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HomeMy WebLinkAbout0023 ATLANTIC AVENUE a3a�� C Avg -1 r T v1t�\NG OEp�• ' Application Number..........: ..t5.�.. D,�l.�................. F� • � g ©b C H PBLE Permit Fee....:�3 d J,t...................Other Fee.................:...... 16` Total Fee paid............................. ............................. TOWN OF BARNS'T'ABLE PeruApprovWby..Ub...............on..� 0� BUILDING PERMIT ..QaC ... ..(1.d 1. APPLICATION Section I-- Owner's Information and Project Location ProectAddress 23 Atlantic Ave . Village Hyannisport SCANNED Owners Name 'BW Residential LLC. AR 0 2 2020 Owners Legal Address 8 0 Re i f snyde r Rd. City 11 ey State PA Zip 19547 Owners Cell# E-mail Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial,Structu Under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3--Type of Permit ❑ New Construction [] Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ .Sprinkler System [] Addition ® Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation ,^ Other—Specify Section 4 -Work Description Blue- Wall height up to 6 ' exposed, retaining max --4"fir lotal wall height with footing up to -10 ' .Approx Length 143 ' Pink- Wall height with footing max 61 , retaining max 41 .A rox Length 26 ' e ow- a eight 1 ' -2 ' exposed, retaining max 1 ' -21 . Approx Length 54 ' More details to come Structural details to be submitted at a later. date as required prior. to commencement of project : I Application Number................................................. . Section 5—Detail Cost of Proposed Construction $5 0, 0 0 0 Square Footage ofProject Age of Structure N/A Dig Safe Number 2 019-2 3 0 74 21 #Of Bedrooms Existing N/A Total#Of Bedrooms(proposed) ' N/A 110 NTH Wind Zone Compliance Method [] MA Checklist [] WFCM Checklist Design ' Section 6—Project Specifics El Wig E( Oil Tank Storage Smoke Detectors �] Plumbing [] Gas ' [] Fire Suppression ❑ Heating System El Masonry Chimney Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Pina I am using a crane ❑ Yes ❑ No . Section 7--Flood.Zone Flood Zone Designation N/A Within or adjacent to a wetland,coastal bank? ' Yes [E No ❑ . 1 Section 8--Zoning Information - Zoning District RF-1 Proposed Use Lot Area Sq,.FL 60984 Total Frontage N/A Percentage of Lot Coverage N/A #of Dwelling Units(on site) 1 ' Setbacks Front Yard Required N/A Proposed N/A Rear Yard Required. Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes Q No Last undated:2/9/7018 i - ApplicationNumber........................................... Section 9--,Construction Supervisor Name CRAIG ASHWORTH Telephone Number 508-428-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 Address_ BARNSTABLF RD city State Zip License Number C S-015 8 51 License Type C S L Expiration Date 0 9/2 8/2 019 Contractors Email Cell Cell 508-243-5588 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building ng Code. I understand the constriction inspection procedures,specific inspections and documentation required by 780 CMR and To of Bagxsrle.Attach a copy of your license. Signature Aea.. e Date Section.10 —Home Improvement Contractor' Name E .B NO RR I S & SONS Telephone Number -5 0 8 4 2 8-116 5 138 OSTERVILLE W. OSTERVILLE MA 02655 Address BARNSTABLE RD City State Ztp Registration Number 10 2 014 Expiration Date 0 6/2 9/2 0 2 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re ' d by 780 CMR and the To ofBamstable.Attach a copy of your H.LC... Signs Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I unnderstand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature 7 " . . , Date Print Name CRAIG ASHWORTH Telephone Number 508-428-1165 E-man permit to: OFFICE@EBNORRIS .COM • J Town of Barnstable • Regulatory Services annxSrABM> Richard V.Scali,Director EcMo►i. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of.the subject property t hereby authorize E.B.Norris&Son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 23 Atlantic Ave,Hyannis Port MA 02601 '. (Address of Job) **Pool fences and alarms are the ibili ons resP tY of the applicant. Pools ` •' are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Own�q Signature of Applic Print Name - Print Name l2- CQ , Date W04mino-) vm 4, Office of Consumer Affairs and Business Regulation . One Ashburton Place - Suite 1301 ` Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Corporation ERNEST B.NORRIS&SON INC 3�'= 2 '" `~r Registration: 102014 ,.ri7 i- ,;1` Expiration: 06/29/20.20 138 OSTERVILLE W.BARNSTABLE RD. 4, OSTERVILLE,MA 02655 Update Address and Return Card. 5CA 1 0 20M-05I1Y rf�r (f`niirri�i�ru�nii�/�n/�''!/rtf,lrri•Iiidn//� _ - Office of Consumer AHaifs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Corporation before the expiration date. If found return to: j Registration Expiration Office of Consumer Affairs and Business Regulation i 102014 06/29/2020 One Ashburton Place-Suite 1301 ERNEST B.NORRIS&SON INC Boston,MA 02108 CRAIG N.ASHWORTH 138 OSTERVILLE W.BARNSTABLE RD., OSTERVILLE•MA 02655 Undersecretary Not valid without signature - _ s 4 r A Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr.uctbrl IS`U'pervisor ., CS-015851 4Etpires: 09/28/2021 CRAIG N ASHWORTH 138 OSTERVL W BARNSJBL RD ; N r OSTERVILLE MA 02655 ti h 1 a OItiS la����` ft r 1 Commissioner / , zThe Contitionst-ealth of.41assachnsetts :_�---- Dejral-tt11ent of1rid tstrial AcciLfews Office ofInves igatfons + 600 Washington Street Boston,li14 02111 sa+st�it'.tlrtzss.gas3ldzc� Workers' Compensation Insur tnce:4flid.-nit:Bvlitlders/Contractor•s/EIectriciaus/P:lumbers Applicant Information Please Print Lea t1�^ Name(BtisinesvDfgmu ntion'Indi%idual): E.B. Norris&Son,Inc. Address: 138 Osterville West Barnstable Road . • I City/State/Zip: Osterville,MA 02655 Phone#: 8-42 -1165 Are you an employer"Check the appropriate box: Type of project(retluir etl): 1,N I am a employer with 15 4. ❑ I ant a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑New constniction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ©Remodeling she Theae sub-contractors have,. P and hate:no employees p 3'�s g ❑Demolition working for rue in any capacity. employves and have workers' g_ ❑Building addition [No workers'comp.insurance comp,insurance.1 requirect] 5. ❑ Ive are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeov6mer doing ail work officers have exercised their 11.❑Plumbing repair,or additions myself. No workers'taro . right of exemption per ivfGL y � F 12.❑Roof repairs i insurance required.]' c. 152,§1(4),and the have no I empt,oyees_[No workers' 13.❑Other comp.insurance required.] 'Any applicant that checks boar#1 meta also fill nut the section below showing their taorhers'caurpeusatiom policy informadoa. f Homeowners who submit this affidavit indicating they are doing all ward and then hire outside tontmctors must submit a new aff cuva indicating such. •'Contractors that check this boa!trust amcbed an addidotul sheet showing the nacre of the sub•co=ctors and state whather or not those entities have employees. Is the sub-cantractors have emptoyees,they must provide their workers'cwnp,policy number. I rrrrt art eutintaper tkat rs prn.�diaig»rockers'cotttllertsntion irasrtrartce�or ta,y etraployees Belo+r is t7te polh;v anrdjob site if farruatiair. ,. Insurance Company Name. Employers Mutual Casualty Company Policy#or Self-ins.Lie.«:: WCA539025110 Expiration Date: 5-3-20 Job Site Address- CitylStatelZip: Attach a copy of the workers'compensation policy declaration page(shorting the policy.number and expiration date). Failure to secure coverage as required=der Section 25A of MGL c. 1.52 can lead to the imposition of criminal penalties of a fine up to$1,500..00 au&or one-year imprisorunemt,as well as civil penalties in the f6mi of a STOP WORK ORDER and a fine of up to$250.00 a clay against the violator. Be advised that a copy of this statetuent tanu^ty be forwarded to the Office of Investigations of the DIA for insumce coverage verification. I do hereby coeti t under die eras atad es o peduty the ulna infvrmta:tron provider!abote r.s trite and correct: i phone#_ 508-428-1165 Official loser ottly. Do not'tnrfte in this area,to be cvtitPleted li} city or towno�cia? City or Town: PermidLicemse# I Issuing Authority(circle one): J 1.Board of Health ?.Building Department 3.C.ity/Toxim Cleric 4,Electrical Inspector 5.PIumbing Inspector 6.Other Contact Pelson: Phone#: 6 I _ Town of Barnstable Building x ':.' 'fir��_�. � °".2. :, ;� �� ;� ` .i <, er�. �.w .a '�� ��•: � � ��'s� � ""'�.. '�',,"`,•,`" `�53"t R '','� SAWM Past ThUis Card�So That tt,is Visible.From aheStreet Approved Plans•Must be Retained on Job and,,this Gard Must be Kept ABLE, # .:�`� ; s '". �, "'atec :ti s,' 3'' '^ �:•, •`„a � „� Posted ntPermit il Final Inspection Has Been Matle a x s r �. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made �.NA.,.. w..a..,w.. ..,... �.,w,...x,wn.a ..�e.,�s«.. ,_x. kar na.,. .,•ate,.......:«,.•x-�.a�>..�,e..,.•».�>..., a.. ,....»e...aa.., rzd�;.-.;.,.*..'�...,: s ..,_.,....;.� .., =,tea:...7 �., a.»... �s.>,. >.. ,... .....,�k Permit No. B-20-320 Applicant Name: CRAIG N ASHWORTH Approvals Date Issued: 02/04/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/04/2020 Foundation: Location: 23 ATLANTIC AVENUE, HYANNIS Map/Lot: 286-001 Zoning District: RF-1 Sheathing: Owner on Record: BW RESIDENTIAL LLC Contractor Name: CRAIG N ASHWORTH Framing: 1 Address: 80 REIFSNYDER ROAD i Contractor:_License 'CS-'015851 2 OLEY, PA 19547 g Est Project Cost: $50,000.00 Chimney: Description: Blue-Wall Height up to 6',retaining max. 4'total wall height with Permit Fee: $305.00 footing up to 10'Appox: Length 143' Insulation: FeeYPaid. $305.00 Pink-Wall height with footing max. 6', retaining max 4',Ap�rox Final: length 26'.Yellow wall height 1'-2'exposed, retaining max'ift.::"2ft Date 'r 2/4/2020 Approx Length 54ft.structural details to be submitted at a later date as required prior to commencement of protect 5 Plumbing/Gas W' Rough Plumbing: Project Review Req: Building� `. g Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autFioriiecl by this permit is commenced within six"months after;issuance. All work authorized by this permit shall conform to the approved application and the-approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lav✓sand codes. This permit shall be displayed in a location clearly visible from access street oeiroad and shall be maintained open for p�blic inspection for the entire duration of the Final Gas: work until the completion of the same. . %� z Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmgzand Fire Officals are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: w x a Service: 1.Foundation or Footing f Rough: 2.Sheathing Inspection .. '„,....w. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to,be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation _ 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth.in MGL c.142A): - Fire Department Building plans are to be available on site Final All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r; Town of Barnstable Building * "` ��r '.. ++ "�`"T m P*"' e"`°°" :%&s �`' "�" Post:This,Ca rd SoThat it♦is Visib le From the Street Approved Plans,Must be'Retained on Job and the CardMust beKept IT \ �.\ �� �z\ � 'a's Ye` .\' � �' a,��\ •a ais :aa� � ' a � aPosted Until FinalInspectionHas Been Made _ � r i° Where a Certificate of Occu anc' Is Regju�red;s ch Building shall Not'be Occupied until a„Final Inspection has#been made a t Permit No. B-20-168 Applicant Name: CRAIG N ASHWORTH Approvals Date Issued: 02/04/2020 Current Use: Structure Permit Type: Building-New Construction-.Rebuild After Expiration Date: 08/04/2020 Foundation: Teardown Map/Lot: 286-001 Zoning District: RF-1 Sheathing: Location: 23 ATLANTIC AVENUE, HYANNIS t . Contractor Name::. ..CRAIG N ASHWORTH Framing: 1 Owner on Record: BW RESIDENTIAL LLC Contractor License: CS-015851 2 Address: 80 REIFSNYDER ROAD Est Project Cost: $ 130,000.00 Chimney: OLEY, PA 19547 # Permit Fee: $763.00 Description: Demolish Existing Garage Structre,Construct Ne 24x 7"x24'x7" Insulation: w garage. 10'x1"x21'x1" Green House ;:l ' Fee Paid;' S 763.00 Final: Date, ,�� 2/4/2020 Project Review Req: As-built on foundation will be required,,for approval I Plumbing/Gas .y r Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work author zed4by this permit is commenced within six months afte-issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor which this permit has been granted. Rough Gas: Aliconstruction,alterations and changes of use of any building and stru�cturgsAall be in compliance with the local zoning by Laws and codes. This permit shall be displayed in a location clearly visible from access street 6'r road and shall be maintained open for public inspect on for the entire duration of the Final Gas: work until the completion of the same. P �_ Mr. ' Q Electrical The Certificate of Occupancy will not be issued until all applicable si natures b the Buildm .anr.ire Officialsare rovided on this; ermit. P Y PP g Y gP P Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection �, , ' Rough: ..w.,., �f. ,....e: a, ,.tY - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: > _ Town of Barnstable uldlil.' «�� st�a ... ^'!T.. 9^"C».";..a. '' '. � .. ... az„ , ., F." P»E" :. ``;' a <am• a '4 ,.a d':ax ,.,. v^`.,E - Post This Card So That�t is V�s�ble From the StreetApproved Plans;Must-be Retam`ed on Job andah�s Card Must be Kept M" Posted UntilFinal Inspection Has Been Made ' �k � e Where a Certificate of Occupancy%�s Requ red,such Bildmg shall Not be Occupiedunt�l a�Final Inspection�has been made Permit ' Permit NO. B-20-167 Applicant Name: CRAIG N ASHWORTH Approvals Date Issued: 02/04/2020 Current Use: Structure Permit Type: Building-Demolition-Accessory. Expiration Date: 08/04/2020 Foundation: Location: 23 ATLANTIC AVENUE, HYANNIS Map/Lot: 286-001 Zoning District: RF-1 Sheathing: Owner on Record`. BW RESIDENTIAL LLC 'Contractor Name- _CRAIG N ASHWORTH Framing: 1 Address: 80 REIFSNYDER ROAD V Contractor.License: CS-015851. 2 - OLEY, PA 19547 o __,Est. Project Cost: $20,000.00 Chimney: Description: Demolish Existing Garage. 1 - Permit,Fee: $50.00 z Insulation: Project Review Req: Fee Paid:' $50.00 Date 2/4/2020 Final: 4 r Plumbing/Gas y , Rough Plumbing: all, .. Building Official I Plumbing:Final um ing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sixmonths afterissuance. All work authorized by this permit shall conform to the approved application and theilapproved construction docume, s:for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall=be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location Clearly visible from access street or'roadland shall be maintained open for public mspecti n for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate'of Occupancy will not be issued until all applicable signatures by the Burldingand Fire Officialsrare�provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: a Service: 1.Foundation or Footing ; �.� Rough. 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed _ 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: V,0 d - k - J �z o hcatian Number..... b. JQ.......1.(.v..9 ........ * MAM Permit Fee.......... ............... ...........Men Fee........................ ?0utz ��a . . ..... ... ... ........ �z J perk�gro ,i by... .................aa.. .... TOWN OF BARNSTABLE ... BUILDING PERMIT ' MW....... ........... ............. --............ APPLICATION Section I-- Owner's Information and Project Location ort Project Address 23 At 1 ant i c Ave . Village Hyannisp — 8 NED Owners Name Bw Residential LLC. FEB 0 41010 Owners Legal Address 80 Reif Snyder Rd. City 21 ey State PA nn 19547 Owners Cell# C/O; 508-428-1165• El C/0 EBN; office@ebnorris .com O Section 2—Use of Structure Plitt WJLUJ/VG ®EPr P Use Grou R3 ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet AN 2$ 2020 ❑ Single I Twa Family Dwelling TOWN OF BARNSTAStr Section 3—'Pype of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure '❑ Change of use ® Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fare Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation ,r n Other—Specify. Section 4 -Work Description Demolish existing garage structre, construct new 24,.!,-111x24 ' -7" garage, 10 ' -1"x21 ' -1" green housee�tEf#hlil- 1 r+--i�r�t �nrm ■., --` .�.��r,.ve T.aat tm�latPti•919M.n1 R Application Number.................................................... Section 5—Detail $15 0, 0 0 0 Square Footage of Project 840 Cost of Proposed Construction Q Age of Structure Est 19 5 0 's Dig Safe Number 2 0 2 0-010 2 013 #Of Bedrooms Existing 0 Total.#Of Bedrooms(proposed) 0 110 MPH Wind Zone Compliance Method [] MA Checklist x(] WFCM Checklist Ux Design Section G—Project Specifics ® Wiring E] Oil Tank Storage ❑ Smoke Detectors ® Plumbing [] Fare Suppression ❑ Heating System ❑ Masony Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District Hyannis I1istoric District (] Old Kings Highway Debris Disposal Facility: Pina I am using a crane ❑ Yes ❑ No Section 7--Road Zone Flood Zone Designation N/A Within or adjacent to a wetland,coastal bank? Yes Er No ❑ Section 8—Zoning Information Zoning District RF 1 Proposed Use Residential Lot Area Sq,,Ft. Total Frontage N/A Percentage of Lot Coverage N/A #of Dwelling Units (on site) 1 Setbacks Front Yard Required N/A Proposed N/A Rear Yard Required N/A Proposed N/A' Side Yard Required s.6- Exist Proposed 5.6 Has this property had relief from the Zoning Board in the past? ❑ Yes 0 No Last imdate&2/9018 Application Number........................................... Section 9--,Construction Supervisor Name CRAIG ASHWORTH Telephone Number 508-428-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 AddresS P Rl� ALE RD City State 7�p License Number C S-015 8 51 License Type C S L Expiration Date 0 9/2 8/2 019 Contractors Email CASHWORTH@EBNORRIS .COM Cep 508-243-5588 I understand my responsibi7ides under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and To of B ble.Attach a copy of your license, z Signature zed. �'�, Date Section-10 —Home Improvement Contractor Name E .B NORR I S & SONS Telephone Number 5 0 8-4 2 8-116 5 138 OSTERVILLE W. OSTERVILLE MA 02655 Address BARNSTABLE RD City State Zip Registration Number 10 2 014 Expiration Date 0 6/2 9/2 0 2 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re d by 780 CMR and the To of Barnstable.Attach a.copy of your H.LC... Signa Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR,and the Town ofBamstable, Signature Date APPLICANT SIGN.ATUl Signature j 2,,,, Date Print Name CRAIG ASHWORTH Telephone Number 508-428-1165 E-mail.permit to: OFFICE@EBNORRIS .COM T nln^A1n I Section 12 --Department Sign-Offs Healfh Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval e o e s o j o e a ° o J ' 0 ' t e See Attached Owner's Authorization Form l/1 1 Last undated 2/9aO18 Town of Barnstable Regulatory Services RAMs AEM MASS, Richard V.Scali,Director Building Division Ec Mrs' Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete o plete and Sign This Section If Using A Builder as Owner of.the subject property hereby authorize 1E.B.Norris&Son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: i 23 Atlantic Ave,Hyannis Port MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Own Signature of Applic Print Name Print Name t2' EQ ` C Date r Client#:646400 2NORRISEB ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDrfM) 05/15/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHONE 508 775-1620 FAX 5087781218 A/C No Ext: A/C,No Dowling&O'Neil Insurance Agy ADDRESS: P.O. Box 1990 INSURER(S)AFFORDING COVERAGE - NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance Company 31325 INSURED INSURER B: E.B. Norris&Son,Inc. INSURER C: 138 Osterville-West Barnstable Road Osterville, MA 02655 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MMIDD/YYYY MM/DDNYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CPA539024810 05/03/2019 05/03/2020 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �X OCCUR PREMISES Ea olccur ence $300 OOO MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY ECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCA539025110 05103/2019 05/03/202 X PER O AND EMPLOYERS'LIABILITY TH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? a N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under 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) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED RREPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S235754/M235753 LS1 f Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr,yctf'oA'SUpervisor t CS-015851 2Ekpires 09/28/2021 T ; CRAIG N ASHWORTH =+ = � 44 138 OSTERVL W BARNSI BL RP < t OSTERVILLE VIA 02655 �Y s Commissioner i The Continorttrealth of Massachusetts �- --= Departwent ofIndustrialAccidents Office of Investigations -� 600 Washington Street �! BOstO7r, 1114 02111 D!!D!!1t'.Ii'laSS.gt7t'f[�xa Workers' Compensation Iusar once.Alfi latiit: Blinders/ContractorslEIectricians]Flumbers Applicant Information Please Print Legib Name(BtisinesvOigmazation.Tmdiiidual): E.B. Norris&Son,Inc. Address: 138 Osterville West Barnstable Road City/State/Zip: erville MA 02655 phone#: 8-42 -1165 - Are you as employer"Check the appropriate box: Type of project(regniresl): 1.® I am a employer with 15 4. ❑ 1 am.a general contractor and 1 eluploy ees(full audio pact-time). have hired the sub-contractors ❑New con3trnction 2.❑ I air a sole proprietor or partner. listed on the attacked sheet. 7. ©Remodeling ship and have.no employees These mb-contractors have: S. ❑Demolition working far tie in any capacity. enaplo)ves and have workers' ❑Building addition [No workers'comp-insurance comp.insurances g required.] 5, ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homemmer doing all work officers Have exercised their 11.7 Plumbing ryepair,or additions myself.[No workers'comp. right of exemption per?YIGL 12.❑Roof repairs j insurance required.]* c- 152,§l(a),and use.have no employees.[No workers' 13.0 Other comp.insurance required.] Any applicant that cb9clts boat#i mtu-t also SU.out the section betoty shMfil-K their W0XkGIS'caaapettsatietlpoiicy infon=tioa. t Homeowners who submit this affidarit indicating they are doing all watt and taea hire outside contractors mast submit anew affidavit indicating such. :.Contractors that check this box must atuched m addidowl sheet showing the oaute of the sub•ctmractors and state whether or not those entities have employees. Is the sub-connectors have emptoyees,they must provide their workers'colnp..policy number. I alit all dlltplaper that is pro*7dhig workers'conipensal.tion insisra cep for my employees. Below is the pvH4;.v atltd join site i ilrfvrlrrattr`alt. Insurance Company Name.— Employers Mutual Casualty Company Policy A or Self-ius.Lic.-: WCA539025110 Expiration Date:. 5-3-20 Job Site Adcires:s- Cit.ylState/zip: I Attach a copy of the workers'compensation policy decltsration page(shouring the policy number and expiration slate). Failure to secure coverage as requited cruder Section 25A of MGL c. 1.52 can lead to the imposition of criminal penalties of a fine up to$1,500.00 au&orone-year imprisonment,as well is civil penalties in the farm.of a STOP WORK ORDER and a fide of up to$250.00 a clay against the violator. Be advised that a copy of this statement amy be forwarded to the Office of Investigations of the DIA for insututace coverage verification. I do hereV cMi t utrder dire 11,115 alad tees o petjaal;y theit floe inforrlaaati©tlprorided above is true and car'rect: i Si ature.: 4: Date: phone#_ 508-428-1165 � I Oriceal use only; Dv not write ht tlszs area,to be cvinpleted by do or ton'lo offlciat i City or Town: PerraiirLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.C'.itrflaun CIeI'i; .Electrical Inspector S.Plumbing I.n.spector 6.Other Contact Person: Phone M. 6 nationalgind June 10, 2019 23 Atlantic Ave. Hyannis This letter,is to notify you,that after our investigation it has been.determined that,the gas service 23 Atlantic Ave,Hyannis was found to be cut-off on 6/10/2019. M his letter DOES NOT preclude the excavator or homeowner from calling 811 before commencing any' work. State law requires anyone planning underground excavation work to notify local utilities by calling ,811 to get your underground lines identified for you prior to doing any digging_ The call to 811 is th LAM and must be made in advance of starting work. This confirmation letter of a gas cut-off DOES 14C}T `relieve the excavator of making the call to 811. It is_a_State_Law requirement. If you have any questions, please feel free to contact meat 781-907-3728 Thank you,. Colin Galvin nationalgrid Gas Connections colin.galvin@nationalgrid.com 781-907-2958 °F� rgkti Department of Public Works 47 Old Yarmouth Rd. 326 Water Supply Division Hyannis,MA. ` 02601-0326 BARNSPABLE, 9 MASS. $ TEL:508-775-0063 1639. A,0 Hyannis Water System Operations FAX:508-790-1313 _ FD MA'S June 14, 2019 Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis MA 02601 RE: 23 Atlantic Ave- Hyannis-Account#601423-2 Dear Sir: Please be advised that the above water service was shut off at the curb stop and the meter removed and the service was cut and capped on June 11, 2019. If you have any questions, please call the Hyannis Water Systems office at (508) 775-0063 x 3524. Sincerely, - Donna L. Caperello Hyannis Water System EV E RS 9 U RC E We Station Drive Westwood,Massachusetts 02090 ENERGY June 13, 2019 Tim O'Neill E. B. Norris & Son i 138 Osterville /West Barnstable Rd Osterville, MA 02655 RE: 23 Atlantic Avenue, Hyannisport, MA 02647 Dear Mr. O'Neill: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 06/3/19, the electric service to 23 Atlantic Avenue, Hyannisport, Ma 02647, has 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 (888) 633-3797. Sin rely, Susan D. Electric Services Support Center k t n 21 K ( �� P P/Lt0(L TOMi 1NSP��Co�.s January 28th, 2020 Town of Barnstable ' Building Department 200 Main Street Hyannis, MA 02601 -a a Re: BW Residential LLC , 23 Atlantic Ave OU Hyannisport, MA 02601 ' Filing:Garage Permit * ON _ M Building Department; Per a conversation with building inspector Ed Bowers on 1/24/20 we are now including this site plan clarifying the existing and proposed setbacks on the east of the garage structure. Ed suggested we attach this memo with the application so thatt.Brian Florence,-Building Commissioner will review the package for approval per zoning section 240:9-2� as this existing structure pre-dates zoning and as an accessory structure is allowed alteration by right. Brian has previously discussed this project and the zoning section with Craig Ashworth in March of 2019 for these reasons. P ; Sincerely; Tim O'Neill Barnstable Bldg. Dept. Project Manager E.B. Norris&Son Approved by: (508) 375-5465 Permit#: 138 Osterville/West Barnstable Rd Osterville,Massachusetts 02655 Phone: (508)428-1165 Fax: (508)428-1196 Sull ,'Van En ineerin & Consulting, Inc. (508)428-3344 • P.O. Box 659 • 711 Main Street, Osterville, MA 02655 seci@sullivanengin.com • www.sullivanengin.com December 27, 2019 Brian Florence Building Commissioner,Building Dept. Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Chapter 91 License Permit Application BW Residential, LLC, 23 Atlantic Ave., Hyannis Port Dear Mr. Florence, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-9 of the Department of Environmental Protection Chapter 91 Permit Application and copy of the plans for the above referenced project. Would you please review and sign the Municipal Zoning Certificate and return it to me in the enclosed self-addressed stamped envelope at your earliest convenience? Thank you for your assistance. If you have any questions,please contact the office. Very truly yours, $04 Leah O'Dea Sullivan Engineering & Consulting, Inc. Attachments 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X284670 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Important:When A. Application Information (Check one) filling out forms on the computer,use only the tab pSimplified 91 ter NOTE: For Chapter License application form and information see the Self Licensing key to move your Package for BRP WW06. cursor-do not use the return Name(Complete Application Sections) Check One Fee Application# key. WATER-DEPENDENT- General (A-H) ® Residential with <4 units $215.00 BRP WW01a ❑ Other $330.00 BRP WW01 b For assistance ❑ Extended Term $3,350.00 BRP WW01c incompleting this ......--.._.._.._.._.._.._.._..-....._.._.._........_.._........--._.._..............-.._........-.._.._.._........_.._.._.._....................--.-.--.._.._ application,please Amendment(A-H) ❑ Residential with<4 units $100.00 BRP WW03a see the "Instructions". ❑ Other $125.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units $665.00 BRP WW15a ❑ Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c Partial (A-H) ❑ Residential with<4 units $665.00 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with<4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c Amendment(A-H) ❑ Residential with< 4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d ❑ Extended Term $1,335.00 BRP WW03e CH91App.doc-Rev.03/17 Page 1 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x28as7o Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: BW Residential LLC Name E-mail Address 80 Reifsnyder Road Mailing Address Note:Please refer Oley PA 19547 to the"Instructions" City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): Sullivan Engineering&Consulting,lnc. chuck@sullivanengin.com Name E-mail Address P.O. Box 659, 711 Main Street Mailing Address Osterville MA 02655 City/Town State Zip Code 508428334 5084289617 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information(all information must be provided): Owner Name(if different from applicant) 286 001 41.629944 -70.306450 Tax Assessor's Map and Parcel Numbers Latitude Longitude 23 Atlantic Avenue, Hyannis Port MA 02647 Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No 3. Name of the water body where the project site is located: Halls Creek-Marsh 4. Description of the water body in which the project site is located(check all that apply): Type Nature Desianation ❑ Nontidal river/stream ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.03/17 Page 2 of 13 J Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X284670 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" To construct and maintain a timber boardwalk. 6. What is the estimated total cost of proposed work(including materials &labor)? $25,000 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary).An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. McPherson Family LLC P.O. Box 506, Hyannis Port, MA 02647 Name Address 31 Atlantic Avenue, LLC 330 Madison Ave., Suite 280, New York, NY 10017 Name Address Name Address i D. Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B(Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ®Wetlands SE3-5679 File Number ❑Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.03/17 Page 3 of 13 0 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x284s7o Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page.All future application correspondence may be signed by the authorized agent alone.. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's signature(if applicable) Date CH91App.doc•Rev.03/17 Page 4 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x2s4s7o Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑ Maintenance Dredging (include last dredge date& permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume(cubic yards)of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.03117 Page 5 of 13 ,..a` �a .��` ;.A,• �"< M'• -..d�• � � ��`r5�c '�„ �� � ..y Y"b }qy' :� �''3F f8' '�• ✓ �." a - _ n _ � •i• C u ,",pi�: a t'_ •�• � ••�ay BeA, �; � T���i' �.�` rt{: t ` �> oxi�. :r� .�s Y a j, 's t°' � �• ".tl � .�. x as • ,x��� * � f�A1 m�}$ O ••emu •F: ._ I � •1 � � •�� x .,.,• � 'Jt�s ?Gf `=•"r? g �� ///e •• 6 M'ill 1 f'' _ y• "».� a _�� x. ©� k � � ^,..�ru +f � '�!» �• �. _ aa--0 y� �' ,,�r� t x, -•`. .,�- * Q J. i �-A r x„.�# _. � 'sue•• 'i �1, '�,.€ a �s Y'' t .1� � „,is • '�'- -� - ,K, 'xlc Wx S. W 'f-�i�h', ;R:.- C... ���. .. +7�"• ; y�. 4 i a Al1r'Jr � �, c.' ,� '� HS�aSC4`!,^+�: V �z�, �' a�# tr iP'`.�` �r fir• ,�`� ,.?f �,,�s �'. '.r a� 1 v�� l°'�'��. -z ��n r �' #'y���`�,�` " "�, '- �' •ems "�-.,�-cam, 9 :.�3 � S. �. 'i- � iGe it- 'Y,''. +9v'�•l'-C�sx. I'.' // y 'k` ��� v�"" �,��.a^ # .� .,w'9 �� t+.#�°. .�F F-Y � ##r '��. ,�'�ry;-.�`Y"'��vS✓�°�V� �� � --.��yY :7' �• `.} ,t �'-e3' '�"•, �ua� � �A',.�t "` S '� �'`'� ate. �� �" ��#a r'� ,WY t �� •� .+; ��. I 1pis +� �•s �kj• 1 _ ��.♦ �W!� a� ��� � F�. ���}• .44:�- � 3 .L= }� r �G'C.k�'� 4� Yy'FS � 1t�+4 ���j�� -A. r�,; r ac' #� ;�'t�"t "ram wi:` �� ^�� '�, �'f#� ..�"��.Z''t�' � �,s'�:r •;:;a ,.. gf" V5 ! r,',+�� y1 s� µye} f si�� R Rt ]�41�,0., ��i ,3 � 5• �' - �""f ,y''� "'.'3 4 �." 'Y"' !!'a,��`�t:[ " �_+.5. +l F ♦ i .5. '1'�h �' iT��_��-'�,�' �J(f'i ;1 W7{�C, "• 1 , ` � •' r*�ssr.•_.�=�.,u,t�. .,, is DIRECTIONS: FROM HYANNIS — FOLLOW MAIN STREET TO THE SHEET 1 OF 4 WEST END ROTARY, TAKE THIRD EXIT ONTO SCUDDER AVENUE. BN/ RESIDENTIAL LLC CONTINUE ON SCUDDER AND TURN RIGHT ONTO /RIVING AVENUE, TURN LEFT ONTO HAWTHORNE AVENUE AND RIGHT ONTO ATLANTIC TO CONSTRUCT & MAINTAIN A AVENUE. TIMBER BOARDWALK IN HALLS CREEK #23 IS ON THE LEFT AT 23 ATLANTIC AVENUE HYANNIS MA BY ASSESSORS: MAP 286 PARCEL 001 OCTOBER 2, 2019 LATITUDE: 4137'47" SULLIVAN ENGINEERING LONGITUDE: 70.18'26" & CONSULTING INC. UTM: 391109E 4609485N OSTERVILLE, MA N � " - VEN U 1. 2 .32 FLOOD ZONE: TL 1 "E 01 00 ZONES ZONES VE ELEV. 14', AE ELEV. 13, A SS X (0.2% ANNUAL CHANCE) n 9.68 .� & X (MIN FLOOD HAZARD) .3 I COMMUNITY PANEL NO. )1' 00 /11 #250001 0568 J ' 15THd� I\ JULY 16, 2014 .2� DWELLING � � 9 2 ti 179 I , REFERENCES: DEED: C217309 / ii �r1• P ��• �3 S I �`nG PLAN: LCP 13297-C �l EXISTINGF �� N �os�Z LOT 2 ! I / GARAGE so f i SALT MARSH I` Alpo IPROPOSED ,�G 1 CCESS STAIRS q 3 LSJT 2 I e�eo ENE PROPOSED I R I$E 14 10 �1 S P P BOARDWALK P� BP 0 1 T c> v I CO. P \ �v 0 \ \ OVERALL PLAN VIEW &`RUG ASS � Q R� SCALE: 1" = 60' 00 �\� \ \ 60 0 30 60 120 SHEET 2 OF 4 N \ \ \ BW RESIDENTIAL LLC TO CONSTRUCT & MAINTAIN A \ ^ \ \ \ \ \ TIMBER BOARDWALK IN HALLS CREEK \ \ \ \ \ \ AT 23 ATLANTIC AVENUE \ \ \ HYANNIS MA OCTOBER 2, 2019 SULLIVANENGINEERING NANTUCKET SOUND & CONSULTING INC. OSTERVILLE, MA s ISTIDIG- �Yu, LLIPtG ANAGE If y NTi _ -_ -- kk MHW STANDING WATER � - F 3 MN 0 SALT MARSH l � i 0 MH W 1 0 DETAIL PLAN VIEW UPLAND 12' �•��'�� — / SCALE: = 40' I ' / Poo WIDED - $ 40 0 20 40 80 TIMBER RAMP OF 45 R ' SHEET 3 OF 4 BW RESIDENTLLC TO CONSTRUCT &I MAINTAIN A f 83 TIMBER BOARDWALK IN HALLS CREEK o A�I AT 23 ATLANTIC AVENUE MA OCTOBER HYANNI2, 2019 SULLIVAN ENGINEERING NANTUCKET SOUND &OSTERVILLE,CONSULTINGINC.MA TIMBER STAIRS 100' TIMBER BOARDWALK 132' TIMBER RAMP 12' H EX GRAEL H 5' BOARDWALK PROFILE VIEW SCALE: 1 = 20 20 0 10 20 40 2" X 6" MIN. DECKING (TYP.), ={ 314" MIN. SPACING DRY � 4'-0. EXCEPT - FIBERGLASS GRATING OVER EL. 10.3 SALT MARSH PROVIDING A MINIMUM � OF 65% LIGHT PENETRATION 2" X 4" (n yujC HANDRAIL (TYP.) f��0 NOZ� p n C> (A Cn ���O��O�m� EL. 7.3 mZZ��ti�C� 3" X 8" FOR ALL STRUCTURAL MEMBERS zZ �rr, BOARDWALK CROSS SECTION 4" X 4" POST (TYP.) y Z-A SCALE: 1 = 4 Z FOR BOARDWALK �ZZ` �C)Z�1:0 4 0 2 4 8 O CROSS BRACING AS REQUIRED c� C�� .2 �C)n EL. 1.4 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X284670 Chapter 91 Waterways License Application .310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate BW Residential, LLC Name of Applicant 23 Atlantic Avenue Halls Creek-Marsh Hyannis Port Project street address Waterway City/Town Description of use or change in use: To construct and maintain timber boardwalk. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town CH91 App.doc•Rev.03/17 Page 6 of 13 f 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X28467O Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate BW Residential, LLC Name of Applicant 23 Atlantic Avenue Halls Creek-Marsh Hyannis Port Project street address Waterway City/Town Description of use or change in use: To construct and maintain timber boardwalk.. To be.completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans.is not in violation of local zoning ordinances and bylaws." hap Printed Name of Municipal Official Date ���t,tp�w6ly I.aMM.ttS 1 awl Zr�- 1'A1C�StA(}��g Signature of Municipal! icial Title City/Town CH91App.doc•Rev.03/17 Page 6of 13 FSFlE T Town of Barnstable Planning&Development Department �o� '0 Bamstabl Historical Cominission z3211 * anxxsrnsLE`;* T � ,Hyannis,Massachusetts 02601 3 y 9 MASS. ' �' (508)862-4787 Fax(508)862-4784 i639• ♦� rode AtEp ,t A town.barnstable.ma.us �^of uanNStP I019 N 32 Commission Members L ".+.'• Nancy Clark Chair�� hoemaker,Vice Chair Marilyn Fifield,Clerk ALA Elizabeth Mumford Cheryl Powell Frances Parks W CD �7 F DECISION ' r*i w Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: BW Residential LLC Subject Property: 23 Atlantic Avenue,Hyannis Port Assessor's Map/Parcel: 286/001/000 Hearing Date: July 16,2019 Pursuant to the Barnstable Historical Commission receiving your notice of intent on June 19,2019,a duly advertised and noticed public hearing was held on July 16, 2019 to determine whether the significant structure identified as a single family structure on this property is a preferably preserved significant building and whether demolition delay would be imposed for the partial demolition of this structure on the parcel addressed as 23 Atlantic Avenue,Hyannis Port. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that the actions proposed do not constitute a substantial alteration and would not jeopardize the historic structure's status as a contributing structure in a National Register Historic as defined in §3 of the Cape Cod Commission's Development of Regional Impact Review Threshold. In addition, after further review and consideration of public testimony, application, and record file accordance with Chapter 112F,the Commission found,by a unanimous vote that the partial demolition of the single family structure is not a preferably preserved significant building. In accordance with Chapter 11273 F,the Commission determined by a unanimous vote that the partial demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to the demolition described in the notice of intent submitted on June 19,2019. No future demolition shall be permitted without application and approval from the Barnstable Historical Commission. N Kcy !ar r, atr Date cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 ` r °F1HEr Town of Barnstable E�ElOPMftT Planning& Development Department ' Barnstable Historical Commission Z P3 + BARNSTABLE, * 200 Main Street,Hyannis,Massachusetts.02601 5 / MASS. MAC. a g' (508)86 -4787 Fax(508)862-47843er 0 erin.logann,town.banstable.ma.us OF BAR�A"01 � Commission Members Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks Jack Kay,Alternate DECISION Summary: Demolition Delay Not Imposed_Pursuant to Chapter 11.2 Historic Properties, --i czt Section 112-3 F o CZ)> Applicant/Property Owner: BW Residential LLC c o ' Subject Property: 23 Atlantic Avenue,Hyannis Port Assessor's Map/Parcel: 286/001/000 N Hearing Date: October 15,2019 ` ti Pursuant to the Barnstable Historical Commission receiving your notice of intent on September 18, 2019, a duly advertised and noticed public hearing was held on October 15, 2019 to determine whether the significant structure identified as a single family structure on this property is a preferably preserved significant building and whether demolition delay would be imposed for the partial demolition of this structure on the parcel addressed as 23 Atlantic Avenue,Hyannis Port. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that the actions proposed do not constitute a substantial alteration and would not jeopardize the historic structures' status as a contributing structure in a National Register Historic as defined in §3 of the Cape Cod Commission Development of Regional Impact Review Threshold. In addition, after further review and consideration of public testimony, application, and record file accordance with. Chapter 112F, the Commission found, by a unanimous vote, the partial demolition of the single family structure is not a preferably preserved significant building. In accordance with Chapter 112-3 F; the Commission determined by a vote of five in favor (Powell, Shoemaker, Jessop,Fifield,Mumford)and two abstentions(Clark;Parks)that the partial demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to the demolition described in the notice of intent submitted on Septe r 18;'20 1�2 No-id future demolition shall be permitted without application and approval from the Barnstable Historic ommisst9ii. ancy Clark,Chair Date cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk V1 Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Stieet,Hyannis,MA 02601 _ f Barnstable .� Town o Building ' >.Y.:�•: .^t^`^ u=aa � ^r .ay ,*�'°'^ r«'�m« ..+^...w.« +�, �� "',::_ v �q��'� ^s.-�aY..� ms�-z M, ;v ""-w»,.,.>� -'"� �€',` v �"J� BARNStAMA Post3Th�s Card So,That�t is Vis�bfe From the Street Approved:Plans Must be Retained on Jowb and;this Card Must be Kept " & Posted Until Final Inspection Has Been Made "k x ;, ,� � ° Where a.Certificate ofbOccu .anc �s..Re ured "such Bualdm shall Not be Occu red until aF.inal l'nspection fias been made eg i� - � .,. p �.,, .,p.�„ g£ .�pak'� »�Y, 'xe��`�a_ew,,..E - Permit NO. B-19-2672 Applicant Name: CRAIG N ASHWORTH Approvals Date Issued: 09/04/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/04/2020 Foundation: Location: 23 ATLANTIC AVENUE, HYANNIS Map/Lot: 286-001 Zoning District: RF-1 Sheathing: Owner on Record: BW RESIDENTIAL LLC w Contractor Name '. CRAIG N ASHWORTH Framing: 1 Address: 80 REIFSNYDER ROAD Contractor License:: CS=015851 2 OLEY, PA 19547 $ *- Est Project Cost: $2,054,000.00 Chimney: Description: LIFT HOUSE FIRST FLOOR PER PLAN, MODIFY EXISTING STAIRS PER Perrnit Fee: $ 10,525.40. APPENDIX J. REMODEL ENTIRE HOUSE AND MAKE STRUCTURAL _ Insulation: UPGRADES PER PLAN. REPLACE ALL SIDING, R`OOFIN,G,&WINDOWS. Fee Paid $ 10,525.40 �.. Final: NEW MEP SYSTEMS&SMOKES/CO'S - Date 9/4/2019 k Plumbing/Gas - Project Review Req: - k Rough Plumbing Building Official ' Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authoed'b�y this permit is commenced within six months after issuance. nz All work authorized by this permit shall conform to the approved application and thefapproved construction documents"for"which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zomng'by laws;abd codes. This permit shall be displayed in a location clearly visible from access street or roada'nd shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 3 = - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire Officials are provided on this:permit. Minimum of Five Call Inspections Required for All Construction Work ;? Service: 1.Foundation or Footing a '� Rough: 2.Sheathing Inspection .„ •- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: ""Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ce:b ' o �? Appuoation Number........ ............................................... Mess. O� C-6 Pc=h Fea....................:..................other Feo......................... Total Fee Paid............................. .. ......... .................... O TOWN OF BARNSTE Permit Ap�hy.... ........ .............. oa.... � .�� BUILDING PERMIT �.��.(1� ..Pam.. � �.... APPLICATION .................. .......... ..................... Section 1—Owner's Information and Project Location Pro ect Address 2 3 Atlantic Ave Hyanni sport Owners Name BW RESIDENTIAL LLC s`# Owners Legal Address 8 0 RE I FSNYDER ROAD .n. -. Clay; Oley Sty PA Zip 19547 QwnersCell# C/O EBN:508-428-1.165 L„ office@ebnorris . com Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet _........................._., ❑ Commercial Structure under 35,000 cubic feet ® Single/TWO Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use I� ❑ Demo/(entire.structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Spffi ler System ❑ Addition ❑ Retaining wall ❑ Solar 0 Renovation ❑ Pool ❑ Insulation Od=--Specify Section 4-Work Description Lift house first floor per plan, modify existing..stair8"per appendix J. Remodel entire house and make structural upgrades per plan. Replace all siding, roofing & windows . New MEP systems &Smokes/CO' s. T so«,,,..ae►�s•��anm A I ApplicationNumber.................................................... Section 5--Detail. Cost of proposed Construction $2 , 0 5 4, 0 0 0 Square Footage of Project Ap rox 5675 SF Age of Structure 1903 Dig Safe Number 2 019-2 3 0 7 4 21 #Of Bedrooms Existing 8 bedrooms Total#Of Bedrooms(proposed) 8 110 MPH Wind Zone Compliance Method [] MA Checklist [x] WFCM Checklist [] Design Section 6—Project Specifics 0 Wiring ❑ Oil Tank Storage 0 Smoke Detectors ® Plumbing [� Gas ' 0 Fine Suppression Heating System 0 Masonry Chimney 0 Add/relocate bedroom Water Supply ® Public ❑ Private Sewage Disposal ❑ Municipal '® On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: P INA I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation N/A Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information _ Zoning District RF-1 Proposed Use N/A Lot Area Sq.,7L 60984 Total Frontage N/A Percentage of Lot Coverage N/A` #of Dwelling Units(on site) 1 N/A Setbacks Front Yard Required N/A Proposed Rear Yard Required Proposed Side Yard Required Proposed---- , as this property had relief from the Zoning Board in the past? ❑ Yes ® No t T.ant rn,dacted 2192019 ApplicationNumber........................................... Section 9--.Construction Supervisor Name CRAIG ASHWORTH Telephone Number 508-428-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 Address_ BARNSTABLE RD Czty State Z1p License Number C S-015 8 51 License Type C S L Expiration Date 0 9/2 8/2 019 Contractors Email CASHWORTH@EBNORRIS . COM Cell-4 508-243-5588 Tr I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and To of ble.Attach a copy of your license. Signature zee.. �-, Date Section-10 —Home Improvement Contractor Name E .B N ORR I S & SONS Telephone Number .5 0 8-, 4 2 8-116 5 138 OSTERVILLE W. OSTERVILLE MA 02655 Address BARNSTABLE RD City State Zip Registration Number 10 2 014 Expiration Date 0 6/2 9/2 0 2 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docummtadon reqWred by 780 CMR and the To7X of Barnstable.Attach a copy of your H.LC... Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor is accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town ofBamstable. .� Signature Date "PLICANT SIGNATUR Signature ael Date PrintName CRAIG ASHWORTH Telephone Number 508-428-1165_ E-m.az1 permit to: OFFICE@EBNORRIS . COM Section 12--Department Sign-Offs Health Department ® Zoning Board(if required) - Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ II . Conservation ❑ For commercial works please take your plans directly to the fire deparb»ent for approval. e 'o ' h n e c n r e tt a d e tr r. o ' a e Print Name See Attached Owner's Authorization Form �f. Last wda�ed:2/92018 Client#: 646400 2NORRISEB ACOR& CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 05/15/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PH°NE 508 775-1620 FAX 5087781218 AIC No Ext: A/C,No Dowling&O'Neil Insurance Agy EMAIL P.O. Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Acadia Insurance Company 31325 INSURED INSURER B: E. B. Norris&Son, Inc. INSURER c 138 Osterville-West Barnstable Road Osterville, MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CPA539024810 05/03/2019 05/03/2020 EACH OCCURRENCE $1 000,000 CLAIMS-MADE OCCUR PREMISES Ea occu ante $300,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY I� ECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCA539025110 5/03I2019 05/031202 X PER OTH- AND EMPLOYERS'LIABILITY YIN TE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? F`N] N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,O00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S235754/M235753 LS1 } Commonwealth of Massachusetts ;�; Division of Professional Licensure Board of Building Regulations and Standards Const`--Q.C-i^6ni bPervisor CS-015851 =•::;: E ires:.09/2812019 CRAIG N ASAWORTH:?-^lt' l 138OST10JBARNSTABLES `� f OSTERVILLE 111Ay 02656'-" l 1 I_ Commissioner C4 commonwealth of Massachusetts QV' Division of Professional Lie: Board of Building Regulations and Standards t Construction`Supervisor CS-107679 � I�.4 Expires: :11/19/2019 4 TIM OWEILL f' I nth P.O.BOX 112`r f ,4, - BARNSTABLE MA_ 02630 Commissioner j Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 - Home Improvement Contractor Registration. Type: Corporation Registration: 102014 ERNEST B.NORRIS&SON INC Expiration: 06/29/2020 138 OSTERVILLE W.BARNSTABLE RD. 1 OSTERVILLE, MA 02655 t 1 1 l ,e { t" Update Address and Return Card. CAI 0 20M-05til Office of Consumer Affaifs&Business Regulation HOME.IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:.Corporation before the expiration date. If found return to: Registration . Expiration Office of Consumer Affairs and Business Regulation 102014 06/29/2020 One Ashburton Place-Suite 1301 ERNEST B.NORRIS&fSON INC Boston,MA 02108 CRAIG N.ASHWORTH 138 OSTERVILLE W.BARNSTABLE RD. OSTERVILLE,MA 02655. Undersecretary 9 Not valid without signature I TNE Town of Barnstable Regulatory Services i f nsns I t, Richard V.Scali,Director i6M Building Division Ea Ma+�' Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby.authorize E.B.Norris&son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 23 Atlantic Ave,Hyannis Port MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owr�qO Signature of Applic Print Name Print Name t2- cR Date - I The Contitionsi'ealth of:I1assachusetts D l m1'ttnent of1rtdustrialAccidents Office of Investigations 600 Washington Street Boston,JV 021.11' iVtvi'i{.ttrass.gmVdira Workers' Compensation Insurance Affid.- cat: Bitildersl'ContractorslEIectricianalumbers Applicant Information Please Print Legibly Name E.B. Norris &Son, Inc. Address: 138 Osterville West Barnstable Road City/StateMP: Osterville MA 02655 Phone 0: 5 8-428-1165 Are you an employer"Check the appropriate box: Type of project(required): 1.® 1 am a employer with 15 a. ❑ 1 am.a general contractor and I etuployeey(full arial�`or part-time)_* have hired the sub-contractors 6. ❑New con trltction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ©Remodeling ship and have no employees These sub-contractors hate, S. ❑Demolition working for rue in any capacity. employees and have workers' 9. ❑Builrlin�addition[No workers'comp_insumuce comp.insurance.' '' requited.] 5. ❑ %Ve are a corporation and its 101-1 Electrical repairs or additions 3.❑ 1 am a homeoN'rrer doing all work officers have exercised their It.M Plumbing repairs or addctsoas ztaY self No>,workers'comp1?. right of exemption per MGL 152, 1'El Roof repairs insurance required.)" c. �1�4),and the have no 13.❑Other ' employees. [No wormers' comp.insurance required.] Any applicant that checks box#I roust also 8.11.out the section below showing their weikers'compensation policy infoematioa. Y Homeowners who submit ttus affidavit indicating they are doing all,wmit and then Lire outside contractors mast submit a new affidavit indicating such. Coutractors that check this box must attacked an additional sheet showing the amne of the sub•cogteactors and stale whether or not those eatidits bane employees, If the sub-contractors hate emptoyees,they must provide their workers'camp..policy number. I any an employer that isprosidbig is orker.1't conipensirdon hiss ranese for my eniplaryees Below is tltapoffic'and job site - it fvirrrrttiort. Insurance Company Nam: Employers Mutual Casualty Company I Policy#or Self-ills.Lie.n: WCA539025110 Expiration Date: 5-3-20 Job Site Address - Cit.yiState/Zip: Attach a copy of the workers'compensation policy declnration page(.shovdng the policy.number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criluinal penalties of a fine up to S1,500-00 andtor one-year imprisonment,as well as civil penalties in the farm.of a STOP WORK ORDER and a.fore of up to$250.00 a clay against the violator. Be advised that a copy of this statement may be forwarded to the Office of Inveshgatitms of the DIA for insiumce coverage verification. I do hereby eel'fi tr lender the fats alert ties o pe4 uty thpt the in formaadon providitd above iv true and correct: Si a ire.: d ate: phone#. 508-428-1165 ' +Uff Icial rise only. Do not tcrite in this area,to be completed ky city or totvte offriatt City or Totem: PermidUcense 9 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Cleric 4,Electrical Inspector S.P.Iumbing Inspector 6.tether Contact Person: Pho>ie#. 6 Town of Barnstable Building tThis )Pos Gard So Thai it is'Visible From the Street�A roved Plans Must be Retainedon:J'ob„andthis•Card Must be Kept �' MRNt?rABLJS ; MAC. ie j,Posted Until m� 39 � ....a a, .:: R �s \, ea>; ,. a Permit taA�s Where4a Certificate of OccupancyRequi^r d, Bch Buldmgshall Not be Occupied untilaFi allnspe t onhas•been mades " c Permit No. B-19-1844 Applicant Name: CRAIG N ASHWORTH Approvals ,E)ate Issued: 06/25/2019 Current Use: Structure Permit Type: Building Move/Renocation Building(Includes Expiration Date: 12/25/2019 Foundation: Foundation) Map/Lot 286-001 Zoning District: RF-1 Sheathing: Location: 23 ATLANTIC AVENUE,HYANNIS 4 .: Contractor.Name:' CRAIG N ASHWORTH Framing: 1 nit Owner on Record: BW RESIDENTIAL LLC Contractor License CS 015851 2 Address: 80 REIFSNYDER ROAD a ° • � � � Est Project Cost: $200,000.00 Chimney: OLEY, PA 19547 $250.00 ( Permit Fee: 41 Description: Raise Main House Structure,Shift to East per plan �emove�and ' y Insulation: Fee Paid $250.00 replace foundation per plans dated 5/24/2019 from Coastal "s Date 6/25/2019, Final: Engineering Co. . '+` - [ate Plumbing/Gas House Renovation Permit To Follow. ( .- y A Rough Plumbing: Project Review Req: r ,, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after;issuance. All work authorized b this permit shall conform to the approved application and#lie a roved construction documents for which this permit has been ranted. Rough Gas: Y P PP PP pP � � P g g All construction,alterations and changes of use of any building and structures,shaWIJ6 in compliance with the local zoning by lawsiand codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public ns'p c k n for the entire duration of the Final Gas: work until'the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thi9Rpermit. Minimum of Five Call Inspections Required for All Construction Work: ` t r Service: 1.Foundation or Footing s r •. 2.Sheathin Ins ection $ Rough: g p ..'it 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final; 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contr c ' with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). \ - Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application Number............ ... BUILDING DEPT. * , WAS& JU R-4.0 2019 Pemait Fes............ ....................OdierFeo........................ . TOWN OF BARNSTABLE Total ....Fee Paid....... ..... ..... .. .. ............ ...... . TOWN of BARNSTABLE Permit AppmvW by..... ... ...... . --.....--On... � � ..... BUILDING PERMIT MV. .I. APPLICATION Section I-- Owner's Information and Project Location Project Address 23 Atlantic Ave VMage Hyannisport Owners Name BW RESIDENTIAL LLC Owners Legal Address 80 REIFSNYDER ROAD City Ol e y State PA Zip 19547 Owners Cell# C/O EBN: 508-428-1165. E-mail office@ebnorris . com Section 2—Use of Structure Use Group [] Commercial Structure over 35,000 cubic feet [] Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —'hype of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ .Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ R. i in¢wall n Solar Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description Foundation Only Permit: Raise Main House Structure-;'"Shift to East per plan remove and replace foundation per plans dated 5/24/19 from Coastal Engineering Co - -- -- -- - House Renovation Permit to follow 7.oat TMARMA•W MM R Application Number.................................................... Section 5--Detail Cost of Proposed Construction_$2 0 0, 0 0 0 Square Footage of proj ect N/A Age of Structure 1903 Dig Safe Number 2 019-2 3 0 7 4 21 #Of Bedrooms Existing 8 bedrooms Total#Of Bedrooms(proposed) N/A 110 MPH Wind Zone Compliance Method [] MA Checklist WFCM Checklist Design N/A Section 6—Project Specifics ❑ wig ❑ OR Tank Storage ❑ Smoke Detectors E] Plumbing C1 Gas 'El Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ® Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District Q Hyannis ITistoric District Old Kings Highway Debris Disposal Facility: P I NA I am using a crane ❑ Yes No Section 7--Flood Zone Flood Zone Designation N/A Within or adjacent to a wetland,coastal bank? Yes No ❑ Section S—Zoning Information RF-1 60984 Zoning District Proposed Use N/A Lot Area Sq,�Ft. Total Frontage N/A Percentage of Lot Coverage N/A #of Dwelling Units(on site) 1 Setbacks Front Yard Required N/A Proposed N/A Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated.2292018 ApplicationNumber........................................... Section 9--,Construction Supervisor Name CRAIG ASHWORTH Telephone Number 508-428-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 Address_ BARNSTABLE RD City State Zip License Number C S-015 8 51 License Type C S L Expiration Date 0 9/2 8/2 019 ContractorsEmsil CASHWORTH@EBNORRIS . COM Cell 508-243-5588 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the eonstraction inspection procedures,specific inspections and documentation required by 780 CMR and .TO ofB ble.Attach a copy of your license. Signatur6 wee.. 2 ,,-, Date Section-10 —Home Improvement Contractor I Name E .B NORRIS & SONS Telephone Number •508 4.28-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 Address BARNSTABLE RD City State Ztp Registration Number 10 2 014 Expiration Data 0 6/2 9/2 0 2 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Binding Code. I understand the construction inspection procedures,specific inspections and documentation re d by 780 CMR and the To of Barnstable.Attach a copy of your H.I.C... Signa Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. } Signature Date APPLICANT SIGNATURE Signature � �, Date 1 Print Name CRAIG ASHWORTH Telephone Number 508-428-1165 E-mail permit to: OFFICE@EBNORRIS . COM Section 12—Department Sign-Offs Heatth Department ® Zoning Board(if mired} ❑ Historic District ❑ Site Plan Review(if repft4 ❑ Fire Department ❑ Conservation For covwwrclal work please take your plans afirecdy to the,fire deparbnent for approval •o n NX . h n r a d r• 0 e Print Name See Attached Owner's Authorization Form LaBt Undated:2/9019 Peter D. Barbey BW Residential LLC 19 Blacksmith Road Oley, PA 19547 June 3, 2019 Craig Ashworth E. B. Norris &Son Builders 138 Osterville/West Barnstable Rd. Osterville, MA 02655 Dear Craig, With this letter I am giving you permission, a directive, to begin the house move at 23 Atlantic Avenue, Hyannis Port, MA prior to your having the Moving and Foundation Permit that will be eventually issued by the town authorities. I am aware that the project has not yet been fully reviewed and approved by the town for that permit. Sincerely, 1 Peter Barbey BW Residential es dential LLC a Town of Barnstable Regulatory Services aARNBT&SLE, = Richard V.Scali,Director MA �6M . Building Division ED '�� Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r I, �V`' �Es�� �� `'c'� , as Owner of the subject property hereby authorize E.B.Norris&son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 23 Atlantic Ave,Hyannis Port MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Own7e Signature of Applie Print Name Print Name �2 ca �� • Date • &Xe ('001m1mowliveallolb 0/0-AawadmileAl. Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type:. Corporation Registration: 102014 ERNEST B.NORRIS,&SON INC Expiration: 06/29/2020 138 OSTERVILLE W.BARNSTABLE RD. OSTERVILLE,MA 02655 i 4 , Update Address and Return Card. CAI 20M-0.5i11' Office of Consumer AHaifs&Business Regulation " HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Corporation before the expiration date. If found return to:' Registration Expiration Office of Consumer Affairs and Business Regulation 102014 06/29/2020 One Ashburton Place-Suite 1301 ERNEST B.NORRIS&SON INC Boston,MA 02108 1-51- �- CRAIG N.ASHWORTH I 138 OSTERVILLE W.BARNSTABLE R0. C� ��� .z-• -� OSTERVILLE,MA 02655 Undersecretary Not Valid Without signature ' Commonwealth of Massachusetts Division of Professional.Licensure Board of Building Regulations and Standards Constr•.ij,d-6ri_'Sbpervisor CS-015851. >' : ;;r ; Wires:,09/2812019 CRAIG N ASHWORTH 138 OST W BARNSTABLE* .' OSTERVILLE MA 02655 Commissioner Jrh 7. Commonwealth of Massachusetts a10 Division of Professional Licensure Board of Building Regulations and Standards Constructon'Supervisor CS-107679 - Expires:.11/19/2019 TIM O'NEILL f' t P.O.BOX 112 BARNSTABLE MA. 02630'. 2'CL i _ Commissioner . i_ Client#:646400 2NORRISEB ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/15/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHONE 508 775-1620 Fax A/C No Ext: A/c No: 5087781218 Dowling &O'Neil Insurance Agy E-MAIL P.O. Box 1990 INSURERS AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Acadia Insurance Company 31325 INSURED INSURER B: E. B.Norris&Son, Inc. INSURER C 138 Osterville-West Barnstable Road Osterville,MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY CPA539024810 5/03/2019 05/03/2020 EACH OCCURRENCE $1 OOO 000 CLAIMS-MADE I OCCUR PAEMGE TO RENTED occurrence) $30O OOO MED EXP(Any oneperson) $1 O 000 PERSONAL&ADV INJURY $1 OOO 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2000000 PR POLICY U JECOT F I LOC PRODUCTS-COMP/OP AGG s2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT tEa ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY P $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE DED RETENTION A WORKERS COMPENSATION WCA539025110 5/03/2019 05/03/2020 X PER oTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT 500 OOO OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S235754/M235753 LS1 The Connnoinvealth of Massachusetts ---- Dg)a1•i'n1ent of 1rldustr'ial Accidents "i Office of Investigation-s k 600 Washington Street Boston,JV4 02111 (����� ft!fb'ti!.7111tSs. ot�tiia g Workers' Compensation Insurance Af£idayit: Builders/Contractors/Elec-tricians/Plumbers Applicant Information Please Print Leidbly Naive(Business:Orgmiizati(>nrIndividunl): E.B. Norris &Son,Inc. Address: 138 Osterville West Barnstable Road. C'i y/Stnte1z1 : 0steryffle. MA 02655 Ph011e#:. 508-428-1165 Are you an employeO Check.the appropriate box: Type of project(required): 1.® I am a employer ,%itlt 20 4.; ❑ I am.it general contractor and 1 employee-,(full aadlor part-tisue): x have,hned the sub-contractors 6. ❑New constniction 2.❑ I am a sole proprietor or partner li,ted on the attached sheet 7. ❑x Rernodelin shi and have.no' employees These.sub-contractors bate FS. ,❑Demolition working for the in any capaciiy. employees and have workem' 9 ❑Built&n?addition NNo worker.'comp.insurancesu comp.inrance.+ a required.] We are tt corporation and its 10.13.Electrical rebut or additions 3.❑ I aiu.a homeowner doing all*,cork.. officers have exercised their 11.❑Plumbing repairs or additions thyself.[No workers'comp. right of exemption per MGL � 152 1_❑Rovf repairs insurance required.]" c. �1( �'and the have no 3.❑Other employee.%.[No workers' camp.insurance required.] •Auyy applicant that checks box t#1 mtw also i911 out the section below showing their workers'compersation policy information. 1 Honteotvuers,who submit ibis affidavit indbmting tliw.are doing di woA and them We outside contractors nm6t submit a new affida> t indicatingsncTi Contractors ttut check this bet must attached au additional skeet Aotviag the manta of the sub•cootractors and state whether of not chose andtfas have ewployaei. I#the sti,a conttaao have employees,they must provide their warkus'comp..policy number. I am an ntploysj•drat fspro►zditrb n orke s'contpQits?ttar insnrartca f or.rt.ty eniplay�ees: Beloit is the policy and job site i�tforneatiolt. Insurance Company Name. Acadia Insurance Company Policy or Self-fits.Lic.»: WCA53 9 02 5110 Expiration Date. 5/0 3/2 02 0 Job Site Address:- CitylState/Zip: attach a copy of the workers'compensation polfcg declaration page.(shout ng the policy number and expiration elate). Failure_to secure coverage as required under Section-25A of MOL c. 152 can lead.ta the imposition of criminal penalties of a fine up to$1,500.00 and<or one-year unnprisoument,as well as civil penalties in the forth of a STOP WORK ORDER and a fuze of up to$250.00 a clay against the violator. Be achrised that a copy of this statement ziay be forwarded to'the Office of Inv estigations-of the DLt-for insurmce coverage verification. F cIv lrerebtr ctri'ti rtn ¢r tke t iris a�tri tirdtio�a pFrjatry tlt t the infornteatiart prOtled,agar¢i.c trim and carwect. iertaittre: � &�one#: 508-428-1165. !)fflicial use only. Do nnorelte in this area,to be Completed 'U,y city or town oft;faJ City or Town, PermiMiceme#' Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.ClgrT.onn Clerk 4•Electrical Inspector S.Plumbing Itt.spector 6.Other Contact Person: Phone#:. 6 Department of Public Works 47 Old Yarmouth Rd. P.O. Box 326 MA. °�► Water Supply Division Hyannis,Ma " ' 02601-0326 BARNSPABM MASS. TEL: 508-775-0063 Hyannis Water System Operations FAX:508-790-1313 June 14, 2019 Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis MA 02601 RE: 23 Atlantic Ave- Hyannis-Account#601423-2 Dear Sir: Please be advised that the.above water service was shut off at the curb stop and the meter removed and the service was cut and capped on June 11, 2019. If you have any questions, please call the Hyannis Water Systems office at (508) 775-0063 x 3524. Sincerely, Donna L. Caperello Hyannis Water System I goo nationalgrid June 10, 2019 23 Atlantic Ave. Hyannis This letter is to notify you that after our M estigation it has been determined that the.gas service 23 Atlantic Ave,Hyannis was found to be cut-off on 6/1012019. his letter DOES NOT preclude the excavator or homeowner from calling 811 before commencing any, work Mate lave requires anyone planning underground excavation work to notify local utilities by calling ;811 to get your underground lines identified for you prior to doing any digging_ The call to 811 is the, 1LAW and must be made in advance of starting work. This confirmation letter of a gas_cut-off_DOES_NOT relieve the excavator of making_the_call to_811._'It is a_State_Law_requirement. If you have any questions, please feel free to contact me at 781-907-3728 Thank you; Colin Galvin nationalgrid Gas Connections colin.gaivin@nationalgrid.com 781-907-2958 EVER =U RC E We station Drive Westwood,Massachusetts 02090 ENERGY June 13, 2019 Tim O'Neill E. B. Norris & Son 138 Osterville /West Barnstable Rd Osterville, MA 02655 RE: 23 Atlantic Avenue, Hyannisport, MA 02647 Dear Mr. O'Neill: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 06/3/19, the electric service to 23 Atlantic Avenue, Hyannisport, Ma 02647, has 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 (888) 633-3797. Sinc rely, Susan D. Electric Services Support Center �,Y i 3 44a4i COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF STATE BUREAU OF CORPORATIONS AND CHARITABLE ORGANIZATIONS 401 NORTH STREET,ROOM 206 P.O.BOX 8722 HARRISBURG,PA 17105-8722 WWW.CORPORATIQNS.PA•GOV Stevens&Lee PC'*"COUNTER PICK-UP-DO NOT MAIL'*" Counter Pickup PA BW Residential,LLC THE BUREAU OF CORPORATIONS AND CHARITABLE ORGANIZATIONS IS HAPPY TO SEND YOUR FILED DOCUMENT.THE BUREAU IS HERE TO SERVE YOU AND WE WOULD LIKE TO THANK YOU FOR DOING BUSINESS IN PENNSYLVANIA. I IF YOU HAVE ANY QUESTIONS PERTAINING TO THE BUREAU,PLEASE VISIT OUR I WEBSITE AT MMw.dos-pa.gov/BusineesCharitiea OR YOU MAY CONTACT US BY TELEPHONE AT (717)787-1057. INFORMATION REGARDING BUSINESS AND UCC FILINGS CAN BE FOUND ON OUR SEARCHABLE DATABASE AT www corporatlons,pa.gov/Search/Corl2Search . i ENTITY NUMBER: 6408487 i f • I i - t i i Entity#: 6408487 Date Filed : 05/19/2016 Pedro A. Cort6s PENNSY-LvANIA DEPARTMENT OF STATE Secretary of the Commonwealth BUREAU OF CORPORATIONS AND CHARITABLE ORGANIZATIONS [])Return document by mall tat _ Certificate of Organization MelissaZetdem Stevens&Leo(Cormier lar u Domestic Limited Liability Company Name YI N. reel,tti°iFioot Address dress 111111111fl�I�Il�lllnlllNl�I�(11Y�IIINIU�>1�lI1111III1IMill Harrisburg PA 17101 7CA160518MCi92@ City State Zip Coe . ■Return document by email to:__Mmy tevenster cot2 Read all instructions prior to completing.This form may be submittet]onitne at nugs U2M w.corporatlons pa.gavi. Fee: $125 In compliance with the requirements of 1$Pa.C.S.§8913(•elating to certificate of organization),the undersigned desiring to organize a limited liability company,hereby certifies that: 1 1. The name of the limited liability company(designator is required, t.e„ "company", "limited"or ! "limited liability company"or abbreviation): BW Residential,LLC i 2. The(a)address of the limited liability company's initial registered office in this Commonwaalth or (b)name of its commercial registered office provider and the county of venue Is: (Complete(a)or(b)—not both) (a)Number and Street City state Zip County 80 Reifsnyder Road Oley PA 19547 Berko (b) Name of Commercial Registered Office Provider County i c/o: 3. The name and address,including street and number,if any,of each organizer is(all organizers must sign on page 2): Name Address Melissa zeiders,Paralegal Stevens&Lee, 17 N.tad Street, l da'floor,Harrisburg,PA 17101 Pennsylvania -Dept State 2015-05-19 i DSCB:15-8913-2' 4. 5. Strike out(f inapplicable: Management of the company is vested In a manager or managers. 1 6. The specified effective date,if any is; , (MM/DD/YYYY and hour,if any) i - i 7 i I i i 8. For additional provisions of the certificate,if any,attach an 8ya x lLsheet. } IN TESTIMONY WHEIZBOP,the organize has signed this Certificate of Organization this day of May,. 2016, Melissa M.Z ors,Organizer 1 SL 1 1416710v 1 109781.00001 r OPERATING AGREEMENT OF BW RESIDENTIAL,LLC (A Pennsylvania limited liability company) This OPERATING AGREEMENT OF BW RESIDENTIAL,LLC dated as of May 19, 2016 ("Agreement")by and between BW RESIDENTIAL,LLC, a Pennsylvania limited liability company(the"Company"),and BLACK WALNUT HOLDINGS,LLC, a Pennsylvania limited liability company(the"Member"), as the sole member of the Company. RECITALS A. The Company has been organized as a Pennsylvania limited liability company by the filing of the Certificate(as hereinafter defined)with the Department of State of the Commonwealth of Pennsylvania under and pursuant to the Act(as hereinafter defined) on May 19, 2016. B. The Company and the Member desire to enter into this Agreement to set forth their i mutual understanding and agreement regarding the organization,capitalization,management and operation of the Company. NOW, 'I HEREFORE,in consideration of the mutual covenants and agreements set forth herein,and intending to be legally bound hereby,the Member and the Company agree as follows: ARTICLE I -DEFINITIONS 1.01. Definitions. In addition to the-terms defined in-other provisions of this Agreement, the following terms shall have the meanings set forth below when used in this Agreement, unless the context clearly requires otherwise: "Act"- the Pennsylvania Limited Liability Company Law of 1994, 15 Pa.C.S. §8901 et seq.,and any successor statute,as amended and in effect from time-to-time. i "Capital Contribution"-the aggregate amount of cash and the agreed value of any property or services (as determined in writing by the Member and the Company)contributed by the Member to the Company. i "Certificate"-the Certificate of Organization of the Company and any and all, ` amendments thereto and restatements thereof filed on behalf of the Company with the Department of State of the Commonwealth of Pennsylvania pursuant to the Act. "Code" -the Internal Revenue Code of 1986,as amended. "Company"-as defined in the introductory Paragraph of this Agreement. 1 "Manage any individual serving at the time as a manager of the Company as provided in this Agreement,and"Managers"means all of such individuals,collectively. The Managers, collectively, constitute the"Board of Managers"of the Company. "Member"-as defined in the introductory Paragraph of this Agreement. "Membership Interest"-the interest of the Member in the Company,including,without limitation,interests in items of income, gain, loss, deduction,and credit,rights to distributions (liquidating or otherwise),allocations, information, and to consent to or approve actions by the Company,all in accordance with the provisions of this Agreement and the Act. "Person"-a natural person,corporation, general or limited partnership, limited liability company,joint venture,trust,estate,association,or other legal entity or organization. ARTICLE I1—ORGANIZATION 2.01 Principal Place of Business, Other Offices. The principal place of business of the Company shall be at such place as the Board of Managers may designate from time-to-time, which need not be in the Commonwealth of Pennsylvania. The Company may have such other offices as the.Board of Managers may designate from time-to-time. 2.02. Purpose. The object and purpose of,and the nature of the business to be conducted and promoted by, the Company is to engage in any lawful act or activity for which limited liability companies may be organized under the Act and to engage in any and all lawful activities .necessary,convenient,desirable,or incidental to the foregoing. i ARTICLE III—MEMBERSHIP INTERESTS i 3.01. Membership Interests;Transfer of Membership Interests. The Member's i Membership Interest in the Company is one hundred percent(100%). The Member's Membership Interest in the Company shall not be represented by a separate certificate or certificates. The Member's Membership Interest in the Company is freely transferable or assignable,in whole or in part,either voluntarily or by operation of law,by the Member,and it i shall not be necessary to obtain the approval of the Board of Managers in order to transfer or assign the Member's Membership Interest, in whole or in part. } 3.02. Admission of Additional Members. Additional members of the Company may he admitted to the Company at the direction of the Member only if a new operating agreement or an amendment and restatement of this Agreement is executed, and if a new operating agreement or an amendment and restatement of this Agreement is not executed by the members of the Company in connection with the admission of the first additional member,this Agreement shall i terminate upon the date the first additional member is admitted. ARTICLE IV -FINANCIAL AND TAX MATTERS II 4.01. Capital Contributions. The Company shall Iceep a record of the Capital Contributions made by the Member. The Member shall not be required to make any Capital Contribution to the Company not specifically agreed to in writing between the Member and the f Company, or be obligated or required under any cireu►nstances to restore any negative balance in the Member's capital account. 4.02. Advances by the Member. The Member may agree, with the consent of the Board of Managers,to loan funds to or guarantee obligations of the Company. A loan to the Company or guarantee of the Company's obligations by the Member is not a.Capital Contribution. , 4.03. Distributions. (a) Distributions to the Member. Except as_otherwise provided in Article VIII, the Board.of Managers may authorize the Company to make distributions to the Member at such times, and in such amounts,-as the Board of Managers may deem necessary or appropriate. (b) No Distribution Upon Dissociation. Unless otherwise determined by the Board of Managers,no distribution will be paid to the Member upon the Member's withdrawal ' from the Company in connection with a voluntary transfer or assignment of the Member's entire Membership Interest in accordance with the provisions of the Act and this Agreement. 4.04, Establishment of Reserves. The Board of Managers shall have the right to establish reasonable reserves for maintenance, improvements,acquisitions,capital expenditures, and other contingencies,such reserves to be funded with such portion of the operating revenues of the Company as the Board of Managers may deem necessary or appropriate for that purpose. 4.05, Title to Company Property. All real and personal property shall be acquired in the name of the Company and title to any property so acquired shall vest in the Company itself,and not the Member. ARTICLE V -MANAGEMENT i 5,01. Management by Board of Managers. (a) Exclusive Responsibili . The business anal affairs of the Company shall be managed by or under the direction of a Board of Managers elected or appointed by the Member. The Member,as such, shall not take part in the management,conduct,or control of the business and affairs of the Company, and shall not have any right or authority to act for or bind the Company. The Company may act only by actions taken by or under the direction of the Board of Managers in accordance with this Agreement. j i (b) Authority and Duty of Managers. Except as otherwise provided by this i Agreement or by resolution adopted by the Board of Managers, if at any time the Board of Managers is comprised of more than one(1)Manager,(i)the Managers may act only collectively as a.board and by resolution duly adopted and(ii) individual Managers shall have only such authority and perform such duties as the Board of Managers may,from time-to-time,delegate to them.. (c) Nonexclusive Service. Managers need not devote services to the Company on a substantially full-time basis and need only devote as much time to the Company's activities as the Board of Managers determines to be necessary for the efficient conduct thereof. 