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0041 PLEASANT PINES AVENUE
i � 4 ' e Y... - n .:;.. .::..g Xi rr ..a. y `.. r - �' �•�.:. -.4. k.' A .^�IiL Ah°1-a �:,. z r r r e 5 { w c h T x u , k' i < " r . e a : 3a�"h r 4Z ec- S 6 o I PLEASANT PINES A VE L=98.54' 0 20.0' f , EXIS77NG FOUNDA 77ON \ 22.5' f . . J�FER AREA A 45,042 S.F.f 1.03 ACRESf k BEARSE'S POND — — (P/0 WEQUAQUET LAKE) :_:. , A cREA r POND TOP OF FOUNDATION IS ELEVATION 51.08 (SITE PLAN DATUM). TO THE BEST OF MY INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. , FOUNDATION SHOWN ON THIS PLAN (CEN•TER VILL_E) LOT B. PLBK. 394, PG 18 HAS BEEN LOCATED ON THE GROUND DATE 111-021-04 SCALE 1 60' AS INDICATE JOB 2454-00 CLIENT FEDER SWEETSER ENGINEERING 11102104 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR « < Po,^Box^713 SOUTH DENNIS, MA ozs-3 fnS .SivR_�OR_rZ(�1v.Z.. 101E JU6—J`J6—JyLL 1 C:• S8�PR0✓\2454-00�dwg\2454-cpp.DWG A Town of Barnstable it g t rsrns Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAE& Posted Until Final Inspection Has Been Made., a Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. ermit Permit No. B-19-2022 Applicant Name: DAMON L KENDALL Approvals Date Issued: 07/01/2019 Current Use: Structure,��ka U(-� Permit Type: Building-Addition/Alteration- Residential Expiration Date: 01/01/2020 Foundation: �� p/ W O - 01 Zoning District: RD-1 Sheathing: 5"FT- 9 tt Location: 41 PLEASANT PINES AVE CENTERVILLE Ma Lot 23....3- S10 ._� �� . r . Owner on Record: GRUBER, IRENE T TR Contractor Name ,DAMON L KENDALL Framing: 1 g ZY 4 Address: 205 NEWBURY STREET Contractor License CS-070086 2 FRAMINGHAM, MA 01701 , •,L Est. Project Cost: $64,000.00 Chimney: 4` F Description: REMOVE EXISTING PORCH AND BUILD NEW PORCH WITH DECK Permit-.Fee: $376.40 ABOVE AND HOT TUB.16X14 AND INSTALL NEW ELEVATOR Insulation: 0 q` rz G Fee Paid: $.376.40 Project Review Req: ` Y ', bate. f 7/1/2019 Final: F Plumbing/Gas Rough Plumbing: . ff This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuan icial Final Plumbing: All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structuresishall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. € j' Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire_Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: P q 1.Foundation or Footing r Service: 2.Sheathing Inspection . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed _q_ .� "'. Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final.: . �'THE rqy, g'�1LDING DEPT• � ~O Application Number........................................ JttiN 1'g 2019 BAMsT�MASS. , s��� TOWN QF BARNSTAB EPermit Fee.......................................other Fee........................ TotalFee Paid..............................:................................. TOWN OF BARNSTABLE Permit Approval by.. s............On......1..�.1a............. BUILDING PERMIT MV. ...... 3...............Parcel...... ......................... . APPLICATION �� S Section 1 — Owner's Information and Project Location Project Address_4 I Ple4S 44 fin& Aveny, Village &I re/'1/1 1 Owners Name D A VK 4- Kf'A, A120 8 i AAA-e,;' � Owners Legal Address City 61 CA Q-Y'�/I I te State M11 Zip t7 Z 63 Z Owners Cell# E-mail —1410 8 . c9p Section 2 —Use of Structure Use Group — ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling i t Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure . ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar Renovation ❑ Pool ❑ Insulation �+ Other—Specify Section 4 - Work Description 01, C OL e d— Last updated: 11/15/2018 Application Number. .................................................. Section 5—.Detail ' Cost of Proposed Construction • �"/ Cab 0Square Footage of Project Age of Structure Z 0 O Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 0 110 MPH Wind Zone Compliance Method ❑MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public i ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: IV etl he� FW t/!/ rj fie I am using a crane ❑ Yes No Section 7-Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yesd" No ❑ Section 8—Zoning Information S Area dL Zoning District � Proposed Use�_ Lot q. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Z Proposed 6 Rear Yard Required 0 Proposed Side Yard Required 0 Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No t Last updated: 11/15/2018 AFFIDAVIT TO:Town of Centerville, Massachusetts DA: May 24,2018 RE:41 Pleasant Pines Avenue, Barnstable(Centerville),'Barnstable County, Mass.,02632, FR: Irene T.Gruber,Trustee of the Pleasant Pines Trust I do hereby state the following to be true and accurate to the best of my knowledge: 1) On or about 4/30/18, 1 acquired as sole Trustee of the Pleasant Pines Trust( hereinafter"The Trust"), property located at 41 Pleasant Pines Avenue,Barnstable(Centerville), Barnstable County, Mass.,,0263(see attached copy of deed); 2) Under The Trust(see attached copy of The Trust) I have the authority to designate who may act on behalf of The Trust relative to applying, paying and otherwise having issued to them on behalf of the Trust ALL beach permits;shellfish permits;transfer station permits and whatever additional municipal fees; licenses or permits which the owner of real estate in Centerville,Mass is entitled to. 3) 1 hereby designate Kim M.Capobianco and David A Capobianco both individually and jointly., both of 41 Pleasant Pines Avenue,Centerville, Mass.as the designees as stated above in paragraph No.2 4) Should anyone need to reach me to further confirm this designation-I can be reached @ 508- 665-6311. Signed under the pains and penalties of perjury: Pleasant'Pines Trust Irene T.Gruber,Trustee Massachusetts Middlesex County On this 251h day of May,2018,-before me,the undersigned notary public, personally appeared Irene T.Gruber, proved to me through satisfactory evidence of identification,which was a Massachusetts Driver's License,to be the person whose name is signed above on this document,and ;ckackno Rdged to me that she signed same voluntarily for its stated purpose. IN Notary Public: Luanne Murphy ±"p �; Ya Ito y�ss My commission expires �br�izt,P+�`:4 �,�``` ,,�!,SSACN,US `,t a Ek 31231 P9 336 Y 197613 0 4r-30-201 8 al 14= 1'6cx PLEASANT PINES TRUST `WITNESSETH THIS DECLARATION OF TRUST, made by Irene T. Gruber having an address c/o 205 Newbury Street,Framingham,MA 0170i,Middlesex,County,Commonwealth of Massachusetts, and with all successors in trust, is called the "Trustee". The Trustee, even when comprised of more than one member, will be referred to in the singular number and neuter gender when referred to as such. FIRST: This trust shall tie designated as PLEASANT PINES TRUST, which name and the words "this trust", wherever used in this instrument,-shall, but not personally, refer to the Trustee and shall not refer to the beneficiaries of this trust. The undersigned original,Trustee hereunder, hereby declares that it is.holding the sum of Ten Dollars($10.00) and other good-and valuable consideration and further declares that it will hold and administer the property which is now or hereafter transferred to it, in trust for the purposes hereafter set forth. The Trustee may accept any other property, real or personal, conveyed, assigned, transferred or set overito it by any person to constitute a part of the trust hereby created and to be held, invested, manage&and disbursed by the Trustee, in accordance with the provisions hereof. SECOND: The Trustee and its Successors in Trust, will holds all real estate and any other property, whether real, personal or mixed, that may, at any time, be conveyed, assigned, transferred or delivered to said Trustee or its Successors in Trust for the sole benefit of the beneficiaries which are as identified in the Schedule of Beneficiaries as hereinafter defined. THIRD: This trust may.be amended from time to time, by an instrument in writing, signed by a majority of those then ,serving,as Trustee hereunder and acknowledged by such Trustee, but any such amendment"shall only be effective in the case of those dealing with the Trust when a copy thereof, signed and acknowledged by theTrustee,hereunder,.is recorded with the appropriate Registry of Deeds. FOURTH: The powers,obligations, terms and conditions of this Agreement shall be as follows: - - A: The Trustee shall have the full power and discretion, as if absolute owner to - acquire,'purchase,hold, manage, improve, rent or lease real estate, including the erection of n—ew buildings; to invest and re-invest the trust property (including any surplus and also income) in personal property,including stocks,bonds and notes of obligations secured upon real estate; and to employ the funds of this trust in-such other incidental business or enterprise, as in the judgment of the Trustee,.may be beneficial to the beneficiaries: B: The Trustee shall have the power to repair-or rebuild any building destroyed a or damaged by fire or.otherwise; to let,to lease for improvement or otherwise for a term beyond the possible termination'of this Agreement or for any less term; to dedicate and convey land for ' public u oses;- to make such contracts regarding the 'trust property as--to; it"�ma a earP P P rP g g` p P Y Y PP advisable or necessary,-and to compromise and settle claims_of eyery name:and nature. .The , Trustee may make such arrangements as it deems advisable with adjoining owners, respecting I boundary lines,easements and party walls,and for these purposes, may acquire adjoining land or sell portions of the trust property. C: The Trustee may borrow money for such time and upon such'terms as it may see fit,execute notes and mortgages of any real estate held by it hereunder, either with or without power of sale, and any other form of security agreement. D: The Trustee shall also have the power to borrow for temporary purposes for such time and in such sum it deems best and give promissory notes. therefore,_binding the property of the trust, but not the Trustee nor beneficiaries personally;'to pledge, as collateral security for such loan, any personal property belonging'to the trust, and to enter:into any obligations,jointly and/or severally,with any person or corporations. E: The Trustee shall have the power to sell at public auction, or,private,sale,,and to assign, transfer, pledge, barter oriexchange for real or personal property, all or any part of the real or personal property, including mortgages now or hereafter held under the trust,at such time and prices and upon such terms and conditions as.it may deem proper. F: The Trustee shall at all times keep the premises properly insured against fire and it shall have full power and authority to:pay all taxes or assessments, mortgages, or other liens, now or hereafter resting upon said property, and all sums of money for the payments.of which it, by reason of being Trustee hereunder, maybe held liable, by way of damages, penalty or fine or otherwise, to pay all expenses of the trust,which in its,judgment may be proper or necessary, all expenses incurred in making sales (including commissions to brokers),-surveying, examining titles, and in keeping the premises insured against file; to employ such officers, brokers, architects, engineers,building agents, attorneys, orkother persons-as it thinks best and to fix their compensation and define their duties. Checks on the trust account shall be executed,by the Trustee. The Trustee shall have the power to designate the,person or persons who, in addition to the said Trustee, shall have the right to execute checks drawn on the funds of the trust. G: The Trustee shall have the power to represent thebeneficiaries in all'suits or legal proceedings,`relating to the trust in any court, at law or equity, or before any bodies or tribunals; to employ counsel and to commence suits or proceedings or to compromise, or to submit-to arbitration, all matters of dispute to which the trust'or Trustee may be a party,when in its judgment necessary or proper. H: The Trustee shall also have full power to execute and deliver all-written instruments which it deems necessary and proper in the exercise of its powers,--and "without limiting the generality of the foregoing,'it shall have full power-to execute, acknowledge-and deliver all deeds, mortgages, assignments, discharges, extensions and partial releases of mortgages. I: TheTrustee shall have the full power to`guazantee ,the debts or other, obligations of any other person or entity on such terms-and conditions as it deems advisable and �.n.-v � '-....r r_ -rr :.r . 'r +.��+ '...��r��r w+. ...-- ram. -o..�:.o �..:.....t. :-e- _.ww ✓ ieY. " shall have the—fullpower to-pledge of riioitgage� �- -� the- s property of this trust as security for such -2- guarantee. No purchaser, lender, corporation, association or officer or transfer agent dealing with the Trustee, shall be bound to make any inquiry concerning the validity of any sale, pledge, mortgage,loan or purchase,purporting to be made by the Trustee, or be liable for the application of money paid or loaned. J: In general, the Trustee shall have power to deal with the trust property as though beneficial owner 1 thereof; intending by this clause to give the Trustee all powers concerning the trust property, not expressly or by clear implication denied it, even if the Trustee is personally interested and benefited and the action would therefore be deemed to involve self- dealing. FIFTH: Notwithstanding anything herein contained- to the contrary, unless sooner terminated under other provisions hereof, the trust created under this instrument shall terminate ninety nine(99) years after the effective date of this Trust, being the date of execution,and upon such termination the Trustee shall pay over,transfer and convey the trust property(including any accumulated, undistributed and accrued income and additions from any source) in accordance with the other provisions of this trust dealing with termination: n SIXTH: The original beneficiaries of this trust are listed as the beneficiaries in the SCHEDULE OF BENEFICIARIES this day executed by the Trustee and filed with the Trustee, and their interests are as therein-stated. Such.Schedule need not be recorded with this trust. The , interest of the beneficiaries, while held in.this trust, shall be free from the interference or control of creditors and shall not pass by virtue of any assignment for the benefit'of creditors nor be liable to attachment, execution nor other process of law. A beneficiary may assign his interest, but such assignment shall be binding on the Trustee only after an executed copy of such assignment is delivered to the Trustee; the Trustee shall be under no obligation to recognize any assignee until such copy is actually received by the Trustee:_. No assignment need be recorded in any registry office. SEVENTH: The term `BENEFICIARIES," shall, wheiever used herein, mean ,the beneficiary or beneficiaries listed in the said Schedule or in the revised;Schedule, if:any, from time to time executed and filed with the Trustee. Any Trustee may,without impropriety,become a beneficiary hereunder and exercise all rights of a beneficiary-with the same effect as though he were not a Trustee. EIGHTH: No Trustee hereunder shall be liable for any.error of judgment nor for any loss arising out of any act or omission in good faith, but shall be responsible only for its own willful breach of trust. No license of court shall be requisite to the validity of any transaction entered into by the Trustee. No purchaser, transferee, pledgee, mortgagee or other lender shall be under any liability to see to the application of the purchase money or of any money or property loaned or:delivered ,to any Trustee or to see that the terms-and, conditions of this trust have been complied with. Every agreement, lease, deed, mortgage or other instrument or document executed-,or action taken by-the person appearing of record to be the Trustee hereunder shall be conclusive=evidence in favor of every person relying thereon or claiming thereunder that at the time of delivery thereof or of the taking of such action, this trust was in full force and effect, that �, t the Trustee's execution and delivery thereof or taking of such action was`'duly authorized and is valid,binding,effective and legally enforceable. NINTH: Notwithstanding any other provisions of this instrument, as between,the Trustee and the beneficiaries all actions of the Trustee shall be exercised by the Trustee only in conformity with the unanimous wishes of all the beneficiaries of this trust. No person need make any inquiry concerning the propriety of any of the Trustee'•s actions, and all such actions shall conclusively be presumed to be proper. Any person dealing with the trust of!the Trustee may always rely, without further inquiry, on a certificate signed'by any person appearing from the records of any Registry of Deeds to be a Trustee, hereunder, as to who is the Trustee or, who;are the beneficiaries, hereunder, or as to the authority of the Trustee to act, or,`as to the existence, or non-existence of any fact or facts'which constitute conditions precedent to acts by the;Trustee or which are in any other manner germane to the affairs of the trust. No person shall have any duty to investigate the records of any Registry of Deeds other than that of the county (or district thereof)in which the locus of affected realty exists. TENTH: The Trustee may open, maintain, and, at will, close out any checking and savings accounts and safe deposit boxes in any bank, trust companies,Federal savings and loan associations, and other banking, lending or other financial institutions; and the Trustee may deposit funds and other assets of the trust in such institutions and such safe deposit boxes, and also may disburse such funds on checks signed by the Trustee or by any person or persons authorized in writing by the Trustee so to do, and may withdraw such funds and other assets on instruments of withdrawal signed`by the Trustee or by any person or persons authorized byathe Trustee so to sign, and permit such,person or persons to have access to such safe deposit boxes; and such institutions may rely fully on the Trustee's signed authorization so to do, so filed by the Trustee with said,institution. ELEVENTH: This trust may be terminated at any time by any Beneficiary by notice-in writing to the Trustee, but such termination shall only be effective in the case of those"dealing with the Trust when a certificate thereof, signed and acknowledged by the Trustee hereunder, shall be recorded with the,appropriate Registry of Deeds. In case of any termination, the Trustee shall record such a certificate and shall transfer and convey the-specific assets constituting the trust property, subject to any leases, mortgages, contracts or other encumbrances on the trust property, to the beneficiaries in proportion to�their respective interests hereunder, except.that if :the beneficiaries comprise a partnership or joint venture, the conveyance shall run to such partnership or joint venture. TWELFTH: Neither the Trustee nor the beneficiaries shalt be personally liable for any money borrowed, or obligation of°any kind incurred in connection with the trust assets. All persons or corporations extending credit and contracting with orihaving any claim_against the Trustee shall-look only to the funds and property of the trust for payment under such contract or claim, or for payment of any debt, damage, judgment, or decree, or of•any money that may otherwise become due or.payable to them from the Trustee so that neither the Trustee nor the beneficiaries,present or future, shall be personally liable therefore. Neither the Trustee nor'the beneficiaries, present-or future, shall be deemed to have_assumed,or,otherwise to have become obligated to discharge any mortgage,lien, or other encumbrance to which any property is subject -4- A upon its transfer into this trust. This Article shall not apply to the extent the party sought to be charged has specifically signed in a personal capacity. As between the Trustee and the beneficiaries, the beneficiaries shall indemnify the Trustee for any liability for which it becomes personally liable. THIRTEENTH: Any Trustee hereunder may resign by written instrument, signed and acknowledged by such Trustee, and delivered to the Beneficiaries. In such event, the outgoing Trustee may appoint a successor by a written instrument; any certification by any,person named as successor(or as one of the successors)that such person or any other person is properly serving as Trustee shall be conclusive on all,persons. If no successor is able and willing to'serve, a majority of the Beneficiaries, as shown on any SCHEDULE OF BENEFICIARIES signed-by any person who ever was a Trustee hereunder, shall appoint a successor,provided such Schedule is recorded with such appointment. Any certification by any one or more Trustees,-including a certification that any or all other Trustees are no longer serving and that the certifying Trustee(s),is br are then currently authorized to act alone as Trustee,shall be conclusive evidence in favor of any person relying on such certification without any duty to inquire. FOURTEENTH: The acceptance in writing by any Vustee appointed shall be recorded with each appropriate Registry of Deeds, although the failure to do so shall not invalidate the appointment. Upon the appointment of any succeeding Trustee, the title to the trust estate shall thereupon and without the necessity of any conveyance, be vested in said succeeding Trustee. Each succeeding Trustee shall have all rights, powers, authority and privileges as if named as the original Trustee hereunder. No Trustee shall be required to furnish bond. FIFTEENTH: This trust-shall be interpreted in accordance with the laws of the Commonwealth of Massachusetts, and its validity and administration shall be governed by said laws, except with respect to such assets as are required by law, to be governed by the laws of some other jurisdiction. [The remainder of this page is intentionally left blank] 'J� IN WITNESS WHEREOF,the Trustee,hereunto sets her hand and seal to this PLEASANT PINES TRUST on this 3Q!