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0050 TERN LANE
�� T�� ��� o _ _ _ �, �� o Massachusetts Department of Environmental Protection Bureau of Resource Protection-Waterways Regulation Program- X259572 Chapter 91 Waterways License Application -310 cMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Michael &Carol Hirsh Name of Applicant r , 50 Tern Lane Wequaquet Lake Barnstable Project street address Waterway City/Town . .Description of use or-change,in use:. Proposed seasonal pier, ramp and float To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the appiicant'S waterways license application and plans is riot in violation of local zoning ordinances and bylaws. Printed Name f Ounicipal Official M Date, Si ure o unicipal Official Title City(rown CH91App.doc-Rev.08113 Page 6 of 13 COASTAL ENGINEERING COMPANY, INc TRANSMITTAL 260 Cranberry Highway,Orleans,MA 02653 508.255.651.1 Fax.50.i3 255 6700 ■ co'astalengineerrngcompan'coin; To Barnstable Zoning Officer Date: 4/9/14 Project N . C17960.00 . Attn: Tom-Perry 20.0 Main Street c Via: ❑1st Class,Mail ❑Pick up ❑Delivery ®C 'k Mail Hyannis, MA 02601 Phone: Fax: Subject Chapter 91 License Application No. of pages to follow: � - Proposed.Pier, Ramp&Float Michael &.Carol. Hirsh 50 Tern Lane , Barnstable (Centerville), MA Map 196 Parcel 026 D,P File N67 SE Plans ❑,Copy,of Letter ❑ Specifications ® Other We are sending the following items Co yes Dater No Descn tron 1 Chapter 91 1aterways License Application 1 1.2 _4/13 S&3-5133 Order of Cond'i.fions 1 3/31114 Sleets Plan entitled 'Plan to'accompany petition of:Michael & Carol Hirsh to License. 1 2 and Maintain Proposed Structures in Weguaquet Lake'at 50 Tern Lane, Centerville,,Barnstable;Coun ;, MA' `'. +r These are transmtted.as`checked below. for approval ❑for your use ❑as requested ❑for review 8� comment ❑ r 1 Remarks Attached please find'a copy of the;Chapter 91 Waterways License Applicatioh, Ortler of C"onditionS& Plans for the above referenced project As you will see, a signature from the Zoning Department is needetl to 'complete the;application process `Please.sign the attached signature page where indicated a'nd return�itrto my attention. r If you have any questions, please give our office a call. Thankyou ` y cc By Amy Lip.kintl a YS �l Yt3q NOTE. IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255 65'11 I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X259572 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important:When A. Application Information (Check one) filling out forms on the computer, NOTE: For Chapter use only the tab 91 Simplified 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- j. General A-H ( ) ® Residential with.<4 units $215.00 BRP,WW01 a ICI - ❑.Other $330.00 BRP WW01 b For assistance El Extended.Term _ '$3,350.00 BRPWW01c in.completing this .....................................-........................................................................ - - - - - - - - - - 'application,please Amendment(A-H) ❑ Residential with <4 units $100.00 BRP WW03a seethe . — "Instructions". ❑ Other $125700 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residentia'.I with <4 units $665 00 BRP,WW15a ❑ Oth'er $2;005 00 BRP WW15k ❑ Extended Term $3,3'S0 00' BRP WW15c - - --- -- Partial (A-H) ❑ Residential with <4 units $66.5 00 BRP,WW14a ❑ Other $2, 005 00 BRP WW14b Extended Term $3,350.00 13RP'WW146 Mumcmal tHarbor Plan(A H) ❑ Residential with <4 units 4665.00 BRP WW16a ❑ Other $2,005 00 BRP WW16b ❑ Extended Term ,' $3,350 00, BRP WW16e Joint MEPA/EIR(A H) ❑ Residential with <4 units $665 00 BRP.WW176 Other $2 WW ,005 00 BRP 17b ❑ Extended Term $3,350 00 BRP WW17c Amendment(A H) ❑ Residential with <4 units $530 00 BRP UVW03c` - �Z i z Other 000.00 ';BRP WW03;& ❑ Ex#ended Term $1;335 00 BRP WW03e CH91App.doc-Rev.08/13 Page 1 of.13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X259572 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Michael &Carol Hirsh Name. Email Address 30.13ranch Avenue Mailing Address Note:Please refer to the"Instructions" ,Rochester NY . 1 461 8-431 0 ' Citygown State.: Zip.:.code Telephone Number "Fax Number 2. Authorize d_Agent(if any): Jason R. Norton jnorton@coastalengineeringcompany.com Name :E-mail Address . Coastal Engineering Company, Inc., 260 Cranberry Highway Mailing Address Orleans MA 0265.3 Cit advin -. .State ,. ZipCode 51)8-255-6511,: 508 255 6700 Telephone Number Fax Number` ' C. Proposed Project/Use Information 1. Property Information Gall iriforrtiation must be proyide,. Michael G &.Carol N ,Hlrsh Trs, Quabfied Personal Residence:Trust `. Owner Name.(if different from applicant) Map_192 Parcel 026 041°.40'22.58• N 070 20'41 86?W TazAsse§sor's Map and Parcel Numbers Latitude. Longitude : 50 Tern;Lane; Barnstable (Centerville) MA 02632 Street Address and City/Town State Zip Code 2. Registered Land ❑ Yes ® No 3. Name of the water body where the pro�ect'site is located: f UVequaquet Lake 4 Description of the water body in which theproject ite isaocated.;(check all that apply). :Type, ;Nature Desi:ination 77777 7.Nontidal riven stream ® Natural ❑Area of Critical.Environmental Concern Flowed tidelands nth arcied/damme( ❑ Designated Port Area Filled;tidelands ❑ Uncertain:` T ❑ Ocean Sanctuary y ' _a n ® Great Pond ❑ Uncertain Uncertain CH91App.doc•Rev.08/13 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X259572 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. 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" Proposed seasonal pier, ramp&float 6. What is the estimated total cost of proposed work(including materials & labor)? $30,000 7. List the name&corn,plete. 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. Thomas.G. & Leanne Fisher 10 Oak Ledge Drive, Braintree, MA 02184 Name Address Ramsay E. & Merrilee Crain 55,36:Isleworth Country Olub Lane, Wmderrnere, FL34.786 Name. Atldress Name : Address D I?roject 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 El 40.1 Water Quality Certificate Date of Issuance ®Wetlands SE 3-5133 Ftle Number El Jurisdictional Determination AD File Number . - t MEP A ' File Number t EOEA Secretary Certificate N Date k C 21 E V1/aste`Site Cleanup , RTN Number CH91App.doc•Rev.08/13 Page 3 of:13 I y Y h z Massachusetts DepartmentE'of Envtr�onmentral Protecon Bureau of Resource`Protection Waterways Reguftion Program x259572 y , Transm�ttai No Chapter 91 Yl�aterwaysrLicenseap �cat on 31a CMR s o0 Water-Dependertt;'t+toninrater�gpendenE,Am®n'dment is x ... 4s , EY Certi.cation Alt;`applioartts, Property owners-arid authorizedF�gents must sign this page All future appircatJon correspondence may b 'tfgned by the a thared a ant alone a ,, "1 hefeby make applicattetr folapermit or lirren§e to authpitze theactivifies('have described herein Upon ,. -signature,fl agree to apo�v a duly authanzed representati�res ofthe MaS acttusetts Department oafX. ; - Envir•onrr ental P otectiorS and the Massachusetts Coastal Zone Mariagemeri Program t- enter upon the °retiises of ttie rq act site at reasanabte tlrnes'for` e u se of ms tiara" P P 1 th P rpe per { 3 ,F k�,� TAHOAR r '9 Hereby certify that the infomia an sutamitted,in this applfcafion is true and accurate to the best of my IIIknawted �." s - .-I. ? ..� ✓ * / S f IcanYs slgnatu :Date ¢,Y S 1`r 3 �.� i t f } "Property than- " slgnatare- cf�fTe ant than appilt rat} Date = �.,�.�,�*:.!,.-�,.1�.,. I-...,-.I:�,,--��I,.-I-,(II---I:"L--;I i ;f 3 � 1 k k . / ants srgnature.Jasan R Norton,`;Coastaf Engineering Company Inc Date ` ' 3. Y Y k'r [4 T r 11 f ,,: i u . n § 12 ' r. ,... _ '+ k d S S t e e Rr i r ik ti y . 