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Home My WebLink About1112 CRAIGVILLE BEACH ROAD I l l�, Cam. w�11e �ea�h� +I t j t k; y it 3 h x w 8 i u . �. _.....sue,,. a .. �. ': .. ,a. _... ..:O.,�s .: .. ... __ ._e •R'__ - ,y.:., -z.�y,�,�,---.-�_:--c�.a _ _... ..�.r_.._. �..g,.. +-.-+estti yr�,,;._, n. .._. _. i.- �,.�, -- .. ,Im� —CDq .. .r c.—Mm It,—Q, «. cv, cl � 20 i -To- 1572- Application Number... ............................................................. BARNgrABLF. q3 C 2 MASS. Permit Fee.................................Zoning District........................ 039. TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by......_. c-I,..............On.. ...... BUILDINGPERMIT Map. 2.0.e..................pucel............................................. APPLICATION Section 1'— Owner's Information and Project Location Project Address ► 12- C_j2_A-1 -4 c Ule; Village C-E-1,J Owners Name lrc� , T-3 L4 Owners Legal Address 3 bo4i�Y A-IJ U34Y city —state Zip Owners Cell # "7'71 3 g 06c?L_E-mail Section 2 —Use of Structure Use Group Fj Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling. F Section 3 —Type of Permit ❑ New Construction E] Move/Relocate, [ZAccessory Structure ❑ Change of use El Demo/(entire structure) El Finish Basement D Family/Amnesty El Fire Alarm Rebuild n Deck ' Apartment El -Sprinkler System ❑ Addition F] Retaining wall F1 Solar El Renovation ❑ Pool El Foundation Only Other— Speci C-71_ ��.A P Section 4 - Work Description ii -h rT L-(-- A- 4 X_ 15- 10, &5 5.0 ICIU U Sr d_2 /0 )_-546 15 4J5�� 3 Last updated: 1/3 1/2020 9 - r Application Number.................................................... Section 5—Detail �i Cost of Proposed Construction bo d Square Footage of Project 3 G Age of Structure g Dig Safe Number. .4 # Of Bedrooms Existing p' Total# Of Bedrooms (proposed) �`' �► 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design r Section 6— Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway I Debris Disposal Facility: I am using a crane C Yes ❑ No Section 7— Flood Zone i Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No ❑ `6 Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. i Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard - Required Proposed Has this property had relief.from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 1/31/2020 f Town of Barnstable Building department Services Brian lRorence,CBO Ruildin-Commissioner 200 Main Street,lly=nis,M 02601 'W%W.town.barnstab r-ma.us () c:e: 508-862-4038 Fax' 508-790-6230 Property Owner Must Complete and Sign This Section as Ovmer of the subject propCrt . I � hereby authorize -V st AttwLc to act on my- behalf,: in,all-matters relative to vvork authorised.ky this btuldin permit application for. (caress of job) *Pool fences and alarms are the responsibility of the applicant fools are not to he filed or utilized before fence is instaffed.and a11 final 1 eeti e performed and accepted. r Signature of Owner "mature ofp x Jake.jtcnOLA Print Dame Print Name Date o;rout iSION)rntt l.ptN uasl()t<P(x;).s Rcv:(}W16 "a The Commonwealth of Massachusetts Department of IndustrWAccidents Offcce of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Bwlders/Contractors/Electriciaas/Plumbers Applicant Information Please Print Lezibly Name(Business/Organization/Individual): C -h Address: City/State/Zip- �� _ - Phone#: a Y Z 6-5 S 6 � � t'I,q- Are yga an employer?Check the appropriate box: Type of project(required): 1. I am a employer with- a 4. 0 I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.ElI am a sole proprietor or partner- _ listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have g. El Demolition working for me in any capacity. employees and have workers' . ❑9 Building addition [No workers'comp. insurance.ce comp. t , required] 5. E] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.F1 RoofN� rep i ' insurance r� ,l t P. 152,§1(4),and we have no aIrs employees.[No workers' 13.�er t comp.insurance required.l *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating sucb. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-wntracfirs have employees,they must provide their workers'comp.policy number. s lam an employer that is providing workers'compens-ca,onSu r afor my>emplvo yees Below is the policy andjob site information. c y' ' Insurance Company Name: O V \ /"'�V/CA Policy#or Self-ins.Lie.#: 0 u t:J a E(0 y O`[' Expiration Date: /7 /71 Job Site Address: L & �. -�'� City/State/Zip: Attach a copy of the workers'compensatiog policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the Wanda of perjury that the information provided above is true and correct Si lure: I Date: ' Phone#• Lys r7 Oj klal use only. Do not write in this area,to be completed by city or town qflcia[ City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person iri 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 occupant 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,§25C(6)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,MGL chapter 152, §25C(7)states"Neither the 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." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your 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 Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAM F Revised 4-2407 Fax#617-727-7749 www:maw.gov/dia i t a 4 too=_= 1 r;:3 3 r 037 11_1-27—`01 7 1 1 ^ 14 BARNSTABLE LAND COURT REGISTRY M3SS2tCltusetts Department of Environmental Protection Provided by MassDEP: SE3-5453 Bureau of Resource Protection - Wetlands MassDEP File# 1PlA Farris 5 -- Order of Conditions {' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eD€P Transaction# BARNSTABLE Cityrrown A. General Information Please note: BARNSTABLE this form has 1. From: Conservation Commission been modified with added Z, This issuance is for space ta a.®Order of Conditions b. Amended Order of Conditions fodate (check one}: the Registry of Deeds 3. To: Applicant: Requirements DAVID &JACQUELINE ....._._._ DRAKE/LINAs _ a.First Name b.Last Name Important: When filling _.._...... ._..........-__.W.._...... .__....................-m............... .._....._........ .. out forms on c.Organization the 318 BANYAN WAY T_.___._....____._............_._.._ _ �.._..__..__T_. _......_.... computer; ...._....__..._..._..:......_..............__.._...... ___.__. use only the d.Mailing Address tab key to MELBOURNE BEACH _ ._.___..__. _. . 32951 move your a.Cifyrrown f,state g Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. _....__.._._.__...._..._ _ _.----._........_._.. _-............ _......__.. ,M..............._._ a First Name U. Lsat Name .......__... c.Organization d.Mailing Address f.State g.Zip Code 5. Project Location: 1112 CRAIGVILLE BEACH ROAD __...__. CENT RVILLE _.... . __.._.. _ __.._.._. ._---.-_ _......................... ... a,Street Address D.city,'rown 206 136 _ --- __,.........� _......__.r...._...__._ _......................__..._ .......... _--..................... .._..,......__..........._...:,:...._......... , .....:.....,......._..�_ ....._._. e-Assessors Map?Plat Number d,Parcelit-ot Number Latitude and Longitude, if known: 41d38'19m24"Ns .7 d2 '32rr'94"Ws_._.. ._. d.Latitude e Longitude f Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDE 5 File if:tassDEP Pits# WPA Form 5 -- Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §44 eflEP Transaction# A E �3ARST BL Cityrrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): BARNSTABLE C 184300, LCP 9288-T a.County - b.Certificate Number(if registered land) c.Book d;Page _ 2/22/2017 7/25/2017 _ 8/812017 7. Dates: a.Date Notice of Intent Filed b. Date Public Rearing Closed c.Date of Issuance s. Final Approved Plans and Other Documents(attach additional plan or document references as needed): REVISED SITE PLAN a.Plan Title PESCE ENGINEERING &ASSOC., INC. EDWARD L. PESCE, P.E. b, Prepared By _ a signed and Stamped by 7/26/2017 — 111.= 30' d Final Revision Date e.Scale f.Additional Plan or Document Title g.Date B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Fallowing the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: c 0 Prevention of a. El Public Water Supply b. Z Land Containing Shellfish Pollution d. ❑ Private Water Supply e. f. Z Protection of Fisheries Wildlife Habitat g. ❑ Groundwater Supply h. Q Storm Damage Prevention i. Z Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to. a M 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. w;aot:,5u_ rev .— _ .. _.:_ a ... .. .... .. ...._._.. w.._ .. :.s.�,«:3..-�. ... ,... ,... ....—.. .�.,. .. ....c _ _ ..� ♦. Massachusetts Department of Environmental Protection Provided by MassDEP: SE3-5453 Bureau of Resource Protection -Wetlands Mass0EP File# PA Form 5 -- Order of Conditions �c Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Transaction# BARNSTABLE City/Town B. Findings (cant_) Denied because: b, ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore.work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the 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. ❑ 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 Act's interests, 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). s. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linear feet Inland Resource Area Impacts. Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement __ _...._ ....__ —line-air- __..............__ _-_..._.__............._. 4. Bank a.lirtiear Beet b.linear feet c.linear feet d.linear feet 8. ❑ Bordering _..__... _._ ......____._....... 111.1.............. _.._......_..-___ _ .._ Vegetated Wetland a.square feet b,square feet c.square feet d.square feet s. ❑ Land Under _ ............_...._...................... _......_..... Waterbodies and a.square feet b,square feet C. square feet d.square feet Waterways e,cly dredged f.cly dredged 7. ❑ Bordering Land _...... ............._ .._.. q _ .w..............._._..._ _ Subject to Flooding a.square feet b<suare feet c,square feet d.square feet Cubic Feet Flood Storage .___.._....._._. __. ...� �_................__ ..,...........__._._......_............. � e.cubic feet f.cubic feet g.cubic feet h,cubic feet 8. ❑ Isolated Land _......._...........___.................._. Subject to Flooding a.square feet b,square feet Cubic Feet Flood Storage ...,........._..__.__.........._.._. _ ..._.._..___._ _. ....._._.._._.-..._....... ____._ -- c.cubic feet d.cubic feet e.cubic feet f.cubic feet g. Riverfront Area -a_.______-.............._. __._.._...__.__ a.total sc feat b. total 5q,feet Sq ft within 100 ft _._......_.f._............. _._._.._._.._.. ._._r............_ c.square feet d1 square feet e.square,eet f,square feet Sq ft between 100- .......___..r.:._._._.._.____...._- Fa 200 ft g.square feet h.square feet i,square feet i square feet Massachusetts Department of Environmental Protection Provided by MassDEP- Bureau of Resource Protection -Wetlands sE3- 4 53 `� f IassDEf'File# WPA Farm 5 -- Order o Conditions `.` Massachusetts Wetlands Protection Act M.G,L. c. 131, §40 edP Transaction I BARNST'ABLE c wfown B. Findings (cant.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10, ❑ Designated Port Indicate size under Land tinder the Ocean, below Areas i i. ❑ Land Under the _ Ocean a,square feet b.square feet c.cfy dredged_ d.Gy dredged Indicate size under Coastal Beaches and/or Coastal Dunes 12. ❑ Barrier Beaches below cu yd cu yd 13, ❑ Coastal Beaches a.square feet b,square feet c.nourishment d.nourishment _ _ cu yd 14. ❑ Coastal Dunes a.square feet b.square feet c.nourishment d.nourishment 15. [] Coastal Banks __._. .......___...... _ a.linear feet b, linear feet 16, ❑ Rocky Intertidal Shores a.square feet b.square feet 17, Salt Marshes W4 -_ __......_._...—._.__. NCN_E.._..._-.._- a.square feet b.square feet c.square feet d.square feet is. ❑ Land Under Salt � — Ponds a.square feet b-square feet c.Uy dredged d.cry dredgedT 19, ® Land Containing 412.60 Shellfish a square feet b,square feet c,square feet d,square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land under Waterbodies and Waterways, above a,c.%y dredged b,ciy dredged 21, 0 Land Subject to 168.80 _ ....... _._......_._____..........__.... Coastal Storm/ a,square feet b.square feet Flowage 22. ❑ Rlverfront 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 It between 100- 200 ft 9 square feel h.square feet 1.square feet 1.square feet l I Massachusetts Department of Environmental Protection Provided by MassDEP: SE3-5453 ._._. tBureau of Resource Protection - Wetlands ,4;ss ffPP File# WPA Form 5 -- Order of Conditions 'Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE cityTrown B. Findings (cone.) #23, if the 23. ❑ Restoration/Enhancement project is for the purpose of _ Y restoring or a,square feet of BWV b,square feet of salt marsh enhancing a wetland 24 ❑ Stream Crossing(s): resource area in addition to _ the square - - b.number of replacement stream crossings footage that a.number of new stream crossings p' has been G. Genera! Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c (BVW) or The following conditions are only applicable to Approved projects. B.t Tc(Salt Marsh)above, 1_ Failure to comply with all conditions stated herein, and with all related statutes and other lease enter di this Order. � t € regulatory measures, shall be cause to revoke or modify the additional g amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. if this Order is intended to be valid for more than three years.the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. If the work is for a Test Project. this Order of Conditions shall be valid for no more than one year. 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 prier to the expiration date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10,05(11)ft 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order.will expire on 818t2020 unless extended in writing by the Department, 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. e wU.,.,..a. .._. Massachusetts Department of Environmental Protection Provided by MassDEP; Bureau of Resource Protection - Wetlands Si^3�5463 iLl MassDE€'file PA Form 5 -- Order of Conditions I Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �Dl= s ,sact'°n# BARNSTABLE C ity`rovrn C. General Conditions Under Massachusetts Wetlands Protection Act 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, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. in the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 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 of Environmental Protection" [or, `°MassDEP"] "File Number SE3-5453 11. There the Department of Environmental Protection is requested to issue a Superseding Order. the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 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. fey c;t6,uo45 Parts cd!2 I tr - - _A Massachusetts Department of Environmental Protection: Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-8453 hr1aS5L7EP File# NOW- WPA Forms 5 — Order 4f Conditions i Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eoEP Transaction BARNSTABLE CitylTown C. General Conditions Under Massachusetts Wetlands Protection Act (cant.) 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. 19_ The work associated with this Order(the"Project') (1) ❑ is subject to the Massachusetts Stormwater Standards (2) Z is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the 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 Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 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 a 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; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; W. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 19, R i Massachusetts Department of Environmental Protection Provided by MassaEP. Let3Ej Bureau of Resource Protection -Wetlands su3-5453 MassDEP File# .` WPA Form 5 — Order of Conditions `, l Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 P Transaction l BARNSTABLE cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (coat.) 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; i with post-construction BMPs is suitably established to v. any vegetation associated p Y 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 18(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: i,) 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-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution 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 18(f) through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(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. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans. the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. :•rf�sr S. x• rev;&1(2's5 page a"" r p —� Massachusetts Department of Environmental Protection Provided by MassDEP: �--- SE3-5453 Bureau of Resource Protection -Wetlands MassDEP T_— WPA Farm 5 - Order of Conditions E Massachusetts Wetlands Protection Act M,G.L. c. 131, § eoi rransac#ian SARNSTABLE I Eiyrf own C. General Conditions Under Massachusetts Wetlands Protection Act (coat.) g) The responsible party shall: 1. 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); 2. 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. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) 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. 1) 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(if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. P...7e 9 at 1-2- ----� Massachusetts Department of Environmental Protection Provided by MassD.EP__. 1 Bureau of Resource Protection - 1Ne#lands SE3-5453 assoP l ile# WPA Fora 5 -- Order of Conditions _ Massachusetts Wetlands Protection Act M.G.L. c. 131; §40 eDEP Transaction 'i BARNSTABLE Cityrrown D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? Z Yes ❑ No 2. The hereby finds(check one that applies): f Conservation commission — a. ❑ that the proposed work 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 go forward unless and until a revised Notice of r adequate Intent is submitted which provides measures which are adeq to to meet these standards. and a final Order of Conditions is issued. b. ®that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: BARNSTABLE S.237-1 - 1.Municipal Ordinance or Bylaw _ 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(if you need more space for additional conditions, attach a text document), SEE PAGES 10.1, 14.2, AND 1(-3_..._..__....._......._.._......_ s - a SE3-,4,3 Narne: David Drake& Jacqueline Linas Approved Plan= July 26,2017 Revised Site Plan by Edward L.Pesce,P.E. Special Conditions of Approval 1, 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 Fork Order, fine(s),the requirement to remove unperntitted 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 S through 6. The Soeciai 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 4(recording requirement)on Page 4 shall be complied with. 2. It is the responsibility of the applicant.the owner tnd;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 acid approved plates(anti 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 tc3 the start of work. 1 General Condition No. 10 on Page i(sien requiremcrit)shall be complied with, 4. The Conservation Commission shall receive written notice one(1),week in advance of the start of work. 5. The applicant shall obtain a building permit for the proposed pier from the Town Buildino Commissioner, 11I. The following additional conditions shall govern the project once work begins: 6. General Conditions Nos. 13 and 14 (changes in plan)net Page >.shall be complied with. 7. The Conservation Commission, its employLes,and its agents shall have a right of entry to inspcct for compliance with the pro-visions of this Order o;C:onditions° S. Unless extended,this permit is vAid t r three Nears frail}die dme Of issuance. 9. An Amended Carder does not chance the original date of expiration of this Order of Conditions. 10. Salt marsh shall not be disturbed, 11. The seasonal section of the pier shall be seasonally deployed no earlier than April I"and removed no later than November t". 12. CCA treated piling and structural timber(greater than three(31 inches thick)are allowed. Otherwise,no CCA-treated or creosote-treated materials shall be used. 131. Deck plank spacing shall be at least three-quarters of an inch{'<"},except where grating will be used over the salt marsh providing 65%light penetration. 14. The seasonal float and ramp shall be stored at a suitable upland site;they shall not be stored on banks; beaches, marshes or dunes. 15. Float stops shall be installed to keep the float a minimum of one(1) foot above the substrate at low tide. 16. Permanent piling,shall be driven into place. Some initial pilot-hole jetting is allowed. The following special condition(io italics)shall govern boat use at the approved pier. This condition shall continue over time. Dote: for purposes of this Order of Conditions,the term "pier"shall refer not only to the linear pile-supported structure, but also to any of its components or appendages,such as the float(s),ell,tee, ramp,outhaul piling,etc. 17. !l'fo�toriaed cru}ft hall nor be used or berthed at the approved pier. 1&. A small sign shall be displayed at the end of the pier, facing open water. It shall read : SE3-54;3; 1 1 12 C raiuville Beach Rd. t Limitations: 3 j • No motorcrafi.allowed Seasonal only: April I -Oct.I 19. Any desired pier lighting shall receive prior approval of the Conservation Commission. 20. Lead piling caps shall not be used, if plastic caps, only black shall be used, 21, Access shall be provided as a means for along-shore public triverse, 22. The applicant may inaintain, in conformance with the plan of record.the. proposed pier and other structures given in the notice of intent application for the longcvit�-of the Carder of'Conditions(3 years). Thereafter, mamwirirce may be e\t nded throiti h any �)rthc(,,rn sc Certificate of Compliance, ... �. _ .....,._ r. _ .e.z__... i ..s..... 's:.s .... w ..� .` ..t+ ......... ...... _.+.. .{#.._- _ a...,,i. aru..4..�. ..._ ..u.. ..,�.1..,,.,as a .... :. In this Order,a mooring permit for the applicant is neither implied nor anticipated. Such a permit is the domain of the Harbormaster. IV. After all work is completed.the following conditions shalt be promptly met: 24. 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 as ith 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 deviations), if any,exists with the approved plans. This statement,along with Form C,shall accompany the request for a Certificate of Compliance. 10.:3 — Massachusetts Department of Environmental Protection Prcviced by MassDEP: Bureau of Resource Protection -Wetlands SE sl)EP File s` I WPA Farm 5 — Order of Conditions l'k. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 e©E Transaction# I Barnstable cityfrahn — E. Signatures �* ry important:when This Order is valid for three years,unless otherwise specified as a special AU " 8 017 filing out forms condition pursuant to General Conditions#4,from the date of issuance. 1. Date of issuance on the computer, use only the tab Please indicate the number of members who will sign this form. _ __...� key to move your This Order must be signed by a majority of the conservation Commission. 2.Number of Signers cursor -do not use the return, The Order must be mailed by certified mail (return receipt requested)or hand delivered to key. the applicant. A copy must be mailed, hand delivered or file ically at the same.time with the appropriate MassDEP Regional Office. Signatures: t 1 'by - by certified mail, return receipt and delivery ortr 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 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 helshe 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.O.L.. c. 13', §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. Massachusetts Department of Environmental Protection Provided by MsssDER LIMP", Bureau of Resource Protection - Wetlands SE3-5453 1 � WPA Form 5 - Order of Condition Mass[?EP rile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction,# w BARNSTABLE CitylTown G. Recording Information Prior to commencement of work, 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 Carder. In the case of registered land, this Carder shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Larder 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 6ommission Please be advised that the Order of Conditions for the Project at: 1112 CRAIOVILLE BEACH RD., SE3-55453 CENTERVILLE MassDEP Eire Number Has been recorded at the Registry of Deeds of: _......_....____...._..._._.__,..__._...._�._r. _.......____.__._ __ -_-. ___........._._....._._..__._ _ .................. County Book _.. Page for: — _______...............__......_..._._ __ r,....__._._..___........... _..__._.__-. Property Owner and has been noted in the chain of title of the affected property in: __...............__ ___.. _—_..._.___..........______..._._._._._..................... Book Page In accordance with the Order of Conditions issued on _........_.._�..._._..._..___ -._.......___.__..__.....____._...-........ _.__.........._._.__.. Date If recorded land, the instrument number identifying this transaction is: ns_...._..._..........._._.. .........- -._... _-..._.__ __.....-_................_.................._.._.... ._._.....-__ ttrumert Number If registered land, the document number identifying this transaction is: D o :t_ .7 �3 3 �DTI,..7 ; „.. 