�day of :''I ,2018. s ` 1 Irene T.Gruber,as Trustee COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. _�r,r,'I �5 ,2018 Then personally appeared, before me, the undersigned notary public, the above-named Irene T. Gruber, proved to me through satisfactory evidence of identification which was [check one) _/photographic identification with signature`issued by a federal or state governmental agency, _ oath or affirmation of a credible witness, or _ personal knowledge of the undersigned, to be the person whose name is signed on the preceding or attached,document, and acknowledged to me that she signed voluntarily for its stated purpose. [SEAL N&W Public:L n 7. Sp e rz a My Commission Expires: t a11� e Y . 1 -6' BARNSTABLE REGISTRY OF DEEDS John F, Meade, Register The Commonwealth of Massachusetts . Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia . Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers' Applicant Information I) ( ( Please Print Legibly Name(Business/Organization/Individual): Address: F'14,1-1 City/State/Zip: 0 T,`V C� �4-0 2��TPhone.# Are you an employer?Check the appropriate box: Type of project(required):.. 4. I am a general contractor and I 1.❑ I am a employer with 6. ❑New construction employees(full and/or p -time).* have hired the sub-contractors. 2.❑ I am a sole proprietor or partner- . listed on the attached sheet.. 7. remodeling These sub-contractors have. - e 8.� molition'° shipand have no-employees. = _ D employees and have workers working for me in any capacity. 9. ❑Building addition [No workers'comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 4 ] officers have exercised their 3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 121-1 Roof repairs insurance required,]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] . `Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 11 � Insurance Company Name: �Qi`� c.�/'!/ n} f Policy#or Self-ins.Lie.,#: 6 0�- J f'1�3 5 [ Expiration Date: Job Site Address- ( pier, �f City/State/Zip:C.' 761'1 j Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL a 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 forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby c under the pains and penalties of perjury that th information provided above is true and correct Signature: Date:'"''- 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.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service another under any contract of hire, express or implied,oral or'written." An employer is defined as"an-tdividual,partnership,association Aorporatio or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal repres tatives of a deceased employer,or the receiver or trustee of an individual\partnership,association or o er legal tity,employing employees. However the owner of a dwelling house having not more than three apartm is and w o resides therein,or the occupant of the dwelling house of another who employs persons to do maint ance,co ction or repair work on such dwelling house or on the grounds or building app ��t thereto shall not b cause o such employment be deemed to be an employer." k MGL chapter 152,§25C(�also states "every state or oval li ensing agency shall withhold the issuance or. renewal of a License or permit to operat business or co ct buildings in the commonwealth for any applicant who has not produced accepta a evidence o comp ance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)sta s"Neither a co onwealth nor any of its political subdivisions shall enter into any contract for the performance of bliawo until acceptable evidence of compliance with the insurance requirements of this chapter have been presente t e ntra ' g authority." Applicants ; Please fill out the workers'compensation affidavit 'ple ly,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address a 'apd hone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or L i Li ,ility Partnerships(LLP)with no employees other than the members or partners,are not required to carry wor ' pe ation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that a da 't maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage o be are to\, gn and date the affidavit. The affidavit should be returned to the city or town that the applicato for e p or it ense is being requested,not the Department of Industrial Accidents. Should you have any que 'o regardm the la or if you are required to obtain a workers' compensation policy,please call the Deparlm at a number be w. Self-insured companies should enter their self-insurance license number on the approp ' e . e. City or Town Officials F' e �i Please be sure that the affidavit is complete d rinted legibly. The D 'arm t has provided a space at the bottom of the affidavit for you to fill out in the evept e Office of Investigations , to c�ntact you regarding the applicant: Please be sure to fill in the permit/license w� er which will be used as a r erencenumber. In addition,an applicant that must submit multiple pennitllicense plcations in any given year,need my submit one affidavit indicating current policy information(if necessary)and un i erf`Job Site Address"the applicant sh uldte"all locations in (city or town)"A copy of the affidavit that has een officially stamped or marked by the ity`or town may be provided to the applicant as proof that a valid affidavit' n file for future permits or licenses. A `w affidavit must be filled out each year.Where a home owner or citizen i �btaming a license or permit not related to y�business or commercial venture (i.e. a dog license or permit to bum le es etc.)said person is NOT required to comp this affidavit. The Office of Investigations would 1 e to thank you in advance for our cooperation d'should you have any questions, g Y Y P ,� Y please do not hesitate to give The Department's address,telephone and fax number: The Commonwealth of Massachusetts_ (/ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 42111 - Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 vWW,mass.govfdia , DATE(MMIDD/YYYY) r° AC40R ® CERTIFICATE OF LIABILITY INSURANCE 02/11/2019 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: Suzanne Harrington MURRAY&MACDONALD INSURANCE SERVICES INC HONE Eft• (508)289-4170 ac No: E-MAIL 9 ADDRESS: sharrin ton mmisi.com - 550 MACARTHUR BLVD INSURERS AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: KENDALL&WELCH CONSTRUCTION INC INSURERC: INSURER D: PO BOX 490 INSURER E: OSTERVILLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 367024 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 ADDLISUBRI TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDY/YYYY M EFF M LICY EXP LTR DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE DAMAGES(TO RENTED OCCUR PREMISES Ea occurrence) ccurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accdent $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION - ^ STATUTE ERH- AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? NIA NIA N/A 6S60UB5033P43519 02/06/2019 02/06/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwdtworkers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Dan)ie M Cr Y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD - - - — 02/11/2019 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 {1 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: Suzanne Harrington MURRAY&MACDONALD INSURANCE SERVICES INC Wr.-N. E • (508)289-4170 FAX No): E-MAIL ADDRESS: SharringtOn@mmlSl.COm 550 MACARTHUR BLVD INSURERS AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: LEE ANDERSEN INSURERC: INSURER D: PO BOX 993 INSURER E: FORESTDALE MA 02644 INSURERF: COVERAGES CERTIFICATE NUMBER: 367031 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 NUMBER MM POLICY EFF IDD/YYYY MM/DD/YYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTE CLAIMS-MADE OCCUR PREMISES(Ea occur ence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO u LOC PRODUCTS-COMP/OPAGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLELIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY YIN ANYPROPRIETOR/PARTNER/EXECUTIVE -7 E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? NIA NIA N/A VWC10060228112019A 01/03/2019 01/03/2020 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Kendall & Welch Po BOX 490 - AUTHORIZED REPRESENTATIVE , Osterville MA 02655 Daniel M.Cro y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 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: Linda Sullivan DOWLING &O'NEIL INSURANCE AGENCY PHC No E • (508)775-1620 FAX No: ADDRESS: Isullivan@doins.com 973 IYANNOUGH RD INSURERS AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: DETAIL SIDING INC INSURERC: INSURER D: 55 WOLLEY ROAD INSURER E: HYANNIS MA 02601 INSURERF: COVERAGES CERTIFICATE NUMBER: 374258 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 ADDLSUBRTYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDY/YYYY MM DDT LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE-TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLELIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accdent $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION PER /� STATUTE OERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? N/A N/A NIA VWC10060228502019A 01/25/2019 01/25/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than.Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy inn force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall Welch Building & Remodeling ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 490 ' AUTHORIZED REPRESENTATIVE ` •Osterville � MA 02655 Daniel M.Croy,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. Alf rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r 04/15/2019 MON 12: 46 FAX 508 564 5531 SOUCHIE INSURANCE 0001/001 DATE(MM/DD/YYYY) �R�® .CERTIFICATE OF LIABILITY INSURANCE 04L1 19 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 FLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED �w4EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. k IMPORTANT: If the certificate holder IS arm DDITIONAL IMMEM',t e p0 cy es must have ADDITIONAL INSURIB provisions or DO en OrSed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A sta6frient an this certificate does not confer rights to the certificate holder In lieu of such endorsement(S). PRODUCER NAMR; Anna Losordo Robert E Bouchle Jr.Insurance PHONE SOB-58d-5580VC,No): $08-584-5531 1362 Route 28A PO Box 400 ADDRESS: IMo Bouchleinsurance.com Cataumet,MA 02534 INSURER(s)AFFORDING COVERAGE NAIC a INSURBRA: S81H Underwriters(Acceptance Indemnl ) INSURED V INSURER B: Hanford Tom Costa Building&Framing INSURER C; 29 Lady Slipper Lane INSURERD: Mashpee,MA 02049 INSURER B INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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, LTR TYPE OF INSURANCE wV0 POLICY NUMBER MMIDDD= MMIOD LIMITS X COMMERCIAL 0ENERALLIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Q OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any oneperson) $ 6,000 A CL00233959 07/31/18 07/31119 PERSONAL&ADV INJURY $ 1,000,000 OEN'LAGGREOATE LIMITAPPLIES PER' GENERAL AGGREGATE $ 2,000,000 X POLICY F1 jpm El LOC PRODUCTS-COMP/OP AGO $ 2,000,000 OTHER, $ AUTOMOBILE LIABILITY Ea aooldent $ ANYAUTO BODILY INJURY(Per person) $ OVaNED SCHEDULED BODILY INJURY(Per socIdent) $ AUTOS ONLY AUTOS HIRED NON.OVMED S AUTO$ONLY AUTOS ONLY Peraocldent $ UMBRELLALIAa OCCUR EACH OCCURRENCE $ EXCESS LIAO CLAIMS-MADE AGGREGATE DIED I I RETENYION S $ WORKERS,COMPENSATION X1 PER O TH ' AND EMPLOYERS'LIABILITYER ANY PROPRIETORIPARTNERIEXECUYIVE YIN E.L.EACH ACCIDENT $ 100,000 B OFFICCERRIME�MBER EXCLUDEb'i a NIA BS60UB 0296M887-1t1 09/21/18 09/21/19 E.L.DISEASE•EA EMPLOYEE $ 100,000 If yyoe describe under DES�.RIPTION OF OPERATIONS below 111.DISEASE-POLICY LIMIT S 600,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If mere space Is required) fox:608.428.4907 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN I Kendall&Welch Construction ACCORDANCE WITH THE POLICY PROVISIONS- 874 Main St Ostervillo,MA 02056 AUTHORIZED REPRESENTATIVE Robert E,Bouchle Jr, 01908-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Division of Professional Licensure lug Board of Building Regulations and Standards Construe tiMiNiS'p✓.rvisor CS7070086 M, : E''C' ires: 11/21/2020 DAMON L KE.NDALL . 48 KOMPASS`DRIVE f' EAST FALMOUTH MA. ri � 44t,1C7o� ;� Commissioner � J CJK- Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, M. s�sachusetts 02118 Home Im rovenr t Contractor Registration Type: Partnership KENDALL&WELCH CONSTRUCTION x Registration: 128405 P.O. BOX 490 r Expiration: 04/05/2021 OSTERVILLE, MA 02655 m a SCA 1 0 20M-05/77 Update Address and Return Card. e Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE;Partnership �, before the expiration date. If found return to: Re gisfRation Expiration Office of Consumer Affairs and Business Regulation 28405 04/05/2021 1000 Washington Street -Suite 710 rn KENDALL&VV;ELCH=CANS RUCTION Boston,MA 02118 DAMON j.KENDALL yam/ . 54 KOMPASS DR ` FALMOUTH,MA 025 6� Undersecretary Not valid without signature Application Number........................................... Section 9- Construction.Supervisor Name 24/VtDn 1`Ie/1A4 Telephone Number 0 ,S C Address M�/�fJ` �/� City State _Zip �( �' License NumberC`5"0700A License Type Expiration Date j j ` �L 1/20 Z Contractors Email JQAMOne K' (.7 I al),A VWICG &4, Cell # 50? S6G-571 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation r uired by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature C'�,_n Date 6 1dp o� Section 10—Home Improvement Contractor Name ��ll-1(7 1 �/t << Telephone Number �'de G J-�' 'r Address (�� Ci .— ty cellT6"U`( � state 1 - zip 2- 6 f ;.. Registration Number . Expiration Date 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation ed by 780 CMR and the Town otBarnstable.Attach a copy of your H.I.C... Signature C/�ivy�/� Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE igare , 2DS d Print Name_21900A V_'?0a' Telephone Number E-mail permit to: �2en co n t an� f/U?, Last updated. 11/15n018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ' ❑ Conservation 4 For commercial work;please take your plans directly to the fire department for approval ` Section 13— Owner's Authorization i L _ DAvil) A. - CAVQbi ANr-h , as Owner of the subject property hereby authorize A,,,� c (}�,��f,�yi�,,,, to act on my behalf, in all matters relative to work authorized by this building permit application for: im 34OV,5 (Address of job) Si tore of wn _} ; . /date 091 Print Name Last updated: 11/15/2018 Devr� °791 eZ ®6 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION m Map Parcel 061 Permit# 190 3 Health Division <DC-0 3`'5 3 �'��b� �''' 1 Date Issued 6 q h)D 4 Xrq, Conservation Division a ��t� cS,k,3 W7-3 &P4 Application Fee /a�/o 3 bye [(�9,7 1 Tax Collector �C Permit Fee 9 Treasurer 1k t� O SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE -- WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND ^� ftmvat{ is �l Q.�/z S TOWN REGULATIONS �,, l�y Project Street Address �(t°l��Q+�T �IS &e--, Village ✓� �\ Owner Address A 0-eci �aJ 4t Telephone �t-� - � '" ��� l ✓+G�Y��i�- �a63� Permit Request : o 3 b 2 oo OVL,. Square feet: 1st floor: existing .W0 propose6X 2nd floor: existing proposed Totah_hew 39gg r Zoning District Flood Plain Groundwater Overlay (71 Project Valuation �� ,��� Construction Type DO in C Lot Size Grandfathered: ❑Yes C3<0 If yes, attach supporting agcumentat on. _ Dwelling Type: Single Family &1`� Two Family ❑ Multi-Family(#units) ry co Age of Existing Structure tr . Historic House: ❑Yes L3lTo On Old King's High ay: ❑Yes Ko Basement Type: 6'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 2D Basement Unfinished Area(sq.ft) ', R c�0 Number of Baths: Full: existing new Half:existing o new CU Number of Bedrooms: existing 2- new 3 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑Other Central Air: C�Yes ❑No Fireplaces: Existing D New 2— Existing wood/coal stove: ❑Yes Colo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing knew sizedlShed:❑existing mew size l� SfOther: / lO klZ Zoning Board of Appeals Authorization d-Appeal# P,0 b — 0 Recorded Or" Commercial ❑Yes EfNo If yes,site plan review#. Current Use �- �: � - - Proposed Use BUILDER INFORMATION Name Telephone Number Address License# /)_ e 14AA 0-,1 ,��� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G o ��h t SIGNATURE DATE :7-T-r-A �e FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL'NO. ! •y - ADDRESS VILLAGE OWNER _ { DATE OF INSPECTION: ; r FOUNDATION _r FRAME INSULATION Q) CA- FIREPLACE (OK .�Z�ki ELECTRICAL: ROUGH FINAL l x PLUMBING: ROUGH FINAL GAS: ROUGH FINAL to FINAL BUILDING-'Qw,p rCz !�po d ��J'� DATE CLOSED OUT d o -ASSOCIATION PLAN NOr, 7. m 0 rn r " TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 233 051 001 GEOBASE ID 32352 ADDRESS 41 PLEASANT PINES AVE PHONE CENTERVILLE ZIP ` LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 87776 DESCRIPTION COMP POOL FENCING/LANDSCAPING/079103 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 per CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1. 0:�. .� +► BARNSTABLE, MASS. ibgq. Al 1 FD MPS BUIL- ING .