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0181 PUTNAM AVENUE
J Ale r r M sip YN -r -o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATYON Map d (r Parcel ���o &1JkD Application # Health Division D�PC?ate Issued ®c lQ Conservation Division A0 iv �20,, Application Fee Planning Dept. �AA/�SfgBC Permit Fee J U • U Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village % A � Owner G *l 1:56 � W2A Address r� G() S 7 Telephone rr Permit Request ylGtK /2 iX. 1��rl{jirv, OT /':�&th'c� VfOI/S� Gh /1�Y1�I7' / 5�1� MV a ,►n dvi <A i ���' 4J' GI�r,C�—�1(J!l dil {1c�cl FYIu�u� Square feet: 1st floor: existing 2:V proposed -- 2nd floor: existing -proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation LO,41) Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 211 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes �d No On Old King's Highway: ❑Yes PNo Basement Type: ❑ Full )4 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing — new Number of Bedrooms: existing -new Total Room Count (not including baths): existing f new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ayL' Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use k�,SIA - Proposed Use APPLICANT INFORMATION / (BUILDER OR HOMEOWNER) Name �C'K Telephone Number SIO �KJ 7 Address kC Al. License # GS 0102 6�aa � 071]_f 416 &6��'� Home Improvement Contractor# lU yxoy Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �^ I l FOR OFFICIAL USE ONLY a APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION e FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . f CERTIFICATE OF LIABILITY INSURANCE DATE(MMOD"YYY) 4/14/2017 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 in 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 endorsements. _ PRODUCER CONTACT AME CT Ashley Clark Leonard Insurance Agency, Inc PAN. o'Eitl_($08)428-6921� 7FAXNo):(508)420-5406 E-MAIL I L_ .. ------- 683 Main Street ADDRESS:A.hley@leonardagency.com Suite B INSURERS)AFFORDING COVERAGE _NAIC R Oaterville MA 02655 INSURERAMGM Insurance Como any w- 14788 INSURED INSURER B:A lied UR Captive Risks JAIIC001 Lagadinos Building & Design, Inc. INSURERC: _ ,LL 13 Thankful Lane INSURER D:INsuRERE:. COtuit MA 02635 INSURERF: I - COVERAGES CERTIFICATE NUMBER-Master 2017-18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPEOFINSURANCE PDLUBRI pOUCYNUMBER ( MMLICDYEFF POO1LDIOYEXPyy� LIMBS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS MADE S❑OCCUR PREMISES(Ea occurrence IS 500,000 _ I MSBO7460 1/1/2017 1/1/2018 MED EXP 10,000 _ (Any one.person) $ __ ['PERSONAL&ADVINJURY is 1,000,000 [GENL AGGREGATE LIMIT APPLIES PER: i GENERAL AGGREGATE I}}'I$` 2,000,000 X POLICY❑PRO- ❑LOC 1� 000,000 JECT � �PRODUCTS-COMPlOP AGG,$ 2. H OTHER: r is AUTOMOBILE LIABILITY + j COMBINED SINGLE LIMIT i I l I 4 IEa accident] Is ANY AUTO I BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS (AUTOS I t I — NON-OWNED I i PROPERTY DAMAGE HIRED AUTOS - �— AUTOS der accident) i$ I UMBRELLA LIAB r � I _ I OCCUR � I I ,EACH OCCURRENCE $ LA r--- �Il I �.� I EXCESS B _ CLAIMS•MADE AGGREGATE $ DED I I RETENTIONb i _ .. . . .. ( V $ WORKERS COMPENSATIONOTH- i AND EMPLOYERS'LIABILITY STATUTE ER_ f YIN ANY PROPRIETORMARTNERIEXECUTIVE NIA E.L.EACH ACCIDENT B MPandatoM in NHS EXCLUDED? 46-880906-01-03 1 2/2017 1/2/2018 �~( ry ) I / :E.L.DISEASE-EA EMPLOYEE$ 500,000 i if yes,describe under I DESCRIPTION OF OPERATIONS below (E.L.DISEASE-POLICY LIMIT $_ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Builder in Massachusetts CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Ashley Clark/LEOACl ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2ol4o1) s,. Office of Consumer Affairs`and Business Regulation 10 Parlc Plaza - Suite S 170 Boston, Massachusetts 02116 Home Improvement Contractor Registration —_= Registration: 104804 Type: Private Corporation I Expiration: 7115/2018 Tr# 419291 LEAG/ADINOS BUILDING & DESIGN, I;NC �` s Nicholas Lagadinos 13 Thankful Lane Cotuit, MA 02635 Q3�date Address and return card.Marlt reason for change. . SCA 1 0 20W05/11 ter^ - U Address Renewal � l amg�loyaneut (� Lost Card C=%�c T�[:��t�rro7�iuwi�/�c/r��lnalar.�kiJr//J - Office of Consumer Affairs&nusincssRegulatiou icense.or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration -104804 Type: Office of Consumer Affairs and Business Regulation j t. Expiration .h$/.2018 Private Gorporaiion ;<0 Park lazy-Suite 51170 � B"on,MA 02116 LAGADINOS BUILDING&DESIGN aNC ',��'� Nicholas Lagadinos 1.3 Thankful Lane ( l Cotult, MA 02635 Undersecretary Not valid ithout,eiigmatrure Commonwealth of Massachusetts Division of Professional Licensure ®� Board of Building Regulations and Standards Construct ori�SO rviso.r /. x CS-012653 t .h !i; Ekpires: 07/16/2019 NICHOLASA-L•AGADINV.' 13 THANKFUL%LANES COTUIT MA 02635 ?` r r1+ � .� Commissioner II irk } �_L ty�1y 4 y _ .�•, � \ �� ,.`' " ,�, r �' *.tip J - _ G - - •_ -. ( yr_ Y.• �; � ?�..,,� . .. _-.., �- •� _i' o /-fie ,4 �.� I�JF `,/ .J' _ �'Z�""' ,F.';!,.,i3G��_ � _ -- .. •s•Gr� i lop- 1 77 O zv- NOW f; f i�. �'lis Comrr�orrrr�eaItii�;f 1�crssr���iusetts -. Depararreirt afrirrikYhiat lcdde7its f -ce 00mWS69atiom. . 600 Washington S`treet Barston,JAM 02111 • � k4'fY1f.:Tllif�£gfXY�l�i[I - . '""arkers' CcunpensafianInsn-anceAffidavit:BuildersdCunfracinrs�EIectri;cianslPhrmhers AmiiUcantInfarmatian Plea se,Print 1,e gib ly . Name�B�sslY7rgauiiatianFlut alb �d91 i'1i"7�.�f0 S ' ill) i7r t/I C, 4 7F SI G iU -t �V[' . Address: C1 1� 1p_ •( C)%�lT PliQflo-t'k- 4w— Are you an employer?Checls.the apprapriafe box: Type of project(required): I_% I am a employer with /d 4: ❑I arts a general confractor and I 6. ❑New construction employees(full andlor part--time)-* have lvred4he sub contractars Remng I El am a sole proprietor or partner fisted on fize a#ached sheetdeli �+_ Elo ship and have no employees. These sub-confradars have g_ ❑Demalitioa w g forme in an c CETIoy'ees andhave Wo6cers' °�—'^a g .�ci� comp_ [No 9�. El Building:additiaa ccorlcers.' camp.insurance: insuraut�.� �required-] 5. ❑ We.aea corporation anl ifs 1�.❑Electucal rep or additions 3-❑ I am.a hzmeoumer doing all;work officers have-exercised their II_❑Flumbingrepairs or additions stsl€ o workers' tight of exemption per MGL � �' � - 1�.❑Roof repairs ins Trance regu;md]i c.152,§1{4k and we haveza employees_IN6,Workers' 13_❑'Otfier comp_insurance required.11 'Any appHt Ent A-tcherksbox`lrou,taLafillovtthesectiaabeIawshmsiagihe¢nor$eis}compersatiaupolicyiu5rmsuon_ #I3•nmeoaraers ulna submit r$is affida�*u iudwaimg tlra_y are doia.�aIF wa�c sad tfieahiiE autsidetontractors nmst sohmit a newaffidazat indicating snrh FC.antn tors ztrhwIThisboxmmtattached9nsdditinnOsheetslionfrgtbgnnneofthesub-c*atzctrrs.sndstatewhether.ornotthoseEaffieshav e=- ioyees.If the sob-coutractoeshive employees,theymnstpmitie•their wurkers'comp.policy.number. I arni all. Setoov is Yha policyT and jah sits inforaradam Insurance Company Nam: 6 j Al i. 14'e Policy*4 or Self--ins.Lic- , — 08 n g D(e "('l—()`1 l�cpisatiau Date: l Job SiteAddren: Ma P11 CitylstawTw- Cd nI ITE Of v/ 0? AC#ach a.ropy of the workers"compensafionpolicy declaration page(showing the policy number and expo anion da-fe). Failure to secure coverage as required un Se-chba 25A of MGL c 15-7 can lead to ffie i mpos;ion of criminal pewild s of a fine up to$1500.00 an4for one-year inTrisonmwf as well as ciO penalties in the farm of a STOP WORK€RDE1,agd a fine of up to 0-00 a dap against the violator_ Be advised that a copy of this statement maybe for,avarded to the Office of IrrvesE gations of flee D1A for insurance coverage,verifcadon_ Idfoherob c f'rz i:rtF isandpenabresa.fgerj ry'tJ�attireiriforrna#iorrpr�zrledabmwisbugar:dctrrrect Siimaiure: Date: �U Phone A. OBEdd use ariT}. Do not o-vrrta in difs rcrscr,fa to.minpleW by cfip artenvn d,07crat City or Town: PerrmtfLicense# Issuing A.nfl€ority(circle one): 1.Board of Health I ButTTmg Department 3.Cit frown Clerk 4.Electrical Inspector 5.Plumbing Easpecter b.Other C'anfact Person: Phone#: �V4E � Town of Barnstable Tr • C- Regulatory Services s Thomas F.Gefler,Director N Eufldi ng Division Tom Perm,Building Commissioner 200 Main.Siree�Hyannis,MA 02601 www.towm.barnstafiIe.maus Office: 50 S-862-403 S Pax. 508-790-6230 Property Owner least Complete and Sign T-his Section If Usipg A. Bider as Owner of the subject property hereby authotize to act on nay behaK is au matters re tine to work authorized.by this building pet7nit, (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filed or utilized before fence Is installed and all final inspections are performed and accepted. Signature of Owner --- .� Signature of A pR Print Name Print Name /o y Date Q:F0RMS:0WNMERWSSI0NP0DM 6(2012 ASSESSORS REF.: ZONE: J� O/cy p° st Map 036, 'Parcel 040 RF (RPOD) �`����� -or, R°ad Area (min.) 87,120 SF '� ` �ir�, erl go FEMA FLOOD ZONE Fronts e (min) 150' ��h 1 And LLA itt/e River Rood) ( ) ( ) Width Fmin) no �� rx �- i per Rood Zones X, 27., AE EL 12 , & AE EL 14 Map # 25001CO543J & 25001CO756J Setbacks: � Front 30' ` F eff. July 16, 2014 Side 15 tit�$ IRear 15' k REVISED GROUNDWATER S PROTECTION OVERLAY DISTRICT: 8323632g 3�E' \\` AP — Aquifer Protection District N ` \ Ns �' NJ New Concrete ry LOT 4 Foundation T.O.F E1=41.1' NAVD'88 ° h N0 ,1� D D CO Y1 F h 4 15.6f' y 4�° #181 i 60.6t' Q A1 A� Oy92 �p� o ._ Top Of.Bank .Q FEMA Zone Lines — ®�� 3 As Shown On FIRM Map Number 25001CO756J N eff. July 16, 2014 r� N p X o cn —FEMA Zone AE(EL14) ---- ------ ---- t' Mean Hi h Water' Scale: 1"=200' .............. ................................................. Mean Low Water ..............I PLOT PLAN At q.l Putnam Ave e Scale: 1"=40' L-- - BARNSTABLE `*of U43 cy`�f._ (COTUITJ �o �,, I certify that the new o' RICHARD R. '' foundation shown hereon MASS. L'FIEUREUX conforms to the setback DATE: 081SEP117 SCALE:1"=40' y N0. 343120 �o requirements of the Zoning 0 10 20 30 40 60 80 FEET Bylaws of the town of S A lAN0y�1 Barnstable. PREPARED FOR: Isabel Barzun, Elizabeth NOTES: Parfit, & Emily Parfit 1.) The structures shown were located on the ground PREPARED BY: by conventional survey methods on 07/SEP/17. CapeSurv . 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C527_1 g2 FIELD BY, WHK/ASK (508) 420-3994 / 420-3995fax 0oc:1r284r862 12-21-2015 3:33 - PARNSTABLE LAND COURT REGISTRY Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2015.027—Barzun, el. al. §240-94—Nonconforming Uses To divide a lot with multiple single-family dwellings Summary: Granted with Conditions Petitioners: The Bluff, LLC:60 Hubbard Street,Concord,MA 01742 Thomas H Lowell,Trustee of the Thomas H Lowell 2014 Cotuit Property Trust Agreement:2044 Stickney Brook Road, Dummerston,VT 05301 James L Barzun: 100 N Collier Blvd,Apt 1006, Marco island,FL 34145 Isabel Barzun: 150 East 77 Street,Apt 5A,New York,NY 10021 Francis C Lowell Jr: 188 Sippewissett Road,Falmouth,MA 02540 Charles R Lowell:323 Garfield Road, Concord,MA 01742 Property Address: 135 Putnam Avenue, Cotuit, MA Assessor's Map/Parcel: 036/040 Zoning: Residence F District, Resource Protection Overlay District Hearing Date: May 27,2015 Recording information: Deed: Certificate 98801 Plan: LC Plan 4235-A (exc.Lot A on LC Plan 4235-B) Background In Appeal No. 2015-027, the Barzun and Lowell families petitioned for a Special Permit pursuant to §240-94 to continue the preexisting nonconforming use of multiple single-family dwellings on one lot after the division of the land. The subject property contains 25.85 acres and is improved with five single-family dwellings, all of which predate zoning. There is also an accessory cottage containing two bedrooms and an accessory pier. The Petitioners proposed to divide the subject property into two lots of 11.3 and 13.04 acres of upland, respectively. The division would result in one dwelling on Lot 1 and four dwellings on Lot 2. A dwelling bisected by the proposed lot line was proposed to be relocated. Section 240-7(F) of the ordinance states that in residential districts, only one principal permitted building shall be located on a single lot. Relief was requested to allow the nonconforming use of one lot, Lot 2,for multiple single-family residential uses to continue. Procedural&Hearing Summary Special Permit No. 2015-027 allowing for the alteration and continuation of a preexisting nonconforming use was filed at the Town Clerk's office and office of the Zoning Board of Appeals on April 29, 2015. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on May 27, 2015 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence,Alex Rodolakis, George Zevitas, David A. Hirsch, and Robin Young. Attorney Michael Schulz represented the Applicant before the Board. Attorney Schulz provided a history of the property and the request before the Board. He explained that the current owners intended to retain Lot 2 and sell Lot 1. The Board inquired about the lot line contained within Lot 1 and Attorney Schulz clarified that he had consulted with the Land Court and the lot line would be removed. The Board confirmed the need to for the Planning Board to endorse an ANR Plan. It was Town of Bamstablc Zoning Board of Appeals—Decision and Notice Special Permit No.2015-027—Barzun clarified that the Petitioners would have to return to the Board if there was to be any further division of Lot 2. The Board Chair requested public comment and no one spoke. . Findings of Fact At the hearing on May 27,2015,the Board unanimously made the following findings of fact for Appeal No. 2015-027, a request for a special permit filed by Barzun, et.al to continue the nonconforming use of a lot for multiple single-family residential uses: 1. The Bluff,LLC;Thomas H Lowell,Trustee of the Thomas H Lowell Cotuit Property Trust Agreement; James L Barzun; Isabel Barzun; Francis C Lowell Jr,and Charles R Lowell have applied for a Special Permit pursuant to Section 240-94—Nonconforming Uses. The applicants seek a special permit to continue a nonconforming use when a division of the land occurs. There are currently five single-family dwellings and accessory structures on a single lot;the proposed division of land would result in four single-family dwellings and accessory structures on one lot(Lot 2). 2. The subject property is located at 135 Putnam Avenue, Cotuit, MA as shown on Assessor's Map 036 as Parcel 040. It is in the RF Residence F and Resource Protection Overlay Districts. 3. Section 240-94 allows for the alteration and continuation of a preexisting nonconforming use with a Special Permit. The multiple single-family dwellings on the lot predate the adoption of zoning. The property has been in the Petitioners'family for over 100 years. 4. Site Plan Review is not required for single-family residential uses. 5. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The multiple dwellings will be used in substantially the same manner as they were prior to the land division. 6. The continuation of the preexisting nonconforming use will be no more detrimental to the neighborhood than the use as it exists today. The use of the multiple dwellings will not substantially change. The vote to accept the findings was: AYE: Brian Florence,Alex M. Rodolakis, George ZeAtas, David A. Hirsch, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2015-027 subject to the following conditions: 1. Special Permit No. 2015-027 is granted to The Bluff, LLC;Thomas H Lowell,Trustee of the Thomas H Lowell Cotuit Property Trust Agreement; James L Barzun; Isabel Barzun; Francis C Lowell Jr;and Charles R Lowell to allow the continuation of multiple-single family dwellings on Lot 2, as shown on the plan referenced in Condition No.2 herein. a. Lot 1 shall be used in conformance with zoning. b. Four single-family dwellings and their accessory uses shall be permitted on Lot 2. 2. The lots shall be configured as shown on draft Approval Not Required(ANR)plan, entitled"Plan of Land in Barnstable (Cotuit)Massachusetts, Petitioners: Roger M. Barzun [et.al.]"dated April 22, 2015,drawn by CapeSurv. 3. An Approval Not Required plan shall be prepared based upon the plan referenced in Condition No. 2. The ANR plan shall be submitted to the Planning Board for endorsement and thereafter recorded at the Registry of Deeds along with the recording of this Special Permit. Copies of the recorded ANR plan and this decision shall be submitted to the Zoning Board of Appeals. 2 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2015-027—Barzun 4. The dwelling bisected by the proposed lot line shall be relocated onto.Lot 2 in conformance with setback requirements in the RF District. 5. There shall be no relocation of the dwellings or future building within the FEMA Special Flood Hazard Areas(A or V Zones)without the necessary permits. 6. Any future division of either of the lots shall be in conformance with the minimum lot area and bulk regulations in effect at the time of such subdivision. 7. The decision shall be recorded at the Bamstable County Registry of Deeds. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Brian Florence,Alex M. Rodolakis, George Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Ordered Special Permit No. 2015-027 allowing for the alteration and continuation of a preexisting nonconforming use, the use of multiple single-family dwellings on one lot at 135 Putnam Avenue, Cotuit(Lot 2)has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section.17,within tw my(20)days after the date of the filing of this decision,a copy of which 4mus� e 'ed in he offic of the Bamstable Town Clerk. odo w -Vice Chair -Date Signbd I,Ann Quirk, Clerk of the Town of Bamstable, 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\JUne- o1OA-5- under the pains and penalties of perjury. Ann Quirk, Town Clerk ' AS ti A55' G39• 't* 'own of Barnstable Assessing Division 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: ' 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION May 8, 2015 RE: Adjacent Abutters List For Parcel(s) : 036-040 135 Putnam Ave. Cotuit, MA 02635 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. ZS �,�-- Board of Assessors Town of Barnstable Abl , rReport Page 1 of 2 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): 1036040' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 20 ( ® Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country De CityStateZip BARZUN,ROGER M, FRANCIS C JR, PO CONCORD,MA 036034 DAMES L&LOWELL, CHARLES,ET AL BOX 767 01742 28. LOWELL,THOMAS H 3AMES&ISABEL& CONCORD,MA CONC 036040 TR,BLUFF LLC, LOWELL,FRANCIS& P O BOX 767 CONC #D BARZUN, CHARL 01742 036041 EMERY,DONALD K 59 PUTNAM AVE COTUIT,MA 17'. &MANAEH M 02635 036041002 R211 CAPITAL- 5910 N CENTRAL SUITE 1560 DALLAS,TX 28: COTUIT LLC EXPRESSWAY 75206 036045 R2R CAPITAL- 5910 N CENTRAL SUITE 1560 DALLAS,TX 28: COTUIT LLC EXPRESSWAY 75206 CUMING,WILLIAM RUTH D CUMING COTUIT,MA 036054 R&RUTH D TRS 1995 REVOCABLE P 0 BOX 910 02635 C1. TRUST CUMING,WILLIAM RUTH D CUMING COTUIT,MA 036055 R&RUTH D TRS 1995 REVOCABLE P 0 BOX 910 02635 CS, TRUST CUMING,WILLIAM RUTH D CUMING COTUIT,MA 036056 R&RUTH D TRS 1995 REVOCABLE P 0 BOX 910 02635 C1, TRUST- CUMING,WILLIAM RUTH D CUMING COTUrr,MA 036057 R&RUTH D TRS 1995 REVOCABLE P O BOX 910 02635 C1, TRUST CUMING,WILLIAM RUTH D CUMING COTUIT,MA 036058 R&RUTH D TRS 1995 REVOCABLE PO BOX 910 02635 C1, TRUST 037013 BARNSTABLE, 367 MAIN STREET HYANNIS,MA 85( TOWN OF(CEM) 02601 SEDER,JONATHAN 426 OLD POST RD OSTERVILLE,MA 037014 H&HARRIS, REALTY TRUST 1340 MAIN ST 02655 lit PATRICIA TRS 037016001 GARVEY,JUDITH M 214 PUTNAM AVE COTUIT,MA 11, 02635 WHITMORE,DAVID COTUIT,MA 037016002 R&MCMURRY, 224 PUTNAM AVE 02635 15. ALISON L 037016003 MILLER,PATRICIA S 81 OST.-W.BARN. OSTERVILLE,MA 77( RD 02655 CUMING,WILLIAM RUTH D CUMING COTUIT,MA 053020 R&RUTH D TRS TRUST EVOCABLE P 0 BOX 910 02635 C1. CUMING WILLIAM RUTH D CUMING COTUIT,MA 053021 R&RUTH D TRS 1995 REVOCABLE P 0 BOX 910 - 02635 C1, TRUST 053025 CUMING,WILLIAM P 0 BOX 910 COTUIT,MA C1: R&RUTH D TRS 02635 RUTH D CUMING http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 4/29/2015 Abut.;rReport ._— Page Z of 2 053028 COMING,WILLIAM 1995 REVOCABLE p O BOX 910 COTUrr,MA C1, R&RUTH D TRS TRUST 02635 HESELBARTH, EDGAR F 514 WELLMAN NORTH 054026 EDGAR&R-ANN& HESELBARTH REV AVENUE CHELMSFORD, 12! EDGAR III TR TRUST MA 01863 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.if a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this fist is from the Town of Barnstable Assessor's database as of 4/29/2015. http://66.203.95,236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 4/29/2015 i Town of Barnstable Geographic Information System May 5,2015 0 0370 54029001 a35 950 037009 037016003 037003 280 #240 #Ha4• 034029002 5400200 #9 0 0 2 Q3 7004 .. #1 2 5 r #90 J 7005 M 7019 03 #224::•:`•:::•:::' #28 037017 7 0 064030 • 0 a 460 037'. 72 01H00, :'a 414'. 054027 # 50 037007 >r50054022 4 A 60 :'.':03T014 .: #48 5 037008 054025 \ ♦ ::::;':;t:.:, r:: ':":':::t::::`•c: :`. `is::"':; ;•:..::: ::::.::::::::`.:::::t:. ::.054026 0459 053019 \ - OLD POST 038 - #499 OL� # = J 3e .:as3.. a1so23 - �.#30: 053029 0530,s 5#2 Sal 0530 22 .0 - #44 a3a 2a J 2e o' t 68# z 425 a3so2g aa2 #0 3018 038 91r''�:��`i3>' 6 028 03 027 ge ls 038038 - #65 a8 #604 • 3023 10 Will eo 0 - i o3sasl - - #sa 3 036 029001 0 30 OS 1 6284 053003 #82 #35 Y.' 0360 62 2 4F :,'';: - 03H058: # z e i 1 03so40 036063 0530 24 t a 136::::: '`3.:i: . ::'a # Pico 841 038030 - 03604100 lass #651 3 d :•038057 :. :05 OtZ 036016 036052 1 :�`053 038031 #661 038037 8674 33 • #88 03601$ 038032 671 #688 60414=`.' 053 026 4#1 8 3601 03 053 002 03802 •#68 9 1xS8049 "�:'036058 #Zfl 1 T 0360.16 699 00 #58 03H010 r - • #TOt Z Ti 036011 OS 0 �'•Q53 28.:. 3 27 r en o3so33 :` os3oio 703 ISO 10 a9oo2 159 #4s. o3soalao, OISCLNMERS:This map is for planning purposes only.It Is not adequate for legal Map:036 Parcel:040 Adjacent(Please choose abutter list type) El detarminatbn or regulatory interpretation. Enlargements beyond a scale of Selected Parcel E 1�100'may not nreat established maP accuracy standards.The parcel Ines on ttris map Abutter List Type-Default buffer of parcels adjacent to the selected parcel are only graphic representatrons of Assassoes tax parcels.They are not true property Abutters We boundaries and do not represent accurate relationships to physical features on the map i,.,,•, �i such as building lomuons. Buffer NOTICELEGAL TOWN OF BARNSTABLE LEGAL NOTICE ;ZONING BOARD OF APPEALS TOWN OF BARNSTABLE ' NOTICE OF PUBLIC HEARINGS UNDER THE ZONING. ____. ORDINANCE - ZONING BOARD OF APPEALS MAY 27,2015 .NOTICE OF PUBLIC NEARINGS.UNDER THEZONING To all persons Interested in or affected by the actions of OAOINANCE the Zoning Board of Appeals,you are hereby notified. MAY 17,2015, pursuant to Section 11 of Chapter 40Aof the General To all persons Interested In or affected by the actions of -Laws of the Commonwealth of Massachusetts,and all the Zoning Board of Appeals,you are hereby notified, amendments t pursuant to Section it,of Chapterhereto,that a public hearing on the tot- lowing appeals will of the Commonwealth of Massachusetts.the Generalachusetts,and all l beheld on Wednesday,May 27,"! amendments thereto,thate public 2015 at the time Indicated: - � �' •• •- P hearing on the fot- ._7:00 PM Appeal Na 2015-026 Brown Group Retail,Inc., lowing appeals wig be held on Wednesday,-May 27, dfbfa Famous Footwear 2015 at the time Indicated: i.. Brown Group Retail,Inc.(dlbla Famous Footwear),as' .7.90 PM Appeal No.2015-026 Browns Group_Retail,Inc., tenanl,'has petitioned for a variance to the allowable, d/bfa Famous Footwear, , as- square of signage pursuant to§240 85.They, Brown Group Retail,Inc.(dlWa Famous Footwear),as are proposing one,three sq.ft blade sign in addition to tenant,has petitioned far a variance to the allowable !' — 'square footage of signage pursuant to§240-65.They- are Proposing one,three sq.ft blade sign in addition to an existing 50 sq.0 wan sign.The ordinance allowe4o -aneidsting 50 94.ftwe0 sign.The ordinance alrowwro 'tiro signs not to exceed a total square footage of 109/6 of two signs not to exceed a total square footage of 10%of. the area of the building wall facing a public way(50 sq.ft time arias of the bulling wall facing a public way(50 sq.ft of signage).The property is located at 790 Iyannough of signage).The property is located at 790 lyannough Road,Suite 9,Hyannis,MA as shown on Assessor's. Road,Suite 9,Hyannis,MA as shown on Assessor's Map 311 as,Parcel 092.R Is in the Highway Business_ Map 311,as Parcet092.It Is in the Highway Business. `(HB)and Business(B)Zoning Districts. (HB)and.Business(B)ZorlrrgDistricts.'' 7.01 PM Appeal Na 2015-M Barztm,at at '7A3 PM Appeal No.2015r027 Barzun,at at -The Bluff,LLC;Thomas H Lowell,•.Trustee'of the The'Bluff,LLC;Thomas H Lowell.Trustee of the Thomas'H Lowell Cotuil Property Trust Agreement; Thomas'H Lowell Cotuit Property Trust Agreement; `James'L Barzun•Isabel Barzun;Francis C Lowell Jr, Jarnes L Barzun;Isabel Barzun;Francis C Lowell Jr. -end Charles R Lowell have applied fora Special Permit_ and Chares R Lowell have applied fora Special Penult 'pursuant to Section 240-94-Nonconforming Uses.The :pursuant to Section 240-94-Nonconforming Uses'The :eppllcants seek a'special permit to continue a noncon- applicants seek a special permit to continue a noncon- ,forming use when a division Of the land occurs.There . -fomdng use when a division of the land occurs:There j are currently five single-family dwellings and acres- are'cuff entiy five single-family dwellings and acres- -dory strictures on a single lot;the proposed division sory'stnichires on a aingie lok the proposed division of land would result in four single-family dwellings and of land would result in four single-famly dwelling's and property-accessary structures on one lot(Lot 2).The property accessory structures on one lot(Lot 2).'The property is located at 135 Putnam Avenue,Cotul,MA as shown Is located at 135 PutnamAvenue.Cotul,MA as shown on Assessor's Map 036 as Parcel 040.'11 is in the RF on Assessor's Map 036 as Parcel 040.R is in the RF. Residence F and Resource Protection Overlay Dlstrlcte... Residence F and Resource Prolecllon Overlay Distrkds. 7.02 PM Appeal No.201S-028 Bancroft&Bancroft 7:02 PM Appeal No.2015-028 Bancmft S Bancroft -. Eric Bancroft and Robert C.Bancroft,as Trustee of the Eric Bancroft and Robert C.Bancroft;as Trustee of the Robert C Bancroft Revocable Trust,have petitioned for ..Robert C Bancroft Revocable Trust,have petitioned far variances from the minimum lot area requirements of variances from the minimum lot area requirements of l the Residence F and Resource Protection Overlay Dis• the Residence F and Resource Protectlon,Overiay Dis- trict.The petitioners seek to exchange an equal area of trict.The petitioners seek to exchange an equal area of land between the two lots,resulting in a reconfiguration land between the two kits;resulting in a renfiguration `of the shared kit fine and relief from the lot shape factor_ iof the shared lot line and re colief from the tot shape factor requirements of Section 240-7(D),as necessary.The j requirements of Section 240-7(0),'as necessary.The properties are located at 5 li 29 Sundelin Way;West j -properties are located at 5 d 29 Sundehin Way,West Barnstable,MA as shown on'Assessor's Map 216,as .Barnstable,MA as shown on Assessor's Map 216 as Parcels 069 E 068.They are in the.RF Residence F Parcels 069 8 06b.They are in the RF Residence F and Resource Protection Overlay Districts. and Resource Protection Overlay Districts. _ 7 03 PM Appeal No.2015.029 Marshall .7d13 PM Appeal No.20IS-029 Marshall ' Winton W Marshall has applied to modify condition No. Winton W Marshall has applied to modify eonditior.No. .6 of Special Permit No.2002-95,which states'there .6 of Special Permit No:2002-95,which states'there shall be no aaassorj building added to this property.' 'shall be no accessory bulding'added to this property.' The applicant seeks to allow construction of a pier,ramp The appeciint seeks to allow construction of a pier,ramp and fioaL The property is located at 132 Bay Shore and fioat.'The property is located at 137 Bay Shore Road,Hyannis,MA as shown on Assessor's Map 325 Road,Hyannis,_MA as shown on Assessor's Map 325_ as Parcels 080.It is-zoned RB Residence 8. as Parcels 080.It Is zoned REi Residence S. These public hearings will be held at the Barnstable These public hearings will be held at the Barnstable Town Hall,367 Main Street,Hyannis,MA,Hearing' TTown Hall,367.pMain Street,Hyannis,MA,Hearing Room located on the 2nd Floor,Wednesday,May 27, 'Room located on the 2nd Floor,Wednesday,May 27. 2015.Plans and applications may be reviewed at the '2015.Plans'and applications may be rei4ewed at the Zoning Board of Appeals Office,Growth Management Zoning Board of Appeals Office,Growth Management Department,Town Offices.200 Main Street,Hyannis, Department,Town Offices,200 Main Street,Hyannis, MA MA.. Brian Florence,Acting Chair ;Brian Florence,Acting Chair Zoning Board of Appeals Zoning Board of Appeals . . '.