0. .a, # .x�- s3..- a Y Y i,x } d y x Cfi91/4pp doc -Rev D8l13 :> PageA of 13 w.. ..-.. .. av .. :.Iltoitgivil: r ... e.. ,rx :..` _v._... ...�: Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X259572 Chapter 91 Waterways License Application -310 cMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum — N/A 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. Rrovide'copy of g rain.;size an„alysis :If grain size is compatible,for beach nounshment purposes, the Department recommends that the dredgedmaterial be used.as beachnounstmenttor public . beaches Note: In the event beach nourishment is proposetl:for;pnvate property, pursuant to 310 CMR 9.40(4)(a)1 public access easements below the existing high water mark shallbe secured by applicant and=submitted to the Department: r 3 a x , b 3 Y sr' ' CH91App.doc•Rev.08/13 ;;Page 5�of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection Waterways Regulation Program X259572 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Michael & Carol Hirsh Name of Applicant 50 Tern Lane Weguaguet Lake Barnstable Project street address Waterway City/Town Description of use or change.in,use: - Proposed seasonal pier, ramp and.float To be completed,=by muh�ci,pal clerk or appropriate munlicipal offtc al, "I hereby certify that the project descnbed above and rno�e fully detailed In.the appllcan#s waterwa;ys license;appllca.tlon and plans Is noun Violation of'local zoning inances and bylaws Pnnted Name of MuniapaEOfficialate atur Municipal O lc?al Title Ci4y/T of own F j x t t ti t - ? t Y 1 CH91App.doc Rev.08/13 Page 6 of 13, Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X259572 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Michael & Carol Hirsh Applicant: Name of Applicant Section H should 50 Tern Lane Wequaquet Lake Barnstable be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material Proposed seasonal pier, ramp and float 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 have been submitted by the applicant to the municipal planning board." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. CH91App.doc•Rev.08/13 Page 7 of 13 Bk 2792S F's 81 614 01-07-201 emu- a 03 = 09P Massachusetts Department of Environmental Protection Provided by MassDEP: L7 Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 WPA Form 5-Order of Conditions eDEP Transaction#:619869 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town BARNSTABLE A. General Information 1.Conservation Commission BARNSTABLE 2.Issuance a. r OOC b.❑ Amended OOC ........... an .D. tails. PP , a.First Name MICHAEL&CAROL b.Last Name HIRSH c.Organization QUALIFIED PERSONAL RESIDENCE TRUST d.Mailing Address 30 BRANCH AVENUE e.City/Town ROCHESTER f.State NY g.Zip Code 14618 .......:...:.::::..: 4..Pro P. wn a..rty a.First Name MICHAEL&CAROL b.Last Name HIRSH c.Organization QUALIFIED PERSONAL RESIDENCE TRUST d.Mailing Address 30 BRANCH AVENUE c.City/1'own ROCHESTER E State NY g.Zip Code 14618 ..:........ 5.Pro ectLocatton....,._;:...,,... ...•........, • ..............:.;:.: - a.Street Address 50 TERN LANE,CENTERVILLE b.City/Town BARNSTABLE c.Zip Code 02632 d.Assessors Map/Plat# 192 e.Parcel/Lot# 026 f.Latitude 41.6741 IN g.Longitude 70.34984 6.Pro a recorded.at ahe Re s . :of Deed for: ::..::'a.County b.Certificate c.Book d.Page BARNSTABLE 20142 086 a.Date NOI Filed: 1 0/9120 1 3 b.Date Public Hearing Closed: 11/12/2013 c.Date Of Issuance: 12/24/2013 S,Final.Approved P1ausand::O,thecD6cuments.:: : n.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Scale: REVISED SITE COASTAL ROGER PAUL PLAN ENGINEERING MICHNIEWICZ,P.E. 12/23/2013 VARIOUS COMPANY,INC. B. Findings 1:Fmd�ngs pursuant to the Massachusetts Wetlands Protection Act.;' ' •: :: Page 1 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 WPA Form 5-Order of Conditions eDEP Transaction#:619869 If� Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/Town:BARNSTABLE Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ( a. I i Public Water Supply _ b. f; Land Containing Shellfish M_ c.E Prevention ofPollution d. 1` Private Water Supply e. r Fisheries f. r Protection of Wildlife Habitat Lg._r Ground Water Supply h. 1i Storm Damage Prevention i. Eni Flood Control`���T Cammmssmonhereb rinds the: ro ec : y p a ,t,as.proposed,is Approved subject to: a.P1 The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b.17 The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.r The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3.r Buffer Zone Impacts:Shbrtest distance between limit of project disturbance and the wetland resource area specified in 310CMRI0.02(1)(a)' it linear feet ..........::...: :. inland Resource Area lm acts arA ro is On] Ya Ij Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement .Bank... ......::.. ; I In a.hnear:feet iirfeet� i'd.lirieiirfeet : : 5:C i Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet L1i:.: r-, s. . 6... _ Land unde.Wate b d :5>'.:i::.; : '' .::';'.:.:0':^:; <:;':::.;<`,',:;;°;;::.:.;:: r... r o. res and:Waterways;;:! s 4 ... ;:,::: 4 0'.i `; feet.,;':,. b:s : q....::... :: .: ::.. :::.. .gunge feet c square feet d:,square feet;:. e`rJ died ed;.`. . ?{;�) Bred 7.17 Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Page 2 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 WPA Form 5-Order of Conditions eDEP Transaction#:619869 Massachusetts Wetlands Protection Act M.G.L.c, 131, §40 City/Town:BARNSTABLE Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. .....: ..:.: .:::.....::...G Isolated Land:Sub ect.to Floodr - i...::....•.::. .I.. . ...... .:. .....:.: . . a.sq uare f .�,. b uare.°feet a9..... Cubic FeetFiood 5tora a . .. . . ., ... . ...... . . . ... ... .... .:....: -:��; c.:cubic feet:'i':::a:,::d;cubic:feet e:`cubicfeet:::' f ciiliic feet>``. '. >.. ......... .. 9.f+Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 It c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Qoastal.Resource Area.lm acts:. Resource Area Proposed Permitted Proposed Permitted Alteration Alteration' Replacement Replacement Des�gneted:Port Areas:; '':.::; ;:.:. : Indtcpte size.under .and;Undecthe.Ocean;bcow:::*: 11.F-j Land Under the Ocean i square feet b.square feet c.c/y dredged d.c/y dredged 12 ri Bamer:Beaches; ':.• :: °`:" indicate size under:Qnastul.Beaches and/or.Coasial Dunes below:. 13.M Coastal Beaches a square feet b.square feet c.cly nourishment d.c/y nourishment 1r 4. coastal D ones.:... .. ....... . . . a'sguare ,3giiare fee clynoun c7y°no'u'n :feet:'li ' t''�:` 'shriicp4 d.` 'shmeiit 15.r Coastal Banks a linear feet b.linear feet ...........:::..:::..:... F a i G.ri Rac kY.. dal Shores; a.`s`guiire!feet b: it id;f6iili t , .. 17.f_-1 Salt Marshes a.square feet b.square feet c.square feet d.square Feet 8 .Land Under Salt Po . ....: ..:..:.. uare,feet.li:sq itare feet:; ......... ... . ..... . ,.. .... iiredgedd:.c/y;'dred ed, 19.17,Land Containing Shellfish a square feet b.square feet c.square feet d.square feet Page 3 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 LI7, WPA Form 5 -Order of Conditions eDEP Transaction#;619869 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/fown:BARNSTABLE ... ....:...::.:::::::.::::::..„::::;::::�.;:::;::,,.:,:;::;:�,::::•Indicate s"tze;under.Coast�il'Banks;itilanii Bank;L:aitdUnder:the:'' 20.rFishRuns `;!•:;:' i ::.:'r;`;:;:;;:.;;:':::''::';.Qccan,•'nndlor>>nlandIandUnder:WaterbgdtesandWntenya . . above ....:::... . . ... . .. ...:.:...: :... .:..:.. ; el..;dreg ed a:�/...drea ed ,.:Y 21.r Land Subject to Coastal Storm Flowage a.square feet b.square feet ................ G Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c&d or BA 7.c&d above,please entered the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 7. 171 Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings(number of replacement stream crossings. a.number of new stream crossings b.number of replacement stream crossings C. General Conditions Linder Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion ofprivatc rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply- a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions, 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. 8. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, Page 4 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 + WPA Form 5-Order of Conditions eDEP Transaction#:619869 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/I'own:BARNSTABLE the Final Order shall also be noted in the Registry's Grantor Index under the name orthe owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry orDeeds, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department ofEnvironmental Protection" [or'MassDEP"] File Number:"003-5133" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DEP. 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form SA)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of intent 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) ❑ is not(2)r subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides it Certification that:i.all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;U..as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;ft any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater Page 5 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: L7AJ Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 WPA Form 5-Order of Conditions eDEP Transaction#:619569 Massachusetts Wetlands Protection Act M.G.L.c. I31,§40 City/fown:BARNSTABLE Standard 10;iv.all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:L)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-tern pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 19(f)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement 0 The responsible parry shall operate and maintain all stormwater BMPs in accordance with the design plans,the 0&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: I.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); ?.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. ) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. �) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. n Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: Page 6 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection , Provided by MassDEP: - Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 WPA Form 5-Order of Conditions eDEP Transaction#:619869 Massachusetts Wetlands Protection Act M.G.L.e. 131,§40 Citytrown:BARNSTABLE D. Findings Under Municipal Wetlands Bylaw or Ordinance I. Is a municipal wetlands bylaw or ordinance applicable?r Yes r No 2. The Conservation Commission bereby(check one that applies): a. r DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not ga forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw.- b. .C, APPROVES the proposed work,subject to the following additional conditions , TOWN OF 1.Municipal Ordinance or Bylaw BARNSTABLE 2.Citation S.237-1 -237-14 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1 AND 7.2 r Page 7 of *ELECTRONIC COPY SE3-5133 Name: Michael&Carol Hirsh Approved Plan= December 23,2013 Revised Site Plan by Roger Paul Michniewicz,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may result in serious consequences. Such consequences may include issuance of a Stop Work Order,tine(s),the requirement to remove unpermitted structures,requirement to re-landscape to original condition,the inability to obtain a Certificate of Compliance,and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5 through 6. The Special Conditions.if necessary.are contained on Pages 7.1,7.2 and 7.3 All Conditions contained herein require strict compliance. H. Prior to the start of work,the following conditions shall be satisfied: I. Within one month of receipt of this Order of Conditions,and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)on Page 4 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s),and the project contractor,to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. M. The following additional conditions shall govern the project once Work begins: 3. General Conditions Nos. 13 and 14(changes in plan)on Page 5 shall be complied with. 4. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 5. Unless extended,this permit is valid for three years from the date of issuance. 6. All construction shall conform to the approved revised plan. 7. The seasonal pier components shall be stored at a suitable upland site. Floats shall not be stored on the pond shore; they may be stacked upon the most landward section or two. Page 7.1 I 8. A small sign shall be displayed at the end of the pier. It shall read SE3-5133; 50 Tern Lane 9.. The wash-ashore plastic jet sld ramp shall be removed from the site. IV. After all work is completed,the following condition shall be promptly met: 10. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect, landscape architect or land surveyor,a written statement by such a professional shall be submitted, certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the approved plans. This statement,along with Form C,shall accompany the request for a Certificate of Compliance. Page 7.2 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands sE3-5133 )" WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable Citylrown E. Signatures Important: This Order is valid for three years,unless otherwise specified as a special DEC 2 4 2013. When filling out condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance forms on the computer,use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers, to move your cursor-do not The Order must be mailed by certified mail (return receipt requested)or hand delivered to use the return the applicant.A copy must be mailed,hand delivered or filed electronically at the same key. time with the appropriate MassDEP Regional Office. Signatures: - ❑ by hand delivery on by certified mail,return receipt requested,on DEC 2 4 2013 Date Date F. Appeals The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or,hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided In 310 CMR 10.03(7) within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Departments Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. wpa5sigs.doc•rev.0 212 512 01 0 Page-fa-1 I , Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 WPA Form 5--Order of Conditions eDEP Transaction#:619869 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 CityfrowwBARNSTABLE Ll E E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified 12/24/2013 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended 1.Date of Original Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must be signed by 5 a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant. Signatures: LAURENCE MORIN DENNIS R.HOULE LOUISE R.FOSTER FAT PIU LEE SCOTT BLAZIS r by hand delivery on r-by certified mail,return receipt requested,on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Comnssion and to the applicant,if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131,§40),and is inconsistent with the wetlands regulations(310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Page 8 of 9*ELECTRONIC COPY BARNSTABLE REGISTRY OF DEEDS Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5133 