2-�.._.2 07 1_ ---- .... Document Number LAUD Ot_COURT I'�E.�,�I.S I..t Signature of Applicant °Frti Town of Barnstable ` Conservation Commission Form E aAaNSTABI.E. UAss 200 Main Street 3�A � Hyannis Massachusetts 02601 Office: 508-862-4093 E-mail: conservation@ town.barnstable.ma.us FAX: 508-778-2412 Extension Permit Request SE3- 5453 OOC expiration date:8 Aug 2020Applicant Name:David Drake & Jaqueline Llinas Project Location 1112 Craigville Beach Rd, Centerville Map: 206 Parcel: 136 1. Why is extension being requested?To allow additional time for the construction pier, ramp & float (The Ch. 91 License was recently received). 2. What parts of project are completed? None, other than rmi ting with the Mass . DEP for a Ch. 91 License and permitting with the Army Corps of Engineers. 3. What parts of project are not completed? Include estimated completion date. All for o the construction for the ier, & float. P P ram 4. Are completed parts of project in compliance with the approved plan and Order of Conditions ? N/A 5. Have special conditions been met to date? E.g. Forms A & B,photographs of undisturbed buffer,certified foundation plan? Yes, and Forms A & R will he provided prior to construction start 6. How long is extension request for? 3 years 7. Are sediment controls in effective condition? N/A 8. Have any previous Extension Permits been issued for this project? When? No. Representative's Signature Date Please submit this form,a cover letter,and a $ 125 check made payable to the Town of Barnstable.Also,prepare an additional seven collated sets for distribution to the commissioners. QAConservt\DEPFORMS\Form E.doc rev:20 APR 2011 f 1+w.s... Doc: 1 7 413O P 261 07—I0-2020 9 e 46 DARNSTABLE LAND COURT REGISTRY Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands ' WPAForm 7 -- Extension Permit for Orders of Conditions SE3-5453 Massachusetts Wetlands Protection Act M.G.L. e. 131, §40 Provided by DEP A, General Information Important: When filling out 1• Applicant: forms on the David Drake and Jacqueline Linas computer,use Name only the tab key to move 318 Banyan Way your cursor- Mailing Address do not use the Melbourne Beach FL 32951 return key. CitylTown State Zip Code _t i 2. Property Owner(if different): �� Name �m Mailing Address City/Tovm State Zip Code B. Authorization The Order of Conditions(or Extension Permit)issued to the applicant or property owner listed above on: CS 08/08/2017 Issued b Barnstable y: Date Conservation Commission for work at: 112 Craigville Beach Rd., 206 136 Centerville Assessor's Map/Plat Number Percel/Lot Number recorded at the Registry of Deeds for. Barnstable _ County Book Page C 184300, LCP 9288-T r Certificate(if registered land) is hereby extended until: 08/08/2023 NIADate Date the Order was last extended(if applicable) This date can be no more than 3 years from the expiration date of the Order of Conditions or the latest m extension. Only unexpired Orders of Conditions or Extension may be extended. mThis Extension Permit must be signed by a majority of the Conservation Commission and a copy sent to the applicant and the appropriate DEP Regional Office(http:/twww.mass.gov/deplabout/regiontfindvour.htm) c� JUN 2 4 2020 S' res: Date � ate.. wpa}orm7 doc•rev,yf r2010 Page t of 2 LIMassachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA'Form 7 — Extension Permit for Orders of Conditions SE3-5453 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP C. Recording Confirmation The applicant shall record this document in accordance with General Condition 8 of the Order of Conditions(see below),complete the form attached to this Extension Permit, have it stamped by the Registry of Deeds, and return it to the Conservation Commission. Note: General Condition 8 of the Order of Conditions requires the applicant, prior to commencement of work, to record the final Order(or in this case,the Extension Permit for the Order of Conditions)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,it shall be noted in the Registry's Granter Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, it shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. Detach this page and submit it to the Conservation Commission prior to the expiration of the Order of Conditions subject to this Extension Permit, To: Barnstable Conservation Commission Please be advised that the Extension Permit to the Order of Conditions for the project at: 1112 Craigville Beach Rd.,Centerville SE3-5453 Project location DEP File Number has been recorded at the Registry of Deeds of: County for: WN 7icj0.wCiTA)E LWAWA-S Property owner and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original Order of Conditions on: Date Book Page If recorded land the instrument number which identifies this transaction is: Instrument Number If registered land the document nu5ber which identifies this transaction is: DocumerA Number Si o p icant wyaform7.doc•rev.3112M Page 2 of 2 ' Doc a 1 r 394*196 �4-14--2t[�2 8;34 r BARNSTABLE LAND COURT REGISTRY oFjKX t Town of Barnstable Conservation Commission SARNsrABLB, t 200 Main Street Hyannis Massachusetts 02601 Tea raw't ' Off cc: 508-8624093 ' FAX 508-790-6230 E-mail Coil«n'ationtalowa barnstabie.ma.us VOTE AUTHORIZING BARNSTABLE CONSERVATION ADMINISTRATOR TO SIGN DOCOMEN S S ON BEHALF OF CONM(SSION MEMBERS On April 7,2020,the Barnstable Conservation Commission met in open session accessible to the public through audio and video-conference software,pursuant to the Order Suspending Certain Provisions of the Open Meeting Law,issued by Gbvernor Charles D.Baker on March 12,2020. At this duly held meeting,the following vote was taken by the Barnstable Conservation Commission: To authorize Darcy Kwle,Barnstable Conservation Administrator,to physically sign Barnstable Conservation Commission documents on behalf of each individual B atnstable Conservation Commission member,such authorization effective as of April 7,2020,and remaining in effect for forty-five(45)days after the termination of the state of emergency as declared by Governor Baser on March 10,2020,unless sooner amended or rescinded by vote of the Barnstable Conservation Commission. Vote: Chair Fat Piu(Tom)Lee- y� Vice-Chair Louise R Foster "n Clerk Dennis R Houle-40 Commissioner George G' ore- Commissioner John B.Abodeely- CT— Commissioner Peter Sampou- Commissioner Laurence(Lang) Morin- U The above is a true and accurate account of the proceedings of the Barnstable Conservation Commission. F t Pi (Torn)Lea,Chairman De Tricia K.Rood COMMONWEALTH OF WISSACHUSElTS my Commission Expires e onwealth4M9P_�-khusetts County of Barnstable ` 1 name of notary public),Fat Piu(Tom)Lee On this of�,W'2020,before me, .person y ap eared and proved to me through satisfactory evidence of identification,which were to be the person whoso name is signed on the preceding document, and F; acrcnow edger o -e tha he signed it voluntarily for its stated purpose. t � f No Public Signature BARNSTABLE REGISTRY OF DEEDS. Jahn F. Meade, Register _ 13WINSTABLE COUNTY t REGISTRY OF sCEEOS A T�tlic Copy.FT i EST - ,� LOCUS Ji . O ct'J Crai e. 0 LOCUS MAP SCALE 1 2000.' 0 1000 2000 4000 APPLICATION FOR A DEPAR TMENT -OF THE ARMY... PERMIT FOR A PROPOSED PIER, RAMP, AND FLOAT Located At 1112 Craigville Beach -Road Centerville, MA Prepared For: David Drake & Jacqueline Llinas 318 Banyan- _Way Melbourne Beach, FL 32951 Prepared By: Pesce Engineering & Associates, Inc. Edward L. Pesce, P.E. 451 Raymond Road Plymouth, MA 02360 Date:. August 23, 2019 REV.1 October 23, 2019 Plans Accompanying Petition of David Drake & �H OF MAS Obtain Jacqueline Llinas to 9cti �o� EDWARD L. a Department of the Army PESCE �s N Permit for a Proposed CIVIL NO. 32001 Pier, Ramp, and Float, GrS, 1 Located in Centerville, MA. ONAL �a - Sheet. 1 of 5- Edward L. Pesce,. PE. EDGE OF EDGE OF MARSH MARSH EX.PIER,RAMP ^^ CENTER VIoLLLE RIVER AND FLOAT (LICENSE#10172- Ada APRIL 12,2005) "' 10.5'(WATER FRONTAGE -_- \ 253.9' PROPOSED PIER A.M.206188 RAMP&FLOAT •••.M��Q'4'••••.. GARY&CHRISTINE MtW---- • .... .•• -.-- • ••• ••._.._.._ SHECHTMAN ��Ed�pQ.••••• ._w � co EDGE OF _._MARSH V Q 6 SALT MARSH�- -F A.M.206/89 O. ,Q� F D= BARNSTABLE LAND TRUST INC. � G - �F4 295.1' - 5 � '`F5 SALT MARSH MNIy o p f --_ \ _ rz8�• - �s A.M.206/90 _ // — o 04 MARIA PAPA ///i Lu i WAY � �- 8�_�F9— g m \�p WIDE) 10 BENCHMRK: Q H J TOP OF-cB161SG- z F11 ELEV.=4.0'(M.L.W.) o r�nj /.' TD, ELEV=2.2'(NA.V.D.88) m 1 �� • —_ A.M.206/91 GRAVEL WE !i 1 2�J SAUNDRATOBINS °V _ J F14 0 �I N320 26' 10"W :. eviv CD d A.M.206/126 CHRISTOPHER D. _= _ 616 -� LAURIE F.PALERM a p B O �i !f(lYlC is:i„• '1 F 17 o S ...... ............ LOT 48 F18 M-N A.M.206/136 m UPLAND AREA=45,720±S.F. F19 - P TOTAL AREA=98,728±S.F. \ Z :zM. 'i _nulz .� / < �9 MICHAEL,PE ER,& y�`�J1 F20 m o Cy s6a 1626� - 0 -1 \ A.M.206/131 O9 ? 3 RICHARD D.&SUSAN BLOOM Q A.M.2061128 ROBERT J.&ROBERT JR STEWART NOTES: 1. FOR PROPERTY LINE INFORMATION, SEE LAND COURT PLAN COMBINED AREA OF #9288-T AND DEED CERTIFICATE#184300 AS RECORDED AT THE FLOAT AND PIER THE BARNSTABLE COUNTY LAND COURT. (MEASURED FROM THE 2. ELEVATIONS BASED UPON MEAN LOW WATER DATUM. MHW LINE) = 230 S.F. 3. ENTIRE SUBJECT PROPERTY IS LOCATED IN FEMA ZONE AE (EL. 13), FEMA MAP 25001C0564J, DATED JULY 16, 2014. PESCE ENGINEERING & ASSOCIATES, INC. SCALE 1 = 80 451 RAYMOND ROAD 0 40 80 160 PLYMOUTH, MA 02360 Sheet 2 of 5 I EDGE OF MAR 3E OF MARSH ,�. CENTERVI LLE RIVER ^gyp (TIDAL) 01 ATER FRONT PROPOSED PIER RAMP & FLOAT MAW-o.o . • • • • " " ' ' • • • , . • Mt -� MARSH M SALT MARSH F F GL Fi�\ DOLD OCK ?�J IL F4 F5 SALT MARSH - ,y- y WAY _�F9 _ (30' WIDE) PESCE ENGINEERING & ASSOCIATES; INC. SCALE 1" = 40' 451 RAYMOND ROAD 0 20 40 80 PLYMOUTH, MA 02360 Sheet 3 of 5 1- 12' 5/4"x6" DECKING 2"X6"JOIST 2"X8" FRAME 2"X6" SKI 1/2" MARINE 14" GALV CARRIAGE 10"X36" CONTINUOUS PLYWOOD BOLT (TYP) STYROFOA 8' 5/4"x6" DECKING 2"X6"JOIST 10"X36" CONTINUOUS STYROFOAM 2"X8" FRAME 2"X6" SKI 1/2" MARINE PLYWOOD TIMBER FLOAT SECTIONS NOT TO SCALE 2"X4" HANDRAIL 3' 4"X4" POSTS 2"X4" STRINGER 2"X8" DECKING 3/8" DIA GALV BOLTS WHEEL 15' 2"X4" HANDRAIL 2"X4" BRACE 4"X4" POSTS 2"X8" DECKING WHEEL VA:LN:z�N:V4 YO 2"X4" STRINGER 3/8" DIA GALV BOLTS RAMP SECTIONS PESCE ENGINEERING & NOT TO SCALE ASSOCIATES, INC. 451 RAYMOND ROAD PLYMOUTH, MA 02360 Sheet 4 of 5 r " UPPER KAYAK SUPPORT BRACKET, � 2"X4" RAIL EL. 8.5'f 8" PILING 36" (PLACED AT 10' O.C.) to 4' 2" x 4" +� 2"X6" DECK PLANKING WITH 3/4" GAP SPACING SUPPORT M (USE SQUARE MESH PANELS PR. LOWER PIER v WITH 657' LIGHT PENETRATION (EL. = 5.0') e `" o OVER SALT MARSH AREA) . I G CO k OeMIN. (2) 2X8" EACH LOWER SUPPORTS 2"x6" I I SIDE OF PILE G KAYAK PER KAYAK BRACE 314" DIA I SUPPORT (BRACE 31 DIA (2) I I 2"X8" STRINGER GALV BOLT I BRACKET, OUTER EDGE GALV BOLT i i (2"X10" FOR LAST (T1P) i EL. 5.0'f WITH CONTINOUS (T1P) i i SECTION - SEE BELOW) 2x4 RAIL) I I I I I I I I I I I I I I f l I I I I I I I I I I I I I I I I l l l l I I I I KAYAK SUPPORT SECTION TYPICAL PIER SECTION NOT TO SCALE NOT TO SCALE / PR.PIER(EL.=8.6') — PR.PIER(EL.=5.0') —85.2' i � i I PROPOSED RAMP 10'TYP. - - -15-------- / (4)4 x 6 FOR ( ! PROPOSED FLOAT j` FLOAT STOPS SET AT 30"ABOVE SEDIMENT(ELEV.2.0') MHW(2.8') ............................ . ........ . .....-�;: .......... ..............� ..................MLW(0 Li00') _ ! • il -0.�'li , , I i / PROPOSED FLOAT—j �` !i ! M"' 8"PILING (TYP.) u� 2 x 10 STRINGERS PROFILE OF PIER, RAMP & FLOAT NOT TO SCALE PESCE ENGINEERING & ASSOCIATES, INC. 451 RAYMOND ROAD PLYMOUTH, MA 02360 Sheet 5 of 5 G Application Number........................................... Section 9— Construction Supervisor Name 2 � CTe phone Number �3 q l(o Address Pa _�1 City �tf A4Z State . Zip License Number License Type C_5 Expiration Date ZZO Contractors EmailH t A1[ �( � ,� ,c.e�q Ce11 # �y 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 80-C- - of arns le.Attach a copy of your license. Signature Date Section 10— Home Improvement Contractor Name Telephone Number 569189 S�7 9 Address O 02 9 City ► State MA- Zip b 2 Co`( `r Registration Number 1796 Expiration Date 5 �'�zj 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 requ'� CMR an a To vt of Barnstable.Attach a copy of your H.I.C... 