�.: The Barnstable Patriot TWO Barnstable Patriot _. May 18 and May 15,2015 May 18 and May 15,2016 1 BAR45TA81.E REG�STftY aster�g . John F..Meade,Reg TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �J Map Parcel Q`�(, ' Application # Health Division ON Date Issued / Conservation Division AN� igt A lication FeCA Planning Dept. Permit Fee V Date Definitive Plan Approved by Planning Board�� - a Historic - OKH _ Preservation / Hyannis Celt Project Street Address L---v-- " = Village Coy i� Owner_..5a6j ► 69=ZLJ (,J1Q 1MF-f j Address /S�l FIft s� y Telephone Z1 7 - c�? Permit Request e�01 ntr4r eA�4},u ���}a CC- 04 a)' r y QM (Ala 14 11� � �tTr�2�1 ✓IQdl�z� �tr�/ �� ��f/-�_/2('' � � t-fi f 9 < Square feet: 1 st floor: existing proposed 2nd floor: existing proposed OLTOtal new /D 7 Zoning District. .' Flood Plain Groundwater Overlay Project Valuation 7,S ?9 Construction Type hJ1A1 , Grandfathered:Lot Size zL _ Gf to sf ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) ` Age of Existing Structure Historic House: ❑Yes ❑ No On Old :Kin 's Highway: ❑Yes ❑ No 9 9 Y Basement Type: 4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �_ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Z new .3 Half: existing new — Number of Bedrooms: 3 existing Z new Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other o � Central Air: ❑Yes No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes qNo If yes, site plan review# Current Use �.rs �.� Proposed Use Sol 14cicd APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number yzo �Oy Address TI tg to License# C S - 6►-w S: �U171 r ✓j'1 �a Home Improvement Contractor# /0Y Tq Email LPY6COW r, CW110 • 04 Worker's Compensation # Ago 4 -C)/ -43 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNA URE ;" _ DATE r w i FOR OFFICIAL USE.ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE ttj OWNER t 1 /4Ft •w/) DATE OF INSPECTION:R.`q-.0 V � 7-A* C K FOUNDATIONQal� .r FRAME ) INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t Z Cif'lil, ,W_/M, x+ = � Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 _ Boston, Massachusetts 02116 Home 11nprovement Contractor Registration Reqistration: 104804 Type: Private Corporation • 1 s-,i! ,�•Yam"i.i -�:; £ ia.J si Expiration: 7115/2018 Tr# 419291 . LAGADINOS BUItDIN.G & DESIGN,"sINC- :!4, --_ Nicholas Lagadlnos 13 Thankful Lane Cotuit, MA 02635 Update:Address and return card.Mark reason for change. Address Renewal F� Employment n. Lost Card SCA 1 co 20M G5111 �r //.,/('�h1JI/!Y/IIJr114 �.• _ e �_ Ofrice of Consunser Aff 0 airs&Atisineas Regulatitin License.or registration valid for individual use only . fi before the expiration date If found return t fi i�.111iOME IMPROVEMI=NT CONTRACTOR ` t�? Registration 104804 Type: Office of Consumer Affairs and Business Regulation i Ezpirateon 7/15/2018 Private.Corporation 10 Park Plaza-Suite 5170 on,MA 02116 LAGADINOS BUILDING&;DESIGN .INC Nicholas Lagadinos` f r 13 Thankful Lane Cotuit, MA 02635 _. Widersecretary' Not valid VithoutlignAre } Massachusetts Department or Public Safety i • Board of SuMing Regulations and Standards License: CS-012653 F I i Construction Supervisor NICOOLAS A LAGAD OS '33 THANKFUL LANE CQTUI u MA 02630 i i i ,_. ,A �� Expiration: Commissioner 07/16/2017 I i ® DATE(MMIDD/YYYY) 1/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). NT PRODUCER NAMEACT Ashley Clark Leonard Insurance Agency, Ina PHONE (508)428-6921 AACNo:(508)420-5406 683 Main Street E-MAILss:Ashley@leonardagency.com ADDRE Suite B INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A A lied UW Captive Risks AUC001 INSURED INSURER B: Lagadinos Building & Design, Inc. INSURERC: INSURER D: 13 Thankful Lane INSURER E: A Cotuit MA 02635 1 INSURERF: COVERAGES CERTIFICATE NUMBER:WC Master 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR SD D POLICY NUMBER MMIDD MM/DD _-- _COMMERCIALGENERAL-LIABILITY _ ------------ - _-.. ._• -_-_.: .- -- ._. .. - -EACH OCCURRENCE------$---------_.---.----.._._. DAMAGE R CLAIMS-MADE OCCUR PREM SESOEa oecu Dnce $ MED FRCP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ POLICY PRO LOC JECT PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS (Per I) $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STAT YIN LITE OERH ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 NIA OFFICER/MEMBER EXCLUDED? N❑ A (Mandatory in NH) 46-880906-01-03 1/2/2016 1/2/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Builder in Massachusetts. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE D Flett/LEODFl lj� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I NS025(201401) The Commonwealth of assacliuselts Departorrerat of lud fsilial Aeci eras Office gf f"tie-,st galio is t. bfla Washington Street Boston,AM 021.11 tta►tr r n u#as&gov1dia Workers' Cuimpensation Insurance Affidavit:Builders/Cauh-actors]EIectiiciansinumbers Applicant Information t Please Print Legibly I1Tme(Rusi iezorgmizatiwincii iduay �,l Atl')1�o �V AI VLq e Dr,S I h-1 zw/ Address: i L D '}`11dC r dl L At Citylstatemp: (U TI)t-r NyI OZGS phone g- 5lb_q7 _qo 17 Are.your an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with /j!� 4. ❑ I am a general contractor and I ennployees(full andror part-time)-* have hired the sub-contractors 6. ❑New const€action. 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑'Remodeling ship.and have no employees These sub-contractors have g. ❑Demolitioln working for Anne in an capacity- employees and have workers' �' pa t5' 9. ❑Building addition. [No workers' comp.insurance comp.insurance-1 required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am;a homeowner doing all work officers have exercised their I L❑Plumbing repairs or addition myself [No workers'comp. right of-exemptiouper MGL 11El Roof repairs insurance required.] s c.152,§l(4),and we ha 4T no employees.[No workers' 13.❑Other comp.insurance required.j Any applicant*at cbec6s boa#1 mast also fill out the sac don beloar shoving dick workers'compensation policy Mfonuation. Homeowners who submit aiis affidavit indicating they are daring all work and then hire outside contractors mast submit a new affidavit indicating such. tContracdors that check this baxmust attached an additional sheet showing thenante ofthe sub-contractors and state whether ornot ftse entitfes have employees. I€the sub-contractors have employees,they crust provide their workers'comp.policy number. lain an empk er that is pmviding,workers r conWensation iusnaeance for awry enzp*-ees. 13ebsi,is the polil y�and job site itrfOrraaadVI Insurance CompanyHame: HTl't4 e� (71'`} C � tJ,(f_j ��. Policy,ftor:Self-ins.Uc.#: ^ U U I t& -0) -U 3 Expiration Date:: A- , Job Site Address: /,th 1 : 19i�o rA M Jftt. CitpState/Zip: 4CIM III ✓IA=6 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 c.. 152 can.lead to the imposition of criminal penalties of a fine up to$1,500.00 atn&or erne-year imprisormre7nt,as well as coal penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the-violator_ Be advised that a copy of this statement may be f wded to the Office of Investigations of the OIA for insumnce coverage-verification. ----- -- - -- -- - _--- _ -----.- ------ -- ----— I dot hereby cE1WA,rt r th pains andpenatties ofpedzipy that the information pratided a boxes is dr ite and correct Sismgtrve:' Date: Phone#: l Y4 Official itse only. Do not riite fit this area,to be winpleted by cio,or town officiaL City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfro na Clerk. 4.Electrical Inspector 5.Plumbing Ins rector 6.Other Contact Person: Phone#c nationalgrid October 4,2016 To:Nick Lagadinos Re: 135 Putnam Ave, Cotuit MA This letter is to notify you that our records do not indicate that there is an active gas service running to 13 S Putnam Ave, Cotuit MA Please make sure to call Dig Safe before you begin demolition. If you have any questions please feel free to contact me at 781 907 3016 "1 Sincerely, Lauren MacLean Gas Customer Connections National Grid 40 Sylvan Rd Waltham, Ma 02451 781-907-3016 o TRANSITOON eMGINEERING 04c September 15, 2016 ERIC J. Mr. Paul Roma cEcEnxoL Building Commissioner—Town of Barnstable �, O. 38962 200 Main Street Hyannis, MA. 02601 Re: Relocation of the Residences at 135 Putnam Avenue, Cotuit, MA. 02636 Barzun/Parfit Residence— 181 Putnam Avenue Lowell Residence— 183 Putnam Avenue Barzun Residence (NW& NE cottages to be rejoined)- 185 Putnam Avenue Dear Mr. Roma: The residences at 135 Putnam Avenue, more formally documented as 181, 183 and 185 Putnam Avenue are proposed to be lifted and relocated onto new foundations. Transition Engineering, Inc. is providing this letter on behalf of Archi-Tech Associates, Inc. and Lagadino's Construction, prior to any construction, in anticipation of unforeseen structural conditions that may deviate from the submitted construction documents of each residence. At this time, the existing condition of each "foundation"for each cottage is unknown as access below the first floor system is limited and inaccessible in most cases. As each residence is lifted off of its existing "foundation"; we are proposing site visits made by myself with a member from the Archi- Tech Associates team present to document existing conditions that cannot be determined in their current state. Based on these inspections, revisions will be made to the construction documents for each structure as needed in accordance the structural requirements of the Massachusetts State Building Code, Eighth Edition. Should you have any questions regarding this matter, please do not hesitate to contact me. Sincerely, l nc J. Cederholm, PE Transition Engineering, Inc. 44 Chadderton Way Middleboro, MA (508)404-0358 ejcpe@verizon.net Page 1 of 1 #ex 111 Eg�2XXlXCTE1C • ('OTUI'C FIRF DISTRICT °0 1926 A° 4300 FALMOUTH ROAD, P.O. BOX 451 opTE�JULY�9,9 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 September 12 2 1 p 0 6 Nick Lagadinos 13 Thankftil Lane Cotuit, MA 02635 Dear Nick, This letter confirms that there is no water connection on the property located at 135 Putnam Avenue in Cotuit. Sincerely, r Jennifer Leger Office Manager EVERS9hURCE One NSTAR Way,Westwood,Massachusetts 02090-9230 ENERGY October 28,2016 Charles Lowell 323 Garfield Rd Concord,MA 01742 RE: 135 Putnam Ave CO'TUIT Dear Mr.Lowell: At Eversource,we're committed to delivering great service. This letter serves as confn-mation that,as of October 28,2016 the electric services to the above address for accounts 1437-292-0018 and 1437-293-0017 have been removed. Based on this information,there is no electric power at this address and you may proceed with the demolition. If you have any questions,please contact me at(781)441-3381. sincerely, t Paul A.Bowe Customer Service Engineer 48 .. '� �� . 4 t Thames T:Gea7er,IDtrector~ & �k� Tom kerrQ,]t3aildmg toonex . . ZOU Mam $yaws,AqA 0260t � o�vnbarnstatite�s.ns r ,. . E?ffice 508-862-�t03R1. ia� 508-T90-623D y Y eS T . % S US$ r . .. .: y. 1. 'v� plet anc3 �1TZ'U' .Se1.ct . If Js c� -- T- —��Sd�•' �g�, 1.�ne�of ffi snbJect p�opettp herebpauthosz1 ; J('�L_(p ` [Z toact.anm b Y, eba1 in all matters xelative'ta work amhoried by tfus b�ulduig pemrtt ��i/_ rad1_i"mob ( ddfe.iess of jqb} 1. -n...oI feces attd ala�tta.s are the respo;asx�,ility of thy;applicant P®als areo�go beilleci or utr�ized"before fence is YnstaIled and all final �spec�ons are prfotmec auc accepted. ri � Sigriatuiepf C}oruer ;Signature ofAp canII ?zinc hTame Prim N'atne I D.ORM: u I L . . %��, ., . . —........ - W.- t .� 1. TRH, _� II NMI RIND tHUMPORA September 15, 2016 4a jv" f Mr. Paul Roma ] csI nO tvr I u i'raRUCaTU€tAL Building Commissioner—Town of Barnstable : `" , 33262 200 Main Street ' a Hyannis, MA.02601 �� x Re: Relocation of the Residences at 135 Putnam.Avenue, Cotuit, MA. 02635 Barzun/Parfit Residence— 181 Putnam Avenue Lowell Residence—183 Putnam Avenue Barzun Residence (NW&.NE cottages to be rejoined) - 185 Putnam Avenue Dear Mr. Roma: ). The residences at 135 Putnam Avenue, more formally documented as 181, 183 and.185 Putnam Avenue are proposed to be lifted and relocated onto new foundations. 'Transition Engineering, Inc..is providing this letter on behalf of Archi-Tech Associates, Inc. and Lagadino's Construction, prior to any construction,:in anticipation of unforeseen structural. conditions that may deviate from the submitted:construction documents of each residence. At this time, the existing condition of each "foundation" for each cottage is unknown as access below the first floor system is limited and inaccessible in most cases.As each residence is lifted:off of its existing "foundation ; we are proposing site visits made by myself with a member`from the Archi Tech Associates team present to document existing conditions that cannot be determined in their current state. Based on these inspections, revisions will be made to the construction documents for each structure as needed in accordance the structural requirements of the Massachusetts State Building:Code, Eighth Edition_. Should you have any questions regarding this.matter, please do not hesitate to contact me. Sincerely, ric J. Cederholm PE Transition Engineering, Inc. 44 Chaddert6n Way : Middleboro, MA (508)404-0358 ejcpe@verizon.net Page 1 of 1 !tpwlq ar aA.iR�I yy■.� /L�K 111:nos WIC ` 11e C,tp P INlFdi �r^�°'� f UO' 4.y oldWw FEEN•ROODII.�iE 6` ``.� - � i �{ \ �'arar � - rcaarrcauW BE5X�6imCbIAYirtYBR [}� + ,�j. � i � - o-.r+r a �M.s�atypeYs n WtK m.w./mi6w .r iYwim � 0' p) I ' 1wl�bel BN tl«Ad�1.r4K4P . „V 1 sA " ' - wtw�llcaaP4VidN�W HtEZj f M[�M�bRI r'EeiG I900t w Ir u..�tu:.rx aua w al.a aaN• L 4i $. et SWAM. rW I �l Gc 1 vFcafl - .d+...w.t MMOFLAND w g BARNSTABL 1 Coto; aiavY(�rAWkealm�dN: dr F r wrf:,j •'Nau MASSAC US a J S _ e�t,a,.�+ro���r f' � f \- . BFJNCiRD3Vt�CtYO�TiiELOT2 Thaafulf.kG0 Aber 6C 0=44 C R LbW •mar - 162W8aOEltabwhpadr&. r Yy JP v SC (ftYLIVICES, LLC WILLIAM CHARLES PLACE . .7 PARKER>RO'AD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 T W�a^'FRCSIMILE(508)420-153Ct ti ALBERT J. SCHULZ MICHAEL F. SCHULZ aschulz@schulzlawoffices.com mschulz@schulzlawoffices.com i November 16, 201� Jeffrey Rudziak, birector Assessing Division Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 _ s _-3 Via Email: jeffrey.ru.dziak�utown barnstable Ina us Re: Map 036, Parcel 040 Dear Mr. Rudziak: I am writing on behalf of my clients with respect to their property located in Cotuit which is still shown as Map 036, Parcel 040 by the Town of Barnstable Assessing Division. Based on the information attached hereto, kindly make a complete update the assessing records. On December 21, 2015, the approximate 26-acre parcel of land known as 135 Putnam Avenue, Cotuit, Massachusetts, shown on Assessor's Map 036 as Parcel 040, was divided into two lots. See Exhibit 1. As of December 21, 2015, Lot 2 was owned by Isabel Barzun, Emily Parfit, Elizabeth Parfit, Charles R. Lowell and The Bluff, LLC while Lot 3 was owned by Francis C. Lowell, Jr., Ellen O'Beirne, Trustee of the Thomas H. Lowell 2014 Cotuit Property Trust Agreement and James L. Barzun. See Exhibits 2 and 3. On May 4, 2016, Lot 2 was divided into Lot 4, Lot 5 and Lot 6. See Exhibit 4. From May 4, 2016, Lot 4 has been owned by Isabel Barzun, Emily Parfit and Elizabeth Parfit; Lot 5 has been owned by Charles R. Lowell; and Lot 6 has been owned by The Bluff, LLC. See Exhibit 5. Prior to his retirement, Frank Schlegel assigned addresses for the properties. See Exhibit 6. Lot 3 retained the address of 135 Putnam Avenue, Cotuit, MA. See Exhibit 6. Lot 4 was issued the address of 181 Putnam Avenue, Cotuit, MA, Lot 5 was issued the address of 183 Putnam Avenue, Cotuit, MA, and Lot 6 was issued the address of 185 Putnam Avenue, Cotuit, MA. See Exhibit 6. Based upon the foregoing, I would respectfully request that the Assessing Division 11Page update its records so that tax bills are correctly and properly issued forthwith. In addition, I am copying the Building Department on this correspondence as building permits are currently being sought and there should be no delay in the issuance of permits due to Assessing Division records. As always, please do not hesitate to contact me with any questions. Very truly yours eM* hael F. Schulz Schulz Law Offices, LLC cc: Nick Lagadinos (via email lagcon i),capecod.net) Jeffrey Lauzon(via email Jeff'i-ey.t.auzon(djown.barn stab]e.ma.us) Paul Roma(via email Paul.Roma(a)town.barnstable.m.a_us) 21Page 31Page \, 1 AM 11 ae.p«,d DID � �. RE•,_FECf��4: ,` M�'T�rr�, 10.0 Coarf Can I a7!a-4 1 d3U A,C / aan•./ r. axxao ZONE. (�t/ / \4. xanrJ kdu,JF iw LocaHonMap w �d��lldd`« r-rAae tr` i e,sssr^�• YY""\�( !'��:� : F FLODD ZONE x� \ / \ \ \ c•n7a.e 2—x a rrne .A rtl. £ i alJrrJ a I rJDaCOb!U A temrco7JaJ ��� �NrID - � \ 11y �� \ .4 A!y r0.fa11 1 \ REVISED OROUNDWATEfl •_$OTEQTIONOVERLAY07STRfCLT: MD ,xeD LOT 1 1 3 Ip l ( 31 r 11.781AC' it 4Lw) 'C{JI I •6 �R„�I�Y.ri W '. 331,3261sr 11.31*AC UWW \`,�\ 31 3o Ssr Ir.7DlAC iolal(1°JLLw) ...yr--••_.. - y1y�^{ .� -�.4- lDC IxllG LOT 0� SbI,JIRt AC Upreod b, b �$ ' A . �(,------- Lori_ Lepenrf: rry rII� 11A�fo:V a°reAa 381.3MV r3.J73AC Vpk«# C Mmv.wa.p,. y I Y . r 7 A �jrenJ _ Dad,Pob I 1 old o wroaM a w;owy ro. r T G oRe B«enoda R00a Ba°•a MD .//1; 4 • / . q!r 1 ere uN u.eenanana m uN 'ytt1P''1 ___ t. �st><r,[-xt��ur>•E+s4nuunxro�oslxg u b ee.n r a«uy rroN uh N .°.ovw ban m ona1 l i �.� ....4.k i,'S4..G•�-..12,.J t'_� .. .^wr nsa. ar awwbaewdwn.irn 6 1 19]Z�t...118 6rrwn ha°aY Il.xon«d dA70.IOrA. 1' \'•\ �. em.l Jwe WL vn.+r a naRe. ' Z "' iidltW 1• i�a + r Q �/'k r !iw°ruo,w.exnr,wln;v,x a PLAN OF LAND C SS 1 BARNSTABLE /A 7 ICOIUiI) "!,�• �' r n ' MASSACHUSETTS AprH 22,2018 Scale:1.B0' r BEINQ A DIV16ION OF THE LOT SHOWN ONLCC4235A A H w M 4 — PatlVonore;Roger M.amuft, - James L.Sarrun, Isabel Saturn, ApDnow'orw..eh.St,udharoA is Iro7•u deer nee•axan r. Franck C.Lowell Jr.,Charles A Lowell,And Thomas H.Lowell, BARN BCE'PLA NIN BOARD C®PUit Bay D eAup� LAND COIBi Ilo datamNel/an a!to aomp+Wne nNh DEC 18 WS Peepwed br. y� �i _ IM IanFRprq rYOW.n d d b y th.nb Aq CapaesurV DaaA mdd�w Glandd by Us oDaw F I E &0 aAda.Amenl. rJ n., r Aa me.o D,reai.w oxeal CDvv.AaAa--� WfL%+Mt MAW, r Af J4c•car_i M:p LAND COURT PENDING PLAN . _. 4 1 P a g e Doc= 1s284.864 12-21-2015 3:33 Ctf 208329 BARNSTABLE LAND COURT REGISTRY (IUITCLAIM DEED We, Francis C. Lowell, Jr., of 188 Sippewissett Road, Falmouth, Massachusetts 02540, Ellen O'Beirne, Trustee of the Thomas H. Lowell 2014 Cotuit Property Trust Agreement, u/d/t/ dated April 14, 2014, registered with the Barnstable Land Court Registry District as Document No. 1254468, of 2044 Stickney Brook Road, Dummerston, Vermont 05301, and James L. Barzun, of 100 N. Collier Blvd., Apt. 1006, Marco Island, Florida 34145, as tenants in common In consideration paid of less than One Hundred ($100,00) Dollars Grant to The Bluff, LLC, a Massachusetts Limited Liability Company, with a mailing address of 60 Hubbard Street, Concord, Massachusetts 01.742, Roger M. Barzun, of 60 Hubbard Street, Concord, Massachusetts 01742, Charles R. Lowel14,323 Garfield Road, Concord, Massachusetts 01742, Isabel Barzun, of 150 East 771h Street, New York, New York 10075, Elizabeth Parrt, of 80 Lowell Street, Somerville, Massachusetts 02143, and Emily Parfit, of 1440 Beacon Street, Brookline, Massachusetts 02446, as tenants in common, said The Bluff, LLC, for an undivided eight thirty-sixths (8/36) interest, said Roger M. Barzun, for an undivided four tharty-sixths (4/36) interest, said Charles R. Lowell, for an undivided tvr,ve thirty-sixths (112/36) interest, said Isabel Barzun, for an undivided eight thirty-sixths (8/36) interest, said Elizabeth Parfit, for an undivided two 3 thirty-sixths (2/36) interest, said Emily Parfit, for an undivided two thirty-sixths (2/36) 1 interest ancG said Char/rs k+sJtJI LewfII �'or ,rn clndfrlQoet Awr they-s�xfi7s � �{ �bJ WITH QUITCLAIM COVENANTS All of our right, title and interest in and to that certain parcel of land, with the buildings o thereon, situated in the Village of Cotuit, Town of Barnstable and County of Barnstable, more particularly bounded and described as follows: �d v LOT 2 LAND COURT PLAN 4235-D (pending) LAND coun7 f3osTON.The land herein described will be shown on our approved plan to foiiow as '��DEC 16 7015 1 PlanA.—.Lot -- �' (EXAMiNTt PONTBRIAND ONLY) CHIEF ENGINEER I � ADDRESS OF PREMISES: 135 Putnam Avenue Cotuit, Massachusetts 02635 For title, see Certificate of Title No. 98,801. [The Remainder of This Page is Intentionally Left Blank] 2 I � s r • WITNESS my hand and seal this day of December 2015. Francis C. Lowell, Jr. COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this �!`day of December 2015, before me, the undersigned notary public, personally appeared Francis C. Lowell, Jr., and proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document, and acknowledged to me that.he signed it voluntarily for its stated purpose. Notary Public: My commission expires: ei l �— BARBARA WIGGINS NOWN Pub1(c,Commorweatlh of Massach,,is My commission wea Sepf.19,2019 3 ;WITNESS my hand and seal this 7 day of December 2015. elle/ f Ellen O'Beirne, Trustee STATE OF VERMONT ss. On this ay of December 2015, before me, the undersigned notary public, personally appeared Ellen O'Beirne, Trustee as aforesaid and proved to me through satisfactory evidence of identification, which was 40t to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public: My commission expires: 0 i M � 5 4 WITNESS my hand and seal this day of December 2015. James L. 33arzun d STATE OF FLORIDA ss. On this day of December, 2015, before me, the undersigned notary public, personally appeared James L. Barzun, proved to me through satisfactory evidence of identification, which was � .� -' to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary ublic: My commission expires: ,•:�a�:�ea, DOROMY E.STEINES TWPI'� Notary Public•Stele of Florida COmmfsslon/FF244129 My Comm.Expires Sep 12,2019 8andedthMON9oW Wary Aim, . .moo .• •. F . r�O TA 1 "y:'•s 5 ��► B L� o" TRUSTEE'S CERTIFICATE I, Ellen O'Beirne, Trustee of the Thomas H. Lowell 2014 Cotuit Property Trust Agreement, under Declaration of Trust dated April 14, 2014, of 2044 Stickney Brook Road, Dummerston, Vermont 05301, recorded with the Barnstable County Registry of Deeds in Book 28393, Page 288, and filed for registration with the Barnstable Registry District of the Land Court as Document No. 1,254,468 and noted on Certificate of Title No. 98801 hereby certify that I am the sole Trustee of said Trust; that said Trust has not been altered, amended, revoked, or terminated; that all the beneficiaries are of full age and competent; that pursuant to said Trust, the Trustee has the power convey or otherwise dispose of all or any part of the Trust premises; that the Trustee has been directed by all of the beneficiaries to convey the property to the Grantees for the recited consideration, and the Trustee has this day executed a deed for the consideration. WITNESS my hand and seal this day of December 2015. Thomas H. Lowell 2014 Cotuit Trust Agreement Ellen O'Beirne,Trustee STATE OF VERMONT tom/ OUnty On this J*d-'ay of December 2015,before me,the undersigned Notary Public, personally appeared Ellen O'Beirne,trustee of the aforementioned trust,and proved to me through satisfactory evidence of identification,which was to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. / I / Q Notary Public My commission expires: a to 14 I I AFFIDAVIT OF ATTORNEY The undersigned, an attorney at law, make the following statements of my own personal knowledge: 1. 1 am the attorney for G'l�ar s.Q..Lowrll,t the gma"—"- grantee(s} meftgegee(s) [select one] named in the deed! mortgage [select one]to which this affidavit is attached. I participated in the preparation of said deed/mortgage/ participated in the closing of the transaction of which such deed/mortgage is a partladvised the grantor(sy grantee(sy mortgagee as to the execution and delivery of such deed/mortgage [select appropriate facts]. 2. Subsequent to the preparation of such deed/mortgage, the following changes to the deed/mortgage were made at the time of delivery of the deed/mortgage In the process of preparing to record the deed/mortgage [$elect appropriate facts]. a} chaidsd ,n,HxP ,v -,Wkc1- r4 r-ecord Sra Ctrbheak 98$0! b} c} 3. All such changes were made with the consent and approval of the grantor(sy grantee(sy mortgagee [select appropriate facts] In order to conform the deed/ mortgage to their Intentions. Signed under the pains and penalties of perjury this 2t r day of Cttris{ r' 2015'. sig name Nic#A-Et. F. fcMhyt,z b6 27 N l print name B80# BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 51Page Doc= ir284.863 12-21-2015 3:33 Ctf-a 208328 BARNSTAL?LE LAND COURT REGISTRY QUITCLAIM DEED We, The Bluff, LLC, a Massachusetts Limited Liability Company, with a ma'ling address of 60 Hubbard Street, Concord, Massachusetts 01742, Charles R. Lowell,323 Garfield Road, Concord, Massachusetts 01742, Isabel Barzun, of 150 East 77`h Street, New York, New York 10075, as tenants in common In consideration paid of less than One Hundred ($100.00) Dollars Grant to Francis C. Lowell, Jr., of 188 Sippewissett Road, Falmouth, Massachusetts 02540, Ellen O'Beirne, Trustee of the Thomas H. Lowell 2014. Cotuit Property Trust Agreement, u/d/t/ dated April 14, 2014, registered with the Barnstable Land Court Registry District as Document No. 1254468, of 2044 Stickney Brook Road, Dummerston, Vermont 05301, and James L. Barzun, of 100 N. Collier Blvd., Apt. 1006, 3 Marco Island, Florida 34145 as tenants in common, said Francis C. Lowell, Jr. for an undivided one-third (1/3) interest, said Ellen O'Beirne, Trustee, for an undivided one- hthird (1/3) interest, said James L. Barzun, for an undivided one-third (1/3) interest WITH QUITCLAIM COVENANTS, All of our right, title and interest in and to that certain parcel of land, with the buildings thereon, situated in the Village of Cotuit, Town of Barnstable and County of Barnstable, v �.� more particularly bounded and described as follows: LOT/ 3 LAND COURT PLAN 4235-D (pending) LAND COURT,AN.The Land ADDRESS OF PREMISES: herein described will shown o our approved plan to n to follow as 135 Putnam Avenue DEC 16 26115 Cotuit, Massachusetts 02635 Plan Z3SELat (p(AMINED AS DESCRIPTION ONLY) T.C. PONTSRIAND AePW CHIEF ENGINEER _1 J For title, see Certificate of Title No. 98,801. . 97TNESS my hand and seal this � day.of December, 2015. The Bluff,LLC P"C'� W�' eu-u By: Roger M.Barzun,Manager COMMONWEALTH OF MASSACHUSETTS On this Y' day of December, 2015, before me, the undersigned notary public, personally appeared Roger M. Barzun, Manager of The Bluff, LLC, and proved to me through satisfactory evidence of identification, which was a Massachusetts driver's license to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed, it voluntarily for its stated purpose as the Manager of The Bluff, LLC, a Massachusetts limited liability company. Notary Public: fvti• A f6xckd My commission expires: Notary Pubfic,GommomeaBh of Massachusetts My CcnmiHbn Pyres lu;3us113.2021 A }, 2 WITNESS my hand and seal this^8 day of December,2015. (�" t Charles R. Lowell COMMONWEALTH OF MASSACHUSETTS Middlesex, ss. On this 8 day of December 2015, before me, the undersigned notary public, personally appeared Charles R. Lowell, proved to me through satisfactory evidence of identification, which was Massachusetts Drivers License to be the person whose namej��� is signed on the preceding or attached document, and acknowledged tome thq�.-fie-signed: it voluntarily for its stated purpose. "•�.,' "' tary Public: My commission expires: PJtTRICIA ;•i. C:LIFFORD .."dotdry Public t Con;+i;vnwec.:+ of Massachusetts My Con-'mission Expires August 26, 2016 3 i K'ITNESS my hand and seal this day of December, 2015. Isabel arzun STATE OF NEW YORK ,ss. On this ay of December 2015, before me, the undersigned notary public, personally appeared Isabel Barzun, proved to me through satisfactory evidence of identification, which was MIVA a. Y` k G/We' to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notar u ic: My commission expires: CRAIC WEXLER Notary Public,State of New York No.01 WE6071493 Oua.ified in New York County Commission Expires March 18,2078 4 !�7.� ��on7Inalu«-ealt/jo �1&&vach&w&,s1 / Jlfpyyyl///' lillzel 6-//y^/m wwJ/li JC'I�GC-'V V Wasel, V.iaslwy,&j ✓/.G�LGUsI.G{.Aiewe a,- OT/S'y William Francis Galvin Secretary of the Commonwealth December 17,2015 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by THE BLUFF,LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on October 11, 2012. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office, I also certify that the names of all managers listed in the most recent filing are: ROGER M. BARZUN I further certify,the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: ROGER M.BA.RZUN The names of all persons authorized to act with respect to real property listed in the most recent filing are: ROGER M.BARZUN In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Secretary of the Commonwealth Processed By:TAA i 6 � Pa e �. S. 1 ��- � ® REfEAFJVCE3: ww v..r oeo dlE/YO 1 w(gym, a awe.,wl P I.sslr O/�/ .r . uWnb=a � GI �m t1,li e7.r"r o, ` s•aa.>r 1./ r'"".r 9-13 oact FEW FLOOD"E +w fxmaew•aJOam>w �A� �- {{ll t� ` \ / REVAEDQROGMDWAI'ER J >• �� � •4 i �♦ \ `°"o�.b;a PROTECTpN OVERLAY 079TRiCT Q ` C \♦ i `y ma's ^� •� \ Ir • Cafs tNM ��r w A npal • W0.(:eN 0 eN O VfDy e It•Lae=1 bone Y m Ari Caww 6gne/be nm ` +� � �+ma•seal./M AeN � S C e ha rb1/pwe ti ♦y $ to 7 S � s Ne✓Wr d41'•447011aA h N .rwy nre. w-v.wia a weNdm ertn , �7 � d` f, mu Lae LLual Nlexrbr of t001 a> ,io fef N to lb I 1 % AOONwI wma<1r S,bm..bbf CanlW 1 .