3 y 5.02. Number and Election of Managers; Removal of Managers;Etc. (a) Number and Election of Managers: Etc. The number of Managers of the Company comprising the Board of Managers shall be such number,not less than one(1)nor more than three(3), as may be determined from time-to-time by the Member. The Managers shall be elected or appointed annually by the Member or at such other times and from time-to- time as the Member may determine necessary or appropriate. Each Manager shall hold office until his or her successor shall have been elected(or appointed)by the Member,or until his or her earlier death, resignation,or removal. Managers need not be a member of the Company or residents of the Comnionwealtln of Pennsylvania. Peter D.Barbey,shall be,and he hereby is, appointed by the Member as the sole initial Manager of the Company,to serve until his successor is cluly elected(or appointed),or until his earlier resignation,removal, or death. (b) Resignation and Removal of Managers: Etc. Any Manager may be removed, at any time,with or without cause, by the Member. Any Manager may resign at any time. A resignation shall.be made in writing and shall take effect at the time specified therein,or if no time be specified,at the time of its receipt by the Company. The acceptance of a resignation j shall not be necessary to make it ef.Tective. Any vacancy occurring as a result of the resignation, removal or death of a Manager shall be filled by the Member. 5.03. Quorum;Manner of Acting. A majority of the Managers in'office shall constitute a quorum for the transaction of business by the Board of Managers,and the act of a majority of the Managers present at a.meeting at which a quorum is present shall be the act of the Board of i Managers, A Manager who is present at a meeting of the Board of Managers at which action on any matter is taken shall be presumed to have assented to the action unless his or her dissent is entered in the minutes of the meeting or unless he or she files a written dissent to the action with the secretary of the meeting before the adjournment thereof or delivers the dissent to the Company immediately after the adjounment of the meeting. The right to dissent shall not apply to a Manager who voted in favor of the action. i 5,04. Action by Consent or Remote Conference.,Any action required or permitted to be taken at a meeting by the Board of Managers may be taken without a meeting if,prior or subsequent to the action, a written consent thereto by all of the Managers is filed with the records j of the Company. Such consents shall be in writing or in electronic forth. One or more Managers may participate in a meeting of the Board of Managers by means of conference telephone, electronic technology, or such other means by which Managers not physically present ili the same location.may communicate with each other on a substantially simultaneous basis. Participation in a meeting pursuant to this Section 5.04 shall constitute presence in person at the meeting. 5.05. Compensation of Managers, Managers shall receive such compensation, if any,for their services as Managers.as.may be designated from time-to-time by the Member. In addition, Managers shall be entitled to be reimbursed for reasonable out-of-pocket costs,and expenses incurred in the course of their service as Managers. 5.06. Officers Generally: Delegation and Duties. The Company may have such officers, other employees,and agents as shall be necessary or desirable to conduct its business. IThe 4 Board of Managers may elect or appoint any individual to serve as an officer of the Company. The Board of Managers may assign titles to the officers appointed by the Board of Managers. If the Board of Managers elects or appoints an officer of the Company with a title that is commonly used for officers of a.business corporation, the assignment of that title shall constitute the delegation.of the authority and duties that are normally associated with that office,subject to any specific delegation of authority and duties made by the Board of Managers. Any number of offices may be held by the same individual. The salaries or other compensation., if any,of the officers, other employees,and agents of the Company shall be fixed froin time-to-time by the Board of Managers or such other Persons as have been delegated that authority. Every officer of � the Company appointed by the Board of Managers shall be deemed to be and shall have the authority of a"manager"of Limited liability company pursuant to the applicable provisions of the Act,subject to the ultimate authority of the Board of Managers. 5.07. Limitation of Liability. The Managers and officers of the Company shall not be personally liable,as such, for monetary damages(other than under criminal statutes and under federal, state,and local laws imposing liability on managers or officers for the payment of taxes) for any action taken, or any failure to take any action,lidless the Manager's or officer's conduct constitutes self-dealing, willful misconduct, or recklessness. No amendment or repeal.of this Section 5.07 shall apply to or have any effect on the liability or alleged liability of any individual who is or was a Manager or officer of the Company for or with respect to any acts or omissions of a Manager or officer occurring prior to the effective date of such amendment or repeal. If the Act is amended to permit a limited liability company to provide greater protection from personal liability for its Managers or officers than the express terms of this Section.5.07,this Section 5.07 shall be construed to provide for such greater protection.- ARTICLE VI -THE MEMBER i 6.01. Liability of the Member. The Member,as such, shall not be liable for the debts, obligations, or liabilities of the Comparty or for the acts or omissions of any Manager,officer, agent,or employee of the Company except to the extent provided in the Act. The failure of the Member to observe any formalities or requirements relating to the exercise of the powers of the Member or the management of the business and affairs of the Company under this Agreement or the Act shall not be grounds for imposing liability on the Member for liabilities of the Company. 6.02. Action by Consent. Any action required or permitted to be taken at a meeting of members may be taken without a meeting, without prior notice, and without a vote,upon the consent of the Member. Such consent shall be in writing or in electronic form and shall be filed with the records of the Company. ARTICLE VII - INDEMNIFICATION OF THE MEMBER, MANAGERS,OFFICERS,AND I OTHER AUTHORIZED REPRESENTATIVES 7.01. Indemnification. Subject to the prior approval of the Board of Managers,the Company shall indemnify any Person who was or is a panty to or is threatened to be made a party to or is otherwise involved in any threatened,pending,or completed action or proceeding, including without limitation actions by or in the right of the Company,whether civil,criminal, administrative, or investigative,by reason`of the fact that the Person is or was the Member,a 5 E Manager, or an officer of the Company,or is or was serving while the Member, a Manager,or an officer of the Company at the request of the Company as a director, manager,officer, employee, agent. fiduciary, or other representative of another corporation(for-profit or not-for-profit), limited liability company,partnership,joint venture, trust, employee benefit plan, or other enterprise, against all liabilities, expenses(including without limitation attorneys' fees), judgments, fines,excise taxes,and amounts paid in settlement in connection with the action or proceeding, unless the act or failure to act by the Person giving rise to the claim for indemnification is determined by a court to have constituted self.-dealing, willful misconduct,or recklessness. The Company shall have the power to indemnify employees and agents of the Company on the same basis as provided in this Section 7.01 with respect to the Member, Managers, and officers,and to advance expenses to employees and agents on the same basis as provided in Section 7.02, as the Board of Managers may from time-to-time determine or authorize. i 7.02. Advancement of Expenses. Subject to the prior approval of the Board of I Managers,expenses (including without limitation attorneys' fees) incurred by any Person who was or is the Member, a Manager,or an officer of the Company in defending any action or proceeding referred to ill Section 7.01 shall be paid by the Company in advance of the final disposition of the action or proceeding upon receipt of an undertaking by or on behalf of the Person to repay the amount advanced if it.shall ultimately be determined that the Person is not entitled to be indemnified by the Company. 7.03. Excention. Notwithstanding anything in this Article VII to the contrary,the Company shail not be obligated to indemnify any Pelson under Section 7.01 or advance expenses under Section 7.02 with respect to proceedings, claims, or actions commenced by that Person,other than mandatory counterclaims and affirmative defenses. 7,04. Interpretation. The indemnification and advancement of expenses provided by or pursuant to this Article VII shall not be deemed exclusive of any other rights to which any Person seeking indemnification or advancement of expenses may be entitled under any insurance policy, agreement,approval of the Member or Board of Managers,or otherwise, both as to actions in the Person's official capacity and as to actions in another capacity while holding all office.and shall continue as to a Person who has ceased to be the Member,a Manager,or all officer and shall inure to the benefit of the heirs,executors,and administrators of the Person. If I the Act is amended to permit a limited liability company to provide greater rights to indemrlilication and advancement of expenses for its members, managers, and officers than the express terms of this Article VI.I,this Article VII.shall be construed to provide for such greater rights. 7.05. Contract. The duties of the Company to indemnify and to advance expenses to the Member,a Manager,or an officer as provided in this Article VII shall be in the nature of a contract between the Company and each such Person, and no amendment or repeal of any provision of this Article VI1 shall alter,to the detriment of such Person, the right of the Person to the advancement of expenses or indemnification related to a claim based on an act or failure to act that took place prior to the amendment or repeal or the termination of the service of the Person as the Member, a Manager, or officer,whichever is earlier. 6 ARTICLE VIII - DISSOLUTION; LIQUIDATION, AND TERMINATION 8.01, Dissolution. The Company shall dissolve, and its affairs shall be wound up, only • upon the first to occur of the following: j (1) the written.direction of the Member; or (2) the entry of an order of judicial dissolution of the Company under the Act or other applicable laws. 8.02. Liquidation and Termination. (a) Procedure. On dissolution of the Company,the Board.of Managers shall act f as liquidator or may appoint one or more representatives or the Member as liquidator, The liquidator shall proceed diligently to wind up the affairs of the Company and snake final distributions as provided herein and in the Act. The costs of liquidation shall be borne as a Company expense. Until final distribution,the liquidator shall continue to operate the Company properties with all of the power and authority of the Board of Managers. The steps to be accomplished by the liquidator are as follows; (1) as promptly as possible after dissolution and again after final liquidation, the liquidator shall cause a proper accounting to be made of the Company's assets, liabilities,and operations through the last day of the calendar month in which the dissolution occurs or the final liquidation is completed,as applicable; i (2) the liquidator shall first pay, satisfy,or discharge from Company funds all of the debts,liabilities, and obligations of the Company to its creditors(including, without limitation, all expenses incurred in liquidation and any advances described in Section 4.02)or otherwise make adequate provision for payment and discharge thereof(including,without limitation, the establishment of a cash escrow fiend for contingent liabilities in such amount and i for such term as the liquidator may reasonably determine), all in accordance with the provisions of the Act as may be applicable; anti 1 (3) after all of the payments required by clause(2)of this Section 8.02(a) have been made,any remaining assets of the Company shall be distributed to the Member. (b) Distributions. All distributions in kind to the Member under this Section 8.02 shall be made subject to the liability of the Member for costs, expenses,and liabilities relating to the assets distributed in kind theretofore incurred or for which the Company has committed ptior to the date of termination and those costs,expenses,and liabilities shall be allocated to the Member pursuant to this Section 8.02. The distribution of cash or property to the Member in accordance with the provisions of this Section 8.02 constitutes a complete return to i the Member of the Member's Capital Contributions and a complete distribution to the Member of the Ivlember's Membership Interest in all.the Company's property. 8.03. Certificate of Dissolutions. On completion of the liquidation of Company assets as provided herein,the Company is terminated,and the Board of Managers(or such other Person or 7 Persons as the Act may require or permit) shall file articles of dissolution with the Department of State of the Commonwealth of Pennsylvania and take such other actions as may be necessary to terminate the existence of the Company. ARTICLE IX -GENERAL PROVISIONS 9.01, Entire Agreement. This Agreement constitutes the entire agreement between the Member and the Company with respect to the subject matter hereof and supersedes all prior agreements, express or implied, oral or written,with respect thereto. The express terms of this Agreement control and supersede any course of performance or usage of trade inconsistent with any of the terms hereof. 3 9.02. Effect.of Waiver or Consent. A waiver or consent,express or implied,to or of any breach or default by any Person in the performance by that Person of its obligations with respect j `. to the Company is not a consent or waiver to or of any other breach or default in the performance i by that Person of the same or any other obligations of that Person with respect to the Company. Failure on the part of a Person to complain of any act of any Person or to declare any Person in default with respect to the Company, irrespective of how long that failure continues,does not constitute a waiver by that Person of its rights with respect to that default until the period of the J applicable statute of limitations has run. 9.03. Amendment, This Agreement may be amended from tine-to-time by action.of the R Member. All amendments must be in writing. 9.04. Binding Effect and Rights of Third Parties. This Agreement has been adopted to govern the operation of the Company,and shall be binding on and inure to the benefit of the Member and its successors and permitted assigns. This Agreement is expressly not intended for the benefit of any creditor of the Company or any other Person,except a Person entitled to indemnification, contribution, or advancement of expenses tinder Article VII. Except and only to the extent provided by applicable statute, no such creditor or other Person shall have any rights under this Agreement. 9.05, Governing Law, This Agreement shall be governed by and interpreted and enforced in accordance with the substantive laws of the Commonwealth of Pennsylvania (including, without limitation, provisions concerning limitations of actions),without reference to the conflicts of laws rules of that or any other jurisdiction,except that federal laws shall also apply to the extent relevant. • i 9.06, Severabilitv. If any provision of this Agreement or the application thereof to any Person or circumstance is held invalid or unenforceable to any extent,the remainder of this Agreement and the application of that provision to other Persons or circumstances shall not be -affected thereby and that provision shall.be enforced to the greatest extent permitted by law. 9.07. Construction. Whenever the context requires, the gender of any word used in this Agreement includes the masculine, feminine, or neuter,and the.number of any word includes the singular or plural. All references to Articles and Sections refer to the Articles and Sections of 8 r this Agreement. The headings in this Agreement are for convenience only; they do not form a part of this Agreement and shall not affect its interpretation. ' IN WITNESS WHEREOF,the Company and the Member have caused this Agreement to be executed as of the day and year first above written. MEMBER: I ry BLA 'V1"A NUT HOLDINGS, LLC By: Peter D. Barbey,Manager COMPANY: I UeiETIAL, LLC arbey,Manager I 9 ` EIN Individual Request- Online Application Page I of I .SI .I EIN Assistant Your Progress: 1.Identity 2.Authenticate S.Addrespes CNIrtRs &EIN Confirmation Congratulationst The EIN has been successfully assigned. Help Topics FIN Assigned; $1.2708411 Q Can the EIN el be isused More Legal Name: BW RESIDENTIAL LLC received? The confirmation letlerwfil be mailed to the applicant.Thle letter wtg be the appllcanra official IRS notice and wlll contaln Important information regarding the EIN.Allow up to 4 weeks for the letter to arrive by Mal. We strongly recommend you print this page for your mcords. ` i pick"Cominue"to get addltlonal Uformstlon about uaing the new EIN. Contlrnte» _ Il 1 1 I t f I I iII f l https://sa.-vvww4.irs,gov/modiein/individuaUconfirmation.jsp 5/23/201.6 . ' Town of Barnstable Buil in z Post This CardaSo`That°'rtn�s'Visible:'F.rom the Street,='A rovedPlans Must be'Reta'ined one Job andthisCard Must be Ke t, n � � % .,,,. <i .'w.:� � x `�; .' � tiPP k a:: i aF,, � $',, 'c r'Pi '.... ' — M" Posted Until'Finallns ect�on Has`,Been'Made � 8 ::" `: 16lp �;° pz „t} F .: �: i Permit • 6Where a Certificate of Occupancy�s Required,aiach Building shall,Not?be Occupied until a Final Inspection ha een made ? •.. .�1:�U .. ...`Y::« , ..,:.a._.^�.� .....a..;k.�..,,.: ,.,.:,�::a is...:,..:.:«a�":::kb�:�>..an...,,.�:e�.:.-....�a.�.a._Af.�a.:+.roN:>, aa ,w .«««....,'a:.i,��:.m '�u:a ...aw.n�.' '�a�•..� ,.,Y.:::: ,+.,via.,na..a.k:F�;._:-.,.d..ew.>.aa Permit No. B-19-1289 Applicant Name: Approvals Date Issued: 05/15/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 11/15/2019 Foundation: Location: 23 ATLANTIC AVENUE, HYANNIS Map/Lot 286-001 Zoning District: RF-1 Sheathing: Owner on Record: BW RESIDENTIAL LLC, Contracttor`Name` ERNEST B. NORRIS&SON INC Framing: 1. a Address: 80 REIFSNYDER ROAD britractor�License 102014 2 OLEY, PA 19547 "- F Est Protect Cost: $3,000.00 Chimney: Description: Removal of West Winf Fireplace per historic filing plans datedPermit Fee: $$5.00 2/26/2019 Insulation: Fee Paid';` $85.00 ' Final: Project Review Req: Dte 5/15/2019 ` Plumbing/Gas ` Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced wif,'i;i months after issuan icia Final Plumbing: All work authorized by this permit shall conform to the approved application and the.approved construction documents for which this permit has been granted. .All construction,alterations and changes of use of any building and structuressh be in compliance with the local zornng bylaws aril codes. Rough Gas: all This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officals areprovided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection ax" 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed % Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: !� Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT—ISSUED RECIPIENT Final: 5C .v Js AppHerdon Number.................... ....... ............I...... va'fi 0 V1 Permit F=...........I........I..................0d1eT Fee............. ....... Total Fee Paid................................ .............................. ...... TOWN OF BARNSTABLE pmmft Approval b ......on.... BUILDING PERMIT 2 ....... . . ................ram............... ............. YUCCL.......................................... MV ............ APPLICATION Section I Owner's Information and Project Location Project Address 23 Atlantic Ave Village Hyannisport Ovymers Name BW RESIDENTIAL LLC Owners Legal Address 80 REIFSNYDER ROAD City O l e yState PA Zip 19547 cell E-mail C/O EBN: 508-428-1165 office@ebnorris . com Section 2—Use of Structure Use Group_ Commercial Structure over 35,000 cubic feet ❑ I Commercial Structure under 35,000 cubic feet Single I Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate El Accessory Structure ❑ ChAmngge- of use Demo/(entire structure) ❑ Finish Basement El Family/Amnesty El Fire Alarm Rebuild ❑ Deck Apartment ❑ Spdnlder System E] Addition ❑ Retaining wall ❑ Solar El Renovation ❑ Pool ❑ Insulation oa=-specify Section 4 -Work Description Removal west wing fireplace per historic' filing p1- -9'n's dated 2/26/2019 T maf YmAnfPA-?A/7.01 R } Application Number.................................................... Section 5—Detail Cost of Proposed Construction $3, 0 0 0 Square Footage of Project N/A Age of Structure 1903 Dig Safe Number N/A g #Of Bedrooms Existing 8 bedrooms Total#Of Bedrooms(proposed) N/A 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Cheaktist ❑ Design N/A Section 6—Project Specifics ❑ wig ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Masonry Chimney ❑Add/relocate bedroom ❑ Heating System .�'' Water Supply ® Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District [] Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility. P INA I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation N/A Within or adj scent to a wetland,coastal.bank? Yes ❑ No Section 8--Zoning Information Zoning District RF-1 Proposed Use N/A Lot Area Sq.�Ft 60984 Total Frontage N/A Percentage of Lot Coverage N/A #of Dwelling Units (on site) 1 Setbacks Front Yard Required N/A Proposed N/A Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last=dated-M018 ApplicationNumber........................................... Section 9--,Construction Supervisor Name CRAIG ASHWORTH Telephone Number 508-428-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 Address_ BARNSTABLE RD Clty State Z1p License Number C S-015 8 51 License Type C S L Expiration Date 0 9/2 8/2 019 Contractors Email CASHWORTH@EBNORRIS . COM Cell 508-243-5588 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CUR and To of B ble.Attach a copy of your license. Signature v°zee.. -A, Date Section.10 --Home Improvement Contractor t Name E . B NORRIS & SONS Telephone Number •508 r 428-1165 138 OSTERVILLE W. OSTERVILLE MA 02655 Address BARNSTABLE RD city State Zip Registration Number 10 2 014 Expiration Date 0 6/2 9/2 0 2 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re . 'red by 780 CMR and the Town ofBarnstable.Attach a copy of your ELLC... Sigma �- � �� Date Section 11—Home Owners ]License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date "PLICANT SIGNATURE' Signature Date print Name CRAIG ASHWORTH Telephone Number 508-428-1165 E-mail permit to: OFFICE@EBNORRIS . COM T....c.._.S..a_.I.M If%^Al a Section 12—Department Sign-Offs Health Department © zoning Board Of required} Mgoric District ❑ Site Plan Review(if required ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans jrirecdy to the fire deparnnt for approval •o n N��\\N h n r a ;• 0 Print Name See Attached Owner's Authorization Form l Lut undated:2192018 i Town of Barnstable Regulatory Services • BARNSTABLE, Asa Richard V. Scali,Director i639 M Building Division FDA'�A Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize 1E.B.Norris&Son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 23 Atlantic Ave,Hyannis Port MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant.Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature b"fOwnqf Signature of Applic Print Name Print Name Date The Comitionit,'ealth of J11assachusetts .T1fl)artweytt of IndustraalAccidents Office of Investigations 600 Washington Street Boston JV4 02111 ���� ►a�tttir.ttraxs.�ati�di� Workers' Compensation Insnrance.Mfiitlmit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print I,egaiktl�' Name(BtisiuesvDfgauiaation.Tmditiidunll: E.B. Norris &Son,Inc. Address: 138 Osterville West Barnstable Road City,'Statejzip: Osterville, MA 02655 P11,011e #: - 29-1165 Are you aim employer?Ckeck the appropriate boy:: Type of project(regniretl): 1,® I am a employer with 20 4. ❑ I tent a.general contractor and I 6 ❑New contraction ernployees(full andiorpart-timte).* have hired the sub-contractors 2.❑ I atom a sole proprietor or partner- listed on the attached sheet~ 7. Q Remodeling shipand have..no employees s These sub-contractors have g F ❑Demolition working for Ine in any capacity. eruplo)ves and have workers' � [Nil 4Gorkers'comp-imitrance comp.insurance.,1. 9_ ❑Building addition required.] 5. ❑ %Ve ate a corporation and its 101-1 Electrical repair's of additions 3.❑ I aru a homeowner doing all work officers have exercised their I LM Plumbing repair,or additions myself. No workers'coma . right of exemption per lvfGL Y ( 1a c. 152, i 4 and we have no 12.❑Roof repairs insurance required.)" § � ?,employee.%_ [No workers' 13.❑©that comp. insurance required. 'say applicant that checks beat#1 must also fill out the section belmv showing their workers'compensatiou policy informrioa. T riomeowaers who.submit stets affidavit indicating they are doing ate work and thea bxe outside contractors mast submit anew affidavit indicating stub. Contractors that check this box must attached an addidowl sheet showrsag the mute of the sub•cmttactors and state whether or not those ewides bane employees. If the sut-courractors have employees,they must provide their workers'comp,porky number. I rttPt art tlPtaio3'�Y tires isproxzdat3 iS OP'Il1ir.I}COrrt�lErtSa.tIdPt irtSttJYddtC�far tt.,4 eartj�lOy ees Betoin is#lea palky and jOw site irrfOa�rrtaFi4tt, In.suratnce Company Name: Employers Mutual Casualty Company Policy A or Self-ins.Lie.r: 5H4695454 Expirattiom Date: 5-3-19 Job Site Address: Cit.ylState.lzip: Attack a copy of the`Porkers' compeznsatiotn policy declaration page(shorting the policy.number and.expiration date). Failure to secure coverage as required under Sections 25A of MGL c. 1.52 can lead to the imposition of criminal penalties of a fine up to$1,500.00 an&or one-year impriwurnent,as well as civil penalties in time fbmn of a STOP WORK ORDER and a frame of up to$250.00 a clay agaimmst time violator. Be advised that a copy of this statement may be foiwarded to the Office of Investigations of the DIA for insium ce,coverag,a verification. I do tterebv eerti. t till d I the iris and ties o pet7ar.ty tit t the ire,fvrinaa:tion prop i€M above ft true and corrert:.� Si attire.: Date: Phone#- 508-428-1165 t?BTicial riser only. Do not ityrito its this area,to be co'inpleted'uy cite've tOtt+tm Off)1: City or Toren: PermidLisense Issuing Authority(circle one): 1.Board of He tlth 2.Building Department 3.CitylTotrm Cleric 4,Electrical Inspector S.PIumnbing Inspector 6.Other Contract Person: Phone M 6 Client#:646400 2NORRISEB ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) o5/02/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling &O'Neil Insurance Agy PHONE 508 775-1620 Fax 5087781218 A/C No El: A/C No 973 lyannough Road E-MAIL P.O. Box 1990 INSURER S AFFORDING COVERAGE NAIC# Hyannis,MA 02601 21415 INSURER A•Employers Mutual Casualty Company INSURED INSURER B: E. B.Norris&Son,Inc. INSURER C 138 Osterville-West Barnstable Road INSURER D: Osterville, MA 02655 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY 5D46954 5/03/2018 05/03/2019 EACH OCCURRENCE $1 OOO 000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMI E E occurrence) $1 OO OOO CLAIMS-MADE Fix I OCCUR IVIED EXP(Any one erson $5 000 PERSONAL&ADV INJURY $1 00O 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 ri POLICY I PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Peraccident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ A WORKERS COMPENSATION 5H46954 5/03/2018 05/03/2019 X N WC STATU OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? nl N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S211369/M211368 LS1 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr: cfi'ori'Si�p�rvisor CS-01.5851 �E ires: 0912812019 CRAIG N ASHWORTH i 138 OST Nl BARNSTABLE •` .: s OSTERVILLE ftjA.;..071i55 `�` Commissioner Commonwealth"of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction?Supervisor CS-107679 _ Expires: .11/1.9/2019 s TIM O'NEILL P.O.BOX 112V. .' BARNSTABLE MA, 02t;30 rf .v 1 tx3 I Commissioner ' �1?.G Q�J�?/JJ2Q J?�LIlG-%CZ�TilZ O Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration. f M Type: Corporation ERNEST B.NORRIS&SON INC '` t:;:; Registration: 102014 { .i " '°' Expiration: 06/29/2020 138 OSTERVILLE W.BARNSTABLE RD. !'1 OSTERVILLE, MA 02655 'i• Update Address and Return Card. CA 1 0 20M-05/111 Office of Consumer Affaifs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 102014 06/29/2020 One Ashburton Place-Suite 1301 ERNEST B.NORRIS&SON INC Boston,MA 02108 f CRAIG N.ASHWORTH 136 OSTERVILLE W.BARNSTABLE RD. - u OSTERVILLE,MA 02655 Undersecretary Not valid without signature f . Town of Barnstable Building ` )PostThis}Ca d So That it�s V.i" " w Street A roved'Plan Must.be Retained'onJob and h Carted Must be Ke t " sable From the pp p x � � 6' Posted__U t�l Final +" Wherzea Certificate,of Occupancy is Required;such Bwldmg shall Not be Occupied until a Final Inspection has beenmade Permit e, Permit NO. B-18-4012 Applicant Name: ERNEST B. NORRIS&SON INC Approvals Date Issued: 01/04/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 07/04/2019 Foundation: Location: 23 ATLANTIC AVENUE, HYANNIS Map/Lot 286-001 Zoning District: RF-1 Sheathing: Owner on Record: HURRICANE HALL LLC Contractor'Name ERNEST B. NORRIS&SON INC Framing: 1 Address: 80 REIFSNYDER ROAD Contractor.License 102014 2 OLEY, PA 19547 Project Cost: $ 10,000.00 Chimney: Description: Removal of interior finishes for structural investigation Removal of Permit Fee: $ 101.00 non-original vinyl soffit in three sections fro investigation `'° �k Insulation: �, ,Fee Paid; $ 101.00 Project Review Req: Date 1/4/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: nF, Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after�issuance. . A All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shal kbe in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or;roadVand shall be maintained open for public Jnspectio'n for the entire duration of the work until the completion of the same. , Electrical �. Service: The Certificate of Occupancy will not be issued until all applicable signature by�the uilding and Fire®ff gals are providedbKthis permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing " ' '' IC, 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons ting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department <+� Final: Building plans are to be available on site � eC All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT a..!.�....�.0.! )................... Application Number.............. ..,.. �7' r " A Permit Fee......I. ..... ...................other Fee.................:...... 63 Total Fee Paid................................................................. ...... TOWN OF BARNSTABLE permh Appmval by.....Xt�......on...... �. BUIIIDINGF PERMIT MapParcel. /� �- ........2.96 ......................... ....V�!............................. APPLICATION Section 1— Owner's Information and Project Location Project Address 23 Atlantis Ave Village- Hyannisport BW RESIDENTIAL LLC Owners Name Owners Legal Address 2 �SnXd�r Rd- City 0 Ley state P.P� zip q5,f — Owners Cell# '�Ic�— B-mail Section 2—Use of Structure Use Grroup ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Strwt=under 35,000 cubic feet . ❑ Single/Two Family Dwelling Section 3 --Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use �] Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Firg arm _ Rebuild ❑ Deck Apartment ❑ S er Sys ❑ Addition ❑ ReWning wall- [] Solar ® � _ o ❑ Renovation ❑ Pool ❑ Insulation o a Other—Specify. N a Section 4-Work Description � T Removal of interior finishes for structural .irlves-tfaation . Removal of non-original vinyl soffit .in three sections for investigation . r.paf,,,,dafi-A•Wanm R Application Number. ...... ..b.. �........... . Section 5--Detail Cost of Proposed Construction $10, 0 0 0 Square Footage of Project 4, 2 3:0 Age of Structure 1950 Dig Safe Number N/A #Of Bedrooms Existing 8 bedrooms Total#Of Bedrooms(proposed) N/A 110 MPH Wind Zone Compliance Method [] MA Checklist [] WFCM Checklist ❑ Design N/A Section 6—Project Specifics ❑ ' r ng ❑ Oil Tank Storage ❑ Smoke Detectors El Plumbing [] Gas ' -❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Aorelocate bedroom Water Supply ® Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑x Hyannis Igistoric District Old Kings Highway Debris Disposal Facility. P I NA I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation N/A Within or adj scent to a wetland, coastal bank? Yes ❑ No Section 8--Zoning Information g RF-1 60984 Zonis District Proposed Use N/A Lot Area Sq��Ft. Total Frontage N/A Percentage of Lot Coverage N/A ##of Dwelling Units(on site) 1 Setbacks Front Yard RequireN/A d Proposed N/A Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes D No Last undated:n201a ApplicationNumber........................................... Section 9--.Construction Supervisor Name CRAIG ASHWORTH Telephone Number 508-428-1165 138 OSTERVILLE W. Address LE RD City OSTERVILLE State MA zip 02655 License Number C S-015 8 51 License Type C S L Expiration Date 0 9/2 8/2 019 Contractors Email CASHWORTH@EBNORRIS . COM cell# 508-243-5588 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR the Massachusetts State Building Code. I understand the contraction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature _ Date Section-10—Home Improvement Contractor Name E .B NO RR I S & SONS Telephone Number .5 0 8, 4 2 8-116 5 138 OSTERVILLE W. OSTERVILLE 02655 Address BARNSTABLE RD City State MA • Zip Registration Number 10 2 014 Expiration Date 0 6/2 9/2 0 2 0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docurnmrWon required by 780 CMR and the Town ofBarnstable.Attach a copy of your RLC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. *.� Signature Date "PLICANT-SIGNATURE Signature Date � J Print Name CRAIG ASHWORHT Telephone Number 508-428-1165 E-mail.permit to: OFFICE@EBNORRIS . COM Section 12--Department Sign-Offs Health Department © Zoning Board(f required) � Historic District ❑ site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial wort�please take your plans directly to the,fire deparftent for approvax Section 13--Owner's Authorization as Owner of the-subject property hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last undated:2/9201 S Town of Barnstable Regulatory Services anRN�ASS. E, = Richard V. Scali,Director 1639. NIA Building Division FD ` �' Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize E.B.Norris&Son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 23 Atlantic Ave,Hyannis Port MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Own Signature of Applic Print Name Print Name i2, CQ Date 11"ti The Corunrorrrvealth of.Hassachusetts Department ofludirstrialAccidents = Office of Investigations 600 Washington Street t` Boston JV4 02111' rr�rn�t�.;+rra�ss.gati�'ilia Workers' Compensation Insur once AiIillatiit: Btiildersl'Contractor's/ElectricianslFlumibers Applicant Information Please Print L,exibly Name.(BisinesvDfganizationbdividual): E.B. Norris &Son,Inc. Address. 138 Osterville West Barnstable Road City,'StatelZip: e MA 02655 Phone #: 508-428-1165 Are you nn employer?Check thae appropriate box: Type of project(required)- employees ® I am a employer with 20 4. [] I am at general contractor and l T ❑New project llz quir employees(full andior part-time).* have hired the sub-contractors 6. tion 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7- Remodeling s1-d and have.no employees s These,Sub-contractors have: 6 F F ❑Demolition working for me in any capacity- etxmpfo)rees and have workers' 9- ❑ b Building addition [No workers'comp.insurauce conip.insurance.+ required.] 5. ❑ to e are a corporation and its 10•❑Electrical repairs or additions 3.❑ I am a homeowuer doing all work officers have exercised their 1 l.❑Plumbing repairs or additions my self No workers coma , F' right of exemption per MGL 152, �4 12.7 Roof repaass insttramtct:required.) c. �1( }>and we have no 13.❑Other emptoyees. [No workers' conip.insurance required.] 'Any applicant ibat cbecks boat#1 mast also fLU oLtt the section belmv showing their avorkers'c ourpetsation policy information. T Ilomeoivners who submit thus affidavit Indicating they are doing all wank and thm hxe outside contmctors mwit submit a new afftdavM indicating sorb. -Contractors that check this box lust attached an additfowl smart showing the awne of the sub•coptWors and state whalher or not ttwse entities bane etuployees. If the sub-conrractors bane"tayees,they mast provide their worliers'camp,policy number. I art an ernplot-,ar that is prosiding n vrkers`cosapensadoll insurance for ra.ky ernylayees Belot><is the pefii tv crrtii fob site inforntadarr, Insurance Company Name: Employers Mutual Casualty Company Policy w or Self-sus.Lie.4: 5H4695454 ExpinattionDate: 5-3-19 Job Site Address: Citylstatelzip: Attach a copy of the workers'compensation policy declnration page(.showing the policy m umber and.expiration bate). Failure to secure coverage as required=der Section 25A of MOL c. 1.52 can lead to the imposition of criminal penalties of a fine up to.