l WPA Form 5-Order of Condition eDEP Transaction#:619869 sCityrlawm:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L.c. 13I,§40 L�) G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. .......................................................................................................................................................................................................... To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 50 TERN LANE,CENTERVILLE 003-5133 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of- County Book Page for. Property Owner MICHAEL&CAROL HIRSH and has been noted in the chain of title of the affected property in: Book Page In accordance with the Otter of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: InsttvmentNumber If registered land,the document number identifying this transaction is: Document Number Signature of Applicant Rev.allrola Page 9 of 9*ELECTRONIC COPY ti TOWN•OF BARNSTABLE BUILDING PERMIT APPLICATION- Map /9� Parcel ''1�n2�o f r�tr �:� `Permit° Health Division �,1� I I T�' - f��LE 5 Date Issued ENV@r0r,4f�q,r°.,- Conservation Division �v 0 3 '� ''i1� w.r..��"�� °� .*1Y0e . �a � n Tax Collector f Treasurer . Planning Dept. Date Definitive Plan Approved by Planning Board `` --' Historic-OKH Preservation/Hyannis �.t Project Street Address o s Village t 4 Owner Address "' ,Telephone 4 Permit Request Square feet: 1st floor: existing kJr proposed Tp ,- 2nd floor:existing O proposed /�O Total new /7� Estimated Project Cost Zoning District* Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family)d Two Family ❑ Multi-Family(#units) ' Age of Existing Structure Historic House: ❑Yes 10 No On Old King's Highway: ❑Yes X No * Basement Type: %Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) .96 Basement Unfinished Area(sq.ft) 71 A Number of Baths: - Full:existing / new / Half: existing new Number'of Bedrooms: existing_,new Total Room Count(not including baths):existing _!V new— First Floor Room Count V Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes D No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:D existing ❑new size `' Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial D Yes ❑ No If yes,site plan review# F Current Use Proposed Use. • t BUILDER INFORMATION Name Telephone Number .34 A Address_ ,l q irki/Ju.�.r �• License# •�Qiw ����� �i Home Improvement Contractor# Worker's Compensation# • ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY .T PRMIT NO. DATE ISSUED _..f _ ;. _ • i MAP/PARCEL NO. t .r° ADDRESS -' < z _• _VILLAGE OWNER , �f �. •a * F.. # .4 t . ".i.s'-'d' ` • - ' i t ~� ' �J ; - + , t• • y( i � of _DATE OF INSPECTIOI4 - FOUNDATION FRAME INSULATION - FIREPLACE t ELECTRICAL: ROUGH FINAL- PLUMBING: - . ROUGH FINAL GAS: - + 'ROUGH FINAL FINAL BUILDING (IV � bec Gam. `��t - . DATE CLOSED OUT ASSOCIATION PLAN NO. ! TI+E The Town of Barnstable �►nzvs,^nstE, ;5¢ Department of Health Safety and Environmental Services Arm ' ' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: �� ia.�,r�.� Estimated Cost / �' 4 cv v Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: D to Contractor Name R gis tion o. OR Date Owner's Name q:forms:Affidav Table J=b(continued) r prescriptive Packa;es for One and Two-Fmo*Resident-1 Buildings Seated wdb Fossil Faeh MAXIMUM mmmuM Glazing G107in8 Ceiling Wail Floor Hasemm Slab Htae*Co &g Ann'('A) U-va wl R value' R value &valuer Wall Pietime:Q Fomm F.SS icwe Padmee & ae &value' 5 l to 6500 Headng Degree Dam Q 12% 0.40 38 13 19 10 6 Normal R 129A U2 30 19 19 10 6 Normal S 12•/. 030 38 13 19 10 6 85 AFUE T 13% 036 38 13 23 WA WA Nomrai U 136/. 0.46 38 19 19 10 6 Nannal V 150A 0.44 38 13 23 WA WA 8S AFUE w 1S% 0.52 30 19 19 10 6 8S AFUE x 18% 0.32 38 13 25 WA WA NomW Y 19% 0.42 38 19 23 WA WA Nomml Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18•/. 040 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL. YES: NO: q-forms-t980303a a Footnotes to Table J5.2.1 b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, sk `i�ghts, said basement.windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gros wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft'of decorative glass may be excluded from a building design with 300 fl of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-39 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. J 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall. For example,an R 19 requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. "Me entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building.utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52-la NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,wall,floor, basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 _ The Commonwealth of Massachusetts Department of Industrial Accidents -= - Ol//ce of/oPest/gat/ooa t 600 Washington Street Boston,Mass. 02111 i WorkersIC om ensation Insurance Affidavit name: ��l location: _ r Dhone# ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one workin in aclty ❑ I am an employer providing workers'compensation for my employees working on this job...... ... ....................................................... ae...... .........................................:.... .. ;: > s . .............. . .. ............ . ... ..... . ............ . ............. .... .. ...2-1 : X.... ..I. .. ... ... ........ ......... .......... i.::::: ... ..... I I-. . . ... .......... .:..::::: :::s::::::;:;::;;;;:;:;:;:;:: ...................:......:;•:r.. ... ...... .... ...... ... .. .... : : X ............... ................. .. :'..::;J.;ri:t..;:j: :;:f"::!::Y:.':` r::i:::.::'.` '.'::.''}`?'` ':`":.`�i::;, :.` ••.;::'.''''.if".:�'f::`f:::iiF {+. ' :::::::•::::::>:i::::::+?ii:?: i::i { i'r .. ... . iristirance uli # ;: I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: ::,:: s» ...................................s<: ..... : ................... ..... » �j -'',. % '':<;::v':f:;:;........'.!'!.i' ?..�.,:;: :jj:f?;:�t�•L:`+.i•'}:.'. 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': :.iiii%:ii• :�,.-. ... :.:::. ::::X-::: :: ::: �P- .::C•JF'� .................. ... ... :::...:.:::.:.::::::.:::.:. ::::;::<;:...... »::>:::::<::. ................. ........ . . . ...... . .............. . :.::::::.::.:::..: :..::.:.............:.::::::::.:..,::.,.:... :i:::::::::.: ;;;.:.......... .. ................................ # .... ............ ......... ...»:< 8.`•_ %<> :......:.....:..:.:..............................:...:............. . ..................................................................... . .:::........:.:::....:..................: . ::......,......:...:.:...............::.:.:.............:.:................ Fafiffe to secure coverage as required under Section 25A of MGL 152 can had to the imposition of criminal penalties of a fime up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand t art a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is trw.and coned Signature Date 4LA9 Print name Phone# official use only do not write in this area to be completed by city or town official city or town- perndt/llcense# ]C3udlding Department OUcensing ard ❑checkif immediate response is required electmen'sOBice JEW ealth Department contact person: phone#; _ ther (mud 9195 PJIy Information and Instructions ti Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity,,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the ocaup"ant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,.neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. 