�IV SIGN BY v v I DATE ISSUED 02/22/20.06 EXPIRATION DATE ---- - ------------- -- -------------- - A * 4 TOWN OF BARNSTABLE TEMP CERTIFICATE OF OCCUPANCY j PARCEL ID '233 051 001 GEOBASE ID 32352 ADDRESS 41 PLEASANT PINES AVE PHONE r CENTERVILLE ZIP -- LOT B BLOCK LOT SIZE DBA t DEVELOPMENT DISTRICT CO I ' pE IT gg7777gg SSCRRTPTION CAMP P00L FENCINGG// DSCAPING/#79103 . PEIT TYPE BTC00TLE TEMP. OCCUPANCY PET CONTRACTORS: - Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 pf , CONSTRUCTION COSTS . $.00 * BAMSTABLE, * Masa t639. lb BUMDIl!N�- ISION j BIB(,_ �,ry DATE ISSUED 10/20/2005 EXPIRATION DATE/21 ,} �• TOWN OF BARNSTABLE REPLACEMENT CARD kRCEL ID 233 051y001 GEOBASE ID 32352 ADDRESS 41 PLEASANT PINES AVE PHONE CENTERVILLE ZIP WT i A B BLOCK 'o LOT SIZE r DEVELOPMENT � ''+ DISTRICT CO PERMIT 79103 DESCRIPTION 3 BDRM SINGLE FAMILY W/ATT GARAGE PERMIT TYPE BUILD TITLE EW RESIDENTIAL BLDG PMT y CONTRACTORS: CAPRA, FRANK Department of ARCHITECTS: Regulatory Services TOTAL FEES: $1 822. 19 t BOND $.00 CONSTRUCTION COSTS $393,216.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE 11*0 ffl- * BAR1H31A'BLE. r MASS. {{ i639. ��� ------�' i Fp Mi►{ ---�- r BU DRING;�� II/Y�SION BY /�'/17 a, i DATE ISSUED, 00/07/2004 EXPIRATION DATE.---' `✓ U Q., TOWN OF BARNSTABLE s.F REPLACEME-T CARD PARCEL ID 23�r 0-53. '001 GEOBASE ID 3235 r ADDRESS 41. PLEASANT PINES AVE PHONE A4. CENTERVILLE ZIP LOT 13 : . . BLOCK LOT SIZE DBA - :, ,;DEVELOPMENT. DISTRICT. CO PERMIT 701,03 `- DESCRIPTION 3 BDRM SINGLE FAMILY W/ATT GARAGE i PERMIT TYPE Bt3ILD : TITLE - NEW RESIDENTIAL, BLDG PMT CONTRACTORS: CAPRA,, FRANK Department of ARCHITECTS: Regulatory Services TOTAL FEES: $ ,822. 19 BOND $ 00 �taE a C�3NSTCT[O COSTS353,215.00 I I SINGLE FAM HOME ;DET�3CT�ED 1 PRIVATE � LE, r i6,;39� ♦� 4 t: BUILD NG;DISION DATE IMED 09/07/2004 EXPIRATION DATE------' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT 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 OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISIONRESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION pERM1TS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. ' 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS j n[\&f Z-Z3- D4 ��� � 1 /O�/fl 0S f/wA1. OXM&j 1 S 2 2 P 2 lu-2o-u � 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2-Z z- CIS- F111AIL uk MIN 2 _ B ARD OF HEALTH 3 aq, t 3 OTHER: SITE PLAN REVIEW APPROVAL I; lZ flk.�d412ah�'lS�'LrN� , WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. t ." w -v c m - �� r � � � _ � I� - Z � � �� __ - - -- sKe rok, Town of Barnstable Regulatory Services Thomas F.Geller,Director 9� Ik $wilding Division sb 9� � ED TomPerry, Building Commissioner 200 Main street, Hymis,MA 02601 www.town.b arnstablema.us Fair 508-790-6230 office: 508-862-4038 Property Owner Must _ -Complete and Sign This Section If Using A Builder ` (( as Owner of the subject property b authorize .,to. act on my behalf, . here y matters relative to work authorized by this bunding permit application for. kaddress of Job) g' of Owner Date c t Print Name I RESIDENTIAL BUILDING PERWIIT FEES APPLICATION FEE New Buildings $100.00 too.. Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE L s e feet x$96/sq.foot= 72 x.0041= lus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE ` square feet x$64/sq.foot= x.0041=' plus from below(if applicable) GARAGES(attached&detached) ®�� (e ���0 2 �=� square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= F39 3 2-1 e STAND ALONE PERMITS _x$30.00= o Open Porch - (number) ___�_—x$30.00= Deck .. (number) lace/Chimney �_x$25.00= Fire p (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) (®Q 7,)9 Permit Fee Proicost 08/31/2004 10:54 5083625269 NORTHSIDE DESIGN PAGE 02 a JOB TAYLOR DESIGN ASSOC., INC. SHEET NO 28 Barnstable Road ' Hyannis, MA 02601 CALCULATED BY DATE PHONE/FAX: (508) 790-4686 CHECKED BY Sr AA "Pe—e &I &VCw. SCALE :.. ....G15....w......'r..�+Lv..�.c, ..L�...:....... , , _.._._. _ u :. ... .... ........... • a- ;.. Pam. :.._..,. ,.......... ...._... 1 ............I.... 6A .........!..:..., ....._` i _.- --- -._ — -_. ... .._L............c.... .,., ; ;..... i , ... i...._................_..,..... . ..... ....�...... .. S3_ I ' _ ; i I _.... __ .. pie ,a...._ ....�,.. .. ..... .... _..._ ..... _ _ ...._ ... .,.j,. i.. ............:..... .:..........:............. ��......t..........-..:............. ..... .... i w I.... .. 1 V_ ♦ �. I.Y. �,. i y , ,. .............:. !. ..... 1�_�Q a - �_a!_ k�_�7 :_ .... .. ..... I _...................... ... ..... ..... .... ... .....-.. a . �. I ie -- 8;-- R I i .. . 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SHEET NO. op_ > 28 Barnstable Road /� T Hyannis, MA 02601 CALCULATED BY l—�� ._ DATF, PHONE/FAX: (608) 790-4686 CHECKER FAY DATE. _ �. �I7 i/T�• ♦ • SCALF . .. .... ... .:....... ...... ' f S .. .... Lr 4.7 d tt , 3,�z l., I ; , I i s r i , w r r • r , r , , , .... : • : 1 , I ......... ..................._....._............. ......,.............. ..:... .. n._ .. .... .,,.. A t r E............ :.............._....................,...................... ..................................._.:........rr+c.......,.-_...._........,......................-.......-........�......... _T....... .�_.,..'. a... i I , G_ _. ;.......... _..._ ..... -�� -.......:,. �............ ....... ' I ' i ...1. i .......... .u.....'.._- ..�.. l ,...... ... r.. ..... - .... ' 1 1J... !f...1......7.1- • r i 3+f . . L.......................:_..... . ; ................{..._........:. ,............_.. 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' Irrr.........I.........._.I......,....I.............1......-...�..!,.r �.. .� ......._.....:.. e......._.._i,....,.......I,,..._.•r,,.�r..........1. � ,,,,,, r� � - -__.._ ..,. I ... r ...............�..........,..''M I .I.. i ... ._.. _.-............. . ..............................._.....r.rtt..... r 1 1 r r • L,e z s , .t. .14. CA.i ter, .._ w t.. r ... ........_...! I I r r : ............................. .I..........-.. r r i i r , r r r , i ... �.,.� �.. ..... ..... .....i r r , i .....:.... i .....:..... i r i r i r i r IROOILTBY.t�91eA�7GLI R�yydl 08/31/2004 10:54 5083625269 NORTHSIDE DESIGN PAGE 06 TAYIOR DESIGN ASSOC., INC. •,• ,�r, '� Hyannis, MA 02601 cni i;�.��.�rrra nv .. ..._f�.�-�.�.....-..__.._.-_.._...... PHONE/FAX: (508) 790-4686 MW Aj X. �-'1-= 1,a�1�>2 _ zz• c� S t� .fL tP. '7 .............:.................:-............,.........,........ ;: -..>..... ._G' ..... ... i �,�.5 ra.: :....... 5 - .1..........1.,................... .................................;............ .... .... -4o o �. ....... ....................... .... ..... 3 ► �` �t`7 i I ..n....................... .. ..................p....,....................-............. .... .................. . ........:...........'S-Q.� v- ... .............. . : Y. 4/i - oro: � So ;�' .. � : M .iP c JF r(nmiu:+�,•�rwM�ANnI 70s�IrMm.>f . `Op1HE Tp The Town of Barnstable - BARNE.MASS. rn Deartment of Health Safety and Environmental Services 039. p�EDMP+a' Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice « Type of Inspection Location l i nh r \ r,n c A, Permit Number 'I q10 Owner Builder -F)'t One notice to remain on job site,one notice on file in Building Department. The following items !! need correcting: C' --A"� rn n(-. n I o f' I-Cx r\ CA, r ` f \` 1 7 n n o < IM Cc di c ✓T -1 v� c i v K 7 -Z.2—g Please call: 508-862-4038 for re-inspection. Inspected by Date 10-14-2003 01:22PM FROM SWEETSER ENGINEERING TO 1508778560-2 P.01 • Massachusetts Department of Environmental Pro4tactioP6 o Numbec • . Bureau of-Resource Protection-Wetlands /® Form 5 - Order of Conditions sE3�173 s■r � Provided 9y DEP Massachusetts Wetlands Protection Act M.G.L. c. 131 §40 and Town of Bamstable Ordinances Article XXV11 A. General Informations f Important: From: a When filling out forms on Barnstable the computer, conservation C mission use only-the tab key to This issuance if for(check onej: move your cursor-do ® Order of Conditions- not use the return key. ❑ Amended Order of Condittons- To: Applicant: Property-Owner(it differentfrom appllcant}: William Feder Name Nam® 41 Pleasant Pines Avenue Mailing Address Mulling Address Centerville AAA 02632 City/Town state Zip Code City/Town state ZhP Code 1. Project Location: 41 Pleasant Pines.Avenue. Centerville Street Address City/ro" 233 051-001 AsSeSsors Map/Plat Number ParceULot Number 2. Property recorded at tha Registry of Deeds for: Barnstable 17086 336 County Book - Page CertiCxate(if registered land). 3. Dates: - Auoust 4,2003 September.9,2003... -- SEP 1.7 2003 Date Notice of intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and.Other Docuuments.(attach.additional..plan.references as..needed): Site Plan July 22 2003 Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Craig Short, PE Name 6. Total Fee: $360.00 (from Appondir B:WoHnnd Pau Trsancmftal;arm) w�o�e.op�-11t't IX1 iJ� Massachusetts Department of Environmental Protection W 029483 Bureau of Resource Protection - Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate WILLIAM FEDER Name of Applicant 41 PLEASANT PINES AVENUE BEARSE'S POND CENTERVILLE Project street address Waterway City/Town Description of use or change in use: TO LICENSE, BUILD & MAINTAIN A STAIRWAY, PIER & RAMP ON BEARSE'S POND FOR NOW COMMERCIAL, RECREATIONAL USE BY THE RESIDENTS OF A SINGLE FAMILY DWELLING To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." 20 0 PrintedDate �Municipal ial na re of Municipal Official Title city/Town CH91 App.doc•Rev. 10/02 Page 6 of 17 0B/24/2004 17:23 50B3625269 NORTHSIDE DESIGN PAGE 01 MASChack COWLIANCE REPORT Massachusetts Ener gy Code �MASchook Software Version 2.01 Release 2 Permit M f 1 I Checked by/Date CITY: Barnstable i STATS: Massachusetts HDD: 6137 ' CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATn= SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-14-2003 COHPLTANCE: PASSES . Required UA = 937 Your Rome = 631 Area or Cavity 'Cont. Glazing/Door --------- Perimeter R-Value-R-Value U-Value VA CEILINGS -------------------3117------------------------------------ WALLS., Wood Frame, 16, O.C. 30.0 0.0 109 GLAZING: Windows or Doors 4247 19.0 0.0 255 229 ,0.330 92 6LAZIA�'G:. W�.ndoas or Doors 122 DOORS 0.340 41 FLOORS: Over Unconditioned space 24 0.086 2 MC EQUIPMENT: �' 2ela 1s.o ®.0 132 R Plirnae®, • 90.0 AFM . comma LUNCE STATEIMT`- The proposed building---design described here-is --------- istent with the building plans, specifications, and other calculations submitted with the permit application_ The proposed building has been designed to meet the requirements of the Massachusetts Enargy Code.. The heating load for this building, and the Cooling load if appropriate,` has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or Cool the building shall be no greater 58 of the design load as specified in. 3eCtions 780CMR 1310 d 4.4_ Builder/Designer Dale - -D 3 08/24/2004 17:23 5083625269 NORTHSIDE DESIGN PAGE 02 T � Massachusetts Energy Code MAScheck software version 2.01 Release 2 DATE: 10-14-2003 Bldg. ( Dept. I Use CEILINGS: ] I I. R-30 I Comments/Location 1 [ l I I. Wood Frame, 71,69! O.C. , R-19 1 Comments/Location 1 WINDOWS AND GLASS DOORS: [ ] ! I. U-value: 0.33 I For windows without labeled U-values, describe featured: 1 • Panes frame Type Thermal Break? I camtmeaits/LorBtS,®n [ l Yea [ ] No [ ] 1 2- U-value: 0.34 _ I For windows without labeled U-values; describe features: I # Panes Frame e I Comments/Location � Thermal Break? I I Yes ( ] No I. DOORS: O-value: 0.086 I Coamtenta/Location 1 i FL0OPS Over Unconditioned space, R-19 I Comments/Location U I HVAC EQUIPMENT: [ ] B 1. Furnace, 90.0 AFUB or higber I Make and Model Number , I AIR LEArAGE: ( ] B Joints, Panatrations, and all other such openiut 1 envelope that are souro®s of air leakage must be sealed.ngs is the bwildilding I installed in the building envelope, when Tecessed lighting fi3ctures shall meet one of the following requirement,: 1. TYPO IC rated, manufactured with no I inside of the recessed fixture and coilingacavity tions between the I gasketed to prevent air leakage into the unconditxonedsaaled or i 2. Pe IC rated, in accordance with Stan pace. I more than 2.0 cfm (0.944 L Standard ASTM 2 283, with no conditioned s /s) air movement from the the pace to the ceiling cavity. The lighting fixturz® ` I shall have been tested at 75 PA or 1.57 1-be/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: ' ( l I Required on the warm-in-winter walls, side of all non-vented Framed i , s, and floors. . I , I HATERIALS IDENTIFICATION: + [ ] I Materials and equipment must be identified so that c b® deteresned. t9anuompi facturer manuals for all installed hi tce can and cooling ecyuipmseat and service water heating equipment must be f 08/24/2004 17:23 5083625269 NORTHSIDE DESIGN PAGE 03 R I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must ba clearly marked on the building plans I Or specifications. I DUCT INSULATION: I I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ ) I All accessible joints, Beams, and connections of supply and return I ductwork located outside conditioned apace, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. , Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC systam must provide -a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ) i Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor hhall be provided. I I HVAC EQUIp"M SIZING. [ ) I Rated output capacity of the heating/Cooling system is I not greater than 125E Of the design load as specified 1 in Sections 780CMR 1310 and J4.4. I ! SWIMMING POOLS: [ ) I All heated swimming pools must have an on/off heater switch and I require a cover unless over 204 of the heating energy is from ii non-depletable sources. pool pumps require a time cloek. II I H"C PIPING INSULATION; I ) I Kne piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) ; PIPE SIZES (in.) I SATING SX81'Ests: TEi� (F) 21, RUNOUTS 0-1^ 1.25-2" 1- I . Low pressure/temp. 201-250 2.5-a I Low temperature 120-200 .1.0 1.5 1.5 2.0 I Steam condensate . 10 1.0 1.5 I COOLING SYSTEMS: v 1 1.00 1.0 1.5 : 2.0 I Chilled water or ' • 40-55 0.5 I refrigerant below 40 ®.5 0.75 1-0 I 1.0 1.0 1.5, 1.5 I CIRCULhTI'NG HOT EATER,SYSTEMS: [ ) I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULhTING I CIRCULATING MAINS & RUNOUTS I HEATED V=R TEMP (F) : RUNOUTS 0-1^ I 0-1.25+�1 170-180 1.5-2.0" 2.0tn I 140-160 0.5 I 1.0 1.5 2.0 0.5 I I 100-130 0.5 I 0.5 1.0 1.50.5 0.5 . 1.0 ----NOTES TO FIELD ('Building Department Use Only)---_--- E.k 17� ;6 Ps 336 �693�71 O06-13-2003 a 43 a 591- QUITCLAIM DEED I, JOSEPH L. CAIRNS, JR. , of 55 Pleasant Pines Avenue, Centerville, Barnstable County, Massachusetts 02641 N in consideration of SEVEN HUNDRED FIFTY THOUSAND and 00/100 ($750, 000 . 00) DOLLARS paid N O grant to WILLIAM FEDER, of 11 Vista Circle, Centerville, Barnstable County, Massachusetts 02632 ai with QUITCLAIM COVENANTS, sa the land, together with the buildings and "other improvements a, thereon, situated at 41 Pleasant Pines Avenue, Barnstable V (Centerville) , Barnstable County, Massachusetts 02632, more particularly described as follows : NORTHERLY by Pleasant Pines Avenue, a `public away, as shown on the plan a hereinafter referred to, one _to hundred .twenty-f ive—and 9 0/10 0 Ca 3 , ; (125 90) feet., more or less; ;. thence, a EASTERLY by_ i . land now or. formerly of. 'James H. Eldredge as shown on said pian; four hundred forty-one ,and 78/100 (441 . 78) H feet, more or less; thence o SOUTHWESTERLY by Bearse' s Pond, a Great Pond, one hundred a sixty (160) feet, more or less; and w WESTERLY by Lot A, as shown on said plan, two w hundred ninety-five and 45/100 (295 .45) feet and sixteen (16) feet, more or less . The above premises are shown as Lot B on plan of land entitled "Plan of Land in Barnstable (Centerville) , Massachusetts Prepared for Joseph L. Cairns Scale 1" = 401. February 11., 1985 Prepared By Terry W. Eldredge, L.S . Land Surveyor`' 1038 Main Street Chatham, Massachusetts 0263311 , said plan being duly recorded in the Barnstable County Registry of. Deeds Plan Book 39,4, Page 18 . Said Lot B contains 45, 500 square feet, more or less . QUIRK, CHAMBERLAIN & MARSH, P.C. ATTORNEYS AND COUNSELLORS AT LAW 99 WILLOW STREET POST OFFICE BOX 40 YARMOUTHPORT,MA 02675-0040 506/362.6262 FACSIMILE 508/362-6060 t Bk 17086 PS 337 069301 For my title, see Estate of Joseph L. Cairns, Sr. ,, Barnstable Probate and Family court Docket No. 99-P-0598-AA1 . See also Affidavit Releasing Estate Tax Lien dated September 7, 2000, recorded with the Barnstable County Registry of Deeds in Book 13233 , Page 88, and Deed recorded with said Deeds in Book 1267, Page 367 . Executed as a sealed instrument this 'IS day of June, 2003 . J sepK L. Cairns, Jr. COMMONWEALTH OF MASSACHUSETTS Barnstable, ss . June 2003 Then personally appeared the above-named Joseph L. Cairns, Jr. , who acknowledged the foregoin instrument to be his free act and deed, before me __ x �—� e---fMas'ach ____ Notary rK. Ll'v ,ce D N�TA€3LE COUNTY My Commission Expires : AA,, II 2aD� 4ei�--'- I-fn F EGI�TRY=OE)I,DEEDS G lC1�TCY E�XCIy )TAX CO -� _ _ - - ► 6 r deeds&EXCI"e �eed6 a Exc;se /�Q REG ®F DEEDS DATE 06.13.'03 �S = STABLE T Da cWealthofMas,d7Ta. cY ® y{ (� rJo F [[e 4 W�,1 V 3 4 }.30 e� `1 TOTAE__�t7,TD.Da - 'ia.aD 1 000000_ 53 CL,FRK 1— Nil f44044 EE 565.00 QUIRK, CHAMBERLAIN TI(-1�9 �Jm"� '"111I �-y�-y i & MARSH P.C. �M ;;e CASH Qeeds*_ !985 m 00 8 Exc�s� ATTORNEYS AND COUNSELLORS Deeds&E%0%s AT LAW 99 WILLOW STREET POST OFFICE BOX 40 - _ - - -- R YARMOUT508/36 62 02675 0040 BARNSTABLE REGISTRY OF DEEDS 508/362-fi262 FACSIMILE 508/362-6060 1 R . rF - t � 1 y tNET. _I tA UL LI i_ ' •'BABNSIABIF- ►43� 0� Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2004-066-Feder Special Permit- Section 4-4.3 Nonconforming Buildings & MGL Chapter 40A, Section 6 Demolition andReconstruction of single-family dwelling on an Undersized Non-conforming Lot. Summary: Granted with Conditions Petitioner: William Feder Property Address: 41 Pleasant Pines Avenue,Centerville,MA Map(Parcel: Map 233,Parcel 051.001 Zoning: Residence D-1 Zoning District Relief Requested&Background: The subject property is located on Pleasant Pines Avenue in Centerville and fronts onto Bearse's Pond 160 feet. The lot is a 1.04-acre lot developed with a one-story,two-bedroom, single-family dwelling with 1,048 sq. ft.of living area. The dwelling also has an open porch of 64 sq.ft. and an attached garage of 528 sq.ft. The dwelling dates to 1962. The lot was created by a 1985 Approval Not Required Plan that divided 2 plus acres into two lots. The division conformed to the Zoning Requirements at the time the lot was created. However,the area is within the Resource Protection Overlay District(RPOD) that now requires all new lots to be a minimum of two-acres. This lot,being 1.04-acres is now a pre-existing legal non-conforming lot. The applicant is proposing to completely demolish and remove the existing structure and reconstruct a new single-family dwelling. The proposed new structure is to be a two-story,three-bedroom,single-family dwelling with an attached two-car garage. The structure will have a full basement. There is to be an enclosed screened porch of 192 sq.ft, front porch,terrace,and patio area and a proposed 18 by 36-foot pool. The applicant also intends to install a dock. The proposed new dwelling will conform to the required setbacks and will conform to the required 50-foot minimum setback for wetlands. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 23,2004. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened May 12,2004,at which time the Board found to grant the appeal. Board Members deciding this appeal were Richard L.Boy,Ralph Copeland, Gail Nightingale,Randolph Childs,and Chairman Daniel M. Creedon III. Attorney Peter Daigle represented the applicant who was also present at the hearing. He cited that the property is a 1.04 acre lot near Lake Wequaquet. The Conservation Commission issued an Order of Conditions and the new house will be 100 ft. from the wetlands. The proposed new dwelling would not intensify the nonconformity because as it,has been moved away from the water. Mr.Daigle presented photos to the Board`noting that the proposed new structure is in keeping with the neighborhood. He cited that letters from abutters in support of the project were presented. He stated that the proposal does not violate spirit or,intent of zoning and the building would not represent a detriment to the neighborhood. L Chairman Daniel Creedon noted that letters of support from abutters;Dr.James Eldredge,Patricia and Joseph Cairns,and Thomas and Christine Bednark were presented and are on file. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of May 12,2004,the Board unanimously made the following findings of fact: 1. William Feder has applied for a Special Permit in accordance with Section 4-4.3 Non-conforming Buildings or Structures Used as Single and Two-Family Residences and findings under MGL Chapter 40A, Section 6 for the demolition and reconstruction of a single-family dwelling on a non- conforming lot. The property is shown on Assessor's Map 233 as Parcel 051.001 addressed 41 Pleasant Pines Avenue,Centerville,MA in a Residence D-1 Zoning District. 2. The property is located on Pleasant Pines Avenue in Centerville and fronts onto Bearse's Pond 160 feet. The lot is a 1.04-acre lot developed with a one-story, two-bedroom, single-family dwelling with 1,048 sq. ft. of living area. The dwelling also has an open porch of 64 sq.ft. and an attached garage of 528 sq.ft. The dwelling dates to 1962. The lot was created by a 1985 Approval Not Required Plan that divided 2 plus acres into two lots. The division conformed to the Zoning Requirements at the time the lot was created. However, the area is within the Resource Protection Overlay District (RPOD) that now requires all new lots to be a minimum of two-acres. This lot, being 1.04-acres is now a pre-existing legal non-conforming lot. 3. The existing structure conforms to the setback requirements for the district,however,the location is non-conforming.with respect to Section 2-3.7 Setbacks for Wetlands/Great Ponds that now requires a 50 foot setback. 4. The applicant is proposing to completely demolish and remove the existing structure and reconstruct a new single-family dwelling. The proposed new structure is to be a two-story, three- bedroom, single-family dwelling with an attached two-car garage. The structure will also have a full basement and an enclosed screened porch of 192 sq.ft. There is also a proposed front porch, -terrace, and patio area and a proposed 18 by 36 —foot pool. The applicant has also communicated that he intends to install a dock at some future time. The proposed new dwelling will conform to the required setbacks and will conform to the required 50-foot minimum setback for wetlands. The applicant has,also positioned the new dwelling 100 feet from the wetlands and the new septic system is positioned to the far end of the lot away from the pond. 5. ' The plans are similar to those presented prior except that the impervious patio area surrounding the pool has been greatly reduced. The paved area is now being proposed as 1,044 sq.ft.,while the prior pool area had proposed a 2,051 sq.ft.patio. 6. ' The property is a reconstruction under MGL Ch. 40A, Section 6 and the proposed new dwelling does not intensify the alleged nonconformity. 7. The new dwelling would not be substantially more detrimental to the neighborhood than the former dwelling. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the permit for the demolition and reconstruction with expansion of a single-family dwelling on a non-conforming lot,subject to the following conditions: 1. .Location of the new dwelling shall be as shown on a plan entitled"Proposed Septic Design for William Feder located at 41 Pleasant Pines Ave.,Centerville,MA,"dated July 22,2003 last revised April 21,2004 and drawn by Craig R. Short P.E. 2. The new dwelling shall be built in conformance to plans and elevations presented to the Board entitled, "Feder Residence,41 Pleasant Pines Ave.,Centerville,MA",drawn by Northside Design Associates dated 10/14/03,and consisting of ten sheets. 3. The.total gross area of the new dwelling shall not exceed 3,264 sq.ft.,excluding the two-car garage and basement area of the dwelling. 4. The dwelling is limited to no more than three-bedrooms. The on-site septic system shall meet Title 5 requirements without variance. If public sewer should become available in the future,the dwelling shall connect to that system within 90 days. a 5. Demolition rion and reconstruction shall be m strict compliance with any Order of Conditions that may be issued by the Conservation Commission. 6. Construction shall comply with all applicable Building Division requirements. 7. During all stages in the demolition and reconstruction of the dwelling,all vehicles,equipment and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking,storage or construction materials or items be permitted in the right-of-way of Pleasant Pines Avenue or within 10 feet of the neighboring property except as may be needed for landscaping purposes or for utilities, and then only on a temporary basis. 8. All mechanical equipment associated with the dwelling(air conditioners,electric generators,etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes, the public right-of-way,and from view of Bearse's Pond. , 9. The proposed dwelling, attached garage,covered porches,patio,terrace,and pool as shown on the site plan,shall be considered full build-out for the lot. The structure shall not be expanded in area or in footprint without further permission from the Zoning Board of Appeals. Exception to the full build-out condition are the addition of an accessory shed not to exceed 120 sq.ft.,and the future building of an accessory private pier which shall be allowed without further permission from the Zoning Board of Appeals. The pier and shed may be permitted provided they conform to setback requirements and provided all necessary permits are obtained. 10. This decision must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued; The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Richard L.Boy,Randolph Childs,Ralph Copeland,Gail Nightingale,and Daniel M. Creedon III. NAY: None Ordered: Special Permit 2004-66 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20), days after the d e of the filing of this decision,a copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon Ilk,Chairman Dateigned I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,'Hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no`appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this =day of Gb der the paiijs a d penaltieseof perjury. Linda Hutchenrider,.Toum Clerk Proof of Publication i t lV!lA1f 2a 2004 �,��� ��P ffia ttry a Iu�,4�a, "Rill sa f CC,P ' son r # of{trgnd o , T yv , ��** , ,r� T 7ttl R . �� SCSI .". P �' 4 �ac �iasaPt� iaaftea# ettteca�SC �ctiortr3'A#oit= udder f � sae rater+ a E e c ffl! Q'AR Mons �C�W.�ffln D 2l`f . R fox�tunBI 7� pr e is s idwn on ss6ssor sf�a a dressed s f Pkanc N t �a u�a#3es ence " o P�rcef Me vt�i1c ru11f� i td # , °r , X Hea tt WXT 2Qd�4 ns ah a" s sv reviewed aC D4stdn rnn Bock eats ppl�troris maybe,. Scree# r ` , '{B ?, {�C3ff{�eW�Tc+swn; fhcsflGl Main t•�k� 4 r F h: ( Ink l p a w Y F $xi 9 "Fill f: gM!� �? per'[+°;h:3y ',# 7" n of lxwi L'Qn R#ik 4��{ a �d\ ( z 4 r t �a,rb r tr p�, � . :77V'* OfA.pF* Rau 6�nk�f�r� �i`f�h 1 r1��G(ft�� e FJI 1 7jr �4�r P4 54�`i �ft.t'Jr�e�ry.'xy,x I /•lptxti Z ,anL�F �^� Q, .d Lit �,Yil�'., t ,.�� . ;yid r ,. ;i43 ;, •a�+y,r'r'f�'d �P��yz�i 5�rs .„ SQUkkE FOOTAGE CALCULATIONS ,R• ��.�J��_--.—Vim....._ � ---�•---•--._•.----•---....__J� u�m�mwiw��uai��i�\\` I i FULL BASEMENT- I.935 S.F. \ i 1 ----- - i ._...__._.._---------.-- --•-- ...... f 00 0 00 0 I-O...o 0 0 of :7 O 9�IA10010s��0 m�®�1�m!®® �i�l�i�/OIO�®vOO�®Ia0�0�1�0�00®� vdN09tTNS]DE POWMAMMON MAN _ _ 10/14/03 DESIGN FEDER RESIDENCE -- ijmciam41 PLEASatt'C PGNES AVE^+ �� ma itc.aycw Do CENTf:FtVIUJE, MAmmxmffiw v s0vrrwssowoie�ssra��mw®sr� ®��sr�a AIIILIAN _ .. .. .. ..., ..,. .. ......._. _F.._., .. __ .. _ ._..... .. ... -. .. .. �® ruausumss�mem�m�nr.ss�msnlms•�qusu�w•umo.o�ml�us•m�uurmsd�uu�•rr4�u�uuerv��my�•�ti�v�rmau�u�c�m•.�•uwlrurdw.mm ��_s• sIQrUARE FOOTAGE CALCULATIONS ._ SCREENED YF3:RRACE = SG® S.F. ---�=_-- PORCH = M2 S.F. GARAGE- 4I8 S.F. �---- FIRST FLOOR- 2,012 S.F. LIVING SPACE L — b a _ FRONT DECK = 248 S.F. ----- — cq tip � �010q®mom C5 �,1 �y�i�p@ ®�u!•�4�•��nilm��•�iuuidsu�mllu�®®�n•�m® P� 1Y�bN W Wfi s vA�•�IO��uw�4v�0�u�i•� ,•�10� DESIGN _.—. l�IT PftrOOR ASSOCIATES ---- 10/14/03 .a ar am. FEDER RESIDENCE NCE 41 PLEASANT PINES' AWE. CENTERVILL.E, MA '®mmmmwvur +mu•smau.m.n. u�•mo•u Y �A�•B•6�4•sOs•1 •� • a • L' M SQUARE FOOTAGE CALMLATIONS o .........1 SECOND FLOOR- t,elt S.F. LINZ SPACE ou e r. M N M fl O N NOflTNL s sacm F=R DESIGN 10/14/03 N imASSOCIATIN FEDER RESIDENCE -, mncnc ma�wu o-m�as,6 opo, 41 PLEASANT PINES AVE, CENTERVUS, MA oil A • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 'A Parcel . —d® Permit# I q11`30 Health Division �� Zj d — / ° €'.r, ._ , -41S<� E Z IoY i) 3, Date fssue& C' [ Conservation Division 0 S0,3—W 13 PW-E IAKEAIV, Application#Fee "50,o a Tax Collector i Permit Fee ` &0)oo Treasurer h'SIGST-FAA MUST BE Planning Dept. Ok Fo � F '' � ,F?. - �� r. INSTALLED IN COMPLIANCE WITH TITLE 5 d9-z0o4 ENVIRONMENTAL CODE AND Date Definitive Plan Approve by Ping Board TOWN REGULATIONS Historic-OKH O reservation/H annis n 0 `0 y 3f�N�'M. Project Street Address pl iye--s �. Village C � Owner _ `� ckj�'Iy Address _�� �6w �Y Telephone —71 b Permit Request p v f Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new 6 7 Zoning District Flood Plain Groundwater Overlay Project Valuation 3M ,�D� Construction Type rat'n. m!'O O . Lot Size Grandfathered: '$Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structured Historic House: ❑Yes )(No On Old King's Highway: ❑Yes )(No Basement Type: ull ❑Crawl ❑Walkout ❑Other q 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 ❑new size Barn:O 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# Current-Use- Proposed Use -- { BUILDER INFORMATION Q Name i,AJ �i P00 �A Telephone Number Address License# 06013A Home Improvement Contractor# l Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �l,�.fJU �"tt �t1��►IS' � SIGNATURE ll E � FOR OFFICIAL USE ONLY r PERWIT NO. l DATE ISSUED MAP 7 PARCEL NO. ADDF, *- VILLAGE ' OWNER • DATE OF INSPECTION: •- FOUNDATIONr �` � /flV. ,�t// ,• FRAME INSULATION t f < FIREPLACE '] r + 4 �•. Y � ..ram ELECTRICAL: ROUGH FINAL ' PLUMBING: 'ROUGHm a `FINAL l7C 1 I , GAS: ROU H _ FINAL _ FINAL BUILDING S m ._ :i o.1 0 _ DATE CLOSED OUT Fes- ASSOCIATION PLAN NO. (;•` �'� fy _ Y r i..ii•: i ------�U!l aY%11 : VERTICAL GRID D.E. FILTERS STRONGER TANK Pro-Grid"vertical grid D.E.filters provide Fi/ A t+[ I superior water clarity,efficient flow and iiieu:.iww Z .ar-g�::a:�e,-jnlc anti spas as _ ,g% . of all types and sizes. Constructed in t x _ E. tainh_�4ranw+laParmaEtlaCCYITM Prti-grid i' combines high-teclanoiogy features and "service-ease"design for an unparalleled I - -- - - - r OP, i x`.. � f �- r`"• .•: _ 3.' ate. aftermarket installations. 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Use 1' °Vari f10 value. ,Y G pro a� f� V,*/ N �- — f if kN Im -3�$n�• -.' � -, a.� -�._ R�.�s�,illiiE'� � �..`- try. _ �' ---u -a-@a a' s� T� s� �- M..� ,Fin xiLS!_P Ft-�� ;i1S1'dob4�t',, ivt:2..r,.rSrifi$ii � DE2:.J;:v:;r''.;1E:,,'13;JE :,Fr..;i�•r -P..4:ti;� /t/ s. rotaliY I Sip' POU HIGH PERFORMANCE PUMP SERIES ® -- —--i 94o iiwRDepend r°>i- 5 -rro M-11 :hie aauj 21 ti Pump has all the quality features you exnPrt fra;trea Hayward; For replacement or new pool inslaltailaoilb,the a upcl Pump -. I sets the standard of excellence and value. _ x - x — :;__�:_ ApplacoilaSi�s ' • In-ground pools of all types and sizes . — ---�. — - _�- utcuriti cr•d� _, - Features _ _ ( •Self-priming(suction lift up to 8'above water level) - — - — i e ExcluSlv2 SVvi�iy-a:ipc land"pis make:;t:.ainor'a'.OV6 removal easy _ � m ` ® • Lexan'see thru strainer cover lets you see when raN a �u I eta basket tieeds cleaning \IwL®O�L � •.Super-size 110 cubic inch basket has extra leaf-holding capacity.Load-extender ribbing ensures free son 111a5 1 i s u.0 e.Rv;13 I j)vvIng operat''.4ii .. _r •All components molded of corrosion- _ proof PermaGlass XL''1 for extra durability a s^.,.,life - Model • Pipe Dim. Ctn. Ctn. ° Heavy-duty,high performance motor for quieter, cooler operation Number H.P Voltage Size "A" Qty. Weight , eo r_,i—oa e.H.6nn ni+o Sim'to^ raec to all .. .,,�..c., , o mac_........._.. IMax Rated Singie-speed illItueinal parts SP2600X5 1h 115 1 'h" i0" 1 29lbs. Performance Data S.2J1uS, % l.Jj230 a f" i�i 1 i Pump_. i p iJutput i;-Ni)vs. SP2607X10 1 115/230 1 'h" 11" 1 35 lbs. Total Resistance To Flow SP261OX15 1 'h 115/230 1 'h" 12'A' 1 40 lbs. I (Feet of Head) Model No. 1r—,--c--r _ �- 15/230 48 5 2615=10 1 C' " I iC3. j Max Rated21011 3R ; I `i t 50f sTE # 17{=tt SP2621X25 21h 230 2" 13'A" 1 54lbs. ISP260OX5 55 45 29 — — — SP2605X7 67 58 47 31 — — M_v Rafael!)-mal_Cnaad a 5 - — SP2607X102S 1 230 1 'h" 13 sh" 1 39 lbs. SP2 110X15 97 90 80 . 67 1 50 10 SP261OX152S 11h 230 1'h" 14''A" 1 431bs. SP2615X20 116 111 99 85 70 51 .,:'L5 J L0_3 _ - 230 l..•Luc ` I i Dual-speed pumps with"S"designation are complete with"Hi/Lo"switch. Performance Data slaw speed) Furnp. Output Total Resistance To Flow {Model No. (Feet of Head) nn^,.a^^a rot inft IFftt 111-Aa-..�+at_ - 1SP2607X102S 40 30 13 SP261OX152S 45 37 23 cooascv2102c 60 I 53 38 a Clip Aft In-Ground Pump Accessory—Page g overall Dimensions s — rTSuper Pump SP2607X10 SP2610X15 i l a,�• ii i r,,,•_� �a i L i1 1 i El HAYWARD For replacement parts see pages 79 8L I 'Sep 20 04 02: 10p 00000000000 00000000000 p. 1 'Town of Barnstable . -Regulatory Services WLAS&' Thomms F.Geiler,Dirx€br _ .eta ."9. Ruilding Division Tom Perry, 3BuNin=Commissioner 200 Main Strcct, Hyannis,MA 02601 Office: 508-862-4038 , Pax: 508-790-6230 .. Property Owner Must Complete and Sign This Scction If Using A Builder ;Ls,Owner of the subject property ro erty hereby authorize }VV�V-,t LAI 5 qr'Vacx on my behalf, in all matters relative to work authorized this building pc t application for(address of )ob) Signahkr of Owner Date Punt Nanne Q:170RMS:0VMr_,RPrRMJSS10N moil ft ImAl 1— _ BEGIN SPECIFIED STEEL & rECXING. MIMIMU;.s NoT"H GUNITf THICKNESS AT - I=R ILIOCA..,. - JILT?JR COv1:. FnT WATLFi �i.iRf Al.t. If MPTIU_ APPRVX. •+a-a or -' -• L,(>Yii`Dl'a 3" BELOW BOND BEAM, TYPICAL INCLUDING SPECIAL DRAIN / DETAILS. B WATERPR00F OENCHES & STEPS € * t T,Pl'tL PL ASTFR NOT A PART OF iD X STEEL FOOL STRUCTURE. ^I 1 a REINFORCEMENT. 12 TABLE 11 1 GD e UN0 E R— "A W' '—ADD #3 0 it� V.C. - LIGHT PER 5 LONGITUDINAL 0 TRANSITIQt4 pE1Alt #10. ° e ° i FOR EXP. SOILS. . = {i In FLOOR — 5" THICK RAIN. REINFORCED GUNITE W/ #3 BAdS } 0 19 ,O C EACH T-P=CAL. MAIN OPAIN AT LOW POINT. (STEEL—j LUNDISTURBED �A: 2 BASKET IS NOT REQUIRED.) MAIN DRAIN SOIL. PIPE cow 1 ,nr Eb,wonw-H INTO NOTEt INSTALL -HDYROSTATIC VALVE AND ROCK POOL LENGTH. GRADE BREAK LOCATIONS & DEPTH PACK AT LOW POINT WHERE REQUIRED BY DIMENSIONS AS NOTED OTI THE PLOT PLAN SHALL COMPLY PUCIH W° TE-R TASI--LE W TH NSPi SIiGGLSTcv l l v,A ., ^Q 'Y;"_ - P 0 0 L S VR APPLICADt� S!Ail_ ANIJ Lvt.nL , ELi,l vLrnn ii+ILT`i,� ncmp REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. rICAL LUNG l uuif1pu. ztc: I WIN E � ave.p slmso an m asa atr n:TAUNG WALL {L.. -_��t"•�I 1 I L.T--a—_— '—" .� tvli s� e.:riaG —....-." em a +v vy arww I n a.+a.-.•o=a. '%' BdtD BEw wi fa]/3 �BnRS DfR STaNL —�O+�n ma E• �,ate e.o t[.,.w.t`a.c+a WbNaG[ By 01c4RS •1 a h c , b LLL'iii ..�` .d � 5:f- 3��! _ ••dr`ae.� su n e..c fi����""---^iiiiff:l���'. cuu Iti 11 �/gg',, C s M— _ - i Ora wmw a SA m CTew$s nn ch simp _ it the i 7 ro- v(des adequate,accurate plan details,such as those shown here. Theser --�— TNiS L` A:L IS vQT �8� �_�mmkia—race for _ _ _ P M -'x1tE. '@"Y�'-'�'' �� i rr- Lam-f�--L<—M Ti�Y ---- - Homzo+iut STFtI—� ',C 7'+iN+977CN—Y dard wall section in expansive soil(A)to crfcal ones such as those de- 1-1aAR5•'� signed to work in Pm to mopes and rem- (�¢. i /o"l . \ . 121 O . . ! - . : . ! . RC-' 3 , of 82 DEEPIf \ / . . • || - - !, . . / ! !! • ! [ � ------- . b (V) of ^_ 05 ---- - 1---1�T------/ ----- - f I . z { O . 1S® FINISH . . . T, . • � . �@�. (! � ! Z 7 \�Zf/ \ . 2RC 2 . . . e . J 8 T C - n . ~ f oF.ME, The Town of Barnstable ��K Department of Health Safety and EiMronmental Services :o► Building Division 367 Main Street,Hyannis,MA 02601 e: 508.862.4038 i. 508.790.6230 PLAN REVIEW Owner: Fe-de r Map/Parcel: 0 001 Proj6ctAddress: Lb Pj eAs cX Rr h4t-% Builder:_ ao'nM The following items were noted on reviewing: b � � ��• Slab . .� . �ltil� Reviewed by: Date: ��� y I CERTIFY THA T THIS PLAN CONFORMS TO THE 1976 RULES AND REGULA TIONS OF THE REGIS TERS OF DEEDS. S i 4 04 DA TE ROFESSIONAL ENGINEER ELEANOR S BEDNARK THOMAS A. BEDNARK 56 PLEASANT PINES A V PLEASANT PINES CHRIST/NE C.. BEDNAR E. K O ' CENTER�/LLE, MA 02632 AVENUE 40 PLEASANT PINES A l E �v� LOCHS T3 L=98 CENTER ILLE. MA 02632 �� PLEASANT Z INE AV G t l) BEARSES ✓AYES H. y JOSEPH L. CA/RN6; JR,. POND / ELDRIDGE PA TRICIA M. CAIRNS Zl PLEASANT a 55 PLEASANT PINES AVE. PINES A VE. CENTER�ILLE, MA 02632 CENTERVILLE, LOCUS MAP MA 02632 AREA LEGEND: EXISTING SPOT ELEVATION 00.0 45,042 S.F,f \. EXISTING CONTOUR --- 00---- 1.03 A CREST \ FINAL SPOT ELEVATION FINAL CONTOUR N SOIL TEST LOCATION UTILITY POLE TOWN WATER —W W CA TCH BASIN `® GAS LINE G— I CLEAN OUT c.o: O CESSPOOL C.P. 0 d. I sITE PLAN 50 0 -25 50 SCALE 1 INCH = 50 FEET i \ 'lp' H OF1' CRArG o _ SHOF?r HEARSES POND c,vrr (P/0 WEQUAQUET LAKE) ti;4 �i y A GREA T POND �S� TERE PLAN ACCOMPANYING PETITION OF WILLIAM FEDER TO BUILD, LICENSE AND MAINTAIN A STAIRWAY, PIER, AND RAMP. IN BEARSE'S POND P/0 WEQIJAQUET LAKE 41 PL EA SANT PINES A VENUE BARNSTABLE (CENTERVILLE) BARNSTABLE COUNTY, MASSACHUSETTS CRAIG R. SHORT, P. E P. 0. BOX 1044 SOUTH DENNIS, MA '.DATE 05/14/2004 508-398-8311 SHEET 1 OF 3 . I l CER T/FY THA T THIS PLAN CONFORMS TO THE 1976 RULES AND REGULA TIONS OF THE REGIS TERS OF DEEDS. d cam* - DA TE ROFESSIONAL ENGINEER I I PROPOSED I 41 DWELLING _ 1 I) I o I h� 1000 GALLON 1 I I LEACH PIT WITH FRAME AND TERRACE PP CH II GRATE WITH I' OF STONE FOR I _ I POOL BA CKWASH f POOL J EXISTING DRIVE 18'x36' I 2970 ± S.F. oo ` \ I 1000 GALLON TOP OF N \ LEACH PIT WITH WATER �- _ \ \ \ I \ FRAME AND ELEVATION \ 1 0l I GRATE WITH I' 6/12/03 I �\ \ °`' \ II \ OF STONE FOR SURFA CE RUNOFF EXISTING DWELLING 4 3 TO BE REMOVED B'-- 70, STRAW BALE AND \\\ • \\_ \�r \ \\ \ RETAlING FILTER FABRIC SILT BARRIER AND WORK LIMIT (SEE DEP SE#3-4173) AREA 45,042 S F.± 1.03 A CRES± 4' WIDE DIR T/ GRA VEL PA TH EXISTING LAWN TO �voJ BE REVEGETADED � (SEE DEP. BVW 8'_ SE#3-4173) \�F-1is�J� WETLAND FLAGS BEARSE S�PON� T (P/0 WEQUAOU& LAKE \ �T�Asc�S' HENDRICKSON A GREAT POND \ \\ \ \ \ �TjoJ WETLAND -SCIENTIST 6 X20 \ \ SEASONAL IN. \ 3 ALUMINUM PIER ORDINARY HIGH SECT/ON ON - J` 4 X6' WATER ELEV: 34.0 ADJUSTABLE 1-4X6 .SEASONAL MOVEABLE 4' FIXED (CONTROLLED BY LEGS 5=4X6' ALUM/NUM ALUMINUM WOODEN 4' FhYED WEIR ON SECTIONS OR' PIER SECTION ON SEASONAL PLA TFORM STAIRS WEQU AQU ET LAKE) EQUAL ADJUSTABLE LEGS RAMP TOP ELEV. @36 OR RAMP PLAN ACCOMPANYING PETITION OF S/TE PL A N WILLIAM FEDER 3o 0 15 3o TO BUILD, LICENSE AND MAINTAIN A. . STAIRWAY, PIER, AND RAMP. SCALE 1. INCH = 30 FEE 1 1 Of IN BEARSE'S POND P/O WEQUAQUET LAKE ?'� CF 41 PLEASANT PINES AVENUE- o SHOW BARNSTABLE (CEN TER VIL L E) CIVIL .., BARNSTABLE COUNTY, MASSACHUSETTS Na 279� CRAIG R. SHORT, RE ,� '�Ec sTl P. 0. BOX 1044 �oIVAl SOUTH DENNIS, MA DATE 05/14/2004 508-398-8311 SHEET 2 OF 3 l CER TIF) THAT THIS PLAN CONFORMS TO THE 1976 RULES AND REGULA TIONS OF, THE REGIS TERS OF DEEDS. DA TE P FESSIONA L ENGINEER p CONSTRUCTION NOTES 1) ELEVATIONS SHOWN REFER TO N.G.V.D. DATUM. SEE BENCHMARK ON THE PLAN. 2) ALL DISTURBED AREAS RESULTING FROM CONSTRUCTION SHALL BE VEGETATED PER THE CONSTRUCTION SPECIFICATIONS ATTACHED WITH ORDER OF CONDITIONS. 