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 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 Print Name 9A' r +,� Telephone Number E-mail permit to: (' p��•it ( � _��s� 0. Last updated: 1/31/2020 Section 12 — Department Sign-Offs Health 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 approvak a Section 13 — Owner's Authorization I, 5 , 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 updated: 1/31/2020 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program, X284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent;Amendment Important:When filling out forms A. Application Information (Check one) on the computer, NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing use only the tab p P � pP� 9 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- ldfl General (A-H) Z Residential with <4 units $215.00 BRP WW01a ❑ Other $330.00 BRP WW01 b For assistance ❑ Extended Term $3,350.00 BRP WW01 c in completing 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 r 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x284171 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: DAVID DRAKE&JACQUELINE LLINAS david@donatesmarter.com Name E-mail Address 318 Banyan Way Mailing Address Note:Please refer Melbourne Beach FL 32951 to the'Instructions" City/Town State Zip Code 774-238-0691 Telephone Number Fax Number 2. Authorized Agent(if any): Edward Pesce epesce@comcast.net Name E-mail Address Pesce Engineering &Associates, Inc., 451 Raymond Road Mailing Address Plymouth MA 02360 City/Town State Zip Code 508-333-7630 Telephone Number Fax Number C. Proposed Project/Use Information' . 1. Property Information(all information must be provided): Same as Applicant Owner Name(if different from applicant) Map#206, Parcel#136 41°38'19.24"N 70020'32.94" Tax Assessor's Map and Parcel Numbers Latitude W 1112 Craigville Beach Road, Centerville MA 02632 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: Centerville River(Coastal) 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ 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 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X284171 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.2t of the This project involves the construction of new pier, ram &float,for residential recreational boating "Instructions" p J p p 9 use. 6. What is the estimated total cost of proposed work(including materials&labor)? $50,000.00 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary).An . abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner.of land that lies within 50'across a waterbody from the project. See Attached List Name Address Name Address Name -Address D. Project Plans 1. I have attached plans for my project in accordance with the:instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑401 Water Quality Certificate Date of Issuance ® Wetlands SE 3-5453 File Number ❑ Jurisdictional Determination JD- - File Number ❑ MEPA File Number 7.EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc-Rev.03/17 Page 3 of 13 Massachusetts Department of:Environmental Protection Bureau of Resource Protection -Waterways Regulation Program _x2$�tt9 Transmittal No. Chapter 91 Waterways License Application -3,10 CIViR 9<{}t1 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 certfiy that the information submitted,in this application.is true and accurate to the'best of my knowledge. 0 f Applicants<signature Bate Prbperty Owners signature(if differerrt Date 16 Aa `�....., pyge jj signature(if app bte) Date GH91App.doc-Rev.03117 Page 4of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x2s4171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 900 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. l CH91App.doc-Rev.03/17 Page 5 of 13 r . 3 . Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X284171 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate DAVID DRAKE&JACQUELINE LLINAS Name of Applicant ' 1112 Craigville Beach Road Centerville River(Coastal) Centerville Project street address Waterway Cityrrown Description of use or change in use: Residential recreational boating use. , 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." g/ZCi C Printed Name of Municipal Official Date �jV�Np�G �Mr►tSS�l�.i�_ sue"' Si nature of Municipal 0 cial Title City/Town CH91App.doc•Rev.03/17 Page 6 of 13 7 3 Massachusetts Department of Environmental Protection, Bureau of Resource Protection -Waterways Regulation Program X284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to DAVID DRAKE&JACQUELINE LLINAS Applicant: Name of Applicant Section H should 1112 Craigville Beach Road Centerville River(Coastal) Centerville be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Residential recreational boating use.' 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 't Date Mashpee 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. CH91 App.doc-Rev.03/17 Page 7 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to"Sample Plan" (attached) - ® Minimum letter size is 1/8 of an inch if freehand lettering, 1110 of an inch if letter guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use,waterway and municipality] ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ® Scale is stated &shown by graphic bar scale on each sheet ® Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar: Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® All Structures and Fill shown in full BLACK lines, clearly labeling.which portions,are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s) and or fill and the distance which they extend beyond MHW*or OHW* ® Change in Use of any structures on site must be stated *See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note:DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for.non-water dependent projects'and projects covered by MEPA to address site design components such as visual access, landscaping&site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CH91App.doc•Rev.03/17 Page 8 of 13 3 Massachusetts Department of Environmental Protection , Bureau of Resource Protection -Waterways Regulation Program x284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries. ® Property lines,full black lines, , along with abutters' names and addresses ® Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ® Mean Low Water(MLW)*,black dotted line, (.............) ❑ Historic MHW*or OHW*(----) ❑ Historic MLW*(... ... ❑ State Harbor Lines, black dot-dash line{—.—.—.—)with indication of Chapter&Act establishing them (Ch. , Acts of) ® Reference datum is National Geodetic Vertical Datum (NGVD) or(NAVD). ® Floodplain Boundaries according to most recent FEMA maps Proposed &Existing Easements described in metes&bounds Water-Dependent Structures ® Distance from adjacent piers, ramps or floats (minimum distance of 25'from property line,where feasible) ® Distance from nearest opposite shoreline ® Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from,the Department, prior to issuance of the Chapter 91 Waterways License. CWApp.doc-Rev.03/17 Page 9 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment Appendix A: License Plan. Checklist Cont. Registry Stafement a 31�2 inche 5 inches rIj Locus Map First S heet 0 nor co 2.114 inche 1 Sample Plan 81/2 i n ch e P.E. ar RIS Stamp 3 Y4 inches Plan Accompanying Petition of... F DEP Stamp First Sheet Only 3/4 " Border CH91App.doc•Rev.03/17 Pagel 0 of 13 I 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection- Waterways Regulation Program X284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: General View ® submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-.1/2 inch X 11 inch paper. ® A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ® A complete title block on each drawing submitted should identify the project and contain:the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared. ® Use only dot shading, hatching,and dashed or dotted line to show or indicate particular features of the site on the drawings. ® If deemed.appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ® North Arrow �Z Locus Map ® Standard engineering scale. ® Distances from channel lines and structures if appropriate. Z Mean high water and mean low water shorelines (see definitions of"High Water Mark"and"Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or excavated. ❑ Notation or indication'of disposal site. ❑ Volume of proposed dredging or excavation. .❑ Ordinary high water, proposed drawdown level, and natural (historic)high water(for projects lowering waters of Great Ponds). Section Views ® Existing bottom and bank profiles. ® Vertical and/or horizontal scales. ® Proposed and existing depths relative to an indicated-datum. ❑ Elevation and details of control structure(for projects lowering waters of Great Ponds). CHMpp.doc-Rev.03/17 Page 11 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection-Waterways Regulation Program x2s4171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black,ink(blue ink or pencil are not easily reproducible,therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2"x 11"sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone;the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan,the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). ® Plans: Prepared in accordance with the applicable.instructions contained in Appendix A-6 of this application. For initial filing, meet the requirements of 310 CMR 9.11(3)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's.signature,the applicant may provide other evidence of legal authority to submit an application for the project site."If the project is entirely on land owned by the 'Commonwealth(e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds),you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: if required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or,for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that.effect pursuant to 310 CMR 9.34(1). ® Municipal Planning Board Notification:Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section'H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in,the case.of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified.by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions: A copy of one of the following three documents is required with the filing of.a General Waterways Application: (1)the Final Order of Conditions(with accompanying plan) under the Wetlands Protection Act; (2)a final Determination of Applicability under that Act stating that an Order of Conditions is not required.for the project; or (3)the Notice of Intent for the initial filing (if the project does not trigger review under MEPA. ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report(EIR)and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA.For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 151h and 301h of each month. CHMpp.doc-Rev.03/17 Page 12 of 13 4- 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection- Waterways Regulation Program X284171 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained: Projects involving dredging: ❑ The term "dredging"means the removal of materials including, but not limited to, rocks,- bottom sediments; debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening,widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging:includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ® For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to the appropriate DEP Boston or regional office(please refer to Pg. 10 of the,"Instructions"for the addresses of DEP Regional Offices). ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ® .Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee*(please refer to Page 1 of the"Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment: Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 * Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles"Hardship Request"on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c)to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CHMpp.doc•Rev.03/17 Page 13 of 13 Property Abutters sharing a common boundary with 1112 Craigville Beach Road, Centerville, MA (Note: No owners are within 50'across waterbody- Centerville River) Map/Parcel Owner 206/090 Maria M Papa, 50 Washington Avenue, Schenectady, NY 12305 206/089 & 206/119 & Barnstable Land.Trust Inc, P O Box'224, Cotuit, MA 02635 206/107 206/088 Gary L. & Christine M. Shechtman, and Paul G. & Susan J. Sawyer, 197 1 st Avenue, Needham, MA 02494 206/091 Saundra Tobins, 1110 Crai ville Beach Road Centerville, MM 02632 206/126 Christopher D & Laurie F Palermo, 137 Brandywine Road, Franklin, MA 02038-1090 206/127 Michael & Peter &Matthew Tatian, 195 S een Street, Natick, MA 01760 206/128 Robert J & Robert Jr Stewart, 1090•Craigville Beach Road, Centerville, MA 02632 206/131 Richard:D & Susan Bloom, 2644 Main Street, Barnstable, MA 02630 Excerpt of Assessor's Map #206 tt 5 �1✓ 4 J ' 26478 1306D77 l � tg k, �t! ." a ,„1� �.� °✓ � �1€! �� ^ 200087` t wk r Subject Locus:1112 a sMe Craigville Beach Rd. z g1136 q0 ' } f 200044 ?O80$9 200130 � 200080 < � � 208130_ N 1116.� ✓ q 48 } 208,049 '£�s 208097 q`1,137 P" - - 206091 206127 k11 01110 01094 i 206048' 208128 208131. 208119 2Q8121 g1125, q,1D74 q64 q t090 E' Z. " 206047208092 t 40 137 �. 