•�. i .�...•.�-� /`•...,....ti la.N M nwkot 1 h �23 s BAl?N5TABL£PLANNING BOARD �' �' •:�«J � ';.'",,G-/ ' _- .M r MD 092010 / V fb Get—kl tA.m to 1-00a01 Wm 1 Ib1 ZIN oloko m n.uplmonH ft. l i ! • c Y DIa nwer o 11.4 by m:w— 1 ( r4 .wa,.,.l. \� ^� �N. . } PLAN OF LAND 1 ' a„ I x @ w t BARNSTABLE, ti s � rt (Cotuit) MASSACHUSETTS 1V,ad.bn�WmxU7N4m WAv 1 S 4MIw. : gM1wa I vrcdW'm 6MY baSw% ! ; Q hurch=2016 Saws IW � asdpeUecu xo g,73c 1 ': . BEING Amvis0NOFTNELOT2 owe vm o, 1- —. __ L• ":�......,,• . 'w. L" SW04NN ON LCC 4236 0 -....._.._...... .._..._.gym..,.-��. A.mr.�1 eeo aw.a a•.m a o..a11.m a .r.__.=...-....w -• - r-..__..r..=_;.. ,m Pelldo/1": The MO.LLC,ROW N.a.w a wa aet w m mo.,omru'e, ••sue 'xti • At.gals m,C wd"a LOWIK .mar „mar velar om a b•1 w we1 .� 188bB!a=m,E&rlb"�Par9t,S Em(ty Paft ,w, . e �. ; plaafiG,o•ti iollm,ILv AeUM a Preporer!by N/w Oi� 4,:+ CB:peSury u � 5�b a9 atr�r uA o exi � COb':ffK xa (N.tI1 r ¢o! iq:o-mat LAND C041tT PEON JP LAN i 7 1 P a g c Doc: 1 P 29.E s 667 05--04-2016 11 :20 Ctf;:209423 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED We, The Bluff, LLC, a Massachusetts Limited Liability Company, with a mailing address of 60 Hubbard Street, Concord, Massachusetts 01742, Roger M. Barzun, of 60 Hubbard Street, Concord, Massachusetts 01742, Charles R. Lowell, 323 Garfield Road, Concord, Massachusetts 01742, Charles Russell Lowell, 323 Garfield Road, Concord, Massachusetts 01742, Isabel Barzun, of 150 East 77 h Street, New York, New York 10075, Elizabeth Parfit, of 80 Lowell Street, Somerville, Massachusetts 02143, and Emily Parfit, of 1440 Beacon Street, Brookline, Massachusetts 02446, as tenants in common In consideration paid of less than One Hundred($100.00)Dollars Grant to Isabel Ba.rzun, of 150 East 77`" Street,New York, New York 10075, Elizabeth Parfit, of 80 Lowell Street, Somerville, Massachusetts 02143, and Emily Parfit, of 1440 Beacon Street, Brookline,Massachusetts 02446, as tenants in common WITH QUITCLAIM COVENANTS All of our right, title and interest in and to that certain parcel of land, with the buildings thereon, situated in the Village of Cotuit, Town of Barnstable and County of Barnstable, more particularly bounded and described as follows: LOT 4 LAND COURT PLAN 4235-E (pending) LOD COURT,80STGM fie Lend ADDRESS OF PREMISES: our approved ppro dPlen to Wow"as our a 181 Putnam Avenue MAY a 3 Z016 Cotuit, Massachusetts 02635 PWM 123� i 4. c For title, see Certificate of Title No, 208329. K E�sus v i WITNESS my hand and seal this 0 day of April 2016.. The Bluff, LLC e AA i al -� By: R er M. Barzun, Sole Manager C'I'V I "&1-4 Roge . B arzun COMMONWEALTH OF MASSACHUSETTS Ramgable, ss. WaltQ S-cX On this ola 0)day of April 2016, before me, the undersigned notary public, personally appeared Roger M. Barzun., and proved to me through satisfactory evidence of identification, which was,fir!- P yi t;Land—, o be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public: My commission expires: Mai zol9 WITNESS my hand and seal this a�� day of April 2016. Charles R.Lowell Charles Russell Lowell COMMONWEALTH OF MASSACHUSETTS bir► d&d X , ss. On this UA day of April 2016, before me, the undersigned notary public, personally appeared Charles R. Lowell, aka Charles Russell Lowell, and proved to me through satisfactory evidence of identification, which was_M-4- �e_��'�1".to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public: My commission expires: �✓ 1 3°� a o f 3 i C./ !(fie (./atm/4'V/w-)eaA z1 a VA �/1l�irf.{[��ei/J/��(�� ���A 'i/LLL'S.Y 1 C(/ff 4 �`� -. ��,• Joe,,,✓LOfL Pr, ODrSGC7YL; Cl<SSCLC%lllP lCd' 0,91S William Francis Galvin Secretary of the Commonwealth May 3,2016 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by THE BLUFF,LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on October 11, 2012. 1 further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: ROGER M. BARZUN I further certify,the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: ROGER M. BARZUN The names of all persons authorized to act with respect to real property listed in the most recent filing are: ROGER M.BARZUN In testimony of which, I have hereunto affixed the •a.�is-��±��i'�_--._ `q t: = Great Seal of the Commonwealth on the date first above written. Secretary of the Commonwealth Processed I3y;tpg GARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 'ram , • — Doc 1 s 293 s 66L 05--04--2016 11 :20 Ct f Y s 209424 BARNSTABLE LAND COURT REGISTRY QUITCLAIM.DEED We, The Bluff, LLC, a Massachusetts Limited Liability Company, with a mailing address of 60 Hubbard Street, Concord, Massachusetts 01742, Roger M. Barzun, of 60 Hubbard Street, Concord, Massachusetts 01742, Charles R. Lowell, 323 Garfield Road, Concord, Massachusetts 01742, Charles Russell Lowell, 323 Garfield Road, Concord, Massachusetts 01742, Isabel Barzun, of 150 East 77 h Street, New York, New York 10075, Elizabeth Parfit, of 80 Lowell Street, Somerville, Massachusetts 02143, and Emily Parrt, of 1440 Beacon Street, Brookline, Massachusetts 02446, as tenants in common In consideration paid of less than.One Hundred ($100.00) Dollars Grant to Charles R. Lowell, 323 Garfield Road, Concord, Massachusetts 01742 WITH QUITCLAIM COVENANTS All of our right, title and interest in and to that certain parcel of land, with the buildings thereon, situated in the Village of Cotuit, Town of Barnstable and County of Barnstable, more particularly bounded and described as follows: LOT 5 LAND COURT PLAN 4235-E (pending) LAND COURT,BOSTON.The land herein described win be shown on ADDRESS OF PREMISES: our approved pion to toaow as 183 Putnam Avenue MAY 0 3 2016 Cotuit, Massachusetts 02635 Plan�T-M- -1t KM For title, see Certificate of Title No. 208329. CHIEFSUREYOR t WITNESS my hand and seal this Z� 'day of April 2016. The Bluff, LLC By: Roger M. Barzun, Sole Manager Roger M. Barzun COMMONWEALTH OF MASSACHUSETTS On this •?0l' day of April 2016, before me, the undersigned notary public, personally appeared Roger M. Barzun., and proved to me through satisfactory evidence of identification, which was AA �--.R,,1 va 1 /,;-tgAd. to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public: My commission expires: p ?,. 1 30 a 4 l 9 F —1 WITNESS my hand and seal this day of April 2016. tg-aVe—i Barzun STATE OF NEW YORK I L 1� 4rttS+ s s. 0,n this � day of April 2016, before me, the undersigned notary public, , personally appeared Isabel Barzun, and proved to me through satisfactory evidence of identification,which was �, rc ��c.„L c��.�a� to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary 1 c: My commission expires: REGINA M.WEXLER Notary Public.State of New York No.01 WE4944513 Qualified in Dutchess County Commission Expires 11/21/20. } 3 WITNESS my hand and seal this 0 day of April 2016. Eliza cth Parfit STATE OF NEW YOR.K C'otrrlf✓ Of�_ P�?5 SS. On this 2.� day of April 2016, before me, the undersigned notary public, personally appeared Elizabeth Parf t, and proved to me through satisfactory evidence of identification, which was fts. Dr,v+-r n so tto be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public: My commission expires: oZ/og/ AMQHOOUE NOTARY PUBLIC-STATE OF NEW YORK ff NO.01H06216412 I OUALI FIEO IN QUEENS COUNTY MY COMMISSION EXPIRESFEBRUARY08.2018 4 WITNESS my hand and seal this day of April 2016. Emi(y Parfit �o)orac4o COMMONWEALTH OF D , ss. On this ;?3r�' day of April 2016, before me, the undersigned notary public, personally appeared Emily Parfit, and proved to me through satisfactory evidence of identification, which was >r'�yQts L,Cease ;114 -=uwjto be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Q� Notary Public: My commission expires: - AURORA B.RMS NOTARY PUBLIC STATE OF COLORADO NOTARY ID#20144043083 MY COMMISSION EXPIRES 110I2018 5 a _ c..feate�`aC-/ t./ �� A A -f am,A(o se,, 0 OfIr, /l/lassa�«seC�s 02>33 William Francis Galvin. Secretary of the Commonwealth May 2,2016 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited.Liability Company was filed in this office by THE BLUFF, LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on October 11, l 2012. 1 further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the mast recent filing are:ROGER M. BARZUN 1 further certify,the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: ROGER M. BARZUN The names of all persons authorized to act with respect to real property listed in the most recent filing are: ROGER M. BARZUN In testimony of which, I have hereunto affixed the ? 3jj' Great Seal of the Commonwealth on the date first above written. jid Secretary of the Commonwealth Processed By:TAA BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Dot: 1 r 293 y L69 05-04-20 1b 11 :20 Ct f :209425 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED We, Roger M. Barzun, of 60 Hubbard Street, Concord, Massachusetts 01742, Charles R. LowelI, 323 Garfield Road, Concord, Massachusetts 01742, Charles Russell Lowell, 323 Garfield Road, Concord, Massachusetts 01742, Isabel Barzun, of 150 East 770' Street, New York, New York 10075, Elizabeth Parfit, of 80 Lowell Street, Somerville, Massachusetts 02143, and Emily Parfit, of 1440 Beacon Street, Brookline, Massachusetts 02446, as tenants in common In consideration paid of less than One Hundred ($100.00)Dollars Grant to The Bluff, LLC, a Massachusetts Limited Liability Company, with a mailing address of 60 Hubbard Street, Concord,Massachusetts 01.742 WITH QUITCLAIM COVENANTS All of our right, title and interest in and to that certain parcel of land, with the buildings thereon, situated in the Village of Cotuit, Town of Barnstable and County of Barnstable, more particularly bounded and described as follows; LOT 6 LAND COURT PLAN 4235-E (pending) ADDRESS OF PREMISES: herein deesuaibed w91 be shhhowrl on our approved plan to follow 93 185 Putnam Avenue Cotuit, Massachusetts 02635 MAY b, For title, see Certificate of Title No. 208329. Z�grril;m cHieF SURVEYOR 1 i TVITNESS my hand and seal this day of April 2016. Roger M. .Barzun COMMONWEALTH OF MASSACHUSETTS Ramat-able, ss. Dili r l� On this &01 day of April 2016, before me, the undersigned notary public, personally appeared Roger M. Barzun., and proved to me through satisfactory evidence of identification, which was-�A' %rivAeYt („2agjV. to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public: q My commission expires: /V_ _ ! 3 D, a,61 9 v, 2 i r TnTAIE,SS my hand and seal this a 4 day of April 2016. Charles R.Lowell Charles Russell Lowell COMMONWEALTH OF MASSACHUSETTS &=&table, ss. 4W&&W On this day of April 2016, before me, the undersigned notary public, personally appeared Charles R. Lowell, aka Charles Russell Lowell., and proved to me through satisfactory evidence of identification,which was fit A-_pZ ' .4_ to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. 9 h.&-4 Notary Public: My commission expires: M I'll 301( a- .�, 7y�Y r• ��.�� 3 WITNESS my hand and seal this day of April 2016. isab- Barzun STATE OF NEW YORK ss. On this day of April 2016, before me, the undersigned notary public, personally appeared Isabel Barzun, and proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. o, Nota. lic: My commission expires: REQINA M.WEXLER Notary Public,State of New York No.OI WE4944513 Qualified in Dutchess County Commission Expires 11/21/20a II 4 I� WITNESS my hand and seal this day of April 2016. II AN a A �. Eliza eth Parfit STATE OF NEW YORK 4 I C-ovrl if-Y ac n1 , ss. On this Z5 day of April 2016, before me, the undersigned notary public, personally appeared Elizabeth Parfit, and proved to me through satisfactory evidence of identification, which was Mass. r;rotr lil terxto be the person whose name is signed f on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Pub ic, My commission expires: o2/6g//Y A MD HOQUE NOTARY PUBLIC-STATE OF NEW YORK N0.01 HO6216412 QUALIFIED IN QUEENS COUNTY MY COMMISSION EXPIRES FE8RUARY 08,2018 �I 5 ii r — -- ------ — — — -- -----, WITNESS my hand and seal this a��day of April 2016. Em arfit COMMONWEALTH OF �'-i� or ss. Co I a�0.6 o On this ,23��day of April 2016, before me, the undersigned notary public, personally appeared Emily Parfit, and proved to me through satisfactory evidence of identification, which was Djjur-r �iCPhst_ #n84SNA41to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. MS a K)C Notary Public: ORADO 1F �- 44043083 My commission expires. DFAURORA RES 11p812o18 BARNSTABLE REGISTRY OF DEEDS 6 John F. Meade, Register EXIIIBIT 6 .... .......... 81Pagc ParcelEdit Page 1 of 1 b �r 1 �44tt \4��p{.lam.J,t`'?Jr fi Jb �h7� . � � •. � 4�kyr ra et a �� �`t ;+�,�,. Logged In As: Wednesday, December 23 Frank Schlegel Parcel 2015 Application Center Road System Reports Road System Parcel Detail Parcel ID. 0360.40 ( Sewer Acct: TARI Update. Devel Lot: JUNNUM LOT Owner: LOWELL, THOMAS H TR, BLUFF LLC, BARZUN, 9 Co Owner: IJAMES & ISABEL & LOWELL, FRANCIS & CHARL Street: P O BOX 767 City: CONCORD_. ._ .. State: MA zip: 01742_...__,...1 --------------- Location: 135 - PUTNAM AVENUE l Village:.,'Cotwt I�: Road Index: 1324 j Pri Frontage: 790 _....__..__....._- To set road,you can also enter road Index and tab out of field. fA. Secondary Road: OLD POST ROAD (CT& MM) _ v •• Sec Index: 1165 Sec Frontage: Visions Location: 135 PUTNAM AVENUE I Last Updated: --------------- No. Bldgs: 5 Account No: 21817 Lot Size(acres): 25.85 State Class: 1090 4 Year Added: 1917 I Fire Dist: Deed Date: 9/19/2014 Deed Ref: D1254469 Land Value: 3689700 Bldgs Value: 514100 1 Extra Features: 86500 J --------------- Condo Complex: 1 Buliding: Unit:--I KIUpdate i i i i i http://issgl2/intraiiet/propdata/pledit.aspx?ID=PL2378 12/23/2015 RoadErigineering Page 1 of 1 421 MANS gg Logged In eg Road System Wednesday, December 123 5 Frank Schlegel 2015 Application Center Road System Reports Road System Search Options Search By Multiple Addresses by Map Parcel Map Block Lot F0367 040 F�;;Search <Prev Next> Page 1 of 1 ?) Add Record. Parcel Location Village Index 036040 135 PUTNAM AVENUE-- LOT 1,/LC.PET.4235(4/22/15) COTUIT 1324 036040 181 PUTNAM AVENUE---LOT 2/LC:PET 4235(4/22/15) (BLDG.A SITE PL COTUIT 1324 036040 183 PUTNAM AVENUE---LOT 2/LC.PET.4235(4/22/15) BLDG.B SITE PL COTUIT 1324 036040 185 PUTNAM AVENUE--- LOT 2/LC.PET.4235(4/22/15)BLDG.C SITE PL COTUIT 1324 http://issgl2/intranet/propdata/RoadEngineering.aspx 12/23/2015 MAddressEdit Page 1 of 1 `r�a � P �1�',r� ' ��� ��` �ftlCr-•�/'� � :'��� n,�t'r-�rN"�a��-'s��. � �t,' w 1r ✓ Logged In As: Wednesday, December 23 Frank Schlegel U.��I Add reS�` 2015 Application Center Road System Reports Road System The record h;as.been.adde.d . Multiple Address Detail Map Parcel: 036 I 040 : 1 House Number: (1�35... House Letter; Road Name: PUT NAM AVENUE -..___.r.---------....__.— Road Index: 1.1.324 - 1 Village: 077-COt�uit Tenant: LOT 1/LC PET 4235(4/22/15) Last updated: 12/23/2015 3:08:44 PM aJpdate{ Delete �Add�Anotherx http://issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 12/23/2015 MAddress Edit Page 1 of 1 t A I e- --Y �`9p ti 1 b � �rt 000 ^�i iW4 '-, 5��5+ Logged In As: Wednesday, December 23 Frank Schlegel ;� I��p�� �d d�' ,� 2015 Application"Center Roan System Reports Road Svstem The. record has been added. Multi le Address Detail Map Parcel: 036. . I. 640 I I I House Number: 1'8.1. ( House Letter: 1 1 Road Name: IP,.UTNAM AVENUE:.. i r . Road Index; 11324 Village: 07-COtult � Tenant: LOT 2ILC PET 4235(4/22/15) (BLDG A SITE ," Last updated: 12/23/2015 3:10:42 PM "Uptlate Delete ` AddAnothe http://issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 12/23/2015 f MAddressEdit Page 1 of 1 TZ-Ptryy���Ft,G d' ti Logged In As: Multiple /� y, December 2 Frank Schlegel M u lti p l e Address Wednesday, De 3 202ber Application Center Road System Reports Road Svstem The record has. been added'.. Multi le Address Detail Map Parcel; House Number: 183 House Letter: L 1 Road Name: PUTNAM AVENUE JS�* Road Index; 1324 Village: 07 Cotuit i•u< Tenant: LOT 2/LC PET 4235(4/22/15) BLDG.B SITE PI Last updated: 12/23/2015 3:11:55 PM OR _ E Addy%Another http://issgl2/intranet/Propdata/MAddressEdit.aspx?ID=Add 12/23/2015 MAddressEdit Page 1 of 1 0 711E y;F {p (+�/ (v tlil'11R�tirA[ll.��w�+ V QUA:•;I ic�'��^i h f "' la��� .����`r �,� e ,, / �'�� -�'^` =»�. ��4 ���y:� '•.i9',.sx i 4`f '�a�.uFr` ;._ �,• ..,,_ ,�y '_,(,�I` / � �Ya% +�'i�.,.q�Y vy ,ja+h_- Lagged In Schlegel Frank Schleg Wednesday, December 23 1` (;((? I '.�+r�SS 2015 Application Center Road System Reports Road System Ther record h=as been .ad'ded. Multiple Address Detail Map Parcel: 036 ,040u„ l i House Number: 1$5 ! House Letter: Road Name: PUTNAM AVENUE° Road Index: 1324 Village: 07 Cotult o Tenant: IL OT•2/LC PET.4235(4/22l15JBLDGG SITE PLC Last updated: 12/23/2015 a:13:08 PM ��Uptlater � Deleter� I�Add�Another http:Hissgl2/intranet/Propdata/MAddressEdit.aspx?ID=Add 12/23/2015 �Gvrv'ir.; L.0 ('t17- yZ3S" ^I. r S + ASSESSORS REF: 1 vn oaw.Ta`o REFERENCES: JN I Cq+l t uro ` ZONE: O/� �� •", S��'avpd f:, •1 wn 1 • P.1A10• Location r.m1 Map •�. 1'�rd�-.a ` �n,� U- 'V- \�� f. - FEMA it I n7tAe' N �uu X aR If(Nrl,c K7nl,) � -,, i , f5°r °eriis• .cuya rma DD^� REVISED GROUNDWATER _tp = g'7! -.h \ 10 PAOTECiION OYEALAYOISTRICT: t ♦ - T t` f \ rw.r..,uR fP-AWVa Pmte.l GUN.I p i • .M1 f V�� / \ x � fyi1L IX1� Satwaa �Ar� �,� Ii'QaJ �_ / w q LOT t V a01,IL7ddf 1651tAC V d +- , SIS,ISS+Si' II.782AC 7ald la ,\ Y[IYf ,tt,•. s. ` icy. sa e'�/tit y t ;M :d fol �w �r E .innis<' G+ t` T2 11 a8L,L235i :1.11 upWd 0 07A51 Y , alas.,. all, �A J GIG a Gac-1 wfw r«v,Y Glnd v/ar a,rw. dw..:.i 4. I f e �ta Q I �111 MI fNll Mi"e,A dya 7Gla, �'•� f1', I \ f a � aA Gvr I,.GV At jair.,.I 11 N.1 ,..,.v.la.•or aea SGlt -X- y:CO2 f*rtorM 'phe�nu+l . r I Y PLAN OF fANO 1 Z-2!• 0 IN . BARNSTABLE, 1. t3s�i j ►/g�., ' i (Coluit) j MASSACHUSETTS (_ AP di 2$2ats scare:T=so' BEING A DIVISION OF THE LOT �• ^_•"--. n -ram r « -� SHOWN ONLCC4235A Petitioners:RogerM San:un; -�%� James L.earmn;Isabel Baaun, PPprG.a7,nda IA.SW6,?*7.a CaaYa t dfe97G!0' "'2Ia.GJ' ,•'"`j,G! M.v �"I Fiends C.Lowell Jn,Chases R. Cl, A b S ABL _t � 'r +'- Lowell,And Thomas H.Lowell. BARNSTABLE PLANNING BOARD w1� Cotuit Bay N� &64 A)'uw�serwdo d rw bumot PX'A?z_, PoI Now L.oT 2. S u43 Dr✓doG»a :a y-�iy - ' a 1/ d 1 %tUn a,eo evWara Om PI A,—d b,, 1G L p pdha,•r Tenl,Ga. G.a .-n,r:-nla d.a ln,eGwv Nti1N 7V1t.p/4L 1-d.e. 497f3.JS d CapeSUN rn •nc �yJr,^. 4.•9•rLa:'» !-'2Gv�+ 7Jv"o.'I. :u,Gois�ai '(Oituioala\y .t k7zr /.?f+iRr✓' am«v''",au�''^'�., t mn.:.rw Aare,a x mm ra nno-ux, Y2^�.2;^$r f (ZO-W�T) L C , PE-T 41 - a3� � ! � i ASSESSOAS AEE: � mow,Pena ao � REFERENCES: L uu.l cat!1299 n-0.a 69p A-G ) 4 t` ti L y_ sf ,`�/\ O • -'0i I.. Sail«)a")^' q ]/Y .e - /a ezno nine- �a N•�A d S3er 19� !1 L'b..l @<v rs' � - '-a•xiJa -•--.. _ t}q•. � f ni;yj-•.0 Road Location Map A 4' \rm.l0.otl •-�� �... v L-uz.er NFEMA FLOOD ZONE Uy!]fCaKblYlY c]Y°IC@J9W J�' REVISED GROUNDWATER ,Q/` °ate d�. �-` \ I 1 PROTECTION OVERLAY DISTRICT: P \ Y \ \ 0 0 ye�r .`�` ua"`tn•i�irarviJ ` �`HV` 1�1 I 4Lra a • ^A4\aJ;46vfaf M�\I � �,a 1 LOT 5L11.42735F 11.513AC VPland t'U' '�, •'� Al/` `gt�Gd 17.0563Sr U.P73AC OW(I Lot b� 5 Sr,I°9J35r 11.7B3AC Jolal(1°Lft1N) ♦ ran fn \ "B °1 LCC 1131 ozy ;�� - LOT 2 Ia 592,3I235r "A 'C Uplanrl IA.O 3AC Tot°I to ILtY 1��� 1 Iml.:;l asruc Legend; l y OLbIN em1, LL::.. I M;m Gat. �'Ir�, „• r r• Lnr,t .fC; m@ty Pd1 I I(/ yTYmnm 104 O US lme Cwrl pone calb.—I.Lb.nd v/CrY 1•. ` a 0 58m, U..@emd o vc tl 1 f r".o ytn ve.rw^e I I ally nlne nl< alf.een f[Nuay 14 7af1 w°e°'.,JY o- I tlNly Llat Gn flm ym ,unry mrYr m Mr 9,amN:,a[tNnm.nn l La1 LeWCca1 NlVuetQn,01]QCe[n[r eelaler nW,.ay N 701r and.Uls 4 1011. Ii I , ,,•`\ 1�^'1 1 �1 t•� 1 � 11;t j�•>e1 L°1 If Pa[h,aa,y Lmn Sn,a,ca o� 'L �Y 1 R I� t o• ,aa PLAN OF LAND IN BARNSTABLE, (} (Cotuit) O MASSACHUSETTS hrT L r-- clan io 2; Ap6122,2015 Scale:1"60' Ll i I, ❑ ♦ �1 _ BEING A DIVISION OF THE LOT SHOWN ON LCC4235A 41]l --•—^— — ----- -- * _ -77, -- Petitioners:RogerM.Barzun, ra;.r.,.+6.. •_'_--- _..-...,,,n James L.Barzun, Isabel Barzun, App-1 undo tn.S behf bn Cools, y :M 61111^w-���.e`r +r`r v sea•titu•w - Francis C.Cowell Jr.,Charles R. Le.°1]°°I'°°°"°d -' `>-„,--'--''?S - Lowell,And Thomas H.Lowell. BARNSTABLE PLANNING BOARD r -- Cotuit Bay Dote 11.detam(mfio^a.to tm°p,lanc..ltn Pfepefed by. tn.Sbnlo trdlnont°c.qe} ab nnea CapeSury ll et mad wend.d by the I. .ndarsunanf. ]J xa r,Bas,A Sa�I.C oa,. °JA mess aIXw.:•. [,d'Cn.al (I.AYIt riaµw f LYE t.n-rar C@.A' oq 1 \O rj ZY u n U J t 0 U' La I Pit 4•2,3S" q Z,.-zrn ; I 1 IA 13 n dh it •( , m ON. -OCIID rya The Barmn-Lowell Property �,► 135 Putnam Ave.,.Cotuit _ itr w By:Philip L.Cheney 508-394-1373 . ' ' Scale:l"=too' 11/16/2015 r Page 1 of 1 Schlegel, Frank From: Michael Schulz[mschulz c@schulzlawoffices.com) Sent: Monday, December 07,2015 9:35 AM To: Schlegel, Frank Cc: Michael Schulz Subject: addresses Frank: As we discussed on Friday, I append documents in connection with my clients'request for addresses: 1. Plan dividing current 135 Putnam Avenue,Cotuit, MA Into two lots. This plan has been approved by the Planning Board and has been stamped by the Land Court. 2. Plan showing future division of Lot 2 with driveway easement for access to the three houses. Would you please provide addresses for Lot 1(still remain at 135 Putnam?) and for the three lots of Lot 2? We are preparing deeds and would like the addresses as soon as you could provide them. Any questions, please let me know. Thank you. Michael Michael F.Schulz, Esq. Schulz Law Offices, LLC William Charles Place 7 Parker Road i Osterville, MA 02655 (508)428-0950 I This e-mail message and any files transmitted with it contain PRIVILEGED and CONFIDENTIAL INFORMATION and are intended only for the person(s)to whom this e-mail message is addressed. As such,they are subject to attorney-client privilege and you are hereby notified that any dissemination or copying of this email is strictly prohibited. If you have received this e-mail message in error,please notify the sender immediately by telephone or e-mail and destroy the original message without making a copy. Thank you. i 12/9/2015 1�1� CoQ�� Town of Barnstable 01, Growth Management.Department Barnstable Hiistorical. Commission www.town.bamstabla.ma.usihi,toiicelrammissioi� •, -T �, -r-;,, , NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application July 28, 2016 Full Demotion X[] Partial Demolition Building Address: 181 Putnam Avenue (f.lc.a 135 Putnam Ave. Number Street _Cotuit MA 02635 Assessor's Map# 036 Assessor's Parcel# 040 Village ZIP Property Owner: Isabel Barzun, et al. Name Phone# Property Owner Mailing Address(if different than building address) Property Owner e-mail address: Contractor/Agent: Archi—Tech Associates Inc. Contractor/Agent Mailing Address: 6 School Street, Cotuit, MA 02615 Contractor/Agent Contact Name and Phone#: Timothey J. Luff (508) 420-5335 Name Phone# Contractor/Agent Contact e-mail address: tluff@architechassociates.com Detail of Demolition.Proposed: Applicants propose to relocate existing_dwelling and and construct addition in accordance with plans prepared by rcj j—Te_rh Asnr;ares dated July 2.0, 2016 and Sullivan Engineering & Consulting ting darPrf Tit_n.P 710; 2p16 Type of New Construction.Proposed: See above . Provide information below to assist the.Commission in making the required determination regarding the status of the Building i cordance with Article 1, § 112 **SEE ATTACHED NARRATIVE** Year b ilt: Additions Year Built: Is the uildi g sted on the National Register of Historic Places or is the building located in a National Register District? No 0 Property Ow r/Agt' Signature May,2014 r. �Ap c q_n 'OWN OF BARNSTABLE BUILDING PERMIT APPLICATION I l e� Map 0 ,25(j2 Parcel Application # ml 7 Health Division Date Issued Conservation Division PPJ04NJ Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board aulu)IW DEPT Historic - OKH _ Preservation / Hyannis 'DEC fS8 Project Street rIa Address �� �i»` !� l97/� . � rn�A►^E(11�:B€irtN! SThBI-E Village ('07 !7j Owner Zsa1�,� _ j_'��1� Address /SV LOMF_ 77 5). h30� Sf� Telephone 71 Z - V 7 AFfA) tAPOZ M J I A4Zyl Permit Request e 071AI Square feetCl st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5'0 00 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New ' Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4 No If yes, site plan review # Current Use YUP��r� _ Proposed Use - - -APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name Nick t S Telephone Number gP, qZP-- Dq7 Address /3 R A- 41 ) «/ License# C 5 C'OJUIT y1914 a_(,3c Home Improvement Contractor# /0�/y° 0 Email Worker's Compensation # 9a6,-6I d ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. . r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME, INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL } GAS: ROUGH' FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TRANSOVION IGINEENNG - INCOP..+C R ATFO September 15, 2016 Mr. Paul Roma Building Commissioner—Town of Barnstable 200 Main Street Hyannis, MA. 02601 hSw ° Re: Relocation of the Residences at 135 Putnam Avenue, Cotuit, MA. 02635 -— Barzun/Parfit Residence— 181 Putnam Avenue Lowell Residence— 183 Putnam Avenue Barzun Residence (NW& NE cottages to be rejoined)- 185 Putnam Avenue Dear Mr. Roma: The residences at 135 Putnam Avenue,more formally documented as 181, 183 and 185 Putnam Avenue are proposed to be lifted and relocated onto new foundations. Transition. Engineering, Inc. is providing this letter on behalf of Archi-Tech Associates, Inc. and Lagadino's Construction, prior to any construction, in anticipation.of unforeseen structural conditions that may deviate from the submitted construction documents of each residence. At this time, the existing condition of each "foundation"for each cottage is unknown as access below the first floor system is limited and inaccessible in most cases. As each'residence is lifted off of its existing "foundation"; we are proposing site visits made by myself with a member from the Archi- Tech Associates team present to document existing conditions that cannot be determined in their current state. Based°on these inspections, revisions will be made to the construction documents for each structure as needed in accordance the structural requirements of the Massachusetts State Building Code, Eighth Edition. Should you have any questions regarding this matter, please do not hesitate to contact me_ Sincerely, roc J. Cederholm, PE Transition Engineering, Inc. 44 Chadderton Way Middleboro, MA (508)404-0358 ejcpe@verizon.net Page 1 of 1 ® One NSTAR Way,Westwood,Massachusetts 02090-9230 EVERSSBU ENERGY October 28,2016 Charles Lowell 323 Garfield Rd Concord,MA 01742 RE: 135 Putnam Ave CO'TUIi7C Dear Mr.Lowell: At Eversource,we're committed to delivering great service. This letter serves as confirmation that,as of October 28,2016 the electric services to the above address for accounts 1437-292-0018 and 1437-293-0017 have been removed. Based on this information,there is no electric power at this address and you may proceed with the demolition. If you have any questions,please contact meat(781)441-3381. .Sincerel , Paul A.Bowe Customer Service Engineer - r Tra)-,VT ul of Bar st,,71 1l e"fbir &rvices nomas Za.GeHer,Dh ui r nna�°tea _ RuRtjF g DiVidon Tom Peru,$erilti ng Co Her 200 Main Sheet,Hyannis,MA 0260 v W fuvmbarasfaliYe ma m MI-cc,509-862-4036 FMC 508-790 6230 N L: SQB 4 ZI-770q F-roperty-Owner l int ornplete. and Sig,This Section if us,i A]t3uilde 1, 144 Fi �Wthmer of the subject propetfp hereby authorize to act on nip behaly in all mattes zeta tiee to work aixthorized by this building permit: (Address o€job)` "Pool fences and alarms are the responsibility of the applicant. pools are not to be filed or utilized ized before fence is installed and.all final inspections are pexformed.and.accepted. Signature of Owner ' Signature of Ap I Tint Nance Print Name �Jar-,. �:FQRMS 0WNERnMN W0W00 S 6/*2012 I • I, *SEpI OF ryF* �'/at.l�itb, i ,lr.d6�k� �7o� JJim ti-� COTurr C �"1YZ �'�1176At1 FIRE DISTRICT - 'o0 19 6 9,9 4300 FALMOUTH ROAD, P.O. BOX 451 ATFD�uw�9� COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508=428-7517 September 12, 2016 Nick Lagadinos 13 Thankful Lane Cotuit,MA 02635 Dear Nick, This letter confirms that there is no water connection on the property located at 135 Putnarn Avenue in Cotuit. Sincerely, t Jennifer Leger Office Manager TRANSITION INCORPORATED September 15, 2016OF J. Mr. Paul Roma 1OUA SrRUCfUFRAL ' Building Commissioner—Town of Barnstable %,"` No. 38,_ 200 Main Street ��Hyannis, MA. 02601. h-- ' Re: Relocation of the Residences at 135 Putnam Avenue, Cotuit, MA. 02635 Barzun/Parfit Residence— 181 Putnam Avenue Lowell Residence— 183 Putnam Avenue Barzun Residence (NW& NE cottages to be rejoined) - 185 Putnam Avenue Dear Mr. Roma: The residences at 135 Putnam Avenue, more formally documented as 181, 183 and 185 Putnam Avenue are proposed to be lifted and relocated onto new foundations. Transition Engineering, Inc. is providing this letter on behalf of Archi-Tech Associates, Inc. and Lagadino's Construction, prior to any construction,in anticipation of unforeseen structural conditions that may deviate from the submitted construction documents of each residence.. At this time, the existing condition of each "foundation"for each cottage is unknown as access below the first floor system is limited and inaccessible in most cases. As each residence is lifted off of its . existing "foundation';.we are proposing site visits made by myself with a member from the Archi- Tech Associates team present to document existing conditions that cannot be determined in their current state. Based on these inspections, revisions will be made to the construction documents for each structure as needed in accordance the structural requirements of the Massachusetts State Building Code, Eighth Edition. Should you have any questions regarding this matter, please do not hesitate to contact me. Sincerely, ric J. Cederholm, PE Transition Engineering, Inc. 44 Chadderton Way Middleboro, MA (508) 404-0358 ejcpe@verizon.net Page 1 of 1 nationalgrid October 4,2016 To:Nick Lagadinos Re: 135 Putnam Ave, Cotuit MA This letter is to notify you that our records do not indicate that there is an active gas service running to 135 Putnam Ave, Cotuit MA Please make sure to.call Dig Safe before you begin demolition. If you have any questions please feel free to contact meat 781 9073016 Sincerely, Lauren MacLean Gas Customer Connections National Grid 40 Sylvan Rd Waltham, Ma 02451 781-907-3016 f r File Congilloi ve afth of Alassac,fumere's Deliartiraew of lridrtsati Ac cide tts . h AM 02111 Boston, earl-ers' Compensati.Gn las -, ce Affida-%it: Applicant Information Please hint.Legibly Name, L,l A A-b o ] V tU VL zw. ^ Address: 1 7�, Dhhu I C 1i)1 1,d" city/stateizip: CU 1v 11- Wf a&� .one 4 �-kb-qzv —Vol 7 Axe you an employer?Check-the appropi ate hod: Type of project(required): 1.