3) ALL HARDWARE`SHALL-BE STEEL, HOT DIP GALVANIZED OR STAINLESS STEEL. - 4) ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE RESOURCE AREA EACH DAY. 5)_ ALL CONSTRUCTION MATERIAL SHALL BE STORED ABOVE THE PROPOSED LINE OF THE WETLAND FLAGS. 6) CONSTRUCTION ACCESS SHALL BE AS SHOWN ON THE PLAN OR AS NOTED IN THE ORDER OF CONDITIONS. 7) THE CONTRACTOR PERFORMING THE INSTALLATION SERVICES IS TO (HAVE) BE PROVIDED WITH A-COPY OF THE ORDER OF CONDITIONS ISSUED FOR THIS PROJECT. 8) SHOREMASTER (OR EQUAL) SEASONAL PIER TO BE INSTALLED PER MANUFACTURER INSTRUCTIONS, EXCEPT IF IN CONFLICT WITH THE ORDER OF CONDITIONS. ANY CONFLICT, IF ENCOUNTERED, IS TO BE BROUGHT TO THE ATTENTION OF. THE DESIGN ENGINEER AND THE TOWN CONSERVATION ADMINISTRATOR BEFORE PROCEEDING. 5/4"x6 DECKING 5/4"x6 DECKING EL. 36 3/4'° SPACE EL 36' 314" SPACE EL. 35 MIN. EL. 34 MAX. WA TER LEVEL EL- 34 MAX. WA TER LE IiEL. Y BRACE 2x4 AD✓. BRACE ALUM/NUM EXISTING GRADE EXISTING LEGS GRADE FIXED WOOD PIER SECTION - REMOVEABLE SHOREMASTER PIER SEC77ON _ N.T-S. N.T-S 6'X20' SEASONAL 1-4'X6' SEASONAL 4 X6' 4 FIXED ALUM/NUM ALUMINUM MOVEABLE WOODEN PIER SECT/ON ON PIER SECT/ON ON ALUMINUM PLA TFORM ADJUSTABLE LEGS ADJUSTABLE LEGS SEASONAL TOP ELEV. 5-4'X6' SECTIONS RAMP ® 36 - OR EQUAL (TYP.) 32 EL. 34 EL. 30 1. % 8' LONG 4'$x4" 4'FIXED RAMP G GRADE EXIST1 OAK POST (04) OR STAIRS EL. 25 _ EL. 20 PLAN ACCOMPANYING PETITION' OF PROFFILE WILLIAM FEDER 10 0 5 10 TO BUILD, LICENSE AND MAINTAIN A STAIRWAY, PIER, AND RAMP: OF SCALE 1 INCH = 10 FEE IN BEARSE'S POND P/O WEQUAQUET' LAKE 41 PL EA_SA T PINES A VENUE ��� CRAIG SHORT R, BARNSTABLE (CENTERVILLE) avtL h BARNSTABLE COUNTY, MASSACHUSETTS ma 274M CRAIG R. SHORT, P. E' �� ���iEaE°��, P. 0. BOX 1044 E�,roH srE SOUTH DENNIS, MA DATE 05/14/2004 508-398-8311 SHEET 3 OF 3 o ,� Q 23'-L 111• ' 7'-10' 1'-G V4' '7'-8' -11'-N)' 9'-2• 4'-1 3/4' - 4'-4 V2- i 4'_4 V2• / 4•.4 3/4', 1 6'-6 3/4' / 5-11 3/4• / C-6 3/4' I 1'-1 V1• T-6 V4' / T-5 1/1 / T-S 1/4' / 4'-6' f ' / - ' r REVIEWED` i rl I I I - _ SMOKE DETECTORS .. ® II '�®) I ®, ' I f I I ! 1 >A T�6. A L BUI DING DEFT, DATE I i I 1 ! ' A. i I8$yqx E_________________ __________________i__�t.(:.�/ I DIM BONO-TUBE 1 yd`3 S O O. - O I - OT FOOTING i i i yoyli9' ♦ W/BIGFO I ;®1.; j I A 5 i13x _ ~ _ ♦- f DECK SUPPORT DEPARTMENT I ii ! ------ -------------------- FIRE DATE r _, m BOTH SIGNATURES ARE REQUIRED FOR PERMITTINQ MI to, SPOURED CO - i U ZC u2 54•f lx..'do FOOTING NW/300D POURED CONE 00 �� I FOOTING W/3�N4 CONTINUOUS BARS. I! ^ ' A OURLINE OP ALION SONG-TUBES W/ v I ` DECK ABOVE - •�`.1• POSTS ABOVE ,I 1 I `♦ NI ` c�,^n 10'DAM SONG-TUBE • 1 ' ' Cl) 'cVi si i r i y W/B!OFOOT FOOTING 7 I I b• ,. FOR SUPPORT -'-'- ------- -'------ - - -'- - ---- �Ds•_O _ I3s._o: /o. - E-+ - __________________ ______ ________-__-_____________________� ]°I FLUSH BEAM VL ' 1 - F DECK SU i L I I hl -_....-___ i - v �I •.� r I �i h I \ _ F I ' 3L'DIM CORRUGATED - UNFIN r3� ' I. GALVANIZED STEEL - - /firED •-•_-_ ------•-•----••-- --- --- AREAWAYr .. r W/ORAVBL 'T `� STORAGE I�•I B1 'I- BED.TYPICAL /;4,`-� DOUBLe tO15T9 WIDER 196'-d, .. G _ - ALL PARALLEL PARTITIONS - ,`,•1 ' 1 1R^R r DROP TOP OF WALL , 4'•BULKHEAD tlt 73'-6 I/3• b O I/]' - V-O 1/T 'r-O VT IV-0 1/]' 10'-10 I/]' - ,. 135•-O'i; `„ s I I I i ' m �I , L------------------________________ _________ ______ _______________G� °� .a i• I I . A.6 1 r - - -- - -- --- -- I ; -------- . r , PROVIDE n6 REBARS• 7-7 3/4', , --r-•-i. - 8 - W8X74 -i.- I IZ'OC PERT IN MAIN I BP I i I i , i__ r L'__� 1 _ FOUNDATION WALLS TO TIE _______ _____ DROPPED BEA�i ————— ———__— I l I yg' IN TO FROST WALLS TYP \ ' ________ _ .�_ ___ ___ =Q•�__ ___ =Q _______ _ .C6$ 'k $S A N i I I r t i i gig CONNECTION WHERE POUR I I •� i !�'" LL++�gqrPS`�'Y i 1 I i IB NOT CONTINUOUS _ ____ -__ _ 3 Qza A�y4d I GARAGE SLAB I ASH PIT i � Hite ttS �L� y I PITCH VO'PER FOOT 1 �iNk gg aaid §aCp UP C• ' I I ASH DUMP DOOR Q. Q 6�$9a$d7�n6' € 68G rTOWARDS DOORS , I1 U l5 H 13'I].II 101 A i 6 4 3 1 ! EXTEND FOOTING O_ I MAIN FOUNDATION WALLS TO BE 10'POURED CONE W/ 6 BARS•12.OC BEYOND P P DIMS BACKFILL W/CLEAN HORIZ I VERT REST FOUNDATION ON IO'X70'STRIP FOOTWG I COMPACTED PILL i CONTRACTOR$HALL ENSURE PROVIDE 3•'45 HORM BARS CONTINUOUS IN STRIP FOOTING W/ THAT FIREPLACE/CHIMNF7 KEYWAY.PROVIDE 6 VERT DOWELS 24'OC HOR1Z EXTENDED CONSTRWCTION COMPUfi6 W/ALL I r S'-6'MIN ABOVE 70P OF SOOTING PROVIDE 6/8'XD•ANCHOR LOCAL,STATE,AND NATIONAL • 1 ! - GARAGE I OTHER PILLED FOUNDATIONS I BOLTS 4'-0'oC MAX - FIRE AND SAFETY CODES 10' W/7�F6 TOP 1 BOTTOM BAR - ALL STRUCTURAL STEEL COLUMNS TO BE 4'X4'%3/N•SQUARE STEEL TUBE.REST FOUNDATION ON 20•XIO'STRIP FOOTING. ' Ii I PROVIDE 3�S NORIZ.BARS CONY.IN STRIP ' COLD NS TO EXTEND TO FOOTING BELOW PROVIDE I'X4'X5/8'CAP • I VLu - 1 FOOTING W/KEYWAY LAP TOP S. BARS TO I PLATE 1 IYXW7 T/4'BASE PLATE W/403/4•DIM BOLTS WELD ALL CONNECTIONS MAIN WALL BARS PROVIDE TRANSITION - FOOTINGS TO BE 34'X86'X16'SQUARE CONCRETE U/5096 BARS EACH WAY I -1 REINFORCING W/a6 HORIL BARS SPACED i I ' VERT u IT OC.PROVIDE 6/8•XI7'ANCHOR Z BOLTS-4'-O.OC MAX S6'OIAM CORRUGATED Q - GALVANIZED STEEL ; ♦ ai I r,C F - AREAWAY W/GRAVEL iCl - BED.TYPICAL i rr PROVIDE f6 REBARS • ' I /� L 'I IV OC VERT IN MAW i i ' LL. Q Lu , i . , I FOUNDATION FROST WALLS TO 1T,IPE • 1 I - z i r CONNECTION WHERE FOUR - M I 18 NOT CONTINUOUS. I /1 z 6 L1_. A.6 :6 DROP TOP OF WAIL - ' ________ _________ ___ ________________ p` ` t— I _ _1 \ 1 O WW i IY AT DOOR OPENINGS L_______________________ _____ _________ ___________________________________________________________________ ____ i &ll 2811• DI , . ' 1 ______________________7- (J)__________________________________ _________ I 1 i i nZ W A A I �[<z I i t I i s �I - T I i � 5 ; 12 A.5 I o f Z 1 A.6 A.6 LIJ - ------------------------------ Id Dlnn BONO-TIIBCS ---- 1 O oQ --i F OTI 7YWXIo•D'POURED CONE ; ; �I IL I i i I Y O NG W/3 5 C-TUBE W/BARB - I I n �J I I r L________________ ___________________________ ___........... __ ___ __ I ALIDN SOMO-TUBES U/ i , 4- I O POETS ABOVE ____ 4 _____ i------------------•------------ •♦ 1' bl I 1 - i --j--------------- Ir :1 O ; lul -_-_---__ --_-__ ___i_ ______________ _---------_-_---J a,I -------------------------------------- ; ;. 1 . I I i B `i Q IL O O n C A5 Q I ----------------- -------------- , BASEMENT NOTES: I I iL s r a. A5 ' r h h 6•-II' L'-]• 6•-II' ii-4'/ 9 6• i °' / q_I.. /F_y./1_3./a./ S'-1 3/4' i 8'-1 3/4' i a. 7'-II• I / 6'-4 I/4' / 6'-1 1/Y 1 MAIN FOUNDATION WALLS TO BE 10•POURED CONE W/16 BARB^IY OC. - I - HORIZ 1 VERT REST FOUNDATION ON 10'X]O'STRIP FOOTING PROVIDE 3-US HORIZ BARB CONTINUOUS IN STRIP FOOTING UW 3'-4' 74'-O' 10-0' 18•-0' U KEYWAY.PROVIDE 6 VERY DOWELS 24'OC HORIZ EXTENDED 3--G•MIN o ABOVE TOP OP FOOTING PROVIDE 6/8'XIY ANCHOR - AT-4' BOLTS 4'-0'OC MAX - r 2 ALL STRUCTURAL STEEL COLUMNS TO BE 4•X4'X6/IL'SQUARE STEEL TUBE COLUMNS TO EXTEND TO FOOTING BELOW PROVIDE L'X6-XS/S'CAP PLATS 11•X12•X3/4'BASE PLATE W/2-3/4•DIAM BOLTS.WELD ALL CONNECTIONS g 4 POOTINGS TO BE 42•X4]'XI5''SQUARE.CONCRETE U/3095 BARS EACH WAY - r-uo -- B. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS 4.DUST CAP TO SE 4'POURED CONC.ON COMPACTED FILL CUT JOINTS ALONG WALLA AND BEAM COLUMN LINES. 6 CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REGWRED BY CODE(WINDOWS OR MECHANICAL) 6 CONTRACTOR SMALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN - - 4'-0'MINIMUM COVER T PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS.TYP Q 8 SEE STRUCTURAL DRAWINGS FOR LOCATIONS OP ALL STRUCTURAL COLUMNS - O M CONTRACTOR SHALL NOT SCALE DRAWINGS FOR OIMFNSIOMS ANT MISSING. - 'O INCORRECT.OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OP THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR 10 GARAGE AND OTHER FILLED FOUNDATIONS to-POURED CONCRETE WALL - • O O W/GA STOP I.BOTTOM BARB. REST FOUNDATION ON 20'XN7'STRIP FOOTING pQOVIDE 2.US CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING ) •! LAP TOP BARS TO MAIN WALL BARS PROVIDE TRANSITION REINFORCING W/ 6 - - •B'RS-;BRACED u.11'0C VERTICALLY PROVIDE 5/S'X13'AKCHOR BOLTS 0 - .i, V&oD MAX Z {. 83-0 0 IS'-S VA• .. { 77-51/7' _ 7'-10• T'-[VA. ♦. T-8• r. 1A-10• 9 ]• a� It . ' S'-,' 1'-1' - 3'-O• P-S V7' I - - T-A 3/1' In ' .. A.5 i A CUSTOM SCREEN PANe1.5] I F' it- Wai C'ri W/IXI ALUMINUM FRAME co Him��` DOOR TO MATCH ' 1 i TERRACE ALIGN POSTS W/• I SONG-TBBEb BELOW � I �I V Za UYUI�.i:�6C SCREENED N•° - PORCH u� f lo<12 N r c co o Gry Ew-' _ REF OW `CENTER DOORS 1 WINDOWS,. 1 H Q U • I�� I•pcc¢ I i I I I'I F'IALL I 'I :I •i. l y i I I L�'i I I Kl.-r,6HE:N I Q - 1I I I I 1• I I I I ' i ZI>GI9; I O ` ; oho BR AREA ST -.r�._ ;dL' Nn i I m IiXil CENTER WINDOW 'I i I• 1 ( 1 I i 10 ' I !I I I SOFFIT LINE ABOVE. 81 WALL c�" AU IDI� I jB�T.H I ! I I strl I MIS ��� �,nY I / - 3 A' URNCRAFT ' E °d +r (FIBERGLASS COLUMNS W/ ` ,., I I 1 1 ' _•-•_•- N N LAI'N WALL It/O BASE .- - ♦ ;I I I I I i-__-• - --__-_-_"'-._.- RS•-9• .OAK CAP O I 1X4 WALL (• ,'I I I I' ..-._------ - "............ - - FLUS11 HEARTH 2 CAR GARAGE T 6 I I o I on i GREAT ROOM , i - - 29X21 -t I I' I I 11 - - � i;• I1X26 - DI P �,q�w ggg�gyyqiW�WP�WyyW �qq✓: . nl 20 MIN DOOR ;I I CONTRACTOR SMALL ENSURE nH$n58R1ffiSd€F€ �S THAT FIREPLACE/CWMNEY CONSTRUCTION COMPLIES W/ALL p �I HALF WALL TO BE HEIGHT .WP _ ; LOCAL,STATE,AND NATIONAL PROVIDE 1 LAYER S/8' OP 1 COMBINED W/ 4 FIRM AND SAFETT COONS , - ' TY E X'FIRECODE GWB FIFTH TREAD .? _ ` - ON I/1'GOLOBOND RESILIENT S_I• 11 \"/�. B'-f 3/1' 3'-1 1/7' ' ` ., PURRING CHANNELS^CEILING ♦ - IO'DIAMETER TURNCRAPT ; - FIBERGLASS COLUMNS W/ SOPPIT LINE ABOVE I 11 'O TUbCAN GAP AND BASE - J 1 DOOR OPENPR SHALL BE MOUNTED , ' ON HALF-WALL W/OAK CAP - I ON REBIUEMT MOUNTS. i 2 CAR GARAGE, POOL i ENTRY I ^' SOFFIT LINE ABOVH—* - FOYER g PITCH SLAB 1/8'PER FT ROOM ; Q Q TOWARDS DOORS 19X19 I o IBXIS b Q I PROVIDE I LAYER 5/8' ! THERMATRU INSULATED `I'-O•COT GRATED X'FIRSCODa GWB 1 FIBERGLASS DOOR U/ i Q W CONNECTIONS W/LIVING SPACE 'INTEGRATE°&DB LIGHTS �` Q zw _ .GREAT ROOM ]Xf WALL Q'-J LLJ , M � aoceb.' �� A I ! 1 n N {E IX,MA Ge�NY DECKING - j f•I•—Q Z i 5 I i { 5 ON P.T PRAMe W ALIIGN POSTS-W/ Y - W i �SOLu NO TUBES BELOW U- Q^ ' I '1080 GARAGE DOOR 9050 GARAGE OOOR I J 11•'TURNCRAPT NBERGLAS6' I I ' C°LUMN W/TU5CANN .- ♦ - CAP AND;BASe.TYP.. ♦. ♦ �- � 1 T_O. %7'-C'I T-O• j7'-Q. 11'-11 3/,' S'-7 3/4• 7A'-O•♦- ♦ .. 19'-1 3/,' ♦ H•-P u I ea•-O' � < O •- NOTES ALL EXTERIOR WALLS SHALL BE 7Xf m •U•O.0 UNLESS OTHERWISE NOTED 'i a ] ALL INTERIOR WALLS SHALL BE 7XII Q •N'OC.UNLESS OTHERWISE NOTED p ROCUCM OPENIN S PRIOOR R TO IORDERINGNWINDOWS O - - - , CONTRACTOR SHALL VERIFY ALL DIMENSIONS Y PRIOR TO CONSTRUCTION CONTRACTOR - - - INCORRECRBDIMEENSIONS NOT BROUGHT b10 OR Z _ THE ATTENTION OF THE DESIGNER 0 s w ♦ _O- _3• 1'-l" 13'-,1/1' - 4'-9 3/4.. W.-O. r B C ` A.5 A-5 = per h�No�¢ dz W" g�s$Fo IHM- U ZrcuZ 05 Y V) oal. ,♦ Q E— a=� ' O` .. O I,• `i-OM, in i9 B_O• i_p r ��V ��� ri rr ' M O W� �'� WAIL BELOW h - - '.�'-1 Q�i F g o s o .. M SPA M ry0Y u STUDY -- Y q CONTRACTOR SHALL j - ONFIRM WINDOW SIZE - IIXB . BEDROOM u3 W/FINAL TUBE HEIGHT 'f ALL WINDOWS SPA zz AREA SHALL BE t, BATHi ' ryYY ISXiq F a„ TEMPERED MASTER MASTER r Y BATH BEDROOM „� a dQk15 I IXI1 r our I- ----+ pp 6 � $ III CEKALL CUPOLA 6 B•. yy n �`^IN-HALLWAY 2'-6.1/Y eg S ; g t Iy - 1 - .. � .., ♦ i. j�O €gC86v2S W`�gC 1 p 3 , 6 6 l B 9 1 '11 I7 13 I, _ 8 gg . LINEN I 1 1 fox p ' ry -- li 6'-9 V7' L-I I/9' b SOLE j 11 .. OPEN mY '' EEgS✓5 � € � 'I to Below O SHOWBIZ (. OPEN GAS FIREPLACE !y TO .. ]ice - eeLou BEDROOM u2 w . 3iLB ]Lt8 LINEN �• .. _ J _ Q LLI N BATH" Q Z LLJ ASTER ASTE `r'O" Q J Q L05ET LOSE - 1.0 O Ld J n -- 12X5 T 12X5 a rr b n/ DRESSING - rp. w-z 12XI5 0 Q W. oY G QLQH 5 i .5 A z - L1!w w � U % N LLI A.5 q 5 V1 � P-S 1/7• ♦ r-,1/2• ♦ i,_O• N 1~wi ♦ S'-i I/]• ♦ IX-9 I/]•. S._i' r ,•-1• r H'-9' r 4'-1 1/]" i N•-L V]• r 6'-O•' B-0' r 9-0• y W �FJ e 2 NOTES. v - .. .. I ALL EXTERIOR WALLS SHALL BE]Xi 1 Q . IL•O.C.UNLESS OTHERWISE NOTe D. 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C�D o u. r u �o o p-¢ ar w r .a o u 1 ' y 1 FALSE RIDGE_ - ]Xt LAY-0N8 TRUE RIDGE / w� CONTINUOUS RIDGE VENT It 1 I ASPHALT ROOF 54NGLEB COMPLBTfiLY COVER ROOPB p '+o'e, Bi BUILDING PAPER PITCH OR LESS W/ _ 4 6 0\L O C' akb 11 6 12 0 �', D 6/B•CD%SHEATHING ONE LAYER OF ICfi AND O• 7X10, 1�+•/- - STORAGE °/t•o _ n 2 ` a 17 7y,\O f. 17 WA OR BARRIER.TYPICAL +`/- —0 1V O /i.0 - O O° ♦T/ a 7XB CEILING JOISTS oL, 6'-e• L. 1%S^fili'N0 G JOISTS M1 °U•' •�•'•, '—T ".,1:1Iv, r.i r',',i' .1........... _ .. R-30 PBGL5.INSUL T a �� \ 7X0 CEILING JOISTS I - Tr 1 I �T I as Za£y !qy 2 ' - + `_ RAFTER VENT BIKE o�� iCLOSET MASTER SUITE a CLOSE , BATH HALL SITTING.AREA �t ? vfiNT9APPLe = -y1€�$ G�~ . _ T'Q ml@ UL sOFFITW Y" m(aWru� 3/4'TIG PLYWOOD BUB-FLOOR 3/4'TlG PLYWOOD SUB-FLOOR n +• - STRIP VENT 2Ftt�¢��9� � GLUED AND NAILED.TYP GLUED AND NAILED.TYP _ _ ` UL FASCIA U oZrc HicTf�#.'S�O . W/ALUMINUM GUTTER 19SECONO FLOOR _ _ _ 1 - .. 5 - -- SECOND FLOOR® '.i. .I�l%B'.\fJIPRO 7SQ i4 N O.G_.' `.!. •.�4\V,e',T+IPRQ�6q!'RI'Q,D';� A•b Ix PRIEze �✓,"n PROVID E 7 LAYERS S/B' - - - _ R-14 PBGL5.INSUL (f] o TYPE X'FIRECOOE w ON VY COLDBOND pB5IL(ENT - - �, PURRING CHANNELS CEILING DOOR OPENERS SHALL BE MOUNTED , ` Y - GREAT ROOM _ e.�- ON RESILIENT MOUNTS- y � 7Xc°R'OC C' x � 2 CAR GARAGE h POOL ROOM KITCHEN §.Y 2 �`=--vr cDx BHE?T4WB CD q PITCH TOWARDS I 0 PER FT o , A 6 VAPOR BARRIER TOWARDS DOORS S A 6 3/4'TIC,PLYWOOD SUB-FLOOR G 1 �/4•TIG PLYWOOD SUB-PLOOR I' TYVEK HOUSEWRAP c n PROVIDE I LAYER 6/B' GLUED AND NAILED.TTP ` GLUED AND NAILED.TYP TYPE X'FIRECODE GWB _ IF_ '-. B Lyn 9101NG(SEE GL VS1 F LIVING SPACE zz I' \, °CONNECTIONS W/ I NG _ MRST FLOOR® 2 z.. FIRST FLOOR r+y ',11',l/B",TJIPRO'7b0', _ ___ j,, r_A,7/e•'TJIRRO;760.P K!.O C�:;_,, __ ___ RUI JOIST In 7 ._ 7Xi P.T SILL- -v ,-' W/SILL SEALER GARAGE t OTHER FILLED FOUNDATIONS. K, Y. $pi 10• W/]16 TOP t BOTTOM BAR. 7 - - - - 9° a E RE5T FOUNDATION ON]O•Xto-STRIP FOOTING. - ��'.3 k - EROVIDE 1e16/10RIL BARS ART.IN STRIP DF Z(2 a FOOTING W/KEYWAY LAP TOP n6 BARS TO a MAIN WALL BARS PROVIDE TRANSmON BASEMENT - BASEMENT �� y7$ b REINFORCING UI/16 HORR.BARS SPACEDy §• b �a LEBpC�y ° j3 VERT, 12'O.C.PROVIDE 5/e'%I7'ANCHOR IS S gg p BOLTS 1'-0'OC MAX A 6 A 6 10•POURED CONC.WALL &8 ��` o x; SECTION �? GAEAGE •. $ a CONC.SLAB 2 Iu 1 ' —i•COMPACTED PILLR <ggy z�gg$¢ guo10 4Xi i�l WWF TOP I/3 OP SLAB ��e<<p S iM ®BASEMENT SLAB _ R'a >i"�q6 R �c+, 18'-t•./- I_ BASEMENT BLAB a B ' / m EN CfiNTER CUPOLA ON UPSTAIRS HALLWAY �AINTAUI 4C MIN,COVER �SECT�10N �9 ��DO�FHOU�SE SECTION GREAT .ROOM aW�j \b� C "'Ara� �_ U UPSTAIRS HALLWAY N q ' z q QW� U ��to N nw' r Y t k• z q W lllww m ��.� a ule O SECTION fLLUSTRATING CUPOLA LOCATION .e Z Q PORCH EAVE4A . 2X8 LOOKOUT - ASPHALT ROOF SHINGLES _ TYPICAL ROOF NOTESIX4 CEDIAR 3 1/2-CROWN MOULDINGSOFFIT.PTO ITYP.)IX8 TRIM,PTO. ALIGN BOTTOM OP ASPHALT RIDGE CAP IX4LCC FLASHING HEADER W/TOP (� ROLL VENT BLOIBOTH SIDESOF WINDOWS - � - � � BLOCKINGTURNCRAPT 10 - FIBERGLA65 CRIDGE BOARD W/ TUSCAN C - 'i (STRUCTURAL SIZES , ; Ix . MAY VARY) IX4 O 1X4 MAHOGANY DECKING IXIO TRIM ASPHALT ROOF SHINGLES 3W t6a PELT PAPER B/B'COX PLYWOOD.I , RAFTER VENT 2XI0 P.T.RIH JO16T ' �. I 2AO P T.JOISTS°16' O C t TYP WALL NOTES I H �€-¢"Ftn 2' IXIO SKIRT R-30 c ' 9X4 P.T.POSIT HI-BAIT >. a rc9,~��$Wu` II P.T.UOSIT INSUL in n. THFU BOLTS R POSTS=o.L _ U gkL"SiS g do 2X10 RAFTERS � i I SIMPSON APS4 2 ° 2X10 CARRYING BEAM, _--• 31/2'CROWNMQyLpIN��EB POST BASE ftNPP t7 ° 1 EACH SIDE OF POST L- TN-• t W/DOWEL t - -- Ii - YYPICAL_.WALL- u 8'FROST WALL W Q Cw 0 i COLUMN DETAIL O EAVE �' DORMERS RIDGE PENT. DETAIL TYP. RAKE DETAIL E E- u ® SCALE N/7•.r-O• � O SCALe 1-V]• r-0: GZ-1 COU�� Y SeALe I-In•,r-o. ECAL6 I-I/r.r-o• OWV] �7 ZQ� Fg 1 �1C•; .. i Wig POST CAP Ij F II TYPICAL WALL NOTES I O,t TYP RNLIN4DETAIL j lMCA96 ALL 4%N I I IMHEROAIN<HLOVER OF 1 •j �Cc g LEAD.41. BRINNORRMSNINGLES FLASHING SP I EPOM ADHSRSD ROOFING MEMBRANS ICS T P 1LCy!AR ' ` I EEEn`gdbaL �•IAA EDGE SEAM SIDING ISEE ELVS 1 •IBill! C 9/4-XI,MAHOGANY OECKIMG THIS DECK ' - •jBR � "�§a= LINE AN1TIron OF I I AL ORIP SOGR 'TYVEK' HOUSEWRAP E L3 7 HPOII EXTRA LAYER y'° 3�a 1 7 1/2'CDX PLYWOOD CARRY ROOFING - I TJ RIM JOIST. �+ ---- -- - ♦ - nenaRANe D•SP I I 2X4° 14'O C ' - � e _ $� POST I4X1 I - ''1 - II L ® Fr�"d 'R-14 FIBERGLASS INSUL 2A4 PT.SILL I i k:7� i-�h9_� 9M - - �I 2A' NT9;r 1 �� 6 POLY R BARRIER ._._ • ♦ MIL PO VAPOR I. Y 1/"TAPRO260 i; - -- -- ---- - ]%�CST TAPEReO , g 1 -- — '.THRu BOLTS 1/2'G W.B SILL SEALER ,I �AG6 ri S/7'SHEATHING I - . (, ]wo arr TAPERED I 5/B' DIAM 12'GALV.ANCHOR ]d]TAPE11 R CST•VS•PER FOOT - - _ L, - O - 1 r BO T B 4' O' C. q , w 7%1 SLEEPERS ; .. `Z 11 - �I "1 _ Ix/ PILL 1 TAMP 6'OUT FOR In yr 4a1s +I' '} ! � �•` .- - I'/F7.SLOPE it II ♦ `J STEEL HANGER - ♦M 11 M4.STRAPPING 1 CCONT.HeAOSR Ova I 1 - 1X4 TIG V-GROOVE CEDAR CEILING BCREENEO OPENING 2° PS REBARS,CONT. I,1 ,'1 Q SIZE BAND JOIST TO REC:EVe BOLT - I X TµIK - 1 AROUND ALL OPENINGS _ Q i ..,, li DAMPROOFING l-1-1 Lu -'IL PAD Daul . . � io"(t°ca � � .. .. .-•, Q W. - 10'" SECOND FLOOR DECK DETAIL TYPICAL STUD WALL TYPICAL SILL DETAIL _� a SGLE s•=I'-o" r .. SCALE rvr.r-o• BCAL!I-In• r-o• . W OZQw 4•APRON THICKEN TO B' - - - - ° DOOR dPENING B5 REBARS°2'-0'O C W IIU` G - -GARAGE DOORI�--1�.v 1 ( I I/2'Xl I/21XI/4'.. GALV ANGLE W/ 44 TYPICAL WALL NOTES - TYP T6 COLUMN DO NOT BACKFILL WALL BIT JT.FILLER, _ I N T B I I AN ° 3'-O' - UNTIL CONCRETE HAS - BITUMINOUS JOINT FILLER, I - , 4-COMPACTED PILL ATTAINED T DAY.STRENGTH 11 TOP OFF W/FLEXIBLE 4'CONCRETE BLAB I I OC.MAX. - AND BOTH TOP 1 BOTTOM a JOINT SEALANT TOP OFF W/FLEXIBLE 11�'� 4X4 4/4 WWF - 6/8'DAM 12'GALV ANCHOR ,I' OF WALL ARE PROPERLY Oil CONCRETE FOOTING JOINT SELANT. I I TOP I/3 OF SLAB • I BOLT 1' 4'-0'O C. SERCURED -II 4X4 U4 WWF,TOP 1/3 BASE PLATE ♦ SILL SEALER 4'CONC.SLAB n WWF 4X4 6/4.TOP 1/3 OF SLAB I• - �� _____ ♦ - I It OF SLAB �s-� °�"' It 4'CONIC SEAS ♦'- - 2°B6 REBARS.CO II _ _♦ It 1 1 -♦ � � � it __P_____M_____ e• :.' -----------Y'- ------- ( FINISH GRADE.PILL 1 TAMP I O y :i f 4 COMPACTED + O I 4 KEYWAY FI FOR 1'/PT.SLOPE.6' AROUND E' 'I _ I '`' I CTED ` ♦ _ ` FOUNDATION. 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JE aj R u u I m«It } I ~ I I _ TimborStrcnd 'LSL RIM BOARp. - �� .. C Z Far m.(.-Uon on lateral A 5 A.5 0 Iootl capac,f leg refer to r nt TlmberStron d' LSL - nm beard Ill era turc L I - 13/4" M10rollom LHL may also be used as rim board TYPICAL DETAIL®EXTERIOR WALLS - - i LVPOLA PRANNcY3q�.x Becher blank• Install fight to top flange R(tight to bottom flany with loco mount hangar ) At taeh DES=<z` with 10-10d (3) box'node, cl,nched when p06aible ]w0•LL'CC +?X,D'�'ad- ' 1 _ .'. a�•z=__a•zz:z c z_ccc'e�_z:azczzcl._e - • �-+ 1, - y 1 tJ � ¢ VNI u b a w Filler block• Nall with 10-104 (3") box Ito "nchotl when poeslblo. 'J Use 10 Ird (3 1/2") box n de from - eorn Id with Tit Pro 550 jolets I o _ 6,+ -b oek taquvetl gonly when ngerbacl�r %' lead exceeds 250 pounds �1a TYPICAL DETAIL®'INTERSECTION OF III •i u u L1,C/a C/] DOUBLE MEMBERS' _ - Io o h i• O W Ca e 0OG FAR •x� ]•L L OB P,RR4 t ,�I Y e ]M 1'X V]• L y OJGN O G8T J�-,Aj CCo NEZ.Olu Mleroilam LVL. Poroll0mPSL w uuL _ L uNa curoLA p or Tlmber5trgnd LSL � � xl >a.>zrxt Vr yt a ^ 9 ;I II CCOI - - ti 7 B• oR cen,xc !•p, II ,� I IIE ( I• // ¢ ;! t I • oxrs ur ran 9EAn91 ! /T. EafE 5Y3 _e:�:Mi ce1yn raAmna. °O�° __: � B= Gt: _z.a•_ a!� s, _ _Top flange, -_ _ _- __ TO NOOe f w �i In Face m unt I eT, _ . -611 ,N, • -.II + L li ' A C 'll T �o a •la •xh tvL I. ]n a/•xt yr LVL uFzi v$ hangar e I Sj: r II II >! �I n �! L '� p jj I r ! yl liter ,•X o^ lilt P09 PR „ Roo Dn lace ••I j ��. .; u .I a h a > _. <sd3"aN���yI�G��.g7 Web stiffeners ore requ,rea - I 1 I - _ ,f the o.dos of the hen gar do - - -- I jgg d of tole oily support the'TJI '� - I - at3t EACH . Joist toP /tango and per current - u I J rRovwE el /rxt yr L dYyCeA Trus Joist MagMNlan Iltero tare ]No-_D.N'oG e a ? j " gY55 55 33 1 n T.