206138 k'1 r ' 7 20803fi `�' q 1090 ". q zu. q 134 208129 3D8132 ;� ?081,15 s 1 20802 q ,72 . 1084�° q Jul 208108' 20802 l =208122' 2000?7 q 1 0 `7114$ 208099 2—... 206133 q 3E g130 $ g1103 p1078' �✓ rgt068� f,' ya D6108 '. " 2081000$134 q t9' 208114: d1:1080 ?08136 200112' 208113 $ g1052 q3 q6' z. a4. 208010 2060 11 H 82 " 206014 ` UPPER Ra rax �JJI� 4 •i • wPPORr BRACRET �C,�..,.+\`-,V• ': '�'..; [I" LOCUS ,17.. r• L. lti "s • PR.�Lo-so) COR Rx005 t..RAN ✓„F � LOCUS PLAN `` EocEov wPsx ✓'«�w"�'"� �L"'ralB,vm �. EOGE OF rMP N1 x I/n \\_.• � SUPPORT BRALPET, •-'•?".EI tt.5.0'S -—_ /RIVER CENTERVILLE ATIDALl ° e..:: xo,Ea f" I`�� aaPx=rAa�EAaaEa=oP�xAP=� KAYAK SUPPORT SECTION a .wcax�e^wrus i � � - eo v.EieouPxE eEAcx nazzn zaJa /-6P.e.az aoAT � vosr .... --_ �r srovs wP PP noA "^.•� wL (a ami cEPrwureream � T'P.FOP Al T wE PFA 10-•aEl .. •",�,wcE PAuv•-c•a "-�••` �c.vuxazeo-r �:. m A.M. 206/B8 - __ �.�_ MP' -- asrac:E'o xAVA«R crs•°.u, .v ..nwrerareBETATY APovE "��•M-.E.'rror';o.`Y;I vz Ps ,es ruEoviEPwmm_ .o_ aewuwrmEEv.vEt �p\MgPax _ �cM .z£ _ �\\\\ —_�_�\\——_\\ ........�� ...........- •.«nmom® i i�P� o'V�'""ty�' � rr.•PAn 'A x0 T'PJ II//J A.Y. 206/69 PROFILE OF RAMP&FLOAT Jxra wA rcrr.Errzo xor roecAiE ro aacE A ro'oc) j5 > F2 AAts,p\ , ECKWGT ( SWAREA CSn Pa d SI uWT xARSHREA,) PE/ErRAPOx �,. _ _` \ems\ xaPax� ''G�'W2-01 - - \ _ _ �•. OVFR Sall A AK 206/90 wAv \ @°w-1 Epp„ ?ra�Rax�P aA��aa1"; TIMBER FLOAT SECTIONS xor roar"= /I O,\\ � �// av E��\ OmvE� \ avrT % TzwA.vaJ TYPICALPIER SECTION ' � \ °}�- iisiiiiit:if:. :�:vsig�e` �. .� c°`_' -_ 4 \ ,s / � rr•'„a-ou P a-oEaixo xorrosa.x. Z.OA '%7QHFR?i'ri; g #1112. /. w.veare wPEEI < UPOLE ns �` - f Fie a 9Ps9 m¢ss as \ s fay PROPOSED PIER, � •e ax�� RAMP,AND FLOAT tror ae 1112 CRAIGVILLE BEACH ROAD 'i Hp(Q€Ee_, ii?'ri. TDTAL AasA-saJ`izer SR 'Y rm PEA. : . CEN TERVIL- VILoL. MA zaa smmoEP DAVID G.DRAKE ar_i+r av"" Fm ezAAr ears RAMPPrS�ECTIONS — ' �E�$CB ewth hxtnc A,mns R a v't.xlnlu,t�c: ° GRAPHIC SCALE .• r.. r r m„ SCALE 1}`301 DATE:n MARCH 22.2016 REV2:FEBRUARY 22,2017 REV3:JUNE 7,2017 (w Fasz 1 - REV4:JULY 25.2017 REV5:JULY 26,2017 I: Review of Developments: 1112-Craigviill each Road As related to neighboring properties to 2 Short Beach Road-Tonsberg ZBA Appeal 2006-085 - Not Granted 1112 Craigville Beach Road — David G.'Drake &Jacqueline B Llinas 1979 Lot created by Land Court Plan No. 9288T (Lot# 48 on plan) • At that time the plan area for Lot 48 was zoned Residence,C and required 15,000 sq.ft. minimum lit area. • The RC zone is located 160 feet off Craigville Beach Road. • Zoning definition for a lot in 1973 states that "No portion of which is bisected by a street." (amended June 15, 1973 Article 162) • Note —The 30-foot right of way dates back to a 1946 Plan (LC # 9288K (this is prior to subdivision control in Barnstable). This- was is not shown on the Assessor's Map. • The 1979 ANR Plan created Lots No.s 42 to 47. Of the 7 dots, 6 had existing;buildings and the other lot is the vacant Lot# 48. total) 2 of which appear to be undersized to the zoning requirements. No variance is known to have.been issued to those undersized lot. March 22, 2001 Board of Health variance for, installation of on-site septic • Note -Variance to Part VIII, Sec. 2.00 —To install an onsite sewage disposal system in an are where there is active shifting sands or earth. • Note letter states four bedrooms and condition no 4 states "finished-attics ... are considered bedrooms....." November 12, 2001 Letter to Building'Commissioner Peter DiMatte6 from Eugene Porcaro, citing wetlands definition under zoning and noting variance application must be filed with Zoning Board. January 07, 2003 (last revise date) Septic Plan submitted • Note — Plan identifies "Dune Edge" at location of proposed dwelling. • Plan cites variance request for Board of Health to install septic system "in area of shifting sands." . February 2.6, 2003 Building Permit 67181 Issued • For 3,755 sq.ft., four-bedroom, single-family dwelling with attached garage issued to David Drake. 0 Plan Submitted — half story identified as "Attic Only" ,T • The 3,755 sq.ft. does not appear to include the attic area that was calculated at 693 sq.ft. March 7, 2005 Letter to Building Commissioner on building permit extension June 18, 2005 As Built Foundation Plan submitted • Note- lot area of 45,720 uplands appears to include area in 30 way and area across right of way. June 29, 2005 Letter.to Building Commissioner noting DEP no work order of August 2004, and scheduled Conservation hearing for an extension. June 6, 2007 Letter to Building Commissioner on reinstating of Building Permit August 27, 2007 Building Permit 67181 reissued (permit cites held up by DEP) same as prior permit. ti • Note- Change in House plans N SUBDIVISION PLAN OF LAND IN BARNSTABLB Down Cape Engineering, Surveyors 9288 Maroh 5,, 1979 o` 48 ti 00-- �A WAY (Jo 0o wide — — o v Q �C 543 tom$, 9tib oo .fieIP ��x y �•ba 37 4 g, a b4 Ifv S� ° o cy .� 0�'�43 h� 6° • � oo a ' sb �p� 44 �a' 0�• e, o �h`'t'�3 O O ra 42 .� ��1 �,_r� � `may ��N";6�,6 fL.C•b• 484� I��,ry�w� 88sae2o'a 0 Mrs o •4+r �d ooj�1 �h' a! o (bore) J ,PpgD . Subdivision of Land] Lots 4 & 03 Shown on Plans 17531A. 9288 and 9288K Filed with-Cert. of Title Nos: 5777. 27594 and 8756 , Registry Distriot of Barnstable County e arste certh'ice a o!title�o�nne bbe issued for land shown hereon es� .44.tNw. ................. toot'of rt ofP�en By the Court. n&f� LAND RECIMATIDN OffICE /t AW1.4,I979 Stale of Ak plan 80 feet to an loch ".4_V9Z! �r S i�et R.L.Woodbmry,£&gheer&Court — ne 2ffi!iK 9288 S Subdivision of Lots L and 0 shown on pla (920MI . Filed with Oerts. of Title Bo.44ll Registry Distriot of Barnstable County LAND IN RMSTABLI June 13, 1946. Hearse d Kellogg, Olvil Engineers. C1 vim• � ` N� Cif w'�eoAO � `��• - 0 aao ap0 '"' � 30��•�, �� ` � C�&,7;este,,16 �q Y aQ a On .Z. fU^ 403 N�09 MJul ` W �V3 h p. If - �i etas yseis *D !f s�ll1!/! I Of ! may d! Iuwd Bc"lot';COW es i�am hwom CW Of Pad of olon - .7i.. IAND R L,STRAT9f6 Of fICE , •,r y. gib• .. IPicanofir scale�tAts drn=b a,loan w.r. birclo a, Or Cowl NAUSHON CIR. �u..i-1 •l,u, fRC_ i0 CHAPPAOU OTOMA,tAWK DR ! , SUC K9KIN PATH ' t. �I \ I DICK RO JPOJ�. READ RCJ HB p6:IRY CIR c1A OR" H s ^ / / c nJ. - LONGON6 1 1 I LIMERIC t K C'f.. .AVM 2 D 6 _ l.- y a Cl ""'AVE CEAM RIC �{1� N'=4�\• !`� :'iJ n J Nii /'\ •rW •% `II n �.\, p }d k4DIF't ` pN 5� .- ;] j (��i'-.�1�Q 4F _ _ .• `� - e ;1•; Q - i �✓y^r'� `"\�.,�T C--�j + - o f �\ E. 1 ED La Q �' tt,.aa,\a � TES I o' ,e �0.T �, i �' l� \' t •� - /y s r - scunaEx j 1 Be( _ 99 / �/y q '.BK r N. =M .t � `' r� eEr //�///y% �/� 0 4 j( i /tom 2 pNAMWRL.• I'1x �aF,`\`y �, pp ;/\O 'ORS 5 %J '� / •I 1 _ l ! �-. _ � \ �-_�_� ��^6�f' ��`�qy 'P E 1::: � qk .^iG>;... n 3 P I R a E s • r pq n �/ \J 9 9 tl� // �9 �yn•CWFAN ��f�'� p /V[ _I+ R 4.-+' ,.. 1 \,r pp@@ ��ll'' :nRu RD 6 \ II�'`e r L; .� S It n" i' _.`� '+'\ �� t 6'�� J 0`�,. I�,,:zf r :'I., -�'-`•d1-_.- ,7 �. :__�i JI(,1V.1•S 5�¢ni N'_ t.. ��G\, i,� f/' - .. � r�l` �/y o- LyY.r,Lt+.xll�-- _ �,z'"' -' - \ .1�; � '�/ �I.'7�,�• \�}„' '�:L-+ MAYv'A RD/d1fl "`:,•- L=, 'vAll/c,,T -1/lk�,O �~,�„ y' \� l Es F— A • R 111 ` O�• �f ORTE".al� 21 ;�y \ \\%l/�/ '� _ ... .. �- !lJ UU4 �R^ iER �_ RBI h \P'1 W\`' ...� �� I � i+ ,�,[rat 11�� - ..•i' r PO�' '� .Iz I!3 _$JJT.t FrC+611 ~ pC_RZ V SS" '�l� 5T ` r ar� BEACH I. ,q!.I <, 4ytx,'•':pp1p� ITT 4 Cs�'i iS lll� v; ,\\;f.o�''-;gip-,`p e EIO 1 H ` NGER i CENTF_RVILL£ HARBOR RF" -IlE ` / 1 V _ zi ` " 14� '•, -.� ' J � �.'� �' EAST I YEa LA ..\ Z. ':.O 2 BARLEY LA ZOA{Ull p/• .I;L !I ��:��. •' T .BAY ] NUT M E G L A PARSLEY LA. S CURRY LA \Y0 �`� j'--• 6 GINGER LA I11 LAN L.\, < 1 " \ THYME LA + i 1 l / g SPICE LA I r 0 o L, P Q � CRAIGVILLE AC D Zo a ca _. v a g:\zoning\centzone.dgn 03/06/2002 10:35:45 AM VP d s- t r� TOWN OF BARNSTABLE �FTMEt� 6�Py wo OFFICE OF i HASd9TdHL$ i BOARD OF HEALTH 1639• ��' 367 MAIN STREET '£0 M HYANNIS,MASS.02601 March 22, 2001 David Drake P. O. Box 6 Cotuit, MA 02635 RE: 1112 Craigville Beach Road, Centerville Dear Mr. Drake: You are granted conditional variances to construct an onsite sewage disposal system at 1112 Craigville Beach Road; Centerville, The variances granted are as follows: , Part VIII, SECTION 2.00:To install an onsite sewage disposal system,in an area where there is active shifting of sands or earth: • Part VIII, SECTION 9:00:To construct an onsite sewage disposal system leaching facility in an area where there are not four (4) feet of naturally occurring pervious soils above the maximum adjusted groundwater table. • 310 CMR 15.255 (2) (g): To install a leaching facility only seven(7) feet away from a retaining wall, in lieu of the ten (10).feet setback required. y • 310 CMR 15.211: To install a retaining wall seven (7) feet away from the property line in lieu of the ten (10) feet minimum setback required. These variances were granted with the following conditions: (1) The plans'shall be revised as required to include two variances needed from local Board of Health Regulations, Part VIII, Sections 2.00 and 10.00. (2) The proposed.septic system with an "elgen in-drain" bio-mat leaching facility shall be installed in strict accordance with the submitted plans dated revised March 24, 2001. drake (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the septic system and the "elgen in-drain" bio-mat leaching facility was installed in substantial accordance with the revised plans dated March 2001. (4) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, finished-attics, sleeping lofts, and similar type rooms are considered bedrooms according to MA Department of Environmental Protection. (5) The applicant shall record a properly worded deed restriction document at the Barnstable County Registry of Deeds limiting the number of bedrooms to four (4) at this property. A copy of the recorded deed restriction shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. (6) The dwelling shall be connected to public water supply. (7) This variance expires in one year on March 20, 2002. These variances are granted because the designing engineer was able tore-design the septic system plan to locate the system more than one-hundred.(100) feet away from the extreme high water mark. In addition, the plan incorporates the use of innovative/alternative technology.. These revisions to the original plan has improved the effectiveness of the system and has eliminated the need for two previously.requested . variances in an attempt to provide more protection to the wetlands and groundwater in this area. Sincerely yours, . Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs drake ' I -1.7 1 A v+ �E v G G LOCUS ITERED j LOCUS AfAP A TIONS.- 4 NO 440 GAL/DAY PLAN REF. LC 9288T 1500 GAL ZONING: "RC" : z MIN/IN ASSESSORS MAP 2061136 • 74 GAL/DA Y/S.F CTFf 105884 0 VERLA Y DISTRICT "AP" FLOOD ZONE: "A-10" EFE = 11. 0' rc BOARD OF HEALTH VARIANCES REQUESTED.- 1) BARNSTABLE BYLA W PART VIII, SEC. 9.00, INSTALLATION OF ONSITE SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS. 2) BARNSTABLE BYLA W PART Vlll SEC 0 00, INSTALLATION OF ONSITE SEWAGE DISPOSAL SYSTEMS IN AREA OF SHIFTING SANDS. IN REQ'D 3) TITLE 5 VARIANCE 310 CO.R. 15.211 (1) DISTANCE FROM WALL TO PROPERTY LINE OF 7 FEET. 4) TITLE 5" VARIANCE 310 C M..R. 15.255 (2)(9) DISTANCE FROM WALL TO LEACHING AREA OF 7 FEET. GENERAL NOTES ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E P. TITLE 5 AND THE TO WY OF _BARNSTABLE__ RULES AND REGULATIONS FOR. THE SUBSURFACE DISPOSAL OF SEWAGE. ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE, OTHERS :WITHIN 12" ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING: UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 F.T. OF DRIVES OR PARKING AREAS.. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTERED IN PLACE. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. UTILITIES SHO WN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR :TO COMMENCING WORK ON SITE CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. PARCEL IS IN FLOOD ZONE "A1071EL TOT TS SHOWN ON ASSESSORS MAP —gQtL AS PARCEL _Ls__. R.SH �O '#14 RF 1 / Ali, RF' g RF F 6 RF 1 F ' WF'�`• 12 'RF __RFe 7 \. q�5 15100 4 RF \ 5 6 10 P . . _ . . - . . . . 3 OLD-- . -L .#11 ��R FROM FLAG ZED BY L E.C. R 2 • . . _ . . . B oCK B LOT 48 #� C D BD`S \ ; A.M. 2061136 , RF 11 LE'C. � — /16�g9 \ F. 1 �.axr UP E 11Ff1--AREA= 45, 72Qf-:. S ` ;'REET N ACCESS WF8 �i� TOTAL AREA= 98, 728f. S.F. RESTORED) WF ,1I1, NCOM MEETING — _-/1/07/08 \ IWF ---__VVV#BB \ dd' i 4 3 ' — -----____---- ___/ `. _ ♦ ♦ _ ®too_INN !1 LEETING" `� 1 moo ♦ WF ROPOSED ♦ " ♦ 116 — `♦ RADIUS T0� FE APPARATUS76 lWVF TO. EL Bfryy l ti 0 P k t ROPOSED SALT MARSH a eEDRoosr CROP: 1iELWNG}-- WF' l I IGH p>, \caRPotrr S FD F EL--z EDAR \ w� -_�- # Ft o 20 ( — 5 NOTE.