® 1 ate a employer ihith Q 4.,❑ 1 ate a gemeral and nd z P f l ave.hiaa�dthe vttL c a!trart�ra _ ❑hem -trtaction enagloyee's(full amd or part-tame): Remodeling 2_El am a'sole proprietor orp�aitner listed on the attached�neet_ 7. ❑ ship aried have,nq gmplowes Throe sub-contractors have S. ❑volition -woll-ing for me is anycapacity. employees and have wcAers'[No worl ' comp_insurance- coup.insimn e.2. 9. ❑Building addition.. regtaired] 5_ ❑ We are a corpoiation and its 10.❑Electrical repairs or additions 3.❑ I am homeouner doing all ivoik officers leave exercised their 11:❑Plying repairs or addatiom. myself.[No workers'. right oxexemptson.pea Iffilr l2-❑FLcafaepaias insurance required.]i c.152,§1(4),and vv�e ham*e mo employees_[Nei uvorl ers' 13_❑dptlier comp.insurance requited.] *Any appTdzanttitchestbrasTl must also 5ll out the s &iDabelaamshamingehp avarkers`c'D En$stio�polityinfr tiM T.Homewnen who subm t tais affidm it indicati mg they are drsina D wDA anri Caen hire outside:mntmtass Must MhMit a new affidavit lndicatiha stadi !Comtmctoas ffiat ehed&this hog must attached an ad&,da€l sheet shoxeb6g thenmeof the sub-ccimmaurs and state whether orna t those entr*ties have employees. Igthesnh-rantractonhaveempIopees,they� tastpr¢Yidethgia workers'comp.pG]icyrnumber_ d Z1ttt all enrept -W'r ilia i3pt<ati-fg,Workers' nape-n-saation imwirdahcef pr aaty emplayees..Be,101V is ti'te puffs y rcatajob site iar��rtttra�vt� i InsuranceComp any Name: CQ gn-9 w-nta�- :P�JA&A 14,(-t"490 policy'or del€=ins.Lit.4+: ��� UP) U I& -o) - U 3 ExpimtionDate: Iolp Site doh /t . I . -' MY t a f tatierZip: ��[N l^I ✓lA!tMs— Attach a copy of the Workers,compensation policy declaration page,(AG-sving the.policy number and e3ph atlon date..). IFailwe to secure coverage as required under Section 25-Ai of MOL+c. 152 can lid to the impasitim of caminaI penalties of a fine up to$1,500.00 asndlar one-year imprisonment,as.%vell as ciAl penalties is the fbim:+f a STOP WORK ORDER RMd a fine of tip to$250_0 a.day ugaimt the violator, Be advised that a copy of this statement maybe forwarded to the Office Of faun estigation,of the DIA for 19Mince coverage verifica#ion_ - - - - - - ----- ----- ------ Ida - - -.._ - - - --- fat ttea°edt rt.61 n , r tad �a ins a td�pehaWes of�Ts�imy,Planet rats:infornsaatiots pt ant d ed above b Rr ila find correct Shure ( ]date: Phone#: l�i-- --�— t7,factdat Lase and. Do not trite in this area,to he evinp. ted by city or:PdF@•n official I City or `own: P'eraftUceaase iV Issuing Authority(circle one): 1.Board-of Realty 2.Building Department 3.Cith,,1bin u Clerk 4.-Electrical Inspector 5.Plumbing Inspector 6.Other Contact Persona: Phone A: -- - - G qC� O I�LSll11T���1VA U E OF L—�Gi1'L���O Il U WS Uh'�iL NCE DATE(MMIDDIYYYY) 1/20/2016 THIS CERTIFICATE IS ISSUED AS.A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE,CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. - ' - IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ashley. Clark _ Leonard Insurance Agency, Inc PHONE (508)428-6921 alc No):(sos)42075406 683 Main Street ADDRESS,Ashley@leonardagency.com Suite B INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A:A lied UW Captive Risks AUC001 INSURED INSURERB: Lagadinos Building & Design, Inc. INSURERC: INSURER D: 13 Thankful Lane INSURERE: Cotuit MA 02635 - INSURERF: COVERAGES CERTIFICATE NUMBER WC Master 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE LTR SD WVD POLICY NUMBER MMIDD MMIDD LIMITS _COMMERCIAL GENERAL,LIABILITY ....__ _ __._... _:-.. _ ._. . EACH OCCURRENCE--- AMAGE ENTE CLAIMS-MADE OCCUR PREMSESOEa...ence $ MED EXP(Any one person) $ PERSONAL&ADV'INJURY $ GENI AGGREGATE LIMIT APPLIES PER: r GENERAL AGGREGATE $ POLICY❑PRO JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT• $ Ea accident ANY AUTO BODILY INJURY(Per,person) $ ALL OWNED' SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED ROPERTYDAMAGE $ AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STER ATUTE EORH ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT - $ 500,000 LU OFFICERIMEMBER EXCDED? A NIA (Mandatory in NH) 46-880906-01-03 1/2/2016 1/2/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Builder in Massachusetts. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 'Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 ' AUTHORIZED REPRESENTATIVE D Flett/LEODF1Lr1Y� Ql/Lf� ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(20•I4/01) The ACORD name and logo are registered marks of ACORD NS025(2014011 . f \i?S c^;Ci1USStits Da;3ui` i718i?i G?�t1�IIC 3 iicty I- {'•+I'j Board of Suild.ing Regulations and Standards License: CS-012653 NICHOLAS A LAGADINGS 13 THANKFUL LANE ' COTUIT MA 02635 — —� �"�l -tn l✓L Expiration: Coh, missioner 07/16/2017 I \ ���/ / - + Office of Consumer Affairs and Business Regulation , 10 Park Plaza Suite 5170 Boston, Massaellusetts 02116 Home 11nprovement ContfActor Registration -------------- Registration: 104804 Tvpe: Private Corporation' Expiration: Z115/2018 Tr#' 419291 LAGADINOS BUILDIN.G.& DESIGN, INC s ._....__ Nicholas Lagadinos 13 Thankful Lane 1— Cotuit, MA.02635 '`Update(Address and return card.Marls reason for change. sca i cs zoM o5ir1 [� Address Renewal f-� E,anployment .I] Lost Card cons�n er Afnh's&r///„np-s Regulatifur/! License.or registration,va➢id for individual use only Orficc of Consumer Aflvis&Business Regulation b Y !(1 3 HOME IMPROVEMENT CONTRACTOR' before the expiration date. If round return to: Aui Registratoon: 104804 Type: Office of Consumer Affairs and Business Regulation Ex iration Corporation 10 Park Plaza-suite 51170 P .7/15/2018 Private Co Lp K T on,MA 02116 LAGADINOS BUILDING&,DESIGN Nicholas Lagadinos 1.3 Thankful Lane ti:c:. _ `• .:,._. Cotuit,MA 02635 Undersecretary Not valid MC ithouti.-Agnatare oFIMME r Town of Barnstable BAMMUM Growth Management g t Department Barnstable Historical Commission �FDMAr� , www.town.barnstable.ma.us/historicalcommission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk BARN;TABLE TI];,,N CLERK George Jessop,AIA Nancy Shoemaker '5 Pt 1 Len Gobeil 2016 A Ita*; i1c:..1 Ted Wurzburg , Elizabeth Mumford DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Archi-Tech Associates, Inc. on behalf of Isabel Barzun, et al Subject Property: 135 Putnam Ave also known as 181 Putnam Avenue, Cotuif Assessor's Map/Parcel: 0361040 Hearing Date: August 16, 2016 Pursuant to the Barnstable Historical Commission Chair's determination on August 4, 2016, a duly advertised and noticed public hearing was held on August 16, 2016 to determine whether the significant building identified as a single family dwelling on this property is preferably preserved and whether, demolition delay would be imposed for the partial demolition of the dwelling on the parcel addressed as 135 Putnam Ave (181 Putnam Avenue), Cotuit and as shown on Pending Land Court Plan filed 5/3/2016 at Lot#4. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote,found that in accordance with Chapter 112-F the demolition.of the portions of the single family dwelling are not preferably preserved significant buildings. The Commission further finds that the parts of the significant building to be retained are preferably preserved and shall not be demolished. The portions of the single family dwelling to be demolished are identified in plans submitted by Archi-Tech Associates, Inc. dated July 20, 2014 and per Site Plan prepared by Sullivan Engineering &Consulting, Inc. & CapeSury dated June 20,2016 and are attached to this decision. In accordance with Chapter 112-3 F,the Commission determined-by a unanimous vote that the partial demolition of the portions of the single family dwelling would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. Laurie K. Yo ' , C r . Date 4 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 Town of Barnstable Growth Management Department Barnstable. H'istodeal Commission w�Nw t�wn,l��rnstehle.mfi usthi�>tc�rir,�fcomnission . NOTICE OF (INTENT TO DEMOLISH A SIGNIFICANT BUIIL®I.INIG Date of Application July 28, 2016 Full Demotion X� Partial Demolition Building Address: 181 Putnam Avenue '(f,lc.a 135 Putnam Ave.) ' Number Street _ Cotuit MA . 02635 Assessor's Map it 036 Assessor's Parcel# 040 Village ZIP Property Owner: Isabel Barzun, et al. Name Phone# Property Owner Mailing Address(if different than building address) Property Owner e-mail address: Contractor/Agent: Archi-Tech Associates, Inc Contractor/Agent Mailing Address: 6 School Street; Cotuit MA WAIS Contractor/Agent Contact Name and Phone#: Timothey J. Luff (508) 420-5335 Name Phone# Contractor/Agent Contact e-m ail address: tluff@architechassociates.com Detail of Demolition Proposed: Applicants propose to relocate existing` dwelling and and construct addition in accordance with plans prepared by Archi—Tg. -h ASGnriates dated July 20, 2016 and Sullivan Engineering &Cow silting dated June 2001,_20�T Type of New Construction.Proposed: See above. Provide information below to assist the Commission in making the required determination regarding the status of the Building' accordance with.Article 1, § 112 **SEE ATTACHED NARRATIVE**: Year b ilt: Additions Year Built; Is the Buil in ted on the National Register of Historic Places or is the building located in a National Register District? No es REVIEWED Property Own r/Agent Signature At to of Bartlstable May.Z014 Historical Commission ARCHI —TECH 6 school street 4 508.420.5335 f 508.420.5304 A S S O C I A T E S.8 I cotuit,ma 02635. a info@architechassociates.com residential design Narrative 181 Putnam Ave., Isabel Barzun, et al. This summer cottage has the historic name, May Mott House. The cottage was constructed in 1913. It has always been a seasonal structure without insulation or heat. The plan is to move the house to the North on to Lot 4 (LCP 4235-E)and set it on a new foundation. A one-story wing (approx., 18 x 16) which is not historic will be removed. The South porch and deck will be rebuilt below the roofline. A front porch and single story addition will be added on the North side. A new hip roof dormer will be added on the West Side of the Second Floor. This dormer will match the current dormer on the East Side. This will give symmetry from the South Side. The old windows will be upgraded to new wood windows with true divided light. Material changes will be made to the structure. The roof shingles'will'be replaced with new architectural asphalt shingles. The siding will be stripped and replaced with white cedar shingles to be left natural. Exterior trim details will remain with minor changes. All exterior trim will be replaced and painted to match what is there now. The cottage will have a new well for water, new Title 5 septic system and electrical, ;'. service. �._. archi tech assodates.com_ WOW .sue f NO A y� _ammo-IS' t 3 mmo-IS' �~•� al ....,, �pst r as-.w aa:es..wows _ -1 I w R b w MNr 1 - .; t tfsl.etme ruo #. ., d ala ie+dtb+Aoeda.e.a t IN LA 4 0[6 raw dr ww e.dm F•a p etteY , IT, p�fwpNrspRlflN T W a�b.e®bu4 MN SO • Ww+Yw'a11�1d.VG t,10,.r+• t !� r JUL S ! BARWrAB C IVAVWiO'ice' s '• ,;,,=►-A flv 1 FFi�fi7 ' t • w. AN i Ir $ f sARNSTiSLE, t }} a AS'ACHUSETTS - I,._,,e, ""'-"�'� _--• �� � $FlNCikD3ONtOfTNELOT2 - ��a+rw�¢3 1r•t s e .. rm, .e, •r+lz+o PGW�n&W 7heBhtff,CLG,ROQB£ o.na,.mw..asf.�msa.maarwv ._:.�I +caa' r>a,ef rr' _" ,iLeam!(y, Ft LoureQ, Ba e.alaw:�s=ri+�e —�-- I td�bet�7Rai fi PffifB:S eb�E6w^»�RI.rL'l[YnP+ib4JJ ... - e ovw to;%. 4; 3-tp b3c. Town of Barnstable Geographic Information System August 1, 2016 40 o top y 10 •� , f✓ C-� DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:036 Parcel:040 a boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:BLUFF LLC,BARZUN,ROGER M& Total Assessed Value:$3587200 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:LOWELL,CHARLES R&PARFIT, Acreage:25.85 acres Abutters "�yy � boundaries and do not represent accurate relationships to physical features on the map Location:135 PUTNAM AVENUE •" such as building locations. Buffer Existing Front Elevation — Barzun/Parfet Cottage ' 4( J�F F_ 6 JET x y T �•' 1 ' I__ �." ,=" ":+b��, � �` ��.��,,� !" __ e'er �.� «•', ' i�,. Ik t � �. . r. S 4 -•. -.-- *s.�.-—�ter- _"t r--..a„�t .r . s'::1� 4 a r I lei S 1' �. J •Y i Y 4 it J • ' . i . • . • ' t� .a �F. f i J Rill .sue rN`� -', IP - I � T+��N• `Cr 1����t r' (-, r�i.r,,, .:%- �, K. +11,.'_ t•,a�_�1'. •" .�' .�. �{."t �� ••1 /1� ` ��•tit�+�'� . .I 4"b.s � I.1.. ay. � '/ '�i y:. '�_ Ali.'[�11 .��.� �I ti�i,- ��. 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Rows/Page: 10 � Parcel Location Owner Village Index Map- 135 PUTNAM AVENUE - Multiple 036- Address BLUFF LLC, BARZUN, COT 1324 036040 040 (181 PUTNAM AVENUE - LOT 21C.PET ROGER M & ISABEL, 4235(4/22/15) (BLDG.A SITE PL) t 1 C http://issgl2/intranet/propddta/lookup.aspx 8/3/2016 sr-0.i(EwsnN6) o . - P. E W-6.4-MASTIN6) 71N6)a 14'd'M•(EICSTM6) c ' u is OF fl9gs ♦ - o . .. .. - - - • MAINTAIN 4'4'MR ,4 . �.J ERIC Jl'. . FROM GRADE i0 ry ¢� C,i9 BOTTOM OP FOOTING:- w� 4 ! �' 0 STRUCTURAL 806 - , .. .. ,I FROM GRADE _r - i. : `3• . ... _ ... .,.... , BOTTOM OF FOOTING J J No 3 �. m I INS T- SIMLAR CELLAR SASH) - .CENTER W EXIST. I _ '"' '• . MINTING,NO HILNTJNSWINDOW ABOVE-WX VW - I .. LP CONPATL-D LREIED STORE .. I. • - - _ PORCH AS MEEDED AS 570NE GRADE " ' .. • TYPICAL DETAIL FOR L 7IA' . yI ,6 RDBx kET AT LVL LAST]xa KEY IN , FOW I. *� (9119/4'xll 7rD'LVL GIRT �(GB.OYVLOLATIONSTHDI —I• -.: 1 .�i7 .. m , .I , , Co. 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'~* ._� a�_o - €a :h . .l - , s, . RO.2 h,. ,._ .-. .t M ': _, .- . . a-lt"W'..2 WIDE x 3 .. A'. ♦'Y _ ad c . GEi�.RnL PUN Narrsa _ �: 4 , _ ', a -�:: ., a i. ., t.s �,. � ". -a :. / «R toe- - e5<'�.2!ee, }- r •,'.r ,n3:' . n -,e .. : : r. a :. , v Q .. ,. „ ,• '±yt 2 Z'-"-Ato - r ,. ,. c-, a -- �,',.., ..,: - -------- - -- - • -.Au EXL WA: ro MAr H ExlsnNs -g . ;, ., :,. -.. .; .. . :. k :. .: -' ,ALL INr.w4LL5 TOBE2z45�16' s ,.. -.s: ,,, I -. ,4, .n: ryi:,.. - oC.M1MLEf NOTED OnklaYUSE) :-r -•-II<o^cam"c c` 'N: _. , : ... .riv J r'. p ,. .? ..-1.... . �5 .. ✓: 'Q ; - e$m B3 . , - .'a, ....-. ,... .-. .Y. ,`-:.' -WIN'DOKKa AND FRENCH WOR TO BE CUSTOM „4T ,., .:•'. ..3, :.., .e. ,. 11, .,-:.' 'A ... ;:g..,. ., .t/'. - _. 111 -IFP T STANT 6LAY 'ta ii,, .,.f ,.. :d' • , . v, ,._... 'L . . I � ., ',.,• :'WINDOWS IN NON AC-REST `k ... F .......{,.. , ;.. f .., .„^ : DOUBLE-IIAiG:CUSTOMrbOD y,,,. OOSLE MAi6:CUSTOM WOOD - .- _.:.AND PLYWOOD.PANElS Ai1D FASTENING: A".a - , .:.. ♦:" - .. .+,.alp' :,w :;, .. _ N5:6/b .;:y;. i. d: ' -. - InNSr b/b .. i -.,' .. ...y�' 5Y5n31 A5 SPEOnED IN ne dr t-- A ! ,a:. i . - -, .A ....' ,.. g RO:2-b%4-0 Y 4' 1 `Qr .,C* - :. RO.2-b%4-0 .. r-. , ., �. ,' , ..�... :BTH ED.WMASS.STAtE.BLD6.WOE ,n «a is .« .,♦ '. ..t- .g '.r..n.. w , -. - . q it k <. •1 F i -.(R68t TO ELEVATIONS FOR FILM IR - . ..- .. _ 3r > . I -. A I. ,>'- 1 r ,., ,. + -MTE giro DOORS Q n r.B "".LOGATONS ti �N t ^ n ' f. ti :-:' ,. 'f : NOT OIMEN510NED ARE TO IBEGIN 3SND5 s �* _ 4 :BEDROOM I -e BEDROOM 2 -Qm 4..µ'vz7 FROM THE ccosEsrwa-L As sates rN PUN M--r _- . 1 .,. -. ., _ - ,. p:' y.OR CENTER®IN SPACE.. C J' , ,. - s t. a .E N ` m .' .„ ro e. ,..4 , - - ' o" r . + ..m .pl' F< -MA NAII'vd7R5 BY 51MPSON , } , .Qs$. .,., :s ip N L i . r . x .1 ¢ u . q , , -... ;-... r 1 o.. - e1 , ., t. - -REFER ro ELEVAnORS FOR WINDOW '-to J=- - �.. .- ..: • rC3 _ .,. . a _.:_ -: .DW%E-i1M6:GSTOM w(XJO 'q,_. `-_ 12'•I'3 .: 2"�' '-0' 'i.a. 12'•I' eke. - DOUBLE-IgNfn CUSTOM YIOOp „': „4 RO:.xElGxrs ABOVE.`.AA9.00Re „,( :.L, (jf nL y ref RO.:2-0X - 1p .,. rk' O ' _ I: Lo :E - : . e • ,- , m ., y , r. f n -. G x r • „ I 3. - ,x - m f-y . v - .. _ v WALL/DEMO ' IL > �.. § nss < i O: ;{ ':,«. �, ,' •. x • •. 3'-5I Z•^ 2-0I/3• Z•-0.. 2'-0VZ' 3` V3` - -- ',w4lJ5 AND fiEl,S TO`� : -L- V ' .. --- f ,.: v t. . B - El RralovED e TH.I . m 0 . . .- .^. ... J ;. BATH.2: _ .. - EwsnNr•WAus ro', .a . c .. ,Cg_' y.! 4 Yg ,REMAIN.., ,� - .. tY. :. r . 1 a .., 0� OD 417 c A . cusran /' -job no.:.'I - - .. .. - _ nLE DEMO NOTES. - .. - - ,:,. ' - , date: zs ocroom Dole - , ,,,,,r! :n .., ':.' a . EXL5TINbVASW MNOOM - . O BE AND T A5 - :scale As NOTED .. - - _ B�,r7,ILBO 'LION .�. - N>ZPED OR RERAGED As NOTED . �i, . - gg drawn; KNNI .. - _ r r. " _ r - _ .. - . . - rev. .. ... - -. c 1 _ .. ',rev. ' . .. X X ` ' ' ' I n o A-2a S,-0, - 3'4 W40' C K': T,4' 940'. S-4 K 9-0� ff ° i c EX15T..LIVING AREA(TO REMAIN) = 514 5.F. _ . s FIRST FLOOR PLAN'; _ e .- T-0 A'' P�orAD uVIING AREA = 152 S.F. ISSUED FOR PERMDTING snr 2 of 11 4 , I - IN - .- .. i, - . , - Y 4.. Lrv+� [+xxx dx .iyx Lrx �x Xryi. .eroo xR x4 o I�p p @p op19 . DIT IMo ROOF FOR MNDOW : o s ACCESS;PROVIDE COPPER - - PAN FLASHING OF E C; L; CEDEVIWA i — RA Cs -L S s RU _ b fro. 38962 .. • - a Ems% EX - - ���, ljlq - - • 1 - _ } .y.'E.A - .. .. Td..fy ghat �• .. rw cz ------ BEDROOM 5 BEDROOM . •. .. ,v O M , O CM IN D115r. LA5E1•RNT,G13TOM WOOD - . .-_ - GASB•BJr:'GISTOM WOOD CiR.N EXIST. ' _ ' _ �f 9 Wim X 4 WG OPENING 9'4' 4: I/ -2'-Y "I•'$' - :13'-0' - 2-0•. .. -O- 9'•4 V2'N- }: .'OPENING NfINS,3 WIDE - RO,2-0%4-0 m BATH 2 + _ ,CUSTOM WOOD : iTR.Ix EXIST. ', T - ----- _ - BATI"l:'3 `. C R.N EXIST. CASEMENT,MTOM WOOD ,w OPENING. 4 - ___ _ _ :Y 44 (MINTING,9 WIDE%4 HIGH - •— , , . 4 .. :.OPENING � VJ' - : N AL16N EDGE OF NEW DORMHt 1ST. __ _ rry -. ,. ^' r .. ,� • I '. _ ul.. - w u _....- _ "---k•..•}-....+1!rr••+ .-.--...,._ - _ - mow.-..++o-w4-+.ff�ti , ST , , , w , b ' .. .. ., , °. 4• .DNS - .. • •.,:. J. , a •- . _' GENERAL FLAN NOTES: ' - - - 202 . -ALL E%r.MA L TO MATON EXISTING u. o c • ... .. - - - .. .. - - -ALL MI.WALLS TO MATCH EXISTING •yti .. _ .. - - 8 _ _ - _MNRTNSTOACCDSTOMANT&wINDOWS oP E'er - f1 A n NON-INRACT-RE515TANT GL TEN f1 k _ s Ab 8 S _a_� .. e • . .. .,. .. _________ _____________ � __ _ _ __ - ANA iLTYIOOD PI�AND FA5IETIN6 �?<Ei��u3.- - - - SYSTEM AS KASS ®IN THE o c 5 - .. GM ED.OF MASS:STATE BLW.CODE � ---..=<-oceo.v r n ONS FOR' - O ELEVA MlNTiN i - - 2• -•'lac-. PATTERNS) ..�c<d•Oi,-a:v`-5 . - - : - •. _ -INTB O DOORS R CASED OPENING LOCATIONS NOT DIMENSIONED ARE TO BE BEGIN 5 STLVS • - - (4 V2 FROM THE CLOSEST WALL AS SHOM1 IN - . - • - - PLAN OR CENTERED N FACE WA INTERIOR DOORS AND CASED - OPENINGS TO MATCH IEIG OF - • E%ISTINIG WHERE NOTED i-, C ZE =x (A C c .. -AFC TO ELEVATIONS S FOR WINDOW - X. O �x- x .RD.NBGNTS AePIE 5L9RmR N cn... . 4 v O � �YkhMX �g �. _ •� 1°R L.L.. Q Qn • WALL/DEMO - Q f� C (z L.L . .1 - 7 , - -__- WALLS AND ITEMS TO IZ+� V BE REMOVED • • •' Ex5nNG WALLS TO ' REMAIN .. Q N 00 0 - --t t87 WALLS Col •• - DEMO NOTES A6 Q . . • .. " EASn"DASHED WNOOFG 4 WALLS • TO BE REMOVED AND PATCHED AS - ° NEEDED OR REPLACED AS NOTED. lob no.:: Ian .. .. . _ _ _ _ �date' :' Ds ocroaeR 2016 t. t. .. scale AS NOTED - drawn: w4i rev. EXIST.LIVING AREA(TO REMAIN) = I65 S.F. rev. : 5 E C O N D F L O O R F L'A-N PROPOSED LIVING AREA 84 S.F. 5O AL E. 1/4" I _O• TOTAL LIVING AREA'= 854 S.F. - A- 3 o o ISSUED FOR PERMITTING r Bnn 5 of II 0 o h, t M. e t 12 OF A OF 12 EA i S� E%ISTD .. EXIST .. h? t- C P�ERrovBrALFOR °, ' c CEf�ERHCILM c, •. comNAnoNROL_ 1�-j i G STRU(:i URt?�L y - PORCH ROOF MICH W VARY No. - saQV V W BILL iDE OF MEW WINf1LY1 i' - f - h .. Aa "• i ;'. .:.SILL : u� kYEAVED RNER51 ' •' �91/N/• PLI6N PAVES M/. '':X .. . , •i� •.- ew Tit/4'i'r 4^. .. �'r _ S. co C�IXID�RR� ��(. 1 4 BULco TTPE c / ❑ e .BULKHEAD W - .. x 16'EXTENSION PE_ELKING FRAME • , _ Y SUB RDOR TTPILAL ELEVATION NOIE5. -• i . •.1 .4TFLR :•i «S 9�FLOOR Y � QI� C l • . ... .. ':. ,a.. ', t. 1, .•• .. OFIRST FLR— • • I%B Rm CEDAR _ RLVFINS: %AWMARK'N.TMATE SKIRT BOARD- _ i..', - TL ROOF S..L6 By alLERTAINTEED - - i ) S. slviNs:� Mnre cm�sHlNsts . F R O N T E L E V.A T 1`.O N n'.Bu�iz a xsB wnF�E'v H, "n�o VEP WARMER /A)ro, . .. _ ..,; .. ,.. 9G A:L E: 1./.4' • I:-p.. ', - - *� A HI6LE SWORL5I - .. .. _ LL _ •. _ .. ,. - •. .. .• DOOR LASINS. Bt5 JPMBAEAD LASN6 W-. i .. +'} - DECORATIVE SKWAZ BAND . MAIN EAVE(TYPJiuon%B FASGA(ANSLED) .R. , ,; r F A _ .4.-. .. - - +•T' - .. !'.,4- _ MII MIWM Al EDSE; f. ".. :. - ".; : -... '. - -.•. .- :• - .. e _ .. "' 50FFIT W/400S C.OJE ' - • _ ON I%FRES2 ON IX � IM . ( BLOLKINS) .. i- - + , ++ , • MAN RPKEOZET 1X3AXB RAKE BOARD ITa: oz j5•�+�:�r�`dQ-. ON IX BLOLKINSW—i• - o -- ... _ '• .-�a .. � T : --.W ALU IN1M ORI EDSE; .i E(04 IX e mod ON (ON IX. .DOWER EAVE fttP1:. — _<Qa+ _ BLCGGING) pORMHtRNO:fREIi[OG: om IX BRAKE BOARD- �3=ti �c i _ ONI%BLOLKINb. 2�.•L+� �^<=ca(TR1E2E R ar HOT ON EILOLKIN61 - t�c`<E=�m•�`e�v`—ceu 4 e : n.- ri , a ' VALLEY FL45HN5:^. - -OPEN R FLASHINS iNI ICE �. COPPER R.ASlIIN6 ON ICE t t 12 _ PIA TER SHIELD Mff 15R nn-� . -' • - - ••4:12•/-ROOF PITCH _ �E%IST 9 51wUR � • y,X ,. - - - - r TO EE DETERMINED BY . POINTAT WIILX ilE 21/2V - Ad - - C47JR445, P.T. POST POT14 IX MRAP, - 1 :PI INT4212WTs YUn+ LAP0TO PIATLN SE ML INSSNS A v . RIM AT a:217 _ECORATIVE BADE HOLDIIISS AND :� (n + . - TO DETAIU UNEtaIAL ROOF PITCHES .. ° - ._ f `•f C` -. _ .-. iH- AT PORLN ROOF _ •'ALL PVC MCLD1N55 AND TRIM BY'AZBK•OR SIMJLAR•• •N 4� — .SO• . '. �: ••REFHt TO DETAIL FOR 2 Ad ALISN EAVES _ - . 64M101NATION ROOF. - • - .. LE � u) Lu ` _ „• NSAVED CORNERS t -, - ��— / -O L FLAR®BASE W pp BAXIEAD W _ OS��T�LED IB'EXTENSION - •. . - HALL •GLOOR T pm - job no.: lan . . ate 25 OCTOBER 201E I%4,PC DMKIN6 scale As NOTED ' ON P.T.FRAME - T drawn: KN R 1 G H T E L E V A T'1 O N' SKI FEED BOARD rev. SKIRT BOAR_ ' t - SCALE. 1/4' • 1'-O' , A .T.6X6 ppST YRAPPT3) feV: FIN.DINT ` - h o . A-4 of S sh II ISSUED F t o OR PERMITTING 4 E E qJ 12 2 EAST. w DIMlA0. D � 9r/- %AWKW'ULTIMATE A-0 (THE1 S TL ROOF SNI FELT NGLES ON - E YYO,S eATNINS.. O �+ '6 LB. •�\--I ST. 110A B RAKE ON WO.SNNGLES w .. I ... IX BLOCKING' r - , .. T\IE%I5. D :•� fT:�E1T WEAVED CORI�t4 r , _ FLAR BASE .. -ED C 4 cn FLQ- I UT S CZD YW5HI LLES ONRIO 1r/•1 12 � OVER OXD 5nA5 AT ID'O.G. ME fi ` � - . - ` 'REFER TO DETAIL FOR - .. - lCU • - .. GOM01NA110N ROOF. - - .. - - - .. -- - >✓ V e i.. . CUSTOM SCRN.. .. y •.. .. •.. ""EE PA w .. KILL ON SNHGLED ' `` .i . . . 25 CODE MQILDIN6 . WALL IN FRIEZE BOARD I G.1 w . - IX.VRBOARD ON •.: : : - - P.T.DXD POST 71. II/%�S rAXPLYWOODw RG.IX51D'XDUdJ [AIRBOARD W DTH TO START-AT CONai- R.EAR ELEVAT.! DN «INTER-. �50 A L E. I/4`.D.I -0• ,. - IXD REV CEDAR: ... _ - . EKIW BOARD - •. ,y. • _ ..:"CLBTOM SCREEN .. a ... .. PANELS ON 9HRL'LED .. ,1 1 1-IG�I Iv\ITV ,. ... ° .. .-.. i... WALL ••'. . O RAKE RETiJRN DETAIL AT EAVES • �N o AkgsS,9 r DERHOLgM 60 STRUCTURA TYFIGAL HEVATION NOTa _ _ .. No. 38962 4 mod_ «A'S U Se �c- `o Ate I .RCOFl "LANDMARK'0. TE - '''a RDDF Bvi ' • .. - { e �� •;C=y�.r .i.+`.. n x6LE0 BY sea�e=' �z" _ GezraNlt�D '�e•3a2=�g<=ot=• .. WINS? 'WTN/CE`/D CSHWA¢S C�.. ROOF PLANcS TO .. ... •EbST. - Ali � .. .. � r. 1 o �FLARCD B/F£(5'EJP../-) � - L-B�bs -��$ _ .. ALIGN S ,'1t. .. > eRc�i 4:FF-a- YYIIDOW C.ASIWS: O5 ORAT EAD WXE D W .. Oa 1' 2TIVE SHINGLE DAMP W A!✓D O:t 195 GRID SILL . •.REFsi TO DETAIL FOR - - r ,• .. . - GOM®NATCN ROOF u L3--'r DOOR CASING: - U6:IA+5AEAD EXIST \ I 4H- .. _ _ DEGORATNE SINGLE BAND V . MAN PAVE tYP1: /UfD FASCIA(ANSLEDI ° ALLMINM IMP ELI+r�E: �� - • 4 .: . • 41 - 4i f (ON IX MasloNGI .. •� W (n , S_ 'IX SOFFT w ON X RZE1f MAIN RAKUREIMS: ON UL WAXD RAKE BLOOMSB ARD • 'NL.SNdGLES W - TTPE Y,' DORK t EAVE riYPJ. - UGAXD FABGA L V V) •LL( . ELAKIEAD w -W ALYMNM GRIP EDGE:' (C i. PEAVED wRtre�! ID•EXTENSION- LX SORIT w�ro25 GOV'. - +� O _ ax IX FRIETc(oN U(&OGgNG1 - 4 4 - -FLARED ooRMst RAIff�RETUFDb:' , UDAXD RAKE BOARD N 00 O ` cz F6iST --_ __ uJ _ .. _ _____ _ ___ _ : fi - VALLEY PLASM NG* 'OPEN VALLer TBW42 E W' W T v i 'ul' fur IgPFM FLASBy N'`MfiJ1e"NE,fi .. YID .. -I � I L— - GGLIPPC+: P.T.DXD POST AIN U(KAP: LEFT ELEVATION l To CAD�T°ni+ATw job no.: Ian .. _ 'date,-. 25 OOTOBER 2016 . •ALL PVC MOLOWS-5 AND TRIM By-AWV OR SIMAAR•' , scale A5 NOTED - drawn: KmH rev. - r :rev. - N o " ISSUED FOR PERMITTING Bht 9 Of II' t , E s M .. RIDGE VENT LAP' . OVER1 9/a'X 11 T/B' N « - a • LVL RIWE BOARD.. Mt10MA,RK�ROOFMIA I lyi. N fSTRULNRN.7 _ 5M F O 4. RIDbE VENT LAP - - . t �w - OVER 19/4'X 11 7/B' - .. .. .. .. 12 o `yL RIWE BOARD 4.11r/-ROOF PITCH r . .. MOt331PULT1" .. .: .. I'LA g Y�F: a EN `'N „TO BE DETE64Nm BY .3 . •P NG'ALL Sro ram% .. POINT AT MICH THEE 3 VS'I] y � � y. S . . IIEK«Nr ON 2X65.16'OL. PITLN I 19 WITH •- >v .. - - 91WI'E�ROOF PL11ff .. _ RIDGE A 4�I2•h - _ - dk - p,G• L 6.OLO�LlJ2 TIER Y TOP OF DBL AIIMI • .. i-51NAMARM ULTIMATE (TO ALIGN o .F+ ... n.ROOF SHINGLES BY i t .•. - .'13 YU TOP O IIET AD LASING - I - ••91/a l2/ * MHEE P�gSnNG 2%ROOP/ _ LERtAIN1EED " .•. TO BE AT PO RLN WINDOYI9 .FRAMING TO REMAIN+ o ' • 4r/_ 9/6•LD%PLYWOOD .. 9./ V I h T ELe/AnoNs) .. HALL • 4 • .. y ..«(TME) 2%105•16'Of. - (TMEJ� A-0 11 (9)DXB SOFFIT a 13: EXISTING 2X FLOOR - B),—M�, z I/2«/-O .r i I/M/• .GISTS TO REMAIN - _TOP OP COL - \ - FIN.FLOOR _\ . TOP6OBL - - •SElA00RG ',. �. . fA - I 73TT� 4 �` ... LEILIt15 a P6+LL ^. ,LELING r WALL _ - ! M ��g� : a - - "r MATERNAL 8D . - IX6 ON I�STRAPPI • , ON 1X9 5 _ " �WARD CEIB LLINS t.' FLOOR EXISTF PRAMN6 ♦•:! . � •. - - - ANGLE OP FASCIA TO BE' 10'COLUNPJ - TO BE VERIFIED N „V - DETH+MIHED BY 4�1]PITLN '•yet (REFER TO DTLJ IN FIELD BEDROOM I INC.5141MLES : - MUD HALL - ROOF Ar PORcp r - $ .._ `• PORCH - - I/2'Cox PLYMOV 4 - ♦� .. _ - •VESTIBULE'S.; g .IX4 IPE OWKM6 1 • O tAArLX EE 'INS - •O PDECK oFR1MIN6 , STOroV 51LL 6 9 0 mP.T - 9/4'TrG PLYWOOD .. _ �LL�gBLL tC. .9/4'TfG PLYWwD. EXIST FRAMING 15•4-.O L. ..: .. I-JO15TS- : + 4I-�L105T5 .: .. .. II L�r e ." •16'OL. .. .. .a , •GLd CELL IIFdA.. Y •FIB BBppLL fy -'9 - (N'PIC!•LI;BEYOND Rom.• LLOSEDCELL INSLL +.^ < - SNB FLR I . _•PIR9 . 1 FIRST FIAOR - •., TOP OP FOVND_.._ _54`•�_ TOP FOUND ••T' TOP OF FOUND.R STEM 3. FDJOATt Y41L HEIGHT - 99'4112(j't31' ., ELP/�94,2 VJ•.(0911'1 - - . r . _ t (11 fo SILL ON F.T.2)fb' .� LL 3/'#4P•ANLIGR ^� m 4 s L STO 1 ,•t0 VARY BASED ON E%15T. O L` ..SILL W 9/7Q.4'ANCiGR _ -- _ FLOOR ELEV.LNANSE MNILE -- L' MAIMAI TFE cs� i F�THUG AtG ELEV. (lYP1�LAl�t'QY010 BASEMENT .'. WALL ON 24•%Ir b r -.FOLWATION :BASEMENT - IO wxc.F4art%m1�naN s _ IW°ALLoNza�•°x�1i BASEMENT . . "_ '- ,; •. .. -' wNLRET2 FOOTING T.. - - _ .. , WALL ;ea ' W/KEY, :F SA5@4ENT SLABS TO BE 4' , CONCRETE FOOTING .F BASEMENT$LABS TO BE 4• -3: •' """ t r. - ]ASIMENTILAOST051 4 -. .' '. . l,ONCRETE PSI ON -'M 'W KEY• .• LONCi1ETE FOOT wNLRETE C90W P5V ON.s.�p, (WOO ) ' t TTACH CONT.P.T.6X6 N6ONCRETE NOW PSV ON • *^ML VAPOR BARRIER OVER . _ 6'PBJ.•GRADFD 6RA�V •. - - _ F. e PASTS T wNL.1UBE" b ML.VAPOR BARRIER OVER'FELLbRADED GRAVELt;V A&15 POST.EASE 6•PELL-SiHADED GRAVEL OMPACTED T045%NAX. 1%MAX 1Y .y COMPELS To 95%MAXRY ACTSDENSI Y - DRY DEN511Y- •.: "TOP OF FOOTING - TOP OF FOOTING '1OF 41 TOPJING , .. .. IA,CONC.TM P�' LSS IN, LLJ FOOnNO ieD1ABELL SECTION S E G>T 1 0 N ERIC ,Ji C� °1(ram v 5 E G"'T l}O N a ,,,..,• B 1,'1�/y-�qq�pp G .' .. .: SCALE!, 1/4" 1'-0•' c,. QC�H V,GIVi SCALE, !./4^_e 1, P. .. 6i1 i SCALE� 1/4 I O y - ,--, GEF - 1 ST ;l1CTUFAL` , . R 38 962 2« ;'.. a .. . 4 c ' r r se ate-• • 12 •'9 Y4.I2N-ROOF PITCH a`o c o c-- - 12 - . TO BE DETERMINED BY _ •fl4i3R001A 2 PLATE _ t o�m e- `o-• �ti E 'LAtIDMMK'LI.TIMAIE 5t 4N- - ` ♦'- nff KrBRSFLTION POINr.: %ANDMARX'LLPMATE - 't:EXIST_. .HEIGHT BASED ON '•(THEJ -�5 Rp ITNEJ •5'_. TL ROOF SHINGLES ON MANTANING EAST. .f II� TL ROOF SHINGLES ON- „�. W 2 V4.G•%PITCH Y p %' i. "� 4,12N-POOP FLAKE �w3 ',`*• 15 L B.T$r ON 5/6.COX Iz B LB. ELT ON 5/6'CO 7 2 c�...E c =<�� •S v :PLYWD.SWATH No ON <A c - �2- PLYMD.SWATHING 3 i a �•R - / /- EXISTINGROOF RAFTERS e -•�i B a-' - n IS - RL M6LE OF FASCIA rP IrC ), �.1� •ROOF AT DURYall PITCX o' ei ROOF AT @RIRY <6 6'8 el"-• .. 12 .. - - �pC N�tir I)EF '.� •ANDMARX-B,nMATE- tV`� < - He'.v:5:� US RAFTERS•Ib OL.