1 Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance.coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any g iestions-regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference'ni tuber. The affidavits may be returned fo the Deparhnent by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: - The Commonwealth Of Massachusetts Department of Industrial Accidents 8fflce of lwesdoadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 I k I �1ae �omvnoouuea/,l�i o�✓�Cuaae�uueCa DEPARTMENT OF PUBLIC SAFETY CONSTRtt.YI.D'N S9PERVISOR LICENSE P stb r � "'Expires: W uh AG�N,UR L DOIGOFF PIS /19 McCORNICK OR W BARNSTABLE, NA 02668 7777, �`'r�i,e ioosnmaiiu�.lJ�i�o�✓�ma�lju,9e� t '=HOME IMPROVEMENT CONTRACTOR ;:Registration ;'204499 "*Type PRIVATE CORPORATION Expiration 91/14/00 ART DOLGOFF BUILDING/REMODELI ur L. Dolyoff. ADMINISTRATOR MCCOrmiCk Dr W. Barnstable MA 02668 k , STANLEY F.ALGER,JR • 38 LEONARD DRIVE • OSTERVILLE • MA • 02655-2416 • 508 428-2383 ARCHITECTUT FAX 508 428-2383 REGISTRATION NET•Salger r@aol.com DQ MA No 1267 ENERGY COMPLIANCE DATA February 24, 1999 PROJECT NO AE9611 APPLICANT: Michael G. &Carol N. Hirsh 50 Tern Lane Centerville,MA 02632 AGENT: Stanley F.Alger,Jr.,Architect FIND TOTAL R: (with wall construction as follows): A. 2x4 Studs at 16' oc: R. Interior surface 0.53 1/2" Pine 0.23 3/4"t Plywood 0.98 Interior surface 0.53 3-1/2"t Blanket Insulation 11.00 Interior surface 0.53 3/4"t Plywood 0.98 2-1/2't Log siding 3.13 Exterior surface 0.14 Total R= 18.05 U =0.0554 B. 2x6 Studs at 16'oc. Same as"A" except R-19Insulation: 7.05 ¢",Blanket Ins compressed 19.00 Total R= 26.05 U =0.0384 C. 2x4 Studs at 16' oc. Same as"A" except 3-1/2"t Log siding: 14.95 3-1/2"t Log Siding �3. Total R= 19.33 U =0.0517 AREA SUMMARY: . A. Walls: (net square feet) 1. Exposed exterior 2x6 stud walls: 18. sf R= 26.05 2. Exposed exterior 2x4 stud walls: 186. sf R= 18.05 3. Exposed ext.2x4 stud walls w/3-1/2"t Log siding: 58. sf R= 19.33 B. Insulating Glass: 59. sf C. Ceilings: 174. sf D. Floors: (over heated bedrooms): 167. sf Stanley F ger,Jr,ffichitect Page 1 of i �w STANLEY F.ALGER,JR • 38 LEONARD DRIVE • OSTERVILLE • MA 02655-2416 • 508 428-2383 V®ARCHITECT FAX 508 428-2383 REGISTRATION NET•Salger r@aol.com MA No 1267 mu ENERGY COMPLIANCE DATA 0 February 24, 1999 PROJECT NO •APPLICANT: AE9611 -- Michael G. & Carol N. Hirsh 50 Tem Lane Centerville,MA 02632 AGENT: Stanley F.Alger,Jr.,Architect FIND TOTAL R: (with wall construction as follows): A. 2x4 Studs at 16' oc: Interior surface 0.53 1/2" Pine 0.23 3/4"t Plywood 0.98 Interior surface 0.53 3-1/2"t Blanket Insulation 11.00 Interior surface 0.53 3/4"t Plywood 0.98 2-1/2"t Log siding 3.13 Exterior surface4 - Total R= 18.05 U =0.0554 B. 2x6 Studs at 16" oc. Same as"A" . except R-19Insulation: 7.05 6" Blanket Ins compressed 19.00 Total R= 26.05 U =0.0384 C. 2x4 Studs at 16' oc. Same as"A" except 3-1/2"t Log siding: 14.95 3-1/2"t Log Siding 4.3$ Total R= 19.33 U =0.0517 AREA SUMMARY: A. Walls: (net square feet) 1. Exposed exterior 2x6 stud walls: 18. sf R = 26.05 2. Exposed exterior 2x4 stud walls: 186. sf R= 18.05 3. Exposed ext.2x4 stud walls w/3-1/2"t Log siding: -58. sf R= 19.33 B. Insulating Glass: . 59. sf C. .Ceilings:''. 174. sf D. Floors: (over heated bedrooms): 167. sf Stanley F ger,Jr,Ochitect Page 1 of 1 > S Y M B O L L E G E N D < fd Around/Round ea each Gs Glass Shelf Ps Perms SP setting Plate ALTERATION & ADDITIONS * at(Location) of each face HM Fblkry Metal . PT Pressurere Treated ated Sq Square AFV Alum Fnd Vent El Elevation IF Inner Face PVC Poly VinylChloride SVF Seamless Vinyl FI BF Bottom of Footing Eq Equal Jst Joist QB Quick Bolt sw short way BIk Blocking ew each way KS KANT SAG Pdwr Rftr Rafter SW Shear Wall 6}O the bft bolt Ex Existing Ld Lead RC Reinforced Conc SYP So Yellow Pine BP Bearing Plate FAI Fresh Air Intake Coated Copper RCS R cone Slab TB Towel Bar CAPE COD RESIDENCE Brdg Solid Bridging FC Fire Code lg Ig long RdC Red Cedar T&B Top and Bottom — - BRO BROSCO FF Finish Floor by long way FIG Ridge Girder TC Tob of Concrete CDX Plywood Sheath fpf feet per foot MB Masonry Block Rs Riser Td Tread CFC Conc Filled Colum FG Finish Grade MP Mufti Use Screws RO Rough Opening TF Top of Footing �f Cl Cast Iron FP Finish Plywood NA Not Applicable RoB Run of the Bank TS Top of Steel CL Center Line FtgGB Footing OA Over All RT Ride Vent � VC Top�Wall MICHAEL G1. & CAROL N. HIRSH Clk Caulk all 0 GB Gypsum Board cc on center RY Ridge Vent VC Vitrified Clay CT Collar Tie GBFC GB Fire Code o/e approved equal SF Subfloor WCS White Cdr Shngls Dbl. Double GBW Water resist GB OD Outside Diameter. ,Sgl Single w/ with DP Downspou . OF Alum Guff a DS Pkt Pocket SID Snow&Ice Dam WP Waterproofing 50 TERN LANE CENTERVILLE • N A DS Downspout OF Ground Fault PL _ Plate SM Stud Mullion WWF Welded Wire Fab Dwt Dowel GI Galvanized Iron psf per square foot SON Sonotube • 1 INDEX TO DRAWINGS Series 1: SITE WORK SMOKE DETECTORS O.K. CONSERVATION COMMISSION la- SITE PLAN Town of Barnstable: File No:SE3-3310 Series 2: BUILDING PLANS � G Issue of Orders: June 9,1998 2a- BASEM]Wr&FOUNDATION PLAN. l , cc � Recording Date: June 15,1998 2b- MAW FLOOR PLAN BARNSiTA1.3LE BUILDING 09PT. 2c- LOFT FLOOR PLAN SITE PLAN&CONTOURS: Robin W.Wilcos,Reg Land Surveyor Series 3:EXTERIOR ELEVATIONS SEPTIC SSTEM: 3a- EXTERIOR ELEVATIONS-SE&NE Craig R,Short,PE 3b- EXTERIOR ELEVATIONS-SW&NW Series 4: BUILDING SECTIONS `SSERED'Alp-6—y� 4a- SECTION t1mw LOFT 4b- CUPOLA SECTIONS&DETAILS GRAPHIC LEGEND / y p f 4c- PORCH&DINING AREA SECTIONS No.1267• y 4d- DINING PLAN&THREE SEASONS SECTIONS A" 2xa SYP studs 16" OSTENVILLE. 4e- STAIRWAY SECTIONS&DETAILS Wes: Finish ;o MASS.' Jy 3/a"C•C Plywd-plugged Joints staggered 1,100 Fb-1.4E side w/10d GI 0 6'cc Lumber �F,trH OF M Series 5: SCHEDULES L 5a- ROOM FINISH SCHEDULE ntin 6x6 SYP 2x6 SYP Stud SYP" I plywood BI 9 Column @ 16'cc 1,500 Fb-1.76E Series 6: INTERIOR ARCHITECTURAL DETAILS ALGER Enterprises a- 6 INTERIOR. ELEVATION S SHFaR,WAt.t.t FGFND r,;g, LVL: Ex Building ARCHITECT SWA = 2x4 Dbl Walled TYPICAT.DO lR .F,S AR grr, Structure and/or 38 LEONARD DRIVE W g,c 2950 Fb 2.OE Series 7: STRUCTURAL FA SB = 2x4 Sngl Walled . WALL.CONSTRUCTION s New Doors a OSTERVILLE•MA 7a- LOFT&ROOF FRAMING PLANS SWC 2x6 Dbl Walled Scale: 3/4"=V-0" Windows SIM 0 2 6 5 5 - 2 4 1 b 7b- DINING ARE FRAMING STANL.EY F.ALGER,JR Mass Reg No 1267 Series 8: MECHANICAL SYSTEMS Tel: 508 428-2383 Fax:508 428-2383 Salgedr@aol.com August 12, 1999 Ownership of toot shed conveyed to BRUCE P. PHINNEY,et ux Carol N. Hirsh by Bruce P.Phinney, 10'Power 41e Easement et at subject to license to maintain i Released 14ay 1956 agreement,dated 100485, '" Recorded: Bk45 Pg 229 36 120 no 4 N71°4240' "E r�i cg N cv I zyYaY `i>; �\ c� ri �. -- .<. 264 T`7 x•�<' Pam' ? 111 `u A. mg' �w �.`S "Y�`� � ` Y '•• - x �I s' I / � i I �/ I / / /scam nc�"$t � ' - T•(k;rF3'foCk • u`�I 40 CB ` Ex Want A ` Fut R s seed.°' 80 71: :Lake 1: 34.83 I j 1 I I v> New V EXI ING �_.- I I ]21396 t / ole/ Wall � RESID NCE I NEW �' �' P3$; 1 501 / ',i \ -El-4362' m r \;J /' /= steps `,, i ADD ONS --- 1 i / N IW Gwe SLIP$ 6 y 01 \ //i i\, i / ' fr ( % PRES VE cn 1 �, AS I19:PPinepie ` I j \ / BIRD S.YYCTUARY I t \ �{^fr , • 1N. AREA \ I . " map \\ _ _ \ �t6 xz _ Line • \� � fi��Y���°°�'$r. � -u.'�y/ \ , \�. ` I •� �� —�• .. .O chi M clj /L-1� v 1 13' \ \ oI N 10'Power Line Easement Released May 1956 \ .Er ` — Recorded: Bk 945 Pg 229 ALTERATIONS A ADDITIONS m ae CAPE COD RESIDENCE 61" ST N MICHAEL G& 6AROL N HIRSH , L E G E N D G\SlF KEO^R H/� 50 TERN LINE-CENTERVIILF.