- APPROX EDGE OF STORM = 100 .1 SURGE LINE `,HOUSE;::;::;;:: TP ♦. �B � N `� ROOF ELEV.= 6 TOF= 7.2' \ \ ,'�F © n A.M. 206/12 Sao i.\ \ 102' \50 - Ali, e � �� \ 1.4 DF A. �F 906/127 62.6 I i, U o 1� -,� 51,� yr yo° ,5� , \ WF A.M. 206/1f ��' gpUSE -�F i6 A.M. 206/131 #24 qoo- A.M. 206/129 U � :;HOUSE; ;; ` 1�1/J 15.002: continued Acre-a unit of land measure equal to 40,000 square feet which is considered a building acre in s: accordance with standard real estate practices. ,a r. µt A c -an agency,department,board,commission or authority of the Commonwealth or of the en federal government and any authority of any political subdivision which is specifically created as an authority under special or general law. The term shall not include housing authorities permitted pursuant to M.G.L.c.40A. Alternative Svstems-Systems designed to provide or enhance on-site sewage disposal which either do not contain all of the components of an on-site disposal system constructed in accordance with 310 CMR 15.100 through 15.255 or which contain components in addition to those specified in 310 CMR 15.100 through 15.255 and which are proposed to the 16cal Approving Authority and/or the Department for remedial, pilot, provisional, or general use approval pursuant to 310 CMR 15.280 through 15.289. Anoroved Caoacitv The capacity of a 1978 Code system reflected by the sewage flow as shown on the Disposal Works Construction Permit Application or as shown on.the Certificate of Compliance,whichever if less for that system and not the calculated capacity based on 1978 Code loading rates which may account for over design or safety factors. For a system designed in accordance with 310 CMR 150 ,.0 0 the approved calculated capacity is based on the loading ' rates found at 310 CMR 15.242. Aunrovine Authority- A local Approving Authority as defined in 310 CMR 1.5.002; or the Ii Department,with regard to systems owned or operated by an agency of the Commonwealth or �� ';': of the federal government,or to systems serving a facility with a design flow of 10,000 gallons per day or greater,or on a case-by-case basis as determined by the Department to be necessary out the purposes of 310 CMR 15.000. to carry P rP i ii :;: ASTM- The American Society of Testing and Materials. i Bank(Coastal)-Any land or surface area so defined by the Massachusetts Wetlands Protection Act,M.G.L.c. 131,§40 and 310 CMR 10.30(2). Generally,the seaward face or side of any ?; elevated landform,other than a coastal dune,which lies at the landward edge of a coastal beach, ji land subject to tidal action,or other wetland. Bank(Inland)-An land or surface area so defined by the Massachusetts Wetlands Protection .., , Y Act,M.G.L.c.131,§40 and 310 CMR 10.54(2). Generally,a portion of the land surface which normally abuts and confines a water body. 6"� garner Beach-Any land or surface area so defined by the Massachusetts Wetlands Protection - r 1 Act,M.G.L.c. 131,§40 and 310 CMR 10.29(2). Generally,a narrow low-lying strip of land 'j generally consisting of coastal beaches and coastal dunes extending roughly parallel to the trend of the coast,separated from the mainland by a narrow body of fresh,brackish,or saline water or a marsh system. Bedrock-Solid rock exposed at the surface or overlain by unconsolidated gravel, sand,silt vY and/or clay. Bedrock includes weathered or saprolitic components thereof. Bedrock types are defined and most of their areal extent are described in the "Bedrock Geologic Map of Massachusetts"published by the Massachusetts Department of Public Works(1983).. Bedroom-A room providing privacy,intended primarily for sleeping and consisting of all of the following: . (a) floor space of no less than 70 square feet;l C (b) for new construction,a ceiling height of no less than TY; (c) for existing houses and for mobile homes,a ceiling height of no less than TO"; (d) an electrical service and ventilation;and (e) at least one window. 4/21/06 310 CMR-482 t ,r MAR-05-2002 15:57 N Y D A OFFICE 212 335 9113 P.02iO3 November 12, 2001 Mr. Peter DlMatteo Barnstable Building.Commissioner Barnstable Town Halt 367 Main Street Hyannis, Massachusetts-02601 RE: 1112 Craigvllle Beech:Road Barnstable Dear Mr. DlMsttao: I would. like. to bring the,.above-referencao lot: to your attention relative to potential noncompllance with local zoning. Since January. 2000; Mr. DavL.id°;tkr ke of..Cotuit, has: been attemptn .,to pdObSelW ge environmental permits for coristi6dhg::a, 'sirigle-family .dwelling, garig . disposal system on the above`referencad lot. .Hi1niti011y.:argued that a sand dune did not exist on the lot but in April 2001 the state Department of Ertviran stalaDune. and Barrruleier the construction. was being proposed in (emphasis added) ;a Coa Beach. According t the local zoning under section 2-3.7 and,the definitions the following is o stated: _ 2 3 7 Setbacks fro Wetland Creaf Pads: In addition io the setbacks established hereinafter., the. 011dwing-shall also apply: 1) All construction, with the exception of elevated stairways, decks, driveways, fences. and water-dependent strictures such as piers and marina facilities, shall be set back a minimum of thirty five (35) teat from wetlands (emphasis added), Wetlands: The land under.the:.ocean or under any bay, lake, :pond, river, stream, creek or estuary;: any wet meadovrB, .marshes, :swamps, bogs,. areas where high groundwater.;'flowing or :standing:surface water or ice provide a significant part of the supporting substrata fora plant community for at I:east five (5) months of the year,.-.lowland subject to 'any tidal.-action or annual stone flood ing'or.flowage, or any:flat,:b sac h,-dune(emphasis added) or other shifting sand formation. MAR-05-2002 15:57 N Y D A OFFICE 212 335 9113 P.03iO3 I Mr. Peter OiMatteo Building Cornjmissloner November 12, 2001 We trust that an application for a variance must be filed with:.the Zoning Boards orflaw PMrs. and that all abutters will be-notified•of the headnig. On behalf of•my mother Frances Baumgartner of 1096 Craigville Beach:Road,we look forward to having a chance to voice our opposition to the proposed construction in wetlands. Very truly yours, Eugene Porcaro cc: Town of Bamstable Zoning Board of Appeals 'Rob Gatewood, Serristable Conveisation.Corrimissiorr = TOTAL P.03 TOTAL P.03 MAR-05-2002 15:57 N Y D A OFFICE 212 335 9113 P.01iO3 UW1JM 1 i Ur ncTr t VM1% ONE HOGAN PLACE New Yank,N.Y.10013 (212)33S-9000 ROBERT M.MORGENTHAU plaTtOGTA'ROlbet t ' • 1 To: From: cy-e0-e---(-Z . Location: Location: Telephone#: #of Pages: Tefe#: Fax#: Fax#: - 335-41J� CC: Date: O Urgent ❑ For Review ❑ Please Comment ❑ Please Reply O Please Recycle r r CENTER VILLE PROPOSED GEOTEAMILE dll, NOrD ALL EXISTING STONES 9O BE REMOVED. FOR STABILIZATION WF CONTRACTOR TO RESTORE 15' TENPE AREA V3 B WITH INDIGENOUS PLANT/NGS. '> AS NEEDED (SEE PG. 2) WF F4GL4ND ED ET4 .S �E�jH OF S RIYER �* #BA i WF I!/16/gL�C �� EDWARDL Stv EXIST 9 CiVI� y p h� /LT FENCE. /gyp __ .32001 S �y ' �l0p y ROAZVI ta p ,� - _; .� o-- ---__ ��G 14 6VA TT RP LOCUS \ , PROP. RELOCATION W 0 --b---__ ) 110 .� OF WORK LIMIT �. -. . --____- TEMPORARY �� .`� ^fit' �� #1 WF �� LOCUS MAP CONSTRUCTION ACCFS'S c "'�`..� a3 o O o� '(To BE R6TOREDJ � �3. � 17 PER CONCOM MEETING 1/07/03 �� m ALL STONES t0 \ �t�� z yyrF ASSESSORS MAP 2061136 BE'RENOVED _ • W.�' PLAN REF.• LC. 9288T M. 206/9l �' \� • • � #1 19 awl' CTFf 105884 cB/DH p • y BC�jy ZONING. RC"' 1 • ° "raA 50 OVERLAY DISTRICT- 'AP" „ FLOOD ZONE: "A-10" BFE = 11.0' ELEVATIONS % A L T MARSH - - � zo• HIGH ?o !OP OF COLUMN s12Q , PROPOSED EARTHWORK CEDAR MP Of►voD BEAM sls. #20 ,I I, AND STONE REMOVAL - PLAN G�oR• • LOCATED AT. �� 2 COL� 1112 CRAIG VILLE BEACH ROAD ?foS ? � CENTERVILLE,, MA.WF{ l0 GMW14 21 PREPARED FOR: %lza / ` ' DA VID DRAKE • �`Z / - ALL STYINES , A.M 206/126- O / 7Y1 BE REMOVED Z ,ail; FEBRUARY 20, 2005 )'E: ,,;;, ; / , LOT 48 SCALE. 1'=30' ':HOUSE`: A.M. 2061136 WF 4� UPLAND AREA= 45"720.L- S.F. 22 REV " l l p TOTAL AREA= 98"726f SF REV e � 192 REV A.M. 206/127 ® WF SHEDO MW#3 i? #23 YANKEE SURVEY CONSULTANTS r UNIT 1, 40B INDUSTRY ROAD co) I L1NE P.O. BOX 265 A.M. 2061128 U IAT % MARSTONS. MILLS, MASS. 02648 i TEL• 428-0055 FAX.• 420-5553 / \ A.M. 206/131 WF 9/DH 1! SHEET 1 OF 2 JOB 52250U CM TOWN OF BARN STABLE BUILDING PERMIT APPLICATION {� Map 0to Parcel9,3 Permit If Heath Division Date Issued SEA-3GZ y J,� Conservation Division pZ3irJ(JL y.� 3�z y�Dj ��Application Flee (z) S-v(`✓�rSeGr: a. Tax Collector f rmit Fee �} � • SEPTIC SYSTEM MUST 0-2Treasurer �`-' INSTALLED IN C0MPLLA?,!n_- Planning Dept. L� VOfITW TIT LE 5 Date Definitive Plan pproved by Planning Board 1 !� ��O l__ /I T(1y^11I4 REGULp :wo��, Historic-OKH-A " Preservation/Hyannis Project Street Address 0/2 a+EgYil& QrJxt Village C -riTfLt�i p Owner bloc( 4ra.- 61 1X%41FAddress n $� l.' C�1-vi t d/LLA OZ(,j Telephone L!Qe) 1pe3-Ilg&& (Pfw) Cfj�) 3 5 42-0- = l Permit Request $,,A d ymi fpiL -,+mJ Sw� e • ' 4,1 v/ Square feet:1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District � Flood Plain 10 Groundwater Overlay 'ate v1 •Project Valuation Construction Type ItLa6 M 4X ' Lot Size i 2� Grandfathered: Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes j9LNo. On Old King's Highway: ❑Yes 1d No Basement Type: ❑Full ❑Crawl ❑Walkout gOther PP L t o mefA-n m Vo 412��T Basement Finished Area(sq.ft.) NIA Basement Unfinished Area(sq.ft) of A Number of Baths: Full:existing N/A newp) Half:existing N%/t new O Number of Bedrooms: existing MA new N Total Room Count(not including baths):existing —r new First Floor Room Count 3 Heat Type and Fuel: aGas ❑Oil ❑Electric ❑Other keg- &L 2. bar &K Central Air. %Yes ❑No Fireplaces:Existing NJA New Z_ Existing wood/coal stove: ❑Yes 14 No Detachehe:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Anew size Z2-x3& Shed:❑existing'❑new size . Other. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Jffi No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION (SoE'� Zg Name bAV%17 67 bQ AiL6 Telephone Number FWAW?) 67�3 _6". Address P,0• Gx 'fv license# D �t1j1y ME�t QL(v'�S Home Improvement Contractor# Worker's Compensation# - ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO YiA+ S� il LI'mGQ�vI C ' SIGNATURE DATE �1231dZ 44' WOtyJ�� 14'-7 5/8- IS-7 1/4" 15-7 5/8' INDU�TRIE SMINrC. 7-9 D/I6' Y-i 13/16' 6'-10 7/B' 6'-B 3/6' B'-Y 7-0 5/6' ``'om-O".ME 04270 9 5191ING DOOR DT O54 PE =UTAOFI' DT6 36 ME (207)53 USZI fA; (207)539-4H _b ans 7-II I/Y c 0 m STRUCTURAL HEADER � lose m'a lu Aua ;seal ' r DWG NO. KIM 2425 4 y KITCHEN+ 9a:n-- ---, G EAT ROOM ° � g; GOTO aoa0e Area=166702sRIt VIEW: ua2alagn 1SUBMTL 0 �,`11I �! DATE: i 9-23-02 --- � ry WALLImo—r'-10 s/B m O NOOK Q —�1 2.6 STUD WALL 012'o.c.ry CASED OPENING Arew 151.645 s4 N am, )1......,...,...,.,.,,.,.,.,..-.ov..,s.,..,.,.,_.,.�.,.,..,, _ _...J STRUCTURAL COLUMN - i1a91 -.. NO ROCP iRAIONG BY KEISER V T.1�_AR1:�TQL>^t tjt A.S.fC'CLA�e,� D r 'Mxrj UNDER 1N15 WALLj,. b �q-�+> L IC. Q FOYER Y� (uvE SKEm«x �e Y P.o.Box 1081 I~— OiF tars wALL ,,, - ''„- ETkliarE,31\T 46515 O A—52211 sa 11 - _:._ am _ � m . ^. r_________ E^E,o .:-:,-:,�[--gg-.---a"a"BEN•-'RYJ-41/I a �iv onweah of Mass a c kus e is � o. ACCr2C)}@C EValUaflOn anC Br0110R Inspection AgencytZ ]/°PoErWENT2-o /1tZ o hisdocuent is certified as being in xonforman cATH-4 m ; N� l with Massachusetts State nte IIDRY Nw186057 4R Cod4AR National R � DINING ROOM . 'i:DRAW— N CQlB7�Y :Iv I , AJPr SHE R�R�Y 2/6-INT '-NOe- FIRE WALL PROTECTION dT pate (;CHECKED BY: _ ALL 5/8'FIRE ROCK i g;:0; 2/6-P!t _ Approval of this document does not authorize or approve j ,. SEPERATION BETWEEN, I e 'eS ` any omission or deviation from the requirements of ? GARAGE a uw(G uf°r » UTILITY ® Y (° REVISIONS o ON-SITE BY BUILDER.i i i bf,�i. 2'-B' .'. `� aPOlicable Slate Laws. ® 2'-3 /16• � .- -'- ---- -DATE ITEM gs i i i BI SPLIT JAMB FIRE DOORS "�101EC s I I I g ALLOW FOR.1/2'OSB a s + .A3624 24 A3624 A3624 - 11-6-02 PER MEETING 5/8•GYP 0 GARAGE �' �r 7'-5 1/2• a'-1' . (SECTION WIDTH GARAGE END'ONLY-) 4._1 1/6" 15'-7 5/8" 12-9z022 MOR DRAKE DULE LABELS ------------- 4 GARAGE a - --; 12-24-02 PER DRAKE .1 ------------, Fyn m + } a62-BOX" m ' NORTH „ 1-22-03 PER REVIEW m OFFICE ;; 13-9 1/4' ,� Ir�i s•' ,,G, f:. n , i IGGf r5/8'GYP IN GARAGE 2E aY o ON-SITE BY ORAKE A-BOf BI-Box' C-BDX 00 i i i GAZING RED. ,` ). - Su NGt®2Y z , • ABOVE LANDING ' _{ /� � SCALE:0 . ----10._3(/B. I s 5/32 =1 -0 ------ I " 2--q J e y ; DTz.ao DT2.a0 3'-0' -B PARON :-BoxSECDON SHEET NO. 6'-4• J'-II 1/8• J'5 I/Y - GARAGE WALLS - I' 2._3, G a-61/4 JA N SOUTH FOOT PRINT ------------------------------------ 2 36'-0 5/8• go PY 44'-0" INDUSTRIES TRUES 11 C. P.O.. 28' 7 3/4" 15'-4 1/4" OXFORD.ME 04270 is Y-4 I3/16'�7'-5 1/16 9'-I 5/8' A•-7 7/6" 8'-0" Y-/1// q 7ErE: (207)3]e-BBB] lid{ 6'YOING SS DOUi FAX: (207)538-444e - PEACNTNEE-'CITADEL' /GROS - (Ro..7raei> 1EMP r-51/2 DWG NO. KIM 2425 2/6 POCKET �6-1N1 - BATH-1 , � _ W.YANIT By a5m-m DUT sm axim COTOam 2SU•BMTL N 276792 sq n _ WALK-IN -� WARDROBE :i' i ; I - BEDROOM-1 i DATE: ; . . {n�}a IA T � I 1 r. ' BT OINERS§ - r I r --- ------ - i' . 