� 7� ' �Fa0.Al3GlID F)E EAST. i TL ROOF R LB.FELt 0�'COX - - (2X4 RAFiH?5 AT 1:Iy .Ig AWML DR'P FWE FLY!?.SWATHING. ! S, r - - ALIIMH.GRIP EWE .. ' r t' cl' "•P 'ALIMN.DRIPEWE - % LOTH _. , : - Zi F MATCH NTHr O�LA- - _ ,A; }•• ,� + •.,:- A/- .-. + .T' XB FASCIA o I r .'.EXISTING"B) y N V _ 1X9A m RAFTERS i Ib'OL. 3 ^� C - IXS/IN6 FASCIA - / / ; - r -- -- -- A ALIGN !-OM�---- 1 ' 222t"' "AAt41 AUP EDGE a /•. `- Q.•'� . C{ •DBAXB FASCIA H(SOPPT ALIGN YUrH FREZE ----- --- to Ln H - 71 IX SOFFIT T,T< $ IN SOFFIT Tit HWNTbU` I%BANB FASCIA O . „ ` r - •6025 COVE ON J I TOM SCREEN COVE OR _ OVN BOIx h I I PAN8.5 W 5/4 X 4 IX.SOFFIT r- V IN FRIECE BOARD IXM BOARD ON IN BLOCKING p _� ., ' L$15025 COVE ON ON IN SLOCIONS 00 bC •�9 d'STT� -I 1( P.T bXb POSH •.•DOD COVE ON ROUND FASTENED TO BJGBnxG HV�'pLYygpD' O FRIEZE BOARD t V • r 1'O 4L%HEAD fXNNBW SCREEN PANELS I I%YRAP A•O 9/d ONI%BLOCKING ... a. CIO .. - 20 LAP F ' pECORATIVE CAP ' - - -. OEAVE DETAIL AT BEDROOM I d 2 (TYP) O EAVE DETAIL AT MUD HALL O EAVE DETAIL AT SCREEN PORCH � O EAVE DETAIL AT BATHROOM 2 DORMER SCALE.1 1/2••V-0' SCALE,1 1/2'a V-O• 5LAlPr I V2•,I'-0•. SCALE,11V2'.1'-0' job no.: 141T date ] Ds 0CTI EEm 2o* ' . . .. scale As NOTED .! drawn ^ - d ., .. rev. rev. A-6 o ISSUED FOR PERMPTINGI sht 6 of 11 5.CONCRETE BRICK SHALL CONFORM 10,ALL-PLYWOOD SHALL BE APA " GENERAL TO ASTM G55. SHEARWALL HOLDDOWN SCHEDULE E 3.WALLS ACTING AS RETAINING WALLS SHALL NOT BE BAGKFILLED WITHOUT PERFORMANCE RATED PANELS CONFORMING o BRACING UNTIL ALL SUPPORTING 501L TO THE FOLLOWING.MINUMUM REQUIREMENTS: ° . I.STRUCTURAL DRAWINGS ARE b.GROUT 5HALL CONFORM-TO THE $ SLABS ARE IN PLACE $ AT REQUIREMENTS OF ASTM-C 146 $ A.FLOOR-STURD-I-FLOOR T$G,EXPOSURE I, FOUNDATION HOLDDOWN5 $ ANCHOR BOLTS: TO BE USED WITH THE ENTIRE ADEQUATE STRENGTH, SHALL'.HAVE A COMPRESSIVE : 3/4.",:5PAN RATING Ib". '� H SET OF DRAWINGS. STRENGTH OF:3006 P51: d � 4.COMPACT ALL FILL UNDER FOOTINGS B.WALL SHEATHING-EXPOSURE 1, I/2", 1-00-5052.5 W/55TB24 5/6"DIAMETER ANCHOR BOLT r 2.ALL SAFETY REGULATIONS $ 5LAB5 TO THE SPECIFIED DEN5ITY 7.:VERTICAL $BOND BEAM. 5PAN RATING 16". 5 W/CNN 5/8"COUPLER NUT BETWEEN 55TB24 $ 5/8" � -� d ARE TO BE STRICTLY FOLLOWER $ VERIFY. REINFORCEMENT SHALL CONFORM O :THREADED ROD INTO HOLDDOWN, .POSITION 55TB24 @� s METHODS OF CONSTRUCTION $ TO THE REQUIREMENTS OF A5TM A615. C.ROOF SHEATHING-EXPOSURE 5/5". W/ANCHORMATE TO,FORMWORK PRIOR TO CONCRETE s �, ERECTION OF STRUCTURAL MATERIALS SPAN RATING Ib * POUR +� • A < O R FOR CORRECT 15 THE GONTRACTOR'5 RESPONSIBILITY. STRUCTURAL STEEL et.MORTAR SHALL CONFORM TO THE , REQUIREMENT5 OF A5TM C 270 HDU8-5552.5 W/55TB28"U8"DIAMETER ANCHOR BOLT s 1.DESIGN,FABRICATION $ ERECTION AND;SHALL BE:TYPE M OR 5. DESIGN CRITERIA g W/GNW'1/8"COUPLER NUT BETWEEN 55TB28 $ 1/8" 2 3.THE CONTRACTOR 15 RESPONSIBLE - *• ' FOR 0155EMINATION OF ALL SHALL BE IN ACCORDANCE WITH q,'QUALITY ASSURANCE TESTING $: THREADED ROD INTO HOLDDOWN. POSITION 55TB28 ' o.+ REVISIONS $ REQUIREMENTS TO THE AISG SPECIFICATION FOR INSPECTION SHALL BE PERFORMED I.APPLICABLE BUILDING`CODE W/ANGHORMATE TO FORMWORK PRIOR.TO CONCRETE H THE SUBCONTRACTORS: STRUCTURAL STEEL FOR BUILDINGS; < IN ACCORDANCE WITH THE MASSACHUSETTS 8TH EDITION POUR FOR CORRECT PLACEMENT. o. LATEST EDITION. REQUIREMENTS OF ACI 530.I/A5CE b188. aO 4. REASONABLE CARE HAS BEEN ". 2.DESIGN WIND'5FEED: 110 MPH.: HDU14,5D52.5 W/5BIX30 I" DIAMETER ANCHOR EIOLTq.' TAKEN IN THE PREPARATION OF 2..5TRUGTURAL-SHAPES SHALL CONFORM. EXPOSURE 0,1=1.0,G= +/-O.IS 14` W/GNW I"COUPLER NUT BETWEEN 5BIX30 $' I" ALL DRAWINGS AND SPEGIFIGATIQNS. TO THE FOLLOWING: FRAMING LUMBER $ CONNECTORS THREADED ROD INTO HOLDDOWN WITH HOLDDOWN HOWEVER THE ENGINEER DOES NOT ATTACHED TO 6X6 POST.-POSITION 5BIX30 W/" A.WIDE FLANGE MEMBERS A5TM: L,ALL FRAMING LUMBER SHALL BE ANCHORMATE TO FORMWORK PRIOR-TO CONCRETE G� GUARANTEE AGAINST HUMAN ERROR Agg2 GRADE 50. KILN,PRIED,IcI MAXIMUM M015TURE POUR FOR CORRECT=PLACEMENT: $ FOR THAT REA50N IT I5 IMPERATIVE .• ;. THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET ALL DIMENSIONS $ DETAILS $ MUST 5.B.CHANNELS 4 ANGLES A5TM A36. AS MINIMUM THE FOLLOWING STRUCTURAL'DESIGN CRITERIA H VERIFY ALL CONDITIONS,DIMENSIONS, DESIGN VALUES FOR SPRUCE-PINE-FIR: .4' ELEVATIONS AT THE SITE.ALL G.H55 ROUND $ RECTANGULAR TUBES DISCREPANCIES SHALL BE BROUGHT: TO ASTM A 500,GRADE B FY=46 K5I, A.2X STUDS CONSTRUCTION GRADE. - FIRST FLOOR 40,PSF LL TO.THE.ATTENTION OF THE ENGINEER r H N IN R FB=800 FV=65 FG=750 : 10:P5F DL 3.ALL GALVANIZING SHALL CONFORM 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 125. B.2X JOISTS/RAFTERS.NO. I GRADE - SECOND FLOOR "40 P5F DL - _ _ COMPLETE SHOP DRAWING5 FOR _ _ FB 1150,FV l0 OF ryq CONNECTION TO CONCRETE FOUNDATION ALL CONCRETE REINFORCING,ALL',' 4.BOLTED CONNECTIONS SHALL BE WITH -' 4`� ��� ATTIC/5T0: 20 PSF - ,LL y , C;POST'NO. I GRADE FB-80,�A IO.P5F: ' OL STRUCTURAL STEEL, $ BOTH HIGH STRENGTH BOLTS IN ACCORDANCE FV=65 FG=bl5.. �'�° i�`� FOUNDATION SILL PLATE CONNECTION TO CONCRETE: CALCULATIONS$ SHOP DRAWIN65 WITH.THE SPECIFICATION FOR. OF GSL 30:P5F SL FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING ASTM A 325 l ERIC A. �, 10 P5F DL PRODUCTS $ THEIR CONNECTORS OR A 4610 BOLTS: 2-ALL FASTENING OF FRAMING, CEBEP.HOLM m 5/6' DIAMETER ANCHOR BOLTS @ 52"O.C. s PLATES'SILLS SHEATHING :; DL w. .. ,. � 00.PLF ' �,. FOR�REVIEW PRIOR TO FABRICATION. s '� OTHER WOORMEMBERS SHQ STP,i1GTLIf3AL E� WALLS/STOR. . �A NOTE: ANCHOR BOLTS REFERENCED ABOVE TO 8E 5/8" DIA. 5.ANCHOR BOLTS SHALL BE ASTM A 30T:. TR TLIRA PLATI m BE IN ACCORDANCE WITH TH• I ..WALLS/STOR.. 80 PLF` DL A30'i STEEL ANCHOR BOLTS W/3" X 3"X I/4" E YVA5HER5 CONCRETE ' DETAILS 5HOWN-$:MINIMUM W/?"MINIMUM EMBEDMENT INTO CONCRETE. ,, a ;EGK5/PORCHE5 40.P5F b.WELD5 SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE- P i•!> , 10 PSF CERTIFIED BY THE STANDARD MA55ACHU5ETTS'STATE BUILDI c -� .t I.ALL CONCRETE WORK AND MATERIALS ' SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 8TH EDITION... °ram.,P�u;_' FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN WELDING SOCIETY. ►� ,'1 '(AC I 301-Sq). „ h 3.CONNECTORS 5HOWN•ARE A5 _�+ MANUFACTURED`BY- Z'�. •" '"'" ?.WELDING SHALL BE IN ACCORDANCE •,' r _ • Q� ;a ' ..• -.:. ... ,. . ";'. ,. -. �. ; ' '.: RA NAM -11•MPN'.. - WITH.THE AW5.DI.I.CODE FOR WELDING 'STRONG-TIE,GO.'INC'SUBSTITUTIONS GENE L LNb SCNEOULE O p :: 2. ALL CONCRETE SHALL"HAVE-A 25-DAY, NUMBER of NUMBER OF �' §a COMPRESSIVE STRENGTH OF 3000 P51;a IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING JOINT DESCRIPTION . v - COMMON OF Y BOX NAILS G W WITH MAXIMUM I INCH AGGREGATE $ < BY THE ENGINEER. INSTALLATION... .. yW 8 .- . ROOF FRAMING - W Z 3 MAXIMUM 690 AIR ENTRAINMENT FOR - - OF ALL CONNECTORS SHALL BE : NAIL sPACIN _ 02 w 8.CONNECTIONS NOT DETAILED SHALL IN STRICT ACCORDANCE WITH THE .• BLOOKINGTO RAFTER(TOE-NAILED) s-eD a-iov EACHEND6' Zz w 3 EXTERIOR CONCRETE EXP05ED TO BE DESIGNED FOR THE LOADS SHOWN THE.MANUFAG.TUREW5 INSTRUCTIONS. ;, alM eos,RD TO RAFTER IE O-"LEv) -laD." 3-IbD EACH END MOISTURE. ` ON THE DRAWING5 OR FOR LOADS s wA F_RAMIw $ MUST EMPLOY ALL REQUIRED GIVEN IN THE STANDARD LOAD FASTENERS. �'� " w � 3.ALL REINFORCING STEEL SHALL"BE, TABLES OF AISG FOR THE'SPAN, - TOP PLATES AT INTERSECTIONS(FACE-NAILED) - '4-IaD s-Ibv AT JOINTS - - DEFORMED BARS OF NEW BILLET STEEL SECTION:$'STRENGTH,SPECIFIED. " s uv rO STM(FACE-NAILED) -laD -IaD: 24 O.C. m 4.ALL CONNECTORS SHALL BE, ,; , CONFORMING TO ASTM A 615 GRADE 60. HEADER TO HEADER(FACE-NnILEn)_ HOT DIP GALVANIZED. IbD IbDEDGES .. v y•" 'w .. q:ELEVATIONS NOTED AS "TOP'OF STEEL < FLOOR FRAMING 4.CONCRETE COVER OF REINFORCING BARS . REFER-TO THE TOP FLANGE'OF ROLLED' JOIST ro SILL TOP ELATE oR GIRDER(TOE-NAILED)• 4 av 4 lov PER olsr 5 INSTALL ALL CONNECTOR FASTENERS =_eo =lov ' EACH END SHALL BE A5 FOLLOWS: SECTIONS. +, N . ,.. -.. �i.. G � !i &-OOKIN6 TO JOIST.(TOE-NAILED) - BEFORE LOADING THE JOINT.. . II ' ^: - : - BLOCKIN&TO SILL OR TOP PLATE(TOE-NAILED) : 9-IbD4-IbD- .: EACH BLOCK : O.. .N (/�' :(n A.3 AT CONCRETE PLACED DIRECTLY . AGAINST EARTH. MASONRY 6,SPLIT WOOD 15 NOT ACCEPTABLE LEDGER STRIP TO BEAM OR 6IRVER'(FACE-NAILED) : s-IbD 4 i6v EACN JOIST'r.-• FOR ANY CONNECTION. JOIST ON LEDGER TO BEAM(TOENAILEDJ 9-eD -B-IOD _ PER JO)ST n� .B. 2"AT ALL OTHER LOCATIONS: `a BAND JOIST TO JOIST - . :B-IGD d_I6 PER JOIST O CU z 0 I.MASONRY CONSTRUCTION SHALL Q as CONFORM TO THE REQUIREMENT5' T.ALL EXPOSED.FRAMING MEMBERS BAND JOIST TO.SILL OR TOP PLATE(rOE-NAILED) G-Ito >IbD" PER FOOT r 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY 'SHALL BE.TREATED PER AWPA ROOF SHEATHING, N - E N ARE ALLOWED,UNLE55 SPECIFICALLY STRUCTURES(ACT 530.1/A50E 6-88). G2/Cq CGA 0:25 $ MEMBERS IN Q 5HOWN ON THE DRAWING5 OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. - CONTACT WITH 501L SHALL BE woovsTRucTVRALPA"® +'Z IN WRITING BY THE ENGINEER. . TREATED PER AWPA G23/G24 RA��oR T�KSFALED uP TO Ib•Oc. aD - too b'EDGE/b•FIELD. 2.VERTICAL REINFORCING OF MASONRY GGA 0.60.JOB 51TE FABRICATIONS RAFTERS OR TRUSSES SPACED OVER 16.O.C. .BD oD ". 4•EDSE/4-FIELD '= b. REINFORCING EMBEDMENT STANDARD WALL5 SHALL BE AS INDICATED ON GUTS $ BORES SHALL"BE TREATED IN J'-+� -6ABLE ENDIY.ALL RAKE OR RAKE Twif'WO GABLE OVERNAN6 bD IOD - b'EDGE'/fi'FIELD BAR LENGTH NOOK ACCORDANCE WITH AWPA 5TD. M4. Ot N 00 O THE DRAWINGS. ALL GORES OF r -GABLE ENORALL:RAKE OR RAKE Twin VV STRUCTURAL OVTI_OOKERS �, BD -- IOD' b'EDGE/b'FIELD: T-V ^ ' '4 2' 2° MA50NRY UNITS SHALL BE FILLED t &ABLE ENOWALL RAKE OR RAKE TRUE VV LOOKOUT BLOCKS bD IOD 4'EDGE/4"FIELD. p pp +s. Ib• IO• WITH GROUT. REINFORCING BAR - 8.ALL MANUFACTURED LVL WOOD FRAMING �.. • - CEILING SNEATNIN6 .b �. 161. LAPS SHALL BE 2'-6' MIN. MEMBERS SHALLHAVE THE FOLLOWING .Q +T 2e to- ` PHYSICAL PROPERTIES AS A MINIMUM: &TPWM INALLBOARp - - - so COOLERS - T•EDGE/IO•FIELD 3.HORIZONTAL JOINT REINFORCING b YL1LLSHEATNINb job no.: Ian FOR MASONRY SHALL BE EQUAL E=2.OXI0 P51.,FB=2800,:FV=240. WOOD 5TRIOTURAL PANELS date 25 OCTOBER 2016 FOUNDATIONS TO DUR-O-WALL TRU55 MANUFAGTERED STUDS SPACED UP TO 24.Oa, BD 100 b'WOE/12•FIELD WITH WIRE CONFORMING TO A5TM A 82 01.ALL FLOOR J015T5 5HALL BE A5 scale : As NOTED $ COATED FOR CORROSION PROTECTION MANUFAGTURERED BY B015E CASCADE 112•AND O5/52-FIBERBOARD PANELS bD s•EDGE/b FIELD I.THE ALLOWABLE PRESUMED 501L IN ACCORDANCE WITH A5TM A 153, 1/7'GT'P$R9 wALLEOARD 5D COOLERS -r EO&E/I.-FIELD d aWn. KMri F $ AS SIZED ON THE DRAWING5. ALL _ BEARING GAPGITY IS 3000 PS rev. F CLASS - LDOR-._.TNT B 2. ALL WIRE SHALL BE NG WHICH 15 TO BE VERIFIED IN THE FIELD q GAGE MINIMUM. PROVIDE MINIMUM FASTENING,BEARING,BRACING $ BEFORE CONSTRUCTION. LAP OF 6" $ USE PREFABRIATED T'S: STIFFENING SHALL BE IN STRICT ACCORDANCE ODDS RUOTURALiAN7S WITH THE MANUFACTURER'5 REQUIREMENTS. . rev. OR CORNER 5ECTION5 AT ALL Oi Lis eo oD b',ED&E/11'FIND 2.FOOTINGS 5HALL BE CARRIED WALL INTERSECTIONS. &BEARER TNAN 100 IbD r EDGE/b'FIFLD $ TO LOWER ELEVATION THAN SHOWN c ON THE DRAWIN65 IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL. REACH PROPER BEARING CAPCITY. CONFORM TO A5TM 0 q0. ISSUED FOR PERMITTING Snt 7 of .II o - - ALL P05T5®.END5 OF BEAM5 TO BE (3)2X4'5 OR(5) 2X65 UNLE55 NOTED ((3)2X(2'5 AT'ALL EXTERIOR WALLS) _In h - ALL WINDOW HEADERS TO BE(3) 2X65 A/1/2" PLYWOOD UNLE55 NOTEDm - i =SEE STRUCTURAL GENERAL NOTES v AND TYPICAL DETAILS FOR OTHER (2)1, ,� u,". REQUIREMENT5. y H v -WOOD P05T DOWN j 10 -WOOD P05T UP AND DOWN r L— Ti n •• � EXISTING FIA�A , E%15T1N9 ROOR EYIS N5 FLOOR V �( —WOOD-P05T UP' 59515 TO REM W .. .I=..•n JO19R TO REMAI - "'.iJISfi TO F@WN,.j. FOR STRWTURAL '•GONTAOT MLNI- ��.GONTALTARON- _ . ; �•7EG1�A550GATE5 'CI' S TEGX ASSOLIA - .. 7EW A550LIATE4 .~, y- : •. * •f REVIEW PRIfRIOR C PROEH MON To- ALMEM PRIOR TO i. .. , SETnN6_ Iq�,�E �Tn .� .. .. -- IgWF 710N� �I N6 IFAnON. -F6'1 ____ -a .. .._. ----------- ----------- .. h... ,. .t.. - - - WALL ABOVE • • w TOILET LOCATION(5PAGE J015T5 A5 NEEDED FOR PLUMBING ELEARANGE) LL 4_ LVL 6NtT I - -.. , I� IV _ - ,o • - . r iS a >2i i C c 8 FuwP.T.1IJIT. .P.TTl]YB OF , L W i • o Ab 4 1.r �d i LPG URAL� 1-a z Silo. ;38962 � C q as N _ ca ea `d_ Ii—._ •i—.a ,fV'+ C'p N tZ c• oe v (d E r • - - ••E1fl nil6 FAANIN6,conrAGr - - - - a. .. - - 51fd.GTURAI EN6wa INniR! • - .. — - . , • ..� i '' �RENOJATIOt6 N WEER OR� ,. , � , F Q OL L r O i 00 LL Ab F O U N D A T`I O N P L A N _ job no.: lan S O A L E. 1/4• .':1'-.0 - - - - - date- 24 OOTOaER 2016 . • - _ - - scale AS NOTED •. drawn: 'KMM rev. rev. Z- .a • S-2 o ISSUED FOR PERMITTING sbt: 95 of 11 v .. 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P L A N job no.: 1417 5G ALE. 1/4' = 1 -O' .. .. - date. , .. .. .• 25 OLTOBER 1016 • scale AS NOTED drawn: Kra . • _ rev. rev. a _ S- 3 o - - - ISSUED FOR PERMITTING sht: q of 11 a o • Q o, te r 2XD RAF HOPPER AS N®FDIAT -ALL P05T5 @ END5 OF BEAM5 TO BE T ;` y aar_ ,, (5)2X4'5 OR(5) 2XV5 UNLE55 NOTED 6 0)2XV5 AT ALL EXTERIOR WALL5) ALL WINDOW HEADERS TO BE(5) ---- y j .O U 2X6'S W/I/2" PLYWOOD UNLESS NOTED r r I ; oI i q P ❑ ; _; —`•," it d . r /� I -SEE 5TRUCTURAL GENERAL NOTES: 4Ewsnxk__ _ ^ _�-__ _____ ROPF �_. ' ; t _-_-_ Eltl5TIN6 ROOF_____ - - AND TYPICAL DETAILS FOR OTHER i R"� - — r r r r REOUIREMENT5. :f �a10 � `w , r PS' r r r r r F�qs. V y ;� � �� l' •r ,1d' ��s ltG � I I ` ' � ✓t s IC J.. . tt• - EFt ro WOOD P05T DOWN O \\ ERHOLM cn I.y g Y CED_ IiQ -WOOD P05T UP AND:DOWN n . f '�` i F�1 0 4 ; ;p. STRUCTt,FiYaL 13 II RI ♦�I '—:i .-ti— ; -;.STI' ..0 V No. 3£19E2 - fi O a� : x• WOOD POSTyUP r r '•r , r T --- - -BE WALL BELOW _Eas' R+0.5Ea V� t i n ------ --- - Nr r r ` .. -------------- --------- ------- - ca - • i ------ ------- ------- ---- - - ROOF 'C'_' - �Mp`&ROOF .. - .. foZy R4FiHL he .. _ ________ _______ _______ __ -____ ____ -- ; i ♦ r • W '.u. r•, a � 1. � .. _ + - •�� ' ; •16'OL �. � •�rwavlRl cOTGa r .r r e Ab _ Z. T -.: D 5 RAFT35 r Zcs •-. .• r Y16'OL. r_rr-- •I•'OL. -- ObfD RAFfHLS^ ry ME gy I O s. r. I z r T T Ct r: , t 4 ss L 0 -S ' all `. to . to _ C - - � ev �Q r r n` I Ln « - .. .. i?m '$ R�• ro a m - '.j• i >iva�ialaoe °Yme. }r�"� C(� V) - f Q c�a � cLa P.y.'-- ___ '-1XD FAFTER9 _ "J1X5 RAPras�--- --------- - --- -- W. - ++ O - . a - • 'OL.. 1 Tf • �. : - ; •• � w nen'u'iaas�"'e wi�uNa rn.n O i 00�0 co ROOF PLAN : 7NB RAFfHLS :3XB RARE2"a R O O F .F R:A M I N-G P L AN - job no.:. lal-r: - r •Ib'OL. - •K'OL. _.__—.__.._ ...._! SCALE: 1/0' . 1'_O' SCALE, 1/4° .•1'_p• - i. .. date 250CTOBER 3016 ` scale As NOTEo drawn: Iww - rev. rev. y S-4 ISSUED FOR PERMITTING Sht:� 10 of I 11 + ` o a v V. N .: _. : •. ROOF SHEATHING - - EDGE NAILING P o 16"O.C.. LSTA STRAP e .. ,. .. .. .. .. .. .. (PER 65N) • 2X BLOCKING BETWEEN ROOF SHEATHING .o . .. - RAFTERS(NOTOWFOR VENTILATION IF.REGUIRED. - ` - REFER TO ARCHITECTURAL ' PLANS FOR MORE.iNFO) - )EAC IL END ® " + +. :+ + + + + + • ROOF RAFTER PER PLAN: `. ;. ... V' _.. (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR TO 0_ (u .. .. - - PLANS FOR RAFTER DIMS. BLOCKING AND PLYWOOD - SEE ALTERNATE .. .I • -AND EAVE DETAILING) - •. SHEATHING)ALTERNATE; H2A s: 'ROOF RAFTER PER PLAN .DOUBLE 2X,TOP PLATE.. - .. .. ALTERNATE,•ATTACH OPPOSING RAFTERS,ID6E EAM OR RIDGE BEAM.. .2X4 COLLAR TIARD RE AS 5 OWN.R DGE STRAPS.. - .- (IF SHOWN ON PLAN) NOT REQUIRED WHEN USING A COLLAR TIE. .. ... ... .. .. .. F.. .. . . RAFTER FTO TOP PLATE:. 2 STRUCTURAL RIDGE SEAM /^Z�C� W -: - NOT T0.5GALE .. - _ =� 6 O:. NOT TO'SCALE . Z OF 5HEARYNALL SCHEDULE ®�aa J. .� FR1C - R' WALL TYPE SCHEDULE: SHEARYNALL CONSTRUCTION: n -iJFiAL -� c a CEdcvIoLm p .:STRUC 1 + y No 38962 0 _ N t11 ' ' N sS 15/32"PLYYNOOD-(EDGES BLOCKED) L ALL SHEARYNALLS.TO HAVE DOUBLE TOP PLATES ,�, _ O cn > R co SD COMMON OR GALVANIZED BOX NAILS $ DOUBLE 2X STUDS AT EACH END OF THE Y4ALL. _ xs ,�, - �Q c _ @ b"O:C:EDGES s 12"O:C.FIELD.' - C:�, —'xC L id p 2. FACE NAIL DOUBLE:TOP PLATE5:W/ I6D NAILS'@ 16"O.C. .: USE(12) - I6D NAIL5 AT'EAGH.5IDE OF LAR.5PLICE5 IN, Q TOP 15/52" PLYWOOD-(EDGES BLOCKED)' PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0"LONG.;, c� A 50 COMMON OR GALVANIZED BOX NAILS 3" O.G.EDGES $ 121"O.C.FIELD. `� 11+ V 3.NAILING FOR PERFORATED 5HEARWALL5 TO BE CONTINUED to C ABOVE AND BELOW ALL OPENIN65:IN 5HEARNIALL. c =3 r cn 15/52" PLYWOOD-(EDGES BLOCKED) 0'IV 00 0 BD COMMON OR GALVANIZED BOX NAILS 4.AT DOUBLE 2X 5TUD5 B BUILT-UP CORNER STUDS AT `'-' ® 2"O.C. EDGES $ 12" O.G. FIELD. SHEARAALL ENDS N(2) 16D NAILS @,6" O.G.FOR ATTIC/: m FRAMING AT ADJOINING PANEL EDGES SECOND FLOOR SHEARNIALL5 AND(2) 160 NAILS.@ 4"O.G. « SHALL BE 3" NOMINAL OR WIDER & STAGGERED FOR FIRST FLOOR.5HEARWALL5. ¢ ■ NAILS SHALL BE STAGGERED: job no.: iai 5. REFER TO HOLDDOAN 5GHEDULE.FOR TIE DOWN5 AT NOTE:,FOR PLYWOOD SHEARYNALL TYPE5 I,2, 4 3 5HEARYNALL ENDS. date a o roiaaz 2016 L15TED ABOVE,SD COMMON OR GALVANIZEDscale •seoro NAILS-.(0.131'X 2 1/2").GUN NAILS MATCHING THE-' NAIL DIAMETER 8 LENGTH MAY BE USED AS A. drawn: idea~ SUBSTITUTE. cc rev. rev. S , 5 " ISSUED FOR PERMITTING sh4 11 of 11 j i'.(�i J t, r .. .. �. + � � . �� -`� a - �� - - Y a - t M + In I + _ o .s V • SI r � I y m .. .lo o . it Exl TINS... - �y c 1 . 3b�rs I r 1 I I r 1 , I _.. I , � II I f- r I , , W I� n • s- s �.o. - , I 'I I I. I r PO O - s 77 ! Ey a I I _II II I - II. : rl I I '1 co I Ji B V- I I .. .m. ._ t _ -rr.-. : �,. .,., .� .,. ...>. ,. _ � �I I 'I y,'I I:...I q l' I .II +: G • K�. ,'.Q) I li 1 O I I' II I i I II I. I .. _: �usN e�sH ea.oiv WEN eklknN6 Flmhl, ..+ 19 .xl q. I,ti P' Irr Ir II I..:. .:'. � ,.: �:: ... .:. :: s..�,.. •:.. :. :�- : ..-,'—. CO I I C [maOOPN Ex5TIN6,p 5T5 mlrc x. II it r. e, I I I I n . � •.- � [ � " 1.,::. _ :,c .- ...' I -I � I I. I T• �!•,. I I- I Ir II Ir t rP II le II - I -rr• Ir Ir II II i II I it I , t .+ y.. , :._:. a •-,:.. .i. : .. ,r • a a ad3 . ., ". ... is - .. .. - x. .•: ,. y. •." .:. 7xIS Ci6.JOISTS ^ Lj w g g a� P 3 l AlrP7 _ aiIr Oz o , . .-. .. g w Ii. 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Np9pALK FOR T - ' .. •COPPER 'EOIAT ; �,' : .:y .Sra .. - P05T5 @ END5 OF BEAMS TO BE (3)2X4'5 OR(5) 2XV5 UNLE55 NOTED ` _ ((3)2Xb'5 AT ALL EXTERIOR WALLS) �1 , ' .. r S N ..i i ------- 5 1 — 11r ; • § A-- -_ ---_ . __ - - - WINDOW HEADERS TO BE(3) 14 --- ---- .. - '_:£_ X1 ------------- ALLr , 2X6'S W/1/2" PLYWOOD UNLE55 NOTED " ` --- -- '- _ ------------------ �RT ROOF -.5EE STRUCTURAL GENERAL NOTES ' Ewsnr+e ,. �': - kATEKs -- rn --- AND TYPICAL DETAIL5 FOR OTHER: "AF'°ft ;;,'; ? s,=: r REQUIREMENTS. t: i f- -- - OF Mqs� w r � i r r r r � 5 r r r WOOD POST DOWN t,: w cst �+ �! 1 CEDEE'}iC1LM 6fl I•y I -a 1�s -WOOD P05T UP AND DOWN S I-TUR A• Ir r,.` O SlFil c V. W �• n V _ 194 �II R ♦ I 'S _ _ le� 9�+G . _ ;�'Tom'° + �C_ - No.' x -WDOD P05T UP . r pg 44 r r is .-.BEARING WALL BELOW W (/�: r -71 Q r r r „ r i - ` Ew moor ; E�osnuspooq ---------- _ I r r r I • r r � F(AF R5 -- -- - .. • r r �n . - — r i RAFnazs 1 _ ___ yYg PAPTM ' Ab - ------- - - ZV 7X8 RAFn'325 2X6 RAFrmzs .r O 1 q r •Ib'oL.. 2X5RA .. r, .. r ; •Ib OL. IT T aM 7XB 50FF P .16T 6%b a Ib'OL.L. F' .. - E—GSbT.� F. ubr.� o r r ---- — — ZLu ------ ZYB I r r . . I � r r. --- -- -- - - r .r r r r I , r A6 r r ; r I 0"C N Vf q•LUXt I I F" ut 3 r r .I r I . , � • - �o o ;o ;O - o �o� � f ; - i Asoi ro�oe�rwN _ L� C RS � + fi •. ° ° ;gip $- ° L ' .}., j• ' 'T'e s''znee mmrMm• '. ' _ +O.I C(� VI -E ..r , 4'.r r e.n.r I , I I e°ulmw•�''r°"`'°'m"o�""aon _t ,. Q cz j r -___ . 7%b RAFTERS 710!RAFTERS •. = O 'oL. ! MTx znrtesec�r�roolr _ O +�-+ (z T A6 Wpm ' - zx5 RAF EaS ROOF i R O O F` P L A�N .Tb•oc. F R A M I N G P L A-N I job no.: Ian -•w•oc.. . - .. .5LALE. I/4' • 1'-o•': S SCALE. I/8' . 1'-O' - - - , date 25 oc.Toam 7016 - - - scale As NOTED - - - drawn: Kmri Nil . - rev. rev.S-4 . _ n - . o ISSUED FOR PERMITTING I snt=. 10 of II t e o .: .. ROOF SHEATHING : ... • .. ,, .. 'EDGE NAILING LSTA STRAP 6.16`04,; y E ., (PER GSw .2X BLOCKING BETWEEN - ROOF SHEATHING . : . .. .. RAFTERS(NOTCH FORVENTILATION. .. _ .. : _ r .,: y f ,: •:. REFER TO ARICHIITTECTURAL • - PLANS FOR MORE INFO) _ - (1)-IOH NAILS END .; • aNi • - ROOF RAFTER PER PLAN. • . . ,a,: ,, :., v.' (REFERTO ARCHITECTURAL. - 12.5A.(INSTALL PRIOR TO - PLANS FOR RAFTER DIMS. - : BLOCKING AND PLYWOOD ', - (SEE ALTERNATE - ,w AND EAVE DETAILIN(5) - 5HEATHIN(5)ALTERNATE: H2A - _C. .Y -- - ROOF..-RAFTER PER PLAN e ; DOUBLE.2X TOP PLATEALT ' • RNATE a BELOW RIDGEABE MHOR RIDGE BOARD W/ ,DO . .. .. ... ". -,•�. :` .: STRAPS: t' - - -(IF 5HOWN,ON PLAN),° _ NOT REQUIRED WHEN-USING A COLLAR TIE. - - BEAM; ,2X4 COLLAR TIE AS'5HOWN.RIDGE. - • RAFTER:TO TOP. PLATE , STRUCTURAL RIDGE BEAM NOT TO SCALE. - - `- - - - - O NOT TO-SCALE - OZ a c o • _ Fig ,tAW8. = off <: LAI Z .8 3 i - - w 00 , a t : n F-7 W r _ �m OF DA I ' , S S , _ - r - SHEARWALL 5GHEDULE �� 0. EbERHOLN� +� WA _ 0 O in LL TYPE 5GHEDULE:. 5HEARWALL CONSTRUCTION: UC i URA' -C d STR d . v No. 38962. N c a� 15/32" PLYWOOD-(EDGES BLOCKED) I.ALL 5HEARWALL5 TO HAVE DOUBLE TOP PLATES E'v) a) � _ N �i SD COMMON OR GALVANIZED BOX NAILS $ DOUBLE 2X STUDS AT EACH END OF THE WALL. _ F :row Q v b O.G.EDGES 4 12 O.G.FIELD: UB „ 2.FACE NAIL DOUBLE TOP PLATE5 41 I&D NAIL54� 16"O.G. �* r0 dA�" N t I5 32" P YW USE(12) r I60 NAILS AT EACH SIDE OF LAP:SPLIGES IN T.OP -rt —`t a cc m L OOD E/ DGES K SLOG ED Q , PAT _ cd +,, PLATES SPLICE 5 L GE LENGTH TO MINIMUM F 4 LONG. 8D COMMON OR GALVANIZED BOX NAILS BE A-MIN U O . O LO g 4-). 3" O.G.EDGES 8 12" O.G. FIELD. `�--0_ 3.NAILING FOR PERFORATED 5HEARWALL5.TO BE CONTINUED ABOVE AND BELOW ALL OPENING5 IN SHEARWALLi c v� 15/32" PLYWOOD-(EDGES BLOCKED), _ p N 000 O 8D COMMON OR GALVANIZED BOX NAILS 4.ATTACH DOUBLE 2X STUDS'd BUILT-UP CORNER STUDS AT r v 2"O.G. EDGES s 12"O.G. FIELD. 5HEARWALL ENDS W/(2) I&D NAILS @ b"O.C:FOR ATTIC/ FRAMING T o A ADJOINING PAN r� EL EDGES SECOND SHEARWALLS AND(2) I6D NAILS o 4';O.G," _• . SHALL BE 3"NOMINAL OR WIDER B STAGGERED FOR FIRST FLOOR 5HEARWALL5. Q NAILS SHALL BE 5TAGGERED. job ' 5. REFER TO HOLDDOWN 5GHEDULE FOR TIE DOWNS AT NOTE: FOR PLYWOOD SHEARWALL TYPES 1,2, g 3: 5HEARWALL ENDS.;: date a o rae�¢oie L15TED ABOVE,SD COMMON OR GALVANIZED scale ns No,m NAILS-(0.131 X 2 1/2")GUN NAILS MATCHING THE, drawn: 'AS NAIL DIAMETER 8 LENGTH MAY'BE'USED AS A SUBSTITUTE. rev. rev. - ISSUED FOR PERMITTING sn6 11 of 11 a _ - - Al S V 61MLM A-0 EASTD , \f(THE) s TL E IN6 ... 516 V L Ad 6 LB. 9 PLYWD.BNEATXiN6 0 rp V ST.D I)SAX)BLO RAKE ON 12 W.SNINBL .w � 5.L ES E%I I%W.Or.KING - WEAVEDCOR`✓Bt� rA .__ •SEGO tFLR. / PiflTE:LFDM SNIN6I.ES ON 12 _ 11 Q) . — I V2'CPX PLYWOOD SMEATINNS r 1. '�PJ�. �.,E:1� -0 OVER 2%6 BTII7:AT I6'O.G. W . •REFER TO DETAIL FOR - - 4 r clommAr10N ROOF _ - yy •. - ' �I - . LB5TOM SGREBJ V - PANRS ON SKN6LED _ F6025 COVE MaiDIM - O y WALL _ .. _ _ - ON X FRIEZE BOARD .. _ : . p. ,w c .w 194 M DECKING ON P.T.FRAME - : TO a �a _ .. .;� r r Of AIRBOARD ON e • , ,: :;.. ', r '. vy .. .. :. ;.. I/2 fA%PLYWOOD.. QI P.T6%6P TPRAPPEp 1 I (AIRBOARD WIDTH �s R.E A R. E L E V A T.I O N wac.lxs°�6xe FMmM) �n°Naal00'MR SCALE-, li4' a L'-O' -MRED CEDAR: . - SKIRT BOARD - LOSTOk,SLRB:k1 .TYPIGAI. RAKE /RAIGE RETURN DETAIL AT EAVES I� 1 PANELS ON•291J61ID- ' ...+ ,O- '• •' .. 5GA{E•1 1/2•P P-O• .. ,... .. '. .. -. •. a .. OF ERIC J. • w• c Z GEDERHOLM UCT VTR URkA -a rm1GALae/AnoNNora, - u 3II962 rn moo-, No` a -- ;9 ROOFiNb: r. 'LAROOF SHI SL M BY' ROOF 5NIN6La BY $��• ^o G9iTAINrE<D _ r .. '. .. .. �,,,,r�� 'Aar �'�- _ .�•_e g=..`-<`gs. 1-12 � � SHI 51DR15 _ WTk YCR.A�`/DLORIBLS AND. a•c� RS�me-� 4•y ROOF PLANES TO �EAST.✓ FLAfFp BASS(5 Elm.•F) - 8�2?ua`o S<_`o c-'c / ♦ ALIGN WIIdJLYN GASIN6r Ix5 JAYB1f S INSLE B N • . b AND 2�HISTORIC SILL J , .P ••REFER TO DETAIL FOR _ - - t COMBINATION ROOF'.. -12 - i.,, .' /. x I] - .DER GASItYS:' 1 • W i. - MAM EAVE hTP):. .•UONfO FAYAA(gN6L�1 W w ALL49NM DWP EA'iE; +• i .. s'• M ON F%7(�BI.000 N a L , L e SFI.Ok�FtA _I y - MAIN M/M RAKE BOARD ON LC B=mNq • - L3� . . •. 1 _•n, .. _ . \ 1YPE'L'. DORMHi EAVE rTYPJ, -63A%B FASGA i / E Lu WL.9Oi.'f.ESw i6 EXTENSION IXSOFRTwrB035�C0 4- F LARED - . c ..' FLA®Bye - ON IN FRIE=(ON LN Bl XKIN6) ..• f-A �G -C- - FFF DORI-Wt RAKMM7VW15: BCi/IXD RAKE BOARDX (qF 1WIx eAx1c1N6.- .. - . ON s�aGKiNB N°r N 00 Q w , - L ry VALLEY FLASMNS: OPEN VALLEY•TEGMN CE w m ------'.ir _-__= Iiu------ - COPPERFLASMNb OR W- .• - - '�;i------ ------ ------ - - - IVAT9t SHIELD N8IBRANE. - r _ P.T.6x6 Pmr WDN LK WRAP; DEC7. RATNE BAg MgDINGS AND . , .. . LAP TO MATLN EASTN6(ifa8t f 017 no.: Ian LEFT EL E VATI ON rOverAlu .. : . date 25 OCTOBER.2016 ••ALL PVC MO=495 AND TRIM SY'AZEK'OR SIMAR•• ScalB As NOTED SCALE. 1/4' . 1'-O' • - - - - . — - - - drawn rev. - - P ':rev. o ISSUED FOR PERMITNNG snt 5 of 11 C> - mom VENT LAP OVER N I SW%It VB - ` I,VL RI05E BOARD �/�Np SMIIYaIFF PROOF .• L_ » CERTNNIEED tO . A. wW VEvrLAP - .. - ': W - - - �OVVLERRII 5/4''X 111/5' .. 12 • N 41 MON3 VZTJ A� SNINGLE.9 BY�F rr 4,12r/-ROOF PITW EXIST. C�J •� •I qMAU LHiTNNTEED TO BE DEI WNED BY rG G L91 COX .� iIT AT WNILHS WITH 12 :�.. .. v - IIAINT EAST. 7Ad5�Ib'OL, RIVGE ARE.-%_ M • /0 s 21(6 COIJ.AR TIES UI -ROOF PLAN y — — — — °'TOP OP DEL N' N LANDMARK'LLnMAR _ rr 9 U0.17 '~ •F ♦. PORCH FRIES TO AL16N TIN&2%ROOP O +✓ . �—TL ROOF 5NINSIES Br • IS . 9N• wo,LO PLYY OOD 9H• 1 7 VI h NTEED I T _ (`, OFRONRCM f�TIONS) FRANIND TO N N o . W TOP OF NEAO CASINS ` Y t fTxE) 7A05•IW OL. - (iNE1 W._ + 3 HALL - . - D b M AR b A-0 • 12 (9)2X8 SOFFITStem 17: EXISnNG�2%FlOOR. .. 1/4/- �2 V2N•O .OIST4 T REMA '.TOP OP DBL • •. . TOP OF DSL. 4 FIN.FLOOR AXTE 0-ATH.4. r •goz9D FLW W-i —j _Y LEILIN6 W(TLLgL)) r - r .• -' _ - - r .. PUTE�i V�BSi. I IEOARD GEES FLOOR FIRST . ON ER STRAPPIDN6 MMAATBRIIAL BD \ .. ON lie b - _ ANISLE OP FASCIA TO BE kY WLLTN I .. LPLS' i TO O VERIFIED - N DE1EiIMN9 Br 0.1 PITLN m (REFER 70 D1L)_ _I IN FlELO W f N BEDROOM I INC.SHIN6LES MUD HALL RocFArPOPLNe3mr $ - PORCH v 1/2'Wx RrwWv a - T + VESTIBULE EI a F TO MATLN E%ISTINb _ - p P.T.KIO �IbG' ''. sT e:1EJ ANY NR 7ND bl/LDL ON P.T:7%b ( r •• 9/4'TiG RT5NB0D .' - r`t, e/4'Tf6 RYWOOV,. t- .WFRAM1 T5 i 1'4 OLD l0: r - 91 I•,IOISTS. .:: - r. :r: . ..j 117 I-m15T5 a FIN.FLOOR/7 1IGb' IN6 NOR •ID OG - Iy`P BEYOAD e 1 �1 . , •,n. LLOSEO CELL UPaR. tr >. • CLOSED CELL IICIL We FLR. , •'A T-FLOOf2 ., A -r.. f FIRST _ ! TOP OF FOUND.... I µ ate.•.. L FIRST '�s _ u TOP OP FOUND. _ ..'- TOP OF FOUt1D.i STEM •PMIDAnON KALL 106W t } - : Ex V (I y�SILL - - ELEV.:94121/2'NA31') .. )�' 5g({/gL - 2%D ELEV.99'-2 V2'.(393I') - TR VARQYL,EgyASCW ON? (WILE- 4` 5)ILL W 9I NYJ10R 2. { 1 -. ._ �S�iL�5W14 OLANrAiOR .. '_� _ - STO 1FO I"I AND SAME Q �x `(TTPILAU;BEYOND + As NOTED INi 10'COIL.FCLTDATION i r!` , . `s;'•. to*COW FROST BASEMENT BASEMENT - CONCRETE L ON FOOn - BA5EMENT Iw°nu u+'i �nON ~� W'LNCR°NETe rcorlxG tiL ,• lB.OSSetir SLABS TO BEOI4' Foorm ,r= BAS51ENT SLABS TO BE' . BASEMENT SLABS TO BE 4'� '+ W XEr � T � W KEY f V _ WNLRETE IBOQO P5i1 IN • - -- .. .. a (dOW PSI) ', ATTALN WNt.P.T.bXb CONCRETE(50W PSI) k . l . r :'r b MIL VAPOR BAAwEROVER Pp5r5 Tp WNC.TUBES b MIL.VAPOR BARRIER OVER. ' : _• _ b MIL VAPOR BARRI6t OVER .. - y. b'YB.L6RADED 6RAV�s T - Mrs POST SASE b'YELLERADED 6W1VEL e ..COMPAL TO 99R MAx. .. V y "` COMPAL TO 1.MAX 1Y WMF'ALTED TO 95%MA%:. - T 1TEEDp 4 ORY pEISITY - i. , - :DR1'DFffiT' _ ORY DEX5ITY t _ ` 'A 4. -.. - .TOP OF FWnNb - —.=OP aF FWnN6 TOP�OOTJM , - - - — X�OFRq - - - - • L:J . ` IS ICI'VIA,WNC.NEE • `' T FW%A.BELL .5 E 0 T 1'O N A <'5.E G,T 1 0 N E3 ER!C:Ji 5 E IG T I ON , G ygpcn� i� , ' SCALE: 114' • 1'-O' r SCALE,. I/4" •.1 -0', EDE;'ri'OLM BLAL E. I/4;- • I -O- a -_ m .. .. _ 38962 e i x 5 F .. . . ••9 V0.u./-ROOF PITCH• t 12 - - _12 r0 @ DI-ZRO0rlED BY 1 •BATVWOOM 2 PLATE - _ �i`e_ s' _ 'LANOMMK'LLTIMATE - aN- - 'LANDMARK LLTIMATE = , (TNEJ J' nff INIERSFLTION POINT. EASt. HEI6NT EASED ON rrA�F.1. my m • ,{ n ROOF 5HIN618 ON • - 3NTUL%PnGI R ROOF SHIN6LE5 ON MANTNNING EAST.' � .be _m`�1`c c• - v { - �O9c �P . 15 I.S.FELT ON 5/B'COXI7 - 61H.FB.T ON`w'B LD% 9:12•%ROOF PLANE P ac i�^Pa r4P , PLYWD.SNEATHIN6 3 U4./- RYWD:SNEA1Vd'N6 ON <u c :m_.' Q ', EASnN6 FCOF RAPTLY s- ��-i a o E F �' r, ANSIE OF FASCIA TO BE - _ r'b`l�`Pe•`�-B��-e' . 1 DETBdew BY 0.12 PITON - 1�er <•�e - - • D r - 12 'LANDMARK-ULTIMATE \•f' < <:i.�rE-'.v`:4 a r Ng� a 2x8 RAFTERS*16'OL.� 7 • _ ��F IA I EAST. TL ROOF SKNSLES ON _ ` - (21RAFTd?5 AT T:W �•. �. t <� • IS 19.FELT ON S/D'rA%. �• 4.• ' .A. + r N=.. '„- ,. AINd.DRIPEDSE .. .. ! -AWNL DRIP E, I RYYO.SIEA NS, ` ALIGN NTH FASCIA ALUTM.DRIP EWE / - - - / -�.1 FROYNT PORLN. - 2z.RAF 7 rO MArCH N' IXSAXD FASCIA 'u EXISTING(2X65) •.�+� /JR - \� •\ 71®RAFTHiS•IS'OL. . A"NON FRIEZE U) �.3 IX5AN0 FASCIA pp[[Kq -- - -AYxAN(G5� ALIGN NTH FASL41____ - y - CC - .. C AT MAIN HDiI`.E-E EQ N1ML DwP EDGE - / �C V F .tTi CYp VI :. IXiAXB FASCIA IN SOFFIT I. r rPi I r C N C . / ` •P< '*t' y ,..VSVFAT AL 6M K;;U� ____ _.__ X3A%B FASCIA �"• N p. IX SOFFIT - - f S ..e . ' / LL C p. J C -0025 TOM SCREEN COVE ON1'-0' U(FR92E eOARD ON IOWE ON IN mo%ELOOKIN6 _BOARD I PANELS AW 5/1 U(EOFFlT 0�0 cu _ L W O N IX EZE BOARD �ON UC BILGImiC / I I NET. �tnNl N ,- . ON IN&L\:KI116 yyp + .. _J ..e _ Yd' 3 v Ek' TO GDBTMB ` I I .T.bA5 POST I%MEZE BOARD r D• L V v 2x51�Gr�iN6 N N UI'RYWOOD . 