$1,500.00 andlor one-year impasonruent,as well as civil penalties in the fbmi,of a STOP WORK ORDER and a fa,mie of up to$250.00 a clay against the violator. Be advised that a copy of this statement niay be forwarded to the Office of Investigation-of time DIA'for insiumce coverage verification. I ale lrerr=ytr ca►tr tr►rder the 'is and ties© pet;mats thpt the infortnaation pro+ided above i'.c true and corr'®ct. Si ;$tore.: Date: ph, #_ 508-428-1165 Official rise only. Do not write fit this area,to be completed ky ci(y or testa officia Cite or Town: _ PermidLicense 9- Issuing Authority(circle one): 1.Bogard of Heatltb 2.Building Department 3.C:ityfTo`im Cleric 4,Electiicnl Inspector S.Plumbing Inspector 6.Other Contact Person: phone M 6 Client#:646400 2NORRISEB 'ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/02/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy PHONE 508 775-1620 Fax 973 lyannough Road E-MAILo Ext: A/c No): 5087781218 P.O. Box 1990 INSURERS AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Employers Mutual Casualty Company 21415 INSURED INSURER B: E. B. Norris&Son, Inc. INSURER c 138 Osterville-West Barnstable Road Osterville,MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY 5D46954 5/03/2018 05/03/2019 EACH OCCURRENCE $1 OOO 000 X COMMERCIAL GENERAL LIABILITY DAMA E TO RENTED PREMI E E c rr n $100 000 CLAIMS-MADE U OCCUR MED EXP An one person) $5 000 PERSONAL&ADV INJURY $1 OOO 000 GENERALAGGREGATE s2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE r i n $ AUTOS UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION A WORKERS COMPENSATION 5H46954 5/03/2018 05/03/2019 X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N� E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? I J N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE G -0 - ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S211369/M211368 LS1 i Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Corporation 't ? : ERNEST B. NORRIS&SON INC '�'�;�•' "` -�`r��=� Registration: 102014 138 OSTERVILLE W.BARNSTABLE RD. ► �� �_=1 Expiration: 06/29/2020 OSTERVILLE, MA 02655 0 -1 t t A r_ r' . Update Address and Return Card. CA 1 6 2nM-05l17 r��P 1{.Y+JI)'IPnT�nrq���n/r'//iY.IdIII`�ILIP��! Office of Consumer Affalfs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Corporation before the expiration date. If found return to: Registratlon Expiration Office of Consumer Affairs and Business Regulation 102014 ` 06/29/2020 One Ashburton Place-Suite 1301 ERNEST B.NORRIS&'SON INC Boston,MA 02108 r CRAIG N.ASHWORTH �(�� i /r 138 OSTERVILLE W.BARNSTABLE RD. OSTERVILLE,MA 02655 Undersecretary Not valid without signature Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards ConstrgctbSri"I bpgrvisor f, CS-015851pires: 09/2B/2019 CRAIG N ASHWOtiTH 138 OST W BARNSTABLE;- OSTERVILLE MA;0265.5 Commissioner �f��� q �pEIME Tod, Town of Barnstable *Permit# Expires 6 monthsfrom issue date BAMSTABLERegulatory Services Fee l) r 00 v Miss.363q.. Thomas F. Geller,Director �p b�� TED MA't Building Division ERPAI O Tom Perry, Building Commissioner CT 1 02002 200 Main Street, Hyannis,MA 02601 7'OWN OF (� Office: 508-862-4038 BA RNSTABLE Fax: 508-790-6230 EXPRESS PERAUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X Press Imprint Map/parcel Number Property Address 43 /!� Residential Value of Work b -5 Owner's Name&Address Contractor's Name Telephone Numbe 5'0 3 _q�-g 12 f( c�S4 20 3 Home Improvement Contractor License#(if applicable) ' Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: proprietor ❑ I am a sole ro rietor I am the Homeowner ❑ have Workers ' Compensation Insurance Insurance Company Name Workman's Comp.Policy# Permit Request(check box) Ca ❑.Re-roof(stripping old shingles) All co nstruction f�,debris will be taken tohelaVE1 ❑Re-roof(not stripping. Going over existing layers of roofl 21"'Re-side 5 Replacement Windows. U-Value 0 35 _(maximum.44) . ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature lamI NQ vL �6 Q:Forrm:expmtrg Revised121901 rt' o BUILDING DEPT. BERNICE WAHLER LANDSCAPES FEB 0 3 Z020 TOWN OF BARNSTA13LE n J LIST OF DRAWINGS: LO.0 COVER PAGE r� — LO 2 SECTION REAR STAIR r L0.3 SECTION B - REAR WALLS r f = <r 3,• EAST C STAIRS ry° :• . — e�LJ L10.0 MATERRIIA S PLAN . ,�. ❑ � :.. y .il L1.1 GRADING PLAN • . L1.2 LAYOUT PLAN - NOT INCLUDED , �' �x �•• , "'- L1.3 SOILS PLAN 7 - x r .+� �' � ❑ — �.a-9Y- .. t Cb �' �:v'F'{�i'�,"ei++4:� j , u , .�~° $ � . NOT INCLUDED •. ��` � _... "'"_ _ L1,4 PLANTING PLAN OPTIONS NOT INCLUDED L1 5 PLANTING L1.6 PLANTING OPTIONS - NOT INCLUDED ` �..• e - --' `:.z - ���1 t— �— - � .�. ``�-- '°� � ^ L2.0 SITE DETAILS SHEET 1 L2 'I- o� _'��'.•, ==� - r_ �-- � -- � — �' , •— ._„ t ,� SITE DETAILS SHEET 2 �,•°� _ 0 =—, / G ', � .� — < '� .2 SITE DETAILS SHEET 3 L2.3 BOARDWALK DETAILS t .m �M 1. f j :" z ,: €. • �� is �,_ r` ., m 1' a I t �q s. �'- `''--�•� ;1'� �. � -� it y 1 �r 4A{a.9�•` �.. r a .d l'a"•,f.` : jr� ..a- w^'a4i � r�#a 'a .• r,y:d `"r4y,�� J ` .'�u .'fig �. T ` S r y y L �. c, i { ^ W i - _ - e ar-. � BW RESIDENTIAL, LLC ISSUED FOR TEAM COORDINATION I NOT FOR CONSTRUCTION I DECEMBER 31, 2019 ogsliu NOT p _ _ - 4 V - ., S t. fl• .W a �'Py &� AP - 4 x BW Residential LLC . - ._— -. - :: 4 .-.. _ '#xe •°� '," ;`.... 23 Atlantic Avenue Hyannis Port,MA ik:` k` 1x +`� ; a ARCHITECT: Jill Neubauer Architects 15 Depot Ave. Falmouth,Me 02540 _ •�_ <^` , ,. .*.. 508-548-0909 CIVIL ENGINEER: ___ _..- .. '• ".•." '•'' ''° _ .` j '�` Sullivan Engineering&Consulting 11 Main Street Ow •. Osterville,Me 02655 - •• ,v *, , `. .. ` `+ e� �: ~tis LANDSCAPE ARCHITECT: x c l ie LanAll dscapes Sadwch,M02563 774-205-2184 { „nDRAVIANG TITLErx 41 : * = RENDERING a • ..r a VIEW„ rt, _ 1 IkeM DATE ISSUE - " � a 'ISSUED FOR,TEAM :o „tiar.,u q $ gg _* CX , • « ...-._ .r �.x »-f1F� n:. 5c..� 9". '' e"'"-a , t � ... , .. .°.. eNF °A+.. .�?°. ...V•< *.� .m Vie,°.. ,.. x w .... �> _, : • . � ....°. wqy '. .+ar.. _ .��, _ ..yam °;«".f,t•• ."41'"r ee`��8.3 r •,• _ _- '. _ ^ �*.,. � •�, .a. "._. ,-fir ..,�,. �� .. p,+ . .. ._ - ,� „.,.s, - .. x � � ... ,� �....;•-p, , ' ,:*m- ,:... �- - . -.- ,.., .. .- - - 's '+ fir` .�'� c ,�� M `';'^ __ >?+. um•®c9wm'P�6 , � �, ;« �,.. *,^ « :.� w' � rar^ m� � r � u + a'° ,,,�;. DRAWN BY:ewilwisviaD ;» " . * " - ' J. CHECKED er Bwi iov I u"r�• _ nr.. ., n a + r — <. ,w +. . 9 `#• �y1,� x k�µ' 'W�. r. .-.: ."5 t+A:r -.b & drt H :y„Y#i � �y ..- '�,.ti pk '+F'w:• n A. � '*� _ Q rj SCALE e ' � N.` * .� ** �"�. �'Wk �� �x c u x a -x' �.+- .«. *. w ,�•..,.,.. ..: .p`' [ °r'. ,�.,.,... w. .w ., s? "1,e: _- ,.a ,y-•,, p §^:. i ,7'g Y� '. � '.i k. w. A" e. aj":# t^s M1pry�,x,. '} ,•. 'F6�,�: kW a @ qw . 6 a DATE:DEC.31.2019 + g a •r.3:"_ y 'S+I, - .� DRAWING NUMBER: w:•w; -n a •'x} h#° s ";og+w y � .. #.-.:y x .:. - . 5" wn'':M �'.' rnY✓ r LO.1 w *.•2 � a §� ,. l'1, L�A•.: .'^"°ti x-a'� a° ;.yam^ .. � �•a.„� � «..^WA" �^x .. i;' �#.. ,y,� `m e:� y.. �. .. '!�` •� "°* •� `'+*t. �`,�,�; ai+:` ' a�*.�. -«_ ,a �. ,w„ ,��., �.. �°- ""r'"++ w � ." .4 � .� ,+ �fir� . rt O'KSTRUCTiON 1 - r p0 __r____._�.— _ �r— � .� BW Residential LLC i--- 1~�—^^n ,.i,. L' M,'! « p ',,,• 'K.. 23 Atlantic Avenue FTT al 3 _ :r—� t �►.. f,. e S-E Hyannis Port:MA - �""� �.;..a- a. -. •> ���:. r-kdd.{ � �..., 1�:;r.. `- '' - i'� �rtr'�! l.+a.>-: � i."�;.� : - S 3 j � y,,: �:p ., :, .,k .. r• q # ' .4 r9:a i9 --, + it '- -�?.�-. - i }, .rya, ,ter . F f .a ARCHITECT. r .0 Jill Neubauer Architects 15 Depot Ave. Falmouth,Me 02540 �tr,r + -- - "`' `- 508-548-0909 � ,�+,�-�"'-r.Z•,. .�. .-r•� rr,.T. _ ...._._.. � .. .: � _-�-awo.o.-�.�.:�;-- = r+ - .^r`^r....*-r-..--_.... - _...--:v .. ..., �: { ....- �.�( :. :;t, i{.--- - - •,..,, - IV L EN NEER: { . ., ,., ' t. __-- �� .. T..,. ��•. .w. : ::, I , �--•,r••e� ... :I,:. �. " �'".� _ �� Sullivan Engineering&Consulting T�.,: , p.f.t-h t`'a rw_.•,.: ��: I ' _'t, _,. I i ,I � :. .:� �� ], ��� .., I �,� t , 711 Main Street Px. . . 'L. .y;, :I{ S'i •.F.. .r.::,: : '. i€:' t }} .> ! :I._ .. ,..€ x ? #;` '�E-•* E Lt"a' Osterville Ma 02655 b ..:: �- .� -. KZN� n• �. :, ,+"_-.�,`.. _.�....,.Y'�, ,. . :.: f�-_`S"..�i•.-4-: �_� �I. � �"?„r .Y"""`2 -:��€ - - 508-428-3344 ( H as «_ � , ... -�- 9 t. i 1. , �q : .. r.. .. .. _ ,: ., .:.„ ... 1... ..«.....L. I.J ., -..=C...ar E...>. :,i -p,: .11. 1;. LANDSCAPE ARCHITECT: _ a �',11". a'..' .. ri ._,_,c,�.: a..,�,g. -.J ..... . j ......1�--.-+'?Y'la.. 1 -'._,.' ....'.. ^^: 3.-,�. :.II .: _ . . - � ., ,t . .�Ir . . .. :..3 �, :1,: �' '..,._ t�' j .:._. I' E C .., ., I. ,. . l _ .. �.:, 4�...F. ,4 Vim.. g .. ...,'::,. ,. ...., .. :; .. .. .:. ..... :�.. .:i _ 1 ��..,.. r-,,,�:.�. :i ,;;^`,: � +:. � __��--- 4IF, ��;t ,...1..�1 � F � 1I! ,? ',t i.I1ir.��r � 4 L7 y5".. Bernice Wahler Landscapes � k•- ., .4 � ,�, _.-.0...�4�. �� ...�Lu.�_ �—.�L �. t...:.1.J..,,�..,::_..�,.[..�._L_�.__] .,:_..�_-. t y --- - — A Sandwich,Ma 02563 �.:.. �' r. `--, -�_� „-T. _ ,,.t' +, .-7 :' r_._5 r:t ..:-r '., „t '.� -.T._, ._T...- ,��4.•.. T -'.•r `-•'t, ?n —.-�—,,_., i <.r. - .-a: 774-205-2184 ky fie. 9. :_�, 'Y' ;. ,. _ _. �.:_ A-•' :'._ _-. �- '1T"iL.it. '.,�.- .. .'Ti -r'•_i`�.." •'ii-� - �d . y+ ��+� i,. ,,.. ,.s.._ ,., �:. p,. : f i. �-I' r. f'_ u, .T .Y'a_`_ '..,TT,it,•'• .., "„•„"`;+A,,," .! p €j DRAWING TITLE: r,.y. .l. 1L w .r ..?>f ii`i �Y. •1s 4*" .;'�! ,. :: 3 i-_`.t'„_J[j_„u?t i /A� I SECTION_ A REAR STAIRS ..` �` jj� ' 1 +'tom- "` � �� ii �•:t � � 1��gl ;�; ' � �,'a�� — — — — — DATE ISSUE ;2z+1n9 ISSUED FOR TEAM DooRDwAncN — _ — —— — — — — — — — — — — — — — — — — DRAWN BY BW/IW/SVIPD CHECKED BY SW/IW SCALE: DATE:DEC.31,2019 DRAWING NUMBER: L0:2 NS?RVCT►ON 1 - C%0LOR Co ...."�-- .3i'Mift. BW Residential LLC � ___...._.� 23 Atlantic Avenue _�.-.....�....__.�� Hyannis Port,MA r - r _ All ARCHITECT: l�l� Neubauer Architects I L<--t---y---I± - 15 Depot Ave. Falmout_ ... .. 540 508-548h 0 0909 Y. Filtlil' emIVIL ENGINEER.. ., Y711 Main Street b. a ! �:':� t d: .„i'. I Csterville Me 02655 508-028-3344 .14; . r :_. ..:. .. :.. .... .. .... e.. :?- .- Y .�m�.k5 ::. ,. .. , .-I' �1�.....,. i. .-,.:' I`I is :. yr,...,. -3 1.�_.. .Y, ��.� .. {.. .X... ..�..., .»...�.a�..�h �:.a_. __.�_.__.-•--_,: , , - _ E" : :. �:.:4i}r�+-_��._i?-ci'—rr '..... -..- '�} �,�. ,'�#" �- -,r�-r:.,.lrf-r.'--x .r�t � ww+ `.!7..y._ �L'�•r�-'y-r, ;c.;..t..,--n ;,': ,,..►. xr _ .. k .. ]tiJ:.' 7 ...,... t. :,X' '.+h$� -�����f. �. °5,,.•. w- 1''.:.. F Fryer- _�.,.Y. ,.-:�+ ''"S ,-� <- DRAWING TITLE: �., rr -' ,T„ -yam' ,„�:'. ;• ,,e4 ".. 7y. .�:.::. ,, ,,,, '-..."h' '-.. _ _--� ..- _ i!Y t:t+�1 --t«�.. I. .1?{ 1 ' �..-.. _ � c:: r SECTION B - REAR LLS z I {{ �5 WA 1 a.: �_ s ..• '— 3_ d+�-"- i l .."' '_ n.I y_, .,1. DATE ISSUE w« [ 1 , _ 72731/19 ISSUED FCRJEAMLOD^u?ENA,ICEe DRAWN BY:BW/IW/SV/PD CHECKED BY:BW/IW SCALE: DATE:DEC.31,2019 DRAWING NUMBER: L0.3 i v�teoa 1 NO?FORCo"S?R _ _ a � ' r y y ( - BW Residential LLC 24 Hyannis Port.MA 440 •v�,. -t,� ,:7 4 ,�-� ��/ �..*-- r.�.-1 z..:L4i,z`"'—�3� ���""`- �.. �' '^^� �q.-� '" :Yr.� � �°� - `� - ' s... _, ,:�y •.;'"C >;•a 3-r. .5 ..x. L - -L �I,_ .-.�.... _ I _, s :.. - NIT ARCHITECT: ,. ^wr `` .: � -i s • t7''�a:.,}.`t id"..a:> .< .. - ._._ �,--! ' .. - .L :i . � Jill Neubauer Architects r 15 Depot Ave. Falmouth,Ma 02540 I - { t: € * -s _ Rcp .s � k 508-546-0909 r �;,. .,:e�ss.L 'L.:.�. _, F .'�Czi k w k k ��� � �'J g4'p� �'�.. ell CIVIL ENGINEER: = , +` SullivanSullivanEngineering&Consulting �' 1 711 Main Street -s r. �l�MT r." i , : k t: t 1 ! i 3..i i s - "..i-1t. - r/ti e '�'•. 't:R .. .. -,.+6. _ _ 50 3344 655 s ennlle=s. O Ma 02 ZL i i �,.....^AY�, •"t..y '"� w� _ ,� � I r g :7`' �..-9.'��...G.7.t. +�`.F 3'�°r�.. _��L.. 't-,- -� ��r.� LANDSCAPE ARCHITECT: ' � #�, " •. . . ".�+J .*Y`+.. ``" � �,�:;;", ,.- � : I i'--i is ,.:1 -�� �.. d fir'--"'-^^ t'"rL�-->`� tL�T i� 1t I. ..,11�y t":.: +i Bemire Wahler Landscapes ,..- �.."�. - �"�= fi ( �. � � r Ins, r•is - Sandwich.Ma 02563 `§ L� 774-205-2164 - `<j�'' . .��- � � y �„ r i i .•G ,i. } }�] 3- �� r w � a s t`•. 1 ��, ��,. �'hl+a>;�!*' '.'.,,R. +.. 4,^ ro} ; ♦i 4..1 !. ' I i..I = ' ! t.i .�PI1T `'W, DRAWING TITLE: i'- r. _._I -. �T_.IIII _ ^ SECTION —C IIIlitllisl 1.1w If If III IIIn, _� --. ► -� EAST STEPS 11 lit, DATE ISSUE k I : {( ..w =�_ i DINA730;F : 1213119 ISSUED OP f':AM1I CDDR f i t j t ❑ a I r r ' I nt N Ilk, ( � � d ` •�-+ \ r DRAWN BY:BW/IW/SV/PD r 111 h. �r �- t 6.}'` m)say �. CHECKED BY BW/IW SCALE: DATE:DEC.31,2019 DRAWING NUMBER: L0.4 i 1.SUBMITTALS D. PROVIDE SHOP DRAWINGS FOR THE FOLLOWING SIEVE SIZE PERCENT PASSING NO.200 0-10 3 ADDITIONAL FILL MATERIAL GRADED WITHIN THE FOLLOWING LIMITS: A. PROVIDE SAMPLES FOR INITIAL SELECTION OF THE FOLLOWING: 1. ALL BLUESTONE FLATWORK 37.5 MM 0 1121N.1 100 2. GRADATION FOR JOINT FILLER SAND SHALL BE AS FOLLOWS: A GRANULAR FILL(FOR OVER-EXCAVATION)SHALL BE SAND-GRAVEL SIEVE SIZE%PASSING BY WEIGHT 1. BLUESTONE,THERMAL FINISH FOR CLIENT REVIEW. 2. ALL BLUESTONE CURBING,FIREBOX AND,RAINGARDEN. 25 MM(1 IN.) 95 TO 100 a. SAND SHALL BE A CLEAN, WASHED, POLYMER SAND, MIXTURE,GRADED WITHIN THE FOLLOWING LIMITS: 1 IN. 100 2. ALL TYPES OF STEEL EDGING 3. ALL BLUESTONE STOOPS AND STEPS 12.5 MM(12 IN.)25 TO 60 UNIFORMLY WELL GRADED,W TH 100 PERCENT PASSING NO.16 SIEVE SIZE °b PASSING BY WEIGHT 3/4 IN. 90-100 • �� 3. ALL LOOSE AGGREGATE MATERIAL INCLUDING BEACH STONES, 4. ALL METAL PLATING AT FIREBOX .4.75 MM(NO.4) O TO 10 0-18-MM)SIEVE AND NO MORE THAN 10 PERCENT PASSING 1.121N. 100 318 IN. 2M CRUSHED STONE,AND POLYSAND. 5. ALL CONCRETE POURS 2.36 MM(N0.8) 0TO5 NO.200 (0.07SMM) SIEVE, CONFORMING TO ASTM C 144, NO.4 20.60 Np,4 0-10 4. ALL METAL CHANNELS AND PLATE EDGING. 6. ALL METAL CHANNELS B. SAND SHALL BE A CLEAN,SHARP,NATURAL SAND CONFORMING TO EXCEPT THAT THE FINENESS MODULUS SHALL BE 2.25�0.10. NO.40 10J5 NO.8 Ob 5. EXPANSION JOINT CAULK ASTM C.33,EXCEPT THAT THE FINENESS MODULUS SHALL BE 2.2%: SAND SHALL BE FROM A SINGLE SOURCE.SOURCE OF SUPPLY NO,200 O-8 D. STRUCTURAL FILL AS APPROVED BY STRUCTURAL • B. PROVIDE PRODUCT INFORMATION FOR REVIEW AND APPROVAL FOR 2 PERVIOUS SETTING-BED 0.10. SHALL NOT BE CHANGED DURING COURSE OF JOB WITHOUT B. COMMON FILL(IN LANDSCAPED AREAS)SHALL BE BANKRUN SAND, ENGINEER(STRUCTURE FOUNDATIONS)SHALL BE AGRAVE THE FOLLOWING: A. PREPARED BASE: 1. GRADATION FOR SETTING BED SAND SHALL BE AS FOLLOWS: WRITTEN PERMISSION OF THE ARCHITECT. GRAVEL,OR MIXTURE THEREOF,GRADED WITHIN THE FOLLOWING SANDY GRAVEL,GRADED WITHIN THE FOLLOWING LIMITS: 1. ALL LIGHT FIXTURES 1. DENSE GRADE CRUSHED STONE SHALL CONFORM TO MHD SIEVE SIZE%PASSING BY WEIGHT b, COLOR OF SAND SHALL BE UNIFORM MATCHING THE PAVER IN LIMITS: SIEVE SIZE %PASSING BY WEIGHT 2. ALL TYPES OF STEEL EDGING STANDARD SPECIFICATION SECTION M.2.01.7,'DENSE-GRADED 3I81N. 100 COLOR,AND SHALL BE APPROVED BY THE ARCHITECT.. SIEVE SIZE%PASSING BY WEIGHT 6 IN, 100 3. ALL DRAINS AND PERFORATED PIPE(FOR CIVIL APPROVAL) C RUSHED STONE FOR SUB-BASE'. NO.4 95-100 3 SOIL STERILIZER 61N. 100 NO.4 30-80 C. PROVIDE PHOTO DOCUMENTATION FOR THE FOLLOWING,LA RESERVES 2. STONE FOR CHOKER COURSE CONFORMING TO ASTM D 448.NO.57. NO.8 80-100 A. SOIL STERUANT SHALL BE CALMIX(R)PELLETS WEED KILLER AND SOIL NO.4 30-95 NO,40 5-30 THE RIGHT TO TAG SPECIFIC STONE IN THE STONE YARD PRIOR TO GRADATION SHALL CONFORM TO THE FOLLOWING: NO.16 50-85 -STERILANT,SUPPLIED/MANUFACTURED BY:NUFARM AGRICULTURE INC., NO.200 0-15 NO.200 0-8 DELIVERY: ASTM NO.57 COURSE(AT RAIN GARDEN) .NO.50 10-30 PHONE NUMBER:(403)-253A471;FAX NUMBER:(403)-253.8478,OR C. GRAVEL BEDDING(FOR UTILITIES)SHALL BE GRAVEL,CRUSHED 1. ALL BOULDERS GRADING REQUIREMENTS NO.10D 5.15 APPROVED EQUAL. QUARRY ROCK OR CRUSHED GRAVEL,FROM OFFSITE SOURCES EDGES OF BUILDING FOUNDATIONS WHERE PLACING STOOPS THE REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION, 4.EXECUTION AND STEPS. F. TRANSPORT AND LEGALLY DISPOSE OF EXCESS EXCAVATED A.COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING b. MAKE AT LEAST ONE FIELD DENSITY TEST OF THE SUBGRADE MATERIAL. PERCENTAGES OF MAXIMUM DRY DENSITY ACCORDING TO FOR EVERY 2000 SQ.FT.OF PAVEDAREA.BUT IN NO CASE LESS G.MATERIAL WHICH DOES NOT CONTAIN SUFFICIENT MOISTURE TO BE ASTM D 1557: THAN THREE TESTS. COMPACTED TO THE SPECIFIED DENSITIES SHALL BE MOISTURE - a. UNDER STRUCTURES, BUILDING SLABS, STEPS, AND c. IN EACH COMPACTED FILL LAYER,MAKE ONE FIELD DENSITY CONDITIONED BY SPRINKLING,DISKING,WINDROWING,OR OTHER - - PAVEMENTS,SCARIFY AND RECOMPACT TOP 12 INCHES OF TEST FOR EVERY 2000 SO.FT.OF OVERLAYINGPAVED AREAS, METHOD APPROVED BY THE LANDSCAPE ARCHITECT. EXISTING SUBGRADE AND EACH LAYER OF BACKFILL OR FILL BUT IN NO CASE LESS THAN THREE TESTS. 1. MATERIAL CONDITIONED BY SPRINKLING SHALL HAVE WATER SOILMATERIALAT95 PERCENT. C. FILL MATERIALS SHALL NOT BE PLACED WHEN SUBGRADE OR FILL ADDED BEFORE COMPACTION. UNIFORMLY APPLY WATER TO b. UNDER WALKWAYS,SCARIFY AND RECOMPACT TOP 6 INCHES MATERIALS ARE FROZEN,EXCESSIVELY WET.OR EXCESSIVELY DRY. SURFACE OF SUBGRADE OR LAYER OF SOIL MATERIAL TO OBTAIN BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL D.PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. SUFFICIENT MOISTURE CONTENT. THE CONTRACTOR SHALL OR FILL SOIL MATERIAL AT 95 PERCENT. KEEP FREE OF TRASH AND DEBRIS. REPAIR AND RE-ESTABLISH :'MAINTAIN SUFFICIENT HOSES ANDIOR WATER DISTRIBUTING c. SEE PLANTING NOTES FOR COMPACTION AND DECOMPACTION GRADES IN SETTLED, ERODED, AND RUTTED AREAS TO THE EQUIPMENT AT THE SITE FOR THIS PURPOSE. UNDER NON PAVED LAWN AND PLANTING AREAS. SPECIFIED TOLERANCES H. EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS B. PERFORM FIELD DEN SITY TESTS IN ACCORDANCE WITH ASTM D 1556 E.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY INCLUDING SILT FENCING BY OTHERS OR D3D17. SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE a. MAKE AT LEAST ONE FIELD DENSITY TEST OF SUBGRADE AT WEATHER,SCARIFY THE SURFACE,RE-SHAPE,AND COMPACT TO -,.�".' ,_-..__-_._.__..___-__. _ _.____ _ -- 4 (.. ) _ �`✓~^~ I _ I - MATERIALS LEGEN D Y DESCRIPTION / / O .40CATI NTBDBVOHERS STONE PAVEMENT D R YLAI SP BITUMINOUS PAVEMENT-B L22 0 C�� r 1 - g'(R1! ' 5�� J/ O `U!l 1%l \V Ii/A 1 WALLF/\ ,1/IN \\LIB i i` \\JI\ M \W \,Vi 1(/,yA i=/: 'IA/[i4P1 B//},WALLFi 1/1. '.W \ li//:` jiflN A4 -%u1;.. \\U'I., \.IP! I L �- STONE PAVEMENT-ON 1 t FpRGON .,..._ •--� �- A O 10. 6'� .�.y '�� �-_ 'o�o / o.• °` .•J�o- J� �.\ l ' \ /+�� C PAR _- ._ __ _ L2:1 I - - - - /�// �•O� MAINTENANCE STRIPGv _ o J� /.•.��' •1TG,�� 3 _ (.& I 0--..-._ I _� ,_.' } .o;/�' 'J" /"\� \\.\ 7:..: AIYI.IE ,�Y/h w.\'\w\' o! (gym STONE WALL.GARAGE "4 ✓r �/ L2.1 14.30 PAVER,TYP. \t T`• �iI j`..+M L L2B.0-�-__ STONE WALL, L L Lz..1 BW ResidentialLLC` FREESTANDIN WA 6 23 Atlantic Avenue Hyannis Port.MA SF �/ - - - I / 'J o\�\\\\\ MC MORTAR CORE WALL ENCLOSURE B e OTHERS BO`�\MP �1 ARCHITECT. ' Jill Neubauer Architects MONOLITHIC STEPS 1 15 Depot Ave. \\ 7 e / .,,.,, ' \` Falmouth,Ma 02540 /I L \ \� 1 ' �� \�\ 506-548-0909 - ° tt `- ✓ j ��\ _ STAINLESS STEEL EDGE STEEL EDGE CIVIL ENGINEER: •, - ° PA ®,^ s � } _� -s* `�� �/ _ Sullivan Engineering 8 Consulting S ..�anrF / PA S E SO PLANTING AREA. 711 Main Street c F ° , i* y ,M. -` -'--.rl \ \ � I Csterville,Ma 02655 --- IL PLAN � _"_.-rv- - - -_ _ +� \\ •�� .i p.�e � � �i 'LAWN508-428-3344 �'r \ \Y� LR REINFORCEDTURF 7 LANDSCAPE ARCHITECT: 1 xL fir( \\ Y Leo Bernice Wahler Landscapes -_ �-',' Sandwich,Ma 02563 ep Y 4 PA + .,,._.__ - ..II: ..... _ -._ _ " �4. DRAIN.BEE CIV L PLANS ShS YARD (2, -- FOR REQUIRED AREA DRAINS - I G TITLE 205-2164 STONE CURB WITH e DRAWING TITLE ,� MONOSTEP. L. SP I \ a/ / MATERIALS PLAN O L2.1 I 'er-'`=_ • M 0 GA+'. , TD �\ -- 8 r\ �2F I (F) FENCE/GUARDRAIL i p Y __ --,-__ _-_ __ .y�,.� � I �\ .6 DATE IBSUE CURB L2,0 12131i19 ISSUED FOR.TEAMCCORGNAiICN _ ,I _` \ " \` �`•'\� I MP MITIGATION PLANTING- + ) LB4 SEE CIVIL PLANS iz 4 RAGE\ SB \�\ ``�\ \ \\\'«,> ` / L© LIGHT WELL 10 I /.^ \`\\ \�.\ � \\\\� \\� �\•\\•,\�� \.:.-�\�\�'1" + LIMIT OF WORK STONE RAMP-TBD . � S I i_ vJ e \, \ \ , SE STONE EDGE L2.0 DRAWN BY:BW I IW/SVIPD 3><10 PAVER,TVP. (STD\) TRENCH DRAIN 9 �, - � s•I�\' / CHECKED BY:BW/IW O DOWNSPOUTS,SEE ARCHITECTS PLAN AS NOTED FOR LOCATIONS.CUT ADJACENT SCALE: (f\ \\ \\\\"+` C• ..�yam_ \ PAVERS AROUND DOWNSPOUT \ 6 `L2.2 \�• 2 / CONNECTION AS REQUIRED. DATE:DEC.31,2019 \,\;� BOULDER DRAWING NUMBER: \` / GARAGE APRON L2.0 i �� I _040 ,%' I� t GRADING NOTES APPROVAL OF THE STRUCTURAL ENGINEER,SOIL TEST REPORTS FOR TOPSOIL SHALL BE PROVIDED BY THE STRUCTURES AND TO PREVENT PONDING AND POCKETS OF SURFACE DRAINAGE. REPAIR AND RE-ESTABLISH GRADES IN SETTLED,ERODED,AND DAMAGED AREAS,WHERE COMPLETED CONTRACTOR THROUGH THE UNIVERSITY OF MASSACHUSETTS SOIL TESTING LABORATORY. AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,SCARIFY.RESHAPE,AND 1. INSTALL STAKED HAYBALE SILTATION FENCE AT EDGE OF PROPOSED GRADING AS PER CIVIL PLANS AND PINE AND SWALLOW. 6. TOPSOIL TO BE INSTALLED SHALL BE NATURAL,FRIABLE,FERTILE SOIL CHARACTERISTIC OF PRODUCTIVE COMPACT TO REQUIRED DENSITY. MAINTAIN HAYBALE FENCE IN GOOD CONDITION THROUGHOUT PROJECT. - SOIL IN THE VICINITY,REASONABLY FREE OF STONES,CLAY LUMPS,ROOTS,AND OTHER FOREIGN MATTER. 4. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF UNEXPECTED SUBSURFACE CONDITIONS. DO NOT USE MUDDY TOPSOIL.PLACE DURING DRY WEATHER.ALLOW FOR 6"AVERAGE DEPTH OF TOPSOIL 9. UPON COMPLETION OF EARTHWORK OPERATION,CLEAN AREAS WITHIN CONTRACT LIMITS,REMOVE TOOLS, 2. THE LOCATIONS OF UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE.THE CONTRACTOR SHALL CALL CONTRACTOR TO SET GRADE STAKES SHOWING LINES AND ELEVATIONS FOR REVIEW AND APPROVAL BY SCREENED FOR LAWN AREAS,AND 12"DEPTH AT PLANTING AREAS,EXCEPT AS OTHERWISE INDICATED ON AND EQUIPMENT.PROVIDE SITE CLEAR,CLEAN,FREE OF DEBRIS,AND SUITABLE FOR FURTHER SITE WORK DIG-SAFE TO VERIFY THE PRECISE LOCATION OF ALL UTILITIES ON-SITE BEFORE INITIATING DEMOLITION THE LANDSCAPE ARCHITECT PRIOR TO ROUGH GRADING. THE DRAWINGS. OPERATIONS. ACTIVITIES AND PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION.ANY UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 5. PERFORM GRADING WITHIN CONTRACT LIMITS OF CONSTRUCTION,INCLUDING ADJACENT TRANSITION 7, FINE GRADE TOPSOIL ELIMINATING ROUGH AND LOW AREAS TO ENSURE POSITIVE DRAINAGE.MAINTAIN - AREAS,TO NEW ELEVATIONS,LEVELS,PROFILES,AND CONTOURS INDICATED.PROVIDE SUBGRADE LEVELS,PROFILES,AND CONTOURS OF SUBGRADES. 3. PROVIDE SAMPLES OF MATERIALS PROPOSED FOR USE FOR THE REVIEW OF THE LANDSCAPE ARCHITECT, SURFACES PARALLEL TO FINISHED SURFACE GRADES.PROVIDE UNIFORM LEVELS AND SLOPES BETWEEN - INCLUDING FILL,TOPSOIL,PLANTING SOIL,AND PAVEMENTS.SUITABLE FILL MATERIAL SUBJECT TO THE NEW ELEVATIONS AND EXISTING GRADES.GRADE SURFACES TO ASSURE AREAS DRAIN AWAY FROM a. PROTECT FINISH GRADED AREAS FROM TRAFFIC.AND EROSION.KEEP FREE OF TRASH AND DEBRIS. GRADING LEGEND SYM DESCRIPTION X.XX X EXISTING SPOT ELEVATION .._,_x__ EXISTING CONTOUR .. X.XX+ PROPOSED SPOT ELEVATION X PROPOSEDCONTOUR TWX.xX+ TOP OF WALL - BWx.XX+ BOTTOM OF WALL TSX.XX+ TOP OF STEPS - .. BSX.XX+ BOTTOM OF STEPS . 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LANDSCAPE ARCHITECT: I, __- t`,:•�!'c; # +z4:s �(.✓' s`' e °„r �•� Bemire Wahler Landscapes 1 o _®'-:� '�" �' "�, /. r'•.. \.--r`"' =—.\,, / Sandwich.Ma 02563 8.4 / > • ___ _��_,. � -- ., . . f"'W.1'h:-^'^�I:II I,✓+z25372o5 0 01 ry�2>'1 9%'/,, ✓r/�;/'S�Z Pr,°�'K" ,j:,� .M ], �^.�✓ �:^"�i^ ,� - `/ I \ - 774-20 5-2184 BASEMENT DRAWING TITLE: FFE 21.5 GRADING PLAN o P I\ 1 \\ ® - , i :__i�_ _- ___ `-4;`;�'.� mPs-s- - f ` I !r,Y /,.✓� ..-.;i'" / R intorced TuA_ 8 1 fiR 7_i/4 o i / \2q ...\�� I �, _• •• �� -- FFE-G 2100L`�-` `'' c^�� �r�`e`� .�7,'3-„�;,Y� BAEEMENT.': / �l 'i - rp/"� �✓,.. 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SPREAD FERTILIZER AND SOIL AMENDMENTS AT THE SPECIFIC OR OTHER SUITABLE EQUIPMENT.COMPACT THE SCARIFIED SUBBASE TO ANALYSIS AND ORGANIC CONTENT.RESULTS OF THE SOIL TEST SMALL BE THE SCARIFIED SUBBASE TO 86438%COMPACTION. THE SCARIFIED SUBBASE TO 8588%COMPACTION.SPREAD ENRICHED ADDITION RATE OVER THE ROOT ZONE PROFILE AS REQUIRED. BBAB%COMPACTION.SPREAD 8"LIFTENRICHED COMP CTTO82-85%D B. MIX FERTILIZER AND SOIL AMENDMENTS MATH INITIAL PASS REVIEWED D CERTIFIED SOIL SCIENTIST FOR SOIL BLEND PLANTING MEDIUM ER SPECIFIED BELOW)MINI WIDE TRACK BULLDOZER SUBSOIL(AS SPECIFIED BELOW)IN NO GREATER THAN 8'LIFT AND (FIRST RECOMMENDATIONS.CONTRACTOR TO HOLD PINE A ALLOWANCE FOR SOIL DELOVY)IN NO GREATER THAN B"LIFT AND COMPACT TO SCARIFIED MAX DRY SIZE D6 OR SMALLER COMPRESS WITH A MINIMUM OF TWO PASSES TO A COMPACT TO 82A5%MAX DRV DENSITY.THE SURFACE AREA OF EACH LIFT PASS)OF ROTARY MIXER, DENSITY.THE SURFACE AREA OF EACH LIFT SHALL BE SCARIFIED 8V C. SPREAD TURFGRIDS AT AN APPLICATION RATE OF 1 LBI 10 SF FOR TESTING AND BLEND SPECIFICATIONS FROM PINE AND SWALLOW OR RAKING PRIOR TO NEXT LIFT. DENSITY OF 86-88%MAX DRY DENSITY.NO VIBRATORY COMPACTION OF SHALL BE SCARIFIED BV RAKING PRIOR TO NEXT LIFT. MIXING DEPTH OF W.SPREAD IN SPECIFIED GRID PATTERN USING ACCEPTED EQUAL. SPREAD PLANTING MEDIUM SUBGRADE OR PLANTING MEDIUM SHALL TAKE PALQE.NO RUBBER TIRED SPREAD PLANTING MEDIUM(AS SPECIFIED BELOW)WITH WIDE TRACK (AS SPECIFIED BELOW)WITH MADE TRACK EQUIPMENT OR HEAVY EQUIPMENT EXCEPT SMALL BULLDOZER SHALL BULLDOZER SIZE D-5 OR SMALLER OR IT MAY BE DUMPED AND SPREAD DROP SPREADER,OR HAND SPREADING APPLICATION.SOME HAND BULLDOZER SIZE D-5 OR SMALLER OR IT MAY BE DUMPED AND SPREAD PASS OVER SOILS AFTER THEY HAVE BEEN LOOSENED OR PLANTING WITH A BUCKET OF A BACKHOE OR EQUIVALENT.THE CENTRAL PORTION RAKING MAY BE REQUIRED TO OBTAIN UNIFORM COVERAGE AT .. WITH A BUCKET OF A BACKHOE OR EQUIVALENT.THE CENTRAL PORTION MEDIUM IS SPREAD. OF THE PIT SHALL BE COMPRESSED ADEQUATELY TO SUPPORT THE SPECIFIED ADDITION RATE. OF THE PIT SHALL BE COMPRESSED ADEQUATELY TO SUPPORT THE AMENDED SOIL: 6"'DEEP PLANTING MEDIUM ROOTBALL AND PREVENT SETTLING.AFTER PLANTING COVER AREA WITH D. MIX TURFGRIDS TO 4"DEPTH WITH ROTARY MIXER UNTIL UNIFORM FOOTBALL AND PREVENT SETTLING. 2'AGED PINE COMPOST. FIBER/SAND COMPOSITE IS OBTAINED.TYPICALLY 2 PASSES AT SHRUBS TO BE PIT PLANTED IN A PIT MINIMUM 2X ROOT BALL SIZE.FILL PLACE AND SPREAD PLANTING MIXTURE TO A DEPTH GREATER THAN AMENDED SOIL: 24-DEEP PLANTING MEDIUM RIGHT ANGLES WITH RECOMMENDED ROTARY MIXER.EQUIPMENT WITH AMENDED SOIL.AFTER PLANTING COVER WITH 2'OF AGED PINE REQUIRED SUCH THAT AFTER SETTLEMENT,FINISHED GRADE CONFORMS RECOMMENDATIONS ARE REDEXIM,ROTODAIRON,BLECAVATOR, COMPOST. -TO SPECIFIED FG. OR EQUIVALENT. AMENDED SOIL: 4'.DEEP PLANTING MEDIUM(POST COMPACTION) E. COMPACT FIBER REINFORCED ROOT ZONE WITH 4 TON TO 6 TON TREES AND SHRUBS TO BE PIT PLANTER AT 2.5 X ROOT BALL. REMOVE STIFF CLODS,LUMPS,BRUSH,ROOTS,STUMPS,LITTER,AND DOUBLE STEEL WHEEL ROLLER TO SPECIFIED PROCTOR/DENSITY/ OTHER FOREIGN MATERIAL AND STONES OVER 1'DIA. MOISTURE AS SPECIFIED BY ENGINEER/DESIGNER. HYDROSEED WITH BLACK BEAUTY SEED MIX AS PER MANUFACTURERS SPECIFICATIONS. Ids 1J YFEf+ - G \ Y.///•/ /�////J�/f ~ �( RT �j`RT,M-7 �'/ /� t/j/r/!/ .\//i/A/!X// 1/ti \VJ l i d1 11//!, i ti 1. 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" i F Bernice Wahler Landscapes Sandwich,Me 02563 - / I7 /• / r/ - -_ .y,.: - a fi I 1 \ \'{\\y� "_-�' /.i". I/ I /` 774-2052184 \ \� �"�' .�, �� 'a_ w� \� \ 1� ?i•. // DRAWING TITLE: SOIL PLAN f 4\ Q DATE ISSUE 1 �ll -L _�....__ \rI trr \ il' ,-1,,. £' a..- y`Y I \ \ x �\"\`,�.��\�\`.``�" �� Y .-�,' 1 // -• 1 ' s / 1.\xT.. /�' i' '�.�- °�`�\\ PA\ • yll �'\ ' \ ;!`\ P\\ MP`^ 'C`�`�� .,..-r-.^._._._ r . ! / ,-�/ ` 1'J'31it8• I:..UED.'ORT 4A":CAORCI52ATtOh' r I �/1�'�' �''' \• yr` �,r'' y, �- _ �. 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LUSH ROADWAY SEE DETAIL CRX30"X3"THICK STONES MEET 0'X3 THICK SEE MATERIAL LX GRANITE PAVERS,THERMAL F U H OR3"X1 " vAL[1sl:" - FINISH,IA v4DEx SD^LONG M ET EXISTING PAVING PLAN ,' �...°.y,.� � { J FLUSH 8 SMOOTH 1"SAND SETTING BED 5 IwwUMTHCKWSS ' S'THICK REINFORCED C ONC SLAB NTH - 1Y�y E-_LF yi FORCEDCONCRETESIAB .,a lip.//ft. - - E---LF NED To GARAGE FLOOR vn 4 PERFORATED HOLES @24"O.C.FILLED „F ^x 1r Da SS BAR AT20O _ __ SS DOWEL WHERE WITH WA SHED GRAVEL aoos ps coN TI i ' _ ':Y mg^o°E�• ee$ WASHED p57 STONE BASE �-+ CONIWUOUSREBAR _ m _T- ° ` CONTINUOUS CRETE PAUNCH YATH.S �• ` -t" i_,ML , U M5 fa a-4•�4 .°P ° °-4 a:FI COMPACTED TO 95%MAX DRY 1`'11 Elf -. -x{^MA,SS BARAT20.C !-,;�„ .�LIc au /. J-d. REBAR a�: ,°.: �o o •_ ° DENSITY .FTARSETTNGBED •e"a`. s-Q• Ck'iL�T7•-° 'r`5: 4 .tste-ice- CONTINUOUS STON,C 1FA TED70 RUSHED G / ..,.�..,.:,-, ) .. UNDER DRAINAGE:SERIES OF 4"PERFORATED Y-i3�41...•w..A=.u,.r .�F.:I... �JL,.79'..�df�t=�' onE LowPnLTED To eTx rnAz DRv -L."YY �. 6�S � w „�L- CONCRETE HAUNCH. DENSITY ; -'LENQ,1B E -- ./ ) DENSE GRADED CRUSHED STONE TIO DRY WELL ES WITH G 2,4"D.0 AND SOCK CONNECTED COMPACTEDSUBGRADETo05% ''-I T +�. COMPACTED TO 95%MAX DRY A% FOR FOUNDATION, SEEARLH ,80��6IDE5�: 1� DWGS.DENSITY, SEE +Rr.U; T�- !_ I I., .. („1,1 DENSITY - MIN 4"ADJUST DEPTH TO ALLOW PIPE TO STRUCTURAL AND -°fL"TfYP u44 ,jam COMPACT SU BGRADE TO 95%MAX SLOPE TO DRAIN WATERPROORNG PLANS ,i-!:C GI>alJr. '�"" �y�� TI-�1L=L.. -4 - I I �'IF_:I '�Y`�•1=: 1"�-� DRY DENSITY 9 GARAGE APRON-GA - STONE EDGE STONE PAVEMENT-ON CONCRETE-SP aJr-1'-0^ J NTS - &1NTS ADJACENT MATERIAL VARIES SEE A N) PLAN EXTEND BASE AT EDGES OAKHILL GRANITE CURB,THERMAL - - FINISH TOP SUPPLIER:J&J MATERIALS DAN BALDWIN 508-7466111 - - I ->_ I PARGE FINISH BEYOND,SEE 3/4- [lamp,al NARCHITECTS DRAWINGS ' CQNg'1fRUCT10N i#� OAK HILL GRANITE STONE CAP, _ �i -�OR } .y THERMAL FINISH,13"VADE X .�„ yOjC. m i PLAN VARIOUS LENGTHS X 7 THICK ADJACENT MATERIAL VARIES SEE tD BITUMINOUS CONCRETE TOP COURSE 1 A MORTAR SETTING BED R-. `' :-.� SS DOWES WHERE STONE ABUTS ° e � BITUMINOUS CONCRETE BASE COURSE � I 43 CONTINUOUS REBAR DENSE i I GRADED STONE BASE COMPACTED TO 95%MAX. - �� 5 _ Knot F STONE ANCHOR-HECKMANN ,�, CONTINUOUS CONCRETE DRY DENSITY ' STAINLESS STEEL p152 STONE PIN () HAUNCH NO WOVEN GEOTEXTILE FILTER FABRIC ANCHOR \ - DENSE GRADE CRUSHED STONE, - 1 COMPACTED TO 95%MAX DRY COMPACT SUBBASE TO \ IL GRJCI�I7E.&FSN NEER, DENSITY ' I 95%MAX.DRY DENSITY THERMAL FINISH,3"THICK X 28"TALL I I I I I� IJ I I=I I..I-I; XH-41'VviDE(CONTRACTOR TO BW Residential LLC `•*. ,\..\� \ �,`i COMPACT SUBGRADE TO _ VERIFY IN FIELD) 95%MAX DRY DENSITY - - 23 Atlantic Avenue CONCRETE WALL(SEE ARCHITECT Port, A PLANS) ^ CiURB - Hyannis(' BITUMINOUS PAVEMENT B Han M " ARCHITECT ! f' '" CRU ED E NTS - 1 STONE ANCHOR-HECKMANN - : ARCHITECT: - � ? STAI NLESS STEEL R27SZBENTTYP ;I SCREWON STONE PIN ANCHOR Jill NE'UDBUef Architects '-i - 15 Depot AVe. r - ADJ.LAW'" Falmouth,Me 02540 WATERPROOFINGAND PROTECTION BOARD 508-548-0909 L PERMA LOC STRUCTURE EDGE BY OTHERS OAK HILL GRANITE PAVERS 3-XI(rX3'THICK CIVIL ENGINEER: \ \ ) THERMAL FINISH J;� ,.�\�/.^•/ °_" _"'2 - SUPPLIER:J&J MATERIALS Sullivan Engineering&Consulting DAN BALDWIN 508-7466111 711 Main Street }"POLYSAND JOINT, FIBERSOIL TURFGRIDS 36 MLGF SAND TYR. .OSteNllle,Me 02655 VARIES SEE PLAN SUBMIT SAMPLE FOR APPROVAL. 508-428-3344 ' }" BASED ROOT REINFORCED LAWN AS LIGHT WELL SUPPLER:READ CUSTOM SOILS SAND SETTING BED Nernice ARCHITECT:PER MANUF CTURER SPECS LA CT 10 e (Boo)924-s33s �•q�q,O°�°_ °qa�� 4=, Bernice Wahler Landscapes s NTs em6° `�„6 ° DB`tk e Kb�6+' �+BB ° 82fa Sandwich,Me 02563sca e g1 DENSE GRADED CRUSHED STONE 77Q-2OS-21 S4 SAND SETTING BED BASE,COMPACTED TO 95%MAX. COMPACT SUBBASE TO 95%MAX. DRAWING TITLE: COMPACT SUBGRADE AS PER DRY DENSITY. 24" FLUSH GEOTECH ENGINEER - /� c STONE PAVEMENT ON D ETA I LJ CONCRETE 14"TYP SEE DETAIL 1 L2.0 REINFORCED TURF-LR (e"", STONE PAVEMENT-DRYLAID-P 1"MORTAR SETTING BED, TYR NTS J NTS DATE.. ISSUE 1/8• MONOLITHIC OAK HILL _ 12/31/19 ISSUED FOR TEAM COORDINATION GRANITE TREADS,THERMAL FINISH SEE GRADING PLAN. REINFORCED WALL SEE DETAIL 3 L2.1 - - }'MAX DRY JOINT,TYR. END CUTS A MIN.4"FOR -2. SMALLER PAVERS OR MIN.14" FOR LARGER PAVERS. CMU WITH FILLED CORES •}OF TOTAL PAVER LENGTH BORDER KING BLACK STEEL EDGING - DRAWN BY:BW/IW/SV/PD SEE PLANS FACE OF FOUNDATION O O CHECKED BY:BW/IW O }"NATIVE CRUSHED STONE; SUBMIT SAMPLE FOR SCALE: I RAPPROVAL 17 DENSE GRADED �I -II it III II — COMPACTED,WASHED 067 DATE:DEC.31,2019 CRUSHED STONE OR STONE UNDISTURBEDSUBGRADE ' COMPACTED,SUB BASE TO 95% EXTEND ADJACENT WALL TO97%MAX DRY DENSITY MAX DRY DENSITY DRAWING NUMBER: FOOTING TO ACCEPT STAIR BUILDOUT LZ.O MONOLITHIC STEPS AT GARAGE MAINTENANCE STRIP-M d STONE PATTERN-1/3 RUNNING BOND 8 NTS T NTS 11 N7S /� J. /�/� M MIS /� /�/� /�i•� � /� /� � /� ADJACENT MATERIAL CHANGES • SEE PLAN _ EZ-DRAIN OR EQUAL ALONG BACKSIDE OF CURB,TYP.TIE 4" 1'-0" INTO SITE DRAINAGE [:FUSH SS DOWLS WHERE STONE ABUTS - STONE WALL MOCK-UP: STONE WALL MOCK-UP: III I I I w w CONTRACTOR TO PROVIDE CONTRACTOR TO PROVIDE d B'LONG FULL WIDTH MOCK-UP OF 8'LONG FULL WIDTH MOCK-UP OF STONE WALL FOR FINAL APPROVAL STONE WALL FOR FINAL APPROVAL ¢n PRIOR TO CONSTRUCTION. PRIOR TO CONSTRUCTION. SELF CAPPING FULL DEPTH BED STONE _ 'FG MONOLITHIC STEP 16 _ i OAKHILL GRANITE THERMAL FINISH MATERIAL VARIES, EXTEND RESAR INTO O C I I I I(—� 1"STONE DUST SETTING BED li SEE PLAN III , SEAT WALL MIN.12" I=I _ — 7171 CONTINUOUS CONCRETE SELF CAPPING WALL TO BE A MIN.OF 4" 12• I I I Ij HAUNCH WITH CONTINUOUS N3 THICK STONES TO MAX.OF 6'THICK}• 3/8'RAKED BACK JOINTS 1 REBAR FRONT AND BACK OF ALL CAP TO BE FULL WIDTH PIECES FG M - - REMAINING TO BE NO MORE THAN 2 CAVCLEAR RAINSCREEN DRAINAGE MAT `I — - STONES TO COMPRISE WIDTH.SLOPE — _ — — — DENSE GRADE CRUSHED STONE, MORTAR JOI NTS AND ISEWIDDEEPLY HRAKE E MORTAR BED '�=L __—_ _ _ _ _ _—III— COMPACTEDT095%MAXDRY _..,_1B. STAINLESS STEEL TIES Q 18"O.C. DENSITY VARIES,SEE PLAN =III—III—III= I—II—III—(—III—III=II-1'[— I =III— STONE PAVEMENT v CAVCLEAR WEEP VENT @ 24"O.C.,MIN 6"ABOVE FG. I_I _'_' _� _ _III—III—III—III—III—III—III—III—I I—III _ — SEE DETAIL 1-L2.0 I4 HORI®i6"O.C. a MORTAR STONES FULLY BELOW WEEP VENT k =L—III=)I I_ _ COMPACT SUBGRADE 95%MAX EACH FACE a 10'MIN. —III—III—I—I I—III—III—III—III=11 L—III—III__ oRY DENSITY FG ,—III—III—I �I I=III—III=1 I=1 I I=1 I I=1 11=1 I I-1 I I. g It_ BACKF ILL WALL WITH GRAVELLY - FULL BED STONE SAND OR SANDY GRAVEL WITHIN b 6'CMU SHELF GROUTED SOLID SEE DETAIL 2-L2.1 •g -• Y• THE FOLLOWING LIMITS °O°o�ao 17 WITH GALW.STRAP TIES 24"O.C. i FOR STONE TYPE •'e-��,a p pe SIEVE SIZE %PASSING BY WEIGHT o o°e o O o EACH WAY 6 N. 100 0 05 REBAR®17'VERT 4•; e• a$ '� }"RAKED BACK JOINTS, NO.4 30-80 °o o 0 0a / EACH FACE °O° • • e TYP. NO.40 5-30 °o e \\ \\ C?� N �"'• °' b°gam• /\\/\\ 1 STONE CURB WITH MONOLITHIC STEP-CM,. $"�RV w 10 9DID 1"DIA.COPPER WEEP N0.200 0-B C+yg,e eo°po / / I 01 _ EZ DRAIN OR EQUAL _ SEE CURB FOR NOTES 6-L2.0 C"o �O� _..•��" 8'MIN MOLES 8'O.0 WITH SCREEN %a FG VARIES \�\\/� k5 DOWELS a pD 4000 PSI REINFORCED CONCRETE ���/ _ SPREAD FOOTING AND WALL VERT BANS b / , 6"DIA PERF.PIPE WRAPPED 36"LAP \\ / /, - j I LL CONNECT TO DRY °b oa o O f ° L b FOOTING REINFORCED WITH M -1 REBAR Q i6"TOP AND BOTTOM EW oe Q FOOTING SET TO FROST DEPTH MIN. \ FROST OF 4'-0"BELOW GRADE �7 BACKFILL WALL WITH LINE � 00000� r'1QQO OQ O �� DRAINAGE FILL p pa•�F Q., O �/`.(ll(�_) no'OxO OO 12'DENSE GRADED CRUSHED BW Residential LLC • �� O UD p OQ-ry 'V O O DENSE GRADED CRUSHED STONE OR UNDISTURBED - - QOO 0 O Q V O ° 00 O �� STONE BASE COMPACTED SUBGRADE COMPACTED TO 97% " • 23 Atlantic Avenue TO 97%MAXIMUM DENSITY — — — — — _ - - ''� -' 4'-0" MAX DRY DENSITY 1 .. Hyannis Port,MA — AVOID CHINKING COMPACT SUBGRADE TO 97%MAX_DRY DENSITY 3 WALL SECTION AT BANI(-SB CAP sizes To vnav R ARCHITECT NTS MORE FROM6'-14'H _ 4'- ]•, JA"''' '.#. " ' r-0• r-0' ' � •7� tom,. ' x',�„ R, -� � _ Jill Neubauer Architects 15 Depot Ave. c �; MIN.STONE SIZE ONE(1) 'rT' k"A N4' Falmouth,Me 02540 FACE FOOT 506-546-0909 �' - �, ;.., MORTAR CORE FIELD STONE RETAINING WALL-MC ,r ' CIVIL ENGINEER: 5 «. y 3 Sullivan Engineering&Consulting NTS ' c 711 Main Street -- - - - �� Ea �' f Q O t 11 M 655 STONEWALL MOCK-UP 02 S .e STONE WALL MOCK-UP !t MIX OF FIELD SPLIT AND "7 �"•' 506-428-3344 • CONTRACTOR TO PROVIDE Ib NATU RALFACE • 'Y R .,. y, 'e CONTRACTOR TO PROVIDE 8'LONG FULL WIDTH MOCK-UP OF WO - NEWENGLAND GRANITE LANDSCAPE ARCHITECT: V LONG FULL WIDTH MOCK-UP OF STONE WALL FOR FINAL APPROVAL FIELDSTONE FINAL PRIOR TO CONSTRUCTION. �° Bernice Wahler Landscapes ' 18" STONE WALL FOR UCTIOAPPROVAL 1 TAPER STONE SIZE SO - Sandwirh,Me 02563 alf---CFI PRIOR TO CONSTRUCTION. LARGER STONES ARE - WEIGHTED AT THE 774-205-2184 I^ SELF CAPPING WALL TO BE A MIN OF BOTTOM SELF CAPPING WALL TO BE A MIN. ' 4'THICK STONES TO MAX OF 8" g OF 6'THICK STONES TO MAX.14' • DRAWING TITLE: i THICK}OF ALL CAP TO BE FULL ' THICK,} ALL CAP TO BE FULL WIDTH PIECES REMAINING TO BE NO WIDTH PIECES REMAINING TO BE TW MORE THAN 25TONE5 TO COMPRISE WALL STONE PRECEDENT' DETAILS ¢ NO MORE THAN 2 STONES TO 30.0 VMOTH.SLOPE MORTAR JOINTS AND ° LOCATION:959 SEAVIEW AVE.,OSTERVILLE,MA � COMPRISE WIDTH.SLOPE v.tq f2•! DEEPLY RAKE.., MORTAR JOINTS AND DEEPLY �' ` RAKE E O - 1/4°BATTER PER VERTICAL FOOT <. - EXTEND REBAR INTO WALL FULL BED STONE,SEE 2 L2.1 FOR ry , 31W RAKED BACK JOINTS DATE ISSUE j 2' STONE TYPE. i 12/31/19 ISSUED FOR TEAM COORDINATION 2 W HORIZONTALS 9 Is-O.C. EACH FACE Z G 00 .. c Bo WIRE LATH AND PARGE FG y N6 REBAR 8'OC EACH FACE. /\ LOADBEARING MASONRY WALL x 0 8^oee° 00 I WITH 1/4'12'MORTAR JOINTS, BACK ILL WALL WATH GRAVELLY e°�ab°bo DEEPLY RAKED SAND OR SANDY GRAVEL WITHIN O e O C O D O THE FOLLOWING'.LIMITS: a g°° 0 - \ O ID O O OO O\/ SIEVE SIZE %PASSING BY WEIGHT O as I O Q p U1 p /\ 61N. 100 0^Oa8°};y�' 1 I600WEL5 TO MATCH \ ., O � �( a b O O D OO O S) to 00 NO.4 30•80 VERTICAL BARS,.LAP.36 \ DON QC O,r}��, (0 00•• OO NO.40 5-30 a/ OO 0o 0 DOO / pp p •o oo �0 EZ DRAIN OR EQUAL O DO - 1 4000 P51 REINFORCED CONCRETE I— eo�p o0 I SPREAD FOOTING AND WALL DRAWN BY:BW/IW/SV/PD _ FOOTING SET TO FROST DEPTH MIN. BA S E COMPACTED TO 97%MAX. !v i DENSE GRADED CRUSHED STONE OF 4'-Cr BELOW GRADE DRY DENSITY I CHECKED BY:BW/IW FRO -S`f 12"DENSE GRADED CRUSHED LINE STONE OR UNDISTURBED - 1 SUBGRADE COMPACTED TO 97% SCALE: MAX DRY DENSITY COMPACT SUBGRADE TO 97% 1 MAX.DRY DENSITY I FOOTING REINFORCED WITH IS REBAR 3'- * 1•-0j,V.AA!IEA I 12'TOP AND BOTTOM EACH WAY DATE:DEC.31.2019 6 FREESTANDING FIELDSTONE WALL AT ATLANTIC AVE.-W SECTION AT GARAGE-SW NTS O� WALL DRAWING NUMBER: NTS • � L2.1 I i I • • �� ram—GREENHOUSE FOurvognoN wqu STorvE PAVE ENT ON WNcaETE - 1"DEPTH OF}"NATIVE CRUSHED OETgIL t L20 / STONE EZ DRAIN OR EQUAL 1 CONNECT TO DRYWELL AT UPHILL ' SIDE,TYP :____-__�^y'-=`=—se:__v_ • __ iE�AO EWE OF CONCRETE WALL s$.� E ElEVAnON 21rb I EWE OF CONCRETE SUB QO O ,. ___-- 1—p—� o------�-o---^^ o - SEE DETAIL 5 L2.1 . ___________I — _ ' _ ____ e0 AC .________._ o _ _ WALLA N S 1 _______+_��___-----+--.- ---- -++------- ELE:x.se 0 1"DEPTH OF NATIVE CRUSHED r U 1 „ U :' . +L__i�L_______�_L__._______y�__________y_______JL�_ p O� STONE 4"OF DENSE GRADED CRUSH STONE BASE Djo; COMPACTED TO 95%MAX.DRY DENSITY I21 2•X11 Pr LEWER 8�1a FG t21 pp SEE DETAILS L2.1 e j"Xfj"SS HILTI HALT ANCHORS BOARpwALK BOPRW oN . 121 2•X-PTJOISTSBELOWAIT <UST-f'THCK STAINLESS TOP OF WNCRETE WALL ACH TO - �/8 gI��,S��'/paQ bE+,�(-1_ a8 B rT oe ?oW STEEL PAVER RESTRAINT PAN 0�y" •°-•O`\}_(1T4•+E( o go O g0 °�Q +18.75 . F—TONEYENEERBELOw p B qA a p �� BOARDWALK TERRACE-PLAN VIEW - - 4 ryTB _ I COMPACT SUB BASE TO 95%OF DRY DENSITY - NgYRUCtiO0 1 WALLA BEYOND BOARDWALK AND RAIL BY OTHERS MORTAR CORE FIELDSTONE WALL AT UTILITY VAULT-VERTICAL SECTION OF WALL E NO 'FOR cot NTS - - STONE PAVEMENT ON CONCRETE SEE 4"X 4'PT SLEEPER,ATTACH TO DETAIL 1 12.0 CONCRETE WALL BELOW SEE DETAIL 5 12.1 - 1"X 6"IPE DECKING BY OTHERS 1"DEPTH OF}'NATIVE CRUSHED ELECTRICAL METER BY OTHERS STONE - FG SEE DETAIL 5 12.1 VTOENSTH IRECLE DING CLEARANCES BW Residential LAC 2X10 P.T:JOISTS TO ENSURE CLEARANCES ARE MET Residential WALL SECTION AT BANK SEE • }"SPACERS +25.33 4'OF DENSE GRADED DETAILS CRUSHED STONE BASE 23 Atlantic Avenue COMPACTED TO 95% Hyannis Port,MA O 08 O 2"X 12'PT LEDGER BOARDS - MAX.DRY DENSITY O o p pepQ p ' �/ COPPER FLASHING O O ° o o SEE DETAIL 5 1-2.1 0. °06 AC AC ,VARIES ARCHITECT: cb o o D ° BY BY AC o'-o'-2'-3• Jill Neubauer Architects - o p Q o o Q o &PADS 8 PADS DQO�D O D • pro p OTHERS OTHERS pqp SEE PLAN 15 Depot Ave. op p BY Falmouth,Me 02540 a QD O D I-OI oQ - THER 508-548-0909 6c), O eb FG 10 n(1�0 br.,, O alo FG CIVIL ENGINEER: p Q Q Sullivan Engineering&Consulting p0 8 ��8 op 711 Main Street p gam°!?o g8 p Osterville,Ma 02655 5 WALL SECTION AT BOARDWALK TERRACE CONNECTION o g°o O A�� a 508-428-3344 NTS " o® 'Q p LANDSCAPE ARCHITECT: - ° a Bernice Wahler Landscapes a o Sandwich,Me 02563 - 774-205-2184 COMPACT SUBGRADE TO 95%MAX DRY DENSITY DRAWING TITLE: BOARDWALK AND RAIL BY OTHERS DETAILS MORTAR CORE FIELDSTONE WALL AT UTILITY VAULT-HORIZONTAL SECTION OF WALL E WALLA L NTS 1�1— ., DATE ISSUE OAKHILL GRANITE 3•X 10•X3"THERMAL FINISH 12/31/19 ISSUED FOR.TEAM COORDINATION STONE PAVEMENT ON CONCRETE SEE DETAIL - - 1 L2.0 CUSTOM}'THICK STAINLESS STEEL PAVER RESTRAINT PAN 1"%6"IPE DECKING - FG -.