24-02 _� � 9 1 } �� f�ABlEllN.lT' A ---. r Y -- TWEPULE MAN IIE PROMDED -----------� •DnuRs r WARDROBE o Y v �� JI BATH-2 e a n 5 r-z s T.P ta.RNOLD&ASSOCLh, m0 1` N P.O.Box 1061 O 2/6-WI RAILINGBEDROOM-2rlwhzsE,IN 46515 I. m 6-Wi Ales 11a115 W IT ti _ . 5 I.G�F7tRY�Fr�hC�J.,h of M355achuselts I' m o i PTO FIRST 0m TO BEDROOM-3 �� AeerE tied [:'aluat'ion and ° z N BATH 3i 111is document is certified as being in conformance SECTION r-e sp• "E-BOX" 1 k CEILING z/6-ar - �. _ S with hlassachusetl5 State FINISH MATERIALS - s o ` r BATH ""` �- Codas end the t� Tonal RESPONSIBILITY O.TI�Q DRAWN BY: 0' kw ISSNsgN u,s / ch'ral e j': SHERRY r-arRQ OLLT rove2/6-D,r C24n c2azg- HECK YAPO d BYtuna sane - -- ROOM NOM M NDDK DateJA; ED B . ---- ii ,PA47NRU TD 8RT UWT!VINT REa - gr ASSTI axCLOSET isi i -12'-O" �I Approval of this document does not authorize or apDrovayt' �nKNEE WALL etE ' - L} isw i o ,15-6 3�8° ,`` any omission or deviation from fhe requiremgnts o1II REVISIONS AISHED ROOF applicable Stafa L.— DD2/6 POCKETITEM WARDROBE -----------------� DATE 11-6-02 PER MEETING W 12-9-02 PER DRAKE F m rZEDSEC'ION + slew 275567 ran 12-24-02 PER DRAKE x x FRAME FOR IUIORE• T o 1-------------- --------------------- 1-22-03 PER.REVIEW o -8 DOOR JB-1 4 - o A^ Q LIVING ROOM 1 / I FOOT PRINT o� REAT oowN _ tN'`iq� 1.5 sq n .IFri i Q I ice. ' v ' 5-B 4e: der .. �4 ' KNEE WALL "G-BOX" ® ¢� `` '' SCALE: BO.„ „� OAN 9IDRDf - - )�� 5/32"=1'-0" w s EL i PANEU7U1 FW1C ® i �.A N 2 8 200 YD�- D72440 �DT2440 DT2440 SHEET NO. I I 4'`i 1/2' r-2 1/2 /'-9 I/f 2'-I' I i 4-5" 6-7" 6'-101 4" I / /\ --- -- ----' L IH\ i3'-1 1 4 `---- --- --- sauw --- 11'-3 5/8" 11-0 / 36'-0 5/8" �i\��U�SI�LnS r 44-0 — INDUSTRIES INC. P.O.BOX 9000 RTE-121 - - - - - - - - - 2-7� O%EORD,ME 04270 23'-5" 18'-0' ) TOF: (207)$39-6883 p ---------T1 f6%: (20])539-4446 17'-10 1/2" A3624/A3624 A3624/A3624 o DWG N0. I )'0"'�1°�"'" 00 KIM 2425 N CD L_^ t 11EHTtN011 G1S. ^ o _ 7.11]/9'IUM UR LAYER: `.--KNEE WALL - - j _ 3RD FLOOR !, ' - ----- P.O.Foy iu31 D r --- - -- ---------------------------------------------- — -------- ATE. InE.p:�ieooil Agency `B'-3'COLLAR TIE HEIGHT ft .Qlkhu'2,IN 46515 9-24-02 I CCJrnr.n vssi:l 11)of Iv1cs$ac'r)U$ett5 r Accr,:4liiecl Ev !u-36.on and 11 ATTIC ONLY Z p� _..� "� F ATTIC AREA=1001.516 sit fl N YhT r ocunlel F is t. rlidied as being in conformance Q ;2 ice] w 2ND FUR AREA=1901.582 sq it wi'h Massachusetts State - J c NOTE: X OF 2ND FUR=526 *nn-�dional2x6 PONY WALL TO'CARRY i 12/12 PITCH ROOF I 0� ApproveCOLLAR 8E HEIGHT_M1119JO-- ------ ------------- - ---------------------------------1Date003 _ � C� - a --- - -- ----------- � ' - Approval of this document does nol authorize or approve --- 2ND FLOOR p ' �— e I any omission or deviation from the requirements of t � O - i , K E WALL 1 . I ROOF PANEL n applicable State Laws. Q Ln 4- #E-2 z -�..-T --li---- ._ _------- N ROOF PANEL -O.. I - #E-1 24' 8" 70E.2�,4/A36N DRAWN BY: I C. 6 ECTION-E I SHERRY I I -• CHECKED BY: uel, mu¢ n NOTE: 12'-7" REVISIONS n I FLOOR HEIGHT CHANGES DATE srnms 2 5�8" K ITEM m I !fir I - SHED ROOF I 11-6-02 PER MEETING BETWEEN ATTIC&)TTIC I o um, STORAGE AREA. _-_-_-J 12-24-02 PER DRAKE P , ------------- ] nnu rn I 4-1 1/2•zl4" I BUMPED Up THROU ATTIC omo FLOOR ABOUT i nnn i I I \ ueu I ; CR ATTIC STOR GE "� S LINE- - - - — t - - — — — 7 NELIZED ROOF DORMER , unn , SCALE: SECTION J qr, s SHEET NO. nnn i i nnn 6'_0:: --� 2 B 6'-5 3/16" 11 „n„ aza24 / , uou i David G. Drake P.O. Box#6 Cotuit,Massachusetts 02635 i U l Ur l ARKS OLE Jack Fitzgerald _ ?��S MAR +8 A� $: 4 4 g Tom Perry Town of Barnstable Regulatory Services Building Division 200 Main Street,Hyannis MA 02601 March 7, 2005 RE: Expiration of Permit#6718-1, 1112 Craigville Beach Road Centerville, MA 02632 Dear Mr. Fitzgerald and Mr. Perry Thank you for you recent inquiry,as to the status of the above referenced project. And thank you for including the State Bldg Code Regs. for my review. ' Section 111.8 references that `...suspension of work due to court order prohibiting such work..." I have been under a"no work" order since August of 2004 at the issuance of the DEP while they rule on the issuance of an extension of my SOC. The DEP had reviewed my project by January 7, 2005 and we have been in negotiation for a resolution to their concerns ever since. I have been working with the DEP very closely and await their preliminary approval of the plan that they requested. I anticipate their granting of a 3 year extension to coordinate with the extension of the Barnstable Conservation Commission's OOC, by some time in the next 90 days at which time I will be able to resume the project. Should you have any further questions, please do not hesitate to contact me directly by my cell phone at (774)238-0691. I thank you for your continued support. merely i vid G. Dra e Cell Phone: (774)238-0691 Email: nsydPcomcast.net David G.Drake P.O. Box#6 Cotuit,Massachusetts 02635 Jack Fitzgerald Tom Perry Town of Barnstable Regulatory Services Building Division 200 Main Street, Hyannis MA 02601 June 29, 2005 RE: Status Update Permit#67181, 1112 Craigville Beach Road Centerville, MA 02632 Dear Mr. Fitzgerald: Thank you for your most recent inquiry as to the status of the above referenced project. I have been under a"no work" order since August of 2004 at the issuance of DEP. The DEP had reviewed my project on January 7, 2005. As of June P 2005, I had signed their proposed resolution and forwarded it to Jim Mahala. I am waiting patiently . for the DEP's release and extension as put forth in the signed agreement. I am also scheduled for appearance before the Conservation Commission on Tuesday Ip July 5u'2005 for extension of their OOC and coordination of their timelines with DEP's required changes and extension. As illustrated in your March 7, 2005 inquiry, 780. CMR Section 111.8 references that"in the opinion of the building commissioner or inspector of buildings, the person so prohibitedby such court,order, adequately defends such action before the court." I anticipate a 3 year extension to coordinate with the extension of the Barnstable Conservation Commission's OOC, by some time in the next 30 days at which time I will be able to resume the project. Should you have any further questions, please do not hesitate to contact me directly by my cell phone at(774)238-0691. 1 thank you for your continued support. Si erely, eJ David G. Drake Cell Phone: (774)238-0691 Email:nsyd@comcast.net Jyr, 06 07 04 08p David U Drake 321 953 9882 p.1 David G. Drake P.O.Box 46 Cotuit,ivtassaclusetts 02 TABLE E635 2G 1:1�i -5 Fri 4: 18 Tom Perry Town of Barnstable U S10 Regulatory Semices Building Division 200 Main Street,Hyannis MA 02601 VIA FAX (508) 790-6230 June 6,2007 RE: Meeting 9 a-m.June 18`h.Permit#67181, 1112 Craigville Beach Road Centerville, MA 02632 Dear Mr.Perry As you may recall, I had been under a "no work"order issued by DEP since August of 2004 while they ruled on and granted the issuance of an extension of my SOC. Settlement of the issues surrounding the no work order required one growing season of observation by DEP. Th.e order was lifted in October 2006.The remainder of permitted approval of the SOC lasts through October 20 2007 if no extension is granted. I am making arrangements to proceed with construction of a single family home,Nkithin the same footprint approved by DEP and Conservation.I would like to meet with you to review design changes which result in a smaller squarefootage and to reinstate my building permit 467181,which you have held in accordance with your March 7.2005 inquiry,sighting 780:CMR Section I11.8. I have contacted your office and scheduled a meeting with you on Monday morning June 18'`2007. Should you have any questions in advance of our meeting or need me to bring any specific documertataon,please do not hesitate to contact me directly at(774)238-0691. Again,I thank you for your contaaued support. Siff erely, David G.Drake e� �P � © ( r Cell Phone: (774),238-0691. mail:nsyd@cf.rr.co-w 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1p b Parcel Application# 1 �alth Division Date Issued. mservation Division Application Fe O a Collector Permit Fee easurer anning Dept. ite Definitive Plan Approved by Planning Board storic-OKH Preservation/Hyannis oject Street Address Z 1.I�Ig 1� Circa 5 V6 t✓�Q �Q2L?��t f°0 Az� Ilage '�.vv�Pt v wilt. P Nner oly d �Q,L Address_ _Po avx 6 CU6v 7+1 �tA- fJZ16) ;lephone `1 ' Zug 00 1 ;rmit Request auare feet:1st floor:existing proposed !S/f 2nd floor:existing proposed 1l*a2 Total new i La ming District EC ,,r Flood Plain Id Groundwater Overlay •oject Valuation q`�3 �S 1 Construction Type_5410& A Size Q.SIg79 Grandfathered: ,k Yes ❑No,If yes,attach supporting documentation. welling Type: Single Family Two Family ❑ Multi-Family(#units) ge of Existing Structure Historic House: ❑Yes ,14 No On Old King's Highway: ❑,Ygs 4 No asement Type: ❑Full O Crawl ❑Walkout AOther ��l -,gr a d" : o wu� asement Finished Area(sq.ft.) N/,¢ Basement Unfinished Area(sq.ft) umber of Baths: Full:existing A)l A- new _ Half:existing 111A ' n_'ew umber of Bedrooms: existing new otal Room Count(not including baths):existing new First Floor Room Count 3 eat Type and Fuel:,kGas ❑Oil ❑Electric ❑Other entral Air: AYes ❑No Fireplaces:Existing New 2— Existing wood/coal stove: ❑Yes No etached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size ttached garage:❑existing &ew size ZZ,t3L Shed:❑existing ❑new size Other: oning Board of Appeals Authorization ❑ Appeal# Recorded❑ �A- ommercial ❑Yes 4No If yes,site plan review# :urrent Use Proposed Use BUILDER INFORMATION lame (d aka Telephone Number 3 3 il —Z39-OW l .ddress 1 Q &X fa License# 03 )11gU Home Improvement Contractor# Worker's Compensation# ,LL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S B�� c,fix KGB ;IGNATIJ E DATE Barnstable Assessing Search Results Page 1 of 2 _ � �+•Per w "«��.'&k tom : De;Jarii 2rliS: .:ssesscrs Division: Property Assessment Searcl Results New Search - �, New Interactive Maps » Owner: 2008 Assessed Values: DRAKE, DAVID G&LLINAS, JACQUELINE B 1112 CRAIGVILLE BEACH ROAD Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $0 $0 206 /136/ Extra Features: $0 $0 Outbuildings: $ 12,500 $ 12,500 Mailing Address Land Value: $307,500 $307,500 DRAKE, DAVID G&LLINAS, JACQUELINE B Totals $320,000 $320,000 995 NORTH HWY Al#401 INDIATLANTIC, FL. 32903 2008 REAL_ ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $63.17 Fire District Rates- Town Barnstable FD-All Classes $2.04 . $6.58 C.O.M.M.-All Classes $1.03 Commei C.O.M.M.FD Tax(Residential) $329.60 Cotuit FD-All Classes $1.03 $5.80 Hyannis-Residential $1.53 Persona Town Tax(Residential) $2,105.60 Hyannis-Commercial $2.35 $5.80 Hyannis-Personal $2.35 Other R, W Barnstable-Residential $1.86 Commur W Barnstable-Commercial $1.86 W Barnstable-Personal $1.86 Total: $2,498.37 Construction Details Property Sketch & ASBUILT Cards Building Property Sketch Legend Construction info N/A A sketch is not available for this parcel. Land http://www.town.bamstable.ma.us/assessing/assess/displayparcel08map.asp?mappar=2061... 1/14/2008 Barnstable Assessing Search Results Page 2 of 2 AsBuilt Card N/A CODE 1060 i � r Lot Size(Acres) 2.6 View Interactive Maps » k' Appraised Value $307,500 r k Assessed Value $307,500 Sales History: Owner: Sale Date Book/Page: Sale Price: L,G. Rot' DRAKE, DAVID G&LLINAS,JACQUELINE B Oct 9 2007 12:OOAM C184300 $ 1 Gaj ' DRAKE, DAVID G May 7 2004 12:OOAM C172937 $0 A DRAKE, DAVID G&CATHERINE G Apr 26 2002 12:OOAM C165007 $89,500 MULRENIN,THERESE M TRS Apr 15 1986 12:OOAM C105884 $ 1 l 2 MULRENIN, GEORGE J C275940 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FND Foundation 1 $ 12,500 $ 12,500 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area (Unfinished) (Finished) FAT Attic Area.(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport 'GRN Greenhouse' UUA Unfrished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) SF$ Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www town.bamstable.ma.us/assessing/assess/displayparcelO8map.asp?mappar=2061... 1/14/2008 DETECTORSSMOKE 14hAB BUILDIN-GDEPT. � 'VA;E! �DEPARTMENT DATE . .. MEN! ■' RJR` e s � ��,�• ��: �rl�� a�a�anmceYxweneu®®n� A9 B.5 8.9 G.5 D.I (E J OF AA B.5 3 9 G`5 e ,vw I "Hill - �^.'11 •.mace f i I� I1. I I��ll� i I:1. *w.......o...... I:I. = _ is ii I it 0 it I ❑ Ip yea 4. I � I I y `'`cYeHnrw.ru 0 I I I , . is I' I �I evr — �4 � --.