1X6-LO�RAm E Gw ON IN BLWKW6 m O2 EAEVE DETAIL AT BEDROOM I d 2 (TYPJ 3 Al/E DE-0AIL AT�MUD HALL , qVE DETAIL AT SCREEN PORCH �- EAVE DETAIL AT. BATHROOM 2 DORMER O O O•SCALE,I V2'-I'-0" job 00.: 1411 hate ': 25 OCT TER 2016 ' . - scale As NOTED drawn KA rev. .. A4... rev. z o _ A-6 o ISSUED FOR PERMITTINGI snt 6 of 11 CONCRETE BRICK SHALL CONFORM 10. ALL PLYWOOD SHALL BE.APA ' 3. WALL5 ACTING AS RETAINING WALLS 5 5HEARWALL HOLODOWN SCHEDULE e GENERAL TO ASTM G55. PERFORMANCE RATED PANELS CONFORMING e o SHALL NOT UNTIL BAGKFILLED WITHOUT TO THE FOLLOWING MINUMUM REQUIREMENT$: I.STRUCTURAL DRAWING5 ARE BRACING UNTIL ALL SUPPORTING 501E r v b:GROUT-SHALL GONFORM'TO.THE ` TO BE USED WITH THE ENTIRE & SLABS ARE IN PLACE 8 AT. REQUIREMENTS OF A5TM C 146 6 A.FLOOR-STURD-1-FLOOR T46,EXPOSURE I, FOUNDATION HOLDOOM54 ANCHOR BOLTS.' o y ADEQUATE STRENGTH. SHALL HAVE A COMPRE551VE 3/4",SPAN RATING W'. SET OF DRAWIN65. STRENGTH OF 3000 P51. 4.COMPACT ALL FILL UNDER FOOTINGS HDU5-5DS2.5 W/S5TB24 5/5"DIAMETER ANCHOR BOLT B.WALL SHEATHING-EXPOSURE I,•I/2", 2. ALL SAFETY REGULATIONS. 8 SLABS TO THE SPECIFIED DENSITY 1.,VERTICAL 8 BOND BEAM. SPAN RATING'16". B W/GNVJ 5/8"COUPLER NUT BETWEEN 55TB24 & 5/6" - w 'REINFORCEMENT SHALL CONFORM THREADED ROD INTO HOLDDOWN. .POSITION 55TB24. , ARE TO BE STRICTLY FOLLOWED. $ VERIFY. O o ' METHODS OF CONSTRUCTION 8 TO THE REQUIREMENTS OF A5TM A615. G.ROOF SHEATHING=EXPOSURE I,.S/5"; W/ANGHORMATE TO,FORMWORK PRIOR TO CONCRETE y ERECTION OF STRUCTURAL MATERIALS SPAN RATING Ib". ,POUR FOR CORRECT PLACEMENT. 15 THE CONTRACTOR'S RESPONSIBILITY. STRUCTURAL STEEL 6-MORTAR SHALL CONFORM TO.THE REQUIREMENTS OF A5TM C 210 HDU8-SD52.5 W/55T528 1/6" DIAMETER ANCHOR BOLT I.DESIGN,FABRICATION 8 ERECTION AND:SHALL BE TYPE M OR 5. . DESIGN CRITERIA, - GNW 1/8"COUPLER NUT BETWEEN 55TB28 8 3.THE CONTRACTOR 15 RESPONSIBLE O _ FOR 0155EMINATION OF ALL SHALL BE IN ACCORDANCE WITH THREADED ROD INTO HOLDDOWN. POSITION 55TB28 o -- i •, 9:QUALITY ASSURANCE TESTING 8. REVISIONS 8 REQUIREMENTS TO THE AISG SPECIFICATION FOR INSPECTION SHALL BE PERFORMED I.APPLICABLE BUILDIN6 CODE, W/ANGHORMATE TO FORMWORK PRIOR.TO CONCRETE y THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS; IN ACCORDANCE WITH THE MA55ACHUSETTS 5TH EDITION POUR FOR CORRECT PLACEMENT. - LATEST EDITION. REGUIREMENT5OF AGI 530.1/ASCE 6188. 2.DESIGN WIND SPEED: 110 MPH HOU14-5052.5 W/513I330 1"DIAMETER ANCHOR BOLT 4.REASONABLE CARE HAS BEEN 2.STRUCTURAL 5HAPE5 SHALL CONFORM; EXPOSURE G,I=1.0,G= +/-0.18 j4. W/GNW I" COUPLER NUT BETWEEN SBIX30:B I" TAKEN IN THE PREPARATION OF FRAMING LUMBER 8 CONNECTORS rA ALL DRAWING5 AND SPECIFICATIONS. TO THE FOLLOWING: O THREADED ROD INTO HOLDDOWN WITH HOLDDOWN HOWEVER THE ENGINEER DOES NOT ATTACHED A.WIDE FLANGE MEMBERS A5TM. GUARANTEE AGAINST HUMAN ERROR I.ALL FRAMING LUMBER SHALL BE ANGHORMAT �O FOR.MWORK PRIOR X(9 POST; O PI TO CONCRETE TION I 3 8 FOR THAT REASON IT IS IMPERATIVE A492 GRADE SO.. KILN DRIED 19%MAXIMUM MOISTURE w p a POUR FOR CORRECT:PLACEMENT;: THAT THE CONTRACTOR SHALL-CHECK CONTENT. LUMBER:SHALL MEET H. ALL DIMENSIONS 8 DETAILS 8 MUST B..CHANNELS 8 ANGLES A5TM A36. AS A MINIMUM THE FOLLOWING STRUCTURAL DESIGN CRITERIA - VERIFY ALL CONDITIONS;DIMENSIONS, DE516N VALUES FOR SPRUCE-PINE-FIR: _ 8 ELEVATIONS AT THE SITE.ALL G.H55 ROUND 8 RECTANGULAR TUBES 1--1 DISCREPANCIES SHALL.BE BROUGHT TO A5TM A 500,GRADE B FY=46 K51. A.2X STUDS CONSTRUCTION GRADE FIRST FLOOR 40 P5F LL TO THE ATTENTION OF THE ENGINEER FB=800,FV=b5,1=6=150 d0:P5F 3. ALL GALVANIZING SHALL CONFORM S °' : ` B.2X JOISTS/RAFTERS NO.,I GRADE -.SECOND FLOOR:. 40 P5F LL 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 123. " - - +� 10 P5F DL CONNECTION TO GONGRETE.FOUNDATION FB 1j50,FV 10 s COMPLETE SHOP DRAWING5 FOR ��OF�A ALL CONCRETE REINFORCING,ALL '4.BOLTED CONNECTIONS SHALL BE WITH �- S ATTIC/STO. t 20 P5F ". LL STRUCTURAL STEEL, S BOTH HIGH STRENGTH BOLTS IN ACCORDANCE, G.P05T NO. f-GRADE FB=80 �P ; (�. IO,P5F' OL FOUNDATION SILL PLATE CONNECTION TO CONCRETE: FV=65,FG=615 CALCULATIONS 8 SHOP DRAWING5 WITH THE SPECIFICATION FOR �R OF 65L 30•P5F i 5L FOR ALL MANUFAGTURERED LUMBER:_ STRUCTURAL JOINTS USING A5TM A.325' �1°�6 ERiC J. cn - IO P5F OL • - PRODUCTS 8,THEIR CONNECTORS OR A 490 BOLTS 2.ALL FASTENING OF FRAMING, CEDERHOLN4 m 5/8".DIAMETER ANCHOR BOLTS® 52"O.C. FOR REVIEW PRIOR TO FABRICATION. " ;PLATES,SIL L5,SHEATHING TLLt AIL E. .WALL5/5TOR. 100 PLF ° DL , O STRUlC OTHER WOOD MEMBERS SHA , u) NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BEe5/8 DIA , 5.ANCHOR.BOLTS SHALL BE A5TM A.301. BE IN�ACGORDANGE WITH TH No. 38962 I ..WALL5/5TOR. 80 PLF" OL A301 STEEL ANCHOR BOLTS N 3" X 3"X 1/4"PLATE WA5HER5 MINI T I E CONCRETE DETAILS SHOWN 8 MINIMUM ` r ,� W/1" MUM EMBEDMENT INTO CONCRETE. 6.WEL05 SHALL BE MADE BY OPERATORS REQUIREMENT5 OF THE a � � c ;EGKS/PORGHES 40 P5F I:ALL GONGRETE'WORK AND MATERIALS : ' ' CERTIFIED BY THE STANDARD MASSACHUSETTSBTATE BUILDI `"ma c 3P=`'"r a' O P5F SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE STH EDITION.,.. °t,, �(? .I Z AMERICAN WELDING 50GIETY: FOR STRUCTURAL CONCRETE FOR BUILDINGS Z� (AGf 301-84) 3:CONNECTORS SHOWN ARE A5 _ s L . ` 1. WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 51MPSON '= _ OZ - Wd 2.FALL CONCRETE SHALL HAVE A 28-DAY SCHEDULE-no MPH WITH THE AWS DLI CODE FOR WELDING STRONG-TIE CO. INC.SUBSTITUTIONS GENERAL NAILING COMPRE551VE'5TRENGTH OF 3000 P51, IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING JOINT DESCRIPTION NAIL SPACING o BY THE ENGINEER. INSTALLATION ROOF NW = s l.O�O NAFLS B�O%�NP.ILS. Q. cc WITH MAXIMUM I INCH AGGREGATES OF W vv� 4 MAXIMUM bq AIR ENTRAINMENT FOR ALL CONNECTORS SHALL BE .CONNECTIONS NOT DETAILED SHALL' IN STRICT ACCORDANCE WITH'THE " BLOCKING To RAFTER(Toe-w.ILeD) 2-BD a-IOD EACH ENv W 3 EXTERIOR CONCRETE EXF05ED TO 8'BE DESIGNED FOR•THE LOADS 5HOWN THE.MANUFAGTURER'S INSTRUCTIONS RIM BOARD TORAPr '(Enw-NAILED)` aZ - - x+ 2-16D. 3-IbD _ EACH END - MOISTURE. ON THE DRAWING5 OR FOR LOADS $-MUST EMPLOY'ALL'REQUIRED -_ wALL FRAMING t1tr1 V o GIVEN IN THE STANDARD LOAD FASTENERS. I"� of w " TOP PLATES AT INTERS56TIONS(FACE-RAILED) _ 416D '" 5-IbD: 'I AT,gINTS 3.ALL REINFORCING STEEL SHALL BE ' TABLES OF AISG FOR THE:SPAN, , §� DEFORMED BARS OF NEW BILLET STEEL SECTION_ S STRENGTH SPECIFIED.': 4 A NNEGT R H E' STw TO 5T=(FAae-NAILED �_IeD -z-i6D. 24•OZ. W �om CONFORMING TO A5TM A 615 GRADE 60. ALL GO O 5 SHALL B HEADER TO HEADER(FACE-NAILED) IbD IbD Ib-O.O.ALONG EDGES' HOT DIP GALVANIZED. CT.ELEVATIONS NOTED'AS "TOP OF STEEL' FLOOR FRAMING xi 4.CONCRETE COVER OF REINFORCING BARS: . REFER TO THE.TOP.FLAN6E-OF ROLLED.i �''= - - J015TTOSILL,TOPPLATEORGIRDER(TOE-NAILED)• a-BD' a-100 - PERJ015T. - SHALL BE AS FOLLOWS: - SECTIONS. _ 5. INSTALL ALL CONNECTOR FASTENERS L y -. BLOCKING TO'JOIST(TOE-NAILED) 2-8D "2-100 EACH END 41 . BEFORE LOADING THE JOINT. A. 3"AT CONCRETE PLACED DIRECTLY . BLOOKING TO GILL O¢TOP PLATE(TOE-NAILED) 9-16D •a-16D. EACH eLocK O � N V) 11 AGAINST EARTH. MASONRY b.SPLIT WOOD 15 NOT ACCEPTABLE LEDGER STRIP TO BEAM OR GIRDER(PAce-NAILED �}16D' a IbD EACH JOIST (n a) C� o _ FOR ANY CONNECTION. JOIST ON LEDGER TO BEAM(TOP41AILED) s-8D - 'S-lop PER JOIST O•N z B. 2"AT ALL OTHER LOCATIONS. 1.MASONRY CONSTRUCTION SHALL BAND JOIST TO JOIST(END-HAILED) B-Ibo s-16D PER JOIST N Q 1 CONFORM TO THE REQUIREMENTS `, 1.ALL EXPOSED FRAMING MEMBERS , BAND JOIST TO 5ILL OR TOP PLAATE(TOE-NAILED) - 2_16D S-16p - PER Four (v - 5.NO HORIZONTAL CONSTRUCTION JOINTS Y OF SPECIFICATIONS FOR MA50NRY SHALL BE TREATED PER AWPA �.- V) v +� ROOF SHEATHINGfo ARE ALLOWED,UNLE55 SPECIFICALLY STRUCTURES(AGI 530.1/A5CE 6-55). G21Ga_GGA'0.25 S'MEM5ER5 IN Q ro 'SHOWN ON THE DRAWING5 OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. CONTACT WITH 501E SHALL BE WOOPSTRUCTURALPAAELLS C/) IN WRITING BY THE ENGINEER. TREATED PER.AWPA G23/024 RAFTERS OR TT�fU`5PAGED w To IW OZ. BD lop 6•EDGE/6'FIELD 2.VERTICAL REINFORCING OF MASONRY GGA 0.60.JOB 51TE FABRICATIONS RAFTERS OR TRUSSES SPACED OVER 16'OZ. so IoD a'EDGE/a•FIELD N C CL 6. REINFORCING EMBEDMENT SrANOARp WALL5 SHALL BE AS INDICATED ON GUTS $ BORES SHALL BE TREATED IN -GABLE ENOWALL RAKE OR RAKE TRU55 VINO GABLE OVERHANG BD IOD b'EDGE/b'FIELD C sAR LENGTH - HOOK THE DRAWINGS. ALL GORES OF ACCORDANCE WITH AWPA STD. M4. _GABLE ENOWALL:RAKE OR RAKE TRUSSW STRUCTURAL=LOOKERS• - BD lop : a•EDGE/6'FIELD L -V 12• 12• - , MASONRY UNITS SHALL BE FILLED - • _GABLE ENOwALL RAKE OR RAKE TRUSS 4V LOOKOUT BLOCKS - - BO - - 100 a'EDGE/a'FIELD m ' .5 16• 12• WITH GROUT. REINFORCING BAR S.ALL MANUFACTURED LVL WOOD FRAMING CEILING 5HEATHING •6 20 16• LAP5 SHALL BE 2'-6' MIN. - MEMBERS SHALL HAVE THE FOLLOWING Q •T 2a• 1B• PHYSICAL PROPERTIES AS A MINIMUM: GYPSUM WALLBOARD - - so cooL2Rs - - T•EDGE/Io•FIELD - - 3.HORIZONTAL JOINT REINFORCING 6 'ALLSHEATHIPG job no, tan E=2.OXIO P 1 F = V=240. S. B 8 F 2 00 wood srwl FOR M CTURAL PANELS ,O ASONRY SHALL BE EQUAL date 25 ocroeER sole FOUNDATIONS TO DUR-O-WALL TRU55 MANUFAGTERED Snros SPACED w ro 2a•o�. Bp op G EDGE/Ir FIELD WITH WIRE CONFORMING TO A5TM A 82 9.ALL FLOOR JOISTS SHALL BE A5 scale As NOTED. 4 COATED FOR CORROSION PROTECTION MANUFACTURERED BY 5015E CASCADE �"ANp 2s�2 FIBERBOARD PANELS aD B EDGE/b"FIELD I.THE ALLOWABLE PRESUMED SOIL IN ACCORDANCE WITH A5TM A 153, 1/2"GYPEUM WALLBOARD 50 COOLERS T•EDGE/10'FIELD drawn KMW BEARING GAPGITY 15 3000 P5F, SAS SIZED ON THE DRAWING5. ALL WHICH I5 TO BE VERIFIED IN THE FIELD Ll OA6 MI ALL WIRE SHALL BE FLOOR 9 GAGE MINIMUM. PROVIDE MINIMUM FASTENING,BEARING,BRACING`S rev. BEFORE CONSTRUCTION. LAP OF 6" $ USE PREFABRIATED VS. STIFFENING SHALL TU IN STRICT ACCORDANCE VbOC STFC CTVR/B PANELS rev. OR CORNER SECTIONS AT ALL WITH THE MANUFACTURER'S REQUIREMENT5. r OR LE55 8p 100 b EDGE/12 FIELD � 2. FOOTING WALL INTERSECTIONS. S SHALL BE CARRIED -GREATER THAN 1' IoD IbD 6'EDGE/6'FIF1D TO LOWER ELEVATION THAN 5HOWN S 1 o ON THE DRAW065 IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL. - REACH PROPER BEARING CAPCITY. CONFORM TO A5TM G 90: ISSUED FOR PERMITTING snk T of 11 0 - W OP a 1. - ALL POSTS @ ENDS OF BEAMS TO BE (3)2X4'S OR(3)2X6'5UNLE55 NOTED a _ ((3)2X65 AT ALL EXTERIOR WALLS) - - ALL WINDOW HEADERS TO BE(5) 2X65 W/1/2" PLYWOOD UNLESS NOTED o o oJul -SEE 5TRUGTURAL GENERAL NOTES t AND TYPICAL DETAILS FOR OTHER - ( _ 4, ' V REGUIREMENT5. - •`�.3 � .,. .. : _ :. .. :. � 711 R'x I/2'LVL(IRTI •-- � a.,� . 1] =WOOD P05T DOWN IIq WOOD P05T UP AND DOWN _ `E%1571N5 RL1�R _ -��PJ05TIN6 FLOOR � �E'(ISTINS FLOOR-- v gio . .. ' "♦" _ J01419 TO REMAI --J01515 TO R@•IAIN x -WOOD P05T UP JOIS s iO R@giR' V) .. •a TECHALTARLRI- .I �•TECMALTK�LMI- !i ••.TWHALTARLME i• '_C�. FOR A'f,OLIAIES 4'CI S - FOR R A9S[lLIA - 1' -' FOR AYALIATEe- /w • . WAEAM RT PEAEM 1L M REVEW WTIIR/1 •" x � VJ i i REVIEW PRIOR TO X REVIEW PRIOR TO• REVf59 PRIOFI t0 X r✓E�YI�ATIOt1� N6 PON✓DATIOH. `r81 mpl� � WALL ABOVE a TOILET.LOGATION(5PAGE;JOISTS AS- NEEDED,FOR PLUMBING CLEARANCE)`e , ; a a i . •. .. - f(O O. p �r. ryyre� , .. .. _ _ •• F s I^ W I ti 7 P.T. 3%B P . ,q• �I, C o P.T.�X9�• �aT �T 7 7xETftustU . . .. P.T.(0)bf0 fFLIXW - W OF Ab 5 >0 W f? E[iiG: J- �7 R _ SI> , is m 1=1-5 a STRUCTURAL No. :38962 C; • FI�PvAtR1- c� � ' t Q < 0'NQ= L root .E E - ,! t r 'RETylOVA as°NGLPPON NTTEMOR - r ' - - -------- --- It,9% Y➢ ICI -- ----. .. • - - _ ,�(� .Yee- "V ♦V l/) LL L IL a' 0 N coo N v9 CO 70 i F O U N D A T 1.O N P L A N, job no.: loll P 5 O A L E, 1/4• -:1'-0:•. _ : .e • . date' 7.=3 OGTOBER 3018' '. .. . scale As MoTw drawn: RPMA - .. _ rev. cc rev._ f S-2 o _ ISSUED FOR PERMITTING `5bt: 0 of 11 rto 1. , _ a „.?r . rov > .. _ .. - '61.6•N-("6TIN31 . .t' M , . - - .. - 1,, - .- . .. , .. a : - , . .. - .. o v,- 0l . ._ ... 14'-0'r/-(E)U9TIN6) 13'I'r/-Il=XI9TRI67 14-0 N(ExI5TIN6) y eN�+0 to , 1. I k. ��n X. I �F f s�61 'j M1w O . .. .. . ` MAINTAIN 4'-0'MIN. . .. " ., . ,. ,a r - 0O. plc, .j s0` N. W. FROM bRADE TO fl¢'�.�1 �O U �* < [j� , . .. I A d` BOTTOM OFFOOTINB: - � � osl✓l/E:ft�IOLIV4 U-114 S� _. ^F STRUCTURAL - - - . - ca cn -i ; _.. .;" - . r, . ----- - O FROSTwAu .:No 38Q62 a ,. .. __________ _____ __ ____ MAINTAIN 4'-0'MIR _ __ _ __ ___ ______ ___ _ N . .. ,. R :. - I - . � I FROM GRADE TO- N s . , ..' , ,.. . ... ,- I BOTTOM OF . tr IJ' ... - . . r% I 7. FOOTING ... _ _ .� - 3 r ,�•` z. d. ... .: I . . E .. . , r . -N� 1 .. S8 T < , .. '<i . AWNING-1-0/I-0 I I --,-I , ______ ____ ____ ____________________ ___ ____ ____ _ L _ . (OR SIMILAR CELLAR SA-% •. CENTER W'EXIST.: .. ''• .a. .. - ..., I- - - .. .. TI ., b'.- MINDOW ABOVE ,. I '.i - b'CF COM°ATFD CW91®STONE .. V .. .. <.. - RD,Td X.1-0 . .. .. , - ORE eRADE P F 1. .. ... __ -. ; ..: .. ... ... . PORLk ASAS NEEOED),. . zi �yA -N r�7 �itl• V �' Cr'n ,.! ,. .. - - - - -:., -. .-. ..., • ,. I - - a' 1\ } . -:- , ., , .TYPICAL DETAIL FOR r r . ... .r.. � ' I BEAM POCKET AT LVL .. -1. . g ri L_ „ - - , , I I FORM. ---- N v . ... .: .. ... .. ..R ... .. .: , r ' ni. - e ' r. I. _, : - _ M _ 1. - .. .. - ,. .. ":. .: 4 (911 9/4'X 11 LB',LVL GIRT .. -._ o n TBD ..:I , :. v.. -. . , ., -.- r. -1 I .MEIDWAaA ON9 1 r. .• .. .,"' .. - ' I - TOF OF fANL.FROST WY.L.H. ,. .. Q�- , - - , , : _ �m e.---- ------ _ _ _ -- - - ELEv.aO'4':raOm'1 . s x - - - - i. ., _ - �, - - --- ------- r a.. - - ire - -11 r m - - 1. M . :' "-'- .„ ,.. MASON TO VERIFY IN FlHD) fi a .. .. ^ '' (OR SIMILAR LELU.i SASFU .. - CENTER W EXIST. .- ' a I : , -�. . . - TOP OF FA.ND.•5H®F. V - r .. - .. Nuxnxs:NO HUNTING . .: :. .WINDOW ABOVE- , �'.: Y :,_ , r Ui \ ,:.a . T x I F ELEV:9P-1-IlS'13931') ..; r-...'. -Rip, '-b'%I,d. .. - I I - 1 , - ym ., .- .: .. .. , i. I ,. .,. - O N _ WALL rE G rt cWvv�EE a _ .. I r r... ATo F I IF=1.. , _� - - .. REFER TO 15"ATIONs. .I , I ,BUILT W FOR ..,. ..r,. 1• a , „ '7L' :.F _ , e " `•t. ,. ... I -EASTIN6'MASONRT I / 1: » 4 L" -�-I 8 , .. -, .... '::... .,. , '- .. .. - .. FOR CELLAR SASH.-., ..I: .. �/� *. r.P Y - _ .- I ... FIREPLACE I -. ,..' I �. .... it , ,. ". . I� I ;. TOP OF FO'(40ST)A . REPLACE MASON a sRR �.' ., a, ,'. ,.. :, w- NEIGHITS r "-; ,:L I�: I .. � I - ., ... r r, Y L" YJ .V _y .-. , a_S - - ..TO VERIFY IN FIELD. - ' �.. FLEA.aO'.-0'(40M') , N �. r r _ I ..: q. . I - ,_ �'. ,, L +.' .., -,/ __$ Xq X 1 , `y,: `,; r I ,. . . , ,. 4_-' •bi € °H--•. q-h/ :TT ..f44' [O --. .. :.y -. - - i, , I. '' .. 4 ' 4. .R.. ..: .. ... .-.. .. ..k i.. - AYNIN6-1-6n-0 - /. BASEMENT s•�'- , Ei (ORS LAR LflLAR SASW .CENTER W FJOST. I, -.. .. - , „ � �• �... _ .. s - wlNmow AflOVE .' . .. u I' TYPICAX DETAILFOR • - - - r. BEAM PO' - . 1 ~,sI -i I . I I. .. . - P 0*. .� 4 � I I, ....., ., .. , 1 „r • q s r x r .. : .. .o f r .6RDEt .IZi X/iq .. _ ..:,. .. ,.- ,,.- ,. _ -. , .r . .-. , �.'a s .. .. - N - ... .. - - -: , .,., .. , - is ✓.. v41 }' ,. .,-.r.. - _ , • i-T-T I : x I' * - r _ :. - . - I - .. - . I I .(5)1 9/4'X.II 1,-L:vL GIRT I - .. -. - .EDGE OF EXISTING HOUSE_ - ._ _._ _. _._, .. .. -n. : .. » . . : .. ,_ (BE.cK,L CATIONE T8D1 - 1. - v... ,. V- , .I r . A I. - -- - r� , _ _ , . ., .. 1. .. -.. .. .. , r.. -PRd10B A00111CNAL < .. r. - -I -. „ , ,, - l _ :, k .. ,: .. 56L571Rd6 A9 r x • s'. .... ... - -_ _..t q ., .... _-. ::.. I./®®BHLI/E1CST. '.I '.. /./�/'. ..-. R' I _., +, e } r I _:. ,I:-. L6 of COMPA sralE F.. '..- g 3„ °*,('). , a �_. , - ... .- .. ., r J0615' ' 4 _,.,, ., I .I -,'ra - 'i a: .- - FLOOR a, a¢.. t.. LEVEL st GRAVE ..� - ° F0.4iDAnON WALL ` ... - :-. : :. a .. __ ,.. - -B' - .: ., I ., (CANER ea w'VIA,COW.TUBE - - 'hC' - _ a:. <� . +: ' ' 'PORLN AS ) ... P `Y ;). I - flEV.99'-0llY I9954 :... - .. ... .,a: .I I - . - .a1 :.;'_-. _ ,:.< AT lb'DA BELL - n,: � '_. ,. ,. , - l :' '., ,..r ., .FOOTING. - - a - - . 4 ._ + ,.. 4 . �. . _;. : " , .+ r ..: -W'CONAtETE YOLL ., .-.Y ,, ,� .« ' ,r- I.. i.. _ _ MAINTANR 4'-0'MIN.' ,. Q ----.I'- OP OF FQ1Np.•.SNEI:P , , , .. / - Q , - _ :i T ;, , ,,.: ELEV.30d FS4b77 r ..! w.,.: , a . , -.-. �\3• -`FROM GRADE TO .. .m -: - ::„ I t. ,. a I . ._ -LONLFMT^FOOTINS,. .. ,.... t ... .. .. ..t. - ,.... .. n.+f.. >BOROM OF FCVTIN6n .. - .: - r , I- - 1. ,' - 4 .. u - I. T W KEY•4 ,: .. _ q. i.1� I Q -< -. ._ r 1. . TOP Lf FOUND. STEMRYIALL' -. „I I .. :: r ' - Fnrel EG1AL? .'gl-0. ,.y.� - - _ .J« o IIa . ._ -.4.. ., - r - y + ELEV 99'-51/S'(99.46�1 - .,I. ac'0�_-` _:t- . , x -' •,".R.:.,r.: - .-: :w-' -. _ ., .1. 1 , Ta',. ' - - 3. - .0 dmo<e$^:`ems` .. r % I :. .;.. �': .rrC- T. opts ... u. -.: ... .. .. - .- .. L I. - I- 9-1 A � . . -t. I I. : B xllf� 3 - �nP= __ - ___ _ �. _ -.. r. % . 5. - I I-9/4 XII T/8 LVL GIRr. _ - i ` . .. .. .. : :. :::. .- - c e - I I (�,.OW4ALATI0N5 T.I J <y -, ._ . :.„ :'� r!u - .., _ , x - .. a .. :. .. .. .. .. :.. ., .., .:. . .. t ATi.I I, y .. :I: :� '..::. - -,FOUND ON GENERAL NOTES - _ 9 FOUNDAT O DETA L PIGAL)'' .. r 9 •:• , .: r -FULL HEIGHT LONL'REfE WALLS TO 9E SG LE /2' � < T -w. ` ,- :•.^: -s . , - "y_ - BEAM TYPICAL DETAIL FOR 10'TteLK ON 14')til'LONT.C01L'RETE _ ' }, - . y.9 r,, -- FOOTING W-KEY,PROVIDE 1 FAG OF 5. , I + . ' _I 'i., :r " nt.GIRDER'- :t _ RESAR 6 TOP E BOTTOM OF WALL; .. . - .i AWNING=ld/I-0: : e ,. .,. ., ': - , . (REFS!TO DETAILS ON A-U FOR WALL FRIGHTS) .. .. - -; ' r: "�. A CR SIMILAR CELLAR SASU CENTER W E%I ' s• - - - _ - i . * ...-. I a = V I ''O.:.0 to � a MaNnes:No NRlRi1N5 - 'winDAv .� .. _ ., r .. N .' - RO,T-I X I'-0'. •. .. '4 '. , I I-_ , .,S 6 ILVANi�N 2'fb TREATED)Wi 5/B•x17. _ - C . . 'a' k' , .b - - w•PROVE! STEEL ANCHOR BOLTS•1'4•OL.MR AND - = 11- .• ... Q ..R W FROM CORNERS.BOLTS SHALL ENGAGE •'C. Q) � - . a ; r .i ,. i.. : 1®®SON DOSL- -BOTH FLATE5 AND BE FASTS ED W 3'10'RATE KAt8R5.4 TOP OF FVR FLOOR _ Q _' N. . .. >. i -.. r` FlO01t J0E19 n�tE SHALL BE A MIN OF 1 BOLTS PER SILL wKNER.. .W , (EXISnR51I .4 _c . ':"',.:.' .. $ TO SIT ON UPPER SILL.Sff DETAILS N016 AND SLVEPA-E.• TOP OF FOUND.AT WIEM, ' �' .._ .•, 'P REFER ro ELEVAn ; ..�' FON OR.54 FOR ANUR7R BOLTS A11D of1ER.LOMELraRs <-B.EV.40•-0'(40001- L 1. DNs , -.. , .. �. •. .• • '- - - - -. FOR CELLAR SA31 ., • '.^. '.-i .: i- .. , IN MA"TION. OF`}JPI SERLLSIAWTKTIT2E r0 BE E �- .iJ E N O • .�� fORLHJ n� . . _ I , : _ w TOP OP PCO O.WALL/SVEI.F N. .- t �. �� '. 0 ` l • .. ' -' I F I .__ -A -BASEMENT r TO BB W CONCRETE, _ ELEV.39'-1'V3'(j9 41') ±}�a-- (V 03 a , __ _____ ,, _ ___ __ Y L - + ,. • . I (BOW P5V W MAN 6X6 wl.a)OU.4 WIRE', _ ' . .. - I ' i MESH ON 6 MIL VAPOR BARRIER 'K-R - - I - .. ", , I (9)'I 9/4'%II T/6'LVL GIRT' i . OVER 6'YELL-GRADED GRAVEL.' =. c �.�.�.� 1.. r., . I 19fl-OF4IOGA_l T8D1. I MP TO 95A1 DRY DENSITY , ..N 5 iREBAR `•�/ n� - O ` ,- r. I NEEDED BELOW FJRSnN6 FLOOR - C 71*TSAR. T,N r MISTS ,. 1._ _ , . : .- r.. i ;:. .. .. .ON34%NCREIE WAL. .Y T- - . . • 4 s _ . v 1' I STRUCTURAL FOUNDATION NOTES :b > :,70 .M .. ... , ° ... sffT .. ••. -COMELTIONS OF FULL HEIGHT FOUNDATION, -CLEAR LP/Ht FOR REt1iORCIN6 TO BE 31• ' s,. a TOa�ARYn flASED ON�EXISTj F .. I .. , qq . ' �_____ ___. p ______ - WALL�TO FROSTWALLS 70�SELUREp W' TA6AINST FLGV'RB.EV.CHAN6 MLE 9 - ' TO BOTTOMS CFFOOTN65(CAS V MAINTAINING THE'___ 'job(10.: T417 . .. ' I _ KEY(CAST FROM 1X4) .. - -EARTW AND 1•AT SIDS Of FOOTil165 OR '' i ` : WALLS. - : , - , FOOTING AND SLAB EIEV . _,.: -. .. -. I .-YNOO4TO NG TO BE FL� ... .. _. Y �,--r---.. - C9i FROh]Y 50 L. -SEE STQGTLI RAL GENERAL NOTES. .. .. a dBIB 19 OCTOBEFR 701E . - , r FOR . ' I a _________, EMTYPI�M TA ROAR - 1. _ .__ ________ • O . - COXGfEfE STRENGTH MIN FC 9DOO P51 a ' - - - scale - As NOTED I AT 18 DAYS - . -ALL STEFL COMECn0N5 wB_OPO if - 37 9 REBAR. .. .. IN FIB.D.REFER TO$TFL1GnhtAL T1TaWf1: KR-4'V . 1. � GMRLALpREEINFORpCgINC6pRB.gEApNgSpTROS BE ASTM A615. DRAWINGS. . ' TO BE 8LFL5 Ai I3'-1TNCK CONCRETE Foon _ TO SW.UT$LAG - TOP OF FOOTING EBV. . § TOP OF FOUNDATION WALL TO - u . - - '- TOY ABOVE GRADE -- - •: ..• CONTROL JOINTS-NO'8166ER 5ELTIONS - - .. o TfVW ... - - - . FOOTINGS AT'�, FlR@LK,E$TO I GOO SaIAFE FEET 6 . " - _ ; E - . ; W�K5RMAR 0 8-OL.F OR PWM. 80TTON OF FOOTING: p iev.' i. - - - --- _ -coMrLnaNs of wu'HI�IGHrc FaxDAnaN.- r 1C ,r - - .. WALLS r0 FROSM4LL5 TO BE SWIPE 7 W _ i FROM 7X4) _ a-e ;. . A o _ - - . : 3'd a'd• DETAIL AT FOUNDATION I ... 1 . a ro s_O ,.-0. 0UN'DA..TI0N PLAN _ 1T-0• SOALE-r I'/4' .'I'-O.• . . _. ISSUED FDR PERMITTING .STIR: I: of 11 .. . .. , . - ..: . .,- , z . - -. E CD �E%ISTINO _. .. MA 15nNB - :EASTINS - F'LAt.^_ r o EWA f m L ''' BO AL: - ..: MAL 7 -, 2. I x. I 11xY x xzx xx� Ix� I%x IxR Ix4 xn EI?IC J. N�g � f� � �� Y9, zed .' e2 �' CEEDM,,110LIV3 ° s . NO 38962 rl.to 0 m DLYJR y SCREEri ' -. ,LLLL ,I1r IIr' G. CUSTOM SLRID! • Tf 'T� M PAM3,S..,(ON�4.': .. __P.T.b POST o" /y . - • _ e. 9. y. 9' I: I TALL Rw+Si 'X And• •t LASEMENT 2TOMYbOD BD ' - _ FIN DI 1 t = q RD,2-1,9wDE%S NISHI ____ __ ____ _ _____ __ __ . _ 'F'm FRENCk POOR�STOM WOOq('� I_ I%41PE FRWE O .. .. S. ON P.T.FRAMR - • .CASEMENT•G/STOM YIOOO `. Ra.,2•b X 0-0•' _ n, 3 wDE%S w z, .: - I- I I I ;ftl_ SGR�EN "' +,• I 2•lO x s-0 DINING PORCH. _,I?� 5G .EN' c xDDOR,unroll E510 al al 31 PO H �I �� rn . N n w roll Kr OOD ivaLNs 3 woe X s weF °W 1` — n s,9 DE s 5Hl A,.2-10 X 5-0 It I a w` r , r • i r, oe i , , i pp qq pq v , I, A .. TLM wM� V : gy, CASErENTOISTOM WiOD _____ 2xrv' xn, ry T - EN -T T 2wDE%9N . ' -.a'`' �`O N NS 9wvE%9 ' - _ " RD.•3�X9-b. RO,3fi X4.0 d L. p - O F KITGHE N r OM V, V OO ✓, : , 4 + CASEMENT,CUSTOM IOW .. m _ TLN, •W r r e : n•:CUSTOM •tA . r � wDE%3 NI 2 bN1 N5:.3-6 Hl r .-� `� o - - w ,�'� R0,2-0X9-0: d I ri : u� u� , ,r 1, i i. ' i r , �. n __-_ --1`. ' , . ' ft ' - _ - .. � - •. .. e; :. '.�. . t' - . ... •, STORAGE , _ ril 5:� •h,'W< -• - • -. SEAT/CL9BIE5 - 'PO 1 H' ry - i. 51R� 00OC-'A'mw NANneKET - *. .. NA.=U SUUE 0006ASLAS 9W + w s i I°n°�x o-ll: ,_; A6 s••v s'a• '-1• .: 3'e• r-e I/r 's•-�In. _. .r. •s - r . I_ s - q - .. --------------- • 1 ' , b Pi r CAST OM Y. LASEWN,Dn GM , - PTR C , ` nNs,2wDE'x'3x16r(I - ,. .W _" R.7 kALL LNDRY... -; oAsaru+rrLusrLM N•.;.,, ((MMA�NN ' .• RD.i.3.O x 9<_ M. g (MprrlNs:2 wDE z 9 y `•( O :GE1�tAL PLAN NOtEi' - S •�c' ti ., , __._ _____ r � -ALL EXT.YLALI.9 TO hWTCN ExnTINs — — -,��aP ,B Y ( t >;� 3 ALL MAP TO BE 2%45016 — .. AL.MA NOTED OTIE3iw5fJ. <a�v =0 7<`— a 55'c Tie =ff^ e$ ti. - .. .. rarazrs Arm li@!LN DDOR ro�asroM . , DOInI.E•rlRlfi,O15TOM YWD - -Rm O6TOM rVOV ~ ..KK OM VOTH PNAIMM�FA6STAI •' _, ? i - • x k N5, 51'STH•1 N SPECIFIED A!T!E _ f RO,2-0 x 4-0 OTN ED.OF MA55.STATE ULM LODE ., : P LINEN ATIEIRL9)�v ''' ATIOtn FOR M.MIN ; }' INTERIOR DOORS R CASED OFENINS LOLArIONB - •�' N NOT DIMEABIOKED ARE TO BE OWN 3 STUD- O'- N 'BEDROOM 1 ; - BEDROOM 2 - _ - - (o`R�c IN�F BEST K&L A5 SHOM IN PLAN N C _ § 4 fi i P , - -MUD HALL moons By sIr>PsoN O � > � - cVJBLE40N5eG5TOM r oov P4' .. D•'• '•4 .. 12'•I' - RO 3-0z dtlS�Y .r DaLtiE4ux5.OnroMlmo r - N5:0/b .t-.r Q Itz � 000 WALL/DEMO '-� 3000 . 0 N T -61 - 33 7-0I!Y 7-0" 2'-0V1' �9'• VS" _______ Y BAN�RFM TO }+ �T—(, a e B TH.I BATH.2 - 9 s �N5 hALLo To - . ._ _ .. Q"m- Ov LE°M O� ,.. N3r wAis - job no.: 1411asT ' �q DEMO NOTES - - . date 25 oaroem ZOI$ ExI5nN&VA&W NDOYIS t wKLS - ' BE REMOVED AND PATOW AS scale - A5 NOTED - - Mo •1 NeWED OR REPLACED AS NOTED. _ - - 1V IO• .. . drawn: Jcnav rev. - - '�`P '� •. _ - .. - rev.., ax ox _ 9 A-2 4, B•-0• .4' s'No• Tom• s'-lo• s'<• og 9•-0• EXIST.,.LIVING AREA(TO REMAIN) ='814 S.F. o F I R S T F L O OR: PLAN PROPOSED LIVING AREA =498 S.F. Tc sc T-0 TOTAL LIVING AREA 1,512 S.F. ISSUED FORPERMITfING snt: 2 Of 11 o . � 0 ` .. fmy CUT INTO ROOF FOR WINDOW ACCESS;PROVIDE COPPER M PAN FU9NIN6 OF ----- ---------- - ,------- --------�'__ F.� .: r' :,� ❑ T 1 . - a�\ .;, .: : ': • .: : .. .. a a a a dNa a a .. c e r d J £ ['HL� a UGIURAL —t E S-fCi T17 33962 to ci I _ r I I I I ' `- - --�------ . BEDROOM 3 § _ _ BEDROOM�4 (..) F Cm RI EXIST. LASEMENi,CUSTOM WOOD CUSTOM WOOD ` CYR IN MST. O Q � - �r O � NTINS:9 WIDE%a N16N) OPEftP16 B'-0' SC' I/ -2-1' I'-S' .13'-0' - 2'd' S4' _ 9'-a U2•d_ OPQUN6 - - R91NnR5i 3 WIDE X a NIbN) u a .RDe 2-0 X 4-0 RD,2-8 X 4 0 - V- BATH 2 We ,_ .: > _ 0- - • .. -. - - .• am Ix EXIST. ------ ----- - BATH.3 L' _ LA>ENE3lf.CUSTOM WOOD ' �— LTR:M EXIST. CASEMENT,CUSTOM WOOD .- NG 3 WIDE X 4 NI OPENING n QNNnNS�9 WIDE X 4 WGHJ _— . .,2-0%4.O - '/ - ..OPEWN6 .. : - R0,.2-0X 4-0 ALIGN EDGE OF NEW DORMBL IST ( , I� Ir II II I EX .. _ ALIGN If'IALIS J a - .. . .. .. D*1 a ALL' r� I _ .. .. .. .. I -. .. ' .. I 61 PLAN lblEs: _ . - - -ALL EXT.WAILS TO MATCH EXISTING .. ARE-,A*; a'5§ . - .- w • _ ~r ALL MT.1N115 ra MATON E+OSTINS • .. _. .. .Na✓ dd- .-J 8 dd- - d-,xq' L a WINDOM TO 9e CUSTOM WOOD AINDOW9 _s WITH NON-U�ALT-REVSTANT OLA`f _ I SYSTEM EM AS SPECIFIED PANELS LAND FASTENING Y' _______________ 5Y51ED.AS KASS.STATE THE cr3t$39 7F' s�`3 _(RE M TO MA59:9TAnc 01:W.•LODE. s _ o aa� -- P TO ELEVATIONS FOR MUNTIN PATTERNS) u.o u fl e �•`'c..e . .. ' • --IHTUa DOORS F CASED OPENING LOCATIONS NOT DIMEN 0WO ARE TO BE BEGIN 9 STJVS rP41/2 CLOSEST AS 5HOM IN. _ N +J NEPI INTSZOR DOORS AND LASED O U - - Q p p CKWNGG TO T��IGHT K F p fx xp x : REFER To ELEVATIONS FOR WINTXIN -� N m ' • , ., �4 g. ... g aZ Yb ` Yg: y R.O.!EIGHTS AEOVE SL9FIAOR O..,N >•_. mx o F --E WALL/DEMO _ N I I , I .. ------ ---' -------- TO �J{ ------------.�• WAIN AND ITEMS _`+.�^ 4--� ' - - - -------- REMOVED - � �LL.= EXI5nN6 raus TO = N CO O N .. REMAIN Him WALLS A5 - _ `DEMO NOTES Q - . - - - EODERVVED AND PATCHED WALLS TO BE ON REP ALE PAS NOT AS D. .ram®oR REPLACED As NOTED. lob no.: lal-r I • .: ---------------------' -. date ns ocroea4 301G -scale As NOTED - - - a drawn: r,NON rev. ' S E G O N D F L O O R F L A N OSEAD IL I IN&AREA �aa S.F. _ EXIST LIVING rev. • • ` - SCALE. Iia^o I•-o• - TOTAL LIVING AREA =854 S.F. - _ A_ 3 o ISSUED FOR PERMITTING 111 5 of II e; .p N ca R. • - r ra 12 t o OF 12 FAST. rl . N 0 . •1j�`P , �» a . Yj RIC J. , �Df15T. tO U .. EDERHOLM PETAL FOR— CCOOM5,5WER AnCN STt,�RUC�TpU RArI�LrA LA- ALIIS. SIL PORGN ROOF PRCH TO VARY V ® 3�39()!. ,,I• AS TF bNDOtaoee�slocP't&�rawNoovl ,YLC.SMNGLES YY �_ __-----12 ----_---'--` R.^i A gee° .FPEAVED CORNERS LARED BASE ALIGN EAVE5 �M/ SEGOfm FIA IB'EXiBFS LCa IPE DECKINGtu ON P.T.FRAME ° • TYPICAL ELc'VATION NOTESS1B BOON �:15FLLYJR.�BFICEDARRQJFINS: 'LAMMAAK'ULTMATEBOAf� .. TLROOF SFdW'IS BTLERTAINfEED _f S D NGr Ya1172 CEDAR�ip� a - rF R O N T E.L E V A T 1:0 N P,46.1%S(8'%B�'IRPR NJAvSCALE. I/,4I'-O , L MINOaA CA51NG: LCS JAr EAD CASNG W OBCORAnVE51ANGLE BANDAND U HISTORIC 51LL DOOR CASING, Ix5Jt RATIVE ANGLE 61 a MAIN EAVE(TYPI: UO/M FASCIA(ANGLED)- i' PV ALUMINUM DRIP E05r, 1 �IxSOFRi Fv FBo2s cavE ON IX iRIEZE(ON Ix BLOCKING)MAIN RAKE?ET.RNS i "YZ RAKE BOARD 2 $.oON Ix SLOCKING ' °°DORMER EAVE"J: I,Kj/INB FASCIAL o %SOFRIV �IgCOV�E�ON IX MEZE DORMER R/OCEMhM . IXiA%B RAKE eOARO.. ONIXBLOCKING. 'B�e�=—1URN. dR'E XINGJ �i� I _ .�'oVALLEY fL/v81NS: .•OFEN VALLEY•TECiRICdE W ,A.. .COFAHt. INGC"IICEE EXIST SIwLwR • SN M 4:1 BE ETE PITON - Q .TO �NED BY POINT ANTT MCAEMK iFE 21/2'O' A'S - COWMNS F.T bxb POST.A E Ix OINE S AND W AT 4:11+/T5 MAETGN EXISnMNGD1IFEFE.3 �IS QALL PVC MgDMES AND TRIM 61"AZBCCR SIMILAR••aELOST. V)EAVES ♦ ,� - -• .''I� N - COMBINATION ROOF ' - a•L~. . YEAVED CORNERS t - •. - - SECCOFID FLK L - - - LL. . - - - FLARED BASE r \ / - ../j . _ - •f 4 • !� O N 00'0 i`. .. B.LCO TYPE$• . - - - - - T— I0MUNSONW = PANELS H�NGLED r - - i SM FLc�Te job no.: LaIT 'FLOOR — — — — — YET FLI .. - •_ -• .. date S 25 OeTOBER2016 .: "scale AS NOTED • ON P.T.FRAME ` drawn: Km 'A" Ix0 RED CEDAR L f .. R I G H T E L E V A T I O.-N " '"' soar BOARD rev. SCALE. 1/4' > 1.-0. rev. POST YEi IN 1; . IV RL.1x5(BYD IN DWJ R A-4 o ISSUED FOR PERMITMI 5nt 4 Of II 4 : I —` 70 `a I iy I F ( 5 . • e+� --———--—-.—————— 1 I o a. ' r .e..e.�•..�-s E%Y STING I.B-NT-sE LEVATI rw CT .. v W4 N " E®,,h of 8am$table r:� v •.ii11{ + �EX19T-1 N6 RGA'R G1IV ATION _ I.. • - EX15TIN& LEFT ELEVATION - " ` �- x•- � ' `' y.. —mom=u�L aSuE_ H. —bon _ _ > • ~ —ONT ELEVATION RI.6NT ELEVATION w O Lu E � U roL Q o �IL m I 'X _DEMO LEGEND `i "' .. �• ' job no.: Ian date �o,uLr nola — — — — AREA OF PROPOSED — DEMOLITION wale :i 6 a� drawn; K MW I oaoo o �❑ . I a rEV. a / EXISTING 5TRUGTURE rev. TO BE DEMOLISHED LEFT ELEVATION REAR ELEVATION A- 1 f ISSUED FOR REVIEW snl of REVIEWED AU"' 16 2016 I Town of Barnstable a Historical Commiss€on a. ZONE DIRECTIONS` RF IRFOD) From Hlvnns Take Ro to 26 Areo mn 87 ^:5F 'ii o Cot t Toke°left o I,hts �•"n 1. �t4 kc'2j ( ) ) on M.P tool A .ter gild _ .Buffer Zone Calculations \?� r�6 fron tone(,mm 150' U�T� y��,�, Width(mM)no Po Pond intercection .oke o 5 3:1 p f Se(oacAr e, ant_d,rf dr Veway for13j. E 1 1 1 rorib 3U' 0 50 Side 75' iUTURE ra; 242 SF 6�r?i6:- PAPO 111 ?' \+R'• ' t P3'-_ r`Y' '; Rear)j' :cgxAC" 'ia 3 I. SF.�SF eLD FEMA FLOOD ZONE a :s.<G;SF Zorrn>X,29n AE(Et12);'&.AE(cL14) .:_. - ___,_ .. So-Do 1 �,;T �.•�' ��:,'•/ Map y'25001C05+3J&2j00IC07o¢,1•" 3'a -'_•e�e°. e/(.Jwy 16,.2pi4' 318 191 SF E.0 1.217 4 REVISED GROUNDjNATER' I PoP - f / _ - °ARNO $I8 te5 O8RPROTECAON.OV�RLAYDISRICT: VTICN PLATFORMS Map AP-- Aquifer Pr r rap Diet �t pis n°�,4ran°w"kA �pws Location ' T reml-aD.sF 1-=IOOak ASSESSORS REF.: WELLS0 0° WELL r . 116 =':1:7 Sr RLD♦1,150 F VA nO Alap.O�6i parcel O<0 - O (/'\}� i� 1183 1,5-16 S-a[D+.4 c SF:PA DO rt 1,50J S PA nO. r t t 9-+y Sc I / (50 SF 2i b/SF)X 4: --7829:Sc i -(9.329 SF-:-:1.217 SF,X 3-243ii-S- ' .T for Rea ad:= 6.5t7E SF -Te1N Pr iw =F I y t e I50'Bffer Er.ePt fur 0—vt,Pn Plet.ams .� �.: * / NTURE GARAGE.. I FLIT GARAGE tb67 - r lr / / RO ` L --- -- --- , -_POS t - - i Cj`� JO //x D l�EIV En 0 / \ Coto ," -� '� .221,616tSF 5.09tAC to MLW "w_. t' - - -'" - - z>sr i . .