•MA et oR —--—Property Line F_ Wetlands Zone �� e�Ev 1--44 fP fcr �V�F^�L^� Roj No: AE961 I Edge of Wetlands o �'Conservation Area /I y ,,.>A R C ti I T E C T< Dare: Q$ i RD Staked Ha I 38 IF RVILL INWE �66 � KpRV A K- —Existing Contours Y Bales � t\e. 12E7 �_osrERVL11 F•CIA Rev: / _ eSrfu Vl ll C. 02655-2416 �` --- New Contours r / o r�Ass MAss REG NW 1267 t —————-Edge of Hardened Surface 72___ Existing Elevation TEI' Sosa2a=� Scale: I"=20'-0" :00 /y'%- GL FAx: SOH JL1•?1Rf t �tiStone Wall i/ FNERAL I:ONTtACrok StIALL ��No: 1 a ()F tr, 2' .VERIFY All.DIMENSION AND Of: .(,� •......+„i• (oNDmONs ON THE srrF SITE PLAN A B D E F T-T' 3 1 T " 1/2" 15'-0" T 8" 14'-4" 1/2" 6 8��e" 7 O 7 1 W---------------------- 12x4 Stmpd Alum STO 11 11 � w' PLOW Scmd Vent a; 2 II II '` II BULHI IFAD I 1 I II 5 11 b 3 �� ;y x1 wv WORKSHOP I I ? FUTURE 6 z sM r 3 k. .. " RECREATI N34 — ' 1 I I ROOM ;t " N HAUL o i i '' Futit Ex Stone& in .r 5 ® i co o I I '' CO t I �' t'rl Concrete Floor" 4 St Alum e Stove ` = ' ' = = = 1 I1 3CD Scmd Vent o I I —= 1 yt 5, 9 N -Remove Ex Stair 8 Chimney I yt co I 1 :L yl y 2L cv a Block in openings as detailed X 1 �'; I I 11CD c:.;.:.:.:'.... Bench 17Fr . dLAUNDRY&SHOWER § I I 8 ReLAVmove I ' F I w• I I Step I 1 ` . I I NEW HEATER •:'.•.r i 1 1 1 ROOM 8 FAt W I I Z ..N:..:•....:: Shower F Ass I I Remove sash for in t KJ S t Panel make-up air 1 f space s ,� I 12x4 St Alum 1 O 9 4 1 Scm}1 Vent t --- rJ•--window over 7 I 16x I Cast Alum Cast Relnt Cl) DRAWING NOTES o u I Ad)Scmd Vent Concrete — 01 Int Cons Rg 241w x 12"dp®GL•B1-9 ~ ;';'?;' ;' :;?; 2-Int COnc Rg 24"w x 12"dp®GL:GA-B > -'-" :•':•'. _ CRAWL SPA E Areaway 4d Scale: 1/4" V-0" 3-_Int RC Rg-12"x12"x 48"lg®GL:A3-4 :�......:...:....:...:....: Ai- plus4C C u munoxs a Annmor+s w cwra w/4-#40 Iw+3-#40 sw a con 4-Relocate 8 widen basement window opening I :�•ff: .. }} B 16x8 Cast Alum B 5-Int RC Fig-20"x 12"x 96"Ig w!5-#40 hw .'l.'- .:.::.`:.'ar`:`..:.':.::.`:`:;:... Scrnd Vent NIICHAEL G&6AROL N HIRSH plus 4-#40 sw S0'�LANE.CENMVUu'MA 6-Int RC Fig-18"x 12"x 96"Ig w/5-#40 Iw I 2x6 SYP-TD curb 12 Stmpd Alum ED ARC ALcee Pro'No: AE9611 plus 4-#40 sw Pd Sand Nr In js F.usyir``� SiA II'cYx i r e car Date: August 12,1999 7-Membrane WP-TF to FG 4C Cast Reinf Cast RC area ���� ,YAW o�°M Rey: 8-12"0x4WdpCF-SONO 7 7 ! co P o:sss 34r6 A Concrete No. 1267 MASSRWNo1W7Scale: 1/4•=r-0. 9-6x6 SYP-PT on steel column base assembly A-See Detail Areaway o OSTENVILLE. FAX wane-2m D,� No: 10-4x6 SYP-PT on steel column base assemply B-See Detail MASS. o mrxxncroR sruu g 11-4x4 SYP-PT on KS PA-44 w/KB 12-412 Qulk Bit �yy P� �Au.nam+slorsAtm Of: 15 2 a �f`fTh MPSS comxnoxsor+nmsmi OF BASE NT&FOUNDATI N PLAT -------------- A 4a B D jk F A -7" 3-1 7 " 1/2" 16-0" T 8" 14'-4" 1/2" 5-8w" 1 - -- I------ -------- - CN143-3 SYP 4x6 --- — r? 3 O I S 3 Column I ` — � I a 3 + CN145-P4045-CN145, 2 Existin 14 EAST BEDROOM 3: 8 : t Bulkhead �' tI `° I SEE SECTION 4a w b 3 3 ,? — h .` Remove all h terior s walls&pa Ions 4 I 31: C Sw•C Via; 2 f` I - ----- _ rA 11VIN AREA N m F, Shelf Pble ¢hglf yv/Ffble Y 1Shetlw•Pche.•. W/D c 5 y LO Q a I Loft 0 5 1 N N a I IRemove all intdfbr ANT 00 Landing THREE SEASONS ROOM - -- - r i Its&partitidris over N SEE SECTION 4c _ d I 1 Bsmnt Exh' ; `"Fixed Skylight 'M I Delete steps& duct risers ' '._ . SK5724 m I 3 ---------- $ raisetkxx 7 I 5 WEST BEDROOM '�BA I I I`"-_ ; T-ixe4 S 2�ht _ 9 ¢------------ I e I SEE SECTION 4a O -r-.� Foundation belo --- ----------- 2 s"i9ht ve• f/t'= F \ I f 3 ---s--�-- 3 ----- $Ki2a - _. ----- C;F_____..__: =: u — c 9 j I R id Bent Frame \� o — :::::::::::1r::::::::::::::::::: I. ca4 -- ----------------------- -- co DINI1V AREA --- > 1 T t N ODRAWING NOTES i 4C T-- SEE SECnON4c------------" I 4C 1-6x6 SYP on KS DB 66 I B ::::::t�:::::::::::::::::::: to CL 2-4x6 SYP on KS DB-46 w/KS PB 44 6 I -- J Rigid Bent Frame a I 4d Scale: 1/4"=V-0" 3-4x4 SYP on KS DB44 w/KS PB-44 _ _ _ ------`--- 1�----------- B uTOtAmon Amnomvwc mcmRwmexx 4-LVL 31a x 7v4-GL:A(1-4.1)-Fb=2.0E A I MICHAEL G&6AROL N HIRSH 5-LVL U2 x 71/4-GL: A(4.1 -9)-Fb=2.0E I 50TERN L&M-CEWrERVRIE-MA 6-4x8 SYP-GL:1 (A-B) 4C ��\ ?q :.,,I�::::::::r ��� G\StEREO ARcy�T ucvs Proj No: AE9611 pp,,,,� I 1 .4. F,`t F.A( FC siANLEy P. rR �`;S2 i Eq >ARexr recr< Date August 12,1999 7-4x8 SYP-GL: 9(A-B) � I �Z � � c �. 8-2-LVL 1v4 x 71/4 w/3x10 SYP Spacers A ��V I .yP �� ! +� p 3 LZONAM•P"E Rev: GL:C(1-5). LVL: Fb=2.0E-Architectural Grade �� �� No. 1267 ,�� o:sss-:4 r 6 9-2-LVL 1w4 x 7va w/3x10 SYP Spacers OSTERVILLE. MASSRW ri"IM7 Tfi soe axe x Scale: 1/4"=1'-0" GL:C(5-9). LVL: Fb=2.0 E-Architectural Grade \� I I�' c -ASS. Jy FAx: M@4xs•ZM Dw No: 2b s• �� cvrrrRAcrOR srwl g P veruYAu.omm+sroras�uro 1$ • OF M S �'�NOnTo!$otl Ti rIE MAIN FLOOR PLAN I , I tog C ,�, F'D5 rT rri•GF _"T. {'_+`"ni-i`""ccs '•S4 ATs"s- aP T�^•r-� � F C ..-+i,: y .+.'? i ti � � r 2 � a• ++ ..Jl IB] M r <...� 4.,acf?Y. •u.s7..�. '!^l.".ma �.• .a Lw..� ds,di '.� i3"�wi.liu '�'"�.2�Z+_a.l_ Y4 t �.C.'#.•�iC'7i 3 ''.v a � v O ���.. �� � `_ !�.� `S�- .�,�a.�F�=s h s�^c;h i >.. z aers'wy..�ry,.. _,„,y,r". ?».-`•�C.! � ��}.5. 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W Y T•y_ ` w Q® t � I 1 -------J fl II I=� 1 I 1 11 I I L——————�I I I 1 I L� I I I I I I I 61I I I L I ----------------------- I I ————————— f_----I------------�—1 NORTHWEST ELEVATION SOUTHWEST ELEVATION Scale: 1/8"=1'-0" Scale: 1/8 =1'-0" �c ALTERATIONS a AD=0NS b A,CASE COD RESIDENCE NICHAEL G&CAROL N HIRSH So TERN LAM.CBMEERM E•MA AIceR Proj No: AE�9`6111 S`ER�D ARCy? I I.S'AAY ITEC7cR Date: F.440 FCJ. onm jzDMMAAE Rey: � _ 02633.2016 P l ti N No 1267 o.1267' - �428.2M Scale: 118"=1'-0" OSTERVILLE. W FAX, 5W4M2M Dwg No:XI 3b \ MASS. Jy Oy�L aN1RACMR SHALL 0f: � �+� CbNOTIIO TILL sSITE \ rf{SIN OF N'PSSP/ EXTERIOR ELEVATIONS-SW&NW Plywd Gusset ea side ROOF flypical> - — 20"x 3/4"x S,a" HD(no tab)Asphalt Singles Underlayment-Glued$Mineral Surface 15/1 Felt T 2 3 4 NailedRidge Vent 5/8"t CC Plywd-glued 8 nailed Pitch: < . Pitch: 6 2x6"Bent"type rttrs®16 oc a; rxrx 12/4 <�< < < <, 12/4 R-30 Cathedral Batt. 2-KS MP-A 6 MIL Poly 2-KS MP-A y • 2-KS MP-A Each Ratter ZX6� ®rs" ac a ter 7 T t Each Ratter 1'-0" 2-KS MP-A 61.0T Alum starter vent Each Ratter 0 4x5 Alum gutter w/I- RG: HIGH ROOF GIRTS I 4x5 Alum Gutter r I: S&F into rftr tail. ,:,, _ --•- w/Spike&Ferr 60.22' 1x4 Cedar backers 3A• RG 3A•B:2-2x8 w/2,a"t CDX P s RG: RG 4A•C: W1ox17 w/Nlrs T&B S 3!4"t Corr Plast Vent RG: ' 4A•C RG 6A•C: W10x17 w/Nlrs T&B Same as Opp Side 3/4"Cedar soffit. I I 6A•C RG: AG 7A•B:,2-2x8 w/21a1 CDX t- Cedar Log ( o CEILING feel r-----'-----(CEILING feel 7A•B Cedar Trim _I 2X3 Ceiling joists®16"oc j 2X3 C#ling joists®16"oc I 'i t _ 3 5/8'4 CC ply-10d GI nails® do .a 5/8"t CC pry 0d GI nails 9 6"oc 1 1 s. c°S 1x6 T&G"V"bd Gr Pine ru�, f �' �_,' 1x6 T&G"V"ixf Clr Pine. 1 x " 1 M left to right ,f. i , i i un left to right. 1 RASLINGSYSTEM (SYP) i C7 ;.