— vrori&IIII 5—AceeT _ ro PIREn.Aee. eee aecrae•e 2 TYPICAL DETAIL OF FLUSH FRAME' - 'I I II j. roR MLLAit nE LDcwaox B g E ET IL OF LAM IBM Load hoar,ng a shveaar wall bovo _ I I <•' " (mUst stook o 11 below) Blocking Panel. • ''I and aa•xttivr LVL it Cul U Ill A' - C O LTO GNw ifi4 N NOOK .S - I J _ - G-•-I LLJ Web et:ffene- required eoah side at 81W - HE TYPICAL DETAIL®LOAD _ 2910 BEARING.WALLS - Neece.'aroxt7Dl'Rrnl��`dlx A.5 - Q 1•fC-Z> STRUCTURAL NOTES SPECIALLFEAMSI,NOTE-7 C PLANS ARM CONCEPTUAL IT 15 THERESPONSIBILITY OF - - AXD TO NOT PY AR NW ECT OM CHANGES 1IN FRAICIINGH UST BE MADE N/ORDEFG CODES W ALL EXTERIOR WINDOW HEADERS TO BE C G+-N , 3o]XIO W/0RI/2'COX FLITCH PLATHS - TO ACHIEVH OE81GN INTHNT AND/OR CODE COMPLIANCE - - UNLESS OTHERWIBH NOTED • Uj LU ALL WINDOW MULLIONS TO BE SOLID 0 W 2R9XL POSTS UNLESS OTHERWISE NOTED - - O (n U POSTE a STEEL BEAM ENDS ARE 3 1/]'CONIC FILLED STEEL LALLY COLUMN5 UNLESS OTHERWISE - - LU - n NOTED.ALL OTHER POSTS WAL TO BE SOLID GXG a EXTERIOR ALLS AND E E W 60U0 O INTE RIOR ERI R WALLS UNLE68 D i OTHERWISE NOTED � - �tSd TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/9'BEAMS -im inn u�D dl� nb r r d 1nn8g w n d R0 S ]neeea j w• ]aaxs or ILo.xans.d•o ti - _ Ij dluo �I 4.4 sa • a PIeCDe ID-,• a ll Rs or yr wn eaLTe.d•oc 1 - < 40 -1..aua1 nrek IDS MULTI 3 1/2'BEAMS ROOF PLAN > IN � �t ]PIECES tar ]Roue Dr.M.M 8—"W oe - - SCALE 1/9'"1•-O. I . � • 4 ' o OVERLAY DISTRICT: ' GP — Groundwater Protection Overlay District Estuarine Watershed Overlay District u ' nUe RPOD — Resourse Protection Overlay District Ave 2� 3I_ ZONE: pines 2 RD-1 * asant a 58� Area (min.) 67,12.0 (RPOD) pie Pov Fronts e (min) 20' : Width ?min) 125' * '. of Setbacks: SO 5 51g 30 Side 10'Front 30' �5 Edge R' t' L= Rear 10'FLOOD ZONE: . : Zones X (0.2% Annual Chance) & X (Min Flood Hazard) Community Panel No. LOCATION MAP: #250001 C 0562 J July 16, 2014 Scale: 1" = 2000'f ASSESSORS REF.: Map 233, Parcel 051-001 DIRECTIONS: 140.7' From Hyannis — Head north on yarmouth Road and left onto Rt. 28. At the Traffic Paved circle take the first left onto lyannough Rd. Drive (Rt. 132). Turn left onto shootflying Hill Road and left onto Huckins Neck Road. Turn right onto Pleasant Pines Avenue. # 41 is on the left. REFRENCES: Deed Book 312311342 Plan Book 394/18 Lot B `O O if) N M N � O N Porch #41 2 Sty w1f 13.3' n/f Dwelling \ James H. Eldredge 23.3' Existing Porch to be Removed r 28.6' Deck Pro Elevator, 3 Spa, Closets Joseph L & Patricia M. Patio \\ Cairns Jr. ^M1 \OO _4. O Pool ' N \ _4Q`� 100.0' a \ o � O t0 \ 50.0' BVW Wetland flags per SE3-4173 OfMq ��FP s`S9 C od9a of JOHN C. ti� ed>loke 11 - ODE Bearse Pond aV a' A Great Pond \ 48168 Part of Wequoquet Lake \ I dot /STE -� FSS/ONAL ENG�O 717LE. Site[Site Plan PREPARED BY., - PREPARED FOR. NOTS., - • 1) The property line information shown was Proposed Improvements EII�IIeering& Irene T Gruber Trustee compiled from available record information At Sullivan CuIISlllft Inv, 205 Newbury Street ground The dwelling was located edon from an 01 the y � ground survey performed on May 3, 2019. Framingham MA 01701 �+ 41 Pleasant Pines Avenue t>�,. ►•�.e«�•nat�„,�.,t,t»tm,t� 9 Barnstable Centerville Mass. RCO"' wwMw0lMnsnglneom 0 ( ) Droft: CTR Field: CTR 30 0 is 30 DATE' May 6, 2019 SCALE., 1» = 30, Review. JOD Comp: J00 v Pro' t Ca obianco Project t. 320002 _ ZURT NICHE ARCHITECTURE-INTERIORS THESE ORAWINGS AND SPECIFICATIONS SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF NICHE ARCHITECTURE.INTERIORS,AS INSTRUMENTS OF SERVICE ALL COPIES SHALL BE USED ONLY FOR THE PURPOSE INTENDED BY THE ARCHITECT AND SHALL NOT BE USED FOR ANYEAIENSONS.ADDITIONS,RENOVATIONS EN Barnstable Bldg.Dept. OR SENT OFOTHER RCSITE WI(NNN THE ARCHIT ESSIO CTOISCRIRSA CONSENT OF IN ARCHITECT.THE ARCHIIECiDiSCUlMB ALL PROMISES AND WARRANTIES THAT THE PAETICULAR ALTERATIONS DESCRIBED HEREIN WILL SATISFY ALL OF THE d by �- PROVISIONS OF THE AMERICAN DISAOLITIES ACT. Appm" I THE CONIAACiOfl IS flESPON9BLE FDRDBiMNING PERMITS /ZQ?y2/ ANDCONPLWNGWIINBUILDING CODES,AND FOR METHODS. RES OF r_...�„.jt#• CONSTFIG RUCTIS.N,SAFETYSAN0UTIONSANDPR �r��3jj�l��YY CONSTRUCTION,IR,SATHE WORK. E ARE AND ARE AS IN CONIOCTION WRIN IMF NOAK VR ARE HOT ABLE ID ASSUME RESPONSIBILITY FOR THE PERFORMANCE OF THE COORAC(OAS. SUBCONTRACTORS.OR SUPPLIERS •A to r 'U+ ALI DIMENSIONS ARE TO BE CHECKED ON BITE BYTHE ARETOABEREPOHED�TO THE ARCHITECT.'NICHE DSCREPANCIES,ERRORS OR OMISSIONS AIL IRAWINREARNIFitI0RTI8."AEFOOFC E ARCHITECT,ONSTRUCTION AECINS. � SCREEN PORCH + ELEVATOR ADDITION ��FtE RCh,� � T CAPOBIANCO RESIDENCE NO.951476 41 PLEASANT PINES,CENTERVILLE,MA BosTON t k MA J� a sue, G N' :. � • �Fq NASc�F 2 EXISTING WALLS I „ W � ;� + ` TIRO TITLE SHEET A200 SOUTH ELEVATION TIDI PROJECT NOTES A201 EAST ELEVATION =_= DEMOLITION frvA202 WEST ELEVATION [� NEW CONSTRUCTION SPIDO SITE PLAN i ® ODOR MARKER A300 BUILDING SECTIONS EXIOI EXISTING FIRST FLOOR PLAN A301 BUILDING SECTIONS Q WINDOW MARKER Y yj EXI02 EXISTING SECOND FLOOR PLAN t ;na _ y A A400 ELEVATOR NOTES NR.. .. III:6KPTmN - .'RATE 77-73' I PERMIT SET 5.13.19 I EX200 EXISTING EXTERIOR ELEVATIONS 1' EIOI ELECTRICAL PLANS 2 PRICING SET 5.29.19 DI01 DEMOLITION PLANS SIOD FRAMING PLANS A100 FOUNDATION PLAN AIOi FIRST FLOOR PLAN A102 SECOND FLOOR PLAN ADDITION ALTERATIONS WOMAN RESIDENEE 4. _ _ TITLE SHEET r •Sim.}v p - '1�'NX''G,..al►". - r, ¢ ». ryV, ;„ ^;dSpA,:•.'s` ,.,a'e° �• d ``1" ,.,r;, as ,. -' ..' ."^ +a°,'sN.' •m z a.:°`�a. .�• +.L"'`•` - dE... ,"`a ,R„r„ r..:.r-N-�,,:� a� b!: . ^:'>A'y*t" .++t M`R4 - .jya„'N' ,',�Tk°"ra�. -�"+G. '�"^:' �" -rcr«. .,,ysa.''me.' .._. 4�r(" ��.` ,.iw '�•�'!... 's +. .£ERSPECVE(NOT FqR CONSTRUCTION) "` "a r. ' �' m :. a b SCREE:AS NOTED:> - -.,. ..,. ;W":H...-� R,. r, «-._ S"�::, e.,. A,1„ u.. �� ;C. :• _ra a.r �^a-. $,ni .7 ""'' ' a > DRAWN BY:MJR _ JOB NR.:Ia-31 0 HOMEOWNER(S) ARCHITECT GENERAL CONTRACTOR STRUCTURAL ENGINEER LAND SURVEYOR RATE:5/29/2019 DAVE 6 KIM CAPOBIANCO NICHE ARCHITECTURE+INTERIORS KENDALL 6 WELCH CONSTRUCTION ASAP ENGINEERING 6 DESIGN CO.. SULLIVAN ENGINEERING 5 CONSULTING,INC. Tz 1A� 41 PLEASANT PINES M C.k CENTERVILLE,MA 02632 120 ST.JAMES AVENUE 108 PARKER ROAD 155 E.GROVE STREET 711 MAIN STREET FLOOR 6 OSTERVILLE,MA 02655 MIDDLEBORO,MA OSTERVILLE,MA 02655 508.254.3115 BOSTON,MA 02116 OCAPOBIANCO@ATLANTICMANAGEMENT.CUM 508.428.4900 508.946.3561 P.O.BOX 659 508.259.4160 RON@KENDALLANDWELCH.COM ROODESROSIERS.ASAP@VERIZON.NET TRUSTEE: MATT@NICHEARC.COM KENDALLANDWELCH.COM 205 N ASAPENGINEERINGCO.COM 598.428.3344IRE r� T GRUBER NICHEARC.COM SECI@SULLIVANENGIN.COM NICHE architecture+interiors 2D5 EWBURY STREET SULLIVANENGIN.COM MATT@NICHEARGCOM ssazss.alsR FRAMINGHAM,MA 01701 WWW.NICHEARC.CRM L— .Ri Z N _ - m - -;nm - - = o m v - _ v �cn stela F-M o v oo v - R2 e e m ?F Z _ v oo -m v 0 0 _ o a m o e a o o o a goy a ZO _ - v - a x e o v- ": O � o m a - o - m . - m - ppa o fo o e v a m v a m o v o e o o= o 29 22 E2 rq vrA El sl s Ei 22 m o = a m o El E2 my a m o 03 EL • c £ ao o v v c o v o o v -og �a o sn c o v rg si SP 03 v c m v F e v v o ova mgv v v o o Ac o o_ v03 v o o vo o meo v v m- o i v v o�� v v P3 AS 0 0 - v - - - - a v v o v v v m v - vm m v 33 91 Fe _ o - v c vv a v o v o vala v m v m _ o v v = a v my o v Fg 93 gg PI 09 o�o D G7 C] � 3 _ rn c z mm I v .� p C D Z Z D J7. I 1 mz -vo _ T. 9 o o - v ^�- �. -� �_ v m o -e C v E�l y _ t9rES o w Z y 0 vi v v c Z m Or a C O 0 p p r O Di CZA p p Zti xa a z c p z y o oE h - - - - m C 3: - gym_ - - � _ - - - - -- Adz i - - - F m ne+ _ mm 'c.; - - - - Pt m fP9 - o o pm y y m � m 4 m - 3 c0 a�s"�vAl- 'm Z y Imo=9�o I o� �sa��om Ed qC y ga Tim ti — yUSETTS `� y m MnrK OVERLAY DISTRICT: GP - Groundwater Protection Overlay District Estuarine Watershed Overlay District RPOD - Resourse Protection Overlay District a oe s Avenue. �a �D AVe 21.36 ZONE: " • ' ' �` C� es �0 pin 20' RD-1 IM ry 58g Area (min.) 87,120 (RPOD) • � A •.• J PleasantDove Frontage (min) 20' "1 s wi Width (min) 125' } • �. i lang Setbacks: ,rIs of 8.30 Front 30' s B Edge 54, R�5� Side 10' E.98 Reor 10'. FLOOD ZONE: y �. Zones X (0.29 Annual Chance) & X (Min Flood Hazard) Community Panel No. LOCATION MAP: #250001 C 0562 J July 16, 2014 Scale: 1" = 2000't ASSESSORS REF.: Map 233, Parcel 051-001 DIRECTIONS: 140.7' From Hyannis - Head north on yarmouth Road and left onto Rt. 28. At the Traffic Paved circle take the first left onto lyannough Rd. Drive (Rt. 132). Turn left onto shootflying Hill Road and left onto Huckins Neck Road. Turn right onto Pleasant Pines Avenue. # 41 is on the left. REFRENCES: Deed Book J12311342 Plan Book 394118 7i Lot B n0 o �N M In � Porch . #41 2 Sty w1f 13.3' n/f Dwelling \ James H. Eldredge 23.3' Existing Porch to be Removed 28.6' Deck Pro Elevator, z \ Spa, Closets n/f \ and Porchca Joseph L & Patricia M. Patio \ Cairns Jr. t� M -�00 \Bv o Pool ' N \ \-40 \ 1 on.0' :) \ \\ O N\ \ — O d' off/ \ N \ 50.0' 1�71 \ \ _ \ BVW Wetland flags \ per SE3-4173 oe jd or Bearse Pond A Great Pond \ Part of Wequaquet Lake \ i n"E.. Site Plan PREPARED BY, PREPARED FOR: NOTES 1) The property line information shown was y Proposed Improvements EIl$1IIe81'lII$& Irene T Gruber Trustee compiled from available record information m (� };,� Inc205 Newbury Street 2) The dwelling was located from an on the y At SUIliVan Consulting,In y ground survey performed on May 3, 2019. 41 Pleasant Pines Avenue c5osl428,W"-M B=6W"ra Mess Framingham MA 01701 Centerville) /Vlass Barnstable ( . secWu11WnwWrLcom•www.sullM�n=m Draft: CM fleld, CTR ao o DATE: MO 6, 2019 SCALE 1 n e 30' Renew. JOD Comp: JOD oil V y Pro t: C ianco ProJect f 520002 1 m � � a � a i m I I E ) ! ----------------- -------------- --------------------- !! j} 11 ` 11 - 1 II 0 1 _ 1 1 1 � 3 o 3 _ 1 1 1 1 �j ij i LIB it ,I i II El,l 1 I 1 ---- � 1 f ----------------- xi ue • �� ,iI��1 �i� �II� ilia ilt ��(��Itll I !� liil I�(lil 1�!II 'liiil '� (I(I(� ll "U" 213 f55 m amp i��v��T=� _ 3 C.3 I O _= _mgMMU m `aya ^off aNNE + - � a c� rn El o 0 ....................... —. 0 oC� r II: n: lul :II;I ' ICI I ii ' I i I�il�l� i z !! } II I jii ?3j m 1 ili 1 I ------------------------------------------------ ------------------------- IP ---------------------------------- i ,1II lilil;luiliti f;ll,il j .—.—.—,—.--- QO rII Li E, II � c r 3 v � 3 I I I I I I i I v v I � 3 I N I • 1 I , I I • I ----------------- y4,R9-ac a M aee =oTyTo= �ao i1-0 3� � � ''+r �� �,T•1) p z � y� � � v � � � � p 'p. � y�T� "�����o �cm� gTH��o amom ^=5 Mg Ei v N — I yUSFT7S _� og _ y ----------------------------------------------------- ON — - ......j J.1 IZ -- ---- - --- --- --- 13 r l •— - —•------ j j 1 I i LLJ I i � I I I I - I j- =ter e m o s w o o _ Lo Amin �m �_ mig =a^ �A 3 ' T m-�'_+ �� o o DCY) ` _moo v A ti s Z O m�ti mom _ BEM" ya _ �_ J 019 NICHE ARCHITECTURE•INTERIORS.THESE OAAVANGS AND SPECIFICATIONS SHALL REMAIN THE SHE AND EXCLUSIVE PROPERTY OF NICHE AACHITECTUAE•INFERIORS.AS INSIPUNENiS OF SERWCL ALL COPIES SHALL BE USED ONIY OEMNEI110N NN1ES FOR THE PURPOSE IN ENDED BY THE ARCHITECT AND SHALL NOT BE USED FOR ANY EXTENSIONS,ADDITIONS,RENOVATIONS OR ON ANY OTHER SITE WITHOUT THE EXPRESSED WRITTEN I.REMOVE ALL EXISTING CONSTRUCTION AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK DEPICTED ON CONSENTDFTHEARCANTIESHITECL THE ARCHITECT DISCLAIMS ALL PROMISES AND WARRANTIES HEREIN THE SAETICULAR SFYALL THE DRAWINGS,IN THE SPEICFICATION AND IN THE WRITTEN SCOPE. Auf9ATNns oEscAlBfo eFAEIHVRU SATISFY ALL OF THE REVIEW EXISTING IRRIGATION SYSTEM SPRINKLER LOCATIONSIN PROVISIONS OF THE AMERICAN DISMOUNTS ACT, CGORDINATO WITH LANDSCAPE CONTRACTOR.AS RECURED,FOR I S 2.DURING CEMOLITION PHASE.THE CONTRACTOR SHALL FOLLOW ALL OSHA,EPA.AND LOCAL REGULATION REBUFFED FM OfMOU110N, THE CONIRACIOR IS RESPONSIBLE FOR OBTAINING PERMITS REMOVAL OF EXISTING SPRINKLER HEADS "'�"'""'"-' - -""'"I ANOCOMPLWNG WITH BUILDING CODES.AND FOR METHODS, H �_ -- - 3.FOR OEMOLOION,EPA REGULATIONS UNDER NATIONAL EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS CONSTRUTION,SAFETY AND PROCEDURES OF DEMO AND REMOVE EXISTING ENTRY STEPS I CONSTRUCTION, SAFELY PRECAUTIONS AND PROGRAMS IN REMOVE AND STORE EXISTING FLOOR BOARDS _ (NESHAD).40 CFRGI,PART M REG IRED THE OWNER TO KNOW THE EXTENT OF LEAD AND ASBESTOS AT THE FACILITY CONNECTION WITH THE WORK.WE ARE NOT ABLE TO ASSUME PRIOR TO THE START OF THE WORK THE CONTRACTOR SHALL REVIEW THE SURVEY AND RETAIN A LEAD AND ASBESTGS RESPONSIBILITY FOR THE PERFORMANCE OF THE CONTRACTORS, DEMO AND REMOVE EXISTING ODOR I I ABATEMENT CONTRACTOR TO REMOVE ALL CONTAMINANTS PRIOR TO DEMOLITION III ACCORDANCE WITH APPLICABLE SUBCONTRACTORS,OR SUPPLIERS H REGULATIONS.A LICENSED LEAD AND ASBESTOS CONTRACTOR SHALL COORDINATE THE WORK PROVIDE SCHEDULE ANTI L All OIMENSIDIMAAETO BECHECIOOONSOE EVENT REMOVE EXISTING HOSE AIB yl--.--•-.L-...,.."„ _ ADMINISTER PAPERWORK WITH THE GENERAL CONTRACTOR FOR THE SURVEY/INSPECTION REPORT.CONTRACTOR CONTRACTOR ANY DISCREPANCIES,ERRORS OR OMISSIONS a == i}_•�.- =��--G�a+�B'"'' SHALL REPORT TO THE OWNER FUR INSTRUCTION IF THERE IS ANY MOLE DURING INVESTIGATION PRIOR TO ANY _-_-_ ____�a. ARE TO BE REPORTED TO THE ARCNRFCI.'NICHE DEMO AND REMOVE EXISTING SCREEN PORCH WAlL15) �r""I i^'� DEMOLITION. ARCHITECTURE•INTERORS.'EFFORT CONSTRUCTIOR BEGINS H H I _ II ALL DRAWINGS E E O ARCNI1ECi. 4.ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE GRINIERNATIONAL REMOVE AND STORE EXISTING SCREEN PORCH FLOOR BOARDS -- �i = RESIDENTIAL CODE(DEPENDING UPON THE PROJECT TYPE).STANDARDS AND CONSTRUCTION PRACTICES, Q /7 5.ALL TS SHALL ED FROM r DEMO AND REMOVE EXISTING SCREEN PANELIST /I I H�uV I PRIOR tOF00A0tl IOIi CONTRACTOR SHALL CONCOCT ALSMUNICIPALITIES iEWS 1ATO FIELD AND VERIFY ALL J•R/O��A C� DEMO EXISTING WALL FOR NEW ELEVATOR DOOR ^7 FBI I I BCILDING CONDITIONS,EXISTING CONCEALED CONDITIONS.UTILITY AND SERVICE CONNECTIONS PRIOR TO REMOVEAND STOREEXISTINGNALL WINDOW IHHI COMMENCEMENT OF WEEK.ANY DISCREPANCIES IN DEMOLITION SCOPE OR ON DRAWINGS SHALL BE BROUGHT TO THE 6 IMMEDIATE REVIEW EXISTING VENT LOCATION rH1 H I C MMENCE WI HOUT FIELD VERIFICATION BY THE CONTRACTORCONSTRUCOON BEGINS.NO DEMOLITION WORK SHALL NOuj g514N MOVE.AS REDDENED.TO ACCOMODATE NEW ADDITION H 7.ALL SALVAGED ITEMS,SUCH AS LIGHTING FIXTURES,EGUIPMENT:FURNITURE.SHALL BE RETURNED AND STORED PER BOS�� co I U I OWNER'S INSTRUCTIONS. - MP REMOVE AND STORE EXISTING LAUNDRY ROOM WINDOW— H"� I. 2 PV DEMO AND REMOVE EXISTING WINDOW WELL AND BASEMENT WINDOW IIII H �'—moo B.ARCHITECT'S DRAWINGS ARE SHOWING GENERAL ITEMS TO HE REMOVED ONLY,AND DETAIL ITEMS SHALL BE REMOVED INFILL WINDOW VOID WITH NEW CONCRETE II AFTER A FIELD REVIEW BY HER ENGINEER AND OWNER W41 w nF APPTING CONCRETE WATERPROOFING AT INTERSECTION OF NEW AND _ S.OWNER SHALL HAVE RIGHT OF FIRST REFUSAL FOR ALL HUIPMENT AND MATERIAL REMOVED DURING DEMOLITION.AND LY EXISTING CONCRETE - H r' EEGEN ,e " -•L-.-_.:'_ •_=-._==:?' - � � WILL PROMPTLY REMOVE SELECTED ITEMS.ALL OTHER DEMOLISHED MATERIALS ARE 10 BE REMOVED AND DISPOSED OF -' - r , OFFSITE. LIMIT OF CONSTRUCTION - H I EXISTING WALLS . 10.THE CONTRACTOR WILL MAINTAIN EXTINGUISHERS THAT ARE FULL ANDIN GOOD WORKING CGNOITIONOURING • �� • /T DEMOLITION. - .- ./\\"y. DEMOLITION DEMO EXISTING WALL FOR NEW WINDOW ROUGH OPENING IT,THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EOUIPMENI " r REMOVE AND STORE EXISTING BOOR GRILLE 0 WITH THE OWNER AND UTILITY COMPANIES.THE CONTRACTOR SHALL CAP ALL MUSED UTILITIES. NEW CONSTRUCTION� Il '--"'J "� _"` 12.CONTRACTOR AND SUB-CONTRACTORS TO REMOVE ALL ABANDONED HVAC SYSTEMS,DUCTWORK,GRILLES, - QX ODOR MARKER CONTROLS ASSOCIATED CONDUITS ANCHORS FASTENERS ETC UNLESS SCHEDU E O R MAIN OR SHOWN N EXISTING DOOR TO REMAIN ?�� L.� ,,.� LOT E 0 PROVIDE PROTECTION DURING DEMOLITION AND CONSTRUCTION cq �" / ,v DRAWINGS TO REMAIN. • yl I ` (D WINDOW MARKER `--I- 13 CONTRACTOR AND SUE-CONTRACTORS SHALL REMOVE ALL ABANDONED ELECTRICAL SYSTEM(INCLUDING ANY - REMOVE AND STORE EXISTING SCONCE "- - REMAINING KNOB AND TUBE ELECTRICAL SYSTEMS.ALL ABANDONED LIGHTING SYSTEMS,ALL ABANDONED LGWVOLTAGE SCONCE TO BE RE-INSTALLED IN SAME LOCATION AFTER CONSTRUCTION SYSTEMS INCLUDING ALL EUUIPMENT,DEVICES,WIRING.CONTROLS,ASSOCIATED CONDUIT,ANCHORS,FASTENERS,ETC, NO. DESCRIPTION "` '`DATE' UNLESS SCHEDULED TO REMAIN OR SHOWN ON DRAWINGS TO REMAIN.THE ELECTRICAL SUB-CONTRACTOR SHALL BE I PERMIT SET 5.13.19 RESPONSIBLE FOR SAFE AND LAWFUL DISPOSAL OF FLUORESCENT TUBES.BALLASTS.BATTERIES AND OTHER 2 PRICING SET 5.29.19 HAZARDOUS MATERIALS ASSOCIATED WITH DEMOLITION. Ini(\FT M I R F T I 14.MEP CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL POWER.UTILITIES,MECHANICAL SAFETY FOR fII1U1 fLDDII DL�D�IIIDN PLAN � � CONTRACTOR'S WORKERS DURING DEMOLITION PHASE, I e 15.IN DEMOLITION PHASE,HE CONTRACTOR SHALL FIELD INVESTIGATE AND COMOINATE WITH MEP ENGINEERS.ALL ELECTRICAL PANELS,ELECTRICAL CONTROL DEVICES.MECHANICAL EGUIPMENT,EXPOSED PIPINGS,METER PRIOR SCALE:I/4"=I'? REMOVAL;OTHERWISE.CONTRACTOR SHALL CHECK ALL MEP EQUIPMENTS TO ASSURE THEY ARE IN GOOD/WORKING co6omofls tf 16.THE CONTRACTOR AND SUB-CONTRACTORS SHALL REMOVE ALL ARAN09NED PLUMBING SYSTEMS.PIPING,FIXTURES, ANCHORS.FASTENERS.ETC.UNLESS SCHEDULED TO REMAIN OR SHOWN ON DRAWINGS TO REMAIN. ADDITION ALTERATIONS 17.ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY,SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING CONDITION AT THE EXPENSE OF THE CONTRACTOR 19.ALL ADJOINING PROPERTY SHALL BE PROTECTED AGAINST ANY DAMAGE CAUSED BY THE GENET RUCNON.THE_BA«UNY_.....-----_---__ ( - CONTRACTOR SHALL PROVIDE ADEGUATE PROTECTION OF HE OWNER'S PROPERTY AND CONTENTS HEREIN DURING H 1E H ' ' DEMO AND REMOVE EXISTING RAILING SYSTEM I�' - ____ --r"ti--n z_,.__ Y ti--- - 2- 1 WORK RESIDENCE I I i I I 19.ERECT TEMPORARY TREE PROTECTION PENDING(4'-0"HIGH ONDRIVE STAKES)AI LOCATIONS INDICATED ONSITE REMOVE AND STORE EXISTING DECK BOARDS H s f I PLAN, I II II I 20.ALL INTERIOR ROOMS NOT BEING EFFECTED BY CONSTRUCTION SHALL BE PROTECTED DURING THE CONSTRUCTION REMOVE AND STORE(2)EXISTING SCONCES AND(2)EXISTING SPEAKERS 1 PERIOD.INSTALL PLYWOOD BARRIERS WITH PLASTIC SEALS AT ALL DOORWAYS AND OPENINGS BETWEEN JOB SITE AND 1 H I OTHER AREAS OF THE HOUSE INSTALL PLYWOOD COVERS WITH PLASTIC SEALS At ALL AIR DIFFUSERS AND RETURNS TO REMOVE O DETERMINE EXISTING DOOR SHALL BE WINDOWS 1 OWNER TOOETERMINEIFDOORSHALLBE SALVAGED I.i E' �LTI ENSURE PROTECTION AGAINST PENETRATION OFDUST INTO MECHANICAL SYSTEM ALL EXISTING SURFACES AND RE-INSTALL(1)TRANSOM VAN09W IN NEW LOCATION I II � I EDUIPMENT WHICH ARE TO REMAIN SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE COURSE DF HE WORK THE CONTRACTOR SHALL ASSUME HE[RESPUNSIBILITY FOR ALL DAMAGE TO PROPERTY DURING HE WORK.AND SHALL DEMOLITION O LITI O N PLANS CUT EXISTING FLOOR JOISTS,AS RECURRED,FOR NEW ELEVATOR AUDIRON II - u MAKE ALL REPAIRS W/O ADDITIONAL COST TO HE OWNER, - BEWEW EXISTING W1ARJOISTS IF WATER FOR EXISTING WATER DAMAGE 21.NO STRUCIURAL ELEMENTS SHALL BE REMOVED UNTIL PORTIONS EFFECTED HAVE BEEN AOEGUATELY SUPPORTED AND CONSULT W/ARCNITECTIF WATER DAMAGE IS DISCOVERED H tI IH 1 - _ BRACED BY EITHER TEMPORARY SNORING OR NEW STRUCTURAL MEMBERS AS REOUIREO.WHERE FIELD CUTTING IS _ _ II RECURRED,THE CONTRACTOR SHALL BE RESPONS131E FOR PROVIDING AOEOUATE REINFORCEMENT IN HE WEAKENED DEMO AND REMOVE IXISTING EXTERIOR WAILS,AS REOUREO.FOR NEW ELEVATOR ADDITION u ( AREAS. SCALE:AS NOTED REMOVE EXISTING HARDWOOD FLOORS,AS DODDERED,FOR NEW ELEVATOR ADDITION ,c.�z;m "s '!