�� - (IsabePBamun,etaL) � <� 3- -cavvEP.rar TO IRRIGA nwT /t,,480tSF455tAC toJb•1LW .. �. /A EXISRNG DOu S1.7c MIL 70 S \ 11 I / ..(CharlesHaoorre7l) r Lot6 ( i' ',� .� ! "' + -: • / CTF.209424 "192,6ztSF4.42tAC to MLW i / \ ', _ -(The Sluff.LLC) ' I APP _ CTF..201425 1 256: I l •af r. Av EI -_....� A tivrlce w,l SOS.R[SERVE MGCMR'i5.35. - ?N 7 FF I O,b -„ 12'6 Guest Room Pit OP6 ED 8 OCUROO:VC�. B:EaDRC i y/+ /5o RE RV� SEPTIC N' � / Y SEPiIb � �. '!•. I . \ - ----/ ::.... .....,\ _ O.. l 'PRD�PO�° �UFF , APP I M V C l In O'- -/ P.WSE / C tTAl Lt> rEzist 9.SYs en. Z X ` I ✓ / -} - I / LIA Qoncc wiln £� Z - -- F-'72E �1 / IOCt R/S 354 _ ,1v £sr _ Tu- - �R3(i _ _1,::�y O�;Hg� , �.,.< a 7 O �i: l� -r.. 10 // /rr /r/(•r;rr/r/ir/ TN_yJ. � _ 2.b T ( T -TIs _ N .a;t:• W O L -J .. `\ ON 4 4-� O O; PROPOSED L O O Z 1G,�vn pu � . PROPOSED r �83 p - r RELOCATED OYgLLiNG.. iH- .,r •PROVIDE,O�IP�DOFS RELOCATED OwELUN I PROVDE DRIP EDGES FOR ROOF RU OFF 1' FOR ROOF RUNOFF .: i _ P RELOCATED tvELUNG FFE 41.0'3 O: 7 FFE 41,5•s" PT m ) 'PROVIDE DRI EDGES• .. T. FOR ROOT UNOF; 1 PROPOSED PA n "pAno `(950 S.F.m) -.q .. - . ': rr/? r:/rrl r/i%•r//////�ir(yf50rSR;t): I o"OL i/ r I :' ■ � '' -� / 8i -0-S .. PA f0 t.IWK i -.. _ 50 rSi00 ' I / aa« I� �. ,� ti rr ✓ d yrrrrrrrlj' DISTURBED AS j LL_/ XSTURSEO AREAS/ / CSn REEO At ' b HC RE ORE w]nV PROP D \\/ +T\ PROPOSED✓ fO AE RESTORED tVt !' ! T°BE RESTORE M1 nl Y-f1EA -I PAtn !i ;� DRY:AI ADO - 2 OR JNA IURAL STONES- .E;fy9 _ N 'l OPY btEA00w P) OR APPROVED&S N ION CONIR AfIN J ! I �\ //r %SR vIO CONTROL �i//ii/ EROSION:CGNiROL dTIX �: TO PERMANENTY°EUNEAr' CJ ' T2 QR 3 NA N.RAL STONES RESTORED..0''HUFFER - ' ,. 1 f \\\ PAP ATH 5J E r 7RCVE0 EDNVALENr y, .y :. 9 50 D,WORK LIED,. '7` PROPOSED, _ 70 ERMAkETI iI.;021 A •..:..... .. ..,. i T1,nD 5(eP HAY BA E /;MTH SLT F-n.OIN R STOREO,5ff,BV FER PP St PRDPDS b OBSFFy.WILV ? a S .` _'�ATFO4A A 7 GRADE(4 ;3 F. I - - 'I _FaA.7TOrM AL O4pDE j /j ;, FINAL LOGTa�/SHA„E'SKkLL, vnNW. ' 'm 29 A'RW ST,NG;PA4�r/ `vl�kO ADaYISTcC•T�glD10 VEG7 ION Dvl G',:Pvet 6 K 1 l7 DH!'FPO5ED' S�:IrAT7Df y JvlATURASZC4 _ .: PFROVED f IV L P A ORM dT ORADE{1M SF/ T pEFM O a)�TLr� � 21171EAi.(, L7A't La A��ASR22 NhL B \- � �� Rf57DR O UFFEa - FI H]AD-.k15 C-1 YE,G•tADON". -T ./ u5h m Los e e .;Y -0756j.,16 2ON AL ti": o v- 8 ffvm o/Belk ...... At L X: r— -- - _ °= D 4n _ ... ... -. _ Legend: — _ tt�` -C ta!BeoUi� tiyl T•2 } ,Y f M1y M :NO W f E1 1 d'NCVD'2929 ( ) Coniferous::Tree. Coturf BayOc�ucd -0 G y G-0 ula;ty yore Frdol VJ- IYnil —ayw— omrn Pd w Revision:Add Comments per Heollh De orfinent. .8< 2016. 7177 F. PREPARED BY: PREPARED FIOR: -:NOTES, Site Plan Proposedlm rovments i me GtufE i+i c, e( o! , e property ne nfo ma cn sn6 n as 2 At tnoneering&CapeSurV aamPT dd:Trcn avanld rDccd rdrm non. ivan Consultin Ina II 21—1 6 y R Su �-C br ftleO 02555: 7:) Th top gr ph c forma os ao.arnrd - 181-185 Putnam Avenue (SO ij 4283374.kQ B.65B•7 P.*r Raa4,Osmft,MA 0285E .m-ss.rNO''x° a ha qo,d'9U ev Performed on seci®w11li4enm�n aom;wktiT,sullirercn@n cam nr et ee-24/fE8/il dnd Od r21,27. BARNSTABLE coluif) MASS 1 Ora1h JOD Field. W,-YKIKAR ... 20: 0 10 20, <G EO 3.7 7h da ^T ed s h'gVD dd, o.fired mean n` GATE: SCALE: a f Review: J00 Comp./Draft/Review:RRL sea veF-dot m.. 1 v June 20, 2016 1 =20 - Projecc Droving,i C527'_TG2 eX1 i. o E _ V _ 14'-0'•/•IElU9nNBJ 29'-0'N-(E105TA16) - la'-0'N-(E/05TAN6) LL o � - • ��P��N OF Mgss ♦ �, V MAWrAm eo`�"rroM°ePC KK POTo°rN6 O? ERIC J. N o « f CEDERHOLM o m STRUCTURAL *0v� A y T wOiRr`°°'ARr4`"-0 Mw 1 - NO. 38962 , • FROM 6RAOE TO r--- o ' BLTTOM OP FOOnNe m •�•� , ; ----- --------------- rye" r , APBNINS-2-M-6 __ i i <�� (OR NKLAR I491AR SASW CENTER IV EAST. i - MINDM A50V y OP COWATED CRC STOW Roy 2'-0'%I'-0' I< 11.OPffl¢LEVEL OP snpE GRADE• F @yI PORCH AS NNEEDED) 1.9 SI C 1'YPIf.M.DETAIL FOR ///��� GTT AT LVL OIRDER i, —= BIRDE2 CAST]JTa KEY'R N r r FOlW i _______________________________ _____ ____ ____ _______________ . (9)1 9/4'X II TAD•LVL YHRT •-` — Cf gS E —BaoPULoc6noHs r 5DJ 1 c. 1 �. DETE � 1 --- • r _' i4o • Ip'4 IR' 2'-T ICJ' � � � '� ✓� R..R 7 . APNIN6-2-DA-0 MASON To VEUPY IN PIgp) xl ELEV. 2 E BUILDING DEPT. DATE C (oR 51MILAR ceiAR CENTER W MST. - - TOP OF "TIN5,NO M.N n PUNDOM ABOVE ROB 2•-0'x T-0• I \ MALL N®61D UhAIVE+a{ m e cwwAu rTODiL uAfO' ;F-I ";F-I y RE'Et TO ELEVAnoN5 - SALT V FOR , , POR CELLAR SASH E asnNs MAso RY y HEIGHTS TO VERIFY M FIELD ' I f �'q- �34 A. 54 EILY. (40 EPART x, 4 EN DATE Q,I BASEriENr AR (OR 9mLAR LeLAR SASW CETER M/DaST. - , , , •, ._._-—• c RE U1RED FOR PERMITTING BOTH SIGNATURES PIS/"ABOVE , iTYPICAL DETAIL FOR ' M2'-0'X 1'-0' )//—j� M PDGTTATIL __ _PER I aZ Al/q •' % I� �g44L444 �''ooL 'T-TI( fr EO6E OP EXISTIN611PFE (S7 19/f•z 11 t/d'LVL 6BRT1.y, , •"•LLLLLL ', y NEOMALYATION9 THDJ , - /' ' a �' IM N®®m211 O09T. �'4.. 6 OP CQPA STOW I - g QN I FOlIL4An0111ML�L�A •. A6 RLoaaL6o P(It�EVmm a ) GRACE�. Y. ( gI`q§ i, DICL� 9T-0Vr rJ494')� • 1� - _- I xY CONCRETE MALL - JJ § TOP. 'W(5 .FROM 6RADE TO K ON 24'x lY EtY.98'-0'PJ4b1J BOITOM OF FWTIN6 CONCRETE FWTiNS _ TOP OP FOIND.R STEMYAALL EGNL- -EONL �9•-0• 9,-0 c4p EIEV 9i'-0 I/2'(94i67 ca 4•c' , - , e I SIV xx II VS'LVL 6IRT Ab _ r by l (y 9 Rf3PA e'p§<g8-•�� IN s.Y r r`e:€� 35�'528 r es .oe es 4 t FgiNIDATIQ16EFtALNOTES, FOUNDATION DETAIL TYPICAL) - S@ TYPICAL DETAIL FOR - -FILL TICK O jrXI QTE PIALL9 TO Be 5 C.A L E. 1./ 1'-O' BEAN PST AT LVL Io'TALK ON 24'w2'CONT.GONK.T✓ETE 4--' 6IROM POOTINS PV HEY:PROVIDE 2 ROM OF'5 H NwVA calm CENTER w E ( i DTOerRv eorrom°i PLR wu asN s! Cn� MMn2-NO 1'-W 9 -SILLS NI N EEL L S 0 2'-M/f.RK N W V) w PRNW AVOITIONAL 9 6ALVAN12®STEEL ANGgit 80.15•7'-0'Of.N6R MID N yyygpNN��DQSL •12'FROM CORNERS.BOLTS SHALL ENGAGE TOP FIR BLTH PLATES AND BE FASTEED w SW RATE PM HELM _ '�i�y -e O��/ �. }, F1001R.171eT5 1 ON UPPER SITHERE SHALL BE A LLN Sff DETAILS NOTES SGEDLIE - TOP OF PQRID.AT�T@I/ (C Ly V ` F RffER TO ELEVATIONS t- BtY.IO'4(IOAO) S L E (� O FOpNR m Si FOR ANOtl�R BOLTS Al)D OTHE2 COR6'CTORS C FOR CELLAR SAKI - DI FOUIIDAV � I SILL A�TKPo�ROIj� e ��T � N , r — _ _ °'12U2 211 , TOP OP PCIAID.YUll.1518F -- -' _ -BA96+ENr 5LAB9 To Beae e•coNLRere $. E-�' - .�^ . P1 00 N 6 PV PONI OR AIMS.4 POTiE Q (� •N•A C '� II T/9'LVL GIRT OVER ON VI NSL VAPOR LNiNIER ,x G .. —fBE.%O ATU?6 THDJ �KTED TO DRY DENSITY N N9 REBAR LL '. ; t - . .. ; - _ ----- ----•-'-• _PRovlveAornnoNAL51LLaFURRIN6 �:. � L,� . .S NrW 51LOM EA5TN6 FLOOR r,•p��L (2)9 R®AR N O ON 24CO xNL •TE RILL • O r Uro ' CONCRETE FOOTFA STRIX-TIRAL FOUNDATION NOTES a - r , Ab Q LOResnrne Q FILL 1416NT POUIDAnON -CLFAR COVHR FOR RELF'ORCUN6>D BE 4' I? g�•ggE O E'pSIT ' ' i MALLS TO FROSTMALL9 TO BE SELUREVD W TD BpTTDF19 OP fYJOnN65(LAST AGAINST - FLOM 0 CMNl6E 1WILE A_____________. ____ , PARTW AND 2'AT SIDE OP FOOnN6S OR ,Y I- - '-' ILASr FROM 7)(4) POO TA AND 5e`__ i ( ems. ��a �nM��ELEV. job no.: lan 1 -NO FOOnN6 TO PLAL®N . •- ------ ------ PIAnBR aR AROffi!901E ,-5M TYPISTFCNRAL 6 LS FOR Nora data 29 OCTOBER 301e �T�M TANS FAR OTHER CONGIlQ2 S11lBYsTN MIN PL•9.000 PTI L+9 R®AR AT 29 DAYS scale A9 NOTED • a' 1 -ALL REiliORGNB BEAMS TO BE A9na A6Is, AOLRLArga�NE6gs.Cp�g� drawn: m-m 'I FIBD.kM TO 5�W 2I 9 RE&M TOP OP FOAIDATIOII MALL TO l Tom..1 ON 1Y TNI(X CONCRET!FOOTING _�44 ZW TO NO BIGGER ACTIONS . BE 2'ABOVE 6RAOE - F TOP OF FOOTN9 rev. ' PLORNFlS AT MASONRY FIREPLACES To THAN 600 SOlARE FEET - A , 0 , PROLELT A 0 8'O EA FIREPLACE I FgAJOR FN rev. N/9 R�ARR B'OL.EA ANY;INTBUOR FiNDTN. 901TOM dP FOOnNS - -PCONNECTIONSOPPULLWEIGHTPCIAIDATION < N�1'( FROTO M To ee SECURED W Y-0 A- 1 1+ _ 4•-0• 9?_6 a•-0• y DETAIL AT-FOUNDATION ' Ta so ry FOUND-ATI ON PLAN acA.Ler I/2• 1•-0• 2T-C 5 C A L E. 1/4• • I'-o• - • ISSUED FOR PERWTING sht: I of 11 ewsnNS EM15ip15 - eX15rINa EMILS �� R Ea�v EaAI OF jwgs q c <$ X- Z xR xR IxR O= ERIC J. G co 9 u � CEDERHOLM w lip up1 O STRUCTURAL � No. 38962 « • A 9-0SUZETI DOOR a-r _____ _______ E 9' .9' 9• I I TALL P.T.6 P091 Dx _ s91, _ _ Nio 5.0 5. NGX pppR O�5 Y�MQ '—ON P.T.Irp.Me + iM,NfIN9r 11tlDE%9�Ni1FaN i i W P.T.IFWV@ cA9eFreNn unroll Roa z�•'x e$ ; I I I' I SGR�EN nNSr s woe z s NI - z-ro x sb DINING VqNq1 �aqN� r -` - PORCH - .. . T Tm Nppp��Og10M IRI., ill, EI 'HN � ,w TINS, 9 wDE X 5 NI L^NfiN9i 7 YUDE X 9 NI -y� vJ 0.,3-10%}D _ b.b. RD,Ti%6-0.Tb. I I, i¢l ry4 I •H ri , rr „ , r, CIO ---- ` `GASaEM,DTW HOOD +Yc4 !xry Y zR Eow N ;-`ASeENr,aSral waDo fU c.A .,z-0xsb - ----- �g�' g,, T ne rd8,'zwo itx"� O O1KITCHEN '. - R'OMT -2 -g -$------------ Q�1co - . O..EEF'EllTr GSTd NODO(W , , , . fIITS:31�DE���i6 r N9,z wDE z 9 xI6N1 - - , r „ I �__, w rr „ n „ r, ,r „ ,r „ ,r „r , 09 r, __-----_-_----.'_ „ „ ,r r, r , r r � r $EAnuse11e3 T p slwsorl000R-(WerN+a16 Y H_ NArmr.om Tisu roawl.AS Flw 13 vN. MUD HALL NAlmul�r Saar$.Twaz trr-_ ------- -lox"IR%6-II '� - a•,a•. V9• 'i' 9'b' ]'$I/3' S'-a 47' ¢ rtiML E3�AL V-6 V]'. V-61/3' h 1 , a a lil _ 4 a Aa ssag cA�ENr,unroll rlwD 'PTRY � � >•+a' s < l �'`_ N5,z woe x 9 HALL LNDRY. u ' - cA5e6P:MTOM - 'S 8 or RO.,z4x9-a M. • zwOE%9 I 6B@tAL PLAN NOTE9as:• v — ------- 8 m I ALL EXT.FgLLS TO MATCH EXnIDG Z''3 v-" u•§Pa -AUIxr.MALLsro9Ezxas6w• �-2 �E$3' g e4 . os.ArtLLBS Nor®oR�+r6� �u., a ' -wrmow AND Fi@iN POOR TO 015 OYSTOM. 'vomLe4tm.OJSTOM NDoO m 1OWLE-NAtl,OISTOM I1JOD m /wr NNOatO INIITH NON-IWAOTi�I9TANT SI.ASS . InNS,6 b (TINS,6 r b ' SYS1D1 A9 SPFGDI�TIEFASTBONS x 'RO.:3b x M Q) ` „ LINEN 6TN ED.OF MASS.STATE I301S.CODE PAT}aUTTO ELEVATIO16 FOR MUIN c R _INTaNOR DOORS It GAS OPEIUN6 LLL'ATIOX9 O (v N BEDROOM I BEDROOM 2 - . Nor DIMEraIONEO ARE TO Ef OWN 9 snws. cu ��•-' a (41/2'))FROM THE p ffST MALL AS SIIOFH IN PLAN (A DI SPAfR —� C v c:_ r (n C • _h1.D NML OCY1R5 BY.SIFPSON O N f V cuQt � OPIB.E-NN6,GSrOM IGOD ] 1Y-I' W.9.E-IN&01STOM NOW -NO*VSNT5 AOOVE 9RROOR L E O Y § Q •VC L.L :3 V) L WALL DEMO to =IL MM L L r § 54Kg4 0 N W 0. M TO cz B TH.I BATH.2 m _ ExlsmG IUI.IS TO ' r�TaaN Q 10911190E IIIJII DEMO N07L9 job no.: I4I1 date zs oeroDEn¢olb EXISTNAS DASHED MMMIS r n%I-S TO BE TOIDI®AM PATORED A$ • scale AS NOTED /®19 OR REPLACED AS NOTEDE. . - y drawn: Kc m - g _ rev. rev. a R ary �R n _ A-2 C 9'-0- 9'-a• 9'i0' u T4• 9.10 94 Ta. C EX15T.LIVING AREA(TO'REMAIN) = 514 5.F. F I R 5 T F L O O R F L A N. PROPOSED LIVING AREA=998 S.F. c To �'a T4' Tra• TOTAL LIVING AREA= 1012 S.F. ISSUED FOR PERMITTING shh 2 Of 11 o scA�e• ., 1._0. ryR C+R (+R RJR off V AC SS-,ROOT P COPPER PALPROVIDE COPPER •_ _ v • OF ____________________________________ o Atlgss — O`er ERIC I �, t „ - ❑ F; -V CEDERHOLM STRUCTURAL —I " v No. 3B962 H _ BEDROOM 3 BEDROOM 4 § � •4 LA9@81T GISTOM 1NDOD cTR IN EXIST. O -- , u� O � N5�5 woe V 4 AJ •� - LTR d 19(KT. L/dEMCNh GBTOM WOOD r ' 7 v X KD X 4 RI _ OPERM •, 9'-0' _ 1/ ='4' _1 K'�' _-_' 9'1 VPN- _ RO,=d X 4-0 l.J . n' .,. BATH.2 4H 1I ,°„ 54' 1N7pD cTK IN EXIST. T--------- ---- - BATH.5 +.. --- --- - -- LTR IN EXIST. CASEMENT,INATOM PIOOD ,w . _-0%�%4IASN OpgCNS ;; r -OPENINS N5,a IM7=%e4N� - Y OF IX1W1@t EXIST. --r , J D ALL y al ST R. -----7. 7 Ir 77=7 "j 6BERAL PLAN NOTES _ • _ -ALL E1IT.RAID To MATON Ex1sTiNB -ALL MT.WALLS TO MATCN EXISTING r'a�<a 'S c 3•' d ,. : I PrTW As o®WVOPS T°,WT Be aISr°"NfssT �§3��'< .� - AND RTrC,OD PANELS AND F -__ N ED AS KASSP TA IN TIE £ o - . ED.OF MASS,STATE R KI LODE -'a"- BIN (RETIE!M HEVATION9POR NAli1Nc 3 JS�H.�!� ' - e PATTERNS) vE:'Ja,-x-Hal 11 ` -INTERIOR DOORS 4 C,44)OP9LNS LOCATIONS NOT 01066COW ARE TO BE EMIR 5 S71OS r (PLµ ROM THE C4WrERED�TArE KOLL A5 SMOwi 1N 4-' Q� NEPI INTERIOR DOORS AND CASED 0 % $ $ -REFER TO ELIEVAVO E FOR wND041 - C-0 C RD.HEIGHTS ABOVE 9sFLOOR N �. U �RRRR o E o : .WALL DEMO .Q 4: to ILL. ' BE REMOVED EXKTiNO(utu TO C N 00 O N E3M N O L T( ) AA& DEMO NOTES m Q EX15TNK DASHED IVImOM 4 MALLS TO 09 REMOV®AND PATCHED A5. HEED OR REPLACED AS NOTED. job no.: .141-1 date : Zs ocraeaE 2ol6 scale As NOTED drawn: KPON r . . rev. EXIST.LIVING AREA(TO REMAIN) a -765 S.F. rev. 5 E G O N D FLOOR F L A N PROPOSED LIVING AREA = 84 S.F. . SCALE: 1'/4- 1-0' TOTAL LIVING AREA = 854 S.F. A- 3 a . o O E o ISSUED FOR PERMITTING Enr. 9 Of 11 r : G V.. G r W yi C> A V' AG Ab M • A - d � m w E O - I� OF / f EXIST. ' G p ERIC J. N REFER To MAIL FOR AL CEDERHOLM m1 COMBINAnON ROCP \ 'q✓-DQ C O STRUCTUR y Q, PORCH ROOF PffCN TO VAR. V No. 38962 (� -' ,, ',,' '`, ••�Ht�zl®oE of ib MN OWE � y MC.SHINGLES FV - ,ti'- '----P3----------------ff WAVED • . J RAW �9 I/N/- ALIGN EAVESa/-FLARED — — — — — — — i BEiamPut W0-4 i 1�1 u S,L*TYPE•c _ 0 _ S'E�XTE p1 I., xa WE VBCAI IB .w s ON P.T.FRAME Y J V . 5U8 FLOOR TYPICAL ELEVATION NOTES SUB FLOOR AW - - 03 .. - SKI RED CEDAR RCOFMS: •I.ANDMARIC ULTMAn: ` SKIRi pOARD - OOP SHINGLES GERTAINTE® BT se , . F R-O N T E L E V A T 1.0 N ' we,qp5�rr,AFFED Now.- KM ED MNS raX AND X5(B'XB'FRL DMJ MN Ye BASE Ci•EXP..A SOAL.-E: 1/4' . I'-O'. - , - p YUNDOM GA91N6: ` • , PHAE Y YV 05COATSSKNSLEBAND AND HTORX-SILL : DOOR CASIMS. MORAOW=BAIO �_ - ,• MAIM EAVE"I. V SAXB FASVA(ANSLED) ' * IX PV xm MIME ON IX FRIEZE(ON IX M XKJN6) 9_ MAIN RAXEAMIL W-. 11MAIM RAKE BOARD ?�tm8:�}��i, Sa g ON IX BLDC-AINb T- ( , M FV ALUMIWM DRIP EDGE: f ge&qg` DOWER EAVE("J, IX9/IXB FABGA a Ve3 ,Z G • - - IX SOFFIT W ABO]S CWE u•. yy .. ON IX PRIEZE(ON IX EOCKINB) .a . DOWER RAKEWRfOB: I%SAXB RAKE BOARD . • - p1 IX BLOGKIN6. � ERETIWI NOT fPOHR ' •� ._ - _ BLOOKINbl. VALLEY FLASHM; VPEN VALLEY'TECI 40M W . - 12 COPPER FLASWN&ON ICE t . • ••4:124-ROOF PITON QE%ISr- MTER SHIELD M ANE. To BE DETERNMED By POINT AT _T ruTH Ix YOZAP. " ' WIICM THE 21/1Y] - Ad PITCM INlTS MnN COLUNb. P.T.PDFLORATNEBASE N7LDIH65 AND V RIDGE A 4 /- TO DETAIL TCH FASTING SUPER - ? l/1 N ARM - D ••ALL PVC MOLDR+SS AND TRIM BY'A='OR SIMILAR•• >=. a EXIST. LL V I ] A8 - ALIGN EAVES �. 0 N ••C,"I ATDETAIL POR � _ N LL� •cwelNArloN ROOF F cz i ROOR � v cis I I cu W cu FLOW MLW TYPE Y' TEM �- BLXIEAD SCREEN I'V T PANEL�.S 51UON NBLED m IB'EXTENSION '.� ' 4 F Effl SUB FLOOR ANI job no.: 411 n aoR — — — date 25 ocraBErz¢0I0 IX41PE DECKMS ` SCale AS NOTED ON P.T.FRAME drawn IXB RED CEDAR,: NDAN SKIRT BOARD R I H T E v G L E V' re. A TI N O 1 4' . 1' -SCALE / -O' G% X D FIND f@V. 0 . A-4 o ISSUED FOR PERMITTING 'Sht 4 of II _S E C V• G • . b M • o Z • c ` f M • A Y ua 17 eRnLM s E105TD �(THEJ •L ROOF SHNSLES ON w . - _ n.POOP SNMSI.ES ON — E A-0 FL p,O FELeAATH No W% y - / \ I] 12 / 12 T. 00A*RAKE ON SIINKES At EKS U(E000KINB p�//_ MEAVED At GORr8t9 a Ll - (TJAEJ� C FLARED 13A� S R SHWOLES ON 12 SOB FLOOR - W�YWOOD SW-ATWNB T./-J� ^ . OVBt 7%6 STKD9 AT 10.OL. ME � •RffL-R TO DETAIL FOR • ` _ f` GOI'HINATION ROOF PANELS ON%RM5 ED71 C I VIA" -000 CAVE MOLL" •--. 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No. 38962 ` 10 .. _ 1I ` 0 - S V4d7N-ROOF PITCH .BATHROOMSE 0. .y �TI`75{ K y,ANDMMK'LLT64ATE qy/_ TO BE DflHOiINED BY - %AImMNGC•.LLTIMATE ExIST. NaGw EASED ON b V _ £�I1c n V. . TL ROOF 5NIN6LE5 ON - T �" - w 1ITERSE-TION TL RWP SSNSLB ON .7 (T�>=1 uY :LL 3 THIS INTERSECTION PoHiT MN-/-FLO 6 EAST. c E LB FELT ON S/B'CZ E LB.FELT ON Nd,COX 4:17N-ROOF FLANE .3• a Z PLYIYm.SHFAnaNG QS 1/a/- ERRS�nNG RAP1�ERg i rQz � �sg:- r,T•tt - . TO BE �ED BBy�U!FITCH _ _ ��{{ J�.$9?s"sue' + 17 0 W✓pMAW LLTIMATE P •�S�i s�'•4��'i 7:5�.!E �%B RAFTERS a 16'O4—\ 1� ®P '4 E%IST.� ..i - O LB ROOF WHOLES ON 30'ON - - 7)(4 RAFTERS AT 1:17!- n qL ppp ETASE , PLTPO.SHEATHING AILMN DRIP EDGE W AWM.DRIP EWE ` — --NTwmul V N 1x STINS SA STO MATCH C- j / \� 1i0 RAFTBL4.16'OL. LV %B FASCIA b I FASnN6 C cu •N —/ cu __ __ __ ____ N M--• ALI611F6Ti PASOA IX3nXD FASCIA / m 140f11 �i i Mai IN ICAI I fy1 ALL1M MP EWE / M N D T N IXjAXO FOE01A IN SOFFITI E . !' Q v. ALIGN YUTX FRIEZE IWAX06 FASCIA � to (/1 Cd %SOFFIT < .U(50FFlT AT NWNSBU'$ J - • ay :C O IN IMEMBBOAIL ARRD I I PANELS VEOFRT G= _v PC Lx FREE eD� ON 1x eI.xXION RASEI I Nm EL TeVO5J 'IZ, �I 00 0 F60a cove ON ar LX a4CACR16 IN FRIEZE BOARD ON IX BILI'KIN6 s `fix IEAD cnGING w RO m FAsiem� wo mlG I Iv'6"riaiw aOL cO.m ON 6• ,—V Ix FRIEZE BOARD M ro. 115 w - scwra PANELS .BCVRARA-W uw ON Ix BLOCKSK -0 W OEAVE DETAIL AT BEDROOM 1 d 2 (rYPJ O EAVE DETAIL AT MUD HALL O SAVE DETAIL AT SCREEN PORCH O EAVE DETAIL AT BATHROOM 2 DORN�'R SCALE,1 I/1'•110' SCALE.I V3'.I'-0' 9GALE:1 VT.I'-0' SCALE:I V3'•V-O' lob no.: 1411 date i 19 OCTOBER 2016 . scale As NOTED drawn: KNam rev. • 4 -rev. o A-6 m ISSUED FOR PERMITTING 6bt 6 of II i 3.WALLS ACTING A5 RETAINING WALLS 5.CONCRETE BRICK SHALL CONFORM 10. ALL PLYWOOD SHALL BE APA GENERAL TO A5TM G55. 5HEARWALL HOLDDOWN SCHEDULE $ e SHALL NOT BE BAGKFILLED WITHOUT PERFORMANCE RATED PANELS CONFORMING o 0 BRACING UNTIL ALL SUPPORTING 501E TO THE FOLLOWING MINUMUM REQUIREMENTS: - N I.STRUCTURAL DRAWING5 ARE b.GROUT SHALL CONFORM TO THE m 6 SLABS ARE IN PLACE 8 AT FOUNDATION HOLDDOWNS 4 ANCHOR BOLTS: a •a 5 TO BE.USED WITH THE ENTIRE REQUIREMENTS OF ASTM C 1 E 8 A.FLOORAN RA-I-FLOOR TBG,EXPOSURE I, - SET OF DRAWINGS. ADEQUATE STRENGTH. SHALL HAVE A COMPRESSIVE 3/4",SPAN RATING I6". STRENGTH OF 3000 PSI. 6 4.COMPACT ALL FILL UNDER FOOTINGS HDU5-5D52.5 NU SSTB24 5/8" DIAMETER ANCHOR BOLT AN c B.WALL 5HEATHING-EXPOSURE I, 1/2", o 2. ALL SAFETY REGULATIONS 8 SLABS TO THE SPECIFIED DENSITY 7.VERTICAL 8 BOND BEAM SPAN RATING III 5 THREADED CNN ED COUPLER NUT BETWEEN SSTB24 B 5B ARE TO BE STRICTLY FOLLOWED. $ VERIFY. REINFORCEMENT SHALL CONFORM THREADED ROD INTO HOLDDOWN. POSITION SSTB E / TO THE REQUIREMENTS OF ASTM All W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE METHODS OF CONSTRUCTION 8 G. ROOF SHEATHING-EXPOSURE I,5/8", POUR FOR CORRECT PLACEMENT. •. a ERECTION OF STRUCTURAL MATERIALS SPAN RATING Ib". 15 THE CONTRACTOR'S RESPONSIBILITY. STRUCTURAL STEEL 6.MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM G 270 HDU8-5D52.5 W/55TB28-1/8" DIAMETER ANCHOR BOLT °' s I.DESIGN,FABRICATION 4 ERECTION . AND SHALL BE TYPE M OR 5. DE51GN CRITERIA O W/CNN'i/8"COUPLER NUT BETWEEN 55TB28 B -1/8" E 3.THE CONTRACTOR 15 RESPONSIBLE 8 _ FOR DISSEMINATION OF ALL SHALL BE IN ACCORDANCE WITH q,QUALITY ASSURANCE TESTING 8 THREADED ROD INTO HOLDDOWN. POSITION 55TB28 REVI510N5 $ REQUIREMENTS TO THE AI5C SPECIFICATION FOR INSPECTION SHALL BE PERFORMED I.APPLICABLE BUILDING CODE W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE t ' THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS, IN ACCORDANCE WITH THE MA55ACHU5ETTS 8TH EDITION POUR FOR CORRECT PLACEMENT. LATEST EDITION. REQUIREMENTS OF AGI 530.1/A5GE II 4. REA50NABLE CARE HAS BEEN 2. DESIGN WIND SPEED: 110 MPH HOUI4-5052.5 W/5BIX30 I" DIAMETER ANCHOR BOLT TAKEN IN THE PREPARATION OF 2.STRUCTURAL 5HAPE5 SHALL CONFORM EXP05URE C, 1=1.0 = +/-O.IS 14 W/GNW I" COUPLER NUT BETWEEN 5SIX30 8 1" ALL DRAWIN65 AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER 4 CONNECTORS ,.G O THREADED ROD INTO HOLDDOWN WITH HOLDDOWN HOWEVER THE ENGINEER DOES NOT ATTACHED TO 6X6 POST. POSITION 5BIX30 W/ GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS A5TM I.ALL FRAMING LUMBER SHALL BE ANGHORMATE TO FORMWORK PRIOR TO CONCRETE (� & FOR THAT REASON IT 15 IMPERATIVE Agg2 GRADE 50. KILN DRIED Iq%MAXIMUM MOISTURE POUR FOR CORRECT PLACEMENT. w THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET E"'+ ALL DIMEN5IONS $ DETAILS 8 MUST B.CHANNELS 4 ANGLES ASTM A36. AS A MINIMUM THE FOLLOWING 5TRU6TURAL DESIGN CRITERIA 161 VERIFY ALL CONDITIONS,DIMENSIONS, DESIGN VALUES FOR 5PRUCE-PINE-FIR: 8 ELEVATIONS AT THE SITE.ALL C. H55 ROUND 4 RECTANGULAR TUBES I I " DI5CREPANCIE5 SHALL BE BROUGHT TO A5TM A 500,GRADE B FY=46 K51. A.2X STUDS CONSTRUCTION GRADE - FIRST FLOOR 40 PSF LL TO THE ATTENTION OF THE ENGINEER FB=600,FV=65,FG='750 10 P5F DL O 3. ALL GALVANIZING SHALL CONFORM - SECOND FLOOR 40 PSF LL TO A5TM A 123: B.2X JOISTS/RAFTERS NO. I GRADE (�. 5.THE LE TRACTOR SHALL SUBMIT 10 P5F OL CONNECTION TO CONCRETE FOUNDATION y_ FB=1150,'FV=70 s COMPLETE SHOP DRAWINGS FOR tN OF iLfq l� ALL CONCRETE REINFORCING ALL 4.BOLTED CONNECTIONS SHALL BE WITH.. V S A IG/5T0. 20 PSF LL G. POST NO. I GRADE FB=800!yP 10 PSF DL STRUCTURAL STEEL, 8 BOTH HIGH STRENGTH BOLT5'IN ACCORDANCE - FV=65,FG=6'15 S° `�`� FOUNDATION SILL PLATE CONNECTION TO CONCRETE: ,d CALCULATIONS 8 SHOP DRAWINGS WITH THE SPECIFICATION FOR RQOF GSL 30 PSF SL FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING A5TM A 325 / ERIC J. N 10 PSF DL PRODUCTS 8 THEIR CONNECTORS OR A 4q0 BOLTS. 2:ALL FASTENING OF FRAMING CEDERHOLM cn� 5/8" DIAMETER ANCHOR BOLTS 32"O.G. �� FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,SHEATHING gI n STRUCTURAL - E, . WALLS/STOR. 100 PLF DL OTHER WOOD MEMBERS SHALL, NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" DIA. 5.ANCHOR BOLTS SHALL BE A5TM A 307. BE IN ACCORDANCE WITH THE No. 38962 I WALL5/5TOR. 80 PLF OL A30'I STEEL ANCHOR BOLTS W/3" X 3" X 1/4"PLATE WASHERS 1, CONCRETE DETAILS SHOWN 4 MINIMUM `�� /Q- W/T' MINIMUM EMBEDMENT INTO CONCRETE. 6. WELDS SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE WE EGKS/PORCHES 40 PSF I.ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD MASSACHUSETTS STATE BUILDIN"�F� �y 10 P5F SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 8TH EDITION. FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN WELDING SOCIETY. 8 (AGI 301-5q).. 5.CONNECTORS SHOWN ARE AS Oz r 7.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 5IMF50N �� aW 2. ALL CONCRETE SHALL HAVE A 28-DAY WITH THE ANSI PH CODE FOR WELDING 5TRONG-TIE CO. INC.5U55TITUTION5 SeER.LNAIUNS'SCHEDULe-noMPH IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING JOINT DEN RIPTION GO ON NAFL9 . BOX Is NAIL 9PAGIN6 COMPRE551VE STRENGTH OF 3000 P51, BY THE ENGINEER. INSTALLATION 3W$ _ WITH MAXIMUM I INCH AGGREGATE 8 ROOF�MI� S MAXIMUM 63o AIR ENTRAINMENT FOR OF ALL CONNECTORS SHALL BE Z P.7 8.CONNECTIONS NOT DETAILED SHALL IN STRICT ACCORDANCE WITH THE BLOOKINO TO RAFTER(TOM-AILEDi z BD 2-1- EAGM E m Z 13 EXTERIOR CONCRETE EXPOSED TO ,BE DESIGNED FOR THE LOADS SHOWN THE MANUFACTURER'S INSTRUCTIONS RIM BOARD TO RAFTER(EW-HAI EP) 2-16D 3-IbD EALN END a� v MOISTURE. ON THE DRAWING5 OR FOR LOADS WO 8 MUST EMPLOY.ALL REQUIRED WALLFRAMIN6 `-' GIVEN IN THE STANDARD LOAD FASTENERS. 3. ALL REINFORCING STEEL SHALL BE TABLES:OF A15G FOR THE SPAN, TOP PLATES AT INTERSECT ON9(PAGE�IAILED) 4-16D 5-IbD AT JOINTS W DEFORMED BARS OF NEW BILLET STEEL SECTION 8 STRENGTH SPECIFIED. STUD TO STUD(FACE IAILEDI 2-160 2-160 24 O.G. CONFORMING TO ASTM A 615 GRADE II . 4.ALL CONNECTORS SHALL BE HEADER TO HEADER "ACEAILED) aD 160 I6.O.G.ALONG EOSES " q.ELEVATIONS NOTED AS"TOP OF STEEL" HOT DIP GALVANIZED. B -N FLOOR P>iA INa 4.CONCRETE COVER OF REINFORCING BARS REFR O THE TOP FLANGE OF ROLLED JOIST TO SILL,TOP PLATE OR BIRDER(TOE-NAILED)• 4-eo 4-100 PER JOIST SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS SHALL BE A5 FOLLOWS. BLOCIaNs TO (TOE-NAILED _, EACH END 4-' ]bD S OD BEFORE.LOADING THE JOINT. V 81.00KIN6 TO SILL OR TOP PLATE(TOE-N LEO) B-160 4-,bD EACH BLGGC A. 3°AT CONCRETE PLACED DIRECTLY N N N AGAINST EARTH. MASONRY 6.SPLIT WOOD IS NOT ACCEPTABLE LEOSER STRIP TO�nN.OR ORDER DACE NAILED B 16D 4 IbD EACH Olsr• (A c� FOR ANY CONNECTION. JOIST ON LEOSER TO BEAM(TOE-"LED) - 9.BD _ S-lOD PER JOIST - O-N -; = z B.2" AT ALL OTHER LOCATIONS. I.MA50NRY CONSTRUCTION SHALL wrro JOIST TO JOIST(ETD-NiAILED) 5-16G 4'bp PER JOIST '�� CONFORM TO THE REQUIREMENTS 7.ALL EXPOSED FRAMING MEMBERS BAND JOIST TO SILL OR TOP PLATE(TOE-AILED) �_Iac B av PER POOT 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA ROOPSHEATH,NS +T N u ARE ALLOWED,UNLE55 SPECIFICALLY STRUCTURES(AGI 530.1/A5GE 6-88). C2/611 CCA 0.25 4 MEMBERS IN Q SHOWN ON THE DRAWING5 OR ALLOWED STRENGTH OF MASONRY F'M=1500 PSI. CONTACT WITH.501L SHALL BE AODDSTROCTURALPAt®5 t/) IN WRITING BY THE ENGINEER. TREATED PER AWPA 023/024 RAFTERS OR TRUSSES SPACED w TO 16"Oq. BD 100 b-EASE/6"FIELD LZf 0- GGA 0.60.JOB SITE FABRICATIONS RAFTERS OR rnvsSEs SPACED OVER Ia oa. DD 1OD 4'EDSE/4•FIELD 2.VERTICAL REINFORCING OF MASONRY � 3 b. REINPORCINS EMBEDMENT STANDARD WALLS SHALL BE A5 INDICATED ON GUTS @ BORES SHALL BE TREATED IN CID-GABLE E)lDaTAA1..L RAKE OR RAKE TRUSS YVO 6ABlE OVERHANG BD. IOD b'EDBE/6"FIELD' O N O BAR .LENbTH MaOK THE DRAWING5. ALL GORES OF - ACCORDANCE WITH AWPA STD:M4. .SABLE ENMALL RAKE OR RAKE TRUSS My STRUCTURAL OUTLOOKERS .BD DI a-EDGE/6•FIELD }I L T-M V k5 .4 12' 11•- MASONRY UNITS SHALL BE FILLED _SABLE E+DMALL RAKE OR RAKE TRUSS rU LOOKOUT BLOCKS. - Bo lOD 4'EDSE/4'FIELD. .S 16• 12, WITH GROUT. REINFORCING BAR 8.ALL MANUFACTURED LVL WOOD FRAMING - LAPS SHALL BE 2'-6" MIN. MEMBERS SHALL HAVE THE FOLLOWING CEILINS SWATHINS Q B, PHYSICAL PROPERTIES AS A MINIMUM: OYFSUM YNLLBOARD sD COOLERS T EDae/IO•REED 3. HORIZONTAL JOINT REINFORCING 6 AALL SWEATHINS job no.: 1411 FOR MASONRY 5HALL BE EQUAL E=2.OXIO PSI.,FB=2800,FV=240. V4000 STRUCTuiw.FA ELS date Os OCTOBE,2016 FOUNDATIONS TO OUR-O-WALL TRU55 MANUFACTERED STUDS SPACED UP TO 24'00. BD 100 b WOE/12'MOD WITH WIRE CONFORMING TO ASTM A 82 q.ALL FLOOR JOISTS SHALL BE AS srale AS NOTED -1/2'AND S92'P188�OARD PANES BD - B'EDGE/a'FIELD 8 COATED FOR CORROSION PROTECTION MANUFAGTUREREO BY 5015E CASCADE drawn: KMW I.THE ALLOWABLE PRESUMED SOIL IN ACCORDANCE WITH A5TM A 153, d AS SIZED ON THE DRAWING5. ALL n bTPSUM"'``BOARD sD c00LerRs T ED6B/to REED BEARING GAPGITY 15 3000 P5F, CLASS 5-2. ALL WIRE SHALL BE FASTENING,BEARING,BRACING 8 FLOOR 5W-ATHNS WHICH 15 TO BE VERIFIED IN THE FIELD q GAGE MINIMUM. PROVIDE MINIMUM rev. BEFORE CONSTRUCTION. LAP OF 6" $ USE PREFABRIATED T'S STIFFENING SHALL IN STRICT ACCORDANCE FOOD STRUCTURAL PANELS rev. OR CORNER SECTIONS AT ALL WITH THE MANUFACTURERS REQUIREMENTS. OR BD oD a EDGE/1] ROD WALL INTERSECTIONS. 2. FOOTINGS SHALL BE CARRIED ' �"^"'' OD av 6'EASE)6'FIELD a TO LOWER ELEVATION THAN SHOWN 1 o ON THE DRAWING5 IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL - REACH PROPER BEARING CAPCITY. CONFORM TO ASTM C q0. o ISSUED FOR PERMITTING snk I of II _ .. _ • M A -ALL'P05T5 @ EN05 OF BEAMS TO BE (5)2X4'5 OR(3)2Xb'5 UNLE55 NOTED — ((3)2X65 AT ALL EXTERIOR WALL5) o +; N - ALL WINDOW HEADER5 TO BE (5) 2X65 a Q W/1/2" PLYWOOD UNLE55 NOTED o o 5EE STRUCTURAL GENERAL NOTES t 9 1.'A - AND TYPICAL DETAILS FOR OTHER REQUIREMENTS. 4'Y I/2'LVL La =WOOD P05T DOWN - I - M -WOOD P05T UP AND-DOWN V STIMS FLOOR JOISTS TO RM4AIJ X -WOOD P05T UP ••carrtAcr Awc l- •_• TO cdrAcr rcni• .� ' _Twlc' iwAL� S• S. '� rcn s ..r'ore sicTuWH sr pN.'6� xl x Ew"sPaT''�a°+ Raon TO=---- -FMOR TO co WALL ABOVE ____ _ - TOILET LOCATION($PAGE J015T5 AS lei, NEEDED FOR PLUMBING GLEARANGE) L 6: 'LK .• .-,- I Vo ram•' o o= s C: Pi.7T2 fif8 d -AT- F�,W ��ZJ 1r`(B•RiJhl�� 1.T✓�uSiU� HW � a k P.T.(1 2m a—L1P.IV OF MqS Z Zz 0 owl iUl - _ m O� ERIC J g CEDERHOLM O STRUCTURAL 1 No. M962 pq{ 4 n c• . v• A v• V) . •.EAMIN5 FRWN9:OONTAOT g (� VV) 5TWIGT.RAL @lblllE$Z POn 517E�nON a•a+IYtERIgt O IV000 i L r y B 1 O _ ___ AG • Q FOUNDAT 1 ON PLAN ` job no.:'.i<n Sr ALE. 1/6' v I'-O• . date 29 orToaeR Sol• . scale As NOTED 1 _ _ drawn.: lcnav .. , rev. rev. a .. S-2 o ISSUED FOR PERMITTING sht: r9 of 11 � o 0 o mb N t0 %p " 06 0 ` ir Er - - M N O o 0 1, - ❑ ,V I [] .Q b - � � � w ate+ p ❑ c m O LOADaaeEaieay°(gn�y, Is % "EH'g . kA4 TIE E%ISTINb.JOISTS _ _ _ 4 _ _ AI'ID IJMTS T Wmm JOIb 9 .. - •Ib'OL. - 9 � V gg• .fN OF MAS Zt� gAEI AI �` S 3 T (ABM- JfB^ FjTf�li ) P{OFFITBM•I P'Zmlzt, Its 6 O� ERIC J. N �W - ITT � CEDERHOLMAfB LLB.JOISP3 ONB QB..UISTS -a1� LLI ar O SNO. 38962E S lJ go N c O C N vt rn • O N j CU u E �� p Ln p •Ia oa. O NCO O -O cu A6 Q Ln 16 CIA.-mTG CE I L I NG / 5EGOND FLOOR FRAMING PLAN job no.: Ian oL. SCALE. 1/4• = 1 0• date 35 ocroaER 3olb scale As NoTEo drawn: K;." rev. rev. S- 3 O c o ISSUED FOR PERMITTING snt: q Of 11 i o 0 - - M _ , o , -LUi BACK e7 Yll Nb 1&OGKIN6 Ai ' -ALL P05T5 @ END5 OF BEAM5 TO BE ` (5) 2X4'5 OR(5) 2X6'5 UNLE55 NOTED y ((3) 2X6'5 AT ALL EXTERIOR WALL5) """ "" : y 6 -ALL WINDOW HEADERS TO BE (3): ; ' F==4y x_ ; 2X6'S W/ 1/2'PLYWOOD UNLE55 NOTED -_ :, f '� I. o ;o - 5EE'5TRUGTURAL GENERAL NOTES L EasnNSR�e___ ____ _'; _ __ RaaP AND TYPICAL DETAIL5.FOR OTHER RAP1� � ` ' \' I `j � / _£=Z= • � V y -- -- REGUIREMENT5. Tf" Mgss -------- --- --- ` /. PN of �®e Li -WOOD POST DOWN o ERIC J. — Z CEDERHOLM m _ lit WOOD P05T UP AND DOWN 4 n O STRUCTURAL .. • Co s �xl ttf� srns° v No. 38962. x' -WOOD P05T UP . J Vl BEARING WALL' BELOW - df --- ------------- ---- , , ew Roof LEcsnrm RLcr_ ----------------------- , , z. .v, - - °•. -: C e Ib'oz. _ �Pile>�GOFlSa , , , ... ., ! > '. r y o - A o o' yo a W'OL. • �_ A r - O ggc gg gg Ae ri• • Ae , - zve RAFT9G� - --- zxB RAPn�es � . oz� a i . 1 k P.T 6X6 tT 13)� 7XB RAF = •ZYB RAPIHtb . � - �� V:F - e Ib OL=y 55 v $. __-___ __ ___ __ , ___ _ -_ _ eW OL. y , it • F F e 0 r - _ - -.__ -_— yg9 gg3 gg9 yg yy Jg3. � Qv 'u O S S aLL Y 4. t cu V/ .. , , r 0 0 0 0 _ o o r. e "D - ° ^•s,r,arru•.rem' ': +�.+ n. LA E r __ ___ ___ ..___ti ___ ___ ___ __ '- - - ew.0 enoP Pncx - - ' • 7X6 RAFTHir ' 3XB RIIFiBF _ �TB„ r V) ?CL p CC w rt r Mer 79B RAPIER$ m RAFTER$ R 0 O F F R A MI N G- F L A N ^ ROOFPLAN job no.: I<n . e Ib OG. e tl OL. , ....____-..-_. .__._._! 9 G A L E • , a , date.: ss ocroeEx 201E Scale A9 NOTED - drawn: KA44 rev.' ' rev. a o ISSUED FOR PERMITTING snn 10 of 11 .S�i Ep O o v ' _ y N = Y ROOF SHEATHING d EDGE NAILING - L5TA STRAP a Ib"O.G. c • (PER 6SN) o S p i0 U 2X BLOGKIN6 BETWEEN ROOF SHEATHING RAFTERS(NOTCH FOR VENTILATION IF REQUIRED. REFER TO ARCHITECTURAL PLANS FOR MORE INFO) (1)-IOD NAILS I • ® EACH END +++++++ +++++++ ram' ROOF RAFTER PER PLAN. V (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR TO _ O cu PLANS FOR RAFTER DIMS. BLOGKIN6 AND PLYWOOD SEE ALTERNATE y AND EAVE DETAILING) - SHEATHIN6)ALTERNATE: 1-12A -- t ROOF RAFTER PER PLAN r v co DOUBLE 2X TOP PLATE "- ALTERNATE: ATTACH OPPOSING RAFTERS �� (IF SHOWN ON PLAN) ' - _ - BELOW RIDGE BEAM RIDGE BOARD BEAM SHWN. - . 