--'- L GREEN IOUSE BOARDWALK& AND G RAGE 2X10 P.T.JOISTS RAILING BY THERS BEY ND FG 9 TERRACE BEHIND WALL WALL SECTION AT BANK SEE DETAIL 3 L2.1 - Q - - O O o O TW 2730 Y'?T527.15� O p o O� FIELDSTONE VENEER ' TW 25.58 ____ MONOLITHIC ____..... O OO I I I I 1 r 125,p STEPS O� - BEYOND �pQ t `O O OOo M.I.T ANCHORS 4 s_____-____ - DRAWN BY:BW/IW/SVIPD o O � #"X4�"SS HILTI. 4 �D O o SEE WP SPECS.FOR PATCH&REPAIR REQUIREMENTS 2 OOO D Do O QDoO Da I_OI 6"STAINLESS DOWEL : CHECKED BY:BW/IW O O8 Q C9 (7 Q G 19'p PROPOSED SCALE: (�O BOULDERS TO HOLD UP CORNER GRADE FINISH GRADE DATE:DEC.31,2019 1 CONCRETE STEM WALL BEHIND CONCRETE CMU STAIR DRAWING NUMBER: - WALL SECTION AT GREENHOUSE TERRACE BASE BEYOND � 3 SECTION VIEW WALLA L2.2 NTS NTS I 1 I I I I I d / • `-�t En3y • ' IPE RAILING ' (2) 2XS BEAM AT BASE OF STRINGER,TYP. 2X8 BEAM AT LANDINGS,JOIST HANGER®BEAM.ATTACH iA'�• TO POST VATH BRACEKTS OR PINCH NAIL TO BEAM,TYP. 1/r CARRIAGE BOLTS®POST AND BEAM CONNECTION. \.� NUTS TO BE ON INSIDE OF BEAM,TYP- --------________.____.__. „` 4X4 PT POST,TYP. 2X12 PT STRINGER,TYP. 5/4X61PE DECKING AT LANDINGS,1".SPACING MIN. - (2)5/4X61PE BOARDS AT TREADS,1"SPACING MIN. _ PRE-DRIL LAND SCREW TO STRINGER EVENLY,TYP. BOARDWALK SECTION � ,� i_ .BW_ResidentiaL LLC__ - 23 Atlantic Avenue " Hyannis Port,MA - ' - ARCHITECT: Jill Neubauer Architects -- - 15 Depot Ave. Falmouth,Ma 02540 508-548-0909 zxB PT BEAM,TYP. CIVIL ENGINEER: - - Sullivan Engineering&Consulting 711 Main Street - - 4-0" Csterville,Ma 02655 508-428-3344 DIM.VARIES FROM S'TO 5•-r - LANDSCAPE ARCHITECT: - - Bernice Wahler Landscapes Sandwich,Ma 02563 ' O.c.TYP. - 774-205-2184 - DRAWING TITLE: ' FINISHED GRADE � ��. t BOARDWALK DETAILS DATE ISSUE • - -I2. UIS ISSUED FOR TEAfi6 COORDINATION 4X4 PT BEAM,DENSE GRADED CRUSHED STONE 4FT. BELOW GRADE MIN.COMPACT BACKFILL.TYP. DRAWN BY:BW/IW/SVI PD • CHECKED BY:BW/IW �\ SCALE: BEACH STAIR SECTION / \ BOARDWALK SECTION 2 NTS `� NTS DATE:DEC.31,2018 t DRAWNG NUMBER: " 1 L 2.3 SCANNED BU MAR 0 Z 2070 FE8 �3 2020 WN�F 6PRNSjPg`E �0 r . DRAWING INDEX { OWNERS: Peter and Pamela Bellboy - I : ITC I. ' Project Address: .23 Atlantic Avenue - SHEET NAME PERMRSET Hyannis Port,MA GENERAL " i I� _ —_�— :2 SITEPLAN 112.23.19 - ARCHITECT; Jill Neubauer Architects xtao EXISTING/DEMOUDON FLAN 12.23.19; iS Depot Avenue ARCHITECTURAL s - Falmouth,MA 02540 A 101 fLOOR PLANS —^12.23 19 i I • ph:508.548.090.9 A207 IEXiER10R ELEVATIONS -;1213.19 I j Project Manager Norman Couachesne y �A300 BUILD�ING SECTIONS _— _ 12,23,19 T_ • e n=mhesne@jnamlbleZ.CQin AI 1 'wgLL SECTIONS ��12.23.79� 'I r (STRUCTURAL 15 I LANDSCAPE ARCHITECT: Bernice Welder Landscapes . IGSI00 GENERAL NCTES I122319 3ClementSt. IG5200 GARAGEFOUNDATIONANDFRAMINGPLANS 112.23.19 _ DEPOT AVENUE SanMch,MA 02563 - 774.2M.5429 Principal Bernice Wahler bemix@bemicewaNercan \ FALMOUTH,MA02540 - CONTRACTOR: EB Norris I 138 Oshmft I West III lam Road 500.42.1 65 02655 508 548-0909 508:428.1765 r Project Manager Tim O'Ne➢ 0 toi*M@ebnwds.can FAX 548-2552 t i STRUCTURAL ENGINEER: Coastal Engineering 1 88•t44.6h - SandAich MA MM - 508.255.6511 Project Manager Nicholas Bateman .- - nbafematl@ 'rywn jno@jnarchitect5.com MECHANICAL ENGINEER SUN Engineering I jnorchitecis.com. 491 Maple Sheet - - - - 111 Sufte 209 Dares,MA 01923 ph:9M.777.7T65 P� Princlpel Sean Fendessy ��,�D,(�� seal@$urengineerclg.Nwm SITE ENGINEER: 711 ai Etreet Engineering �O^® 711 Main street -LL .. : Ostmft MA 02655 ph:508.428.MM Principal John goes CNII ` 1 tl { U i tnwotsmn ctua s,l Awn. J 7 Y • a,Tna see # Pon ram cue% ! !.I � O IZ CL r : - _, • ` $ �.,ya«. Q EkraSe^i®ttux-f - - q � � (n I. X-4,P erycWyHau el #,. fit+ 9- AftuRiic w96rYATYk VICINITY MAP I 1 59 DIG • �� '�t tT ,p. 1 F a � COVER �` . �---,r- ,� SHEET �� r a�� , ; Y - 4t E V K 00 ASSESSORS REF.: ° Map 286, Parcel 001 r 12 Atlantic Awnuo LLC c/o Monnhakn Realty LLC o"sd//' _ OVERLAY DISTRICT: t . 8We t / AP- Aquifer Protection District Fredak/.Arnold Paw Drw Pared On l FLOOD ZONE: Edge o�9X°' ��lgp /� /dq Zones VE Elev. 14', AE Elev. PROP0Sf0��nue. ..-•w-^'•_L- 73, X(0.2$Annual Chance) ter' PROPOSED .-_w-�" -'- &X(Min Flood Hazard) / r// Community Panel No. a7de WoY)ffi JPR��w. a Pa. l�.r/ /_^' 6 �^ `r•� (4q' d e xosz br tDe y250001 0568 J IC J.� w r/ �0.•i.. 'r y�S.01 00. July 16, 2014 r- e ,�• LOCATION MAP: g�3YEx•), f 8S• p 00•E . ' 1 p4o rt7- - Min:Flood v�.'•� EEi 1 // .: --- I x(Min Zonearoe) - Scale: 1"- 2000'.1 Ann.ol 0h -f x�Z ZONE: O "-Parch i\ // jam` /'�gpk i'}/ I DIRECTIONS: RF-1 p p '-Q'JO. // /(Fed /r+n n�ce) Area(min.)87,120 SF(RPOD) ,•'t, ud !l/� From o Hyannis-Follow exit Street to the West� 09i r - / / /^0� r .'�f N' e v//y797�' Frontage(min)20' iS W PRLt. Rr 51 r '.• / /to .. FFF t>` End Rotary, Take third exit onto Scudder Ave. ' 9 xlroG°sEo5L�/ pa`v. 3 I Continue on Scudder Avenue. Turn right onto Width(min) 125' 8\� OW ( Setbacks: ' � ��a- j / 1 ( -Irving Avenue, left onto Hawthorne Avenue Nand 2 NOg 9•y / /.!/ // _ Gar a Right onto Atlantic Avenue, Front 30' W .�95t' 071- .r / Side 15' V �7 4 I 023 Is on the left qT/ \�'� / DIjI111UDE yCOvQtEO 0fp r • 1 //// / /_ �.`' Rear 15' lRaY.� \ , e /•/�F F.66 xA�pODtirOa ,l y, / /- T T\ lIwSITNC ' f E AUON _ wn r I'~�I\ I �! REFERENCES: �B 1 - w / / a n/r _ ,°' To BP vFO -'I / BNLyc v7Atx / //r'•--"1- \ 1': �14441 Deed: C217309 J7 Allanile Avenue LLC i P OPOSED g FIRE P YIAu' / T1// 7 t 1 "`. ' Plan: LCP 113297-C c%Park Agency Inc. RE1NfORCEO `- ., // /1 /// R_--- r- {"( 1 \ I ,Porch .l`\ i 1NRF- 0, ad t` p Slow yy\ - APRON / _WWx / •rr r'iv i��yMf,T OF /r���%��- 1 4� 11 i ` I .. h..,�� r �/� / /rr I I t I n/f PROPOSED i \ \ SLAB lye' / /�Y'/�/"K,i /�/////// _ ,r I I.. 5ucan s.Mcphmon MECHANICAL \ •//// !r%/ la I IIiNflee I SLAB / // �a�pl( // //// //// I I ( MMMI9orI Inwetmont TNaf Caroge Milh i / 9oodten / _ ._ S Llvtng space i \ _ ''' ••'/ dfP�T a /� -PE;tlr�oanolr',,•�'^-'r, _ I. ' Sell March /�l l I �•` I BUFFER ZONE CALCULATIONS Existing Existing I 0-50 50-700': \` _--•I--/// .eT i`�d j'� l �\ ) _ .. Lott I \ ,I \\ -\\ Garage-473 SF Garage=N/A / / / / / 1 ` \ Sid/Porch-Z250 SF Bid/Porch 633 SF + ' Deck 430 SF Deck- 73 SF tZE�\ Patio/Walls-N/A Patio/Walls=62 SF Drive- 1,150 SF ' Drive=439 SF At , 1jj0. Total= 4,303 SF Total= 1,207 SF /--_�-- --/// rY. .� / \ I i \ale'/74 --- pE Proposed { Proposed L'7,� o-so': I -so-10o': 7 pE V. Garage= 795 SF l Garage-N/A De Porch.=2,564 SF / OldDeck Porch 667 SF ff Ama• i '�• I �\ Deck 398 SF F / Patio/Walls = 1,045 Patio/Walls=240 SF Drive N/A Drive=440 SF / -i'- - M• -y_- Total= ,802 SF SF Total='1,127 SF ) (-80 SO -4, Mitigation Required=499 SF X 4+-80 SF x-3 1,756 SF IEyEY 1.a(leq 4 \ \ // } ,I I /�// Mitigation Provided=Z656 SF �((g0 to I�1 1 \ Soll'Moreh / \ OOfGe -( \ 9 '.-� MITIGATION AREA NOTES apeial h gned'R%\/1/ I } \ I i.. \ 1 PIYASEI:IN/ML7REATMENr - 1 �, C £gla / 1 •Pre-Ueotment of plenty targeted for remowl: 7reblmenf methods ore dotesned by spaolea,air o d anwronmmtol coMifiona Appllcalfon methods moY conaMt of b sal bark,out and ba.L Jow-volume holier 1 I • / I or h flan •r%- • Plant Mono9oment:Removal and lrootmrnt of lnwalw and other t} 3 I •\ ' ( \�,.,r pea�Ilted plants hoar the Vaal eft.,More,I-slble,meehanleolly it / „l�jll uprool targeted veg.leflon ualing c-Pa.(,tow ground Preseuro Fp /\ \ qu men!wflh care,leaving no he ease in place Gn ateoper alopos are toff In ofae to decoy nonwe"Y Erosion control:ImmodlatNY seed ary aryosad ar c--*d aoao d cover wRh Ioox bhMegradable erosion control blankets on afeaper dopes to facilitate rapid colonization of exposed ao9e - PNASE2:PLANIINGRES70RAT10N 3 / / �� •Plant Pl cnotlol Plugs 1I be mat pruned and prepared wlth Sot M .•�� i-- `-= ��/ULA/Pole -- '- myaarrhlzas Nngl inoevlont and planted with a granulor rerul'ar _ containing organic amendmenle and beoeRelal bocledo.BhNba and r- Ed Vlyyy �!- trees w01 be plonled with organic compost and fetIV, wllh granular ` \ /%'9 y V�•'-�� '' I$N fertgirer-to lnNg orgettic amandmenta myw"lz.e fungi and 1 '' N• .r�� benaricial DoeleNo Int linefon:Shrubs and 1ra�a w81 be molched within o 11+9 to their r/•J' 0- _ / �'' ` a ''I'' +i ` / •Disposal:Proper oR-alto disposal of debris from the project,access O ''/ 1 \ 1 1. cf /' and work areas cow/n.uan of kngat on: Th.oast of a tempo ary krigauan system 1. a�°d , / A not mdvded. -,,:r�•s•' :'' (P Par %l e ao ^^a d / i\ .�j r •Temporary Broadcast irrigation m required. g%�� as -:`r` PLANT LIST: r`•�fiy�+','7�\ Switchgrose-P.M..Nrg.tum-200 0 2-Plugs r p Virginia Rose-Rosa NrgMkna--23 0 2 gal conlalnere oYl --F� / _/ _ --- �Beoen Plum-PNnus mai,Nmo-8®3 gal conlafnaa l s eO B.yberry-Myrica-16®3 9al container9 4 / / \ // ©GYathera-Gothro olnffol/s-17 O 3 gel containers `"'; '� P r�+(�''L•'� / ��••• / \a�i•�1,I' ( Q"HigDbush Blueberry-Vocclaium cerymboaum-JO®3 gal eontalnera \ `' �`i`, \v7-! - // \ _ -/ -•` \ MONITORING/MAINTENANEE M/fl9oti.n ore.eholl be monit ed onthly for the r-f tl m-the AND `y3C� Sign • f+ "^'x wt ! " \ fter any rain event In e f 1,and _ fly f 3 years air Cra.a � •Inwalw.treatment protocols aholl be faJlowed de required, / •/ - oea Rose r\ \� \ •Failing Shrubs sholl be replaced. n/ \- •A 2'Bond along the�Ibnk of work may be maintained annually to tr< \ - prevent aproad of Inwsiwe hen below. -r ^\ each \ \ LEGEND: GOT Ceder Tree HT HeyDede Tree OT Decfduoua Tree CT coniforoue Tree \Nan cket Sound t �Vu'«k al. -G- Gas ` \ , D f Band Flog \ ( tN IysJ Light PoeI i vy a CB/DH -OHW- 0verheod YYhes Update Garage&Walls 10/28/201 G e {{ —25- E/enlian Canf.ar Add Poth, Tree Line, and Spot Grades. 8/19/2019 a i ^ i Add Steel Setbacks 06/19/201 mxA Rev. add Water Main Line 511612019 1 f R RE: Site Plan f PREPARED BY.• PREPARED FOR: NOTES Proposed Improvements Engineering& 1) The property lime information shown was compiled from BW Residential LLC available record information. This plan is not to be used At rfor recording purposes or legal lot descriptions SuilivanConsulting,Ine• SO ReifSny(1er Rood 2) fie topographic information was obtained from on on23 Atlantic AvenueOley PA 19547 the ground survey performed on or between December 20, (5M 428.33"•P.O.Box 659.711 Main Street,Ostervllle,MA 02655 2018 and January 4, 2019. Barnstable (Hyannis Port) Mass. seci@sulltvanengin.com•www.sullivanengin.com 3) The datum used is NAVD'88,based on RIK GPS bench mark. Draft: CTR Field: WHK/C7R/JOD 20 O t0 20 40 6o 4)Building dimensions have been provided by Architect DATE, April 2, 2019 SCALE., 1 = 20' ReOew: C7R/J0D Comp./Revlew: CTR/JOD r7 and should be conrvmed prior to construction. ( Project: 380036 Project: Borbey -- • I d ' Q k DEPOT AVENUE FALMOUTH.MA 02540 jI S (560 548-OM I 3 k�o�Y�clateci;.rnm? ' -- APPROX-LOCATION Of PROPERTY LINE,SEE CIVIL _ I _ ( ENGINEER DRAWINGS. - 37 I -------- - ----- --_----- ---,t • 1 ;f k - APPROX.LOCATION NEW GARAGE,SEE PROPOSED _ /� Q ARCH AND CIVIL < I T ENGINEER DRAWINGS � : I I a 1 CL , i -EXISTING GARAGE - - ( FOOTPRINT y t I f EInp RE2 II . ( I TO BE DEMOLISHED.SEE I CIVIL DRAWINGS FOR SIZE � I'I � _ AND LOCATION OF �'/� GARAGE FOOTPRINT I i. a i ` v li i - ( LL——[ - -� f APPROX.LOCATION NEW I I GREEN HOUSE SEE I f i PROPOSED ARCH AND CIVIL I I -`-"• ENGINEER DRAWINGS j Existing/ tiDEnnoLgloN PLAN Demolition I Garage 1 ( Plan 1/4'=Y-(r I EX 100 I 00 ML d I Q f I � i CONCRETE RETAINING WALL SEE STRUCTRAL _ DRA W INGS FOR CONSTRUCTION DETAILS AND CIVIL DRAWINGS FOR LOCATION AND EXTENT OF WALL I 15 ----CONCRETE RETAINING WALL SEE STRUCTRAI. •',� DRAWINGS FOR CONSTRUCTION DETAILS AND CIVIL j - - I DEPOT AVENUE DRAWINGS FOR LOCATION AND EXTENT Of WALL A2011 i I 1 I!FALMOUTH.MA 025401 � I 3 4 04 - O - ; 4 1 1508548-05 1 I ~!% 24'-T' t 24'-T 2 i?O.F. 24'-T'GRID 2 1/2'O.F. q f2'-31/2' 9 25`-T FOUNDATION '-T 2'-T, 9'-T 2-3 IR i T � 9'14' - 2 4", i � 1 I - I ( jn0�elnOKh11fC15.COm III #STEM STEM f ! - � Inarchitects.com i �•/7 ! I 3 _ . j GARAGE g .•.1 1. I' i I GENERATOR VAULT 6 12' .MECHANICAL/BATTERIES zD I 4� 1 at 4 = ;E� �' _ ; = ='A201 §gf,'' t T r Y I1 X, 5 f GENEILITOR h4TCN ! •-- 3 n i 3 �—'I I f / _ a j V� STONE OR SIUCCOBD � TS I \ \ ( 2 IIE � /�/✓ xcamrzn�- f-- --�.._..------ i i3 � l __ y ' ��' I ` ' t. GREENHOUSE j �s II �u�onDo> IN, NG."RiG lO I'. :IERJSFIENNG.iSD _ j y I{ f f III - � } 20gP FIANII.`iG 093t� St.?g CM. f i~I 2 - I 1 122T.T9.!.R99 hY I�rt4 AL - - I!tI.pA19 DDUR�b A20T - f 102„19 (b�A4e�_—f FLOOR j2 0-BASEMENT FIRST FLOO 1' R PLAN I PLANS i x�1/4"= -0" (;1 ROOF 11-0• I I — ll I o . AT:�;;A 101 o I I C= t ' o _ Q I „t so!,xarans vnaNc>,�Ss � !I DEPOT AVENUE i FAIMOUTH,MA025A01 :l FFFi 0 cx�allouse LL jno@jnorchitects.corn 1 lnarchitects.com i I l B11, i i l ! ^i.North.Hevation. '- 'ram East Hevation a3 - . s.�.r CL J } (Y) HTJ L 71 N [ i ii � !airs:�txaaRa t f.W.i9 EDD UOa� i cPnor zre EXTERIOR ELEVATIONS FXWLLIST sss».ecw � - -'7 � tsar oe nuccoreo � F �i CONDDS-R 1 s:ne®zrs_ 3B'�1,�, � �'-.- ! CONDENSED 3 : ! t . r iF OBADEtxa h 6 tEVA'9.\ A201 N C2 South Hevation Na Panels _ No.e52o-rl� 1 west Hevafian `'''� dW ,�aod siuur)AH Z o op a 0 � CO any OIJUDIIV CZ is -uL. Q G„Ct zn oo s _.._ zh of_3 __ _...,__..�., .� �to•s _OAT n . w�`� - � `ter y •- <) � � �✓��..:._.........;-� ,.....w._............_a.........._,_..... __...,..�..,.. .._"._•__•__.._..._.._._._....fig J __. �•.:...»I.../ ��`cam - I ............. .... .......... ......... ............ 1 i I n U5 t � ------ - � i � 1 ............-.._..._...._. ... ----'-- - i G ' ' r ! 1—BR—ERE CEDAR SHINGLES,S RDfEAL 3WFELTPAPER RIGID EPS NSUEATION BOARD IR4) 15 • + y //�j------2%10FRED CELL CAVITY 19SU j /� -----B•CLDSED CELL CBOARD UlAi70N(R-�) \ DEPOT AVENUE i%6WODD BEAD BOARD TEYSIONRING SEE STRUCTURAL 1 j I _ E Dww. \ j FALMOUTH.MA 02540 1 5W 54&0909 - - 6ALKIFMB III \- 1 FAX 54&2552 3 _PFBD.31s1I7RB1 SEE STRUCTURAL CM. i f 1 1,jno§jmrchNects.c v, jnarchItech.wm I 3 GARAGEDDOR4X21) _ jEE3 L.G 19BU j Ilj £¢I g f RAW WSCREEN CIDNG PAPER DRIJNJSE PANE 5siaTKNG KVlOOL4YSUlAT1GN 804R0[R61 I(CSHFAT" I jj 11; ro - r-rtrz• f — — — T.O.W.�Ttrz� ` p 512'ROCKWDOL BATS 01245) -2 THRESHOLD^-Z-51/4• SLAB \ \ - a. •— O . - L--. — V L.._•�—_ 1 , - FORD ESTRL..NFOR ING.E - -+FOR DETA65.R3MfOFCMG:ETt: 110L - FDLRIDAIION WALLA 101 FA 3 SEE RENFORCINGITIUCYURAL EMS FO - 7 ., .... �... •.-.,.,. '. .:� RDA 'AILS; 3 VT ROCKWOOL INSULATION GYPSUM WALLBOARD0-4 M _ IR 31rz, '. . I P.T.2%I PLATE EASEMENT SLAB t0'-6' ? ..-. I BASEMENT SLAB -70'-6• . I 3 10 m I IznI9 ih-bP-A UCTURAL DWG&FOR DETAILS, R�EUFSOOR1111G. WALL i SECTIONS f �YAPEl61R'nM j�. . I__KEPS RK�NS1G51DN(R-16J pp 3/4"=1'-9' 8 Gara a Section- e Door Garage watl Section @ Window TYP. c8' 6.NE�B tics 1 - B 301 I _ v STRUCTURAL GENERAL NOTES WOOD FRAMING - - 1.STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DESIGN PLANS BY"DILL NEUBAUER ARCHRECTS"AND SHALL CONFORM TO 1.FRAMING LUMBER SHALL CONFORM TO.THE LATEST EDITION OF THE AFPA'NATIONAL DESIGN SPEC ffICATIDN FOR WOOD CONSTRUCTION•,AND THE PROJECT SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION',LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 11HL, .` A THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS(IRC-2015)WITH 780 CMR 51AQMASSACHUSETTS STATE BUILDING 2,PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,I ETC.)SHALL BE PRESSURE TREATED o A CODE,NINTH EDITION,RESIDENTIAL VOLUME AMENDMENTS. WITH ACO PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCEWH AWPA C3: SIT RUCTUML SHEET LIST - �O(/�LC�/� B.ASC'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 3.CONNECTORS,CONNECTIONS.FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SWLLL BE STAINLESS STEEL SHEET E i CURRENT RE COASTAL �••'�L 1 R SHEET SHEETISSUE REVISION REVISION engineering co. C.ACI'BUILOING CODE REQUIREMENTS FOR REINFORCED CONCRETE-(AC1318-M) - 4.LUMBER WHICH IS SPLIT.CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, DATE NUMBER _-j Z6p p�prBy H,p,p�.ro,ry,� UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 'GS-100 .GENERAL NOTES i7NBQpig-'-- �axsxasltr soess�l�F D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETV.(AWS D7.1) ��� GARAGE FOUNDATION AND 1. 77/iggOt9 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED - FRAMING'PLANS E.ASI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS". BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: F.THE TIMBER CONSTRUCTION MANUAL,4TH EDITION,"AMERICAN FOREST S PAPER ASSOCIATION. - G.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION. DIMENSIONAL LUMBER I lr FOR EXPOSED PRESSURE TREATED MEMBERS" ABSENCE ISTOCONFORM THESE RAWINSDOE S STATE INFER THAT TIALHE BUICONTRACDING TOR IS RELIEVED ABLE AND ESIGNCODE STANDARDS. I TYPICAL ABBREVIATIONS ABSENCE E SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT TIRE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE -FLOOR FRAMING AND BEAMS C2 SOUTHERN YELLOW PINE REQUIREMENTS. FB=800 PSI,E=I AE6 PSI - 3.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK ANY DISCREPANCY BETWEEN WHAT IS .STUDS 8S SOUTHERN YELLOW PINE „�py, F.H. 'FULL HEIGHT = SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY -' - "•� FC=t 40U PSI,E=ELL PSI E.N, EDGE NAILING WI86COMMON NAILS®S-O.C,UNO, FIR ROOF RAFTER • WORK. - - TIMBERS AND POSTS(NOT PILES)02 SOUTHERN YELLOW PINE F.J. - FLOOR JOIST 4,OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT.BE SHOWN ON THESE DRAWINGS,THE GENERAL CONTRACTOR SHALL EXAMINE THE (5X5 AND LARGER) FC=525 PSI,E=1.2E6 PSI - 1 w C.J. CONTRACTION JOINT ARCHITECTURAL AND:MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS IN ALL INSTANCES.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND - - _ O.J. - DECK JOIST LOCATION OF OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ONTHE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S FOR NON-EXPOSED MEMBERS•' --- --- -- - - --- - - E.W. EACH WAY IMMEDIATE ATTENTION FOR REVIEW. - - _ P.T, PRESSURE TREATED WOOD -FLOOR JOISTS 8 BEAMS A2 SPRUCE PINE FIR T.O. - TOP OF,_ROOF: - 5.DESIGN VERTICAL LIVE LOADS: - '' FB=875 PSI,E=1.4E8 PSI - F.F. -.FLUSH FRAMED -GRO -GROUND SNOW LOAD:25 PSF - DROP FFACEDROPB AM, p - STUDS C2 SPRUCE PINE FIR '' O.F. - OFF FACE FC-1150 PSI,E=7.4EB PSI CONT. CONTINUOUS > FIRST FLOOR: - - - GARAGE 100 PSF - - - - -TIMBERS AND POSTS #2 SPRUCE PINE FIR - - NT. CANTILEVERED S.S- - STAINLESS STEEL S DESIGN LATERAL LOADS: s (5X5 8 LARGER) FC-500 PSI,E=t.0E6 PSI . HOG- HOT-DIPPED GALVANIZED - VANDLOAD. - - U.N.O- UNLESS NOTED OTHERWISE EXPOSURE-0 - ('DESIGN VALUES ADJUSTED ONLY BY CM) - '- P a - Tvp - Tv -WIND SPEED(ULTIMATE);140 MPH ('-DESIGN VALUES NOT ADJUSTED) * FL& RIGID BOARD R s r .y " V.B, - VAPOR BARRIER F ' . 1 W.P.-- WORKING POINT ..,; .- _. ., ...»:. .,pKT-. POCKET _ 7,NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT AFFECT THE STRUCTURAL DESIGN. 8..'OETAILS OF WOOD FRAMING SUCH AS NANNG,BLOCKING;BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL W.__.WALL • g THE FOLLOWING ASSUMED SOIL PROPERTIES HAVE BEEN USED FOR THE FOUNDATION - DESIGN SPECIFICATION,THE TIMBER CONSTRUCTION MANUAL,THE WOOD FRAMED CONSTRUCTK}N MANUAL,AND ARCHITECTURAL GRAPHICS STANDARD '- _ SH - SHELF BY RAMSEY S SLEEPER. - s-UNIT WEIGHT OF SOIL 120 PCF.' - r" • B.E W.' BOTTOM FACIH WAY 7.WHERE DIMENSIONAL FRAMING LUMBER IS.FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SETTHESE GIRDERS 174'CLEAR BELOW THE - - -SDK BEARING CAPACITY: 0.250 TONS(SF � ' MINIMUM UBGRONFACTOR: 0.65 -. - `- MINIMUM SUSGRADE MODULUS: 250 PCF - - _ - �,.TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE I.USE DOUBLE TRIMMERS AND HEADERS AT.FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED.. g WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS.PRESENT IN - - -. •z _a - _ ■� WIRING TO ME CINGT CT,ALL CONFLICTS BETWEEN THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES AND REGULATIONS,FOR RESOLUTION 9:"LAP PLATES AND SILLS AT CORNERS- BEFORE .. .� "- e .'.�-. _ 4: TYPICAL SYMBOLS -- COMMENGNGTHEWORK - r. - -- -- _: ..._.. -.. - - R 10.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES,GRADES,GRADING AGENCY,TYPE OF PRESSURE TREATMENT,MANUFACTURE DATA,AND MARK' -' DESCRIPTION - - .CERTIFICATIONS TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ORDERING ANY MATERIALS- CONCRETE - - ♦ - s- _ - ___ . - •. HI OR--a SHEAR AND MOMENTCCKNECT16NTOW OR HISS SHAPE(SEE SCHEDULE) .. O OR USE FULLY NAILED METAL CONNECTORS(LISP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS _' NOTES(FOUNDATION AND SLABS ON CITADEL SEE CONCRETE COMPOSITE DECK FOR ELEVATED SLAB NO -'� � ..-..-.i:OR.BEAMSREFER TOFRAMINOPLANFOR-CONNECTOR T'PES:•--�--------- --'- - _• -.-- - -- �---.•M- -'•• n-�-++ --.-+. - .. _ 9.CONCRETE MATERIALS SHALL P °.. _ ._. H-,.OR-❑ 9 _ y SHEAR CONNECTK3k TOwOR HISS SHAPE SEA. PLANT MIXED WITH APPROPRIATE ADDITIVES TO ACHIEVE SUFFICIENT FLOW OF MATERIAL AND SHALL INCLUDE TYPE' 12.NAILS',FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-OF GA' CONNECTORS AND FASTENERS WHICH ARE USED � '- '' - '^ '- �+- - ..7OR2PORRAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL AIR-ENTRA[NED CI31PERAG RECOMMENDATIONS-ASFOULOCONCRETE - '1NITtl PRESSURE TREATED WOOD SHALL BE A1513040R 318 STAINLESS STEEL '- COtHPRESSIVE STRENGTH,(F'c)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH THELATESTACi 3t8 SHALL BE AS FOLLOYYS;CONCRETE WORK-a,1)00 - PS! - - - - 13.WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.: - FRAFJ3AKi SCHEDULE)'- I �•` RANGER LE) JUFW . ' 1 III 2 THE MA%NAUM AGGREGATE SIZE SHALL BE 316"COURSE. ^14,IN NO CASE SHALL JOISTS,BEAMS;STUDS OR ANY OTHER FRAMING MEMBER BE CUT,LOTC!§D,DRB.LED;OR OTHERWISE MODIFIED WITHDUTTHE !!3 J WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. .y* 1 N PLANE FLOOR EIFJATKN CHANGE cap°,•3.THACL E MAXIMUM CONCRETE SLUMP AT TIME OF FINAL DEPOSIT BHALL BE4".EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED TO 5%(-1-1%).PER - - ` -' > = i a p STRUCTURAL STEEL NOTES V ,. • 4.COMMEiDATIONSO THE PLACING AND CURING OF CONCRETE TITUT SPECIFICATIONS AT FINAL TIME OF FINAL DEPOSIT IN ACCORDANCE WITH THE "'"" m' - - -; ` RECOMMENDATIONS OFTHE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES - - 11 STRUCTURAL STEEL ROLLED SHAPES SHALL BE'NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS,UNLESS OTHERWISE SPECIFIED: S.REINFORCING STEEL SHALL BE NEW DEFORMED BARS,CONFORMING TO ASTM A615,GRADE 60.EXCEPT WHERE NOTED.RUSTED BARS WILL BED ASTM A36 - ANGLES,CHANNELS,PLATES AND MSC FRAMING MEMBERS,a LI IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST, `- (MINIMUM YIELD STRENGTH FY=36,AN PSI). 6.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI ASTM A992 OR A572 WIDE FLANGE BEAM SHAPES - SPEC7FlCATLOkS,LATE57EDITIONS _ (MINIMUM YIELD STRENGTH FY=50,000 PSI). 7.WELDED WIRE FABR�(W WF)SHALL 8E NEW AND FREE FROM RUST.FABRIC SHALL CONFORM TO CM SPECIFICATIONS AND TO ASTM Al S5 WfYH A' gS-ON g325 BOLTS USED FOR CONNECTING STRUCTURAL STEEL MEMBERS. �MINMAJM TENSILE STRENGTH OF 70,000 PSI.REFER TO PLAN FOR SIZES. - -- - .. - - w '� _ .ASTM Ft554 GR.55: ,ANCHOR BOLTS,STRAIGHT.GALVANIZED,(EXCEPT WHERE NOTED)UNLESS OTHERWISE SHOWN ON THE DRAWINGS:REINFORCING STEEL SHALL BE PLACED TO PROVIDE.THE - - .. - ". FOLLOWING MINIMUM CONCRETE COVER-- FORMED _ ASTM F1554 GR.105 ANCHOR BOLTS,STRAIGHT,GALVANIZED(WHERE NOTED) - . U � SIDES OF SLABS,WALLS,AND.FOOTINGS: 2- '" •. " I�1., .O - SLABS: - 2'BELOW TOP SURFACE AND ABOVE BOTTOM SURFACE �ASTMA307 GR"A'. WG SCREWS AND BOLTS CONNECTING V/006 MEMBERS., _ •Q• F- a ,r^CASTAGAINSTEARTH, ..• 3" _ - .. �/, ASTM A500 GR'B' _SQUARE TUBULAR SECTIONS - "� P.CONTINUOUS REINFORCEMENT SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM,UNLESS NOTED OTHERWISE. -` (MINIMUM YIELD STRENGTH FY=46,CW PSI). - - vJ h- Z W ; 10.LAP SPLICES IN W WF SHALL BE A MINIMUM OF ONE AND A HALF MESH SPACES IN EACH DIRECTION. L - ASTM ASOOGR.'B"OR GR. LROUNO TUBE SECTIONS - - - - 11.REINFORCING BARS MAY NOT BE WELDED:.: - -- - - _ __. ___ «::_ -_ _. .(MINIMUM YIELD STRENGTH FY�2,000 PSI).. �_..Q 4 SHALL BE 2.STRUCTURAL STEEL ERECTION AND STRUCTURAL STEESHALLCONFORMTOTHESTANDARDSOFTHECURRENTAISCSPECIFICATIONSFORDESIGN, - : -J Q = Z ' t2CONCOLD WETHERAN MAINTAIN AGAINST CURIN AND FREEZING INACCODECT IS ANCECOMPIETED.'PROVIDE PROPER CONCRETE PROTECTION OR ..FABRICATION AND ERECTIONOF STRUCNRAL STEEL FOR BUILDINGS.' -HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES M ACCORDANCE WITH CURRENT ACI CODE OF STANDARD PRACTICE :- SPECEFICATIONS AND GUIDELINES. - 3.FOR HIGH STRENGTH BOLTS,HARDENED WASHERS SHALL BE PROVIDED AGAINST THE ELEMENT(HEAD OR NUT)BEING TURNED. _ .. .. t3.REINFORCING TORS SHALL T GOLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER NO CIRCUMSTANCES SHALL - 4,WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(RW.S.)SHOP AND FIELD WELDS SHIALL BE MADE BY'"" '" '�"` " """"'""""" ^"'- "` T HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. - - .. ... 4...- -.-.. -Fa- .. -._ _+.- - 2 < Z CERTIFIED WELDERS - ' CO FORMS SHALL BE OILED PRIOR TO THEIR ERECTION.PETROLEUM BASED FORM OILS SHALL NOT BE USED IN ORDER TO AVOID ANY 5.ELECTRODES FOR FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 7%WELDS NOTSHIO1NN SHALL BE AWS MINIMUM. - - . Z co co > Z COMPATIBILITY PROBLEMS WITH WATERPROOFING SYSTEMS ON CONCRETE SURFACES.REINFORCING BARS WHICH ARE COATED WITH FORM OIL OR ANY - - -.. OTHER BOND BREAKING MATERIAL WILL BE REJECTED AND WILL.REQUIRE REPLACEMENT AT NO ADDITIONAL COST TO THE OWNER 6.SPLICING STRUCTURAL MEMBERS,WHERE NOT DETAILED ON THE DRAWINGS,IS PROHIBITED- • Q Lu U W .. J. .. - 15.CONCRETE MAY CONTAIN FLY-ASH OR SLAG.IF PROPOSED IN MIX DESIGN,EACH SHALL SATISFY ACI AND ASTM CURRENT.REQUIREMENTS AND 7.STEEL SHALL HAVE TWO COATS OF RUST4NHIBRNE PRIMMER PAINT.TOUCH UP WELDS.SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION,STEEL - - - :a U Z SPECIFICATIONS.SUBMIT MATERIAL DATA SHEETS AND ACI CERTIFICATIONS TO ENGINEER FOR REVIEW. - .- FABRICATOR SHALL COORDINATE PRIMER COMPATIBILITY WITH THE ARCHITECT FOR FIELDAPPUCATION OF FINISH PAINTS - 'y LLN 16.ADDITION OF.WATER TO CONCRETE MIXES'AT THE SITE IS NOT ALLOWED.SUCH CONCRETE SHALL BE IMMEDIATELY REJECTED,AND SHALL BE B.TORCM CUTTING OR HOLE BURNINGSNOTALLOWED, - LL REPLACED WITH NEW CONFORMING PRODUCT AT NO ADDITIONAL COST. - >< Q S.EMBEDDED ANCHOR BOLTS AND ASSOCIATED HARDWARE SHALL BE HOT-DIPPED GALVANIZED.' 97.CONCRETE SHALL.BE RFJIDI-MIXED AT PLANT COMPLYING WITH ASTM Ct34 AND ASTM C7t16 - � - - 98-CHAIR BARS AND WIRE TYING FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL MUST BE PROVIDED.IN NO CASE SHALL SRICIC'� CONCRETE COMPOSITE DECK ,mu,. - . -- -�::er... _ '._ - _ co BLOCK.WOOD,OR OTHER N ' N w ARSUPPOTSAND EEFORE SHALL SUPPORTSBEUSPRDUCTS,HOT DIP GALVANIZED, MESH SUPPORT1tf IN 7,PROVIDE A5INCH MIN THICK,TMAX THICK CONCRETE.SLAB ON 3'INCH STRUCTURAL STEEL COMPOSITE DECK CONCRETE VADRK SHALL CONFORM TO _.- - +�•>� - «y - r F CQATE-TIP,O OTHER MATERIALS, TIE WIRE SHPJ-L BE NON-CORROBNE PRODUCTS,HOT DIP GALVANIZED,STAINLESS STEEL,PLASTIC. ^BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'(ACI 318)AND'SPECIFICATiONS FOR STRUCTURAL CONCRETE FOR BUILDINGS-(ACI 307), - - - - '- -' W COATED-RP,OR OTHER CONFORMING MATERIALS._ _ ' LATEST VERSIONS.: IF 19.CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED IN OR NEAR CONCRETE MIX 000.P.SLAT ;",,,• ;: ..�:=..::. #w,l - -.: -.>,.-- +. -m- __ _2.CONCRETE DECK SLAB SHALL RAVE A MINIMUM COMPRESSIVE STRENGTH OF,3, 28 DAYS WITH A SLUMPOF NO MORE THAN 31NCHES. - ' .. .. ZO.THE USE OF CONTROL JOINTS IN THE SLATS IS REQUIRED TO CONTROL CRACKING.SAW CUT CONTROL JOINTS t/4'WIDETOADEPTH OF 7l4SLA8 I CONCRETE SLABS SHALL BE REINFORCED WITH SPECIFIED WELDED WIRE FABRIC PLACED WITH 3M'TQPt'AVER WITH'SDI DRAPED MESM LAYOUT. 1'=t'-0- THICKNESSWITHIN48HOURSOFCONCRETEPLACEMENT.AFTER CONCRETE HAS CURED,CLEAN AND PREPARE JOINTS AND FILL SOLID WITH"SIK.UR'11 WELDEEVII EFABRIC REINFORCEMEMSHALL CONFORM iD A.S.T.M.At85,AND RIC PLACED CEDWIH MN9NUMOVER WITH'S IDRAP DMES,WHICHEVER DRgwINC FILE SL FLEXIBLE EPDXY CONTROL JOINT RESIN CORP.)OR AN APPROVED EQUAL.REINFORCING STEEL SHALL EXTEND CONTINUOUS THROUGH SLAB AT ISLARGER,AND SHALL BE WIRED TOGETHER PROVIDECHAIR OR SUPPORT BARS AS NECESSARY TppROPERLY POSITION WPLUS 2ELDED WIRE FABRIC. , CONTROL JOINTS. .. 21.PROVIDE AN UNDERSLA13 VAPOR BARRIER BENEATH SLABS.USE"STEGO WRAP 10 MIL SHEET VAPOR BARRIER"OR EQUIVALENT;UNLESS.NOTED a,METAL FORM DECK SUPPORTING CONCRETE SLABS SHALL BE COLD ROLLED VLI TYPE,19 GOGE,GALVANIZED STEEL AS MANUFACTURED BY DATE OTHERWISE "VULCRAFT",OR EQUAL WITH FY=50 KSI AND 5X=0.67S MINIMUM. - 11118=9 DRAWN BY 5.DECKING SHALL BE CONNECTED TO THE SUPPORT MEMBERS AS PER MANUFACTURERS RECOMMENDATIONSAND THE STEEL DECK INSTITUTE NTB REQUIREMENTS.SUBMIT SCREW TYPE,SIZE,SPACING,AND FULL DETAILS TO THE ENGINEER FOR APPROVAL FOR SIDE-LAPS.DECK SHALL BE WELDED TO - CHECKED BY SUPPORTS USING WELDING WASHERS.END LAPS MUST OCCUR OVER SUPPORTS,WELD TO SUPPORTS INA3DM WELD pATERN-DR SHALL MAX.(INCLUDING ' JAB 36"SHEETS),SIDE LAPS SHALL BE SCREWED TOGETHER W410 SCREWS SPACED NO GREATER THAN 78'O.C. 6,.SUBMIT DESIGN CAPACITIES,DETAILS,INSTALLATION REQUIREMENTS,.REQUIRED LAPS,PLANS ETC TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ° 6 7.NOTE:CONCRETE USED ON STEEL DECKS IS NOT AIR ENTRAINED..CONTRACTOR IS SOLEIV RESPON$[BL-E FOR PROVIDNG COMPLETE AND CONTINUAL " �'\('� 0 O -------------------------------------- CURING PROTECTION FOR CONCRETE IN STRICT ACCORDANCE WITH THE LATEST ACI REC044BENDATIOAES OND REQUIREMENTS.CONTRACTOR TO V J SUBMIT PROTECTION MEANS AND METHODS TO TIRE ENGINEER FOR APPROVAL,PRIOR TO STARTING THE WORK - 1 OF 2 SHEETS . - - PERMlT SET 9PROJECTN0. . "NOT FOR CONSTRUCPON' a C1917-00 ( 3 ) 31 3.5 3.9 13 3.1 97f4' ( 9'-23l4" 3'-P ,.P 11'-9,f4• I 9'-23l4• 3'-P COASTAL PLAN NOTES: 0'-23f4'O.F. ' 2C-B1TY : P-23/4°O.F. ` ' engineering co. 1)ELEVATIONS ARE SHOWN IN FEET AND INCHES.MEASURED FROM THE TOP OF FIRST FLOOR i FINISHED FLOOR OF THE MAIN HOUSE(REFERENCE ELEV.4'-0)•UNLESS OTHERWISE NOTED. 1 I 'I I I • ( I ( _ t�m�em'Mns"w Ot65l SEE SITE PLAN FOR REFERENCE BENCH MARK DATUM. - I �FDN WALL T.O.W.=-1'-71/C O waasdmp m4as4t0oF i 2)VERIFY ALL DIMENSIONS IN FIELD.EXISTING BUILDING DIMENSIONS SHOULD BE FIELD LL I I REINF.Wf"VERT I O d 'VERIFIED PRIOR TO CONSTRUCTION O BARS®76"D.D. ?/ co 3)REFER TO CIVIL PLANS FOR PROJECT ELEVATIONS N A824 I I I ( I 6q0'n I I I C ANCHOR BOLT SCHEDULE �DNc s —I ___-_____ __________ ________ II P_4 GONC.SHELF T-4"CONC.SHELF II T.---- 1 : r------- MARK DESCRIPTION ,SPACING NOTE T.O.W=-Y-101/d• I , I I«1 I a.T CONC.STEM' I { '1 T.O.W.=-1•772' , 'I - ii -.".,,,. _.i,L4x4xl/4 CONT.GALV. ' 24.O.C. PROVIDE 3•x3"xt/4• II 1 I + 10'-B"CONC.WALL I -T.O.SH.=,7-tO tf4° AB24 i/8"DIA ANCHOR BOLT W/0'-P 74 TOSH=-Y•10114' I' I 1\ ;I W/1/4•xTxt'-0•' EMBEDMENT INTO CONCRETE PLATE WASHER t _ EMBEDDED STRAP 4'THICK CONC.SLAB' 1 : 1 O I I 1 T.O.W.=-V-7In* I. i Wl6x6x2.1x2.t WWF I-� AB32 5/r DIA ANCHOR BOLT W/P-9' '�O.C. PROVIDE WASHER" �O ( .INSULATION,V.B., I : I �O jO I .. EMBEDMENT INTO CONCRETE G' GP/, { 1". 02.,, I AND COMPACTED I + I droF' Al� I A � z NOTE: - - .--� d°o,, 1 •r. .c I I ti '•I I sso _ s1 Al st ` 6.2 m - UNMARKED FOUNDATION WALLS FOLLOW'AB3r I I I I 1 1 -- ----- -- '---1—i -- SLABTMCKNESSANID SCHEDULE ` - AB32 1 I AB32 - I I 1 I I d p 3•x1/4'CONT.PLATE SET INTO 4 DIRECTION(TYP) I) -1� 1 p 1 T.OPKT=Y-53/4' I II 'Y T.O.W.W/50 HEADED STUDSI`.1 - L T / T i T.O.C.--7-31W FLOOR SLAB SCHEDULE A TMPI, I LL r, I I I®24.O.C. / MARK +- S 2 I j I I 1 I STEPIN TO.SM. 11 --- W8K24 GALV.DROP II L ElevRiion al _ _P"� A I ♦DIAPHRAGM MEMBER. FASTENING I I I 1 I :� z z T.O.SH -Y-21fa• �- -2'-31l4' T'MAX(5°MIN)TOTAL THICKNESS COMPOSITE WEiD§SUPORTS W 30/4 WELD STEP IN T.O.SH, I I- O I --- T.O.C.=-t'-91fa^ w SLAB MIN 2-SPAN WlNORMAL WEIGHT .PATTERN Wf WELDING WASHERS.SIDE I I V O I TOSH=Q'-21/4• F I' 1 St ( 1 (. ( V I I P-8'CONC.WALL I { CONCRETE AND 3VL119(19 GAUGE)COMPOSITE LAPSSHALLBESCREWED TOGETHER W/ I 1 SLAB OPENING ! I 'a .DECKING PROVIDE 6x6 W2.txW2.iWWF Si05CREW5016°O.C. - I TO.W=-7-2t/4 I I T.O.W.=-t'•712" I' 97p gFy0yy •.: --•1 '-91/4' WELD 0 SUPORTS W/30f4 WELD TO.SH=-Y-2114" I II - 0'-5'THICKCOMPOSITE BLAB W/NORMALWEIGHTI L ----J �- ---_J t 'PATTERN Wl WELDING WASHERS.SIDE T.O W=-t' 7 72" ! --- --__ 52 CONCRETE AND 3VLI7979 GAUGE )COMPOSITE LAPS SHALL BE SCREWED TOGETHER W/ _ I a iia`•=� -- --1-Y-a= I - - DECKING.PROVIDES*WZ1xWLI WWF 810SCRENSCIe°O.C. , COLUMN SCHEDULE M-r CONIC.WALL C THICK coNc.sLni11 3' I j _ I `� ✓ I { 1 M9R1S SYBE ry .T.O.W. T-631a• zl a w : a j wi sx6x2.,x21 mvF I 1 �rP� AroP v_B.aND. 0 3 a >' COMPAL'7ED BASE I V 3 i I ; '.' ";' • I _ ! I Z /olco r oSEAL t Qr �I m I + >t . i M1- �I �T.O.W.-S-63f4• + � \J � I j ! I �J ( SHEAR WALL PER SCHEDULE - b•rnt Eyv N�✓' = FOUNDATION PLAN FIRST FLOOR FRAMING PLAN COMPOSITE CONCRETE SLAB PER SCHEDULE SCALE-3116-ItT - SCALE.'3•f6•=IT T. ELEV=-1'-71lY' - L4x4x1l4 COM.GALV.W/ I ,. 1M12•zT-0•EMBEDDED STRAP , 25'P' Q C EL.$H - i'-P ,1-.9 tIC.� I 9'-23/4• E 3'.-P W C_ ELEV=.2'-,014• .j. {—._— 3 3:1 '3.5 3.9; 4 Z (Y j II f I 0'-4'SHELF � P-6•STEM � ' r ! SW2 [gt3lax452LVLCOM. { I Q U O LL R VERT.AND HORLZ BARS(dJ 1P O.0 TENSION ROLL O" 1W BENT PLATE W/SIDS SCREWS + 1 f�f/^� w U TOCONN—TENSION RING i { v/ - MEMBERS@CORNERS ,�/ ty _ —' _—._—_—_ \ I �-1 __�2x72 DROP._�RI ._1212x12 OR0 I� k_ Q =.. O V/ ZCLFL 2xt0 1'-4• 1+6. ,. Q w L1J P 'm W Q Q CONIC.SLAB PER PLAN f/" J it CyC I '�,+ 1i."•°"*_• Z (4)IW BEM PIATES W/ C N J Z LL J' r LL -— , y�I b I iT I (2)`�•DIA THRu BOLTS O W C (3)tS CONT.BARS EVENLY SPACED T� v f+Q') Q 04 { of ES DO,NEL BAR W/MIN Yfi•SPIICE. II I Im ��� I�II'�T i 5•-- - I I - --L-^--- w ~ V�— • • ALTERNATE HOOK DIRECTION - `--� ,H ( III--�SIMPSON H2.5A TOC_BASEMENT_ _ - h �� -, w ELEV=1D P {- �i_.I , gyp} C�I i I: I HURRICANE TIE(TY) n = T.O.F.L —Ii, FIRST FLOOR MWFRS KEY PLAN jt I!. �� — - S�L6 m Asindi�d SCALE:39T=T=0' d f`I `' `� 3x10@p I4"; DRAWNG FIDE HOLDOWN SCHEDULE e�l�' soNLwnc iT-" ®� 11/79.2019 R HOLODONM RE09 POST ANCHOR BOLT - I ;�;� ( ° ORAYJN(tY NTB - HD-1 SIMPSON STNDId (Z12x5 WA ° _ _..,'_ - WALL STRAP-TE HOEDOWN I i� IW BENT PLATE W/SDS SCREWS ptEDxEOOr --GREENHOUSE --, t MEMBERS( CORNTO CONNECT ION ERSRING (TYP) JAB ! FRAMING BY OTHER �_,..� € LATERAL SHEAR WALL SCHEDULE A TYPICAL FOUNDATION WALL A K SHEATHING NAILING I I E /�[1 f'� 5-2 SCALE:3/T=1-0' SW1 2x6SNEAKWALLNAt= -APA I wCOMMONNAILS sO.C.ON —._—_—_— —._ -- VJ 200 RATED PLYWOOD 6HEATHINGON @ EDGES 2•1 _- _ -�I.. F V EXTERIOR SIDE OF WALL AND IT IN FIELD .21 SW2 2.6 PORTAL FRAME/55(32•APA ! 'O. - B RATED PLY SHEATHING ON ! 164 COMMON NAILS @ 3 WOOD -ON fOLTERIOR SIDE OF WALL kL._ EDOEs AND r IN FIELD - 2 GF 2 ..s— ROOF FRAMING PLAN PERMfFSET m vRo c No. SCALE:3/I6•=Fa' "NOTFORCONSTRUCT}ON" � Ct8179.00 U DRAWING INDEX OWNERS: Peter Intl PameLI Sarhey _ { i SME PERMIT SET! 1FC Projat Address: 23 AtlarrUc Avenue 4 HEET NA —' - — '--'— �- "nis Port,MIAS�!E PLAN - ---- - - --- ? ARCHITECT: Jill Neubauer Architects 7r 00 IE>`RTING!O;,uGUrION FqN i 1}19 15 Depot Avenue :iecHrzKluaAi --- _. _ _ . y. F89rI011n,MA 02540 =A 101 IFLppR PLANS _.._,.._._.._._. _ _.. ph:508.548.0909 srz..al9 Project Manager Norman Courctesne 1A3oo IwwoG SErnays — -----''j. 9 -__'- -.^—i , ._.. '-' i11�1i9 : ' ,DNR1L 11T�3.'.4 t nL0ltrC1195. IeQ5��11 ,St�RUCf JRAWALL SECTIONS -GSIO0 IGENE.PAL NOTES15 j 2 . LANDSCAPE ARCHITECT: Bomke.YUaAler Lnndsupes �-._.__ .__. _ - � _ i•zz7.1= f _ GARAGE TO.:)A7gNANOPRA-:_.` P!AtLS it2,[7.IS I I .. 3Cleniem SL ._____ _,..__--___.._..__._.-.__..-_.-..,._._...___....__-_.I 14 DEPOT AVENUE i- Sarldvadt MA o2563 t 77420.5429 - Principal Semi WaNer 3 4 I` bermwabertOCe vaNer FALMOUTH,MA 02540 I. 1 CONTRACTOR: Ell Morris - 138Ostem'Oa1 West BamstatkRaW 1.j . • Osten*.MA 02655 508 548-0909 ! 508.428.1165 Project Manager Tim OW ebnoMs. n FAX 548-2552 i STRUCTURAL ENGINEER: Coastal Engineering Sartr w-t,MA 02563 ! 508255.6511 I i - Project Manager Nidk4as Bateman - nbatema�7�stalayvt�vg�npary.mn Barnstable Bldg. ' t sta no6 no chitec com; _ MECHANICAL ENGINEER SUN Engineering I jnarcnifects.com f j - 491 Me*Sued =----___--I Sude209 1 T------ I Approved b �. Principal Sean Femessy f sean@Suneng 9.— f . - SITE ENGINEER SaRrcdoEngineering Permit#. 711 Mail SOW Oster lie,MA 02655 t f Principal J/M ODPa - ram{\•.�+ `\/� j j t gsJSvanmlgriomn 'L/'V �oY/J � > t QZ I Nv.Krtucpo.C 'V AMgr.•.A 5 .. - 9I O i � /L I - I BUILDING DEE c ' PT c ,lyygppP Am�k rt Y� 1 � t•( i BAN 2 8 2020 _ . TJ AVaruc 4.civC A�.�"' ly?. TOWN OF BAR S TABLEf N IA l ON f VICINITY MAP r"� • R N N I AV • - -T -' _- - f,�� - >�^ � ���� �®'a:O I - ` '�iz�:a—:amlav�e_� � q T OM ,ire' S COVER SHEET v "y f; GOOOi Y { _ {1 f ASSESSORS REF.: Map 286. Parcel 001 a/I 17 Allonik .ae LLC orin c%Yn R oen edfY LLC ne t u r P..d OVERLAY DISTRICT: AP- Aquifer Protection District Fredmkk&Ameld i Paad Od. _,. -r/ - * { •1t ak Paved art. Da' E FLOOD ZONE:' N• I , Edge-e,,, ' S 'fe ,1, — L�.-�"•`... Zones VE Elae 14'. AE Elev. >( + PNt�O'aEDp1 nV Jd-: _w~ '�'� 13. X(0.2.%Annual Chance) , SVMH l�wr dr X(Mln Flood Hazard) ♦C V I I APRON / /it Community Panel No. LICir wuYl #150001 0568 J i. \ \..'1 w � - %.-r/ 5'Oy'OOP. �1°p a July 16,2014 A a r Gar ood Not LOCATION MAP: r..1 w.h•':' 2,4!'(Ex. a5' 1��� al r l �'°hj� '•q�; A7� -_ ( %furl.FIi Zo nneienee) Scote- I"= 2000'1 /♦ Md 'fx 1g \, a o � . ' . � ' //':; I ONE: ' r .r,r�'-Porul� ./ ',a/� .// .t•/ z RF-1 g.37 _ _IL301_ /, % /��., DIRECTIONS: p1,op•W ul a O � ; •.:� /�{ ��W I Area(min.)87,120 SF(RPOD) Ns5' I O / star Arinuaf �C0 y�71// From Hyannis-Follow exit Street to the West Frontage(min)20' aPr R7 rQT / yid / ebb �X e P/� End Rotary, ioka third exit onto Scudder Ave. • 4ao 4r / / sr° r Wdth(min) 1z5' NPo(yeo 11 T // / _ k y {,F V." 1 / ` Continue on Scudder Avenue. Turn right onto Setbacks: FdY� ,j J I , i �( I Right Avenue,left i onto Hawthorne Avenue.and i �r06Ys10 /,r / / ca Front 30' .,p¢.?. S.d r / Right onto Atlantic Avenue. I � � •'�`Y.O / ^'/ // �—�. �° �23 Is on the felt Side 15' 1/: ♦��� / U�gjllpUy Wi��g�'yp EpvEpFp b�.4'. 'Ir ///'/ r -9-„ I Rear 15' Flf.Pfx �AIm10A \�1/�/, ,I__ 1:• \ -•,Ts• ` E F n r 'N:' d/ 11�// I _I �' I I _ REFERENCES: Y �S�PNALi 'j L 1''I n r i m 9E'RENavEO -I r eypc VIA / f, /rr- .1- \ t 1::. I J f'/lCA/LL Deed: C217309 3i Atlantk Araiue LLC ` .POSED I k gWE II! vUtil�' / Y _ ( 1 ("••..,`C(/l 'Y Plan: LCP 113297-C c%Pork Agency Inc. S RE NFORCEO� 1NRFnab yn/De�ulea Y � { I /&'wµx rr / //!