_.._�•--. -"M1` � � „�`' L'•I •w ^-------------- 22 REMOVE ONLY NON-LOAD BEARING CONSTRUCTION AND PARTITIONS.CONTRACTOR TO VERIFY.PRIOR TO REMOVAL, DRAWN BY:MJR THAT NO STRUCTURAL COMPONENTS SUPPORTING FLOOR,ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. JOB NO.:1B-31 D 1 0 1 CONTACT STRUCTURAL ENGINEER PRIORTO REMOVAL OF ANY CONSTRUCTION IN OUESTION OR DEVIATING FROM THE REMOVE AMC STORE ALL EXISTING TRIM THAT IS REMOVED DURING DEMOLITION 1 OESIGNINTENT.CONTRACTORS HON-CONTACT OF STRUCTURAL ENGINEER PRIOR TO REMOVAL OF ANY WORK,INDICATES DATE:5/29/2019 HIS COMPLETE UNDERSTANDING THAT NO LDAG BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. LIMIT OF CONSTRUCTION 1 - I I }�-—-—-—--- 23.STRUCTURAL ENGINEER TO FIELD INVESTIGATE EXISTING CONDITIONS DURING THE OEMOLITION PHASE,ALL � 1 ST�DY REMOVE AND STORE EXISTING CEILING VENT PROPOSED STRUCTURAL WORK IS TO BE REVIEWED AND APPROVED BY A LICENSED STRUCTURAL ENGINEER. MOVE HVAC OUCTW09K AS REUUIRED,FOR NEW ELEVATOR ADDITION 24.IF,DURING THE COURSE OF DEMOLITIDRTHE CONTRACTOR ENCOUNTERS SUBSURFACE CONDITIONS WHICH COULD r "/--'' r, NOT HAVE BEEN FORSEEN,HE SHALL GIVE IMMEDIATE NOTICE TO THE ARCHITECT AND OWNERS BEFORE PROCEEDING AND I I � REMOVE AND S19RE(1)EXISTING CEILING SPEAKER - II. - BEFORE THE CONDITION IS DISTURBED,NO ADDITIONAL CHARGE TO THE OWNER SHALL OF RECOGNIZED OR ACCEPTED COORDINATE W/OWNER NEW LOCATION OF CEILING SPEAKER "'•""'"""""'MASTER-BATH--'""`"" MASTER BEDROOM WITHOUT WRITTEN APPORVpL OF THE OWNER. REMOVE AND STORE(1)EXISTING RECESSED CEILING LIGHT I' I 25.PROVIDE A TEMPORARY TOILET(PORT-A-JOHN)AT A REMOTE AREA OF THE CONSTRUCTION SITE 26.ALL WORKMEN ON ALL TRADES SHALL NOT SMOKE ON HE PROPERTY vOr 27.NO DEBRIS SHALL BE ALLOWED IDACCUMULATO ON THE SITE.ALL DEBARS SHALL BE REMOVED BY THE CONTRACTOR AS THE WORK PROCEEDS,AND THE SITE SHALL BE KEPT BROOM CLEAN AT THE ENO OF EACH WORK DAY.THE T PI CONTRACTOR SHALL PAY THE COST OF HANDLUNG ALL MATERIALS. NICHE architecture*IOLEPIors SECONrF D 1 LOOR DEMOLITION PLAN 28.ALL EXISTING DRAWINGS IN THIS PROJECT SET ARE FOR REFERENCE ONLY,CONTRACTOR SHALL FIELD VERIFY PRIOR MATFONICHEARC.COM 598.259.4160 I 1 , TO DEMOLITION OR INSTALLATION. WWW,NICHEARC.COM SCALE:I/4"=I'? 19 NICHE ARCHITECTURE•INTERIORS.THESE DRAWINGS AND SPECIFICATIONS SHALL HUMAN THE SULE AND EXCLUSIVE - PROPERTY BF NICHE ARCHITECTURE•INTERIORS,AS DSTRUMENTS OF SERVICE.ALL COPIES SHALL BE USED ONLY FOR THE PURPOSE INTENDED BY THE ARCHITECT AND SHALL NOT BE USED FOR ANY EXTENSIONS,ADDITIONS,RENOVATIONS OR ON ANY OTHER SITE WITHOUT THE EXPRESSED WRITTEN CONSENT OF BE ARCHITECT.THE ARCHITECT DISCLAIMS ML _ PROMISES 00 WARRANTIES THAT THE PAEHCUIAR ALTERATIONS DESCRIBED HEREIN WILL SATISFY ALL OF THE PROVISIONS OF THE AMERICAN DISABILITIES ACT, THE CONTRACTOR IS RESPONSIBLE FOR DRIMNING PERMITS AND COMPLYING VAIN BURDING CODES AND FOR METHODS, IECHNDUES,SFOUDICES AND PROUCfOURES OF CONSTRUCTION.SAFETY PRECAUTIONS AND PROGRAMBIN CONNEDIGN WITH THE WORK WE ARE NOT ABLE 10 ASSOME RESPONSIBILITY FOR THE PERFORMANCE OF THE CONTRACTORS. - SUBCONTRACTORS OR SUMERS. A0.OINEXSIDD ARE ID BE CHECKED ON SITE AY1NE CONTRACTOR ANY DISCREPANCIES.ERRORS OR OMISSIONS 15'-91/2" FOUNDATION NOTES COVER NOTES AREIDECTURE BE DEOROTUEARCHRECE•NICHE ARCHITECTURE•IE THE BEFORE THE ARCHITECT. BEGINS ..�.".,,"",.;„,..,.....__.__._..,._,.._..,„_,..,".-..,,,.....r.�..,..,,...,....,.._.,,.,...,..,.,...................u..__..._..,_.,.....js AU DRAWINGBAAE THE PAOPEAT(DF THEARCNI1FCi., -5/8 "1IA GALVANIZED ANCHOR BOLTS W/301/4"PLATE -FOOTINGS SHALL BE POURED Oil UNDISTURBED SOIL THEY E0. I'-O" EIL I'-0" WASHERS SHALL BE FORMED AND HAVE A 2X4 KEY WAY. �...�.i.., �.._...,..�..__W..j..a..y....". ...�.._.....,.__._._.�._"�, TYPICAL SPACING:36"D.C. FZE� ARCS/ -SLAB ON GRADE SHALL BE POURED OVER A IO MIL POLYETHYLENE �'� W J •REINFORCE FOUNDATION WALL W/2#4 BARS AT TOP OF THE WAFOR BARRIER.PRECAUTION SHALL BE TAKEN TO PREVENT WALL PUNCTURING THE VAPOR BARRIER DURING POURING OPERATIONS. P F,p -ALL FOOTINGS SHALL BE CARRIED DOWN TO THE INORGANIC -INSTALL 4"PVC PERFORATGEO BRAIN PIPE IN CRUSHED STONE AT _ BEARING LAYER HAVING A MIN.BEARING CAPACITY OF 1.5 T.S.F.AND FOOTING.DRAIN TO DAYLIGHT, No.951476 � 2 MIN.4'-U BELOW FINISH GRADE - A3D ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE ..;gOSTON 41, CONCRETE PAD FOR BASE OF NEW STEPS - •COORDINATE HER'S OF OTHER STRUCTURAL BINDS.AND/OR WITH THE LATEST EDITION OF ACI-31B."BUILDING CODE r -- =- -------------i PLANS WITH FOUNDATION PLAN REGUIREMENTS FOR REINFORCED CONCRETE y MA _ 4"MIN CRUSHED STONE AT GRADE _ COORDINATE AND PROVIDE BEAM POCKEIS,POST BASES OR -CONCRETE SHALL ACHIEVE A MINIMUM 28 0AY DESIGN STRENGTH C�h 5P LOCATED UNDER SCREEN PORCH ANCHORS,ANCHOR DOLTS.AND OTHER REGD STRUCTURAL OR AS FOLLOWS: (.--r--T --- - ---�- -- ---- ---- i --- -- iT OR SONOTOBESNON-STRUCTURAL ITEMS i9 BE CAST INTO THE FOUNDATION WAIL FOOTINGS,CONCRETE NOT SPECIFIED E 3I09OPSSIOR ON-GRADE,AND OTHER LEG SIMPSON ABU POST BASE,TYP LO ALL POST LOCATIONS i i i --- ----------- i EXTERIOR SLABS EXPOSED TO WEATHER-400D PSI -ALL SUBCONTRACTORS SHALL REFER ID FDR EXISTI SPECIFICATIONS NG WALLS Lj, FOUNDATION PENETRATIONS AS APPLIES TO UTILITIES REINFORCING STEEL: - TYPICAL-ASTM ABLE.GRADE GO G.C.TO COORDINATE ALL DIMENSIONS.OPENINGS,AND, HELD BENT-ASTM AG15.GRADE 40 ____ DEMOLITION 12"X12"POURED CONCRETE PIER.TYP. ' 14 5'-91/4" i i A301 ELEVATIONS WITH ARCHITECTURAL DRAWINGS ALL STEEL REINFORCING BARS SHALL BE FREE OF MILL SCALE AND #4 BENT DOWEL VERTICALLY PINNING FOOTING TO1 11 - RUST Q NEW CONSTRUCTION CONCRETE PIER,TYP, I10 2 23 4" 10 4-II/4 Ia.. •EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY - M� _�- �. -�- INSTALL THE FOUNDATIONS ON INORGANIC,UNDISTURBED SOIL OR -ALL WIRE MESH FOR SLABS SHALL BE ASTM A185 FABRIC SET AT �' T.O.FOOTING CONTROLLED STRUCTURAL BACKHLL AS RRHORED BY THE THE MID-DEPTH OF THE SLAB ® DOOR MARKER 4"PERFORATED PVC PERIMETER GRAIN ENGINEER.NO FOOTING SHALL BE PLACED UPON FROZEN GROUND � m DRAIN TO EXISTING DRYWELL OR IN WATER. -CONCRETE COVER PROVIDED FOR REINFORCING BARS SHALL BE WINDOW MARKER AS FOLLOWS. -BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH T.O.CONCRETE PIER __ _r,..._ =I_ - APPROVED GRANUAIR MATERIALS PLACED IN 6"LAYERS.LAYERS (A)CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO NO. 'DESCRIPTION `,:„ GATE. SHALL BE COMPACTED TO95%DENSITY AT GPIIMUM MOISTURE EARTH•MINIMUM COVER.3" 1 PERMIT SET 5.13.19 24"X 12"DEEP FOOTING SK-I CONTENT,AS CEFINC BY ASTM 01557,METHOD D. Y T-- - -- OF)CONCRETE EXPOSED TO EARTH OR WEATHER: 2 PRICING SET 5,29.19 EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A NO.6 THROUGH NPJB BARS-MINIMUM COVER,2" MINIMUM DEPTH OF 4 FEET OR AS MODIFIED BYTHE STRUCTURAL N/ O.5BAR.W310R 031 WIRE.AND SMALLER-MINIMUM COVER. 5/8"DIA.ANCHOR BILLS@3fi"O.C.IV/3'X3"XI/4°WASHER T.O.FOUNDATION WAIL o - _ ENGINEER.BELOW THE LOWEST ADJACENT GROUND EXPOSED TO I-1/2" FREEZING.AND ADJUSTMENTS OF FOOTING ELEVATIONS DUE TO - i _.____ _._._ ..__._____.__....__..__ - FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE ENGINEER. IT)CONCRETE NOT EXPOSE.TO WEATHER ON IN CONTACT WITH 10"iHICKCOUNCRETE'FDUNOATIOMWALL'ON24"NI2'---"" A3OD _ GROUND" FOOTING.(2)#4 REHAB W TOP 9 BOTTOM ' ' ` i I _ T.O.CONCRETE SLAB •SOIL BEARING CAPACITY:FOOTINGS MOST RE PLACED ON SOIL E. 4"(MIN.)SLAB OVER I9-MIL POLY VAPOR BARRIER - _ —;=..I.._..._......_�- WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SLABS.WALLS.JOISTS: - - M SQUARE FD9i. NO.14 AND NO.IS BARS:MINIMUM COVER,1-1/2' ' X J NO.11 BAR AND SMALLER:MINIMUM COVER,3/4" - .�- } r---- - -BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER - ASOI WALLS OR PIERS ARE BRACED IDPREVENT MOVEMENT,FOR WOOD BEAMS,COLUMNS. ADDITION ALTERATIONS I DEMO AND REMOVE EXISTING WINDOW WELL AND ' I',.. -. 'I FRAMED RESIDENTIAL CONSTRUCTION,NO SACKFILUNG OF WALLS PRIMARY REINFORCEMENT.TIES,STIRRUPS,SPIRALS:MINIMUM BASEMENT WINDOW __ _ ___ ______ I - MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED - COVER.I-1/2" BASE ENTWIN VBN VOID WITH NEW CONCRETE �- --- ,r- ----- ll--- -------- AND SHEATHED,UNLESS WRITTEN APPROVAL IS GIVEN BY THENFB ' APPLY SPRAY-ON WATERPROOFING AT INTERSECTION OF ENGINEER. _ , � ' ; ` NEW AND EXISTING CONCRETE TYP. IPROVIDE - . I FOUNDATION DRAINAGE,WATERPROOFING � - SK-I EXISTING BASEMENT DAMP-PROOFING,AND FOUNDATION WALL INSULATION AS RESIDENCE #4 DOWELS 12"O.C.VERTICALLY INDICATED ON THE CIVIL/ARCHITECTURAL DRAWINGS. - DRILLED AND EXPDXIED INTO EX, FOUNDATION WALL 9(4)LOCATIONS -PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER,GAS.ELECTRIC,AND WATER LINES,AS REGUIREO. •ANY SITE CONDITIONS REQUIRING A DEVIATION FROM THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. DEMO AND MOVE EXISTING WATER LINE TO NEW LOCATION - REVIEWLOCATIONPRIORTOCONSTRUCTION FOUNDATION PLAN SCALE:AS NOTED DRAWN II ^T ^ p JOB N0.�1931R A100 OLINDIII ION Plf1N LEUENU DATE:5/30/2019 kx ABPJW 0 EXISTING FOUNDATION p DEMOLITION , ® FOUNDATION DROP { NEW CONSTRUCTION NICHE architecture+interiors MATTCERNICHEARC.COM 598.259.4160 WWW.NICHEARC.COM z h y F Z vv "' y cagy v zE og vv wog cv-v A ov zf vo v c ig m~o F f v o 0 3 v=igs� vvo vv v- gam fyom -o El Efj v o v m c a ov 223 e o va x c O o ? vv oo oo vomv v mo vo 0 om m g S v co gg m ov91 Ez m vo 1 1 i 0 a I I T 92 o ys y a v _o .9 I NACNINE ROON I gi auMRRNpp REVATOR22 ES WOOOOENCNW/lIR TOR A FE NO Of OF CONMUCIUIN - o v o a g m 52 v v I5'-4" v a - o m M o 12'-01/2' 3'-31/2" SI/2" EEL 3' EIL 51/2" i-i- v151/2" 1I GOON Egg -9 ILI • sgc � vm v v my vv � I 1 �1 � ' + � It 1 m _I�I �J I MACNINEROOM _ 1 i -o o v _ PIINP ONO g o mRESI v ao v �� � `'I '�' -- - \- I I �Iil� ; ;� I a i_ r: i _ Kam_ �� �11� /E o I- m - - 05 A � Ia _ IIEa± Iii �EO. ill iiz: I ) it i'�( P �- I- = i WIR OF CONSOtUCUCH I �i II I 13'-2 3/4' Y°A xr r' ;s'` .:s c - c —yi c Z '�' a_ va.,•^@tea �g�`"a^ o' - c g o .� M D -- �y �E��� =2ya=�momi , � 0 RA= ti%gR ;:;C3 a - a o e m v 52 v v g v vv s v I� v + I .. 1 1 1 III �. li ++ 71 1 - �I 1 ! T1 Ili - rR� ELEYAIDR — !� � m 4� L ! 11 {J !ii,Ij'l il� �jI �!�1 tolld m I ! 7u NNN OF COMMON 51/2" 1 6'-31/4" a o o sa m a= _ o£ _ m - o o m o m Rn gill s g $ _m v m o a Qv v v g v v v o 5 m c ti e g v— g y o _y'Fn� o o mNLc 23 ca o m o o a s g v c m m ommm m o m v m — — a o— o s �A — �• o — — — 9R — i is cM � HE! ffi m o W O o -ter �CC papa �� =A go9T�� O G m R Raga.—Hm TjNo Sa'S.i2eae �c.ova:g:gpim im - � USFnS 019 NICHE ARCHITECTURE•INTERIORS.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAN THE SOLE AND EXCLUSIVE PROPERTY OF NICHE ARCH AECTURE•INFERIORS,AS • INSTRUMENTS OF SERWCE ALL COPIES SHALL BE USED ONLY FOR THE PURPOSE INTENDED BY THE ARCHITECT AND SHALL 1 NOT BE USED FOR ANY EXTENSIONS,ADDITIONS,RENOVATIONS OR ON ANY OTHER SRE WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.THE ARCHITECT DISCWM$ALL PROPOSES AND WARRANTIES THAT THE PAETIGUTAR ALTERATIONS DMBED BEEN WILL SATISFY ALL OF THE PROVISIONS OF THE AMERICAN DISABILITIES ACT, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS » AND COMPLYING WITH BUILDING CODES,AND FOR METHODS. TECRNIGUES,SEDUENCES AND PROCEDURES OF CONSTRUCTION,SAFETYPRECAUBONS AND PROGRAMS IN CONNECTION WITH HE WORK WE ARE NOT ABLE TO ASSUME RESPONSIBILITY FOR THE PERFORMANCE OF THE CONTRACTORS, SUBCONTRACTORS,OR SUPPLIERS ALL DIMENSIONS ARE TO BE CHECKED ON SITE BY THE CONTRACTOR,ANY DISCREPANCIES ERRORS DR ORSSIONS ARE TO BE REPORTED TO THE ARCHITE CT.'NICHE ARCHITECTURE•INTERIORS,"BEFORE CONSTRUCTION BEGINS ALL DRAWINGS Rf E OP FT EARCHITECT. EXISTING FLOOD LIGHT i0 REMAIN EXISTING GABLE VENT TO REMMII — Np 6 NEW RAKE TO MATCH EXISTING SIZE,PROFILE,AND OVERHANG BOS-voSTpN NEW EAVE TO MATCH EXISTING SIZE,PROFILE.AND OVERHANG GUTTER TOSIZE AND RETURNO (3 TO(MATCH EXISTING GUTTERIDRETURNON(3)AIDES \ tif�� t`NPS�P T.D.RIDGE lEOEN -r EXISTING TRANSOM WINDOW TO BE REINSTALLED ABOVE CENTERLINE OF NEW DOOR EXISTING WALLS ` NEW WINDOW AND ODOR TRIM TO MATCH EXISTING __.. DEMOLITION NEW 8'-0"X6'-11"ANDERSEN SLIDING GOOK SOL W/SPACER BARS i� - �� Q NEW CONSTRUCTION RE-INSTALL EXISTING SALVAGED SCONCE AND SPEAKER — - REVIEWLOCATIONONSITEW/ARCHITECT6 OWNER 771 1 Q-- DOOR MARKER - _ NEW PVC TRELLIS " Q WINDOW MARKER MAHOGANY RAILING ON(3)SIDES.STAINED 2D I'r PVC WRAPPED P.T.POSTS L NO., DESCRIPTION DATE CABLE RAILING SYSTEM — 2 PRICING SET .5.29.19 T.D.SECOND FLOOR S.F, T.D.DECKING INFILL ROOF/EAVE DETAIL AS RETUNED.TO CONNECT EXISTING— ROOF W/NEW ADDITION COMPOSITE DECKING SYSTEM,MAHOGANY FINISH PVC FASCIA AND SUB-FASCIA TRIM __ ___-_-- -NEW SHINGLE SIDING,MATCH EXISTING _ PVC WRAPPED P.T.PGST(S) ADDITION ALTERATIONS SCREEN PANEL(S) _ �I MAHOGANY SILL,STAINED O - COMPOSITEDECKINGSYSTEM.MAHOGANY FINISH - ' � ' ; ' ' - PVC OECK SKIRT -' NEW ENTRY STEPS - RESIDENCE T.O.FIRST fLDOR S.F, hill III! hilil illWm LLL — 'TO.DECKING NEW MECHANICAL SHED RAKE AND EAVE IO MATCH l- EXISTING STORAGE SPACE DETAILS - - - MOVEEXISTING LAUNDRY ROOM WINODWTO I .I - - SOUTH ELEVATION ACCOM06ATE NEW ADDITION a Rk",• '>� m �, „�'�,'. P• t wH. xTW_.� -,•r° Hrt F �'':� ". �.. „�,+ . LEND AND REMOVE EXISTING WINDOW WELL AND a PASEMENTWIN WINDOW SCALE:AS NOTED - INFILL WINDOW VOID WITH NEW CONCRETE _ NAPPLY EW CONCRETE AT INTERSECTION OF - ��a NEW VINO EXISTING CONCRETE E' T P ,I,; °' I 1.. :. - ., ....� ,.,„ DRAWN BY:MJR JOB NO.:18-31 DATE:5/29/2019 SOUTH ELEVATION e,T A200 SCALE:1/4"=1'-0" O 1 NICHE architecture+interiors MATT@NICHEARC.CUM 508.259.4169 WWW.NICHEARC.COM 013 NICHE ARCHITECTURE*INTERIORS.THIS DRAWINGS AND SPECOIGATIONS SHALL REMAIN THE SOLE AND E%CWSIVE PROPERTY OF NICHE ASCHITECIURE•INFERIORS AS INSTRUMENTS OF SERVICE ALL COPIES SHALL BE USED ONLY FOR THE PURPOSE INTENDED BY THE ARCHITECT AND SHALL NOT BE USED FOR ANY EXTENSIONS.ADDITIONS,RENOVATIONS OR ON ANY OTHER SITE WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.THE ARCHITECT DISCLAIMS ALL _ PROMISES AND WARRANTIES THAT THE PAETICULAR ALTERATIONS DESCRIBED HEREIN WTIL SATISFY ALL OF THE PROVISIONS OF THE AMERICAN DISABILITIES ACT. THE C09RACTUR IS RESPONSIBLE FOR OBTAINING PER AND COMPLYING WITH BUDDING CODES,AND FOR METHODS, TECHNIDUES,SEOUENCES AND PROCEDURES OF _ CONSTRUCTION,SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.WE ARE NOT ABLE TO ASSUME RESPONSIBILITY FOR THE PERTMNANCE OF THE CONTRACTORS, SUBCONFAACTDRS,OR SUPPUERS, ALL DINENSIOUS ARE TO BE CHECKED ON SRI BY THE CONTRACTOR,ANY DISCREPANCIES.ERRORS OR OMISSIONS ARE TO BE REPORTED TO THE AN NITEC1,*NICHE ARCHITECTURE•INRRIORS,'BEFORE CONSTRUCTION BEGINS All DRAWING AR E RO GF EARCHITECT, REp ARCy/ NO gy1476 BOgTON TD.RIDGE NEW ASPHALT ROOF SHINGLES - - MATCH EXISTING SPECIF12ATON - - NEW RAKE TO MATCH EXISTING SIZE PROFILE,AND OVERHANG ,- _ _ EEGEND-_ NEW EAVE TO MATCH EXISTING SIZE,PROFILE,AND OVERHANG _---T--- EXISTING WALLS GUTTEN/09WNSPOUT SIZE AND PROFILE TD MATCH E%IS➢NG GGTIERTO RETURN ON(3)SIDES ____ DEMOLITION CORNER BOARD TRIM,MATCH EXISTING Q NEW CONSTRUCTION,, MAHOGANY RAILING ON SIDES,STAINED - - PVC WRAPPED P.T.POSTS - QjD DOOR MARKER CABLE RAVING SYSTEM WINDOW MARKER T.D.SECDND nDDR S.F. NO. DESCRIPTION DATE fi — --- TO.DECKING FIT _ � I PERMIT SET 5.13.19 COMPOSITE DECKING SYSTEM.MAHOGANY FINISH 2 PRICING SET 5.29.19-- PVC FASCIA AND SUB-FASCIA TRIM NEW SHINGLE SIDING III III Hill 1111111 MATCH EXISTING SHINGLE SPECIES AND FINISH PVC WRAPPED P.T.POSITS) NEW MECHANICAL SHED RAKE AND EAVE TO MATCH WL _ - EXISTING STORAGE SPACE DETAILS -----•gym SCREEN PANELIST - CORNER B0ARO TRIM,MATCH EXISTING rill] i ADDITION L O - MAHOGANYSILLSTAINED 7Ej COMPDSITE DECKING SYSTEM,MAHOGANY FINISH LJ JLiL ' 103 EARNED -'T.O.FIRST FLOOR S.F. cl r) RESIDENEE 'T.O.DECKING NEW ENTRY STEPS WEATHER-PROOFOUPLE%OUTLET INSTALLED FLUSH WITH SIDING/TRIM ,. -, i'i - -• „k, „.. I _I i r,-al .ti .,„ ::aTt^„ v 'W ya•" 41 PLEASANT PINES AVE EENIERVILLE MA NEW HOSE BIB W/NEOPRENE TUBING AND ABILITYTO GRAVITY GRAIN FOR WINTERIZING,CONFIRM LOCATION W/OWNERl PVC BECK SKIRT NEW GUTTER AND DOWNSPOUT y ; � �._ r ' EAST ELEVATION DOWNSPOUT TO TIE IN10 EXISTING RAIN WATER MANAGEMENT SYSTEM NEW THERMATRU HINGED DOOR - EMOOTH STAR.STYLE NO.SSF220 _ LOCKING HARDWARE.KEYED SIMILAR TO.OBOR IOA SCALE:AS NOTED NEW GOOfl TRIM TO MATCH EXISTING DRAWN BY:MJR n I�0� � JOB NO.:18-31 H L I DATE:5/29/20I9 A� EAST ELEVATION SCALE:1/4"=P-O" NICHE architecture+interiors MARRNICHEARUGM 508.259.4160 WWW.NICHEARC.COM D2019 NICHE ARCHITECTURE•INFERIORS THESE ORAWINGS AND SPECIFICATIONS SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY Of NICHE ARCHITECNRE•INTERIORS,AS DISTRUNENIS OF SERVICE ALL COPIES SHALL Of USED ONLY • FOR THE PURPOSE INIONOED BY THE ARCHITECT AND SHALL NOT BE USED FOR ANY EXTENSIONS,ADDITIONS,RENOVATIONS OR ON ANY OTHER SITE WITHOUT THE EXPRESSED WRITTEN CONSENT DF THE ARCHITECT.THE ARCHITECT DISCLAIMS Alt PROMISES AND WARRANTIES THAI INE PAETICULAR ALTERATIONS DESCRIBED HEREIN WILL SATISFY ALL OF THE PRDVISICNS OF THE AMERICAN DISABILITIES ACT. THE COIRRACl[R IS RESPONSIBLE FOR OBTAINING PERM AND CCMPLHNG WITH BUILDING C90M AND FOR METHODS TECHNIQUES,SEDUENCES AND PROCEDURES OF CONSTRUCTION.SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTOM MIN THE WORE WE ARE NOT ABLE TO ASSUME RESPONSMITY FOR THE PERFORMANCE OF THE CONTRACTORS. • SOBCONTRACTORS.OR SUPPLIERS, ALL 030SIM ARE TO BE CHECKED III SITE BY THE CONTRACTOR.ANY DISCREPANCIES ERRORS OR OMISSIONS ME IO BE REPORTED TO THE ARCHITECT."NICHE - - ARCHITECTURE-INTERIORS,"BEFORE CONSTRUCGON BEGINS ' ALL DRAWINGS IF THE PfPEjY 01 TNEARCHTECF. 9,ED ARC SP�NEW J. NEW ASPHALT ROOF SHINGLES NO.951476 MATCH EXISTING SPECIFICATON E.G. BOnTON O • NEW RAKE TD MATCH EI(ISTING SIZE.PROFILE,AND OVERHANG NEW EAVE TO MATCH EXISTING SIZE,PROFILE,AND OVERHANG IEGEN GUTTER/DOWNSPOUT SIZE AND PROFILE ID MATCH EXISRNG -GUTTER TO RETURN ON(3)SIDES - EXISTING WALLS CORNER BOARD TRIM,MATCH EXISTING - ..____ DEMOLITION MAHOGANY RAILING ON(3)SIDES.STAINED - - NEW CONSTRUCTION PVC WRAPPED P.T.POSTS ' CABLE RAILING SYSTEM XXX DOOR MARKER .. .Q WINDOW MARKER T.O.SECOND FLOOR S.F. /h N[L DESCRIPT(gN > DATE ! T.O.DECKING I PERMIT SET 5.13.19 PVC FASCIA AND SUB-FASCIA TRIM 2 PRICING SET 5.29.19 COMPOSITE DECKING SYSTEM,MAHOGANY FINISH NEW SHINGLE SIDING _ MATCH EXISTING SHINGLE SPECIES AND FINISH - PVC WRAPPED RE.POSTS) , SCREEN PANEL(S) MAHOGANY SILL,STAINED A DOITION ALTERATIONS T.O.FIRST FLOOR S.F. _ __ CAPDRIANED T.G.DECKINGRESIDENCE COMPOSITE DECKING SYSTEM.MAHOGANY FINISH PVC DECK SKIRL NEW HOSE BIA W/NEOPRENE TUBING AND AGILITY TO GRAVITY GRAIN .I`A paWr - I,*WI ,-. I' I-: .,• - - • _ _ I I. 1 - FOR WINTERI➢NG,CONFIRM LOCATION W/OWNER WEATHER-PROOF DUPLEX OUTLET nP'„ I -°'W '�a;,. "fir i `t A" ; INSTALLED FLUSH WITH SIDING TRIM - - - -I 1 1 1 • F NEW ENTRY STEPS R,. ' -` •.. ; WEST ELEVATION SCALE:AS NDTED WEST ELEVATION DRAWN BY:MJR A202 SCALE:I/4"=E-O"- H L JDB NO.:t8-31 DATE:5/29/2019 E NICHE architecture+interiors MATIMICHEARC.CUM 5g5DB.259.4160 WWW.NICHEARC.COM o o n i Z C a 0 F, IT FM - I r , . inmlll v F. 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SHORT, P . E. .., �y , ff SNOT I cnrlL U' j P. 0. BOX 1044 No. 2T43 1 f SOUTH DENNIS, MA PROFILE 02660 508-398-8311 SCALE = 2C' f ;vye DATE 1/8/04 SHEET 1 OF 1 0{ cn cn cn O O O > > w w w O O,. Y b" _ 14'-10" I O O a r` J `fly% ♦ w � Ir w w Cl 3Q Zw � OO A A � Zda - Z Q Nc�i!)Ln - -- - - ---- i DIAM SONG TUBE LjJ5 = - w0 ' \ \ W/ BIGFOOT FOOTING ' x O w O o _ 0- z az 0 0 0 0 z �. �O DECK SUPPORT. © r L O w d O Z O � O r w It w W O L � 0 Z 0 S (nj OpLJO~ (.n0 � w z � 00Lj \ \' x r Q = O© i OWOOTO~ xz W 10 D+Ar. SONG TUBES .) Z � c� z p L 3 w Q G ON 21"WX12"D POURED CONC. Q FOOTING W/3°85 CONTINUOUS BARS ---� DE OUIT ITLJ CK O`NE NE OF v v ALIGN $ONO-TUBES w pOSTS ABOVE r z Ln (n p co v O ---A 0" plAr SON(:/ -TUBE o o°I' W/ BIGFOOT FUCTING ' N <� J 35° O' �y. �) FOR DECK SUPPORT. _ - (� - <� ` 1 �� J x � - ------- - - -------- - --- -- ---- ---- - - - -- -� Of o LVL iv `---__---�-- --- �- - -� -- ----- FLUSH BEAM r �� $S UNFINISHED STORAGE a - � DOUBLE JOISTS UNDER � \ ` ALL PARALLEL PARTITIONS \ c ♦ 0 w o 34" DIAM CORRUGATED GALVANIZED STEEL a N AREAWAY W/ GRAVEL -- - - __ _ __ -- cv N IN ;r BED. TYPICAL, ADD STRUCTURAL STEEL 'CLUMNS TO BE 3 1/2" CONCR TE FILLE�LALLY t35°-O' t- Z COLUMNS TO EXTEND TO VOOTING BELOW. PROVIDE 4"X4"X5/8" CArFFFr►►► c Q DROP TOP OF WALL PLATE ( I"X12"X3/4" BAS PLATE W'/ 293/1" DIAM. BOLTS WELD AL CONNECTIONS �, a, ? ao FOOTINGS TO BE. 3tX3Z"" 1a' SQUARE CONCRETE W/ 361* BARS EACH WAY ~- o 4" ° BULKHEAD U cn a 23' O II'-O O,. 