2X4 COLLAR TIE AS SHO RIDGE STRAPS NOT REQUIRED WHEN USING A COLLAR TIE. ', _ ORAFTER TO TOP PLATE 2 STRUCTURAL RIDGE BEAM C Z� NOT TO SCALE O NOT TO SCALE - a xzW� � W r �N OF MA 5HEARWALL SCHEDULE 02�V ERIC J. N CEDERHOLM to } WALL TYPE SCHEDULE: SHEARWALL CONSTRUCTION: 00 STRUCTURAL - O rJ No. 38962 N 15/32" PLYWOOD (EDGES BLOCKED) I. ALL 5HEARWALLS.TO HAVE DOUBLE TOP PLATES ,p O� j SD COMMON OR GALVANIZED BOX NAILS 8 DOUBLE 2X STUDS AT EACH END OF THE WALL. a 7- Q b"O.G.EDGES•$ 12"O.G.FIELD. M= b 2.FACE NAIL DOUBLE TOP PLATES W/ 160 NAILS® 16"O.G. IOI USE(12) - I&D NAILS AT EACH 51DE OF LAP SPLICES IN TOP + M a rc. 15/32".PLYWOOD -(EDGES BLOCKED) PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-O"LONG. Q � A 80 COMMON OR GALVANIZED BOX NAILS 3"O.G.EDGES 8 12"O.G.FIELD. CL+s 3.NAILING FOR PERFORATED 5HEARWALL5 TO BE CONTINUED N c } ABOVE AND BELOW ALL OPENINGS IN 5HEARWALL. C =3— N A33 15/32" PLYWOOD (EDGE5 BLOCKED) ' = 0 i�V 80 COMMON OR GALVANIZED BOX NAILS 4.ATTACH DOUBLE 2X 5TUD5 8 BUILT-UP CORNER STUDS AT +-' [�T ® 2"O.G.EDGES 8 12" O.G. FIELD: 5HEARWALL ENDS W/(2) I6D NAILS @ b" O.G. FOR ATTIC/ -0m FRAMING AT ADJOINING PANEL EDGE5 SECOND FLOOR 5HEARWALL5 AND(2) W NAILS @ 4"O.G. Q SHALL BE 3" NOMINAL OR WIDER 8 STAGGERED FOR FIRST.FLOOR SHEARWALL5. NAILS SHALL BE STAGGERED. 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWN5 AT job no.: ia� NOTE: FOR PLYWOOD 5HEARWALL TYPES I,2, 8 3 5HEARWALL ENDS. date a OCTOea:2016 i NAILSD (0 ABOVE, 2DI 2")GUN NAIMMON IL GALVANIZED LS MATCHING THE scale as worev NAIL DIAMETER 8 LENGTH MAY BE USED AS A drawn: K"A SUBSTITUTE. rev. ! rev.. < S- 5 ISSUED FOR PERMITTING sn4 II of 11 - J t e y .K. o d ZONE: DIRECTIONS: ' i .•� Sao .r { , RF RPOD ..:.i .. _ " .... - ( ) From Hy Is Take R ute 28 Area min 87120 SF into C lwl, Toke a left at lights ' r, i -•+'111,t + ,+ Frontoga(min) 150 ' onto Putnam'Aver e After Old" , Buffer Zone Calculations Width (min)no Post Road intersection take a Setbacks: - ,j. left onto dirt dr oy for:#135. ` Front 30' - .. ... Side 1$• E 0 161=.1,242 SF BLD+216 SF PATIO t -� { r �• Rear 15" ... i S AGE 1 83=1.05E SF BID. _ 0 o FEMA FLOOD ZONE ei_z4s1 S 0-TJ.'1 Zones Y. 2% AE(EL12), &AE(EL 14) _ ---- - --- -- - -- sp Ioo• r /I81=465 SF BLD Mop g 25001C0543J&25001C075Si.1' - - 1,B5 19,SF BLD eff. July 16,2014 ... _ _ __ ... .. lies=I91 sr eLo Mo�7 r x _ -_---_ --__ _ _ .. Tetvl=1.2)]SF _ r � ? I - REVISED GROUNDWATER,-' - Proposed PROTECTION OVERLAY DISTRICT: o-so•: 1181=216 SF OBSERVATION PLATFORMS Location Map :AP-Aquifer Protsctio Distr:Cfr- y - 1183=144 SF OBSERVATION PLATFORMS r 1185=144 SF OBSERVATION PLA70RMS r � r•- i' total=504 SF I'=2000't. .. (',i WELL ..ASSESSORS REF: O WELL' 50 f00• Ma 0 6`Parcel 040 i' • 1181-1.782 SF BLD 1 i,150 SF PATIO `p r: _ - /183=1.526 SF BLD+950 SF PATIO I ... .. WELL 1185=Z421.SF BLD+1.500 SF PAID . _ T Tolol=9.329 SF • M 1 g t R2q 461 SF) (9.329 SF 1.217 SF)X 3-29336 S Toiol Repuved-16,508 SF T.al Pro ndetl Fully Restored 50• Except for Obrerwtloo tion plallurms \ `q l � •fig/ t RA x -. / r oo CA J ,. 1 169.3 ...- r r .. ------------- jcota \ 5.r ;' .... 221,616�F5.09tAC to MLW ,. ./ _ -- - -229.1 I (Isabel Saizurl,at al.) �. .. / f . J CTF^Og423 .. -. �,•// / EXISTING DOMESTIC WELL i0 BE \, 198,�3SF 4.55tAC to-Aw ' r CONVERTED'i0 IRRIGA VON BE - O / _ ' \\ (Chaites R LeWell) -Lot 6 - .:. (... / .'" .,_.-. .. - .:. ! .. r L :.192,623tSF 4.423AC to MLW... (The Bluff,LLC) - Aopro.. i 3' F 209425 ' I 5 d l f 6 L be Ab d 310LMRroo 5Jit . y- --_ t ���,(((/I .. - 50%RESERVE lW / 3 2 \. 7 Tr 33. 33.5 o � t v / { RE t . .... .. "i %r' .PROPOSEDONr A \•.PROPOSED N - •.% -. .\8 BEDROOM' .. - - ... /50%RE R EPRC-� - , r .�SEPTIC - ` _3 A ' �' / ' p \ N Lcaf onxal C) - i 12_ �- r I - f be AbandoneLU 118 -41 8 - '� L�310CMRn 15356 •J I - I __ J (lei 12.8 z, uWr �•� O 1 \ .. .. �-• o J///..ir////r/i/% iH-ID .� O n1 ..' .. ... ,i , ( �� iH-'9:. I �, - \\. TH 5 a2 D.• N .. y\' J aa0 \ >< PROPOSED_.:. _ .. O D L J hhh O I ADDITION O \.\ _ -_ QROPOSED .. - _ ----_.__b 100'Ellerl - _ 32J i//!; m -- ` _ N '-T.9_ j / 37.Too- ` / M - PR OSEO J r- - _1 170 � 1 BEOROON.. ' SEPTIC 2 15 1181 / _�\7 -:. _ RELOCA/EO OWELEMG _ iH-2 • r tic > RELOCATED DWELLING r / f Y '\, 'PROVIDE DRIP EDGES . . PROVIDE GRIP EDGES' 1 _ ... FOR ROOF RUNOFF. :.. �' / FOR ROOF RUNOFF _ �{ \ _ PO ors a LAIFp WELLING/t FFE 4I.0'3 j O FFE 41.5't'__J / /! C\\ \ _ Io,r° -PROVIDE DRI.EDGES'- - _ ..:. ..... / E L S t e OOF UN - 1 _ 't b Aband d\ ( i FFFE 4� tOFFl. / qh J •. --_ _. // .SP '. / � I � PRO,POSEU 15 � - . PROPOSED iI I:I,I PATIO&WAL ° 1 '� .. ,.; PATIO&W CKS ! I I\�`i :'... (950 S.F. Al , /,,(/!/i. �• 3 Oki) PA nO rE IVALK -_ Y f �.}'-•t_ -. - ,8.� // d!- \' ..loo r/ 'Y fi / I5005.!'.3100 y- TC It ) --- -1 DISNRBED A AS 1 .I(: 44\ !!S�1 q' IL-/ WSIURBEO AREAY / DISTI�RBED AREAS - _ - �- r0 BE RESTORE VA1F1T' PROPO IED J,43;` /' / TO 8E RESTORED}N,H .. I \ -\ SED r RE_ RED Wrjif / S1pRY MEADOW. PRD 0�E 0 - 2 OR 3 NA VIRAL STONES- � _ 6?ION CON T11 MIX / // / ',�` Jd \ \_`. / OSION.CONTROL M ERO ON CONTROL.MIX 6 EOUIVA ENT TORPERMANEED YDEUNEAIE 50:, ! l/,/l �/� It•� /r./ FR .rr� � . RESTORED 50'BUFFER / / r 1 aa� \\ \. L J 2 OR 3 NATURAL STONES _. 1.1 - 1�IEr 4t 9 I i /ram { I 1 1 11 50" /BBPA IH- 50I OR APPROVED EQUIVALENT - - - I F,7 (hs IVAtA � r I _ }/ , PROPOSED WORK LIMIT - / r DELINEA - IF,7"t tOF If1/ � ''. y HAY BALES- W1 TI SILr FENGIN -- TO RESTOORED 50!13WFER .,/ / //�' M E1=40.8 NAVD 88 0 Inod C 21 Bon '^ //J%/ / /♦ PROPOSk�D 10BSERVAn DA 14061 /i - �_ � / ! /}`2p\ �A TFORM A�CRAOE(144 ._ PROP B E npN'( //� - -fV! DR^1- glY�y¢E/ 1_ :I7�NAl L CA nD q(ShlAPE SHALLBE _LN T �i &St I -- .. fEYQ•A�USTOP i Ai!010 VE�EV ON D P d'Coastal Bank .. de .. .. - . DPLATFO O 46 Sf GRA i - 1 // `\ \ TO ERAIANEN -EC,NEArE EW LLO�A T1fNd J-SH P��HAtk-�r` ATJy TEo-ro \ - i PROPb5t0. 3p'%_ FEMA Iene Llr - As Shown On FIRM Map Number 25001CO756J f 014 • -' o Boff 'I Ban4� - - - FF.M41,e ... - Edge o/Bach ll;ras __-__ •- - o ._. - �_ - - 10- _ AE(EC]q) < E t g.Ste - --- - and -_ .. I .ge Racks See 2SEJ 23 .-....tJ ._.LelvlBeh - Legend: --- —_ — c -- e C f I Beach .: •.• odor r.. - —O._ •:. _ --__ — _ = HWIy Tree 108t Mean Low Water —1OSf' Deciduous Uee Mean High Wo te�O EI=1.8'NOVD'29 - - --��—= 0 Coniferous Tree FCotuit Bay -0 r Guy :. . .. :... ... :. - , ity Uhi Pole _ R1411 . a✓ Well '.. .. r� .. .. ... .. T :. .. ... .... —DHW ..Overhead Wires Add Setbacks ill 3 2016 f - Add Cot en is per Hedlt b drtment181412016 '� ---25-- Eiewuon Conlo�r. Add Se !icm 6 20 2016 Revision: -..i,-•. .. .. .Incor orate Conservation Comments- 4 12 2016' TLE I] - PREPARED BY: -Site Plan ' PREPARED FOR: NOTES: Atsuli -p ' Proposed Im rovments � me Bluff ��c, et al. T) Theproperty Ire information spawn d's m P P F, eosin CapeSury R - ". compiled from available record information. . V� 4� 2J Wart By Rd.Suite G. ,. •. .. - - y (� ��11pp••''''}}{{��b firr�. ... .. ivan CU110U141ll W , Drt tie MA 02559 2) The topographic informof on s obtained ( 1 -err•/4m-.wre1=• from an on the round su y performed on 181-185 Putnam Avenue. . . cJae,aaeaM. raee,s9 >�srlc.ao�..m.wtoz� g �. in Irnr*� • + - or between 24/FEB/11.an -BARNSTABLE (Cotuit) MSS 1 D aft:JOD , Field. WHK KAR 0 10 20 40 - 3.) The datum used is NAVD ,'d fixed mean. DAI SCALE: n 1 .Review: JOD '.� Co"m Draft Review:RRL sea level datum. March :l 1, 2016 1 =20 . .. Project:98124,}" -Drawing// C527_iC2,ex1 - m. ZONE: DIRECTIONS: Ir ` C RF(RPOD) - From Hyannis Take Route 2B -; - Buffer Zone Calculations �{ ".`)' Area(min.)87,120 SF into Cotuit; Take a left of lights • ,�� Y 111 onto Putnam Avenue; After Old ("l Frontage(min) 150' µfidlh(min)no Post Road Intersection lake o I ErGIm9 .( •" Selbacks: left onto dirt driveway for fIJS. r'I P _ Front JO' FUTURE I I ItII I.2I2 5'F BLD+216 5F PATIO _ Side 15' GARAGE /.1 i /IB5=01.SF SF BLD _-� t' �r R t -}50• + Reor 15', Tlaf Z461 SF ' [ $' p{ FEMA FLOOD ZONE __----____-_ 50-100. e ------ - --- ----- _ 9' F- ____--- 1 461 SF BLD Zones X. 2X, AE(EL11),&AE(EL14) _____--- 'poi�ss1 SF B!D Map 6 25001CO543J k 25001 C075§.F'` MY1' - j 191 BLD �nS ell.July 16, 2014 _ ; - - Told- ,217 5F ' I - 1 REVISED GROUNDWATER ------ Popeeed i o-s0'�Te1.zis SF oesERvnnaN PutFoaus yet _ PROTECTION OVERLAY bISTRICT: ; I 1183-144 SF OBSERVATION PLATFORMS AP-Aquifer ProtectiO Dlslriclr - - 1 I /185.144 SF OBSERVATION PLATFORMS Location Map .. Y ' ' • -T°I"`504 SF 1"-2000.2 I' I 50-100': ASSESSORS REF.: WELL WELL I ) flan-1.782 SF BLD+1.150 SF PATIO I O I )' /IBJ=1,526 SF BLD+950 SF PATIO Map 0 6•Parcel 040 I 1, I I WELL /185=Z421 SF Bill+1,500 SF PATIO I Tot.)-9.329 SF ' M111,11-Requ9ed (504 SF-Z461 SO X 4--7.828 SF jI (9,329 SF-1.217 SF)X J-24,3J6 SF ``1\ I '� ) j - • Told Requked-16,5D8 SF I I 1 C' j I • Totd Pr Wded=Fluffy Restored 50'Bul(er- Ercept Ivr Obser 11-Plat(- . NNRE 1 - `1.11 li 1 ' `•,� I I- I I /J - GARAGE fO FUTURE .� '/ \ GARAGE `vi66.J ____/, 169.J �. - I ROPOS ----------- -- i -- -------- - __------ E�- /�EW�,T- SX ` i/ 22 221,61N�F59.1 A9tACtoMLWs_ / - - -1 - (Isabel"Marzun.etat) CTF.209423 `\ Lot 5 / \ �r 4e \ 198,WlSF4.553AC toyLW '\ _ i EXlsn«G oOMEsnC WELL 70 BE \, ` / Ir CONVERTED IRRIGATION WELL / (Chares$.LeWbil) / C", Lot6 CTF.209424 y 192,6233SF 4.423AC toMLW • /' (The Bluff,LLC) /. Agprox 3 1 CTF.209425 be Abondone /,� I2.8-I•�-�•I I�"-T I•Q /,,5� _ -1 I Remove)n I- j / 1I �,/ A-dun. II iH-12 JIGCMR 35{ / - SOX RESERVE Z O ,'\ / 1 TIJ-III- -JJS---►� = Y , -7 33.5 r/rn r o S e t %rrrir/i r O / o i / FUTURE I O 7 .I.i 1% I IZ7 1N- / GARAGE 12.8 / r •; 1 / \ !^ ' • - M , \ PROPOSED 1 \ 1^ PROPOSED`IO \B BEDROOM B BEDROOMO ♦ - %SOSRE R SEPTIC N i r nCqi - .H.. / PBBLUFFED J Appro.. tv\P t F _ / M i /1 - 'I / O / HOusE / Lacvllon I •v �," } e b don \ 12.8 _ / I 12.8 I/ I I/ rRem9 d In 'pRrl - I2.8 L/Accord vflh ET Z t - - 1 / ` /JIOCMR 15.354 SH 1 / M TDf LHt!IWO 14-JJ.S� - / e18, % 2 I - ,,\ j 7 P 1471?CA RT11 I / £ j L'k Tll(0:•LL JNG,r� O - 1' / 9/p if f Ft.Cx/IT.n TH-10. i L D(1ESi \ .In 6 O 12,0 O r O i r I ice/ t/ C//J` \- I_ 1.0 '%' !r lri�r////r/r///, 1H 9 I • _ TM-s O a I - n`I , Ic 1 i l PROPOSED-" O I i O.\ ADDITION `\ O O 1PROPOSfO O .O O '\ EYIS%rN? EC Q I BEDROOM / //) 10 F SEPTIC , .• �JL'NOLIc n - - =2_ - •�1.. £ tooPIT OSED AD IRON ' I'1 Is.. - ) // �.: RELOCATED 0 EE SING--, nl-2 - - O flel / :, ``- . •PROVIDE DRIP EDGES. •, I. - - ). , Z /RELOCATED DWELLING / ;'/' 10"\ \ FOR ROOF RUNOFF 1 ,\ •.!-/18 "' ,/ 1 I PROVIDE DRIP EDGES• / ///% \'•\ \ 1 __`- FFE 41.0'3 ppJo>( \ �(LOCA 7ED WELLING , FOR ROOF RUNO_F_Fp,____ - ,,/// ', _•.\ \ - Lo.nlfnn I •P120NDE DRI EDGES/' 1 / FFE 4n.5'd.` \ Erb'ng Slal m i FOR ROOF UNOFF/ O ea\ ( FFE 4�.'t PROPOSED J10 MR 15.54 / I PATIO&WALK _ I 1 /A %/1 4- -PROPOSED 1I I i I�i 1( (950 S.F.2) OSED- \ _�PATIOkW(KS /i'/'rrr/r//-L% Y0/S,t�3) r' I�l l 11 \ 1 I:' ` i /rn//rr>///� PA no k w/1LKgg /pro - \ ,may -.__.__._ EvJ1° LFCD - �_ "0:� /4/��/_III \\.`\ \•. .soe«/� _t nml,L n°rrmri .-0 / - - , _ - / m, RELfk'A El � .5 :I L Lao awie� i - _ ////////�/// ////////I /// // / r/ :.1 %,// •\, ..• IT 1% /////r///// / / 01511�RBED AREAS \ LL / DISTURBED AREAY / TO BE RESTORED,W17N -. - DISTURBED S ' .I III I I•r-\\ \�\�I'Cti�JJIy' PRO EDP/ iO�E RESTORED WN111 pR Y WAWA I 0 BE RESTOR YAM PROPO ED / I I (�,,•(:L \' / DRY MEADOW W/G1 // /II�1%1 .I/ EROSION CON. MIX I •• •• __i- �- ' /�'/ \i s•6'':;;:`\:� J!// /SS''�aosloH coumoL�i//// ., �� / 2 OR J NATURAL 570NE� 6310N CONTR •NIX - / ,r ///I( •1�; --1- ' OR APPROVED EOuIV / -(' / ///�.��- '+7._.•\�•�:^'•'•'. CJ ' / P T dQ J NA NRAL STONES TO PERMANENRYDEDHEATE 54, L1f �/ 1 1 p \ \.\ I i IATII 50 I PROVED EOUIVALENi RESTORED )I I IEprI,INIIFnb I/1// I"I' I/)% 1 1 1 1! / 50' ,..PROPO ED YA)RK OMIT / 1 TO PERMANENR OEDNEA ., 'I I I>injb� IIA[ /f�/ 1 t 1 I I I FESTORED 50 SUFFER- ` I \ Y BA SILT - �'-- ------ •fir Ri I1II 1I11` , - - _ TP of rose 1 RI POs IpLisEltvAn / CR El HA 5 IN n/ F NGN D,r ed Coostal Ban -- k,V,,,, _ PROPd5E0A85ER)N(TIoN/l, <f/� ?ems`': c��QORM.A7777�/Ab (IIt,$.RL'. _ '� T° °�Tc-k Slvle _ --__ -__-_ _ - _r1¢ib QRLi p>1NOOd/71(f�/.%/''_ __ LLQ•,A17JU lED T?,wau.V2FELEV. BON - -�.-Cr DvMeMMM Coos",Bonk I-___ ���__ Ji i��N// _-_ _ •: y ..•:���;^�•- R_JaJANFAL.STONES.- _Z,U,_n°ORFG,CT-7.RI(D�{771 sr�� Ae+ ` LO�AFB{!F_StlAI ___ -__ /•i i \- �IO��`•�: ''::�':___ - REYTQf7S1!'S=t7UIFER'.__�GEbB Ai!"JUSIJO=A'Y311�VE9C-TALON- -` ____-_-_____ --___-_----/--_-____-_ -_- ----�\• :�- - _ - �- _ _ �i-__ ._ �6_ - -__-./ Yap Number 25001CO756J H.July 16,2014 ._-__---__ ---o------_ - .-.__ - - _ �_�_�___- _ - i' lUl -• ° ° °,q1I o ° a 'IB°��IL111 Bollvm of Ban4 __ - __ _- Alf, 'I._..-._._.�____.__. �J - IRS, _.. _ of Be..h _ ... ��•"t' -�� -. _ ' � - - - -- - EKd SI 9 R Pier, • and Sloro a Racks 9 __ __ _ See SEJ-2123 .-_-___L_.__._ L- ,_ 1 _ 0 0 _ __ .__._-•_-____.wr.��_�_-__ - __ i�. _ _ _ Legend: Cv°slvl Beach- - cedar Tree -__ _ ---_9._J-- c_____________ �_ -_ -•--_�_ ' i b j H.Ry Tree Mean Lew We, 108f' - I • , �,�,,� Deciduous Tree 0 ' Meon High Water Can(lerous free O-l.B'NGVO'29 - July 2014 - O CB/OH Cotuit Bay -0 a, O well Pere rdal Q well =OMW- Overhead woes --25-- El-thin Cdnf- Add Setbacks 11 3 2016 Add Comments Der Health Department 8 4 2015 - Add Septic 6 20 2016 - Revision:Incorporate Conservation Comments 4 I2 2016 NOTES: Revision, PREPARED BY., PREPARED FOR:S77 ite Plan Proposed ImnrOVmentS p The Bluff LLC, et al. L) the property Inc information shown was m I"' r Enpeering�CapeSury compiled from available record information. -rq At Sdivaliconsuitbig,inaI]Wol Bay Rd.soil•c 2.j The topog pn c information was obtained OsferMle MA 02899 .181-185 Putnam Avenue (MILmsm•In emus•7FWWfb.0.bW ftMA0M Isoe)as-Isr4/uo-1vsm, or tw on the ground survey performed'on �► �i1�-•����� or between 24/FEB/i i and Q8/A61B�7. O BARNSTABLE, Catuit .MASS Droll:JOD Field: WHK/KAR -20 0 10 20 40 Be J.) The datum used Is NAVD'6 a Fixed mean n sea level datum. 1 V DATE March 11 2016 SGALE 1Lfe20t Rev ew: JOD Doawn9 C527e 1G2 eRL 7 Pro)ecl:98124 - e E ••VERIFY N FIELD•• v . N Yf N o b C 'V � r O N v � M w � o_ ` M W A MAINTAIN 4'-0•MIN. Y FROM GRADE TO BOTTOM OF FOOTING .) y (U N f_ ___________ _________________..________ _______________ _ N FLVIDABON GENERAL N0TE% -"_______________________________ ___________ G y -CONCRETE FROST WALLS TO BE B'Y"C-K y Y w r.EY%1PROVI�DE 2O R�OF E5 TE REBAR _ BATH I S. TOP OF WALL(!&MAIN -O*FROM GRADE TO BOTTOM OF FOOTING) 10'FROSTWALL �iBB MAINTAIN 4'-O'MIN SILLS TO BE n)2XG(PRESSURE TREATED)PV 5/6,A2• FROM GRADE TO ° BEDROOM 2 GALVANIZED OTEE ANCHOR BOLTS O 2'-B•O.C.MIN AND BOTTOM OF FOOTINS 0 e 1Y FROM COPIERS.BOLTS SHALL ENGAGE _ THERE RI PLATES AIID BE FASTENED PV PER PLATE A9111 TZ i (OR SIR -]-CIS i FLOOR TLII /� T18tE SM^11 A MIN.OF 2 BOLIs PER SILL.WA516R L" (OR SNNLPR CE:AR Sh'JW TO cRA 5P y J _� TO`.dT ON LPPHi DETAILS NOTE$ANp^fl®ULC rL MUNT1N5:NO W.N(iN5 U ON DWG.54 FOR ANCHOR BOLTS P1L2 DIIER(.OMFLTORS a RD..2'•B'X I'fi' IN d CA FOR AND E OF SLPERSTTBI'TURE TO EMBEDDED 0 �i PROVIDE ADDITIONAL - 0 S" FQRIDATION. ATIONI. - SILLSA�%AS CR SPACE SLAB r0 BE 2'CONCRETE DOER BELOW E%IST. Na ON FI DUST COVER(5000 PS) FLOOR JOK15 -PROVIDE ADDITIONAL SILLS'FURILNG A5 NEE 1EWO BE.OW EXr INS FLOOR t •� JOISTS. (2)E5 REBAR ~) o FIRST FLU TOP OF STRUCTURAL FOUNDATION NOTES IFp.NIDATION KILL V J . n)2XG P.T.SILL w s✓e•w2• V WALL/DEMO ANCHOR BOLTS a 2'-0• B'CONCRETE WALL a V J N -NO FCb R N TING TO BE ACED 04.MIN(2)PER SILL E 12• ��. ON 2NGREIE FOOTINS _ NITER OR FROZE!SOIL FROM CORN ERS TYPICAL; _____ �I MIN O BOLT$PER SILL _______. BE AND ITEMS TO w ` 8E RENOJED -CONCRETE T 3N MIN PC 3pOO P51 hB�DAYSSTREWN 2-CONC.DUST EASTING WALLS TO ��Pal REMAIN -ALL REINFORCINS BEAMS TO SE ASTM ABI5, fEYI WALLS GRADE 60,DEFORMED BARS -QEAR COVER FOR REINFORCING TO BE 3' # - 9 _y ro BOTraMs oP FOOBNRS$(chsT AGaNBr �; ' DEMO NOTES ', EARTW AND 1'AT SIDE$Gf FOOTIN55 OR WALLS. •SEE 5TRICTRhL GENERAL NOTE5 _TOP.A L SPACE AND TYPICAL DETAIL$FOR OTTER a CRAl15PACE TO BE RAVED WINDOPB E WALLS W:fdl�lg115 IB'4'r/-(E)U5TING) fq� NE BE ON AND PATCHED AS - N�OR REPLACE)AS NOTED. ••VERIFY N FIELD •• B• e• e• 2•0• FLOOR PLAN F O U N D ATION PLAN P FOUNDATION DETAIL(TYPICAL) 5 C,A L E 1/4' • 1'-0 ®/q• �� SCALE, 1/4' • 1-0' 6CALE; 1/2" • 1'-0' �a��o� wag OP - o n=�m II C 0 V N N (3.) > C ) U1 to � �'— to v _ o CL `y�RSLOTJR _.. SyUB FLOOR _. _. _... 9R9 FLOOR 'SW FFLCVR 1FJi19 it rri6 (FJillvr xT61�' ®IF FT ITC /FJCIST rrisj� QQ V U 14 to L 'a �m LD i i i i i i i job no.: 1411 F R O N T E L E V A T I O N R 1 GHT ELEVATION REAR ELEVAT I O N L E F T E L E V A T I O N date 15 SEPTrhiBER 201'1 SCALE. 1/4' 1-0- SCALE; 1/4' • 1'-0' SCALE, 1/4' • 1"-0- SCALE, 1/4' 1-0' Scale AS NOTED drawn:KNNIN rev. rev. 0 A- 1 - ISSUED FOR CONSTRUCTION sbt of i _o IB'-4'•/-MASTIN6) V ••VERIFY INFIELD " (A 4J _ O �o •V L to N a`Ci � r0 V v � M O O ` 4M m A MAINTAIN 4'-0'MN. FROM TO BOTTOMM OF OF F FOOTING (D � H � o 4 m H E FOLHOATON GENERAL NORi: _ ____________________________________ •CONLfgTE FROST HALLS TO BE B'TUCK rn ON 24'XI2'COW.WWRETE FOOTING O W KEY:PROVIDE 2 ROMS OF S REBAR BATH I `� TOP OF MALL 0%WAIN 4'-0'FROM 6RADE TO BOTTOM OF FOOlHN6) 10'FROSTM4IL MAINTAIN 4'-0'MR O SI1.1.5 TO BE A)2XH TREATED)W 5/B'42' FBOTTOM ROM 6PAm TO FpOrIN5 GALVANI2ED STEMANGIOR BOLTS a 2'-H•OZ.MN AIID mq BEDROOM 2 12'FROM CORMERS.BOLTS SHALL ENSA6E - L� CW( BOTH PLATES AND BE FASTENED W 3'K4'PLATE YlA_•AER"i. z AIWIN6•2-B/I-0 " GRAWL SP TERE SWILL A MN.OF 2 BOLTS PER SILL.M4�Q (OR SKLAR CELLAR SA•JB 3 TO �r AOE TO 54T ON LPPER SILL SEE DETAILS NOI.5 AMID SGIED.1.E M1NfIN5:-NRRRb ON DAB.S FOR ANCHOR BOLTS P1L2 OTHER CONHQLTORS a RO,Y-H'X r!' d FN F�ANGN�E OF SUPER'iTOKNRE TO EE EMBEDDED 'S+ • PROVIDE ADDITIONAL •SILLS/FURINS AS _ w WEEDED BELOW EXIST. DN _ -CRAWL SPACE SLAB TO BE 2'CONCRETE FLOORJ01515 DUST COVER(SOW P51) -PROVIDE ADDITIONAL SILLS'FURRING AS NEEDED BELOW EXISTING FLOOR -� ,GISTS. (Z)115 REBAR : .. :______________________________________________i ..-. OMW Ram . : : i TOP OF VJ WALL •— STRUCTURAL FOUNDATION NOTES F1 kRATION WALL/DEMO (1)2XB P.T.SILL W 5/ 02• a •A N ANCHOR BOLTS a 2'-0' B•CONCRETE WALL V J -NO FOOTNS TO BE PLACED N 04.MIN(2)PER 51LL 1 12' ' ON 24'X 12' - J WATER OR FROZEN SOIL FROM CORNOZ5 TYPICAL: CW KEYONCRETE FOOTNB _______ PALL5 AND ITEMS TO REMOVED Q' MN.(2)BOLTS PER SILL 1 - � WNCrgTE STRENGTH MN F1:•BOW PSI AT 20 DAYS 2'COHC,DUST REMAIN WALLS TO -ALL REI60.DEFORMED 6 BEAMS TO BE ASTA AGIS, COVER(SOW F5U REMAIN GRADE AO.DEFORNED BARS NEW FALU -CLEAR AND 2 FOR IMREI OFCING INS R Q 110 TO WTTOMS OF FOOlIN55(CAST AGAINST ♦ E ' To ISOT AND 2'AT SIDES OF FCOTIN65 OR DEMO NOTES MALLS. raP aF r-aonNs SEE s1WICAL AJ PO NOTES —e 5U L SPACE EXISTING DASHED WINDOWS l WALLS AMC TYPICAL DETAIL$POR OTHER - TO BE REMOVED AND PATCHED AS REQUIREMENTS IW-4••/-(EXISTINS) NEEDED OR REPLACED AS NOTED. ••VERIFY IN FIELD•• - 2-C FLOOR PLAN FOUND A T 1 O N P L A N FOUNDATION DETAIL TYPICAL) I SC ALE: 114 • 1'-O' SCALE: 1/4' • 1'-0' SCALE: 1/2• 1'-0• M-Q z o 24_4��az� <"-�sss�S 3 N � c � v o N FLF917 � � �� V�E v cs rrr a) C N C to 0 l') ro o SUB FLWR SIIB ROOR SLB RWR as FLOOR _ � r o FIRST PVLVL gg FIRT FLFt —. —. y�qFI 5T�� �I�ST�R 00 -6 }�wsnNB) fEJUSnN6) (EXISTING) �ISTWB) U N DD(O (� Qm — i i i i i i i � job no.: 1417 F RONT E L E V A T I O N RIGHT ELEVATION REAR ELEVATION LEFT ELEVATION date IS 5EPTEMBER ton SCALE. 1/4• 1'-0• SCALE. 1/4' 1-0• SCALE. 1/4' • 1-0• SCALE. 1/4' = 1'-0' SoaIB AS NOTED drawn:K1 rev. : rev. : 0 A- 1 ISSUED FOR CONSTRUCTION sht of M`* E E '•VERIFY IN FIELD•• N N ;d v o ru o �V ♦ � O c V o a` � 6 i o ` MAINTAIN 4'-0-MN. FROM GRADE TO BOTTOM OF FOOTINB m u m r O r- ----------------------------- r _________ - f° E FOUNDATION bENEtAL NOTES. _________________________ Y n -CONCRETE FROST WALLS BE B•THICK O ON 24'XIY CONE.CONCRETE FOOTING TO U W KEr;PROVIDE 1 ROMS OF 5 RUMBATH I - TOP OF WALL OAINTAIN 4'-O'FROM&RAVE O To BOTTOM OF FOOT HIS 10'FR05TMALL MAINTAIN 4'-0 MM. -FNLL9 TO BE(I)2X6(PRESSURE TREATED)W 5/9,A24 FROM GRAVE TO GALVANIZED 5WEL ANCHOR BOLTS a 2-B'O.G.MIR AND Ll eoTr°"OF F°°Tlra' - BEDROOM 2 e I2'FROM CORNERS BOLTS SHALL EN6A6E m C BOTH PLATES AND BE FASTENED W 4'le PLATE WASHERS. r` PWNSI -2-BA-6 L.O �LII THERE SHALL BE A MIN.OF 2 BOLTS PER SILL.WASHER S (OR IW LAR CELLAR SASHI S TO HAT I A TO Sir ON UPPER SILL.50 DETAILS NOTES AND SLHEALE ' MINTINS:NO MINTI V J N ON DFI&.5-4 FOR,ANCHOR BOLTS.MID OTHER CONBECTORS RO.i 2'-B'%1'!' FOR ANCHORAGE SI.PERsmerURE TO BE 13EEODED :4 • PROVIDE ADDITIONAL -Q -- IN FOUNDATION. _ _ - •SILLS/AABEL A5 •CRAW SPACE SLAB TO BE 2'CONCRETE NEEDED BELAW EXIST. DR -- F "O Fz- DUST COVER WOO PW FLOLOR JOISTS -PROVIDE ADDITIONAL 51LLSTVRRINS rB AS N®ED BaOW EXIST%FLOOR (1)!REBAR ' ~� ' YXSTS. .. _______________________________________________1 SUB RA C . .-FIRST FLOOR r TOP OF STRIKTU2AL FOUNDATION NOTES - FCUOATION WALL --0 .WALL DEMO v -- B)2X6 P.T.SILL W B/B'X12' AN°HCR BOLTS 2'-0' A B'CONCRETE WALL -NO FOOTINS TO BE PLACED IN 04.MIN(2)PER SILL R 12• 4 ON 24'X 12' HATER OR FROZEN SOIL AFRO r�CORNER9�LL CONCRETE FOOTING WALLS AND ITEMS TO BE REMOVED -LONCrgTE STRENGTH MN Fr,•8.000 P51 AT 20 DAYS -ALL RE HIS BEAMS,TO BE ASTM A615, CO�r�T� REMAExisrINS,WAL15 ro GRADE 60,DEFORIED BARS REMAIN lSI MALLS •AFAR(AVER FOR REITtORCINS TO BE 3' Q Y TO EOITOMS OF FOO�INSS(CAST A&aNST a i EARTW AND 2'AT SIDES OF FOOTIN65 OR DEMO NOTES Ila YIALL.S. •SEE STRUCTURAL 6ENERAL NOTES -ToPCP poen G Alm TYPICAL DETAILS FOR OTHER a CRAM SPACE EXISTING DASHED WINDONS R MALLS REWREN@RT� IB'-4'./-(EX15TIM) rT O BED REPLACEDPATCHED N AS '•VERIFY IN FIELD'- B' 8' 8' 2'-0• FLOOR PLAN F O U N D A T I O N P L A N FOUNDATION DETAIL TYPICAL I SCALE. 1/4' • 1'-O' SCALE: I/4' - 1'-0' SCALE, 1/2' • 1-0' -02:91 .nfo8-i g aN�g3o�6�L«e�'z L O V C� N w - E v �,�--M r) SUB FLOOR 5Le FLOOR SUB FLOOR '1B QJ f O ��IRSrN,F trr Epp O U i _U ro m Lp i i i i i i i job no.: 1411 F R O N T E L E V A T I O N RIOHT ELEVATION REAR ELEVA T 10 N L E FT E LEVAT I ON dale 13 5EPTEM MR 2017 SCALE, 1/4' 1-0• SCALE, 1/4' I'-O' SCALE. 1/4• - 1-0• SCALE. 1/4' • 1-0' Scale AS NOTED drawn:KTNN rev. rev. 0 A- 1 n ISSUED FOR CONSTRUCTION snt of 1 / Q � � � 1PROPOSEb Q Q Q - EX! 'NO SHED \ CL 1 BEDROOM �//%` TO BE - - -- _ - - 100' Buffer SEPTIC t . / / jPtMOLISHED PR OSED --'j�- '-� � �• /�: v' 100'Buf er -' 1,00' Buffer( _W_AD 7! � Z►� #181 RELOCATED DWELL7NG- TH-2 / t/ �� \ *PROVIDE DRIP EDGES* RELOCATED: DWELLING f // ;\ cs \ 1 FOR ROOF RUNOFF t \\ I 18 PROVIDE DRIP EDGES* \ # FOR ROOF RUNOFF FFE 4i.0 t t7 / t / / t,.\ \ \ \ F�LOCATED WELLING ' �9- - / / =` 1 *PROVIDE DRI EDaiR* - I O FFE 4�5'f / , / / / \ \ \ \ l \ �� T 1 F6R ROOF UNOFF1 FFE 4 't f �.- _._- ____._ ____- -'_' ✓��, j j �� /j`/ ./^ ��j i � � \ PROPOSED PA 710 & WA PROPOSED/ i ' j 1 j j '/�t 1 ( , ! j I / � PATIO & W LKS / , / � ' ,' (95 - �~ �-- �� i 1;. V ctI 17' 7 ..77-/7/.J./....1-7^ rs . 1 1 OWED � gg u� ( / ?/'/ l l f^ 1 `i ' ' `• \ _ / - / PATIO & WALK 001 To" ✓ 18 i {-- - - - - -�� , l t, ` \ 100' 183 / 1 500 S. t t 50 er / // / t\�' / cX,S�h v D i �� l 150' - - r /.. i / , \ ..B-Buffer-' - -Existin Dwelling , - _ • - ) ✓ TO RELOCA ED I 'I f / `, z D _ .fl. i j . . . . _ 50 Buffer �>�c _ -- - DISTURBED A AS ( �\ t \ LL STURBED AREA5I l DIST�IRBED AREA$TH - - t } (� j f , . ,� �✓ TO E RESTORED 01tH A. / TO BE RESTORED TO BE RESTORE WI TH } PROPO ED / ! I j ^ ti. PROPOSEDV. I .✓ / /, Y MEADO j Y-M[� PA / j J ', j f j.I , \ \�� \\ �� DRY MEADOW i EROSION CONiR L MIX 3\\ \ •. OSION CONTROL , 2 OR 3 NATURAL STONES- ION CONTROL-'MIX - / / / 1l j \`.' O �� �� •. J✓!/ - OR APPROVED EQUIVALENT / l i// / // / %/ J �l`.\\ �� �,\. `� - -i- TO PERMANENTLY DELINEATE Q / t ! / �,l/ j .` '�' ?S�� \\\�. \_' . t C� 7 2 3 NATURAL STONES ` a j jExi§t'nf f R i / j ) ` \ ) 1 1 i 50' / ( PATH 50 OR A PROVED EQUIVALENT RESTORED 50' BUFFER Existing > i„ ___. GXrS.i..� F'CttO j � / PROPO ED WORK LIMIT ' / T rob1er` t s 1 O RESTORED 50' `BUFFER T 1 _ ¢p A Y � / j tr (J Ii i H BALES WITH SILT FENjCIN i T Top of Town & State // /j:` �j i i / %, / j 1 i 's t ` �; ; f -- - - — M 1=4 NAV Defined Coastal Ban __ / r / // ' { ! / - -" to of CB DH fnd . . �� / / / / // / �' RQP4S BSEf�VA.T! 1 DA-14061 \ \QA ` / PROPBSL�Q f3S / ////�r.. _.. ?p .�LA\FO M A ADE`(1t44 S.f s 3 / : _.._ -._ ..__.. -- - - Fhd - Bank - - -- - - - _ -� �p�I o To & -P�A7' A / j '9�U C+ E�TL �0 j w i .Q`V N D -15 - _ - -- - - - - - - -- i i /N _ �� . - - - _ .. ._.. _ _ ._..._ _ - -- - - - _ _. ___ _ _._ i _ �, — ---- — 1 /� - x _ r` RMi� Q g ff _f-sH _ , �O I VyAl 1 _ _..... - - . ._. -� �-_.. _..._._.. __.. — , - _ _ .__._. ... r ., -�_ r FIEtD AOdt1STED-fi0_At/fl10:..VEGEA=TLON _ / 10__ _ - -- - ._ - - - -- -- -- - FEMA Zone Lines 3 , - T { - As Shown On FIRM _ _ .._...._ _ —~ - ____ --�7 . .- __. - ._ _ ..._ _ - __ - .._ 25 _._ _.... ....._ -._.� ,. / ..__ _...._ _... _.... .; �.,�.� .. '.-:-= _ . .. Ma Number 25001C0756J . _... .._.. __ _.. . - .... -- - '77. A R5 : ., -;Jam• 1,I O O ---. .. ._,.,., ..._ _ Bottom of Bank -' _ - - _ _. _ ,� .... ._ - - - -- _- -- -- --- -- -- -1�70 Q._ -hs q. Ed a of Beac -- -- .�' - - _. .. _ -- - Existing.Stairs,. Pier, -- -- - _. - - AE E and Storage Rocks -- -- _ _ a o.._'o ` _ _.._ 9 - _ o.... . o _...... ..._ See SE3-2123 . __ egen _ Coastal Beach --__ - _.._ - _.. .- - _ ..... _... _._ -.._.. ._- - ...... ...... ...... . — ...—.—_-- -.- - - sal -Beach - - _ 0o t `� ... . i _ - ...._. ._... _._. -7:7-- - - - C T ree --...-- y Tree -'-- oil ......... .. .... . ................................... .:................_.......: 108f — ....................._... Mean Low Water ..................._................................._. 108f- ............ ............... .................................................................................................... .............-M4 2 � _0 Deciduous Tree Mean High Water --'1 - EI=1.8' NGVD 29 "� Coniferous Tree July 2014 + i El CB/DH Cotu` It BayGuy �- Utility Pole Tidal ® Well OHW— Overhead Wires - -25- - Elevation Contour TITLE: PREPARED BY PREPARED FOR: NOTES: .Site Plan 1. The ro ert line information shown was � Proposed Improvments En ineerin & CapesurvThe 81 u ff LLC, e t al. � P P y_ compiled from availoble record information. �, Atconsuiting, mc. 23 West Bay Rd, Suite G Osterville MA 02655 2.) The topographic information was obtained 181 - 185 Putnam Avenue (5088)428-3344 • P.O. Box 659 . 7 Parker Road,Osterviile, MA 02656 .(508) 420-3994 / 420-3995fox from an on the ground survey performed on mil seci�sullivanengin,com • www.sullWanengin.com or between 24/FEB/11 and 08/AUG/27. BARNSTABLE, (Cotuit) MASS 3. The datum used is NAVD '88, a fixed mean Draft: JOD Field: WHK/-KAR 20 0 �0 20 40 80 sea level datum.. DATE: F Review: JOD Comp./Draft/ Review: RRL June 20 �= � 16 SCALE: 1 ��=20 ,., Project: 98124 Drawing #. C527_1 G2 ex 1 ZONE: UIHEGTIUNS' RF (RPOD) From Hyannis —Take Route 28 ' into Cotuit; Take a left at lights Buffer Zone Calculations Area (min.) 87,120 SF *�`•�; '� "° a Fronta e (min) 150' onto Putnam Avenue; After Old Width min) na Post Road intersection take a /' I �",► +� Setbacks: left onto dirt driveway for #135. / ,' i'� EExisting .. Front 30 FUTURE /' ,' � � #181 = 1,242 SF BLD + 216 SF PATIO '} Side 15' GARAGE /' ,� I ► #183 = 1,003 SF BLD a ° Rear 15' �// #185 = 0 SF Total = 2,461 SF u FEMA FLOOD ZONE - ----- I •� ' % AE EL12 , & AE(EL14) --------------------- I 50-100': 465 SF BLD - °M. Ti a? . Zones X, 2 ( ) --- /' ► I #183 = 561 SF BLD • r k ! Map # 25001CO543J & 25001CO75 � / , I #185 = 191 SF BLD F � eff. July 16, 2014 /'' -------------- -------- ------ �\ �\ Total = 1,217 SF • / 1 REVISED GROUND TER 1 I Proposed _ 1 I #181 = 216 SF OBSERVATION PLATFORMS PROTECTION O.WRLAY�DISTRICT: , / i i #183 144 SF OBSERVATION PLATFORMS AP — Aquifer Protectiop District #185 = 144 SF OBSERVATION PLATFORMS Location Ma I I n / i Total = 504 SF 1- ► / PROPOSED � I 1"=2000'f I! i WELL ► I , PROPOSED I 50-100 81 = 1,782 SF BLD + 1,150 SF PATIO ASSESSORS REF.: ' PROPOSED # WELL O � i WELL #183 = 1,526 SF BLD + 950 SF PATIO Map 036 Parcel 040 i I #185 = 2,421 SF BLD + 1,500 SF PATIO \ \ ► I I j Total = 9,329 SF Mitigation Required (504 SF - 2,461 SF) X 4 = -7,828 SF ► (9,329 SF - 1,217 SF) X 3 = 24,336 SF \ ► I Total Required = 16,508 SF `\ \\ i I ► Total Provided = Fully Restored 50' Buffer - \ Except for Observation Platforms \ 1 1 FUTURE GARAGE FUTUREko / \\ \� ,\ GARAGE \ `\166.3 - -- -- - - i 169.3 t v 1192.5 PROP _ '------------------ _.. 5.1 o l i ------ -- 229.1 T. EXISTING WELL & STORAGE TANKS - J - / t / / ` ► /TO.BE ABANDONED OR REMOVE'1?srp �- "'' Lot ► / ® \ 198,480±SF 4.55±AC to MLW Lot 4 (Charles R. Lowell) 1 Lot 6 / I 221,,616±SF 5.09±AC to"MLW CTF. 209424 / j 192,623±SF 4.42±AC to MLW \`\ (Isabel Barzun, et al.) ► (The Bluff, LLC) \ / CTF. 209423 // �' � 1 ( CTF. 209425 12.8 1 j TH-12 j 50% RESERVE W \\ \\ l t T 1* 33.5 --I . 33.5 f H-7 33.5 to i \ I O / ---- 7 UI`URE i f +I t / f °n TH-4 GARAGE 12.8t O N _. ..._... _ . . ....... ........ __ PROPOSED E '"'Pi. O i A \ 8 BEDROOM -Ij / 8 BEDROOMQ 0 t 50% RE R SEPTIC \SEPTIC N00 r--- ------ t O: PROPOSED 7 \ V --'- l Q A/ ,_ ✓ BLUFF � \ O I t