✓i /� /T or ptC - II f rltaPosED 1 \ \ SLAB tlEp1AN/CAI SLABgool amogs w(N I \ ' ♦t�IP 1 A �^, �I�� F •EUT OAiIAIjE,�r,// •-_ k 1 LfW1g Space (t��j1SCQ :'' / / 1 ♦ r / 1 I F�I I Dock I rl�yWif ✓ /�I�� i 4ad' I\\-I 1 / / J SAt / / / I i BUFFER ZONE CALCULATIONS %{ I Existing Existing I - - \ 0-50: 50-100': LOf 2 I ;I \\ \\ Garage Bid/Porch Garage7-2,250 SF Bid/Porch 3 SF /=633 SF ,,1. \\. e 4 SF Deck- 73 SF f Deck= JO _ / ./ _. _. L. _ .I'\\ �t2EV\ Patio/Walls-N/A Patio/Walls=62 SF - \- I r//// }/ / I I o FE,1/q I$t• Drive= 1,150 SF Drive=439 SF Total=4,303 SF Total- 1,207 SF Hood Nas� //-•�_ '�%/% /�Y' /� /// -- - \ 1 I I 'v` Proposed Proposed x( MA 1 4 ii / t\ 1 / \- - !• I I ��\\\ 0 50'. 50-f00': �le t Ey,Ee 73- / J / 1 / _ y�\ Garage- 795 SF Garage-N/A Bld/Porch=Z564 SF Bid/Porch-667 SF 0,1. l i wet AreaDeck= 398 SF Deck=N/A Patio/Walls= 1,045 Patio/Walls; 240 SF Drive=N/A Drive=440 SF Total 4,802 SF Total= 1,127 SF (4499 SF) (-80 SF) Mitigation Required=499 SF X 4+ -80 SF x 3- 1.756 SF Mitigation Prodded=Z656 SF Rg°0ar19g5. / I \ MITIGATION AREA NOTES eao.k al Iis�1%1// PHASENn LTR&/Tp�a torgefee tar ramovsb TreotmanI methods ore I pYeO / I \ I dalarmMed Dy spe les,clso and envfrmmmfd co°Wltkne.Applicallon m.Ood.may—./,I or Deed bak,ail and beoL I m m-w-velu I.G. / • Plant Yona emont:RoId l: d .tjreasd Ir•ot- 1 of Inwatro and olhp 1 I ' / \ I \ I ✓� III Iwp�fM.gefafbn .Moctcom/tpacl tow(ground pre ourelc/y °quipmon t with cane,WO, remit.tads In Pleca On ataoper slopes rest.are tall b Pl..to &..y A.W.11y Ij \ „�� k Jr \ \ r/ • Eroalu aortae):hnmedletdy Deed any exposed or conditioned soft° d coiCr wiN]OOA D/odagradobfe orobkn mtrd blankets on ateepar stop.to laclitate rapid cokv*Qtkm of exposed voga PHASE 2,PLANTINGRESTO161TION P' / '-! Plant pmporo8on:Plugs will be root pruned and propmed Wlh /\ t J r f •>�1�;Y/ Paje �- -" m mizos lung/Moarlanl and Dlanted 'Ih o granular lerH`- e j%% taMMg organk aman=91.and baneddal becleHo.!='.end /r r I - m trace wN ba planted wllh arganlc compml and lartdieed Wit,g—lo, \ /1 'III N /erlel7m osntaMM9 argank amendmen(,,m).-hWO lung)end ,i✓ \I _ �:'\x '+ .1•' ben. Id baelerio / \ '� / �- ••� .' •M.tdlofion:Shrubs and hoe.wet bo mulched OAM o n%9 to their drip It,. \ 6• / ;�' 4 it , / .Disposal:Proper aH-elte di*mof of debris 1—the prol.1, work access and areas \ `i•' 'k to axe "� /7P 4�` S•(;i\ /', •CoardMoHan of inlgalion: The aoet of o temporary lolga0on syalem is 'Tag. o,AA gop0' .••� / -,�' not includedas(P Temporary 8modroat eWgotimt requkea PLANT LIST. Swildhgraa,-Pankum vbgatum-100 O 2'Plugs p WqW.Ro.e-Rosa.&ghi-.-23 A 2 got eontaMere \ I�r / ��.�'�%'' e YloYl �.� -r16 \• // _r t, Q.Beorh Plum-Prunue mailluno-G O J got contaMera .�p e/^ .. /.• I "`CCC (w yrd / .[�, Bayberry-Yyrico-is O 3 gotcontob— ..I A6 / `•CJ r-�- ©dethera-Jethro oM(Idlo-17 O 3 got contoiners t / aV'! /'' 'g3 72� :11 l 0"Highbush Blueberry-V°ccinium c Trnbomm-30 O 3 got cantolners r \J/ \ MONITORING/MAINTENANCE /r I ••ra Pork'• \1- ,� •4i igation arao shall be maMtoied mmWy for the first 8 menthe AND .•/ - �: t / / \ Itsr m roln cram In excess of 1',and semi on—fly for 3 gems 4` W�I \\ �\ .Inroaf.e Ireatmmr proloaal„nor b.followed as requvBd. ac aasv \ •fading Shrub.andl be raploced. - • r `-� •A 2'Bond dung the lwn(1 of work may be mahlaMed annually to � _ prevent spread of Mrodves ham Del... i to 'CCU \ In •. � - r~ _\ _ � ' ` t \ � _ - •.t \ \ LEGEND: QCDT Cedar area . \ \ \ \ 0 Hr Holy use 0 DI Oecktuou.Trbe ' 6 CT Con11—Le° \ \Nan cket Sound ufflity Pale -E- EI.0d, D- f if-d nog \ s O CB/DH —OHW— 0-he.d We. Update Garoge&Walls 10/28/201 u • � - —25— Fle.lion Contour Add Path, Tree Line, and.Spot Crodes. 8/1912019 Add Sleet Setbacks 0 611 9/2 0 1 ' Rev Add Water Main Line 5/16/2019 - nRE: Site Plan PREPARED BY.- PREPARED FOR: NOTES: Proposed Improvements Engineering& u The property line information shown was compiled boor 2 BW Residential LLC available retard information. This plan is not to be used m At Sullivan Consulting,Inc ) f)The topographic op�pp cses or legal lnlorm ion lot wasdescriptions ed from on on m 80 Reifsn der Road 2 The ro ro 23 Atlantic Avenue Oley PA 19547 the ground survey Preformed on or between December 20, (SW 428.3344•P.O.Box 659.711 Main Street,Osterviile,MA 02655 2018 and January 4,2019. N Barnstablesacl@suilivanongin.com dlTniB Part Mass. sacl@suilivanengin.com•www.sullivanengin.com 3)The datum used/s NAVD '88. based an RTK CPS y bench mark. Draft: CTR Field: KKK/CTR/JOD 20 0 f0 20 40 so 4)Budding dimensions have been prodded by Architect W , DATr: April 2, 2019 SCALE: 1" _ 10• Review: CTR/JOD Comp./Review: CTR/JOD and should be confirmed prior to construction. Pro/ect 380036 project: Borbey s 5 IS E }i i rA,MOUIIi,MA S25a4i 1 Il I S09 5AS-999 { 9 I I � I 1 • jnotajran;.t�ech.ca^� r 1 I jRtIIJlif2C�5.CO+Is— �.,.__..__.— --APPROX.LOCATION OF f PROPERTY UNE.SEE CIVIL I . 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I 3j P.7.2XA € j{ + ---_FO'3FJATWIIINALL I MI .SEE ? ! N STRUCrm I=&MR OETARS. � � •c: MWORCENG.T. GYP=WALLBOARDco P.f,2X4PUTE ..! PASEGIENTStAB, �`-10•-8_,-` as '� T .. _ tarobkrt SEE STRUCRM-V=FOR DETAILS . i ' REB:FORC4¢G•ET;. `� WALL I SECTIONS -TA R:RS. 3/a"=1'-0' t z Garage L__ign_Q G�a��per 9 Garage+P%oH Sec inn A301 f = STRUCTURAL GENERAL NOTES WOOD FRAMING NOTES 1.STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DESIGN PLANS BY'JILL NEUBAUER ARCHITECTS-AND SHALL CONFORM TO 1.FRAMING LUMBER SHALL CONFORM 70 THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPEGFICATION FOR WOOD CONSTRUCTION-,AND = THE PROJECT SPECFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: SUPPLEMENT'DESIGN VALUES FOR WOOD CONSTRUCTION',LATEST EDITION,MAXIMUM MOISTURE CONTENT SMALL BE 19%. A THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWEWNGS(IRC-20151 WITH 780 CMR 51.00 MASSACHUSETTS STATE BUILDING 2.PRESSURE TREATED Wppp MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC,)SHALL BE PRESSURE TREATED �L CODE,NINTH EDITION,RESIDENTIAL VOLUME AMENDMENTS WITH ACO PRESERVATIVE.OR APPROVED EQUAL TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITHAWPA C3. STRUC I T TURML++SHEET LIST _ COASTAL B.AISC'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION. 3.CONNECTORS.CONNECTIONS FASTENERS,ETC,USED TO SECURE ACO PRESSUE TREATED LUMBER SHALL BE STAINLESS STEEL NUS MB R I SHEET MAN= !$MEET ISSUE CURR REVISION CURRENENREVISIO 1 engineering L ^e. 1 C.ACI'SUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(AG 318-05) 4.LUMBER WHICH IS SPLIT,CRACKED.NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE SNM_OIATELY REJECTED AND NOT ALLOWED FOR USE, ET IS NUMBER J.-� engineering co. E UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER , _G_S•100 I GENERAL tOTES -T-D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS D7.1) - E 11/f82019.-!_-_� 5oM=STaq;p�5561p0 p GS-200 GARAGEFWNpgTID41 ANO 71l19.Oi9 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED [:7G .�FRAMING PLANS S --(-.E.ANSI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS'. BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY. ..--. F.THE TMSER CONSTRUCTION MANUAL.4TH EDITION,"AMERICAN FOREST&PAPER ASSOCIATION • G.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.LATESTEDITION. DIMENSIONAL LUMBER FOR EXPOSED PRESSURE TREATED MEMBERS 1 CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE AND APPLICABLE PRODUCT AND DESIGN STANDARD$. AEOUIREEN I's. IFIp ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR I9 RELIEVED FROM THE STATUTORY CODE -FLOOR FRAMING AND BEAMS 02 SOUTHERN YELLOW PINE .TYPICAL ABBREVIATIONS REQUIREMENTS. FB=800 PSI,E=i<E6 PSI M R 3.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK ANY DISCREPANCY BETWEEN WHAT IS STUDS 02 SOUTHERN YELLOW PINE F.H. FULL HEIGHT < SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BEREPORTED BACK TO THE ENGINEER IN WRITINGBEFORE PR 'J' - E:N EDGE NASHJG 1A8 se COMMON NAILS®6'O.C.U.N.O. PROCEEDING WITH ANY FC-1.400 PSI.E-IAE6 PSI T RA ROOF RAFTER WORK. F.J. FLOORRAFTS TIMBERS AND POSTS(NOT PILES)TYl SOUTHERN YELLOW PINE I 4,OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL EXAMINE THE (SXS AND LARGER) FC=525 PSI,E=12E8 PSI _ OJ. CONTRACTION JOINT JOIST ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS IN ALL INSTANCES,THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND I D.J. - DECK JOIST LOCATION OF OPENINGS ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT T07HE ENGINEERS FOR NON-EXPOSED MEMBERS•• EW.- EACH WAY IMMEDIATE ATTENTION FOR REVIEW. P.T. - PRESSURE'TREATED WOOD -FLOOR JOISTS&BEAMS 42 SPRUCE PINE FIR - T.O. - TOP OF-_ ROOF: S.DESIGN VERTICAL LIVE LOADS: FB=875 PSI,E-IAE6 PSI - F.F. RUSH FRAMED � . GROUND SNOW LOAD:IS PSF - DROP BEAM DRO S PTUDS 02 SPRUCE PINE FlR O.F.- OFF FACE ' FC=1150 PSL'E-IAE6 PSI (.ONT. - CONT04000S FIST BOOR CANT. CANTILEVERED -GARAGE'100 PSF -TIMBERS AND POSTS 02 SPRUCE PINE FIR SS. - STAINtESSSTEEL 7 &DESIGN LATERAL LOADS: (5X5&LARGER) AFC-500 PSI.E=i.DE6 PSI i HOG- HOT-0iPPED GALVANIZED _ UN.D _ UNLESS NOTED OTHERWISE i NAND LOAD' (DESIGN VALUES ADJUSTED ONLY BY GJU - B - TYPICAL AL WIND SPEEEXPOD ( (-DESIGN VALUES NOT ADJUSTED) IV.B. VRIGID BOARD APOR BARRIER -INTO SPEED(ULTIMATE);140 MPH - ) - I W.P.- WORKING POOTT 7-NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES'1'MATMAY AFFECT THE STRUCTURAL DESIGN. &..DETAILS OF WOOD FRAMING SUCH AS NAILING.BLOCKING.BRIDGING,FlRESTOPPING ETC.SHALL CWNFORp TO THE LATEST EDITION OF THE NATIONAL PKT Y1 ' DESIGN SPECIFICATION.THE TIMBER CONSTRUCTION MANUAL,THE WOOD FRAMED CONSTRUCTION MANUAL,AND ARCHITECTURAL GRAPHICS STANDARD -IN SN - SHELF &THE FOLLOWING SOIL SOIL PROPERTIES HAVE BEEN USED FOR THE FOUNDATION BY RAMSEY&SLEEPER - (B.EW 'BOTTOM EACH WAY -UNIT WEIGHT Of SAIL 120 PCF SOIL BE CAPACITY: 0.250 TONS/SF 7.WHERE DIMENSIONAL FRAMING LUMBER IS RUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS W CLEAR BELOW THE ULTIMATE FRICTION FACTOR: OAS - TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. •MINIMUM SUBGRADE MODULUS 250 PCF - 9,WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS.PRESENT IN- a.USE DOUBLE TRIMMERS.AND-HEADERS AT FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. WRITING TO THE ARCHITECT.ALL CONFLICTS BETWEEN THE DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES AND COMMENCINGREGULATIONS,FOR RESOLUTION 9 LAP PLATES AND SILLS AT CORNERS. TYPICAL SYMBOLS i BEFORE COMMENCING THE WORK 10.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES.GRADES,GRADING AGENCY,TYPE OFPRESSRIRE TREATMENT,MANUFACTURE DATA,AND � M__9•_PIS DESCRIPTIONCERTIFICATIONS TO THE EW51NEER FOR WRITTEN APPROVAL PRIOR TO ORDERING ANY MATERIALS. 11..USEFULLY NAILED METAL CONNECTORS 7JSP-�NPSON.OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS SHEAR AND MOMENT CONVECTION TO W OR HSS SHAPE(SEE SCHEDULE) COItCREZE NOTES!FOUNDATION AND SLABS ON GRADEI-SEE CONCRETE MMPOS DECK FOR ELEVATED SLAB NOTES .OR BEAMS.REFER-TO FRAMING PLAN FOR CONNECTOR TYPES. ------+-G-a-- SEAL H-OR-❑ I SHEAR COTALL'TLON'TO W OR HSS SHAPE 1.CONCRETE MATERIALS SHALL BE PLANT MIXED WITH APPROPRIATE TESHALL ADDITIVES E ACHIEVE SUFFICIENT ROW OF MA WITH NAILS,FASTENERS.ED CONNECTORS EXPOSED THE WEATHER STALL BE HOT-0IP GALVANQEO.CONNECTORS AND FASTENERS WHICH ARE USED TAWS, AND SHALLW WORK PE r I Y OR 2 PORTLgND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMIAENDATgNS.CONCRETE WIi'NPRESSURE TREATED WOOD SMALL BE ANSI 3060R 918 STAINLESS STEEL. 1 ' COMPRESSIVE STRENGTH.(F'c)IN 28 DAYS,WHEN TESTED IN ACCORDANCE N/RH'THE LATEST ACI 3185HALL SEAS FOLLOWS CONCRETE WORK•4.�0 - -- F'Rid!)QO HANGER(SEE SCHEDULE} ,JOA>a PSI 13.WOOD PRODUCTS SHALL BE STORED W A DRY LOCATION. - ' 1 THE MAXIMUM AGGREGATE SIZE SHALL BE 3A'COURSE 14,IN NO CASE SHALL JOISTS.BEAMS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED DRILLED;OR OTHM 3 THE MAXIMUM VASE MODIFIED WfTTIpUL THE - -= - WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER �. IN PLANE FLOOR FLOOR E.LEVAT10N CHANGEACL IAUN CONCRETE SLUMP AT TIME OF FINAL DEP OSIT 5!iALL BE 4'_EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED Tp 5%(•1-1%),PER - 4 ea P aQ STRUCTURAL STEEL NOTES a.MIXING,TRANSPORTING.PLACING AND CURING OF CONCRETE SHALL BE DONE AT FINAL THE OF FINAL DEPOSIT IN ACCORDANCE WITH THE ( RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. - I STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM SIvYATONS,UNLESS OTHERWISE SPECIFIED: _ IMMEDIATELY E .YO STEEL SHALL REQUIRED NEW DEFORMED BARS,ODNNO MING ADDITIONAL TM COAB15,GRADE 50,EXCEPT WHERE NOTED-RUSTED EARS WILL BE ASTM A36 ATOM YIELDCHANNELS,STRENGTH PATES AND MISC.FRAMING MEMBERS. 1 (MLVINUM YIELD STRENGTH FY=36.000 PSI)6-DETAILING OF .. BE IN +.. _... _ SPECIFICATIONS,�LATEST �(NNF)SHALL NCRETE BE NEW ACCESSORIES FROMRUBHT`FABRtC�SHALL CONFORMI/TO CR DANCE WITH ACI BUCATION3T5 ANOCURAENT ORS- -- -' - -ASTM A992 OR AP-'2 WIDE FLANGE BEAM SHAPES (MINIMUM STRENGTH FY=50.000 PSI). 7 MINIMI TENSILE NIRE SILESTRE SISPEGFICA710NSAND70ASTI/A185WRTIA ASR/A325 BOLTS USED FOR CONNECTING STRUCTURAL STEEL MEMBERS. W C 7.WE_'TENSILE STRENGTH OF MALL PSI.REFER TO PLAN O R UST. - I L .ASTM F1554 GR 55 ANCHOR BOLTS,STRAIGHT,GALVANIZED(EXCEPT WHERE NOT©) 8.UNLESS OTHERWISE SHOWN E THE DRAWINGS REINFORCING STEEL SHAH BE PLACED TO PROVIDE THE FOLLOWING IDS OF CONCRETE COVER: ASTM F1554 OR 105 ANCHOR BOLTS,STRAIGHT GALVANIZED(WHERE NOTED)SLAW C' FORMED SIDES Of SLABS,WALLS AND FOOTINGS T CASTAGAINST EARTH ' -BELOW TOP SURFACE ANDABOVE 90T70Fd SURFACE ASTM A307.GR'A' LAG SCREWS AND BOLTS CONNECTING WOOD MEMBERS, _ - AsnxA;oo Ls SQUARE TUBULAR ENGTHFY=46. S U) FW- Z W 9.CONTINUOUS REINFORCEMENT SHALL BE UPPED 48 8AR OU4METERS MINIMUM,UNLESS NOTED OTNERWiSE - {MINIMUM YIELD STRENGTH SECTIONS 0PSq. 10.LAP SPLICES IN W WF SHALL BE A MINIMUM OF ONE AND A HALF MESH SPACES IN EACH DIRECTION, V O ASTMASDO-GR'B'OR GR'C' ROUND TUBE SECTIONS - I I.RE POWNG SAPS MAY NOT BE WELDED. (MINIMUM YIELD STRENGTH FY»2.000'PSI). - 1 STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC SPECIFICATIONS FOR DESIGN, J Q i Z 12 CONCRETE SHALL BE PROTECTED AGAINST FROST AND FREEZING UNTIL PROJECT 1$COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR FABRICATION AND ERECTION OF STRUCTURALSTEEL FOR BUILDINGS. HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES 3.FOR HIGH STRENGTH BOLTS HARDENED WASHERS SHALL BE PROVIDED AGAINST THE ELEMENT(HEAD OR NUT)BEING TURNED. T j LL 73.RENFORGNG BARS SHALL BE COLD BEM IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE AG.UNDER NO CIRCUMSTANCES SHALL a.WELDING SHALL CONFORM'TO THE CJRRENT STANDARD OF THE AMEPoCAN WELDING SOCETY(AW.SJ.SHIQP AND HELD NJELDS SHALL BE MADE BY •L HEAT BE APPLIED TO THE BARS TO OBTAIN-BENDS - 4.CERTIFIEDWELING SHA WELDERS. � W m 11J Of W 1G FORTIS SHALL BE OILED PRIOR TO THEIR ERECTION.PETROLEUM BASED FORM OILS SHALL NOT BE USED IN ORDER E DATE ANY H FORM RWi. &ELECTRODES FOR FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS TO).WEDS NOT'SHOM.SHALL BE AWS MINIMUM. Z D Q Z COMPATIBILITY PROBLEMS WITH WATERPROOFING SYSTEMS ON CONCRETE SURFACES.REINFORCING BARS WHICH ARE COATED WITH FORM OIL OR ANY � W V OTHER BOND BREAKING MATERIAL WILL BE REJECTED AND WALL REGURE REPLACEMENT AT NO ADDITIONAL COST TO THE OWNER 6.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAYLED ON THE DRAWINGS,IS PROHIBITED. ( Z 15.CONCRETE MAY CONTAIN FLY-ASH OR SLAG IF PROPOSED IN MIX DESIGN.EACH SHALL SATISFY AG AND ASTM CURRENT REQUIREMENTS AND 7.STEEL SHALL HAVE TWO COATS OF.RUST-INHIBITIVE PRIMER PAINT.TOUCH UP WELDS.SCRATCHES OR SCRAPES W?ANT AFTER ERECTION.STEEL <N J ZQ SPECIFICATIONS.SUBMIT MATERIAL DATA SHEETS AND ACI CERTIFICATIONS TO ENGINEER FOR REVIEW FABRICATOR SHALL COORDINATE PRIMER COMPATIBILITY WITH THE ARCHITECT FOR FIELD APPLICATION OF FINISH PAINTS . _ J ►1 16.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED.SUCH CONCRETE SHALL BE IMMEDIATELY REJECTED,AND SHALL BE B TORCH CUTTING OR HOLE BURNING IS NOTAtLOWED.REPLACED WITH NEW CONFORMING PRODUCT AT NO ADDITIONAL COST - � Q S.EMBEDDED ANCHOR BOLTS AND ASSOCIATED HARDWARE SHALL BE HOT-DIPPED GALVANIZED. 17.CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WTTH A57M C54 AND ASTM C111& 18.CHAR BARS AND WIRE TYING FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL MUST BE PROVIDED,IN NO CASE SHALL B M MRICK CONCRETE COMPOSITE DECK N BLOCK WOOD.OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED,MAXIMUM SPACING OF MESH SUPPORT CHAIRS SHALL BE IS'IN 1 PROVIDE A 5INCH NW THICK,T MAX THICK CONCRETE SLAB ON 3-INCH STRl1CNRAI STEEL COM EACH DIRECTION.CHAIRS,BAR SUPPORTS AND TIE WIRE SHALL BE NON-CORROSIVE PRODUCTS,HOT DIP GALVANIZED.STAINLESS STEEL.PLASTIC Pp,9ITE DECK CONCRETE WORK SHALL CONFORM1301). COATED-TP,OR OTHER CONFORMING MATERIALS. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 3181 AND'SPECIFICATONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'(ACI 30Y), ' LATEST VERSIONS. 19.CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED IN OR NEAR CONCRETE MIK _ 2.CONCRETE DECK SLAB SHALL RAVER MINIMUM COUPRESSNE STRENGTH OF 3.000 P.SI.AT.28 DAYS WITH A SLUMP.OF NO MORE THAN 3INCHES. - �,,.,,�.-,;_;.,"_.,,.�-�,r�",. _.. _ _�--- _ _ y ..•.. I y 20.THEUSE OF CONTROL JOINTS IN THE SUES IS REQUIRED TO CONTROL CRACKING.SAW CIfT CONTROL JOINTS/14•VMOE TO A DEPTH OF/f4 SLAB - TEAL_ WITHIN7.CONCRETE SLABS SHALL BE REIKrORCED WITH SPECIFIED WELDED WIRE FABRIC PLACED WITH 3M'TOP COVER WITH SDI DRAPED MESH-LAYOUT. THICKNESSFLEXIBLE EPDXY C HOURS OF JOINT RESI'I PLACEMENT.R AN APPROVED HAS. RED,CLEAN AND PREPARE JOINTS AND FILL SOLID WOH"SWLOUR 5t WELDED WIRE LABS HALL B REINc-NT SHALL CONFORM TO A.S.T,M.A185.AND SHALL!APB INCH NAONq&l)N OR ONE SPACE PLUS INCHES.WHOMEVER ouAYnuO ciLE SL FLF_X18LE EPDXY CONTROL JOINT RESIN'(SIKA CORP.]OR AN APPROVED EQUAL.REINFORCING STEEL SHALL EMEND CONTINUOUS THROUGH SLAB AT IS LARGER AND SHALL REINFORCEMENT FORCETOGETHERSHA PROVIDE CHAIR OR SUPPORT BARS AS NECESSARY MI PROPERLY ONE SPACE IONPLUSWELDED WIRE FABRIC, CONTROL JOINTS. 21.PROVIDE AN UNDERSLAB VAPOR BARRIER BENEATH SLABS.USE"STEGO WRAP10 MIL SHEET VAPOR BARRIER"OR EQUIVALENT,UNLESS NOTED 4,METAL FORM DECK SUPPORTING CONCRETE SLABS SHALL BE COLD ROLLED VU TYPE 19 GAGE•GALVANIZED STEEL AS MANUFACTURED BY xTe ' OTHERWISE 'Vl1LCRAFT,OR EQUAL WITH FY--50 KSL AND S7(=I tIna20196T8 MINIMUM. ' 5.OECKW G SHALL BE CONNECTED TO THE SUPPORT MEMBERS AS PER MANUFACTURERS RECOMMENDATPIS AND THE STEEL DECK INSTITUTE C?ill%Nw BY NIB REQUIREMENTS.SUBMIT SCREW TYPE,SIZE,SPAC6VG.AND FULL DETAILS TO THE ENGNEEiR FpR APPROVAL FINt SmE-UPS.LfACN SHALL BE WELDED TO C-yECK®BY �B SUPPORTS USING WELDING WASHERS.END UPS OUST OCCUR OVER SUPPORTS.WELD TO SUPPORTS fq A 3Ms WELD PATERNOR iP MAX,DNQLQ0111G 36•SHEETS),SIDE LAPS SHALL BE SCREWED TOGETHER W7010 SCREWS SPACED NO GREATER THAN Y S- 8'O.C- 6.SUBMIT DESIGN CAPAGT¢S DETAILS,INSTALLATION REQUIREMENTS REQUIRED UPS,PLANS.ETC.7D THE EN_VVER FOR REVIEW PRIOR TO c4 FABRICATION. 7.NOTE CONCRETE USED ON STEEL DECKS IS NOT AIR=j4ED.CONTRACTOR IS SOLELY RE CURING PROTECTION FOR CONCRETE IN STRICT ACCOR SPONSIBLE FOR PROVREPI COMPLETE AM CONTINUAL �\�'1 O O DANCE WATlI THE UTEST AG RECWS/ENOp71ONS AND REOUIRB/ENTS�CONTRACTOR 7O V J SUBMIT PROTECTION MEANS AND METHCDS TO THE ENGINEER FOR APPROVAL,PRIOR TO STARTING THE WORK a( ' � i OT 2 SH_ETS PERAMIT SET A "NOT FOR CONSTRUCTION- I gIwxc c�v0. p1st7"NOT FOR CONSTRUCTION" 9 eD� '\3� 3�1 i\3 31, 4 3/(3.1j14'� T r 25 . _.____.._._-..--_. ,•_0' - 11 9v4' ?O� 25•0 9•23 195i4' ._-__..9..'._-._.2._.3..-d _.... I• __ 1 COASTAL L 0'-2314"O.F. 24•.e 1/2' ; p-2314'O.F. 1)ELEVATIONS ARE SHOWN IN FEET AND INCHES,MEASURED FROM THE TOP OF FIRST FLOOR -- ------" t -_.t engineering ca. ' FINISHED FLOOR OF THE MAIN HOUSE(REFERENCE ELEV-9-07,UNLESS OTHERWISE NOTED ( '.i ) i i II I I 360 G�ee�rFG4mz w e2S53 S SEE SITE PLAN FOR REFERENCE BENCH MARK DATUM ,� ' TO.W=-1'-7IQ• " . : 184Ef4AIF Saeazalme T FON WALL ? i O j 2)VERIFY ALL DIMENSIONS IN FIELD EXISTING BUILDING DUENSIONS SHOULD BE MEW t u REINF.WI a4 VERI L I I !I t~!� j i I VERIFIED PRIOR TO CONSTRUCTION ? O I BARS®16.O.G. O2e�` , t a AB24 1 ' I O/ f I 3)REFER TO._IV-IL__LANSFOR..P-R._O_J_E.C..T_E_L.E._V-AT-IONS..-..__.__. I N i —_p-6"cDNc-s TENI- _ _ _ •-, --------- I V-a'CONC.SHELF ANCHOR BOLT SCHEDULEeHeLF"I ---------I ' r--- MARK DESCRIPTION P IN �_PRo\m I I _.- .._ .I 0'-6'CONC STEM I TOW=-t'.712' I I I 24'O.C. xtM- i Ip.B•CONC WAIL. j t TOSH Z10114` I L4z4xt/4CONT GALVA824 5/8`DIAANCHOR BOLT W!p-9' ) I TOS = " 'EMBEDMENTINTO CONCRETEER i - ---- b WI,i4'xSxt'-0 \C\ _ i h t ': 4'THICK CONC.SLAB i : ) I I I{.. EMBEDDED STRAP 0 i j r�D.G. i A632 i I ROVIDE 3'x3kt/4 PLATE WASHER 51T DIA ANCHOR SO ONCRET-9' P EMBEDMENT INTO CLTWIpE 32'O C: NOTE: O UNMARKED FOUNDATION WALLS FOLLOW' r I, ,"2 I - ^A EiI1 > _ SLAB THICKNESS AND F,A832 I _ d'b� 3Ytfa'CONT-PLATE 6ET INTO- SPAN DIRECTION(TYP) i L T_O_PKT=_7 5314 I f.� SCHEDULE fIf t FLOOR SLAB SCHEDULE -- --- A\TYP)�i i j _ + _) i li / Nf T.O.W.W/518'HEAOEI STUDS I' i I wI� 2VO.C. T F 7 T.O.C.-Z.3Ile i. .- i-E'evgn'm •T0 I .i i Ni i ) I -STEP IN T,O.SH. I WBX24 GALV.DROP I ____._.-. ! ' MARK 1 i - DIAPHRAGM MEMBER----FASTENING (I----• II z O T.O.SH-Z-211d' T.O.C__1'_91/4' ' t 2'•3 114 7"MAX(5'MIN)TOTAL THICKNESS COMPOSITE WEO�,•SUPORTS VW 7W I I z ( ) T O.SH.= 2 tl_a• _ Si I SLAB(MIN 2-SPAN)W/NOR WEIGHT PATTERN NV WELDING WASHERS.SIDE STEP IN T.O.SH. I i O O _ I ' )(� - w m U 0'-✓f CONC WALL I ) CONCRETEAND3W79(19 GAVGE)CONP09TE LAPS SNAIL eE SCREWED TOGETHER NMI I' I S ) I -I 1A60P g S i I DECKING.PROVIDE 6x6 WZ Ixa.1 WWF i105CREVJS a16"o.G TO.W==-Z-21/a'y ?' i S7p BELOW TO.SH.=-Z-21/4" {-1-9114',p-5°THICK COMPOSITE SLAB YIN NFJGHT WELD Q SUPORTS VW 30/4 WELD ' L{ - ! • I 4 I PATTERN NB WELpIt•P,�WASH=_RS.SIDE T.OW=-1' 7t7 t- ----- -------- _ _ 52 CONCRETE AND 3VU19(19 GAUGE)COMPOSTE _ L I DECKING PROVIDE 6z6 W21xval vim !LAPS SHALL BE SCREWED TOGETHER WI __ --_L _ _ _-_-_-_- - y I' �S L i --- - -_------ SteSCREWS($,BDO _J�:� -� - - ---� 2 - _ _ ------ -- :-� - — —_ LL� �- I -�.oW.=-7-riir�i i�- j COLUMN SCHEDULE 1 oI p-B•CONIC.WALL !i I _..- -1 MARK i I. r.o.w=J-s 3/a• i a•THK:K cone SLA� fit't I I = 7LL - b ---- Till, W/6x6x../z21 NA"!F 2 t I +I b i$ C 1 6x8 :b ... . ATOP V.B.AND ' V) I I I > .. -^.._.-. COMPACTED 9ASEP SEAL --- 1e8o '\..� SHEAR WALL PER SCHEDULE FOUNDATION PLAN FIRST FLOOR FRAMING PLAN COMPOSITE CONCRETE __ SCA1S Y}6•=1'-0' SLAB PER SCHEDULE SCALE 3/16'=r-0' - -ELEv ,-7,a" 1. 3 i31 5 l�� C� Laz4zlq CONT.GALV.W/ - - ` v4�•xra EMBEDDED srRAP ' .-ELEV=7.10 t14°- I ( -- /� 1 / 0• 11'-91iC { 9--23/C: ;3'_0' - 3.1 •3.5 �.9;4 '� t ; U rQv p- a`SNELF Ip_s•STEM _ Z LL ' } (2)1 3".9 V2 LVL CONT. W O LL f 96 VERT.AND HOR Z BARB ,6 O.C. !t TENSION RING i ! o_ c a : y 114•BENT PLATE Wf SOS SCREWS (n TOCONNECTTENSKNI RING -, ` CO MEMBERS Q CORNERS ITYP) I - �_. _ .. __.-.i -II_.- - , 1 - LjJ = Z c, c {' )q�' 1 -— .—.--- _ )2xI2DRDP_.. s rr2x12DRo - —__ J Q = (n LrCLR. I I',I 1 _ J z -- _{ i G%. .J 2xtD a•-a 1 a...�. Q W LlJ i"' Q Z Q J ` I " ,—coluc-sLne PER PLAN ~� �� - � I ,�; W m W � a � / 1 =' ` Q U1 D ��>_ f Ia)tiC BENT PLATES Wfr�i--- N J Z 5Ar DLA.THRU soLTS F-2 LL �7 1.5 i amii Y L r ? g U (3)05 CONT.BARS EVENLY SPACED fL _ L- , a2.1 — — I � Q -+I i-� -� N Q • � j n DOWEL DAR W/MIN Z$SPLICE. (� ' I i I b y�.2' I �e r( •. F /� _ _ _ ( - SIMPSON H2.5A V T.O C.BASEMENT /may ALTERNATE HOOK DIRECTION - +\. J 'f '�> t( _ w ELEV= IO' B' !' - ��( -HURRICANE TIE MP) TOF_ I FIRST FLOOR MWFRS KEY PLAN (h n�% r,r, f i �el Ae�UiUEetl ' SCAlF;3l3T'=7-0' J'1;Iv�: /// E 1, j I 2x10�'itl4. _ DRAKSNGxIIE HOLDOWN SCHEDULE ------- �' 2)TY4x9t/dLKCONL-� --- �� nn9rzD,9I ! ���/// I p 7 0 1a•!P-T II MARK -I MOLODOWN I REQ'D PORT ANCHOR BOLT { _ -y - I TENSION PING 1 - - ` pgpyya ev HD•1 SMPSON STHD14 NTB WALL i —_— iSTRAP-TIE HOLo rn WA_- - I f tw"BENT PLATE W/SOS SCREWS G++eG'cE��1e�I?' -_ Z-p' ! GREENHOUSE- TO CONNECT TENSION RING ' ^' b i`(FRAM+ OTHERMEMBERS®CORNERS(rYP) • LATERAL SHEAR WALL SCHEDULE T A TYPICAL FOUNDATION WALLS- $N?ATMt1G --;-- �, . f S•20 'SCALE:3/d'=t'-0• sv;,I 'Lre SHFAA WALL W/Ism APA --_---- _ _ ..__.. ... _ G 00 84 COMMON NAILS :2.�,--.RATED EXTERIOR SIDE OF ING oN 6 O.C.ON EDGES EXTEitK)R sDE OF LV..LL — AND Ir IN FIELD — — SWI 2x6 PORTAL OD S I SHEATHING APA RATED PLYWOOD SHEATHING ON i Ipa COMMON NAILS li;3'O.C.G.`t - 2 Ox 2 Bt+EE:E D(TERK>R 9DE DF WAIl, ,,_.,•_—,EDGES ANorui:TciD .-_....I ROOF FRAMING PLAN PERMITSET -- . - ___.-_ SCALE.3116-=1'0 "NOT FOR CONSTRUCTION" i --C19179!] PROJECT INFORMATION DRAWING INDEX OWNERS: Peter and Pamela Barbey DRAWING N SHEET NAME , -CONSERVATION IFC PERMIT SET Project Address: 23 Atlantic Avenue CIVIL Hyannis Port°MA 1 SITE PLAN EXISTING CONDITIONS 04 02.19 2 SITE PLAN PROPOSED IMPROVEMENTS- 06.19.19 ARCHITECT: Jill Neubauer Architects 3 SITE PLAN DETAILS SHEET 04.02.19 15 Depot Avenue ARCHITECTURAL NEUBAUER e Falmouth,MA02540 A1D0 BASEMENT PLAN 08.09.19 ph:506.546.0909 A70T FIRST FLOOR PLAN 08.09.19 Project Manager Norman Courchesne A102 SECOND FLOOR PLAN 08.09.19 AIDS THIRD FLOOR PLAN 08.09.19 ncourchesne@jnarchRects.ccm A200 NORTH EXTERIOR ELEVATIONS 08.09.19 U LANDSCAPE ARCHITECT: Bernice Wahier LandscapesA201 WEST EXTERIOR ELEVATIONS. - 08.09.19 - A202 SOUTH WEST EXTERIOR ELEVATIONS 0g.09.19. 15 3 Clement St A203 SOUTH EXTERIOR ELEVATIONS 08.09.19 Sandwich,MA 02563 A204 EAST EXTERIOR ELEVATIONS U8.09.r9 774.269.5429 A310 - BUILDING SECTION 08.09.19 Principal Bernice Wahter A600 IWINDOW SCHEDULE 08.09.19 DEPOTAVENUE bemice@bemicevrahler.com STRUCTURAL S-100- GENERAL NOTES. 07.30.19 08.09.19 - CONTRACTOR: Ell Norris, - 5-200 HELICAL PILE LAYOUT PLAN 07.30.19 08.09.19 FALMOUTH,MA 02540 - 1380sternBel West BamslaNeRoad 3-201 FOUNDATIONPIAN 07.30.19 08.09.19 - Osterville,MA 02655 S-201A fOUNDATION DIMENSION PLAN 07.30.19 08.09.19 508.428.1165 S-202 FIRST FLOOR FRAMING . 08.09.19 S•203 SECOND FLOOR FRAMING o8ae9.19 Project Manager Tim O'Neill 5-204 ATTIC FLOOR FRAMING 08.09.19 508 548-0909 tOnelt@BbnOmS.COm 5-205 ROOF FRAMING - 08.09.19 3-300 '- - FOUNDATION DETAILS 07.30.19 9.19 - STRUCTURAL ENGINEER: Coastal Engineering s•301 FOUNDATION DETAILS az30.19 09.19 66-MA-6A 3-302 FOUNDATION De"'LS. 07.30.19' 09.19 - - ' FAX 548-2552 Sandwich,MA 02563 3-303 TYPICAL FOUNDATION DETAILS- - 07.30.19 gol.-O..19 508.255.6511 Project Manager Nicholas Bateman nbateman@coastalengi needngcom pany.com jna®jnarch itects.com MECHANICAL ENGINEER: SUN Engineering ' — jnarchitectz.com 491 Maple Street - - Suite 209 Danvers,MA 01923 ph:978.777.7765 r Principal Sean Fennessy sean@sunengineedng.com SITE ENGINEER: Sullivan Engineering 711 Main Street- - Ostervills,MA 02655 0:508.428.3344 Principal John O'Dea john@suHNanengiacom VICINITY MAP Union •Hyann4porl Club Saint Aru!TWa - p 8 - �.+' T O By The Sea ` - t®H,y4nMs Port Yacht CIUC CL- N pE,ebeth9MumfroA ° Barnstable Bldg. Dept. .. . °c ®John F.KenAedya House • { ..�qp Joseph P,Kennedy Hmw t - Approved by. e e.923 A0aMic Arenue } 1 a 1 PMB B a l l l# r . West Beocb a"Grub - - - • - 08.09.19 IP-1 69 TITLE SHEET AOOO ASSESSORS REF.: Map 286,Parcel 001 1 12 Atlantic Ar—UC '/' b' •� �'vv c/o Mannheim Realty LLC ; _ _�{�@ (l-•'" Paved — :OVERLAY DISTRICT: ._ x u . R n/r �\Mo orivO AP - Aquifer Protection District - - Frederick a.Amdd Paved Drire ter ). FLOOD ZONE: 08 . - Paved Drive f Ft , 5B5'01 1E _ I _ ( .r ^ Zones VE Elev. 14•, AE Elev. / n 13, X(0.2%Annual Chance) i / &X'(Min Flood Hazard) .. Venue / /j Community Panel No. O Pove /. / �— 20.32 25 001 0568 J r, g 0 �\ '" •--y \ d WaY). '� .July 16; 2014 . (40 Past B Roi n "tlantic LOCATION MAP: \ Ral Fence j, •a1.001E ! �wa9 �l,r/ �� 18--_ Hez) \ Post ,. {Min.Flood , 1 =2000 t ! A Zone Scale' " yr:e° �// //!i'%/ i �X(p.2%Annual Chance) ZONE: to Porch /,,'�!/,,�,•,/ /.��k /, I: . DIRECTIONS: RF-1 a9.37� �\ :) I El.30.1. - r r�11/1 �/// �_�y n1Y Y� Y Area(min.)87,120 SF(RPOD) .01 w t m y0, /. !�!// ! oejnit'M 2 p nuai. hence) From Hyannis - Follow Main Street to the West Frontage(min) 20' rstote,l ( EMp,Y`3 End Rotary, Take third exit onto Scudder Ave. Width (min) 125r Continue on Scudder Avenue. Turn right onto 9 Setbacks: !/ 1 Irving Avenue,.left onto Hawthorne Avenue. and gait%r'�" A°23 a� /! !!! /'. c Right onto Atlantic Avenue. Front 30'. ` -sty. yf \I,/ j/!/, ff — oe //23 is on the left Side 15' Dwelling - / //!/ / _- -g._\ Rear 15' .I� Deck 'F1 03 Ln ./, , // \,\ I. REFERENCES: ,`�//Y Deed: C217309 )` /�// _ { t Plan: LCP 113297-C 31 Atlantic A-LLC , \I w f. �/ 1 0onr. �,/1,�8-'.- r- l\wcn c/oPark Agency Inc. I/ __ -- ` -_ �''' a n /,�......� j End-elf n-Der d D ` .,•\ .mad. n; Susonl Sn McPherson wc6 p / �/ /'// / I 1 I McPherson Investment Trust , \ Lar�ga Imo'/ //// / //Lea h/Pit/,� � u\ ) Goro9e with Living SPaca / LEGEND:\\ QCDT Ceder Tree .0Hi Holly Tree //r!/�,'!. 'jJ.f 0aDTDecrquaasre /I /7// CT Coni/erws Tree Deck _- / I // / !' / / .I �/ �/ , ./ F / � -Cl-Uh7ity Pale / Ji/// r,%/f I.J. / /../. 1`-I I- ;. I -E- Electric alt Marsh I -G- Gas / S I \\V\ 0> wetland Flag Light Post El CBIDH —DHw— 0vehood wires x :`\ —25—.Devotion Contour 7 Lott Min.Flood Hz� \ '.I .I `gt C• . f16/14 e q vELEv/13 /' /'_I I Al. - t we(aea ter! (5. / E(t ILA E�J t l' .Solt Marsh / I s barrlerd 10/1 / Coos" lis m' f I \ a d / .`M ^^0 r\/ -- _ - i.i'- — 583,�✓ Edge e Rood / � c .lPa• o fen e Isla e y1aY1 CI es \ , / •' / aah Bra \ so Neach. \ \ \Nan cket Sound TIRE - PREPARED BY., - PREPARED FOR., -- :NOTES: Site PlanS. , Existing Conditions ' Engineering& 1) The property line information shown was compiled from available record information. This plan is not to be used At BW:Residential CLC t m u van for recordin ur oses or Ye al lot descn Lions I Consulting,Inca 80 Reifsn der Rood J topographic g i y 2 The to o ro hic information was obtained from on on 23 Atlantic Avenue . . oley.PA 79547 the ground survey performed on or between December 20, (508)428.3344•P.Q Box 659•711 Main Street OsteMlle,MA 02655 1 2018 and January 4, 2019. Bamstable (Hyannis.Porp MASS. —101sullivar-gin.0om•www.sulltvanangin.com 3) The datum used is NAVO '58, based on RTK GPS . bench mark. FEECTR Field.- WHK/C TR/JOD 20 0 10 20 40 80 4)Building dimensions have been provided by Architect DATE; April 2, 2019 i" 20' SCALE: - .Review: CTR/JOD Comp./Review: CTR/JOD and should be confirmed prior to construction. ' — ' Project:'.350036 'Project: 'Borbey ASSESSORS REF.: �� •• • - - Map 256,Parcel 001 - 1 12 Atlantic Avenue LLc c%-Mannheim Realty LLC 1 _ Paved OVERLAY DISTRICT: ' - °y�I a'ive 1 - - AP - Aquifer Protection District Frederick/a.Amold I Paved Drive i Paved Drive ,E FLOOD.ZONE: st . � Safi.tnl Edg.,f P91"�Ji i `>d r �w Zones VE Elee'14','AE Elev.. • ". IS' Ue = - 13, X:(0.2%Annual Chance) a PRSDAv TONE X(Min Flood Hazard) _ ' APRON w P ye / Community Panel No. _ . - (ao was war) ;.�3 f`� r -J'`�. %. 2 1. o.J2' do.da #25000f 0568 J' �^ Ed / �\ :� V �" � , /�� %. / ..� N85'0��, fi�Jne -July.16. 2014 .'. ®� I'65 w(p, Do'e f1 _ If.a / pOP05 `o — — LOCATION MAP: -�7•- - Min.Flood Naz.) - 2.4SP)•w y R DE. jaI 5' I'WEE .G auAq " MELHA Scale: 1"= 2000't I x( Zone •'.� PRO SEEP SEP s SHEET _ /�6'- - - FEMA once) / / -•® Annual x �2x. ZONE: 9.37 DIRECTIONS: RF-1 W '�;:�gDpd _ -i1� /r /' //✓/ oln�^1y J,2' once) Area (min.)87,-120 SF(RPOD) Mom,O=pp' I Dgeq SD I O^p /� t //``//O'",./,!! Lye't1 A,ro �A I I-./rr/. From Hyannis - Fallow Main Street to the West Frontage min 20' kf _ _ / / _ i 7./ ! 0 _ - ( 29 --°� e Y Y//r!!Y End Rotary, Take third exit onto Scudder Ave. g (min) eT rn d Je 0 S EI b.IS /' Continue on Scudder Avenue. Turn right onto {aa WAn�c �( Width (min) 125' �M' ./ �700'r'>•,� �.� J Ir I .q wA ! AE ♦ •/ I Setbacks: �.; Irving.Avenue, left.onto Hawthorne Avenue. and Utz off / fj'2pgislG- Sp +]� - / r // ( 'Gar Right onto Atlantic Avenue. Front 30' U/ _ SSfY�0YkU1NG.nt7N-- . r e' �23is on,the-left Side 15' �Iti^" D / / ./ --_ '! Rear IS' ' R �� U-- _ / pniiE'NE 32ot�aoo Inn" \\I\/ !. k IySTNG E� t � ADO p" — �6 , A r /!,� \;{ I REFERENCES: �q95PHALT ' TO BE'REMavED"--� xt/ /'/ I '!/l/J!Y`//!JJ Deed: C217309. n/f i R f .! !. ! _ .( 1 - Pion: LCP 113297-C JI Atlont Avenue LLC �' P OPOSED / T /.! �� c/o Park Agency Inc. . 1 R NFORCEO t , m' � /// .//i6 r '1:{ 1 \ f I Parch r ate. —�NRF i n x' 'L^' �. - End-of' /D fn'ed - '1 { \ \ '�1 rc _ 60RDs =Co tal Bonk'/ �./ ) \ \ \ \ '-4 r� \ �p APRON / -PROPOSED/ Y wat1P� \1\3 Cy �Iro /i Su h/ S MrPh rs \ SLAB. ly^y29.2 r• // �/T// i / / -- I. 1 1 Trustee on < septic ✓ % //.�/ / /�. \bl 1 I MaPne so Investment Trust ! Coastal Bank/L eM/Pi(//i/ Garage with I, f State kri Definition // //j /� / j -_----- Living Splice _ J 'Jt " ' l !/ /.r/ PR 0SEq'I.1ITIGATION"ilREA // •v. SEEyMMGATIO{J AREA' in Ui Deck �� / k I /' / Salt Marsh. { /] BUFFER ZONE CALCULATIONS 7 T(4 o f / I Tr.l.1 I {It Existing Existing ') \I 0-50': 50-100':- \Z- _ i/ 1 a h�/ l r l I ) / \ Garage = 473.SF Garage N/A Lott - � 1, Bid/Parch = 2,250 SF Bld/Porch = 633 SF Deck = 430 SF Deck = 73 SF / ��//�/ ✓�//f: ! _ Ff E-g Patio/Walls = N/A Patio'/Walls = 62 SF f4fev 13. - Drive = 1,I50SF Drive 439 SF Total 4;303 SF Total 1,207 SF z� / \ ys 4 _ _ fk ya,/7 %.(Min:Flood e/ _ �� i / - / - - /_ j f Proposed Proposed 14 / �. �' 0.50': 50 100' / �\ ,1 �/r � Garage = 733 SF Geroge =N/A \ _ 1 i_ Bid/.Porch 2,564 SF Bid/Parch 667.SF --lr �Molzo.. r.".� wat Area ., Deck = 398 SF- Deck = N/A 'Patio/Walls,= 1,107 Patio Walls = 240 SF V\ Drive.= N/A Drive = 440 SF Total = 4,802 SF Total = 1,127 SF (+499 SF) (-80 SF). Mitigation Required= 499 SF X 4 + -80 SF x 3= 1,756 SF Mitigation Provided= Z730 SF Stu eprr„eaR/ MITIGATION AREA NOTES / I 1 PNASF l:INIML TREATMENT . Goa \Ob,�% 1 •Pre-treatment of plants targeted farremoval:. Treatment methods ore 'determined by species w ' and ronmento/conditions Application methods may consist of basal bark;cut and treat-low- / foliar d \I1 I i. injection { Plant Management:Removal and treatment o/invalive and other I Ya \ \ permitted plants from the project site. where feasible,mechanically uproot targeted taboo using compact,.low Duna pressure ge vegetation g pac ground pr equipment with care,.leaving native sods in place..On steeper slopes o { I x / - �� roots are left in place to decay naturally Erosion control. Immediately seed any exposed or conditioned soils a ver wnd coith IGOR biodegradable erosion control blankets on sleeper / \ _J. - \\ slopes to facilitate rapid colorization of exposed sods PHASE 2:PLANTING RESTORATION . // /\ \ •sn .' \� a,'^' _ ^__-_, \� ..Plan[preparation.Plugs will be root pruned and prepared.with ill M '/ -' / 1l'$.°I W myco,h'zoe'/ungi inoculant and Planted with a granular fertilizer 'g\ - - containing organic amendments and beneficial bacteria.shrubs and ,(d9e W _- he 11'be planted with wgonic compost and fertilized with granular .I-$ Iertdrzer containing organic amendments,row—hized fungi and beneficial bacteria \�I / / /• /.'.. ,�� ` .•Installation: Shrubs and trees will.De.mulched within a nog to their drip drip line Disposal:Proper off-site disposal of debris from the project,access v W J / \ \ ✓' and work areas Coordination of t .The cost of o ten tian system is �\ d / i 9 temporary miga ys \•, _ _ Edg- d R - y e r not included \� ._ I lQ0 t[Roy F n - / ` _ 1 Temporary Broadcast irrigation as required. Y - at-? e ! - d- PLANT LIST: switchgrass Ponicum virgalum-200®2'Plugs Q'Vyginw.Rase Roso virginiano-23 0.2'gal containers -/ (D Beach Plum Prunus maritima-8 0 3 gat containers ,ado WaY) j% •E�I �/,^�y /\ // 3 ��-\ De Bay9erry-'Myrico 16 0 3 gal containers "` D Gethera-Oethro ulnifolia-17 0 3 gal containers //' 20 -Zj' g I y� { \ Q vm Highbush Blueberry,-Voccin corymbosum n 30 0 3 gal contoin \. SN __ -- > /. " - + \ - MONITORING/MAINTENANCE- / vvvi \ / \���' \ •Mitigation area shall be monitored monthly for the rmi.6 months AND ­: 5 H` . �� / (�r�l.�.,T}�(,\'/� v \ _ alter ory rain event in excess of 1',and semi--fly far 3 rea yeah L $� thefter. 'p '� - "%' -/ ./' \ ^\ •Invosrves treatment protocols shall be followeda required. era \ + / s Rose \� Failing Sh ing rubs h 11 b placed. \ \ _ \ _\_- --_ \ \ _ \`- \ • Band along the-bmR-of work may be maintained onnually'to prev prevent spreo0 of involives from below IP �. no 'Sedan ---- _---_- Edge . earn. LEGEND: CDT Cedor res \ \ \ \ \ \ HT Oe id,,ree \ I Or Deddaairs Tree ' CT Cartier—I'd. \ \ \Nan cket Sound -a,Utility Pais -E- Electric -G- Gas fil Wetland Flag \ Light Post EI WON . - - —OHW— Overhead Wires . - - - —25—.Elevation Contour/ Add Steet Setbacks' 061191201 - Rev. Add Water Main Line 511612019. TITLE - PREPARED BY: PREPARED FOR: - - NOTES: Site'Plan pppp��Tt Q Proposed Improvements: ' EIlglnlilAl In�St 1) The property line information shown was compiled from _ BW:Residential LLC available record nformot on: This plan is not to be usedJ m A4 /� for recordin ur oses or le al lot descr tions lS U � an Consulting,Inc:. 80 Reifsn der Rood g purposes i - i _ y 2) The topographic information:was obtained from on on 23 Atlantic Avenue 0iey.PA 19547 the ground survey performed on or between December 20, (505)428-33"•P.O.Box 659.711'Main Sleet,Ostezvllle,MA 02655 2018 and January 4, 2019.. Barnstable (Hyarinis.Pon) Mass. seci@SullMene4n.com•www.sulltvanengin.cam. 3) The datum used is NAM '85, based on RTK GPS bench mork.. r� Draft:' 'CTR Field:. WHK/CTR/JOD 20 0 -10 20, 40. 80 4)Building,dimensions have been provided by Architect DATE: - SCALE: Review: CTR/JOD. Comp./Review: CTR/JOD and should be confirmed prior to construction. April 2, 2019 1 20 Project: 380036 Project: Borbey 100' TIMBER STAIRS " 2-X.6'-MIN.DECKING(TYP.), J/4'MIN.SPACING DRY 4'-0^ - - - - - - . EXCEPT-FIBERGLASS GRARNC OVER 'EL. I03 - I28 SALT MARS/PROVIDING A MINIMUM OF.65R LIGHT PENETRATION ".X 4' - HAN RAIL(TYP.)Ef 16• J'J -Jr X 8'FOR .. RMBER RAMP ALL STRUCTURAL - . 4'X a•.MEMBERS . POST(TYP.)' - i. FOR 2. BOARDWALK .. CROSS BRACINGAS REQUIRED MA 2 //\\ M.H.W. BOARDWALK CROSS SECTION STAIRS&BOARDWALK PROFILE SCALE:1"=4' SCALE:1"=10' Ue �\ \\ Way) //A looBarra <, Atlan - - - -- y � \\ x29.6 .STONE APR N' STABIDZAnONOH yECNPfdC� B '� _•_-.-- \\ .. HOUSE&-CIE I-1/ // /r "� M CB ' .S1i5 Of'00'E T BE TpE BE INSP.EER '✓V:.'//I/ _, -- „1 / BY ENGIN 0•_ O/ \cb O CHAMBER- �>.� 3'. iYP.. /.ltO F /I. // .� i / 49:37. 6'�SE'0 - FWNOAnONNG �''' ' \\ N85'0l00'W _ /M.Ar PRrOIIPO 'WA BE.NSTED .fb —/ B only qg- \ OSTANK 4' TO.BY ENGINEER _ — C ✓'�/ ! eOefsNon I�(0.2R Ann"°One S Pam. � 'J' '. � � � / � /•, ,j/I � �i r// / // �/' AE LINNo ION - - �. D F � AT COVERED \\1P," - ON NEW SLID : 5 AODInON 1 F.F. EL.. 2.01 /,I r VIED PORCN - ADD Y ----- \ \ \ .\. 50' /• / // PRO OWADK \ ( /.. 'OQ"," �,/ ! �- I'� I PROPOSED /� o- � ON wP PROPOSED./. / -/ / \ •1. 1 `P [ LIMIT OF WORK `l �I \ '� WALL) '/�� / /',� i✓ -/ /` / ,/ / ✓ / / / \� i \ o PROPOSED. GARAGE SLAg.EL.26.25• r / - ;/ /�/ /O i s P(n i� ///!/./ // // // /' — 1.