� I g Top Rail-2x6 Cut t o ¢ .,•' LOFT (BREDROOM o Top Subrail-4x4 halved®cmrs Io CC �'c�` r Cz Bot Rail .4x4 l�, Co /�° I I Ii I li la Q / 1 iDoor Lead Flashing 800 O Balusters-1 in"sq 31n"oc l m +n' F l I DBBL SE4 SHEAR will l'-. /�/ / a I I rypfcal NE&SW Walls) Ex Pitch:_-__?.,_;,- 2X4Studs®16"oc 12/5.75 13/4"t C•C Plugged Plywd I` % LOFT FLOOR GIRTS I 1 e4 sloe w/staggered joints Roof Window LG 1A•B: SYP 4x8 I 1 I Face grain vertical, in Bath LG 3A•B: W 8x15 w/Mrs T&B j & iled w/10d nails 6"oc. xrx< ' LG 4A•B: Ex 6x6 w/Wea side 1 I 11 Ins Bat w/6 Mil Poly<� < iRun Membrane " LG 6A•B: Ex 6x6 w/2x8 ea side l I Interior finish 314"Random RV2r / ► l ,•+ up step 8 under j LG 7A•B: W 8x15 w/Mrs T&B l j dth Clear Pine-Vertical 2> �� door thresy,61d 1,; LG 9A•B: SYP 4 8 1 I SF-El: - ' 2x3 Framin ®16"oe Top of Ex - i ___ _ _ qussettedto Loft_Shear _ —6x6 Girls _ _ wall with 3144"t C•C Plgd plywd El:52.54' 2x8 QXQ 0 16�c ,r'" v glued&nailed to framing. LG: 1A•B w/ I 3A_g 4q.g 1/2"t Gup Bd LG: Laundry& 3/4"t Clear Pine,1x6,"V"bd, CPV ,Lags w/ ratT.nvc: R mr>�3&wal 6A'g Shower Ducts LG: T&G. R-0O Insul blanket S�nED AR Box in beams&girls LOFT FLOOR 7A•B LG: 1A•B w/ ��S lF washers®24" g < F.A(bE c Pap Lope deck system w/3/4"Clear Pine. — 3/4"t x 51re"SYP T&G"V"bd—left to right 5/8"x8"Lags w! �pa ? oniSYP Td Sleepers Crnr fillers-Flat — ' S/8"t C•C Plugged Plywd,glued&nailed, washers®24" ! % P 7 mbran r fi No:126 - Mee oo ng w/exposed edges back-blocked-2x4 fiat: �� ..t �'• {O OSTERVILLL 3/ Ext underla nt 2x 8 Jsts 1 yme @roc �; — MASS. J 5/�"t CDX SF R-22 Insulation Bat - _ ��o•� 2x8 Jsts(cut)0 16"oc c� [__, 5/8"t C•C Plugged Plywd,glued&nailed, w/ ntermediate blocking. �° w/exposed edges back-blocked-2x4 flat Lg X 6" [n ur N o - F5/8"X 6" 6 Mil Poty a�_ CLOSET 6 Mil Poly L9 Lag - r ---� r AIGFA - L La w/ w/washer �a �� g g 1 x¢Clear Pine V bd,T&G �5 3/4"t x 5,a"SYP T8G"V"bd—left to right �®-STAD71tY F.AI.GFIL m washer P Lo gway-left to right. �° R-19S wRCH1T ECT< IFANARD DRIVE 410 Insulation WEST BEDROOM axe SYP ►S�oiFsss z:l A MASS RED No 120 r 1 TEL SM 43&D83 - i FAX:9847&nW 5/8"X 6" GENERALCONmCroRSlwt �5/8"x 6" _ EAST BEDROOM Lg Lag ��, i DE�,,5,o„s AND L La wi DDDi1DIIIDN4 DN„�SITE 9 9 f � w/washer washer I [--� DBL SIDED SHE 6 Project No: AI�I I ro i Pine finish - (See above / r--' Scale: 1/2"0 V-0" SF-El: New SYP Random width flooring--"V"bd,T&G New SYP Ra m width flooring--"W bd,T&G _r 44.50' S/8"X 6"Lg Dwg.No: o R-22 Ins R-22 1n Existing First Floor System R 22 Ins 5/8"X 6"Lg La OC�� TW EI: TWEI: _WORKSHOP New Trial WSYP Girt R-11 Snd Insul LAUNDRY& H SECTION dtw LOFT R 43.6r `- 3 40 O5 6 7 B C ROOF CONSTRUCTION 3'-0" CIRQLA ROOF Roof vent cap RG•EI: Self-Sealing HD 300#Strip Shin Pitch:12/7 68 19' 15#Asph impr felt L �•�o3" 3/4"t C•C Ply,6d nails®6"oc Sinn= 0. 2x6 Rftrs®12"oc Cos=0.86338 '0 @ R-19 Blanket w/PRO Vent Alum �� Tan= 0.5833 ai I' I 1 o N Vent i Q_ I I m N 6 Mil Poly I I c 1x3 Strapp @ 12"oc Drip 1 X a 3/4"x 51/2"F Pine,PI to Ridge Edge I O Fiexiframe I PL•EI: f°C Peak 1 ro 4. i I a 66.01' I `a t\, Pentagon I LL: I I L: C I N I r-- ——— ------ &-Oie IR O T;. I I AP32V kwning 1 ¢ on 1 I I I I I tr WAi.LCONsiitirLTION(Int/Fxt) O 1 I 3/4x52n F Pine,Horizontal ccI t: 3/4"t C•C Ply-See Dwg 2c Cc AP32V 1 w` 2x6(cut)SYP Studs Q 16"oc Awning I R-11 Blanket Ins 3/4"o x 50" r I 1 I I v Loft Roof 1 I I 3/4"1 C•C Ply-See Dwg 2c I I j t 6 Mil poly. Hanger rod t I " Stiff t 1 F 1 I 11 I 5h-' 1, I Log siding Each end (L• 1 1 I I �` ak .. / _ gneCtwn •MC 10x21.9 end. Connexion 61.07 ��•���,� �•� � ,�., 61.OT ee•;Owg 7a Closure Channel see 7 q `y RG:4A•C beyond . LOFT ROOF /Pitch: 12 a SECTION 4bB L=18.3 --- --- _i I NOTE: Studs for alllfour.Cupola walls 1 — Ii CUPOLA looking NORTHEAST Sin: 03162 62 i; I % shall be full 12n"t x 424"w -cut from j j O, I Scale: 1/2"=V-0" Cos: 0.9487 I 2x6 nom,for concealment of steel girts % I ¢ 1 ¢ AV+/31 Tan: 0.3333 I I . Q l •;�: L .a @ j .q Awning , � F)USTt�ROOF ;t ---- 1 F --N .. - --- -------- I N M Pitch: 12/5a4" L=25.6022" `Q I-- --- — and Sin: 0.4321 T -- -------------------- Cos: 0.9018 3 -- GI LVL12 — I� "6�. ------------ ..— = 2 1EgED AR�y� Tan: 0.4792 Remove Ex ey Purlin beyond 4x10 a F.At a� sfq 2-5/8"0 bolt ------- - ----• ---------------------------------•-------- w/2 washers No.1267 No. I _a `� OSTERVILLF- 4xl0 SA x 8'-0"Ig o MASS. �Jy 314"0 ASTM Des A36 hanger rods ( \ 1 w/3xl/4"bt3"steel plate washers T&B ` M / Girt:Cl-5-9 Girt:C1-5-9 ALTEPAMONS a ADDrr20Ns ft A. tl 2-LVL 2x8-Spaced 2-LVL 2x8-Spaced NUCHAEL G&6AROL N HIItSH •erA - 4x12 SYP Spacer/Brackets 4x12 SYP Spacer/Bracket =50 TERN LANE•(CON,MVa.LUE --- q NOTE: All bolts 5/8"0 except as otherwise noted. Lott+ FA NOTE: a c e i T� E� prod NO. AE9611 c�T T Date: August 12.1999 All bolts shall have washers on wood surfaces. Te IEONAxu Drove F'EI: _ ®/ 09rERvntE.MA Rev: , 52.76' 02633 2016' MASS REO No"0 TEL 508 42a2M �Scale: 1/2' .., FAX 50S 0282M O O f: No: 4b SECTION 4bA Flitch Girt vl`�0N"2AC1°R sNAr� CUPOLA looking SOUTHWEST Cantelever roNDrnoNsirsrre� Of: 15 Scale: 1/2"=V-0" CUPOLA SECTIONS&DETAILS I r (TKO» NI�O to RF Haunch Field Verifyto M �. m II I X CO I � I ` o 'a•. �� ®� ��O cAn ,Cif Lnn C r _ •A N NNN m CO vr$ off x (D `oc3Q� aX Za T-10+a"FF to PI �• T .•� 3ii A - �-` TT IL �r__j1 it—Y, +` I _ — _— _— _— __ — _ —_ 711 1.� II �c .•.• II I II II II I� I I� 'ti;.l(:•,:;.I - WN < r -0 A CMD � fta ' jql 7d ro I I a . z 3 Co Ia) ... - W >: � ( a C'9 x g x d�� �' z — ma) X l pa 3'-4" 3'3,a" 3" 9'-1" t 2'-3" 11"———— to RF Haunch Field Verify T-I Gad, \ Membrane Waterproofing SF to PL \ p VJ 1O X A 7 p X y �� IsA rn�ax I CR � Cr W r- I fny j, pA 00 II �a I co p �0QW � M A so 0 cp I Y °7 � I n 7C7 N : CO v ; m mcjc alp 8 Wig° W pr I A d � 4rn�� p U aANT�An 4 .ja A® �Cy lyf 9� •" � ,any"• � i o; c :�,� � p Pi �+ I CO z ONE _�� t, d 'gi 9 . ® , g I u` a oo co 9 <v O Cr roCD _ 7c A I Screw 2x6 flat on roof w/4"q1 k screws—2 each roof pia B _)11. K • � � @ d ` ` SYP Roof Bents 12"or 24"x3/4"x6"C•C Plywd Gusset easide glue& Hal®6"oceawa 9 I a,l 2 KS MP-A J t eac n p C ¢ Existing Front i i NI; Q 7c O.N = I = Door to be moddled�O I � ------ --- — -- ----------- 9 � I c t— 7C � Alum Stir and relocated I B x c - R 1x4 Facia m o I co I m ;I - 3/4"t Crr vent v co ( II v FIR 10C— — —-RF:10D O 10 U') _j I j 0 cc D O ( Q C 14 LL I y U Al �LS2. I I 1 3-Bolsters+ 3-Cusions on 3_Hinged panels Bench Seat&Covers Wall: I 3/4"t A•C Pine Ply 3/8"Pine T&G Hor N N -.- 3/4"t C•C Ply N a Ntorage 2x4®16"oc I C ' 8 St ra Match g I �? Sub Fl or? 3/4 Ply R-11 ins "t C•C P r I - Existing t GIua8L�nail_vC7djiails.Q4' 3/4"t K Py 1 '3-6" m. _ TYVE F �+ >, boo 000- _� R-1 ve 3/4"t Pine T&G Vrt tin g Foundation 4-Brackets @ 281u"oq 3'-6" 1R beyond ....................... 3...... ,:.,, ... 2x4 SYP Top Chord 40" NOTE: All walls shall be SW-A construction; :; 2x4 SYP Bot Chord 16m"I SECTION 4dC SECTION 4dB Scale: 1/2"=V-0" I SECTION 4N THREE SEASONS DINING AREA - PLAN SECTION WINDOW&SEAT "''*RA77O"sa"D°E"°rsb`"` coo'� Scale: 3/4"=1'-0" Scale: = NUC H L HIRS ED A��' G&CAROL N ER /tL t H g / so 7F7tN LANE•CE.nmvnlB•MA 6 • `" F,V F.ACC AI.GeR e r� Proj No: AF961 t At-llfY F. / M ®.38 R C H 1ER,2R Date: No.1267' H �VpLE-MRev: I O I OSTEPVILLE. _ 02635-2416 MASS. MASS REO N.1267 'moo Ta 508429-2M Scale: As Noted ij FAX: 0 7Ri RAC Dwg No: 2 4 d •yF g ylGENERA'CDNiRACEOR SHALL OF./L./�•Y All DIA4NSIONS AND V"f CONpmONS ON T}ff SrrE DINING PLAN&THREE SEASONS SECTIONS 6 i 5 4 3 2 1 1 � I 1 O 1 I U 1 1 I 4b i - . I I f L ft FF I El:52.76' 2x6 SYP molded Sw-C Railing 6e Hot dipped r-———— ————— I galvanized I ►allusters- 1'-10,a" 11 T @ 9i1"-13'-5W4 flat black I 4b 3'0a4" ear * i I " 0 o I 2x10 SYP Treads 10 SYP Stringer" I 1 w/2x10 SYP 2x10 SYP Treads LL CD Stringers OD tG a`� I 1 1 in 4x4 SY Column °D N I I LO 3'-31/2"Stairwell R I o i 0 SECTION 4eB U i 6e rD Scale: 1/2 1'-0" 1 1 I rWin I I Yc 3'8y4" El:44.56 1'-11" 1'-9a4" _ i ____ I 2x6 SY1 molded ZZZZZk Railing on 13."t 7"1 I 11 TDS®9"=8'3" 9" 2'8"3 x 31n"x 6"SYP Sw-C 1 I 2x10 SYP Skirt bds tt`L l l 11/8"t SYF Treads co U- ® I I 2x10 Stringers ¢ i Q f S i AL 7FRAnON4 A ADDr7iON3 b ue CAPE COD REST 5/8"t GB FC CHAEL G&6AROL N HIRSH I I so TERN LANE•@lfFRVn.a•MA ' I SECTION 4eC �v -t yip sr F m PrOj No: AE9611 �S ®.