135 O' - -- n z z _IaWzWFo�uc�a - - ----- 2 STRUCTURAL STEEL COLUMNS TO BE 4"X4"X5/I4" SQUARE STEEL TUBE 1 � ' ♦ >�Nm�Owa��0s�oWo� .c COLUMNS TO EXTEND TO FOOTING BELOW PROVIDE 6"Xb"X!5/8" CAP r � r � v Zvi? c�o�v wad \ PLATE t i2"X12"X3/4" BASE PLATE W/ 493/4" DIAM. BOLTS WELD ALL CONNECTIONS \ / °� , J zo J W z z z a V) z _ FOOTINGS TO BE 36"X36"X15" SQUARE CONCRETE W/ 35US BARS EACH W Y. r' m�m���� �� °o�L PROVIDE U5 REBARS ° ; BP ---------I W8X24 ---- ----i \ - - -- - ------ ---I xoQoa���20 z Z>z 12" O.C. VERT N MAIN c+ — — BEAM I .. _T --i _ _ _— _r I I I I � �U M�z m 0__ J W U Z a U W __ FOUNDATION WALLS TO TIE ♦ - — _- — _ _ _ _ _ _ A — J _ _ _ _ _ — _ _ _ \ m��Np xoiwxxoiwawaw ' DROPPED I -- IN TO FROST WALLS TYP l — T _ N u ow �w o CONNECTION WHERE POUR /� '� UpLa�wWaNnoom�Za M 15 NOT CONTINUOUS :; : Wa��oomd oWo ---' --' o y~Z - waa GARAGE SLAB ---- -- --- - - UP --- - / \ � / � \ ASH PI- 4--- Q_Zaa�5wzocfmazwID 0 PITCH I/8' PER FOOT �\ /� � \\ ASH DUMP 4vCF - -- ) U , as 0 a,V)�w?�~ Soo <n ao�Inanna � m�a iv TOWARDS DOORS I� I6 15 1'4 '13 '12 II 109 e G 5 4 3 2 I r - c + awN aw wawaw_rrn r EXTEND FOO'riNG '2 10EYOND F p DIMS � BACKFILL W/ CLEAN MAIN FOUNDATION WALLS 70 BE 10" POURED CONC. UJ/ 45 BARS 9 12" O.C. COMPACTED FILL HORIZ. t VERT. REST FOUNDATION ON 10"X20" STRIP FOOTING. / CONT(�ACTOR S+aALL ENSURE PROVIDE 36tt5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ THAT FIREPLACE/CHIMNE T ;• -:i: KEYWAY. PROVIDE tt5 VERT. DOWELS ° 24" O.C. HORIZ. EXTENDED CONSTRUCTION COMPLIES W/ ALL 3'-b" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR LOCAL, TATE, AND NATIONAL GARAGE t OTHER FI: LED FOUNDATICNS: BOLTS ® 4'-O" CC MAX. FIRE A D SAFETY' CODES - 10' W/2ex5 TOP t BCTTOM BAR. I I T REST FOUNDATION ON 20"XIC" STRIP FOOTING. j l..l PROVIDE 2*tt5 HOR'Z BARS CCNT IN STRIP 1 m FOOTING EL/ KEYWA ` LAP TOP tt5 BARS -0 I ♦ 18 �. MAIN WALL BARS. PROVIDE TRANSITION f REINFORCING W/315 HORIZ. BARS SPACED ' � ' 1�� Z in VERT ° 12" O.C. PROVIDE 5/8"X12" ANCHOR / - y, BOLTS ° 4'-0" O.C. MAX. i 36" ILIAM CORRUGATED �! ADD STRUCTURAL STEEL COLUMNS TO BE 3 /2" CjONCREXS FILLED LALLY GVANIZED STEELrI COLUMNS TO EXTEND TO FOOTING BELOW PROVID b"Xb"X5/8" CAP ARAWAY W/ GRAVEL r- ,v PLATE t T"Xi2"X3/4" BASE PLATE W/ 293/4" DIAM VOLTS WELD ALL CONNECTIONS „- O �• BED. TYPICAL ' FOOTINGS TO BE 3,t'X3Z'XIO" SQUARE CONCRETE WA 3®Iz5_'BARS EACH WAY. PROVIDE tt5 REBARS ° t ' 'r. J1_J 12'" O.C. VERT IN MAIN ' FOUNDATION WALLS TO TIE ; \\ IN TO FROST WALLS. TYP. -- CONNECTiON WHERE POUR '� �l IS NOT CONTINUOUS. LdDROP TOP OF WALL ♦ T< <�--/ ___-.- _ \ • -- 12 AT OR OPENINGS - ---- ------- - -- - - --- -- --- -- - ---- --- - -- -- - ----- _ . . ----�- - -- - - DO O v .� I �- n o y10' DIAM. SONG TUBES ___ON ED CONIC LL 0 _j FOOTNGul al 1W/32tt55 CONKNUUOUS BRS ___�. <---- 00 0 00 \ `.J ; ALIGN SONG-TUBES W/ � � POSTS ABOVE. �n V v 0 0 O 0 0 v c ....J R BASEMENT NOTES : s �- ---- - I'-� 5-A., --- i. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ tt5 BARS 9 12" O.0 O HORIZ. t VERT REST FOUNDATION ON 10"X20" STRIP FOOTING. PROVIDE 3°U5 HORIZ BARS CONTINUOUS IN STRIP FOOTING W/ 4'--4' 24' O" 40'-O" N KEYWAT PROVIDE 45 VERT DOWELS ° 24" CC HORIZ. EXTENDED f _ ___ / w D 3'-4" MIN ABOVE TOP OF FOOTING PROVIDE 5/8"X12" ANCHOR BOLTS s 4'-0" O C MAX 89'-4,. z >_ V) Z 2. ALL STRUCTURAL STEEL COLUMNS TO BE 1"X4"X5ilb" SQUARE STEEL TUBE m Z O F- z O COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE L"Xb"X5!8" CAP Q � � w 3 PLATE t T"X12"X3/4" BASE PLATE W/ 203/4' DIAM. BOLTS. WELD ALL CONNECTIONS Z 0 `L FOOTINGS TO BE 42"X42"X15" SQUARE CONCRETE W/ 3°tt5 BARS EACH WAY a v p Z 2 w O w 3 DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS_ Q Op (p 0 O a v w 4 DUST CAP TO BE 4" POURED CONC ON COMPACTED FILL N a w w CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. a 5 CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS z REQUIRED BY CODE 'WINDOWS OR MECHANICAL) b. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0" MINIMUM COVER. O T. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. Q 0 O p 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING. INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION o OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. I 'r 10. GARAGE AND OTHER FILLED FOUNDATIONS. 10" POURED CONCRETE WALL •N ( l \ O \l W/ 20 a5 TOP t BOTTOM BARS. REST FOUNDATION ON 20"XIO" STRIP FOOTING. _ N Z PROVIDE 29 tt5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ tt5 w F- BARS SPACED ° 12" O.0 VERTICALLY. PROVIDE 5/8"X12" ANCHOR BOLTS ° 4 Lij W # u = #.Vi p " O.C. MAX : . �.'- a .. , + .�, •p. .. .. .. t _.- ' ,. . ._ �,- , :. . , . . - . . -'. f �.:. ....,,:.x ts' ,..r L .-.... .': ..._ ".ai`.-- .. ,. '9,. -: ..u,. .a. •.r1Va,..i�}a>e.... :.,., ... V. n .. ..., . _ .. .L i.. e .:. _....: f e . I TimberStrand LSL RIM BOARD (n (n to For information on lateral O O O i load capacities refer to current TimberStrand LSL rim board literature W W W � CY B �1 A .5 J - o o - w \ 13/4" Microllam LVL may also O l'-O be used as rim t,narci < \ 1`0 TYPICAL DETAIL ® EXTERIOR WALLS - I r Q Backer block Inrstall tight to to flange (tight I I � v Q z W Z Q S'� p 9 ( 9 � � ., to O cn to> h ttarr+ ficinie with face mount hangers). Attach t I z a cn z v� z with 1 O- 1 0d (�5 t) box nails, clinched when possible. I; I I I� r� tL z - o z c ? F � � - zzL � I ff I I f r' v) o� an '1 Z -i 7 7 c W fI I � I w I I ' I !' i I� 2s2X12 PT GIRT � _ �v z r � - � � d "' - z W - � WO2 � V) - - — - -- -- ' '" H I V I ! I ` _ - OHO~ wQZ I I a = s-r i = j Ir Lr) -4 Q- 1 °Z � UZU� 3wQ0 EI I t 1 I �Il.xf 10! . V. I,1,1 b.�,fll 1 (J 1l_1i� �x •x� (�i �� M �� I� I �I I� I ! I I� I �� �� li � - h4tk fF.,,i-: ls .l 111c•11 F?rtet[sIk11R, 11 ' ! ! ' I i i' Ij I II f ! I f �- i, 1' ! I I z LIMP IC I r.,i t:�c)!e Y1f2tt�+a frC1rY1 �I i N i ( I _ o �lc�c:N slFip � I i, r r•'a rJr,(7 jai it s. i 0 I { I 1 W ON w i t tr flix, ' r� � r r I M I �; li r W t i l xa I art P 9, b f w a I) :� ,! I I� lI t � sl 4' i l; L I � � =� ¢ �n ,I r i ' ri i hr.r,block e:1b_a r tell �> l y wh e!r I ,. � I LUS BE M II ! m I � �. ! e � �-� c.� load exce+.ed9 250 pounds 1 � + !1 JL -IL JL �L lI—AL IL a I I I Xi TYPICAL DETAIL ® INTERSECTION OF DOUBLE MEMBERS (---_ _ i o MicrolIan-i LVL, Parallam PSL O O O i O O l �� (f I I ` I� tl ! I� Z a �or TimberStrand LSL F 1 w 1 W ci } w W O O O I O O / I I L N _ --------Top flange tv I n I N �LA LO N N hangerI ( fV I I` J Qm Face mount tY 00[ rY ', hanger o - �%f iD m ( � f r r r rro Ir S Plv RT O I o Zr z Q /�. - -' TO EC NO I }JO--a'W Z_ZZ �Z m i Z m Z m p WNW—U O p f li ,Ae<,, stiffeners are required l I I = v� zna- w�Laocn thll sides of the hanger do D PP D AM l� DR PE B M I I i — RO t'E BE M m8i' p �j�Wawc°iz WS 24 ! �1 8X X2 a�-� �n �W _ va p� pw not laterally support the TJI _ - — _ _ �— 1 -- -- — — - o N a a joist top flange and per current a�w �W Tr-us Joist MocM' ',in literature I ( ' � ��a�^�� •oNo� wv a v_, I I — —1 I �OZZ�UwwWvi���m< a U x --- - Z O C W;CJ TYPICAL DETAIL OF FLUSH FRAME a >Z=aw�N> wo�nwiic�SJ a '5Wzo wm Zw AT MICROLLAM 3a1 �a' xi! +rs" LVL I I! I ( �dl � "xn -tie" Lvt_ wN Z :( �z a ) �I in =Noov/ia oon'==�mU.a Load bearing_ or shear wall above I I Q (must stack over wall below) ! I I O t Blocking panel I `• OIN Lfl J OI I O > A 0 ® 00 CID o Ln t�v -' I au X V OOC I r= 'r U i� cry Web stiffeners required Q 111 l.lL_ each side at B1 W m b °D r I I Ll_- 111 TYPICAL DETAIL ® LOAD BEARING WALLS t__ - COLUMN O STRUCTURAL NOTES -�T -` T��� -7T --- SECOND LOOR --! � i n/ ALL EXTERIOR WINDOW HEADERS TO BE 3B2XIO W/ 251/2" COX FLITCH PLATES I _ UNLESS OTHERWISE NOTED -- 1+— - I i 2XI P.I.P0. 1 .5 I I I I 11 ij I i' (I I l 4 I. 11.1 ll_1 Lfl ALL WINDOW MULLIONS TO BE SOLID 252X6 POSTS UNLESS OTHERWISE NOTED ! I I I I l I _J L L _— --_ - J J L _4L J L FILLED STEEL LALLY COLUMNS UNLESS OTHERWISE -__ -__ --- -- --____-- —J — I I ', At POSTS STEEL BEAM ENDS ARE 3 !/2" CONS � NOTED ALL OTHER POSTS TO BE ® �_�.___ ----- ----- ----� - --- ---- - - --- -- -- - —J SOLID 6Xt. EXTERIOR WALLS, AND - { , ! � I SOLID 4X4 INTERIOR WALLS UNLESS i Y OTHERWISE NOTED AM BOLTING/NAILING/NAILIN TYPICAL LYL/C�LUL BO G C� � � � � f r , ,1 �Ya !"ULTI 1 3/4" BEAMS SPECIAL NOTE- FRAMING PLANS ARE CONCEPTUAL T IS THE RESPONSIBiLiT CF THE �" t z \7 CONTRACTOR TO ENSURE COMPLIANCE WITH ARCHITECTURAL CESIGN t BUILDING CODES O r AND TO NOTIFY ARCHITECT IF CHANGES IN FRAMING MUST BE MACE 'N ORDER TO ACHIEVE DESIGN INTENT AND/OR CODE COMPLIANCE U a D z z f - 2 PIECES D-1" 2 ROWS OF ILD NAILS • 12" O C } cn M z v- C� O F' z 2a, Z < O > W W < O z M W O W a OcnpO 2" W U W V) Q W W Cn � d � 3 PIECES C 2 ROWS Or- I/2" OlArl BOLTS n 12' O C �. 00 o MULTI 3 1/2" BEAMS Q � 0 O 1 `2' N O \ 2 PIECES D-1' 2 ROWS OF I/2" DIAM DOLTS ° 12" O.0 W N Z v W ~ I W 0 TimberStrand LSL RIM BOARD V) V) (n For information on lateral O O O load capacities refer to current TimberStrand LSL y rim board literature W W W i 13/4" Microllam LVL oicjv also, F_ V f� he used rn rim t-)o(ird `L N � TYPICAL DETAIL ® EXTERIOR WALLS - w X WwZ � . .- V) < Z LAJ � O0 cker block. Irista(1 tight to tole flange (tight +�� a z Q o O Z L _ bf�ttom flancie with face mount hangers). Attach � \ � r 1 U-- 10d (3 ') box nails, clinched when possible. ~" _ \\\\ f .D wO CL JUZ Zw� p mowoabim N=� oZ w owo `- -_ - --- --------- -—_ _ - 0 O v) Z cn �'� - OwO cnO I X 4 M A H C G A N Y DECKING I�N 2 O W U z I I 2X P.T. SLEEPERS, EPCM 0- a a I- a _ o f I -ADHERED ROOFING MEMB ANE. 0 O w 0 0= O ~ x Z w I 3/4" COX PLYWOOD, t 2X 2 0 z Cr U z U �. w Q O JOISTS TAPER CUT TO O -SIDE 201 3/4"XII 1/8" LVL Filler block: Nail with 10- )10d 3" ` s 1/8" PER FOOT HEADER box nails, clinched when possible. ------- - --- Use 10 16d (3 1 /2 ) box nails from` '' 4� I f I I � �o each aide with TJI Pro 550 joists. w NOD 201 3/4"XII 1/8" LVL (2) 11 1/8" TJI ! �f� 0 0 1 * With tap flange hangers, backer HEADER `j _ ~ a block required only when hanger ! 1; "a a .4 C ; - � - r_ 1 � I (2) 11 1/8' TJI load exceeds 250 pounds � �L 1 J L- J•L__ u JL -r_ -J O.C. I 3*1 3/4"XII 8,. TYPICAL DETAIL ® INTERSECTION OF i ,'° 11 �_ E7— DOUBLE MEMBERS N. O ws 0 . i Q Mlcroilom LVL. Oorpllam PSL �- _,. or Tir„UerStrand LSL I \U ! U U 1Q O 11. 1 ` Lr.J J J J .._ _ __ , _J - Cr X N N ��. hanger _ _; In r� -- ip ut � r co M I#'' -_ _ ._. � � R� �\ I � \\ � _m h n \ HEADER 1 r= z M o r 1 301 3/4"Xy 1/2' LVL z 1 I a \ ~ aO a ` d 7 'N X l l > � _ __.. - I . 1 Ip n c� io c!1 is g l 1 z - 291 3/4"XII 1/W LVL I u� z i --tt -- 3 I OIA LAL " n5 vac-'''o48-V,� I � I - ---- - -- ----� - - - - ---- -- -- ---- ---- ---- li 1/8" TJIPRO 250 9' 4 OC y !� o �Eo z 0 I �-- /2t Y -= r--- OR TjS. 4X4X1/'4 I U�mZmW'^ � ��� E ( r - N Z W \Web stiffeners are required COLUMN 9' ACH END - _. - — -----= , I ou>v� �mav_o zza0( z *BE1 I z >aoo��920w z Z> "X LU %4" 4AC STEEL + HE V7" I I z-o wu w -= I s I DU Y J �vmiwWz0.- it the sides at the hanger do • 1/8" TJIPRO 250 8 14" D.0 i 361 3/4"XII 1/8" LVL I F I m a zQ~tw 11 1/8" TJIPRO 250 IG" O.0 =- _ HANGER I I W I �'- A: __ V�rZ�VWwwN=� mo�( not laterally support the TJi .F -_-� E � iIJ�3-1,�/41KII `="^r.- --- � � Q�oo �.uv4iNov��4 W a joist top flange and per current 1 B" L ZTrus Joist MacMillan literature �' ( W I �� ��Na� NZw/ t /8 : VL 2e, 3/4"XI! '/8" LVL - - I I L _ �i -�.Le - --- _ -- - I z _ a o - ----- - - - --- ---- - 2sl 3/4')CII 1/8" LVL i Q I O W ( ' oza a w YE�o TYPICAL DETAIL OF FLUSH FRAME �Q J I II �QZrrnns� 1 I l 1 4 < N p m Z m AT MICROLLAM -------S5T------- -------- % I W o Q I I °� a .- m a - --------- I � r I N N J l a"'�rn? 10-0 D1wxx3 O e-- I t Ill �U Load bearing or shear wall above X , ======== -------- - -j _- _ / ( f-Ur) - X (must stock over wall below) \I ; X y, I i-- \•Q O Q I X tu C) ml !,Ir X I I i Blocking panel r 3 li; I O II I I Z ai 0 I ' O > O W • ' > 3 1/2" DIA LALLY 3 ® ® \ e -i OR T.B 4X4X1/4 11 I O r O r O I > I II j I _ ► , <C X X _ 1 It 1/8" TJIPRO 250 9 14" O.C. II 1/8" TJIPRO 250 s IG" O.C. « `r w x 1 0 LLJ Web stiffeners required X c+1 e X � each side at B1 W °D 0D �' w / r r r WOVE HEADER UP 1 - I / V I LlI TYPICAL DETAIL ® LOAD HEADER) RAFTERS INTO "T� �\ BEARING WALLS 1 HEADER / f > ✓ 391 3/4"At I�LVL STRUCTURAL NOTES _ --- - _-- O - - _ _ _ - - BELOW _ T �_ 3 2XI TERIOF WINDOW HEADERS TO BE _ O W/ 281/2" _-DX FLITCH PLATESALL E L NLESS OTHERWISE NOTED --- Al ALL WINDOW MULLIONS TO BE SOLID __. -----.-_-__ _` _ -- __--- -_-- -__ _ ___ _.. Li Ltj 25214 POSTS UNLESS OTHERWISE NOTED. _- -- __-- -- HA 1 II 1/8" TJIf2RO 250 s I4" O.C. 11 1/8" TJIPRD 250 9 I4" O.C.. --- - --- - - --------_- --- ---- - - -- - . -- -T-=--- - --�---- - _ ~- - --- __---- -- -- --- / \ -A P D S T 5 a STEEL BEAM ENDS ARE aCONC. Lfl L1- ;.2' - --------- -- - - UNLESS OTHERWISE _ ----- -----------.._-__ ------ - -—F ' Y ILL L A M NOTED. ALL OTHER POSTS TO BE - -- -- ---- -- _ __ SOLID 4X ® iE E R P ALL • ANG - - -- ----- -- --- - --- - - - -- - ----- - - - - - -- _ - --- &4 L SOLID GX4 EXTERIO WALLS S O D 4 E C ,L S UNLESS -- -- --- -- - _ \1 OTHERWISE NOTED ,s �s `a < 13/4 X9 I, �' LVL I 3/4"X9 1/2" LVL � ----- --- _ HEADER HEADER L7- ,-./�- -�. TYPICAL LVL/GLULAM BOLTING/NAILING 4"X4"XI/4" TUBE STEEL .. COLUMN S EACH END --- uh MULTI 1 3/4 BEAMS OF STEEL ,, r;c SPECIAL NOTE d -._._ FRAMING PLANS ARE CONCEPTUAL. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE COMPLIANCE WITH ARCHITECTURAL DESIGN t BUILDING CODES AND TO NOTIFY' ARCHITECT IF CHANGES IN FRAMING MUST BE MADE IN ORDER L L,J TO ACHIEVE DESIGN ;LATENT AND/OR CODE COMPLIANCE Z a 0 Z 2 PIECES 0-4' 2 ROWS OF 14D NAILS ° 17 O- > >- c M Z U I 1 o Uo z 3 ----- > Z 0 g Q QOen0O 2 UJ Q I- V) w J m 3 PIECES D-4" 2 ROWS OF 1/2" DIAM BOLTS ° 12" O C O Z U O W � MUL I 3 I/ BEA o \ O 2' o p 'v O 2 PIECES D-4' 2 ROWS OF 1/2" DIAM! BOL75 • 12' O C z W� N J WLLl U W ----------- ------------------ .......... DATE OF SOIL TEST TOP OF EXISTING FOUNDATION AT EL 50.68 SOIL TEST PROPOSED SOIL TEST DONE BY QMJ9_JUS_I:I9Rjt_E&j_ TOP OF. WITNESSED BY _3AhL IbITE B JILJ. UM 20 FT. MINIMUM FROM CEL.AR FOUNDATION 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ELEV. 10 FT. MINIMUM CLEAN SAND OBSERVATION HOLE 1 ELEV.= 48 (N CONCRETE LEGEND: PERCOLATION RATE < 2 MIN./INCH AT 30 INCHES PLEA, -17A v T PINES A VE- GVD) 50 10 COVERS LOAM AND SEED EXISTING SPOT ELEVATION 00,0 DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER x 46.7 x 45.7 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8- PER FT. EXISTING CONTOUR ----00---- 2- LAYER OFELEVATION FO-07.0 FINAL SPOT 1/8" TO 1/2- FINAL CONTOUR L98.��4 45.6 6 MA WASHED' SOIL TEST LOCATION 0-90 A LOAMY SAND IOYR4/2 NO MA)L m xMAX.4�' CAST IRON PIPE 4' UTILITY POLE __o_ (OR EQUAL) MINIMUM TOWN WATER -W 49.7 PITCH 1/4!' PER FT. z CATCH BASIN ZABEL FILTER GAS LINE 9-31f B LOAMY SAD 10YR6/6 NO H2 51.9 \45 61 1 46.25 20 CLENO UT FLOW L NE CESSPOOL C.P. 0 -a c3 c3 0 c3 c3 c3 c3 o . x 49.8 45.5 "-ELEV. _V_-00- _T x. -6.420 c3 r-3 L 0, 46-120' C1 MEDIUM SAND 2.5Y8/4 NO WITH COBBLES x 47.5LEVEL 61S M,, o r3 r-3 r-3 o o r-3 o c3 c3 c3 GAS SUMP ELEV. 46187 ELEV. 46.07 ELEV. - _A�1_90L 0 0 c' BAFFLE 0 0 C3 13 c3 r-3 r-3 c3 r-3 c3 o o 2' H2O DISTRIBU Tliotl H20 120-144"1 C2 MEDIUM SAND ELE\� o c3 c3 r-3 d c3 c3 c3 c3 c3 c3 .2.15Y6L4 . NO 0 0, 43.50 0 Q6= OUTLET 0 ELEV T I BOX -IUD- a i �5 5 LIQUID H JEE NO WATER ENCOUNTERED AT 12' ELEV. 35.0 (TO BE PLACED ON FIRM BASE) 3-500 GALLON DRYWELLS WITH 45 4 FEET 14 INCHES TO BE WATER TESTED % IF MORE THAN ONE OUTLET STONE IN AN 47.5 5 FEET 19 INCHES 1500 GALLON 6 FEET 241NCHES x 48.5 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) IS X 33,5' X 2-TRENCH FORMATION 2� WELL N LA S.A.S. (�,4U 7.5' 18 FEET 34 INCHES SEPTIC TANK ZONE N/A 3/4" TO 1 1/2" CLEAN INDEX N 4A DESIGN CALCULATIONS 49.1 SOIL ABSORPTION x DOUBLE WASHED STONE Lo ADJUST N;6A NUMBER OF,BEDROOMS 3 FREE OF FINES & SILT GARBAGE DISPOSAL UNIT 'OT ALLOWED SYSTEM (SAS) TOTAL ESTIMATED FLOW USGS PROBABLE WATER TABLE ELEV. 110 GAL/1BR./bAY X 3 OR.) 330 GAL./DAY 4%" SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV. - --IL/A- REQUIRED SEPTIC TANK CAPACITY 1500 GAL. 49.3- NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION I .0 46.4 411. DESIGN PERCOLATION RATE _55 MIN./IN. 30.2xKVL S-A b 6.0 EFFLUENT LOADING RATE _DJA_ GAL./DAY/S.F. .1000 GALLON LEACHING AREA _620165- SO. FT. LEACH PIT WITH 50.3 ! I ��\�\�\� I 3'x33,5')+(93'x2') H2OH20 FRAME AND LEACHING CAPACITY (AREA X RATE) 459 GAL./DAY GRATE, AND S 621.5 X 0.74 OF STONE-ALL 625 RESERVE LEACHING CAPACITY _AM_ GAL./DAY AROUND. (TYP.) 47.3 x 49.0 NOTES: Y) RAILROAD TIE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. RETAINING WALL TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 'PROP 49.5 OSED 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO DRIVEWAY WITHIN 6" OF FINISHED ,GRADE. 46.2 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 00--1 SEPTIC x 418 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL HE TANK 46. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. ST 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO ROOF DOWN -1732* OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. OUTS PIPED AREA OF EXISTING DWELLING TO BE REMOVED WITHIN 101Y BUFFER 1,732± PROPOSED AREA OF DWELLING WITHIN 100' SETBACK 0 TO UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR PORCH BUFFER' 4021 PROPOSED AREA OF POOL, PATIO AND WALK TO BE ADDED WITHIN 100' BUFFER 2,4531- +2,051± 47.8 TO LEACH PIT AREA OF EXISTING PATIO TO BE REMOVED WITHIN 100' IS TO CALL.*DIG-SAFE" AT-1-888-344-7233 AT LEAST 72 HOURS (TYP-) AREA OF EXISTING LAWN WITHIN 100' BUFFER 9,692:k PROPOSED AREA OF LAWN WITHIN 100' BUFFER 9,237:k -455:h PRIOR TO COMMENCING WORK fv)4� T 0 v E0 1.2' ON.SITE,_ . ...... 7.'CONTRACTOR IS 4EkIFY'GR;(dE§MD ELEVATIONS -AS WELL AS 4-G ArITI SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION x 44. IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. PROPOSED B & C 8. PARCEL IS IN FLOOD ZONE cokCbWELLING 233 51-1 50.!Di. 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 7 0.0 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM .4 AND BE REPLACED NTH SAND AS SPECIFIED IN 310 CMR 15.255: (3) I TITLE 5) IF ENCOUNTERED BELOW. S.A.S. PIPE INVERT. .E. 11. EXISTING SEPTIC SYS M_70 .' ,UMPED BE 'F AND 1711.LED._W"R_ 00. x 42 Ak OR REMOVED 1000 GALLON 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. T-LEACH-PIT-VATH ,7 FRAME AND GRATE -7 WITH 1' OF STONE FOR POOL BACKWASH 100 47.8 z 8. 4 47.9 PROPOSED LAWN IMPERVIOUS WITHIN 100' Do CL POOL z 1 B'x36' 49.5 4 5 5' a. 0 48.4 1000 GALLON SHED 49.4 EACH PIT WITH FRAME AND GRATE WITH 1' OF STONE FOR DRIVEWAY BH SURFACE RUNOFF 49.3 : 50.7 9.,o EXISTING IMPERVIOUS 48.8 WITHIN 100' EXIS D LING 49.4 TO 0 10.84 am I am I 7.8 2.9 1 PROPOSED W 2 V ATH 14. flyw\ W2 2 ' 49.4 8 'LAWN AREA • 9.8 0.0 9236.70 33 7 49.4 14. U. 44.0 PATIO STRAW BALE AND 49 1 FILTER FABRIC am 3 EXISTING w a. V. 0 rop OF X x RETAINING W SILT BARRIER AND am q 4 . I WORK LIMIT WA 7rR \,kk OF 47. rif'VA 77ON 810"4 EXISTING LAWN 8m,4 F\,,I OF 49.4 .AR 85 611210J EA 9,69t CRAIG Yin ST4 SHOW %A ......... 578- CIVIL APPROVED: BOARD OF HEALTH 8W 5 740 27483 Bm 5 A I?EA K38 I EXISTING LAWN 042- S.Fw± #2454 DATE AGENT 1. OJ A CRES-1- N1. Q0Roy PROPOSED SEPTIC DESIGN a1v 6- 6 FOR aw 6 8m 7 am 7 ..c.. WILMAM FEDER )ME1.2 %-� LOCUS Bm 8 BW 7"- BEARSE'S POND -A I...--ft ft� %_ , wo wouAouEr LAKE) A39.5 PLEASANT LOG' 41 PLEASANT PINES AVE WETLAND FLAGS BY PINE AVE A GREAT POND LISA HEWDRICKSON CENTERVILLE, MA WETLAND SCIENTISTN x C]WG R SHORT, P.E. 235 GREAT WESTERN ROAD 508- P. 0.DENNIS, SOUTH DENNIS, MASS. 398-8311 02660 BEARSES POND SCALE Y 22, 2 20, REV. B NO. 1 -967 FRE LOCATION MAP SHEET 1 OF 1 02003 CRAIG R. SHORT, P.E. r6,-3-