—_^ `�I�a�\ .I 1� 11 // / /SepticL-ch-Pit / /. ,TO BE Fop tal Bank .an ABANOONEO / 1 I / P,ROPOSEO'MITICARON'AREA� -- �111/N/ SE5'MITIG/ON ARA NOIcS H - \ '/ . PLAN VIEW.DETAIL SEPTIC NOTES - LLmarkwnfuwi�msa;waaa rki�P/m Am A„m..A�L.,a uHma, SCALE:1"=10' �Fini.n craee ' -Pnw to Any ExoraOm Fa Tha Pi°jwY dx Cunuocror9ha11 Maka .. .. -'� ��r+- �-+-'r, l `�' 4w.dx:Ro,uind N'°a'f mD,g�fi-88R.7N.733J/aM cmt%r J'.Max. �' _ - SWhvaO Filgm,cmg&Cuvulliµy ltt.IJOS-1=&J3N). Can acted Fill z Thec taRefa�mmsa„aa.gPPmatRePa�aF rows _ DESIGN DATA' 'VARIANCES P t rat., Agarcie Fa Cmstnxebn DeRrcO by ThePlan. Su-6 F "ty lhgCny J.7i1 RI Saheak-tS' a Fabric 7.WdemaSe"sr.L�m MPa Cma w'aurS�ptyLu'rea aoh Lme Shall MG b n"IIO , - HoPeno Lme SAS IRWW d- I.J•If"vidad- +• �/ Md/Or Becwwm,0.rcha.)5QPn anePWP !ShsaWWwTwNlo No calhase edam 'unmmsePda reak mRopuirtd 31'rovMM 19 _ - � /Bo Stop" . - aanre Wamn(ghloee la eeaaw.wamrLiae smll ea coaaaamaia- r ImnrFlow•6eP cvD cduem DRP..4asrewmd-4•m,.M.d - I Pea$ I eaammnm wim Macau wme.mdsw/bewnnwanoe. - uaa.lsgg cel s.Pri�r.nr cellamsA.s.la kequlme-rTroMw H-20314" Wi—CMRI. Tao&NOCMRIJ00 [mualBmkro SA.S JO'RegwM IT Pm�ffid' Stone -1 I/2 .. 4AMn�kmanarP•orcowru R.Nw,:dr uleonRxxialu LEACHING AREA �. LEACHING Da,ble waehee roraareaaahle 36°I Setbacks wamr lime CHAMBER i stone lAIl Snuwuro Runts TAce FeaaM Suh7sel tdOGPD/074(LTAR)'892SF'Raryimd -CJNSFowal ReNc Srgm Tank lOa RaWvee-Jtl Aov:ded. - - - 1"vehieularTsaar H.H-70Lmd�gl.lhe Engimers - JkvalAm-(75',76-57aS - Rarvmm�tlewn au,N-IRAMawbe llsM. - tlmmmAm-17 J'x 76')-S70 SF Caaaal Wnk DOoa 100'ReWved Jtl fl"nd.J , _ � 4 _10' _ 6.msWl N'rtanighr Rivsavd Ca-- .Widd16-anoLWb .&, Tma1Pm,ffi-SU45F(66s GPn) Cow+IRankbSA.S,IOa Reyuiratl-7TPmv6ded �. 7'-6' D_Seprc Ta MW.M owls Dlaa,am-1x *emroeer. - ARaovmmetaxm i.nm Is-r aanowaa/24-Caapan. :LEACHING CHAMBER DESIGN CROSS SECTION OF CHAMBER . _ 7Sap, Sys ,mbcl.VdIMm.garmduwa WiIEJIOCMR IJ.00&. - - .All Pipsm MSchNulc 40.Uso 4BCMR 1.00:T.fa Lama Rcvuxmemd Nc Tara afeueleMa S-JOp GaI.!<m:hiiW Chrnhm iak &AI�Pmmsmx mrvd SJ-x F IOdeei _ __ NOT TO SCALE - - 9.DBw ShJIHmaMinmlwn litide Dimensia0 of11',-a"da Minimum - ' . 10.Tile Se}amliw U'nanae Gnu-aa We Seryir TeK lolcv avd - - - QakvShvllhNolealhvntheLquMGW.h.Inln Tee Stoll ExtrM F.I. I .Minimum"f10'Bclowde Fbwlirc.awh rm Sbdl EamM 14- • - See Note 6'(t)p.) IS' ''eelw Ur Ft-Liao,and Shwi he Eq in,. M.0aslWOc. F.G.EL.30•-•Final Foundation Gradin io.6. - F.D. Min. mo Ith andscape Plan - Rsquires Flow Eq.li— - �1'Stabili7atlon EL.272 :f As Required Insfaller To Conti—Prior EL. I500 Callon To Any Work - Septic Tank 75 - To,EL 2700 . - - -H-20 Regvned H_20 . (See Note 5). .. 0-8ox 'S0 - - 0 H-20 Leaching T B Installed 0, I -Chamber �1-a61 �'-Bose Rot.EL'24.00 it E c...testi,Rem ve&Re l.c - - InsPecfian Pat, Po &BPfINs :.Ali-Unsuitable-Sods-Within.5':Of as Per Bile 5 ine Outer:Pnimeter of The.System DEVELOPED.PROFILE OF SYSTEM EL 2 . - - Groundwater NOT.TO SCALE Per T.O.B:Standard TITLE: - PREPARED BY. PREPARED FOR .NOTES: Site.Plan Details Sheet Pj 71 11pp}1i11 Q 1) The property line information shown was compiled from l {S 4 SU ivan. Engi ec 11g& BW-Residentiol-LLC available record-information. This plan is not to be usedA` - .1 Consulting,Ineo for recording purposes or legal lot descriptions ft 80 Reif,, der Road }/ 2) The topographic.in/armohon was obtained.from an on 23 Atlantic Avenue Oley PA i 9547' the ground survey performed on or,between December 20, (508)428-3344 PA Box 659.711 Main Street,Osttwtlle,MA 02655� � - - - 2018-and January 4;.2019. O BamStable (Hyannis Port) Mass. seciC&tlltvanengirLoom•www.suiliva"n.com 3) The datum used is NAVD"88, based on'RTK GPS bench murk. Draft: CTR 'Field: WHK/CTR/JOD 20 0 10 2a 40 BD 4)Building dimensions have been provided by Architect DAI SCALE:- � Review: CTR/JOD - Comp./Review: 'CTR/JOD and should.be confirmed prior.to construction. �April 2, 2019 AS Noted Project: 380036 Project: Borbey LLJ A.1) A200 � g r1:f 7•,B, A200 p 7 (� / 7 D B 1 LEACHING PLANS CHAMBER.FOR SEE D E 15 I CIVIL ENG. (A 2) SEPTIC DESIGN,DETAILS ry.,. A310 AND NOTES- sJ�, DEPOT AVENUE / >• FALMOUTH,MA 02540 S 0 / !'. °.7-61tH"WST.FRM.VIF _ _ _ S•1P WSf.VI 23-612'WSTFRM:VI T•11t-WST: M.VIF • 5 8 54 9 ^' .\•` _ zs,J 'Ry 217 �12' TUFFAFDRIXTSWATERPROOFNG FAX 48-2552 b. 1.`2 / / - �' - AND PROTECTION BOARD - L i o- i / T GE .aT 'na0'narchilects.com -S J 1••�'�= 'narchitects. om I c J I� `fit:~�•:'!::y /. •� :'. --, _ .'it EE. OT�WOS,FOR , - •;�.. ATIb•'ANUF TING.DETIiIL• TUFFN-0RIXTSWATERPROOFlNG D N-. ,OA to. U, „•.. AND ;r• - - --- - - D - �? I :1N{U. TI - - - — - - - - :SHOWER_ 'AN LE @— b STORAG 2 s � I , z .. ---KITCHENfi 1 fj N t. , �- -- _. -..-. .1.�.�-max__:__ .-.�,. ... :.,.;•...,:'• y - 1: - 1 ' a r. ..- SPA 3. 1n �MECH.RM ..--;."'_z•1o1rra12 a.a' 1ir--- ,b _s1re'..--.'12--s-o1re^- si2'-..••-_-. sre"----312.--:�,r:o-1B s12' . s2'-a7m' . . - - - ELEV. MECHANICAL - t a m f C CONC,RETAINING WINDOW WELL .:y _`�..-.P_-•'_n._p 1 ..— __--_--�- --� __-- SEE STRUCT.DRAWINGS. CL # c -WORKSPAC-E/STORAGE- — - - NOTE:. . . = L� ER LEVELS -- U SEE STRUCT.DINGS FOR -- - - 3 8 FOUNDATION AND FOOTING DETAILS AND TOP OF WALL'INFORMATION. ' 3 r 1012' S 1 I A204 y' LAUNDRY - b CRAWL SPACE. T RINSE RINSE 111 1 — I � t F e o- b .12a•01/P. T•9' 6'-01/P. 7-1012: 1? T-612'.a12 T-61JP 1'-831P -6-25R' 6'-912' 5-45/6 O•J-`� T 7715" - LEGEND €O .. INDICATES EXISTING FACE OF FRAMING GRID UNE 1 1 INDICATES NEW FACE OF FRAMING GRID LINE S•01/P 15-33/P- 1'-9° 17+a51B°- 1'-9' 17•g5R° 1'-9" �. 4'-1316'. 1'-9"_ 10'•10115° 1'•9" 7-0316• 10° - .. NEW EXTERIOR WALL FRAMING.NEW FINISHES AND INSULATION . .. 57.5318"'.A .. �: .. .�7.91/6:.A.. I _ �I. . .t_ 06.09.19 PamA Set EXISTING EXTERIOR WALL FRAMING NEW FINISHES AND INSULATION - - •.. - BASEM SEMEN PLAN O NEW INTERIOR WALL FRAMING,NEW FINISHES ', `Y L ''_ vY'., '�'1 . 'k f{'. • � 'j r.?` { :4 4 �' - /A EXISTING INTERIOR WALL FRAMING,NEW FINISHES B' 2. . - FUTURE LANDSCAPE WALLS,Np *•}�� 1.4��-=1'-or �DIMENSION .. - -- � DIMENSION TO EX6TMG FRAMING/OPENING % - PROPOSED DIMENSION TO NEW FRAMING L _ . G(OPENING __ .lam 1 y,•1 jv ". ..,j _ _ - ccW ��r�i Ire` y © SMOKE ICO2 DETECTOR HARDWIRED TO PANELWDH - - iV f A 1 oo . BACKLP BA17ERY POWER _ /• _ 11lI, ,x11I Lu PORTE000HERE /y B•Zi• r?� O B I O �D. E 15 COLUMN (A.2) -I 7I.571B' 6'-10' I Y3'•812' 7-11 ye" DEPOT AVENUE I A20 _z / A310 I TH MA 02540 CENTER LINE OF It FALMOU ., DORMER WINDOWS ABOVE - � NIEH OF CE LINE i/ EXISTING ENTRANCE I CASEMENTWNDOW$ 508 548-0909 / - \\ XXU7•_ Z 01? 3'S 3'S EXISTING PORCH . F I __ _____I ______ ___ ___ __ _ ___________� --—TYP 1 - FAX 548-2552 - _ - - - ---- jno@jnarchitects.com O .. _ .. ^''t '•.' .._._�0� `.. �. ' - A � .,.- � � .I. I jnarchi}ects.com j( _ Po der Room _ EXISTING ROOF EXTERIOR FORTE J \i��? - .� _ I — �'— . HERE WALL/ - � �_ .�/ - ...", - Y•1112' 4' ?-111M Z•1112'. I. '^ OVER ABOVE 1 I � A �{ I ,g• �' _ --- --- --- ------ ----- I=ExstingPorch � I I \ 1, - }¢hen b l IT I r I EXISTING ST IR. \ I i l MOVED 10° e• j•7!/?,. ��� _ �. , l i 1, _ � i i l� 4! GAS FIREPLAC seine L•iw jm �- � I � i A20 Y —_ I f - CL -- W� 3.7 jj -- _ 1 NEW�BE�ARNG—! _ / 3 Existing Porch 1. U N l _ - --' -_`�—I p" _ - l �•...C-. 3T.712'. SEE STIRUC / 4: �, �, _ - •i •� wuL s r. 1 I _ ,4k1 ,f 3:8 Y , eye' SUPPORT COLUMN FOR I� �n+m C�.. .J- `'. �._ : I- � � SECOND FLOOR . _ CAMOEVERED BATiI� �/ _ I_ Deck Screen^I i Screen Porch __m � 2B'•0. EXTENTS OF EXISTING HOUSE. 77 { _ S Extended Porch.-� ( E O LEGEND o- -: - -' �-. j _ - , - r Hill - --= -- - --- ---' --- ----- INDICATESEXISTING FACE OF FRAMING GRID LINE .. 1'.ey6" '14-117/P' 1'•.4 .-41114 6° .5'-61C. .S.7-111/C ,..9 ?.71114'.S ..5'•6116. .6".7.t1114 'i'0� 4"1318" 1'-e� 10-10118" ..1'-B' - 1Y-101/4' .. - - - �—INDICATES NEW FACE OF FRAMING GRID WIE - 1'•431r IZ-4y6"' 1'-4y - - .. .. . EXTENTS OF EXISTING HOUSE I 4vr I.: 30-03F. uc ae.w.,e Pemasa I NEW EXTERIOR WALLFRAMING,NEW FINISHES AND INSULATION T SWING EXTERIOR WALL FRAMING,NEW FINISHES AND INSULATION � 1. .. .. I � - ( I � 'FIRM FLOOR PLAN AO I (C.2) � OO NEW INTERIOR WALLFRAMNG NEW FINISHES EXISTING INFERIOR WALL FRAMING,NEW FNISHES per— DIMENSION TO EWNG FIR AMING/OPENNG, - - - S. L N�—�C MENSM DIMENSION TO NEW FRAMNG/OPENING _ 1 '�\ l f � .J 1•� / • O ® SMOKE 1002 ERECTOR HARDWIRED TO PANEL WITH BACN•UP BATTERY POWER .. . / A200 �•, ^ 2 O B l C D. E 15 (A.2) DEPOT AVENUE n2ol 22-57re° s•1b' 23-eim 7'•11 ys„ h / FALMOUTH,MA 02540 - I I ' y _rr.r ,r��_.,Y N_/,/j_\•`i'`t-�h��.`..�`.`.•.�.\/r`,J m.- ..- �tIIr 3�17•./-sI-7'—re.I"�_-.zP•oryn®O-1�2IP ;I 3 1�3I'1.a�_'_ -S._J1 i�1 Q 171 1.zz1 1-/tt_rti_'r.._la l—_z-f tr..', N�_,5 172'�5�,.�-n�OT_2r�a A 1 o_3 w_1_Ila0 jICkrd7Ij1 I�—�zi�-'- -3-I 3J Tr4� e-A:I /7-�7z1'�-1 iIT7'1�2 -P 3-'•z1-1.n1 2 1' LIIII : .� -- —Pe•. - - f - \ lWna�EIr�5.h4,8itJ-e0c 9. }0s9 o FAX 548-2552 jno@jnarchit 7 _____ ______ ______ _____ ______ _____ 331 Bedroom-3 Master Sitting ELEV. " Master Bedroom 4 1112 Bathroo _ _____ _______ _____ ------- Maser ath Bedroo 2 Dressing - I1e ----I r _ _ 3a ___ _ 111 m2 j - — - - - — 1rz, z-1r LEGEND B=TES EATG FACE OF FRA"GRIDLPE INDICATESNEWFACE OFFRNMP GRID LINE 18.09.19 PmASet lENEXIEPoOR WALL FRAMING,FEWFPSHES ANDR5UA710N EMSTRIG EXTERIOR WALL FRAMN,NEWFMSHES AND NULATION SECOND FLOOR PLAN MEWWERK)R WALL FNMG.FEWFMIES .O p. 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NtJA =?m m 21 x - - Z -3-01. .1U:E. - 9-P' 6.7 8.4314°' FEW WD EASE OF VT - EA TM.ASIS EnS M.ASIS Hurricane Hall z A U a x � W � o � z N _ < n m N. v m- c� Hyannis Port, MA 3 o O n N o A • 3 0 - r— LU WINDOW SPECIFICATIONS wnd"wsmedlk Exterior Finish/Color. Mahogany IPrimed Unit Dimensions RoughDimensiohs Interior Finish lColor Mahogany/Pn'med Type Mark Manufacturer Type Descripbon Frame Width Frame Height Rough Width Rough Height Comment ImpacwGlassT -Glarin IGt''LowE3wlAron • m act Gazing NO A Custom Double Hung 3'-8" 6'-3" 3'_g" 6-3518" Casin -MateealIFiinish Mahogany/Primed. B Custom Double Hung T.101, 5'-2" 7-111r2" 5-25I8" Exterior Casing Profile See Details 15 C Custom Double Hung 3'-11- 4'-2" 4'-O" V-2518" D.H.BedroomEgress,verify min.20"x24"dear opening Window Hardware-Finish TBD IF- Custom Doubt Hung 2'•10117 4'-7' 7-111T 4'-2Sal Window Hardware-Type Casement TBD. E Custom Double Hung 3"'•4 T. T-5 3'-9518" WiindowHardware•T Double Hun TBD' DEPOT AVENUE F Custom Casement 7-41/2" 2 Window Internal Hardware Finish s.s.if coastal. Stainless Steel -51@ G Custom Casement 2'•101R" 4',Z' Z.-11 IT. V-2 518" Window Balance system Double Hun Concealed H Custom Casement 3'.4" T-9". 3'-5', T-95/8 Casement'Bid raon Egress window with faux double hung check red Window Screens Framer-l/ColollColor Mahogany/eroass Mesh./ harroal FALMOUTH,MA 02540 1 Custom Casement 2'-10 /? 22'-51/7 2'-111r4" 7.6118" Window Screens Screens-MateriallColor VV'SDLMS.hadoWBar J Custom Casement 2'-11/7 2'-4" 7-2117 7-4SM" InterMuiriorGa Con,seedetails Bar K Custom Casement 7.4" 7--" 2'-5" 7.45/8" Exterior Profile Con, 508548-0909 EzteridrGlazin Profile Putty L. Custom Round Fixed 7.0 2'-IT, 2'-1" 7.1" Jamb/Frame Dept See detait Perimeter Bar Finish(verify wlfinalwindowfinish Weather Strip Color Tgp FAX548-2552 NFRC For Mechanical En'near U-Factor TBD WINDOW NOTES: SHGC TBD 1.ALL WINDOW ROs MUST BE VERIFIED BY CONTRACTOR PRIOR TO FRAMING, - VT - TBD. 2.SEE ELEVATIONS BELOW FOR NUMBER AND CONFIGURATION OF LTIES. 3.EXTENSION JAMBS TO BE PROVIDED BY CONTRACTOR 4.ALL WINDOWS SHOWN DEPICT EXTERIOR VIEWS 5.ALL OPERABLE UNITS TO HAVE FULL SCREENS. inoOlnOFcnarchiiects.co .COm s.com 6.PROVIDE TEMPERED GLASS AT ALL LOCATIONS AS REQUIRED BY BUILDING CODE 7.ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH OPENING UMITNG HARDWARE WHERE REQUIRED BY CODE - -- B.PROVIDE EXTENSION FRAME AND SILL KITS FOR ALL DOORS AS NECESSARY SO DOORS ARE CAPABLE OF 180 SWNG - g.ALL BEDROOM WINDOWS TO BE VERIFIED FOR EGRESS SEE OPENINGS PER CODE=MIN.CLEAR OPNG 201x 24" � - 1 -ILIL ti ti Z.IE 0 O c E 4 O O D � 2 CZ- O DOUBLE HUNG.WINDOWS 1 I znolr a-r , I 7-101c , z 4, aeosls Pamasa ti IF - . I - 07,30,19- W9idw P.kipIFC 05.28.19, WinY�w Reaw•L.H. A WINDOW SCHEDULE CASEMENT if FIXED WINDOWS t v As indicated w .. _ A600 da- STRUCTURAL GENERAL MOMWOOD FRAMING NOTES -STRUCTURALSTEELNOTES 1.STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DESIGN PLANS BY"DILL NEUBAUER ARCHITECTS'AND SHALL CONFORM TO 1.FRAMING EE LUMBET'DESI NSHALLLIESCONFORM 70 CONSHE TEST RUCTION',L OF TEST E EDITION. MAXIMUM MOISTURE C SPECIFICATION S FOR WOOD CONSTRUCTION',AND O STRUCTURAL STFIED:0 LED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNA7KINS,UNLESS THE PROJECT SPECIFICATIONS.INCLUDING THE FOLLOWING GOVERNING STANDARDS: SUPPLEMENT'DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 18%. OTHERWISE SPECIFIED: COASTAL A.THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS(IRC-2015)WITH 780 CMR 51.00:MASSACHUSE7TS STATE BUILDING AGAINST CONCRETE OR MASONRY(SILLS.PLATES,ETC.)SHALL 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGNRY ALL BE PRESSURE TREATED ASTM A38 ANGLES,CHANNELS,PLATES AND MISC. TAL FRAMING MEMBERS, CODE,NINTH EDITION,RESIDENTIAL VOLUME AMENDMENTS. - WITH ACO PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. (MINIMUM YIELD STRENGTH FY=38,000 PSp, engineering CO, 1 � 3.CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACO PRESSUE TREATED LUMBER SHALL BE STAINLESS STEEL ASTM A992 OR A572 WIDE FLANGE BEAM SHAPES ��'IM1i-arS B.AISC SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. (MINIMUM YIELD STRENGTH FY-50,000 PSI). 5az U.P maassdmo F C.ACI*BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-05) 4.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ASTM A325 BOLTS USED FOR CONNECTING STRUCTURAL STEEL MEMBERS. D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS DIA) 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY ASTM F1554 GR.55 ANCHOR BOLTS.STRAIGHT.GALVANIZED(EXCEPT WHERE NOTED) m E.AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS-. A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: ASTM F1554 GR 105 ANCHOR BOLTS,STRAIGHT,GALVANIZED(WHERE NOTED) F.THE TIMBER CONSTRUCTION MANUAL 4TH EDITION,'AMERICAN FOREST&PAPER ASSOCIATION. DIMENSIONAL LUMBER ASTM A307 GR.."A' LAG SCREWS AND BOLTS CONNECTING WOOD MEMBERS. G.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION. FOR EXPOSED PRESSURE TREATED MEMBERS' ASTM A500 OR."B" SQUARE TUBULAR SECTIONS 2.CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE AND APPLICABLE PRODUCT AND DESIGN STANDARDS. (MINIMUM YIELD STRENGTH FY-4B4OD0 PSI). ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE -FLOOR FRAMING AND BEAMS 02 SOUTHERN YELLOW PINE REOUIREMENTS. FB-800 PSI,E-IAE6 PSI ASTM AS00 GR.'93"OR GR."C' ROUND TUBE SECTIONS - (MINIMUM YIELD STRENGTH FY=42,000 PSq. ) 3.THE CONTRACTOR 6NALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS -STUDS 02 SOUTHERN YELLOW PINE SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY FC-1.400 PSI,E-1.4E6 PSI 2.STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC SPECIFICATIONS WORK FOR DESIGN,FABRICATION AND ERECTION OF STRUCTURAL.STEEL FOR BUILDINGS. TIMBERS AND POSTE(NOT PILES)02 SOUTHERN YELLOW PINE 4.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL EXAMINE THE (5X5 AND LARGER) FC-525 PSI,Ell 1.2E6 PSI - 3.FOR HIGH STRENGTH BOLTS.HARDENED WASHERS SHALL BE PROVIDED AGAINST THE ELEMENT(HEAD OR NUT)BEING TURNED. ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS IN ALL INSTANCES.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND , LOCATION OF OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEERS FOR NON-EXPOSED MEMBERS- 4.WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(A.W.S.).SHOP AND FIELD WELDS 0 IMMEDIATE ATTENTION FOR REVIEW. SHALL BE MADE BY CERTIFIED WELDERS.-FLOOR JOISTS BEAMS 01 SPRUCE PINE FIR w = 6.DESIGN VERTICAL LIVE LOADS: FB 875 PSI,E=i.aEB PSI 5.ELECTRODES FOR FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 70).WELDS NOT SHOWN SHALL BE AIMS ROOF: - MINIMUM. -GROUND SNOW LOAD:25 PSF -STUDS 42 SPRUCE PINE FIR _ FC-1150 PSI.E-1AE6 PSI S.SPLICING STRUCTURAL MEMBERS,WHERE NOT DETAILED ON THE DRAWINGS,IS PROHIBITED. FIRST FLOOR: -TIMBERS AND POSTS #2 SPRUCE PINE FIR 7.STEEL SHALL HAVE TWO COATS OF RUST-INHIBITIVE PRIMER PAINT.TOUCH UP WELDS,SCRATCHES OR SCRAPES IN PAINT AFTER SLEEPING AREAS: -RESIDENTIAL PS30 PSF (F - 5X5&LARGER) FC-500 PSI,E=1.OE6 PSI, ERECTION.STEEL FABRICATOR SHALL COORDINATE PRIMER COMPATIBILITY WITH THE ARCHITECT FOR FIELD APPLICATION OF FINISH - - - PAINTS. 6.DESIGN LATERAL LOADS: ('DESIGN VALUES ADJUSTED ONLY BY CM) - - WIND LOAD: ('DESIGN VALUES NOT ADJUSTED) S.TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED. -EXPOSURE-D -WIND SPEED(ULTIMATE):140 MPH - 9.EMBEDDED ANCHOR BOLTS AND ASSOCIATED HARDWARE SHALL BE HOT-DIPPED GALVANIZED. 6.DETAILS Of WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL 7.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. DESIGN SPECIFICATION,THE TIMBER CONSTRUCTION MANUAL,THE.WOOD FRAMED CONSTRUCTION MANUAL AND ARCHITECTURAL GRAPHICS STANDARD BY RAMSEYB SLEEPER. - 8.THE FOLLOWING ASSUMED SOIL PROPERTIES HAVE BEEN USED FOR THE FOUNDATION -UNIT WEIGHT OF SOIL: 120 PCF 7.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 114'CLEAR BELOW THE TOP -SOIL BEARING CAPACITY: 0.250 TONSISF OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. - - -ULTIMATE FRICTION FACTOR: 045 - - - 8.USE DOUBLE TRIMMERS AND HEADERS ATTLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. -MINIMUM SUBGRADE MODULUS: 750 PCF � - - . 9.WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS.PRESENT IN 9.LAP PLATES AND SILLS AT CORNERS.WRITING TO THE ARCHITECT,ALL CONFLICTS BETWEEN THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES AND REGULATIONS,FOR RESOLUTION BEFORE COMMENCING THE WORK - - - 10.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES,GRADES,GRADING AGENCY,TYPE OF PRESSURE TREATMENT,MANUFACTURE DATA,AND _ CERTIFICATIONS TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ORDERING ANY MATERIALS. - . -TEMPORARY JACKING AND SHORING - 11.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAAA HANGERSYMEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR SEAL - BEAMS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. - 1NOF 1.THE CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL SUPPORT OR SHORING,AS REQUIRED.70 INSTALL FOUNDATIONS FRAMING WORK - AS SHOWN ON THE DRAWINGS. 12.NAILS,FASTENERS.AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.CONNECTORS AND FASTENERS WHICH ARE USED- � � �JOAI4HW WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL 2.NEW STRUCTURAL BEAMS AND JOISTS SHALL BE PLACED IN SUCH A MANNER TO TRANSFER ALL EXISTING LOADS TO THE FOUNDATION.TEMPORARY - JACKING AND SHORING OF THE EXISTING STRUCTURE IS REQUIRED TO RELIEVE ALL EXISTING APPLIED LOADS UNTIL NEW FOUNDATIONS AND 13.WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. .337T6 CONNECTIONS.HAVE BEEN COMPLETELY PLACED AND SECURED.JACKS MAY NOT BE RELIEVED,NOR SHORES REMOVED.UNTIL ALL NEW CONSTRUCTION WORK IS COMPLETE,THEREBY TRANSFERRING APPLIED LOADS TO NEW STRUCTURAL ELEMENTS. - 14.IN NO CASE SHALL JOISTS,BEAMS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED WITHOUT THE _ F`�s�oxnA EnO? WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. - 3.FOR PURPOSES OF TEMPORARY SUPPORT OF SHORING SYSTEMS PLACED UPON EXISTING GRADE AND SOILS,A MAXIMUM SOIL BEARING CAPACITY OF - - 60OPSF SHALL BEASSUMED. - - - CONCRETE NOTES IFOUNDATION AND SL ea ON GR DEI HELICAL PIER FOUNDATION _ 1.CONCRETE MATERIALS SHALL BE PLANT MIXED WITH APPROPRIATE ADDITIVES TO ACHIEVE SUFFICIENT FLOW OF MATERIAL AND SHALL INCLUDE 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL BUILDING CODE(ARC-15)WITH TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE AMMENMENTS PER MASSACHUSETTS STATE BUILDING 780-CMR,FOR THE LOCAL JURISDICTION. - - COMPRESSIVE STRENGTH,(Pc)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH THE LATEST ACI 318 SHALL BE AS FOLLOWS:CONCRETE WORK-4.000 PSI - - 2 HEUCAL PILES SHALL BE DESIGNED FOR LOADS AND LOAD COMBINATIONS GIVEN ON PLAN. W 2.THE MAXIMUM AGGREGATE SIZE SHALL BE 3W COURSE. - - 3.HELICAL PILE SYSTEM AND COMPONENTS SHALL BE RECONGNIZED BY ACC.THE MANUFACTURER SHALL HOLD CURRENT_ICGES ESR REPORT SHOWING COMPLIANCE WITH AC358 AND CURRENT INTERNATIONAL BUILDING CODE(IBC)ADOPTED BY THE LOCAL JURISDICTION. Z 3.THE MAXIMUM CONCRETE SLUMP AT TIME OF FINAL DEPOSIT SHALL BE 4".EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED TO 5%(+F 1%), - - - U) 0 _ PER ACI. - - 4,DIMENSIONS OF THE CENTRAL SHAFT AND THE NUMBER,SIZE,SPACING AND THICKNESS OF THE HELICAL BEARING PLATES SHALL BE DESIGNED AND - ui FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. - _ - Q V a '^ 4.MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE AT FINAL TIME OF FINAL DEPOSIT IN ACCORDANCE WITH THE - ` V) RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES.- - .. 6.PILE SHAFTS SHALL BE SELECTED TO SUSTAIN LATERAL AND AXIAL LOADS AS DESIGNATED ON PLANS,WITH DUE CONSIDERATION FOR BUCKLING IN THE - ,^ W (/) UPPER SOIL STRATA FROM LIMITED RESTRAINT PROVIDED BY SUBSOILS IN THE LIQUEFIED STATE DURING EXTREME STORM EVENTS. vJ 5.REINFORC WG STEEL SHALL BE NEW DEFORMED BARS,CONFORMING TO ASTM A616,GRADE 60,EXCEPT WHERE NOTED.RUSTED BARS WILL BE - _ ui U Q O IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. - 6.HELICAL PILE LEAD SECTIONS AND EXTENSIONS COULD CONSIST OF 13/B SQUARE SHAFTS,STEEL FOR HELICAL PILES SHALL BE NEW AND OF UNIFORM - QUALITY. - 6.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. - 7.HELICAL PILE LEAD SECTIONS COULD CONSIST OF S-10-12 HELIX CONFIGURATION _ J Q = Z 7.WELDED WARE FABRIC(W WF)SHALL BE NEW AND FREE FROM RUST.FABRIC SHALL CONFORM TO CRSI SPECIFICATIONS AND TO ASTM A185 WITH A 8.HELICAL PILES.EXTENSIONS.CAPS,CONNECTIONS,AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM Al63. W J MINIMUM TENSILE STRENGTH OF 70,000 PSI.REFER TO PLAN FOR SIZES. - W = Q 9.THE HELICAL PILE INSTALLATION EQUIPMENT SHALL BE CAPABLE OF ACHIEVING THE TORQUE NECESSARY TO INSTALL THE PILES TO THE DESIGN CAPACITY S.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE DESIGN EMBEDMENT,BE SUITABLE FOR THE ACCESS AND OVERHEAD LIMITATIONS,AND SHALL BE SUBJECT TO THE APPROVAL OF THE - Q w FOLLOWING MINIMUM CONCRETE COVER ARCHITECT. - W m > W FORMED SIDES OF SLABS,WALLS,AND FOOTINGS: 2" - - - SLABS:. 2"BELOW TOP SURFACE AND ABOVE BOTTOM SURFACE 10.THE MINIMUM EMBEDMENT OF EACH HELICAL PILE SHALL BE NO LESS THAN 15'-W,U.N.O. Z m Q Z CAST AGAINST EARTH: 3" - 11.THE CONTRACTOR SHALL CONTINUOUSLY MEASURE THE TORQUE APPLIED TO THE HELICAL FILES DURING INSTALLATION USING ACALIBRATED DIRECT Q Lu Z (� W 9.CONTINUOUS REINFORCEMENT SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM,UNLESS NOTED OTHERWISE. - TORQUE MONITOR ATTACHED TO THE HYDRAULIC INSTALLATION HEAD,A HYDRAULIC PRESSURE GAUGE CALIBRATED TO THE INSTALLATION TORQUE,OR AN APPROVED EQUIVALENT.INSTALLATION SHALL CONTINUE UNTIL THE MINIMUM EMBEDMENT DEPTH AND THE SPECIFIED TOROUE CORRESPONDING TO THE - �/ -J Z 10.LAP SPLICES IN W WF SHALL BE A MINIMUM OF ONE ANOA HALF MESH SPACES IN EACH DIRECTION. ULTIMATE CAPACITY ARE ACHIEVED. - 11.REINFORCING BARS MAY NOT BE WELDED. 12.MINIMUM AND MAXIMUM INSTALLATION TORQUES SHALL BE SPECIFIED BY THE HELICAL PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL. BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY,INCLUDING A SAFETY FACTOR OF 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT - F- 12.CONCRETE SHALL BE PROTECTED AGAINST FROST AND FREEZING UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS. - Q HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH CURRENT ACI CODE OF STANDARD PRACTICE T SPECIFICATIONS AND GUIDELINES. 13.HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED TO RESISTALL STRESSES INDUCED BY INSTALLATION. 2 co N 13.REINFORCING BARE SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER NO CIRCUMSTANCES SHALL 14.EXISTING CONDITIONS AND UNDERGROUND OBSTRUCTIONS SHALL BE CONFIRMED BY THE PILE INSTALLER.PROBING OR SCANNING MAY BE NECESSARY - HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. TO LOCATE UNDERGROUND OBSTRUCTIONS.REPORT ANY UNFORESEEN OBSTRUCTIONS TO THE STRUCTURAL ENGINEER. w 14.FORMS SHALL BE OILED PRIOR TO THEIR ERECTION.PETROLEUM BASED FORM OILS SHALL NOT BE USED IN ORDER TO AVOID ANY MATERIAL 15.LOCATIONS OF PILES SHALL NOT BE CHANGED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD(EOR).ADDITIONAL HELICAL. - 'O w COMPATIBILITY PROBLEMS WITH WATERPROOFING SYSTEMS ON CONCRETE SURFACES.REINFORCING BARS WHICH ARE COATED WITH FORM OIL OR PILES AND RE-DESIGN OF PILE CAP MAY BE REQUIRED IF OBSTRUCTIONS ARE ENCOUNTERED REQUIRING DEVIATION OR OFFSET FROM DESIGNATED i H ANY OTHER BOND BREAKING MATERIAL WILL BE REJECTED AND WILL REQUIRE REPLACEMENT AT NO ADDITIONAL COST TO THE OWNER. LOCATIONS: - - SCALE 15.CONCRETE MAY CONTAIN FLY-ASH OR SLAG.IF PROPOSED IN MIX DESIGN,EACH SHALL SATISFY ACI AND ASTM CURRENT REQUIREMENTS AND -16.THE INSTALLER SHALL RECORD THE FOLLOWING AND SUBMIT TO THE ENGINEER FOR EACH PILE: SPECIFICATIONS.SUBMIT MATERIAL DATA SHEETS AND ACI CERTIFICATIONS TO ENGINEER FOR REVIEW. - DRAWING FILE A,INSTALLATION DATE. . 18.ADDITION OF WATER TO CONCRETE MILES AT THE SITE IS NOT ALLOWED.SUCH CONCRETE SHALL BE IMMEDIATELY REJECTED,AND SHALL BE B.PILE MANUFACTURER. DATE 07=02019 REPLACED WITH NEW CONFORMING PRODUCT AT NO ADDITIONAL COST. C.INSTALLATION CONTRACTOR. D.IDENTIFICATION OF INSTALLATION EQUIPMENT. DRAWN BY 17.CONCRETE SHALL BE READI-MD(ED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116. E. MINIMUM ALLOWABLE INSTALLATION TORQUE. Author - 16.CHAIR BARS AND WIRE TYING FOR SECURE PLACEMENT AND POSITIONING OF REINFORCINGF. MAXIMUM ALLOWABLE INSTALLATION TORQUE. CHECKED BY FORCINO STEEL MUST BE PROVIDED.IN NO CASE SHALL BRICK, G.CENTRAL SHAFT DIAMETER OF EACH PILE. - JAB BLOCK,WOOD,OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED.MAXIMUM SPACING OF MESH SUPPORT CHAIRS SHALL BE 18"IN H.HELD(PLATE CONFIGURATION OF EACH PILE. EACH DIRECTION.CHAIRS,BAR SUPPORTS AND TIE WIRE SHALL BE NON-CORROSIVE PRODUCTS,HOT DIP GALVANIZED,STAINLESS STEEL PLASTIC I. ACTUAL TIP EMBEDMENT OF EACH PILE. COATED-TIP,OR OTHER CONFORMING MATERIALS. J. ACTUAL INSTALLATION TORQUE OF EACH PILES. - c K.ULTIMATE CAPACITY OF EACH PILE AS SPECIFIED BY MANUFACTURER. - 19.CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED W OR NEAR CONCRETE MIX L. ALLOWABLE CAPACITY OF EACH PILE AS SPECIFIED BY MANUFACTURER. 20.THE USE OF CONTROL JOINTS IN THE SLABS IS REQUIRED TO CONTROL CRACKING.SAW CUT CONTROL JOINTS IW WIDE TO A DEPTH OF 114 SLAB \ f O O THICKNESS WITHIN 48 HOURS OF CONCRETE PLACEMENT.AFTER CONCRETE HAS CURED,CLEAN AND PREPARE JOINTS AND FILL SOLID WITH"SIKADUR V 51 SL FLEXIBLE EPDXY CONTROL JOINT RESWP(SIKA CORP.)OR AN APPROVED EQUAL REINFORCING STEEL SHALL EXTEND CONTINUOUS THROUGH _ SLAB AT CONTROL JOINTS. - .g 21.PROVIDE AN UNDER-SLAB VAPOR BARRIER BENEATH SLABS.USE'STEGO WRAP 10 MIL SHEET VAPOR BARRIER'OR EQUIVALENT,UNLESS NOTED 1 OF 12 SHEETS OTHERWISE FRAMING PERMIT SET PROJECT Ho. 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T.O.SH=SEE PLAN =' ESIM FOR DETAIL OF FRAMMO IN p 1 1/401 718 LSL RIM BOARD SHEAR WALL PER SCHEDULE S-301 OPPOSITE DIRECTION O S � fu J FOR LEDGER A.B.PER PLAN _ 5302 DETAIL P WOOD FLOOR TRUSS PER PLAN (2)2x4 PLATES.BOTTOM PLATE IS P.T. (2)24 P.T.PLATES W/P.T.PLYWOOD LL SHIM PLATE 2 1/2' w (2)2x6 PLATES.BOTTOM EDGE NAILING PER SHEAR WALL - PORCH a PLATE IS P.T. SCHEDULE DECKING PER ARCHITECTURAL _ ELEVATED FLOOR PLATFORM O P.T.FLOOR FRAMING PER PLAN— 12"DIA A.B.®48'O.C.W/MIN BASEMENT T.O.W-SEE PLAN T.O.W.=SEE PLAN W EMBEDMENT OF B'INTO CONC. CRAWLSPACE PER PLAN COUNTERSINK INTO UPPER PLATE 12^DUA.AB. 48'O.C.W/MIN 1?DIA.AB.0 48.O.C.W/MIN T.O.SH.=SEE PLAN EMBEDMENT OF 6"INTO CONC, EMBEDMENT OF 6'INTO CONC. CONC.SLAB PER PLAN COUNTERSINK INTO UPPER PLATE COUNTERSINK INTO UPPER PLATE OLT.O.C.-SEE PLAN - (2)2x4 P.T.PLATES (2)2.4 PLATES.BOTTOM o 05 HORIZONTAL BARS®18.O.C. PLATE IS P.T. T.O.SH.=SEE PLAN q5 VERT.8 HORIZONTAL BARS W.P.MEMBRANE CRAWLSPACE YYY ®16"O.C. _ AB VERT.BAR®18"O.C. 0'-6'STEM 0'-7 W.P.MEMBRANE z (ALTERNATE W/LONG DOWEL BAR) BASEMENT CONC.SLAB PER PLAN ATOP R.B. \ SEAL INSULATION,VAPOR BARRIER;AND 0'-4•SHELF CRUSHED COMPACTED FILL 05 DOWEL BAR®16"O.C.MIN 2'6' M�4ao_ SPLICE TO VERTICAL BAR ��-°t• 12"JOINT FILLER TOPPED OFF A. W.P.MEMBRANE - ;.,'e.•d W/FLEXIBLE JOINT SEALANT _ A � ��sr +? BASEMENT 33� PITCHED CONC.SLAB PER PLAN ATOP ¢ R.B.INSULATION.VAPOR BARRIER,AND 4Pp.e EP1't'�W 45 VERT.BARS Q 16'O.C. TOT, PLAN CRUSHED COMPACTED FILL A9s.pNxl c� ELEVATED FLOOR PLATFORM PER PLAN - PRCH 05 HORIZONTAL BARS 18'O.C. a `�'^ �'--,="`T„=-'=•, � � �.•:� � 12'JOINT FILLER TOPPED OFF W/FLEXIBLE JOINT SEALANT 06LONG DOWEL BAR®18"O.C. •` .o "-' _ (ALTERNATE W/SHORT DOWEL BAR) (3)p5 CONT.BARS ^•• t MIN W-Cr SPLICE L�uI1 - 04 TRANSVERSE BAR®1S-O.C. O T.O.F.=SEE PLAN p6 SHORT DOWEL BAR®18.O.C. p S4 TRANSVERSE BARS 18"O.C. Q _ (ALTERNATE W/LID DOWEL BAR) `° i 0' T 0• 0'-T O'•YCLR (3)I5 CONT.BARS w SHORT DOWEL BARS SHALL HAVE 2^CLR ACCEPTABLE PROOF-ROLLED MIN T-T SPLICE TO VERTICAL BAR - U SOILS _ 0, _ ACCEPTABLE PROOF-ROLLEDSOILS L '..:.a CRAWLSPACE CONC.SLAB PER PLAN ATOP R.B. INSULATION,VAPOR BARRIER,AND m S 0'-7" 0' o• 0'-7' F W LQ� CRUSHED COMPACTED FILL H p HELICAL PILE PER PLAN - 0'-7'CLR L j Lu 12•JOINT FILLER TOPPED OFF "^tk—� N - HELICAL PILE PER PLAN •n/• U Q Q W/FLEXIBLE JOINT SEALANT LL T.O.F.=SEE PLAN OC J LL Z (7)05 CONT.BARS TQ W O (4)AT HEEL AND(3)AT TOE - - 2D Z ` Q W 1— CB TRANSVERSE BAR®12.O.C. W m Q Z Q Z Q Z W o ACCEPTABLE PROOF-ROLLED 3 0" 1 2' 0• .. - N J Z O SOILS HEEL L TOE E 10"SHELF:FDN WALL LLLL B'•0" SCALE:3.14 m 1'-0• 0) HELICAL PILE PER PLAN - SISTER STUDS W12A®EVERY - � 04 STUD,OR,B"G.D.,MIN z n 10"SHELF FDN WALL @ PORCH - o NEW INSULATED SHEATHING 1 PER ARCHITECTURAL ul SMB - 3/4*-V-T REPAIR AND RESHEATH EXISTING SHEAR-------— � WALL PER SHEAR WALL SCHEDULE DRAWING FILE REV 1 DATE NEW 3/4^INFILL SHEATHING FASTENED TO O7/3D2018 STUDS W/10d COMMON NAILS®3"O.C.ON DRAIN By . EDGES AND 12"O.C.IN FIELD.CONTINUE T.O.SUB=SEE PLAN Author SHEATHING TO BASEMENT WALL ' CHECKED By NEW FLOOR SHEATHING PER JAB DIAPHRAGM SCHEDULE # - n 12"RETAINING FDN WALL 1114XJI 718 LSL RIM BOARD SCALE:314•=1-0• FOR LEDGER J S-301 DETAIL S-302 SEE DETAIL E/S401 FOR FOUNDATION WOOD FLOOR TRUSS PER PLAN SI 10"SHELF FDN WALL - SIM 10 of 12 BHEETB \SaOy SCALE:Y4=,0' 'NOTFOR CONSTRUCnON' PRaEcr No. C7917900 U 1_ y r' a a z° 71 y F . 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(TYPICAL) m FROM TOP OF FTO THRU CONST.JOINT NAJBMUM SPACING®26' ANCHORBOL7 ANo CONSTRUCTION JOINT NOLDOWN PER MAXIMUM SPACRIO®75',BUT NOT SCHEDULE ' T.O.W. PLAN WI1NM to OF ANY CORNER _ r.:•r (2)2z4 PLATES.BOTTOM PLATE IS P.T. 12-TYP. JOINT SEALANT(B.S.) FORM SLOT W/PRE-0ILED 12 3— •2 , T.O.SH=SEE PLAN INTERRUPT 100%OF TAPERED WOOD STRIP. T�J�\� HORIZ WALL REINF. REMOVE STRIPS FROM BOTH o O 1 1/4z11 7/S LSL RIM BOARD Y PVC WATERSTOP SIDES OF WALL AND FILL >> OWLS TO MATCH >a - OWLS TO MATCH ' �� G EXTERIOR SLOT Wl SIKAFLEX C v C HORIZ REINF. j-• 2C NS SEALANT.OR EQUAL MORIZ.REINF. 1y1 f. WOOD FLOOR TRUSS PER PLAN in - m NOTE' 1 s i. _ 1.VERTICAL BARS NOT SHOWING 2 2.8 PLATER.BO TTOM FOR O o cuRm PLATE 13 P.T. • 2.DO NOT l7ACKFILL MORE THAN •• � �. 4'-V ABOVE THE FOOTING UNTO. "�- PREMOLDED FOJ-ER RS z I. SLIP DOWELS FIRST FLOOR JOISTS S 12-DIN.A.B.®48"O.C.W/MIN FROM TOP OF FTG. Wl SLEEVES®1S- SHEATHING ARE INSTALLED. EMBEDMENT OF S'INTO CONC. COUNTERSINK INTO UPPER PLATE 0'_S-STEM - EXPANSION JOINT BETWEEN NEW WALLS CONTRACTION JOINT SLOT DETAIL (NO SCALE) CORNER INTERSECTION TYPICAL CORNER HOLDOWN WALL JOINT DETAILS n WALL INTERSECTION DETAILS SCALE:V4-n t'-0- r - S30 SCALE:34-=1'-0 _ k3OV SCALE:314-n 1'-0- I-AS BAR AT EACH 6IDE Of _ OPENING CENTERED ON WALL 145 LONG AT EACH CORNER AT MID-DEPTH OF SLAB SEAL OHN SAW CUT OR FORMED CONTROL JOINT-FILL W/FLEXIBLE EPDXY - - - No. FILLER(AS SPECIFIED) Y(T'P) SPECIFIED W WF 1Y MAX F98 ON.L E`°G� SAW CUT OR FORMED CONTROL z`�— - - 1Y MAX DIA.OR l- -JOINT•FILL Wl FLEX03LE EPDXY K• DBL OR - 2'•0'MIN SQUARE FILLER (AS SPECIFIED) - � � !���•�' SQUARE I VAPOR BARRIER CONTINUOUS 1 12'S1110 FORMED - KEYWAV•CEN7ERED.EXTEND SPECIFIED ��j o(���, 1 Inr) O R.B.INSULATION W WF W MINIMUM THROUGH JOINT.TO LAP lJJ\ 'r \.J U"W/ADJACENT SLAB MESH ' • ;-W � z- ,'�c' `--' ' �—SPECIFIED SUB BASE SPECFIED WWF• - NOTE: NOTE: - w J VAPOR BARRIER t - 1.)SAWCUT JOINTS ARE TO BE CUT ALL HOLES SHALL BE FORMED O c O WITHIN 48 HOURS OF CONCRETE OR CORED.IF CORED,ALL N - oOp000 �0 po� PLACEMENT. - - CORNERS OF SQUARE - Z LL . R.B.INSULATION WALLS OPENINGS SHALL BE CORED SLABS W � Q r - 2.)PROVIDE CONTRACTION JOINTS FIRST BEFORE SAWCUTRNG. - F- AT LOCATIONS AS INDICATED ON OVER CUTE ARE NOT ALLOWED - Q Q I SPECIFIED SUB BASE PLANS U) H Z Z SLAB CONSTRUCTION JOINT SLAB CONTRACTION JOINT nREINFORCING FOR OPENINGS IN WALUSLAB DETAILS w Y S• r p SCALE:314-=IT SCALE.34 /'-0- - 5-303 SCALE.,3(4'n 1'-V ' J Q = Q T LL GRADE - _. _ Ly Q LZ Z _\. BOTTOM Q W U O \ \ \ REINFORCEMENT /\ Z J BALANCE OF REINFORCING IN FOUNDA71ON V J NOT SHOWN FOR CLARITY WALL _ 1 ..�;` 1r , �•• GRADE _ .. N E 30 BAR CIA rn (TYPICAL) _ _ SCAIE 1 �.� �' •- DRAWING FOE 2 i+ DATE 07lJ0T2019 - - DRAWN BY AIld107 CHECKED BY JAB MIN " BOTTOM FOOTING b REINFORCEMENT(TYPICAL) 2'- - 2.6 S-303 n TYPICAL CONCRETE STEPPED WALL DETAIL SCALE:V4'=1'-P - 12 OF 12 SHEETS FRAMING PERM7r gET fu 'NOT FOR CONSTRUCTION' PROIECTNO C19179.00 { Or 2 � cn � ASSESSORS REF.: I Map 286, Parcel 001 �.. ; 12 Atlantic A/renee LLC < \ 1 c/o HanMekn Fedty LLC OVERLAY DISTRICT: n/f AP-Aquifer Protection District FmdmCk H.Amdd Pared an. flvfl I . Paved an.a 01 'E - FLOOD ZONE: I Zones W Elev. 14'. AE Elev. ' 'fi 1 �,,,,. 13, X(O.2R Annual Chance) OJ}� ,� j &X(Min Flood Hazard) , , Avenue , i% Community Panel No. 0 " / S ' ✓ 20.31 d, 125OOO1 0568 J ` '. ��d,vw,war) ' ao moo° ;' 1 �f,: ka-ne5•off• `�Id'�° Jury 16, zofa I + x \ tic / 'on.. Atlan ,f� 4 ao- - LOCATION MAP: \ A:Ho0 Fanca •�.pp'E r ,i /I !i' .-"48—,- __.. He \ Post jB9.oe lawn// j' !'cif�r -+a... .. FEMA Zo�anceJ Scale: I'=2OOO'f ZONE: 49.37' l.a.n '-� (/�•'/ i ./ I DIRECTIONS: RF-1 \ _ / 0.Sat I 1/l/�///� d Ba!'t` Y u1 Area(min.)87,120 SF(RPOD) 'x�•!oa o i / an From Hyannis-Follow Main Street to the West ..` M, •'/ �/ r /,�'De� ,2$An M e Frontage(min)20' `�. / EM-'Y j3 End Rotary, Take third exit onto Scudder Ave. Width (min) 125' elsv. I Continue on Scudder Avenue. Turn right onto Setbacks 923 Irving Avenue, left onto Hawthorne Avenue. and Right onto Atlantic Avenue. Front 30' fF 3-Sty. w// `a/ 1(,�,,///,�' I` °• 023 is on the left Side 15' T Dwelling Rear 15' ;6- o�k _ o.3a03 '^ % ,"/'' "'! /iI' ; /' REFERENCES: f .' - _ / , /.�% _ I Deed: C21739 ' Plan: LCP 113297-C JI Atlantic Avenue LLC C/o Pqt Agency M. is.Mdftenan IRMatee tar/ ' '�/;�;1. .�I I I Mmn«eoq mro,rm°nt r.t Gop [in UWnQ SO,. LEGEND: COT cedar r .i I ram/L..�:jjJ//.///,//, /I��;j�?; d of /• II :8 I 0 HTHdry I- -ty' or old...iree / /�rJ.�/, , , /// /I� r/ / I Q $ canm au,rme utal ♦-I" 1 I -E- Dacufc " / // ) / j../ gdt Ymeh -G- Cos N It- Wetland Flop Dpht Post 0 ca/DH - r —aHW— Owhsod wtree \?__ _ '/ '/' h•//iY" I�''� I /l // 1 1 Lot 2 I \ ( \ —29—Fl°wtron Cant- - I- d / / I I Mn MA�16I_j4 Wet Ar- uJa _ /ltc S.It hatch e urce8 / \ tol Plea st ,< \ /'// /\ \ kl �r� mot•,.,,,.P ;-I� �/ /� ._.__ _\J \ Oa s a d t� pS` (46 SO ohs .. _ 1 l \ �\ .../ ot B— \ \ fad ch- \ \ \ \Nan cket Sound . 77RE• Site Plan PREPARED BY.' PREPARED FOR: - - NOTES, Existing Conditions Engineering 1) The property line information shown was compiled from At SU11ivan �onsulting,In� BW Residential LLC available record information, This plan is not to be used m for l abl a record purposes ti legal lot descriptions m 80 Reifsnyder Road 2) The topographic information was obtained from an an ~ 23 Atlantic Avenue Oley,PA 195547 the ground survey performed on or between December 20, (508)42B-3344•P.O.Box 60.711 Main Street.Ostervift MA 02M 2078 and January 4,2019. Barnstable (Hyannis ft t) Mass. wd@suliNamuVn.com•WWW.st,llivanartiln.com 3)The datum used is NAw 'Ba based on R7K G135 Draft: CTR Field: WHK CTR JOD bench.mark. 20 0 10 20 40 80 4)Building dimensions have been provided by Architect DA 7E' April 2, 2019 SCALE., tN _ 20. Review: CTR/JOD Comp./Review: CTR/JOD and should be confirmed prior to construction. Project: 380036 1 Project: Barbey ASSESSORS REF.: y' Mop 286, Parcel 001 12 Ayontic Avenue LLC c%Alonrhekn Realty LLC /- `a f-re OVERLAY DISTRICT: :' S sH .. Fretlwie B.k R.Amdd W M.i AP-Aquifer Protection District 'Paved Ddw i 1 '\ Paved W. m1 ''--'-' FLOOD ZONE: w Zones VE Ele, 14', AE Elev. t •id 13. X(0.2x Annual Chance) ue I &X(Min Flood Hazard) "`• - �� r x ; ven Community Panel No. 02 # - 3 1250001 0568 J E*r '" �•r t' `" \ APRON E ,ggt7 .�j - 95'0�•0D drj�s�° July 16, 2014 T t M [at <^^ a WWo way) (0J •_1 tic ( , ,A,. ,. � o����-__ Ira . . . PR LOCATION MAP, �'t PS[Pnc DE Iz(FEMAZone.) Scale: l•=2000't PROPOOSEE00ETAIL5 ,f/; .m'r` /l .. _ �2a Annud Cnonce) a o So eu 0 / - �X ZONE: r - t _ EPaJD I ,f f 'J/! aLtl�*-nr1Y DIRECTIONS: aF-i ot•tp�x i pr O O y'r ' 'live•[� `� tm'ce) f From Hyannis-Follow Main Street to the West Fro°(min.)(min) 20'SF(RPOD) Da=in (p.T1t d e v/y!lf7�'y!!- to Frontage(min)20' rq EM 1. End Rotary, Take third exit onto Scudder Ave. width (min) 125' ydr ! 1Oo Ty O? I Continue on Scudder Avenue. Tum right onto 3 ��i // I , j Irving Avenue, left onto Howthome Avenue. and Setbacks: i FatROA DE f' // _ Front 5' 14 8 3"SI So !/> r ( Right onto Atlantic Avenue. Y 0 110W it •." Side 15' � >! '. ✓ ;;123 is on the left x1i": ��, 4 D•y11:YIID1 S 01�pinOl-4! /!// / - -g._. '/ I Rear 15' Ff•a� 1 '/ ' : I \ \// r' REFERENCES: 9 C .Y AggtnorL'4 6 r{ , ,./� /r I M1 T I �/ ro REuovEO ""{ 11�1 5a' 4444�Le/. !' )' m.,! h/)/�a(j�p.. -...I-.7.\ f,V. YJ Jft /L Deed: C217309 31 auo,tk Ala,ue uc "T,i v f ' P /I/; 1- t ..(/•f- Plan: LCP 113297-C c%Park Agency Inc , 1, NFP4CED /N^ ) �/// //! / j,,,tY •••^"'I" -,I .-,i•,• '• �NRF .� ,i � � �o '• EC'oF 'm�OslFiiad I I ` \ (1 \ - if i\� - �• "SroNE !P / i.- !'/ Cam r �" \• rc6� l � R c -�+� rr' ir.' r r� i .' /r.„". > � I I _ /r I � \'•� sue vy2`e.2 `./� ��rri�/ �_ /%r rrr'/ r _ /"� 1 I I 1 sueonsMrfherem Sdptk �'/r / r .• r Trusts- 1 \ r,�. ;•/>' /!�/� L'mdlrPie/ra/r MaPnwewl mw.tmw,t r,t , ' coastal Bank / Geroge rrth I \ .>tbta I. Dafnttion/r 'r r r r / r r i•� II Living space t yii/fi /f r /. •MInO4n0W'a1EA 'sE€wncAnolt AREA' -- > ue peak • .. y _ _-!I -r: r. 1 /( �l i / /�!!/ /! I - -$ ( r` i_-. -T•'/ .'t".�m$/1f�/1/'1/l rit/ lr 1�! I\` II _ I BUFFER ZONE CALCULATION S n Existing Existing -50} 50-1005/ Garage=473 SF Garage=N/A�� 'h '9 ! / Lot 2 ; tl Old/Porch =Z250 SF Bid, Porch =633 SF Deck= 430 SF Deck - rc SF �_ f _ qt'� Patio/Walls=N/A Patio/Walls = 62 SF r/`j lr / _ I I . r! 'UA 7P Drive= 1.150 SF Drive= 439 SF He. WE2�, 8j1q Total=.4.303 SF Total 1,207 SF z x(yri FlOpO Proposed Proposed FE _ / / � l I 0-50': 50-100': Y 7�16��4-"' _ J 1 _ �fec�l E�Ev 13'_ i _ /,. I r �g Garage= 733 SF Garo�e N/A /' !I',� -`! \I``I Bid/Porch=2,564 SF Bid Porch -667 SF _ Deck - 398 SF / J— I / wet a.aa j Patio Walls F 1,f07 Deck=NIA L. Jf51'Y}.