>Aacxtrscr< Date: August 12.1999 I I Scale: 1/ ""=1'-0" a�E cEs mw�iE°f�E Rev: SECTION 4,A / y No.1267 P I ��No 16�71M6A I TEL SM42&3� Scale: 1/2" Scale: 1/2"=1'-U ,O OSTENVILLE. FAX V84ra.zi>D '1 MASS. Dwg No: A e 'o VERQY or.4 4 El: 36.95' `, a Sg mr+Dmowsor+nO srre <rM of `P= STAIRWAY SECTIONS&DETAILS ROOM FINISH SCEDULE Fin Floor Ceiling Floor Walt Finish -- Cieling Dr/Win Room Elevation Heiaht Finish NQ ,Ea Qa WA Finish a= -ldm Notes BASEMENT (bottjsts) Bulkhead 36.95' Varies Ex Ex Ex Pine Ex Ex None Pine 4 Hall 36.95' 6'-11't Ex Ex Pine Pine Pine Ex Pine Pine 1 Workshop 36.95' 6'-11't Ex Pine Ex GBFC Exp , Exp- None Pine 1,5 Stairway Varies Varies SYP_ Pine Pine Pine Pine Exp Pine Pine 6 Rec Room 36.95' -6'-11't Ex' Pine Ex Ex Ex 'Ex Pine Pine 11,5 Htr Room 36.95' 6'-95/8't Ex GBFC GBFC Ex Ex GBFC Pine GBFC 5 Crawl Space 40.62' 3'-0't Conc Exp Exp Exp Exp- 6 m Pol None None Lavatory 36.95, 6'-95/8't CT Pine Pine Pine CT GBW Pine Pine 1,2,3 Lndry/Shwr 36.95' 6'-95/8't CT Pine Pine Pine CT GBW Pine Pine 1,2,3 MAIN FLOOR Ea Bedroom 44.56' Varies SYP Ex Ex Pine Pine Pine Pine Pine 11,6 Ea Brm Clos 44.56' T-53/8' SYP EX Pine Pine Pine Pine Pine Pine 1.6 . Loft Stair Varies Varies SYP Pine Ex None None Ex None Pine 1.7.8, 11 Living Area 44.56' Varies SYP Pine ` Ex Ex Ex Ex Pine Pine 1,6 Three Sea Rm 44.56' Varies SYP Ex Pine Pine Pine- Ex Pine Pine 1.6 Proj Window Varies Pine. — Pine Pine Pine — Pine 1 Dining Area 44.56' Varies SYP Pine — Pine Pine Pine Pine Pine 1.6 Kithen Area 44.56' Varies CT Pine — — Ex . Ex — Pine 11,9 Anteroom 44.56' 7'-53/8' SYP Pine Pine Pine Pine Pine Pine Pine 11,6 Linen Clos Prefab cabinet Pine Pine Pine Pine Pine - Pine Bath 44.56' Varies • CT P/CT Pine CT CT Pine CT P/CT 1,6, 10 We Bedroom 44.56' Varies SYP Ex Pine Pine Ex Pine Pine Pine 1,6 We Bdrm Clos 44.56' 7'-53/8' SYP Pine Pine Pine Pine - Pine Pine Pine 1,6 LOFT FLOOR Closet 52.76' T-6' SYP Pine Pine — Pine Pine Pine — 1,6 Loft Bdrm 52.76' Vanes SYP Pine Plne Pine Pine Pine Pine Pine 1,6, 10 Loft Bath 52.76' T-6' CT CT CT CT/P Pine Pine CT/P Pine 1 Stair Landing 52.70' Varies SYP Pine — — — — Pine Pine 1,8, 11 Cupola Varies — Pine Pine Pine Pine- Pine — . Pine 1.6 NOTES: GENERAL NOTES 1. Walls: ix6,T&G,'V`beaded pine. Run horizontally. A. Mount CT on walls over 1/2"t cement board. Run Ceilings East to West,except in Dng,Cup&Proj Wind. B. Lay CT on floors over 3/8'underlayment 2. Raise shower up 4'above existing finish floor C. Ceiling planks to run perprendicular to ridge.. 3. CT Base on west wall 4. Match (1) - Run Pine Vertically 5. Complely enclose stairway and Heater Room in GBFC 6. Floors: SYP, T&G,Rounded Edge, Random nominal width (4',6%8'). Run flooring East to West, except as noted. 7. Stair treads to be 3x10 SYP 8. 2x6 Handrails w/.Wrought Iron ballusters— See Detail to follow ArTFnAnoNsnAnnmoNsb A`CAM COD Resm 9. Line walls behind cabinets w/GBW-1/2't 10 CT all walls In bath recess. NUCHAEL G&6AROL N HIRSH 11 Stair treads&Landing-2x10 SYP Planks /E%ED A \ 30T'I.ANE•Cr'I"'ILLE-MA �V\S 'l F.At FC Sim nr1;�m Proj No: AE9611 6'F t �®.>ARCHrTHCT< Date: 48A0Jp ! q NO. 1267 P ►�°o�s :v°1.11-A Rev: .0 OSTERVILLE. MASS REONoim L SW 42&2383 Scale: As Noted X MASS. FA W47&ZW SHAUDwg No: 5 t.1 \�F4 PSS VERIFY AIL Da ffNSH AND Of: [TN OF k' �N MONS ON THE SrrE SCHEDULES 9 8 7 3 2 1 I Cricket . Cricket Cricket Wall Cabinets --------�� —Z ------ `D K11'Gtili�N ear ----------- 9 Q / Base Cabinets \ / �\ .4111��istiag Main Floor S tem l - i / ALTERATIONS A AMMONS b A.CAPE COD RESmFlIXX \ CHAEL G&CAROL N HIRSH r SO TERN LwNE•CENI'FRVILLE•MA 1ERElT ARC\, u.ceR� Proj No: AE9611 sr tarprbea . ,��S ANLEY P.A1.OF7Z 1R > 999 w t 12 1 R c � Date: F.A4, H TECT< � u 4. A t,tg� GREAT ROOM-NORTHWEST' ;e r.. q ®as LEONARD DRlve e Rev: BASEMENT RECREATION ROOM ;/ q \ r�®O02655�416 OT655-3416 ' e TEL wa4aaW Scale: 1/4"=C-0" Scale: 1/4"=V-0" " No.126e MASS RWN.1267 FAX: 308 .z>ffi MASS. Dwg No: GENERAI,CONTRACTOR SHAM / 6 G3: vER�'Au.Da m+sloNs wND Of: a •��(T,nF MP�SP �NDrfloNs oN THE SI7E , . A'- INTERIOR ELEVATIONS A B C F A B F 3T-0" D E 101-0" -1/2" 3T-0" C) D E 101-0" 1/2" 3-1/2" 15'-0" T-8" 14'-4" )01 3-112" 31/2 15'-0" T-8" 14'-4" 31n" T-71m. r A1" T-71n1" 1 E7 LG 1A•B:SYP 4x8 I I c7 a 1 1 21�" co Q 1 Zv 2 a - -- LG 3A•B:W8x15 ----- �, I I b A-B-SA -wt-DiP°t �,a 3 b " 3 ------ �o I I. I 0. .. I I I RG 4A-C:W10x17w/Mrs T&B 0) ¢ t n' LG 4A B:2 2x8 on Ex 6x6 ----- O1 0,l I 4c; 4 c 4 rQi ----_ L E I I ; y 9 p co ;3 ell .9U o ; �XEn co ypii ON J - End I abo4e\ , - ® N 5 rn qi LG 6A-B:2-2x8 on Ex 6x6 `oC0 En En RG 6A-C:W10x17 w/Mrs T&B �' U -c 6 `° a rnll' d 6 ao 3 0 co LG 7A•B:W8x15 x m I 1 n' ^ 0 d RG 7A-B:2-2x8 w/21/2"t C-C � ' x 7 °co i i e 7 -------- J ¢4 1D e 8 a > aC I I RG tE-F:2-218 8 f 9 LG 9A•B:SYP 4x8 I. Addition a Addition f g g N See DWgS N Dining Area Dining Area c 9 �d See Dwgs 4c- I -7b co 4C-Id-7b A B C D E f A B C D E F LOFT FRAMING PLAN HIGH ROOF FRAMING PLAN Scale: 1/8"=1'-0" Scale: 1/8"=1'-0" ALTBL%noNS 3 ADDMO14S b d"CAPE COD RESMENCE G\S1EaEo.aRc MICHAEL G&6AROL N MRSH `l F.Al, 50 TERN LANE•C1N,T-IlV MIZ•MA .Pr a ALCER Ew�.p,1w, Proj No: AE961 1 j�( / y No. 1267 P ®,'S'A H,T$cr Date: August 12.1999 i 38 LECNURD DR,VE OSTERVILLE. _OMERVl11E-MA Rev: MASS. 02655-2416 GJ TEU —.42�S-z3�81 Scale: As Noted „ 11 . ,k OF MASgP FAX: so6s2a.zua Dwg No: ^ Scale: 1/$ = 1'-0 _ OFNFRAL CON,RACMR SNAG (•�,1, V ERD'2'All Du4NS1—AND or: 1$ COFIDID(#JS ON.TiiE STIE STRUCTURAL-LOFT&ROOF FRANUNG PLANS 1' , 3'-0" 4'-10" 3'-tOv4" _ 81r4" Ise" h 2v" 13'-4ve" i 4" - " 2x6 Rttrs @ 16"oc 1 e Girt: 2-LVL 3,rsx9,a ® ® I t,coot sr edge // C MP-A anchors ea rftr 1/2"t C•C Core Sculptured End t? Pitch 12/4 14", wt�`� �a/O�gth/S Pitch 12/ 1 bolts 24.oc staggered Pattern to be P1 G�t� 4-L6x3 /16 furnished by AE 12"O /,,,///"` x,,t%j6 a w/6-3/ "o bolts w 2. \\ 12"OH To of Ex 12"Porch OH •• y„ 3 ,\ P 2,n" _s Haunch °t �t�2�C r _6x6_Girts 2_ e--- I ® E52.54' —— — I v+i vrk Remove Existing root,door,window I ( 113.98" � and wail i m ® I ® 34" 4" • j p I 9 5 ,rz" U 2@ Ise C f Nco ' m i C o� co +a ii LL i X ® v y cg 12-3/4"o n t LL C U •N :d HS Botts .- 6 N ao I J p 1 > _X p 31 m ro _j t0 .-. J. `G 2 _ _ _ t0 LL I IN 7 CrQ m N 3 , � I I r I I 12,R" N• W4• 1/2"t STEEL FLITCH PLATE •N I 34" Make four(4) Rigid Frames i i 4• 1 4-3/4"o Bottom Chords I thru bits 2-LVL 11/2x71/4 i 2x8 Floor Joists @ 16"Oc 1/2;"t STEEL FLITCH PLATE _SF-El _ '. 12"o Its @ 24"oc Staggered I w/solid bridgeing @center Make four(4) ---------------- 44.50' 42:L 6x3,rsx5/16 ®� ® 12"o thru bolts @ 24"Oc 1/2"o thru bolts @ 24"Oc TWEI: w/2-3/4"thru bits ® s s ,® &2-3/8"o lag bits 2-LVL 1314 x 7114 Solid Bridging New Fnd Wall New Fnd Wall w/12"t C C Ply Core Ex Fnd Wall Ja— RIDGE GIRT INSTALLATION&DETAILS RIGID FRAME DETAILS Scale: 12"=V-0" Scale: 1/2"=V-0" ALTERATIONS&ADDrnoN3 b w CAPE COD RESmk?,I E RED ARC MICHAEL G&6AROL N HIRSH �S1E C 50 TERN LANE•CEWERVRIE•MA Q� �bt F.ACC ALGER Fa,".F.w" Proj No: AB9611 1 y� gyp. IVA�ARTR ARCHiCTT Date: Anpuot12,19" NO.1267 OSTE�RVR1E°M Rev: YAMOMRVILLE. , 02655.2416- . MA58. MASS RED N.1267 TEL S08428.2383 .Scale:FAX S0842&2M yb SP Dwg No: GENERAL\ f�4"N of NPS' v ool+nkAcroR s11A11 ' 15 CONDma+DS O�N'THE SsrrE Of. STRUCTURAL-DINING AREA FRAMING t, 3 Y: ' SHOOTFLYING HILL RD �; WEQUAQUET BVW \ LAKE LOCUS VA PROPOSED 1 r 050 SEASONALLY_ REMOVABLE PIER 1 NOTTO :SCALE ' \ \ fJG \ \ \ 1 I PROPOSED:: \ GP y \ 1 SEASONALLY; \ \ A � Q I: \ \ 1 1 REMOVABLE PROPOSED €; 4X20.'.: SEASONALLY �> REMOVABLE PIER" c SECTION): V. STONE STEPS AAREA OF \ \\ \\ VEGETATION ` \ BEACH\ \ { \ AREA S NE STEPS \ F \ 9 I c°./6� \ \ y . �yo/ `-f� \\ \ tic \ \ \® ®\,•\. \\ � \\ : .. 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