� ! �� r/,! i \ / Patio/Walls=240 SF _. _ f •��.. \ I 1 i Drive=N/A Drive=440 SF 4,802 SF Total= Total= 1.127 SF • i 4 i „! •`I`..' I (+499 SF) (-80 SF) \ , I- Mitigation Required=499 SF X 4+ -80 SF x 3= 1,756 SF r / 084••(otlsq,4 \ ! / Mitigation Provided= Z730 SF iY>> I I Sell /\ / A \ v __----- I Bart7e1 Rp�1/j3. i I MITIGATION AREA NOTES 1 I �• ostol lied / \ \ 1 PHASE I:INITIAL TREATMENT j Coo Egtob/' 1 Pre-treatment of plants targeted for removal: Treatment methods are ication methods may coonsioto of Oork out and treat,.s4e and environmental hl-durne(folio, injection Plant Management-Removal and Treatment o/Nwslre ontl other Pwmltted plants from the pro*t vita Where W.V..mechanically uptarg�led awgeta�Mn u noffve is low,ground pressure 3 \ p place On steeper slopes \ .y D•" route ore left a place to decay naturally Eroefan contra:Immedhtaly seed any exposed or conditioned sale and cover with 100f biodegradable woskn contra blankets on steeper it -• \ slopes to 1oc0itote rapid colonization of exposed-0. PHASE 2:PlANTING RESTORATION L•Je - __ --+\^ Pont pnymotian:Plugs mill be root pruned and preparetl with Otd' Pd ,,�' mycanhime fungi inocvlont ontl planted rich a granular fwtglzw \ _ - '�$n containhi;organic amendments and boneficid bactwla Shrub.and trees ww be planted with organic compost and fertilized with granular ` I$=- Iwt=co.toink,g organic ommdmmt4 myawrnizae fungi and benefic,d batted. / \ // / / • t` I..tayatbn:Shru6a and bees will mulched within a ring to thsk ddP line \ \ - a and want areas /. oµ \ '\a, it ` /f Di Proper off-site disposal of debris from the project.occess - `gi^J� _ r D - Po"e -8M �\ / Coordination of kdgatlon: The cost of o temporary imgatbn system is Edo° Pa°d i �"' c / not Ndutled \ r..•--" '- _ lP°� N Ro P�a _z�k''/ (r Temporary Braadmst krigation as required. (Jl aft sal /" PIANTLIST: y POO H-r- IC�a _ v✓ /' Sritcrgrws-Pantwm.4gatum-200 O 2-Plugs -``' p vvgNio Ross-Rosa W e-Rosa go,lono-23 O 2 gal contatnoe Beach Plum-Rums marttfma-9 O 3 gal containers P Q 9ay6arry-My,n-16 O 3 gal containers J �� (w / Q Oath—-00h.dnifdto al ro 17 O 3 got ° / � (�� / 2zj! ^\ \ (E)Highbush%uebwry-Vaccinium curynbosum-30 O 3 gal containers t � / ` \ MONITORING MAINTENANCE / v Flo Pot/' \S(pa -%/ •• ^^^"' / \^^' H Mitigation woo shall be\ monitored monthly far the first 6 month.AND\ -\•\ aRw any rokr event in excm.of 1,and semi.—Ily for 3 yaan Lot B, 1 Cra.. � \ Inwsiws treatment protocols shall be followed as required Rose �` \ Falling Shrubs shay be replaced. / Y.A A 2'Bond along the limit of rwk may be maintained annually to pr ` r , \ �-" _ ,•.•e \ ven of Mwwws Irom blow. Prevent spread - \ \ LEGEND: p CDT an Tree 0Hr many r tree \ @ Or Dedda.ae r $cr c.nfi—r \ \ \Nan cket Sound 10,utkity Pae -E- Veatne \ -C- Gas 0- Wetland Flag * Light Post 1] CB/OH _ - ----CHw— Overhead Mr. —25— El—tion contour n t TITLE: Site Plan PREPARED BY.,. PREPARED FOR: NOTES: Proposed Improvements Engineering& 1) The property line information shown was compiled from 2 BW Residential LLC available record information. This plan is not to be used At lor ing purposes or legal lot record descriptions m Sullivan Consulting,Ina 80 Reifsnyder Road 2) The topographic information was obtained from on on ~ 23 Atlantic Avenue .ley PA 19547 the ground survey performed on or between December 20 (NO)428.3344•P,O,Box 659.711 Main Strait,OsWMII%MA 02M 2018 and January 4, 2019. Barnstable (Hyannis Port) Mass. ssctQst 11vinalgbuaom•wwwJutllty nsforiaom J) The datum used is NAVO '84 based on RTK CPS 20 O _ Draft: CTR Field: WHK/CTR/JOD bench mark. .. ^Q 0 10 - 20 40 80 4)Building dimensions have been provided by Architect W DATE.- April 2, 2019 SCALE., to = 20• Review: CTR/JOD I Comp./Review: CTR/JOD and should be confirmed prior to construction. Project: 380036 1 Project: Barbey 100, TIMBER STAIRS 2•x B•MIN.DECKING(T%), J/4'MIN.SPACING CRY {'_ EXCEPT-FIBERGLASS CRAINC OVER tL 10.3 - 128' SALT MARSH PROVIDING A Ya1MUM OF 65X UGHT PENETRATION •X 4- EL.T.J J•X B•FOR BER RAMP ALL STRUCTURAL {' {• MEMBERS POSTX(4 i K BOARDWAL f7RO1S BRAtlNC AS REWIREDNonni S: A BOARDWALK CROSS SECTION STAIRS& BOARDWALK PROFILE SCALE:1"=4' SCALE:I" 10' -rude ` /A Ed°o/Pave // //' 2u'�/ s- i Md i = Atlantic — - — �ad .� PROPOSED, 5TCHE APR / STA,01 A-&YECN / ,!/ EtJ1Ata B BETp E-Bi WSp�1ED ' EL•2g29 / roBFORN ,✓ �, H,. / _ O O�. - 41 s P / C /•- / J SAS I Her ! /!p .C, / /i .. .. -' - i-- 5013,TW. QfV.',� 19.37. Al fatJNDATIONNG A T /J J / /k� l \ TUBS'�WN \w/ _k'4y SEPpCO 'agEIN RD ,� 7 bl.P/y .J/J: - -Ea°" ��� /• s e)\ 1 TIANW /s { gT ENGIN 21t \ \ 1 / �• / ' ` J %Lake a°m I'X(a done a \ ♦♦ J' /.' s • J../��Dj d c•!'j` / AE Elev,11 ~ too' PRp _ 'H B r AlK J '"�' /`'�" I•"" ♦\ . UNG NIDEC D ! / ON NEW 5k CADDO`IEI ON'1 01 ON - i So. OSED ' —- ,�• ! Erg' P Pi H !! /! - i PRIrosEO ♦ � �. _.- --- --' STONE APRON r r j . � P'_yHl J� ='�.i�/'^ — � / f ! / / I I \ LUT OF ♦` — � � �S_1TALK— /rV ; ' .PR•'w w�V' _ ��— /-.-�— _ - Coat/ , / , ! 1 ! _ _ _ / � , , \ t' 1 ♦\ .�— _ _ / P ,�/ / — i PROPOSED.lt CAR SED I EL.26.2S Leod/IPit j \ / / J. J Coastal Bmd / ,kIBAND0l1ED j /' I• I I \ I F J J`State!Tan Dai1Nm/ % ,/.r r /• / / / // \ I !$7J0$fY / ✓.1 . ' / // / / J / />JJ / J,^/// SEE/YinaA RLW AREA 906 OOIC1 w / t /' • i' i , o! -%\ p1 «.QiO `•V�i _ I� T ( I I ! 1 1 PLAN VIEW DETAIL SEPTIC NOTES SCALE:7"=10' 1 Lomum ofUvli-'Sh' Thu Poo Arc Appm4 Al Lcau]Zllodss /—F5515 a'ad Ih DN nyF F Th Holm the ConrmcmrSM1all Make —F ry;;,t,- ,y +;IY de HcgwrNh'v.urmmDry Aak(I ANA 341 P_lJ)vndcmrmd SWhvm fnyimmag@CUm'Wlwgltt(SUB i281191) 9• •`mW'T- I"kl k=1=J, y(;,jyB,+rh- T�cm'.m"re DESIGN DATA VARIANCES compP-led FBI Futa R•gmsdlu Swme Apprvpmde Pwmu Flwv T'w' trie Sigyle FnmilY )IUL'AIRISZII:AIwimum Si'0ac'k Dil.-- wgmcie Fw Cmsmrniun lkfinMby ThUVbn. I.WAem'w Swsn Liras Alma Cross Walw SuPPiv Liras&uA Liras SAall r -58atleomo Qa IIUGPD Proprty Limm5..1.S.lU'R.puimi-I.SPmrMM Ana/a De C9mo Mu I`C4u'ISUPressure Pipn and Sball tr Warer TesrM ro NO GvhoAe Grinder L'ellwso Seplie idllk/U'Rryuired-l'PmritlN _-__ 1/B'-1/1- A. 'aunighmms.ln(kmral,Wum Limn Shall Ae Cmunm,ed in Total Oaily Flnw-fifiUGVD Cellarro D�Bu,lb Nryuircd-4'YrvvideJ � Poo Starve CUardimu'mW'iW N,mmis Wm'a,nMShillM wwsxvNavcc Usea IJW GaISepdc Taal' filler lu S.A.S.IU'R.yuiM-l'RoviJW H-20 iJ..AAwR cl MelV SmeislAumrkmmcummu4mrcdr aosTd(nUm9m?Wkcedmt NaDme-2{UI-iAsIOlRw ryLamlueid lbiwnel ll./usIrLd.isV rll rce oEmr Wpoimrcvnu'n: SBiodne nxmal lA-re?a(J-J 1'1+.J)'.fi.'1126''1=•JJJJJ US SFF TC(a'ww'u'U(nTll BBeulmnlks:ulorb y1UeA 3tl6uS0.4 J1Ib:WS R'ReyiuircdJ JW-Ta tPeridN J___�' ------!—.• WiANI.W-] LEACHING a-&.woxned 1 (LAREA CHAMBER on-•UC b —n,,(LT4R)'8Y15lRryirod C9sroInIW.Rquirc — n SU'Pm 6m1 a'wmiybr W".smWCUsm mWiskin e•a(Fwi.Netl Omde Toml RoviJN -""DID' Cwuml Ba'1 ru S.A.S IW'Rrywml-lT PrvviS4 T. y'_d•—� Ova Scgin Tantr Wcl and QWd 6Ba,mi Om l.mchwACdu»bw. AD. uemhemuimum lA'fm cwrcrerc mireMr lmn. LEACHING CHAMBER DESIGN CROSS SECTION OF CHAMBER • J.Srysir Sysummbe bsWledw AccoNamx WiWl1UCA1/1IJW@ All Piles to h•Sa'hedule 9U.Ua ' bB CMR I.W-].W Lurtos N•visimuW Mc'I'oxnu(ewnxmblc. 8-JW GaI.LencAwg CbamAn'wa B .f)IaMReyuLdwu-. LJ'xJ6'Doob/e1Vn>hwl NOT TO SCALE 8 All Pipim m 1p Sch 4U P\'C Smnc Ficldm SAoun. 9.!)Haa Shall--ABnwmm Aadr D—W.oft?,evda Mwimwn 10.The Scpnrwiaa Dukrcc Berwnn We Scprc iook bleu and 'Ouku SMII Ae Na Lax,rlm kLiquid Da A Inld Tccs Shall E.-d F El •Mwimum aflU'Bebwrhe Fbw LiM Owln Teen Shall EsleM li' See Nate 6(tom.) 15 Babw rAe Fbw Lin(,and SCdl Ae EguippN Widle GaseNle' F.0 EL JD•--Final F.ndation Grading To Be Am. oar ma andsrnpe Plan Flow Equal.— �I.Staea-ten EL.27.2 11� `As Required Installs to Canrnm Prior EL I500 coven To Any Work H5201iReTank 75 N-20 Toe FL.27.00 (See Not°5) D-Box 50 Leaching x TO as Installed On I� Chamber Stable C—pacte3 Use I �Fl aaa0 as • Inspection Por4 :-If Eneountaed-Rdnova-R Replace h 8.11.1 .Air Unsultable'Sells'W9thln"5'"af"' as Per Ttle 5 "TheOu(Lr"Pp-dd'e(er"dT"TI(e Sys["ern DEVELOPED PROFILE OF SYSTEM r G 2 Groundwater NOT TO SCALE Per T.O.B.StandaM ME' .Site Plan PREPARED BY: PREPARED FOR: NOTES. Details Sheet Engineering& 1) The property line information shown was compiled from, At BW Residential LLC available record information. This plan is not to be used SUI I van Consulting,Inn for Thetopographic recording ap c in or legal lot descriptions 80 Reifsnyder Road 2) That o ro hic information was obtained Irom an on ~ 23 Atlantic Avenue Oley PA 19547 the ground survey performed on or between December 20, (808)428-3M•POL Bat 659.711 Mein Sbmt,OstoMtK MA 02655 2018 and January 4, 2019. - W Barnstable (Hyannis Part) Mass. "clasuliNarmv(T.Com-1xwwAuitieetwortcom J) The datum used is NAw 'B8, based an RTK GPS p. ' I Droft: CTR Field: WHK/CTR/JOD Y0 .bench mark. • 0 10 20 40 e0 4)Building dimensions have been provided by Architect DA'EJ SCALE Review: CTR/JOD Comp./Review, CTR/JOD and should be confirmed prior to construction. April 2, 2019 As Noted Project: 380036 Project: Barbey STRUCTURAL GENERAL NOTES CONCRETE NOTES(FOUNDATION AND SLABS ON GRADE) HELICAL PIER FOUNDATION 1. STRUCTURAL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL DESIGN PLANS BY'JILL NEUBAUER ARCHITECTS'AND SHALL CONFORM TO THE PROJECT 1. CONCRETE MATERIALS SHALL BE PLANT MIXED WITH APPROPRIATE ADDITIVES TO ACHIEVE SUFFICIENT FLOW OF MATERIAL,AND SHALL INCLUDE SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS TYPE 1 OR.2 STRELANDNGTH. CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL LA AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE 1. HEUCAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL BUILDING CODE(IRC-15)WITH A THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS(IRC-2015)WITH 780 CMR 51.00: MASSACHUSETTS STATE BUILDING CODE, 4000RPSSIVE STRENGTH,(F'�)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH THE LATEST ACI 318 SHALL BE AS FOLLOWS: CONCRETE WORK- AMMENMENTS PER MASSACHUSETTS STATE BUILDING 780-CMR,FOR THE LOCAL JURISDICTION. NINTH EDITION,RESIDENTIAL VOLUME AMENDMENTS. /L ("�/L 8.AISC'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION. 2.THE MAXIMUM AGGREGATE SIZE SHALL BE�'COURSE. 2.HELICAL CI CAL PILES SHALL BE DESIGNED FOR LOADS AND LOAD COMBINATIONS VEN ON PLAN COASTAL . J L 3.THE MAXIMUM CONCRETE SLUMP AT TIME OF'FlNAL DEPOSIT SHALL BE 4'.EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED TO 596 + 3.HEUCAL PILE SYSTEM AND COMPONENTS SHALL BE RECONGNIZED BY ICC. THE MANUFACTURER SHALL HOLD A CURRENT ICC-ES ESR REPORT engineering CO. C.ACI'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.'(ACI 318-05) 1%).PER ACI. FINAL /- SHOWING COMPLIANCE WITH AC358 AND CURRENT INTERNATIONAL BUILDING CODE(IBC)ADOPTED BY THE LOCAL JURISDICTION, + ZliO v+nEem UMW MvnS W E 0Z653 4.DIMENSIONS OF THE CENTRAL SHAFT AND THE NUMBER,SIZE SPACING AND THICKNESS OF THE HEUCAL BEARING PLATES SHALL BE DESIGNED mg25pg5D p 50824.8700 D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS D1.1) 4. MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE HALL BE DONE AT FINAL TIME OF FINAL DEPOSIT IN ACCORDANCE WITH THE AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. E AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS'. 5.REINFORCING STEEL SHALL BE NEW DEFORMED BARS,CONFORMING TO ASTM A615, 5.PILE SHAFTS SHALL BE SELECTED TO SUSTAIN LATERAL AND AXIAL LOADS AS DESIGNATED ON PLANS.WITH DUE CONSIDERATION FOR BUCKLING F.THE TIMBER CONSTRUCTION MANUAL,47H EDITION,'AMERICAN FOREST&PAPER ASSOCIATION. IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. GRADE 60,EXCEPT WHERE NOTED.RUSTED BARS WILL BE IN THE UPPER SOIL STRATA FROM UMITED RESTRAINT PROVIDED BY SUB-SOILS IN THE LIQUEFIED STATE DURING EXTREME STORM EVENTS. a. G.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION. 6.DETAIUNG OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH AG PU8LICATION 315 AND CURRENT CRSI 6.HEUCAL PILE LEAD SECTIONS AND EXTENSIONS COULD CONSIST OF 13'y'SQUARE SHAFTS, STEEL FOR HELICAL PILES SHALL BE NEW AND OF SPECIFlCATIONS,LATEST EDITIONS. UNIFORM QUALITY. 2. CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE AND APPLICABLE PRODUCT AND DESIGN STANDARDS.ABSENCE OF 7 ,NEEDED WIRE FABRIC 7.HELICAL PILE LEAD SECTIONS COULD CONSIST OF 8-10-12 HELIX CONFIGURATION SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. (WWF)SHALL BE NEW AND FREE FROM RUST. FABRIC SHALL CONFORM TO CRSI SPECIFICATIONS AND TO ASTM A185 1WTH A MINIMUM TENSILE STRENGTH OF 70,000 PSI.REFER TO PLAN FOR SIZES. 8.HEUCAL PILES.EXTENSIONS CAPS,CONNECTIONS,AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. 3.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE ORAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 8.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE 9.THE HELICAL PILE INSTALLATION EQUIPMENT SHALL BE CAPABLE OF ACHIEVING THE TORQUE NECESSARY TO INSTALL THE.PILES TO THE DESIGN FOLLOWING MINIMUM CONCRETE COVER: CAPACITY AND TO THE DESIGN EMBEDMENT, BE SUITABLE FOR THE ACCESS AND OVERHEAD LIMITATIONS, AND SHALL BE SUBJECT TO THE 4.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL FORMED SIDES OF SLABS,WALLS.AND FOOTINGS: 2- APPROVAL OF THE ARCHITECT. AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS IN ALL INSTANCES.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF OPENINGS.ANY SLABS: 2'BELOW TOP SURFACE.AND ABOVE BOTTOM SURFACE DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. CAST AGAINST EARTH: 3- 10.THE MINIMUM EMBEDMENT OF EACH HELICAL PILE SHALL BE NO LESS THAN 15'-0-.U.N.O. 5.DESIGN VERTICAL LIVE LOADS: 9. CONTINUOUS REINFORCEMENT SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM,UNLESS NOTED OTHERWISE INSTALLATION CONTRACTOR SHALL CONTINUOUSLY MEASURE THE TORQUE APPLIED TO THE HEUCAL PILES DURING INSTALTION USING A CAUBRATED ROOF: DIRECT TORQUE MONITOR ATTACHED TO THE HYDRAUUC INSTALLATION HEAD.A HYDRAULIC PRESSURE GAUGE CALIBRATED TO THE INSTALLATION -GROUND SNOW LOAD:25 PSF 10. LAP SPLICES IN WWF SHALL BE A MINIMUM OF ONE AND A HALF MESH SPACES IN EACH DIRECTION. TORQUE. OR AN APPROVED EQUIVALENT. INSTALLATION SHALL CONTINUE UNTIL THE MINIMUM EMBEDMENT DEPTH AND THE SPECIFIED TORQUE CORRESPONDING TO THE ULTIMATE CAPACITY ARE ACHIEVED. FIRST FLOOR: 11.REINFORCING BARS MAY NOT BE WELDED. RESIDENTIAL:40 AS:30 PSF PSF 12. MINIMUM AND MAXIMUM INSTALLATION TORQUES SHALL BE SPECIFIED BY THE HEUCAL PILE MANUFACTURER. THE MINIMUM INSTALLATION SLEEPING AREAS - 12. CONCRETE SHALL BE PROTECTED AGAINST FROST AND FREEZING UNTIL PROJECT IS'COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY,INCLUDING A SAFETY FACTOR OF 2.THE MAXIMUM INSTALLATION p HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH CURRENT ACI CODE OF STANDARD PRACTICE TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS. y 8.DESIGN LATERAL LOADS:WIND LOAD: SPECIFICATIONS AND GUIDELINES 17. HEUCAL PILES SHALL BE DESIGNED AND MANUFACTURED TO RESIST ALL STRESSES INDUCED BY INSTALLATION. -IXPOSURE-D - 13. REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER NO CIRCUMSTANCES SHALL 1 WIND SPEED(ULTIMATE): 140 MPH HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. 14. EXISTING CONDITIONS AND UNDERGROUND OBSTRUCTIONS SHALL BE CONFIRMED BY THE PILE INSTALLER. PROBING OR SCANNING MAY BE NECESSARY TO LOCATE UNDERGROUND OBSTRUCTIONS.REPORT ANY UNFORESEEN OBSTRUCTIONS TO THE STRUCTURAL ENGINEER. 7.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHARGES THAT MAY AFFECT THE STRUCTURAL DESIGN. 14.FORMS SHALL BE OILED PRIOR TO THEIR ERECTION.PETROLEUM BASED FORM OILS SHALL NOT BE USED IN ORDER TO AVOID ANY MATERIAL 15. LOCATIONS OF PILES SHALL NOT BE CHANGED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD COMPATIBILITY PROBLEMS WITH WATERPROOFING SYSTEMS ON CONCRETE SURFACES.REINFORCING BARS WHICH ARE COATED WITH FORM OIL OR ANY HELICA LOCATIONS AND RE-DESIGN OF PILE CAP MAY BE REQUIRED IF OBSTRUCTIONS ARE ENCOUNTERED REQUIRING RECORD (ORROFA ADDITIONAL T FROM 8.THE FOLLOWING ASSUMED SOIL PROPERTIES HAVE BEEN USED FOR THE FOUNDATION OTHER BOND BREAKING MATERIAL WILL BE REJECTED AND WILL REQUIRE REPLACEMENT.AT NO ADDITIONAL COST TO THE OWNER. UNIT WEIGH OF SOIL 120 PCF DESIGNATED LOCATIONS. SOIL BEARING CAPACITY: 0.250 TONS/SF 15.CONCRETE MAY CONTAIN FLY-ASH OR SLAG.IF PROPOSED IN MIX DESIGN,EACH SHALL SATISFY ACI AND ASTM CURRENT REQUIREMENTS AND 16.THE INSTALLER SMALL RECORD THE FOLLOWING AND SUBMIT TO THE ENGINEER FOR EACH PILE: ULTIMATE FRICTION FACTOR: 0.45 SPECIFICATIONS.SUBMIT MATERIAL DATA SHEETS AND ACI CERTIFICATIONS TO ENGINEER.FOR REVIEW. MINIMUM SUBGRADE MODULUS: 250 PCF 16.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED.SUCH CONCRETE SHALL BE IMMEDIATELY REJECTED,AND SHALL BE A. INSTALLATION DATE 9.WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS"PRESENT IN WRITING TO THE REPLACED WITH NEW CONFORMING PRODUCT AT NO ADDITIONAL COST. B. PILE MANUFACTURER. ARCHITECT.ALL CONFLICTS BETWEEN THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES AND REGULATIONS.FOR RESOLUTION BEFORE COMMENCING THE WORK C. INSTALLATION CONTRACTOR. 17.CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116. D. IDENTIFICATION OF INSTALLATION EQUIPMENT. E. MINIMUM ALLOWABLE INSTALLATION TORQUE. TEMPORARY JACKING AND SHORING 18.CHAIR BARS AND WIRE TYING FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL MUST BE PROVIDED.IN NO CASE SHALL BRICK, F. MAXIMUM ALLOWABLE INSTALLATION TORQUE. - BLOCK•WOOD.OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED.MAXIMUM SPACING OF MESH SUPPORT CHAIRS SHALL BE 18' C. CENTRAL SHAFT DIAMETER OF EACH PILE. 1.THE CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL SUPPORT OR SHORING,AS REQUIRED,TO INSTALL FOUNDATIONS AND FRAMING IN EACH DIRECTION.CHAIRS.BAR SUPPORTS AND TIE WIRE SHALL BE NON-CORROSIVE PRODUCTS,HOT DIP GALVANIZED,STAINLESS STEEL.PLASTIC H. HELIX PLATE CONFIGURATION OF EACH PILE WORK AS SHOWN ON THE DRAWINGS. COATED-TIP,OR OTHER CONFORMING MATERIALS. I. ACTUAL TIP EMBEDMENT OF EACH PILE. J. ACTUAL TIP EMBEDON TORQUE OF EACH PILES 19.CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED IN OR NEAR CONCRETE MIX. - K. ULTIMATE CAPACITY OF EACH PILE AS SPEGFED BY MANUFACTURER. - 2.NEW STRUCTURAL BEAMS AND JOISTS SMALL BE PLACED IN SUCH A MANNER TO TRANSFER ALL EXISTING LOADS TO THE FOUNDATION. G TEMPORARY JACKING AND SHORING OF THE EXISTING STRUCTURE IS REQUIRED TO RELIEVE ALL EXISTING APPLIED LOADS UNTIL NEW L ALLOWABLE CAPACITY OF EACH PILE AS SPECIFIED BY MANUFACTURER. FOUNDATIONS AND CONNECTIONS HAVE BEEN COMPLETELY PLACED AND SECURED.JACKS MAY NOT BE RELIEVED,NOR SHORES REMOVED, 20.THE USE OF CONTROL JOINTS IN THE SLABS IS REQUIRED TO CONTROL CRACKING.SAW CUT CONTROL JOINTS 1/4'WIDE TO A DEPTH OF 1/4 - ,� UNTIL ALL NEW CONSTRUCTION WORK IS COMPLETE,THEREBY TRANSFERRING APPLIED LOADS TO NEW STRUCTURAL ELEMENTS. SLAB THICKNESS WITHIN 48 HOURS OF CONCRETE PLACEMENT.AFTER CONCRETE HAS CURED.CLEAN AND PREPARE JOINTS AND FILL SOLID WITH - 'SIKADUR 51 SL FLEXIBLE EPDXY CONTROL JOINT RESIN'(SIKA CORP.)OR AN APPROVED EQUAL REINFORCING STEEL SHALL EXTEND CONTINUOUS z 3.FOR PURPOSES OF TEMPORARY SUPPORT OF SHORING SYSTEMS PLACED UPON EXISTING GRADE AND SOILS,A MAXIMUM SOIL BEARING THROUGH SLAB AT CONTROL JOINTS CAPACITY OF 50OPSF SHALL BE ASSUMED. 21.PROVIDE AN UNDER-SLAB VAPOR BARRIER BENEATH SLABS.USE'STEGO WRAP 10 MIL SHEET VAPOR BARRIER'OR EQUIVALENT,UNLESS NOTED SEAL OTHERWISE ��HOF � JOHN WOOD FRAMING NOTES A'N 1.FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION',AND SUPPLEMENT 'DESIGN VALUES FOR WOOD CONSTRUCTION',LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19R. �C79TEPe�'u i SSSi°NAL EH�� 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED WITH SSV•Ay AGO PRESERVATIVE.OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 3.CONNECTORS.CONNECTIONS,FASTENERS.ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE STAINLESS STEEL - - 4.LUMBER WHICH IS SPLIT.CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE. UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ' 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY F. A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: oPC 4 DIMENSIONAL LUMBER - y FOR EXPOSED PRESSURE TREATED MEMBERS rW\ -FLOOR FRAMING AND BEAMS 02 SOUTHERN YELLOW PINE U FB-800 PSI,E-1.4E6 PSI -STUDS p2 SOUTHERN YELLOW PINE . W FC a 1,400 PSI,E-1.4E6 PSI TIMBERS AND POSTS(NOT PILES)q2 SOUTHERN YELLOW PINE (5X5 AND LARGER) FC-525 PSI,E-1.2E6 PSI FOR NON-EXPOSED MEMBERS- - T1+4�/ � z -FLOOR JOISTS&BEAMS p2 SPRUCE PINE FIR _ - M4 U FB-875 PSI.E-1.4E6 PSI -STUDS @2 SPRUCE PINE FIR FC-1150 PSI.E-1.4E6 PSI -TIMBERS AND POSTS #2 SPRUCE PINE FIR (5X5&LARGER) FC=500 PSI,E-1.OE6 PSI ('DESIGN VALUES ADJUSTED ONLY BY CM) ("DESIGN VALUES NOT ADJUSTED) r, 6 DETARS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FlRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL .0 - DESIGN SPECIFICATION.THE TIMBER CONSTRUCTION MANUAL.THE WOOD FRAMED CONSTRUCTION MANUAL AND ARCHITECTURAL GRAPHICS STANDARD BY RAMSEY C'4 &SLEEPER. , 7.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 1/4-CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. 8.USE DOUBLE TRIMMERS AND HEADERS AT FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. ¢ - °' 9.LAP PLATES AND SILLS AT CORNERS. a V 10.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES,GRADES.GRADING AGENCY.TRI AN OF PRESSURE TREATMENT,MANUFACTURE DATA,AND CERTIFICATIONS ® CERIIFlCARONS TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ORDERING ANY MATERIALS, I„ R 11.USE FULLY NAILED METAL CONNECTORS(LISP, N,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEV.IS FRAME INTO OTHER JOISTS OR a a w C BEAMS.REFER TO fRNAiNC PLAN FOR CONNECTOR TYPES.TPES 4 N y 12.NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEARIER SHALL BE HOT-DIP GALVANIZED.CONNECTORS AND FASTENERS WHICH ARE USED WITH SCARE C - PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL H 13.WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. _ � AS NOTED m oN Br 14.IN NO CASE SHALL JOISTS.BEAMS•STUDS OR ANY OTHER FRAMING MEMBER BE CUT.NOTCHED•DRILLED,OR OTHERWISE MODIFIED WITHOUT THE WRITTEN NTB APPROVAL OF THE STRUCTURAL ENGINEER. 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First Floor -'.:{: f5 Ia0 .r ..:t ....,:. : �., .... ... r � - ..., :,.: �i :. ..- t :, :4f't *r.:.-.i.,�'�. 1;^st '-�m� rr.��;-.'y'.r.vr!f's:�: .••t --.m � _ _f�.u..,,.r...,..,r.:.4...,�".s�.t.:,...�, ..,t.,.�.,..:•.�_ - -. .._.._.�_ __.• �_...,�3_"_.u..:.._-., ..f;.E.,. .C"r".,- ':�.�?T,",'� ^'OT".:s:.s,..:i-,: S,-.:'�, 'S' ,:,,..r.,,,_.• � fr�i a�r ..s-.s ..,:1~ - p�� _ rch'tecis com _._..- .:t.=-..--r<a�r i�•.�:::�^�•n+.�#'rt"�,'�'s-..Jra`'�*It-.�w:-�ti wvi?r7-�:�^'<"„'.r-,,.- ._-.gip-.,.... `3 s - ' r n EAstina North Elevation(Street Side) lJ 1w=V-w _ - EXTENTS OF WORK LIMITED TO AREA SHOWN - HIGHLIGHTED.FIRST FLOOR ONLY- . V L _ o O CL 16'_T Floo� - tY � �.,y:.. �� � ,rd.1 -.. �:.°� �:, - V�r,� n,., �:'.`T�T"` 'i�• �Itk i� � •�� ! MIra.. t. Y"• �.. ..,�, ., x _ - te�rµ T IW—i T 3_! _ T TR FT - Second Floor - - 6'_5. N r � ffE ® "j -�`':k7. •s :Yi. -ea ti �l.�A'.jjLL U`r�p i�S-{ (` r :' "b 7-.� EJl-I ..I: 'r�'z�"' COVERED PORCH o L-�1.�E 4 T•3Y ��r 3 _ TOBEREMOVED. "� u .;rg-.•rt- .. +T,a: " y- " "`!x ':_. .sti.,,..1•:.y1�„ ,:� -t-S-..' y wl. J%y 't. �:I. "'' 1.,,, ,�, III ,•, ROOFTO REMAIN � � INTACT F- 'h..: r- ? REMOVEAREAOF FPtST FLOOR s Fi��eABNORaGOFWTOE _ FrstFloor REMAIN INTACT 01-0 " V r yy4,i t T y Barnstable Bldg. Dept. Existing Basement A Exterior 41 Approved by: Elevations Epstina North West Elevation ) Perm>It ' Q EX-2 e 1 s N Z ?� Jm o � f p } { q�' f ' i -- y r y t e ri [ } r � �' F• c , r LIED ' t FFFFFF q ! E' f=- jtMa t 1 i { D J r m o o o N A D Hurricane Hall N fTl m w c m s pb on N m°° Hyannis Port, MA 3 a N . 3 0 ! ' � �n(�.A\ �.�.vy►.� v� �v �� �.,x w�..�. ; �z.,��.�� `�'7 �,wx �v' I � ,,'�;�, \,��.�� hat�l.�C � ,'�. ������ � �� �v ��` •G���: QQ r x��� �- L z�•`j}-�, �I ?� .,�o � ASSESSORS REF.: Map 286, Parcel 001 ► �QWN 12 Atlantic Avenue LLC c/o Mannheim Realty LLCPaved OVERLAY DISTRICT: \l �v 6 Drive ►� __ .. 4 � �!- L (}1L J '\ \^ Frederic n/f Paved Drive i �`, + AP - Aquifer Protection District � • '-.3 0 •( �` �Z� k B. Arnold 100' Q_Q fer L e���� l Paved Drive » FLOOD ZONE. `E � � C ! a- }• %� T -+ G 1 t SS a of PPS i �w �_� Zones VE Elev. 14', AE Elev. a� Ed9 �Q cl, -� �� .t ,� ti°�. � � •� ,� x h, •'fir � � G __W� �- 13, X (0.29 Annual Chance) PROPOSED J & X (Min Flood Hazard) $TON AV6 � �W 't APRON r Community Panel No. 's"x ` �.• x y t ; "as `. Way) _--w pave Wide + of Pa , - - 20.32 r e #250001 0568 J (40' i � �-�--' Ede ,a iC \ w�' e July 16, 2014 �� --w�� + pR �- _ 100`•5ufff,er —w -_-_�____ » . 4' 9LOCATION MAP: EX.) 85 1' 00 E ( e aAe " 'w' `' E(;HA K' .}7— — I in. ) - •�4 -3'( , .� ° � X (M Flood H°Z Zone Scale. 1 f - 2000 _...... �. �.5 SHEET p: FEMA I Chance) F ; . •. 0 2% Ann ZONE.0' Buff :c �Tr&e.. � _ X ( • �•// b r+ / O � R ice'' _ _' ; > JT i H .� _.. - � RF-1 ti Porch R . !- k" DIRECTIONS. 49.37 r c, ,,. or+� N SF (RPOD) 'DRp,o r EL. 3�.1 ++� j -' o n y 1� Area (min.) 87,120 00 W R/ i /'j O _... n �.,, Chbnce) �.� N85' 0� pRe Ar. TAT O i f� ��•0ef+�+t�O �% Annual e tir r��/77�7TT1 From Hyannis - Follow Main Street to the West Frontage (min) 20' r w r Rop �Ti> S� , �' to A f End Rotary; Take third exit onto Scudder Ave. (min) to MA'. Width min 125' \aa i' tiI 6YINOOSEo Tl T }f �- �� 5 Elev. 13 I Continue on Scudder Avenue. Turn right onto Setbacks: Irving Avenue, left onto Hawthorne Avenue. and Front 30' �/./1 Buffg = jy23E 50 _-.� /� / / ( Gar e Right onto Atlantic Avenue. , y.,. G --� #23 is on the left Side 15 D ll' ow �E + P ' - �� � 5 COVE _--�' + r•� / ;-� � -_�-- _� ✓ Rear 15' 41, spa A�pt?IOt�t,- �� � � / I V I \ ENED F ADDITION , REFERENCES: p Leo wn : 2 K _ ;.i / ` Deed: C217309 n/f ` -� RE - P T WB�I", r - �� 11 /_ 31 Atlantic Avenue LLC ^' D P$0- s "�i { Plan: LCP 113297-C c% Park Agency Inc. ` ` y ED Porch y.:"'�• Endyf Wn Qe lied Prc� argge OPpS i %�'._ n`k' 5. STONE i �0co 1 �- - - / r ! r APRON w - -F'R4POSED ,` r i. r �' : ,'•; 'i x"\ LIMIT OF )KfRFC j m 5.61 A iIOAS- AR n/f Susan S. McPherson Trustee PROPOSED i SLAB t}� 6 I I McPherson Investment Trust MECHANICAL �� =// '! ' /�, ,Sep tip / , ' SLAB 1eoch Pit / / Ooosta�Aan� Garage with S bte, &, Town Definfiiofi �" --•- I Living Space `. / / PR�fOSED f11TIGt�TIOAt AREA / / lyll`fIGAT'10 AREA` 41 /��� �• Deck gait Marsh ; N BUFFER ZONE CALCULATIONS Existing Existing - l ) 1 ` `� 0-50 : 50-100 : Lot Garage = 473 SF Garage = N/A Bld / Porch = 2,250 SF Bid / Porch = 633 SF Deck = 430 SF Deck = 73 SF Patio / Walls = N/A Patio / Walls = 62 SF - _ ! ' , / //'�� %' �� _ J _ _• �C-1�•\ M'�FZ Drive = 1,150 SF Drive = 439 SF f�Veo Total = 4,303 SF Total = 1,207 SF � /r 1 Flood Hoz.) /- - j _ I , - /�' ,, _ o� �4 4 Proposed Proposed X (Min.MA=ney -- --� - 0-50': 50-100': FE 9 C 16114 _ - !' ! / _ Garage = 795 SF / I I •` �, Garage = N/A `fe�tive 7� . - - AE ELEV. 13 _ - �;'` 1 Bid / Porch = 2,564 SF Bid / Porch = 667 SF _ -Wet Area I � ' Deck 398 SF Deck - NIA - -� Patio Walls = 1,045 / r J V / Patio Walls - 240 SF • � t i I � I '� • Drive N/A Drive 440 SF ~ - ---- - :0:0 --------- ! v�, Total = 4,802 SF Total = 1,127 SF (+499 SF) (-80 SF) I / Mitigation Required = 499 SF X 4 + -80 SF x 3 = 1,756 SF Mitigation Provided = 2,656 SF EVE To 1 / p Bolt Marsh __ I o rler Res 6j3. MITIGATION AREA NOTES 1 Bar d j I i PHASE 1:INIML TREATMENT I COastatobl�sj ^' a Pre-treatment of plants targeted for removal: Treatment methods ore ok o ES/ I I determined by species, size and environmental conditions. Application Pj �r methods may consist of basal bark, cut and treat, low-volume folior or injection / I • Plant Management: Removal and treatment of invasive and other permitted plants from the project site. Where feasible, mechanically uproot targeted vegetation using compact, low ground pressure equipment with care, leaving native soils in place. On steeper slopes 9. / „ roots ore left in place to decay naturally ter'» ` _ • Erosion control: Immediately seed any exposed or conditioned soils and cover with 10OX biodegradable erosion control blankets on steeper / slopes to facilitate rapid colonization of exposed soils PHASE 2:PLANTING RESTORATION of �'' • Plant preparation: Plugs will be root pruned and prepared with _ t pole >W -- mycorrhizoe fungi inoculont and planted with a granular fertilizer of r Ott -'oo containing organic amendments and beneficial bacteria. Shrubs and �d9e ��E'i - - ` _ trees will be planted with organic compost and fertilized with granular fertilizer containing organic amendments, mycorrhizoe fungi and beneficial bacteria - + + • Installation: Shrubs and trees will be mulched within a ring to their drip line • I / • Disposal: Proper off-site disposal of debris from the project, access \ab i �\ and work areas - ��•�i's 4 e o Pove °od ��r=�� '�c/ L; `\\ ;� • Coordination of irrigation: The cost of a temporary irrigation system is Cdg ed R Fence r� not included. (P°v Roi Fen / • Temporary Broadcast irrigation as required. PLANT UST: ea,.)pole d d�'�( Switchgross- Panicum virgatum - 200 ® 2" Plugs p Virginia Rose-Rosa virginiana - 23 ® 2 gal containers Beach Plum- Prunus maritima - 8 ® 3 gal containers Yt,de Woy� i eQ Bayberry- Myrica - 16 ® 3 gal containers C;� (A0 �,✓fr /, »� ° cQ Clethero - Clethro alnifolio - 17 ® 3 gal containers g d / '~� Af� � + \\ 83• 1,95 / o I + "0 Highbush Blueberry - Voccinium corymbosum - 30 ® 3 gal containers SC� MONITORING/MAINTENANCE + \ \ r • Mitigation area shall be monitored monthly for the first 6 months AND +� No Pork ,.� �t'f\ after any rain event in excess of 1", and semi annually for 3 years yL� o Signs _ / \\ \\ IsLot Q thereafter. of oI • Invasives treatment protocols shall be followed as required. ach Grass \\\\ R osa Rose • Failing Shrubs shall be replaced. ' r- �\ • A 2' Band along the limit of work may be maintained annually to • �" prevent spread of Invasives from below.r s r IP / fn d f / _ - _ea _ - - \ _ + \ \ 0 — \ \ each it LEGEND: CDT Cedar Tree \ HT Holly Tree \ a DT Deciduous Tree \ CT Coniferous Tree \Nan eket ound Utility Pole \ —E—E— Electric \ —G— Gas \ i M V�:- Wetland Flag 1 Light Post 11 s4�C ES 0 CB/DH o T. ti� Add Dimension to pro. and existing garage 1/23/2020 _ C SCV-11f"I'-7 —OHW— Overhead Wires Update Garage & Walls 10/28/2019 14 0 N 25 Elevation Contour o � MAR 0 2 2020 Add Path, Tree Line, and Spot Grades. 811912019 NAB Add Steet Setbacks 0611912019 Rev. Add Water Main Line 511612019 TITLE. Site Plan PREPARED BY. PREPARED FOR: NOTES: • Engineering & 1) The property line information shown was compiled from � Proposed Improvements BW Residen tiol LLC available record information. This plan is not to be used for recording purposes or legal lot descriptions l'1 At u ivan consuiting, inc. 80 Reifsnyder Road 2) The topographic information was obtained from on on ~ 23 Atlantic Avenue oley PA 19547 the ground survey performed on or between December 20, (508)428-3344 • P.O. Box 659 • 711 Main Street, Osterville, MA 02655 2018 and January 4, 2019. 1� Bamstable (Hyannis Port) Mass. seci@sullivanengin.com • www.suilivanengin.com 3) The datum used is NAVD '88, based on RTK GPS �O b en ch m ark. Draft: CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 4) Building dimensions have been provided by Architect DATE: SCALE Review: CTR/JOD Comp./Review: CTR/JOD and should be confirmed prior to construction. : April.. 2, 2019 1 = 20 Project: 380036 Project: Barbey i { ASSESSORS REF.: Y6 x Map 286, Parcel 001 / 12 Atlantic Avenue LLC Mannheim Realty LLCt` Paved OVERLAY DISTRICT: ar . / 6 1 Drive .` n/f k4co ,. -- '" ; AP Aquifer Protection District Frederick B. Arnold Paved Drive i I t t -•--100'.Buffer Paved -- FLOOD ZONE: � - Drive „E - � ��• j 01 OS I Edge of PS' - t y N __. _�-w��-- Zones VE Elev. 14', AE Elev. _,:._w 13, X (0.27. Annual Chance) - ; , oSEo Av6 n u e _ t to PROP �..w - & X (Min Flood Hazard) APRON ! i 1 - Community Panel No. 40' Wide W°Y) t f' _--w of Pove %r �. , 32 r e #250001 0568 J ( t t .- Ede -'/ r 20' „ a y\a iC .,� � a - r g5. 01 00 y`o�o� July 16, 2014 '" t '" PROS :: U, _wX1 r - � - - N LOCATION MAP: 00' X• 1, edge H r : E� � fr' °: _- _ Flood_H°t') „ y�43(E ), P t 85 r �,/ .+7 - I X (Min. Zone Scale: 1 - 2000 f -2 SHEET a FE of Chance) Annu 0' Buff ire _ i ZONE. ,� Porch :f — DIRECTIONS. r 49.37 \ ?RO i ' ) • '".`� 1,'.. : / j moo{ Bo " O„W ✓ E _Et. 3�.� _�� !� j� noe) Area (min.) 87,120 SF (RPOD) i : r tr,t / \nuo{ Ch rrG'l. From Hyannis Follow 'Main Street to the West ' Ng5' 0 BRi rr7T� O t t'� e{ q, An /"y777� Frontage (min) 20 Ri pR r r i _ to 0 2 e T End Rotary, -Take third exit onto Scudder Ave. 5 j 5 t to M9 '�.f Width (min) 12 ��aa '� z� w Y• i w�No°SFo `?T r T `y? �r. +S /�i 5 , A E1ev {3 Continue on Scudder Avenue. Turn right onto Setbacks: 5 �c oty toQ I tom/ - I Irving Avenue, left onto Hawthorne Avenue. and _ r — / Fron t 30 I � � 5.0 —�+� Gar e Right onto _Atlantic Avenue: NsN ' t � #23 is on the .left Side 75' DllSl 5' COVE,R ryE Rear 15 — --3.20—ADD''t G1\7/ f `-'i :.o T F PORCH, ' CR g1T10 4 y \/ f ADE N : < I REFERENCES. Io � & 01 BX SITNG , IVwYt K ! :. J� - 1 LGJJ Deed. C217309 n f �- Kt , T �,..., . f J - i , w/tJ-/�-<Y` Plan LCP 113297-C / , D PIT W� t 31 Atlantic Avenue LLC 5 ED ,P$ " •"' '' / f /J l J r c% .Park Agency Inc. i �/ J � ��-:° _.,. .�- / / r � f t t Porch � n/Qeried Prof arg9e al BforYkI STONE \ APRON � ,-� .�' ..•' �',;,;= �,,,_, f�R0I�.SE6-•--'_, � ""` -'�l` �y \ \ '� � _ Drain—Mer Wg4K LIMIT OF yCSRIG iE� Ga`ple \ C �/ PRO WP ^ ° / ' - tf , % , / , ! / ! i " I / i \ , SLAB 6 : /! /�Y .;1 i/ // , i Susan S. McPherson PROPOSED t , /,- j i Trustee MECHANICAL v / // / �' e / McPhersod Investment Trust SLAB # fie ! ! yoastaoan� Le'9c /P /� / /y / /i :\ Garage with ' S otg, &!Town/l�efirrftiori / j/j / - Living Space f / / / f r P/R7 OBE%-01TIGAT10Dr 2,7 6'S ! /fie€ M/t G,A o ARA ;f �:sr %/ �•� .a. may. 7 , tO 1 i i Deck l.. , � , v Solt Marsh i W / BUFFER ZONE CALCULATIONS Existing" Existing , ' _ Garage 473 SF Garage NIA h / ( \ \ s<r d i Lot 2 _ Bid / Porch = 2,250 SF Bid / Porch _ 633 SF Deck 430 SF Deck = 73 SF Patio / :Walls = N/A Patio /'Walls = 62 SF F4FV\ _ Drive 1,150 SF Drive 439 SF oA Total 4,303 SF Total = 1,207 SF .Fir• - ,/14 food Proposed Proposed X ( FEM Zon,y r. C l \., \ 0-50: 50-100 : 16 1 1 o.,� r e 795 SF NIA e 7/ ,� Ga ag Garage / ctiv � -- r i I s. \ �e -13 i AE Ev. � ._ -r :..- ,. 1 r Bid Porch = 2564 SF Bid., Porch.. 667 'SF . Deck Wet Area _ 398 SF � ~.. . Deck = N/A I _ - do 2• \ / , .� " . Patio / Walls. - 1,045 Patio / :Wails - 240 SF Drive = N/A Drive = 440 SF ! _-- ---- Ed \A' I Total 4,802 SF Total = -`1,127 SF (+499,SF) (-80 SF) / / I Mitigation Required = 499 SF X 4 + -80 SF x 3 = 1,756 SF I / �. �3 e/ / " -' Mitigation Provided = 2,656 SF EIv ZOO Solt Marsh- moo vice Resa MITIGATION AREA NOTES drrt 10/ gs3 PHASE l:INITIAL TREATMENT ' h / I N oas db�ts " I • Pre-treatment-of plants targeted for removal.• Treatment methods are C Egt determined b species, size and environmental conditions. Application P I r methods may consist of,basal bark, cut and treat, low-volume folrar � ,�••�- � or;injection \ �• o <I •..-- • Plant Management: Removal and treatment of invasive and other permitted plants from the project site. Where feasible mechanically P P P J Y ' uproot targeted vegetation using -compact, low ground pressure I I equipment with care, leaving native soils in lace. On steeper-slo es 9 PP / roots are left in place to decay naturally ..� • Erosion control: Immediately seed any exposed or conditioned soils and cover with 1007 biodegradable erosion 'control blankets on steeper / / \ slopes to facilitate rapid colonization of exposed soils j PHASE 2:PLAN7ING RESTORATION h � • Plant preparation: Plugs will be root pruned and prepared with s . le M -- pa �u .-- - m corrhizoe fungi inoculont and planted with a`granular fertilizer i 5° 2� - -, tJtd' o r� "containing organic amendments and beneficial bacteria. Shrubs and °f_ �L ✓r ✓ v O e -' trees will be planted with organic compost and'fertilized with granular i Ed9 a, rn fertilizer containing organic amendments, mycorrhizoe fungi and v beneficial bacteria 'C y/ f -... 'I J� t' i - • Installation: Shrubs and trees will be mulched within a ring to their, drip line \ \ / -�/ i •. DisPosaL Proper r off-site dis osal of debris from the project, ct, access 0 and work areas 35„ Pov - '�c ` • Coordination' of irri irrigation: The cost of a temporary irrigation system is d .- / \ \\� \ / g P Y 9 Ys Rai -- \ \ - �� not included. ,! E aed e�ce \\ f ' • Temporary Broadcast irrigation as required. e & Ro / \ � P Y 9 q as �\ PLANT LIST: Foie \ \ Switchgrass- Panicum virgatum - 200 0 2" Plugs p Virginia Rose-Rosa virginiona - 23 ® 2 gal`containers \\\ Q Beach Plum- Prunus moritima - 8 ® 3 gal containers \ o Wide eQ Bayberry- Myrico - 16 ® 3 gal containers ik0 \\ ( �. A6' s c0 Clethera - Clethro olnifolio - 17 © 3 gal containers I� - I,g o I HQ Highbush-Blueberry - Vaccinium corymbosum - 30 U 3 gal containers OL MONITORING/MAINTENANCE f tt t 3� „ \ • Mitigation area shall be monitored monthly for the first 6 months AND j No Park' ��- %C't \ \ after an rain event in excess of 1", and semi annuallyfor 3 years o Signs r� \\\\ �- -- thereafter.. b� 00 R • Invasives treatment protocols shall be followed as required. \ \ f ach Grass \ .- \ \ R oso Rose • Farling Shrubs shall be replaced, \ \ ter! l i • A 2' Band along the limit of work may be maintained annually to prevent spread of invasives from below. J fnd ,r o f t\ \ - r \ \ o Ed — - -- — - \ \� each LEGEND: CDT Cedar Tree - \ \ �"'' HT Holly Tree _ \ DT Deciduous Tree CT Coniferous Tree \Nan cket ound c-0__-) Utility Pole -E- Electric =G- Gas \ \ Wetland Flag 0Fp4s Light Post �� cy CDO CB/DH Add Dimension to pro. and existing garage 1/23/2020 o CIVIL �- - OHW— Overhead` Wires .25 Update Garage & Walls - 1012812019 No. 5 s oCD D Elevation Contour Add Path, Tree Line, and Spot Grades. 8/19/2019 � � am SCANNED Add Steet Setbacks 0611912019 C to® F" n 1. ?n?n ® Rev. Add Water Main Line 511612019 D T/TLF: PREPARED BY. r-' PRFPARED FOR: NOTES: Site Plan • n ' ppr�n Q� 1) The property line information shown was compiled from Proposed. Improvements En ineerin tX available record information. This plan is not to be used _ OpOSe p b g BW Redden teal LLC U iva for recording purposes or legal lot descriptions � At consultingpInc. 80 ReifSnyder Road 2) The topographic Information was obtained from on on Ole PA 19547 the ground survey performed on or between December 20, 23 Atlantic Avenue (508)428-3344 • R.O. Box659 • 711 Main Street, Osterville, MA02655 y 2018 and January 4, 2019. N Barnstable (Hyannis Port Mass• seci@suilivanengin.com • www.sullivanengin.com 3) The datum used is NAVD '88, based on RTK GPS bench mark. Draft: CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 4) Building dimensions have been provided by Architect w DATE: SCALE: » Review: CTR/JOD Comp./Review: CTR/JOD and should be confirmed prior to construction. April 2, 2019 1 = 20 - -_ Proiect: 380036 Project: Barbey