— : � -- - � —l.2 ... - f .I I- I � �•e+�s _ ._.. .,_... �'f ' x�m aevr •row j GENERAL REQUIREMENTS: I s.v I x..0 emenlow.x ro rwa o•ann Ixl x ulenurm o�xM I. ea' I I - ea+wrowa roleo o>,vla r«u ee erne ww+aal n trn mw�. Ielwi m x><.T..le„aKTxrl I wu.uixlmuow`�iwai:rviaw alwi ee x x a Taera+cnw wuaa n m�iewux Iloem. � � B b b o �e<�ole w"�`Io,YTn''"x,le,wawolceern a,w,e avaoll»noce,ao een � � B.b � a _ wKLY py64Ha eooC Iil lueGP/1JiY oaOaNK[a Nm xiM. �/ EGONO FLOOR PLAN ar+oama wlmuu"n'cra"we nw'e'I`�'�f1eY®'�"n°�""'�rr"• ATTIC / STORAGE / OFFICE PLAN SAle. -I'-O x 9.P.TOTAL fLINNe 9PAGe11 N PMi a•lI1C CET PoR eUlm OeiA6ID f2a1110e911a 9GNr.I/4--1'b- 104V B.P.TOTAL(GaM OP 9eCAnO PLOO/L _ . eTr ar.TOTAL roecKa �"iaouu m'�i�oiw r°PNOb'u,ouu Taemwrlwa iam arwr<nwwl.oesn«cwrvuw - encw,....e THE DRAM RESIDENCE 2 ae a oa 111201MG EBECHRM ._ IeAr oncrwa CV•712v➢IE MASSAQNS07S PERMIT SET 08-20-07 .� ' C MACDOUGALL SURVEYING AND ASSOCIATES P.O Box 2428 Mashpee,, MA 02649 Phone 508-419-1086 Fax 508-419-1087 macdougallsurvey(W-comcast.net March 10, 2008 Barnstable Building Division 200 Main Street Hyannis, Ma. 02601 Re: 1112 Craigville Beach Road Centerville,"Ma. 02632 To whom this may concern: MacDougall Survey was hired to record the "Building Height", or the vertical distance from the ground level to.the plate of the 21/2 story under construction dwelling. To the best of our knowledge, the height measured from the ground to the highest plate was 21.6' which is below the 30' maximum as required in section 240 of the Zoning Regulations for the Town of Barnstable. The V2 story area was measured and calculated to be under the 66% of floor immediately below. Thank You, of�Ss90 EDWARD �GN Edward a. Stone, PLS o A. STONE Cn �o �No. 28 800 0 _..._) S s i0 A LAN "'r CENTER VILLA' (TIDAL) RI VER or W all, ali, \'• � � alb, 1/•�, � . ED E..m...� LOT 48 W I / WETLAND FLAGS A.M. 206/136 BY OTHERS ` UPLAND AREA= 45,720E SF TOTAL AREA= 98,728E S.F. All d, -__--- ot --------- A.M. 206190 ji Try - ------------. - ----______ - N 5, A0 00, -------- ------___----- 6 Q S 1 1g0• � All, � o wo �•33 CRIDH ° N, ° 56 A. ° z I SALT MARSH � M. 206/91 / •N ° a'- CONCRETE PILLAR & WOOD FRAME C� ° A.H. 2061126 s At, I A.M. 2061127 67 162' O a yl"w A.M. 206/128 �: _ A.M. 2061131 ELEVATIONS.' \ TOP OF PILLAR =12.6 TOP OF BEAM =13.4 HICH GROUND(NEXT TO HOUSE) =10.6 LOW GROUND(NEXT TO HOUSE) =10.3 FLOOD ZONE C" FO UNDA MN CERTIFICA TION RES ZONE. "RC" TO WN.'CENTER VILLE SCALE:1"=60' PL.REF.-L. C. 9288T ELEV N/A I CERTIFY THAT THE ABO VE YANKEE' SURVEY CONSULTANTS FOUNDATION IS LOCATED ON ��,�� A1 �' �.�`�� !�of MRs�',,� P. 0. BOX 265 THE GROUND AS SHOWN AND v``;• qc''- o r PAUL A -�r UNIT 1, 4 0B INDUSTRY ROAD ITS POSITIOA _D ------ m= MERmiEw MARSTONS MILLS, MASS. 02648 CONFORM TO THE ZONING LAW _'k SETBACK REQUIREMENTS OF y TEL: 428—0055 ARNSTAB E____ '%,, 1pg ��` FAX 420-5553 �ununn ----- ——— JOB PA UL A. MERITHEW DATE' 6118�03 NUMBER 52250FND Town of Barnstable Building Department - 200 Main Street RARNSTABLE. = Hyannis, MA 02601 9 MASS. $ (508) 16 862-4038 gq. ,� Certificate of Occupancy Application Number: 67181 CO Number: 200801801 Parcel10: 206136 CO Issue Date: 09123108 Location: 1112 CRAIGVILLE BEACH ROAD Zoning Classification: SPLIT ZONING Village: CENTERVILLE Gen Contractor: DRAKE, DAVID Permit.Type: RC00 CERTIFICATE OF OCCUPANCY RES . Comments: gZ3o 9 Bui n e artment Signature Date Signed 9 P E f tIEr . TO BARNSTA ti Bu, i I din Application Ref: 67181 it BARNSTABLE, Issue Date: 08/27/07 ` 9 MASS .. �A 1639. Applicant: rFGy A Permit Number:. B 20.072069 :.. Proposed Use: ACCESSORY LAND W/IMPROVEMNTS Expiration Date: 02/24/08 Location 1112 CRsIGVILLE BEACH ROAIning District SPLTPermit Type: NEW SINGLEFAM:ILY HOME Map Parcel 206136 - Permit Fee$ 25.00 Contractor DRAKE,DAVID. Village CENTERVILLE App Fee$ 1,561.14 License Num Est Construction Cost$ 442,304 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SFH/4BDRM/3BDRM/ATTGAR THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH . Owner on Record: DRAKE, DAVID G BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 6 INSPECTION HAS BEE ADE. COTUIT,MA 02635 Application Entered by: PC Building Permit Issued By: THIS PERMIT CONVEYS NO..RIGHT TO DCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THE_.REOF,EITHER TEMPORARILY PERh1ANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING,CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM`THE DEPARTMENT OF PUBL 11 IC'WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASETHE APPLICANT FROM THE CONDITION.S:OF ANY'APPLICABLE SUBDIVISI01 :RESTIRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. ' 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY-TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). jIg FIRM y- Q .' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 r5TL -N �% r dic Cj 2 ComDNS'rs(iL 2. r / Nor-ro Gi�sr„N ey 3 1 Ifeating InspectionApprovals Engineering Dept ' U Fire Dept 2 B and of H P4 Pitstom' 0&-07-0'? lob Z-17 8 MACDOUGALL SURVEYING AND ASSOCIATES P.O Box 2428 3 Mashpee, MA 02649 Phone 508-419-1086 Fax 508-419-1087 macdouQallsurveyCa-comcast.net 4� August 21, 2008 t-o " ti Thomas Perry, Director Barnstable Building Division o 200 Main Street Hyannis, MA 02601 Re: 1112 Craigville Beach Road Centerville, MA 02632 Mr. Perry, This is the second time our company has been hired to measure and calculate the gross floor area for both the Half-story and the floor immediately below the Half-story. The initial time that this was prepared in March of 2008; the gross floor area of the Half-story was less than sixty-six percent of the gross floor area of the floor below. The measurements at that time were taken to the studs because the house was unfinished at the time. As of August 14, 2008, the measurements were taken to finished walls. The calculated gross floor areas varied slightly however, they reflect the same results. Please find attached (page 2) the floor plan showing the calculated gross floor areas. The sloping roof storage areas depicted in this drawing are not open to habitable space for regular use. Instead, they are sealed off by movable bookshelves and have limited access only. Thank you for any time and attention given to this matter. OF EDVJARD Ed Stone, PLS A „ . < STONE ar� N u. a RAITON SECOND FLOOR GROSS FLOOR AREA = 1577t S.F. SLOPING ROOFLINE STORAGE CHIM UNDER 5' HIGH BATH 1/2 CL BEDROOM BATH CL CL BEDROOM HALL --- HALL r, WASH/UTILITY BATH BEDROOM BATH ' ECL it DECK ABOVE COVERED PORCH I SLOPING ROOFLINE STORAGE I UNDER 5' HIGH HALF STORY I rr -�\-- GROSS� FLOOR AREA = 1029f S.F. �I I I II 65.2% OF THE GROSS FLOOR AREA BELOW I� STORAGE/ I� _ -- rr=J� UTILITY LL_ - �I CHIM SLOPING ��NO II _ ROOFLINE DEHUM. I(ACCESS STORAGE UNDER 5' HIGH LIBRARY BATH LIVINGROOM ri NO ACCESS I L _ _ I I SCALE: 1"=10' SLOPING ROOFLINE STORAGE (UNDER 5.'HIGH) PAGE 2 L SECOND FLOOR GROSS FLOOR AREA = 1577f S.F. SLOPING ROOFLINE STORAGE - CHIM BEDROOM` UNDER 5' HIGH BATH 1/2 CL ± . BATH CLBEDROOM' ' y CL BEDROOM . - HALL. HALL y WASH/UTILITY ` BATH BEDROOM BATH CL . ' . DECK ABOVE COVERED PORCH. SLOPING I ROOFLINE STORAGE 1 UNDER 5 HIGH 'HALF STORY —1 71 GROSS FLPOR AREA, 1029f S.F.' 1i. . 65.2%.0F THE GROSS FLOOR; AREA BELOW JI STORAGE/ I) UTILITY LL -—11 /�= IM — I SLOPING. II �TNo I I ROOFLINE, pCcEss ( �, —'STORAGE UNDER 5' HIGH . LIBRARY LIVINGROOM NO I, ACCESS .A SLOPING-ROOFLINE STORAGE (UNDER. 5'HIGH) a4 9� yrT F,! United Casualty and Surety Insurance Companic z P�8 7 1 8 8 1 5 170 Milk Street f !s 7 9 6 & 05 .321J j.A N! 30 09 Boston,Massachusetts 02109 7004 2890 000� 5358 8245 , 3 4 64 wm E Fw-wsc—N m, D 2 4 09 TOWN OF BARNSTABLE 367 MAIN STREET HYANNIS, MA 02601 °-+— '4.�3 1�J �i ili!fl '311� {t�i!lifl3#ltl�f11F�fil tt7lllF ls7 }1731t2f14t� J i 66 I� Y I _I i XC&S *SURETY BONDS* United Casualty and Surety Insurance Company 170 Milk Street,Boston,Massachusetts 02109 CANCELLATION/NON-RENEWAL NOTICE Date: 1/30/2009 ` Type of Bond: LICENSE&PERMIT-UCSIC BOND Obligee: TOWN OF BARNSTABLE Bond No: 002155RW0808 i 367 MAIN STREET This cancellation refers to all renewals andlor HYANNIS MA 02601 continuation certificates issued on behalf of the original bond no: 002155 Surety ID: UCSIC-United Casualty and Surety Ins. Principal: Agent DAVID DRAKE MYCOCK INSURANCE AGENCY ,• P. O. BOX 6 20 SCHOOL STREET P. O. BOX 437 COTUIT MA 02635 COTUIT MA 02635 YCANCELLATION: nation will take or has taken effect: 9/23/2008 _ 12:01 AM(Standard Time) IMMEDIATELY You are hereby notified in accordance with the terms and conditions of the above mentioned bond that the bond will cease at and from the hour and date shcg above. v ❑NONRENEWAL: REASON: -� m PER AGENT'S REQUEST- PERMIT LOCATION 3 IF APPLICABLE ?Aut eized Representative , 1112 CRAIGVILLE BEACH ROAD CENTERVILLE,MA 02632 - -Attorney-in-fact t Member National Association of Independent Sureties Toll Free 1-800-829-2663 *Internet http://www.massbond.com*Fax 617-542-3545 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��d lU Parcel ? Application# Health Division 1 Date Issued. Conservation Division `� Application r Tax Collector Permit Fee - 7 Treasurer Planning Dept. ` Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address pp - CX-a l S VI,� W-O.(A 10 AJ �ov Village C V v�l�t - Owner hoA`Cd Address eQ �x C09vv`F� 'i'�� 02,1o�J Telephone Permit Request Square feet: 1st floor:existing proposed 65-/9 2nd floor:existing proposed A02- Total new Zoning District e-C - Flood Plain k In Groundwater Overlay Project Valuation 0-3 L1< Construction Type L- Lot Size Q /--- Grandfathered: *Yes ❑No If yes, attach supporting documentation. rD Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) _ cs Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Xjs 4No Basement Type:. ❑Full ❑Crawl ❑Walkout ALOther �t l �isvn�ai�� o5ev Basement Finished Area(sq.ft.) N/A— Basement Unfinished Area(sq.ft) A- Number of Baths: Full:existing w A new Half:existing Nf new 2 Number of Bedrooms: existing new Total Room Count(not including baths):existing new 3' First Floor Room Count 3 Heat Type and Fuel: 4Gas ❑Oil , ❑ Electric ❑Other Central Air: XYes ❑No Fireplaces: Existing New 2— Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ;&new size 22-X3�- Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization L _A_ eal# Recorded_0 A�/ w _ pp -, Commercial ❑Yes 4 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name (d �Qka Telephone Number Z3 -drv`t Address �0 &a x U License# bn Chi M R d �� Home Improvement Contractor# Worker's Compensation#ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1"A S"bf bh4n W SIGNATU E DATE 3 j2_1-4o j- FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ` �hJ��,4-ram INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9�zpo� `Ili9� DATE CLOSED OUT ASSOCIATION PLAN NO. ti ,I� �I�' dd' r S,�Il,� hill. ,�$i FOAM 1 i�Ir;�, .•c,i :I::' :;..,. C 78 Series INSULATION SYSTEM .1;,:ic;1 Ci'n,i`•'i:I,cClla r,:L;�.,yy(I,,�,il::iii:iiEt�E:9..i.::;:. '.11:l,Lil:i:,1:1^il;ll{.1:Iii:�:L'a1.l:l:•..:�,, PRODUCT DESCRIPTION: COMFORT FOAM 17e is a closed-cell polyurethane system utilizing an EPA approved,zero ozone-depleting ;-,I,u{!`,,:,i�r,;:;.::.,:'I'•-;;' �� ,'',;; blowing agent. It is designed for use in commercial and residential construction applications, COMFORT ;11,3, i;'i;;Iis!i!(1`• ±')I !IL i;+ "'''"i•.;!i. FOAM 178 is compatible with most common construction materials. The benefits of COMFORT FOAM 178 Include; _ i•,.�t h it i;jl 1 jj 1 It9s„(twd lsN�l(`;'' i111i • Superior insulation performance • Control moisture infiltration ali • Controls air infiltration • Ease of appllcallon • Non-fibrous iai,.;-:ir.',;i i.'� .:., .:.jot •l::l APPROVALS AND CREDENTIALS: ' :"'+'I".:Ec!ii!iii:!±r!1'i f:i::iti5:!•i.' . ASTM E-e4• Listed at SG8 US Teatinsl Co Inc. NFPA 286 Class 1 8 inch wall •:•:p,p:,:.'•I;!:�;±:::::rust, .I ........::••....I:!� SPF Thickness 4.01nches 12 inch ceiling ':s:!!;�:��:,:�::{!.i';-::..:'-'.:•dl.: .:.•...,..::•;:, ' Flame Spread Index 25 p with 1b min.thermal barrier I •• Smoke Development Index 350 Tested a In :o''t tertek ETL Semko Teat Report Number: 3116019-002c Attic&Growl Space Tested at Intenek ETL Semko II 1P@j lie! l G;ji;tl�i Test Method SwRI 99-02 1°21 Test Report Number:3116311-002c This numerical flame spread rating does not reflect hazards presented by this or any other material under actual fire 111i?I';'I;;�fj;::•'S�'�Py;±;:.' conditions.Polyurethane foam systems should not be left oxposed and must be proteGso by a minlmum 15-minute thermal barrier or other cods-cOMDlient material as allowed by applicable building code(s)and Coos Officials. Building Codes provide guidelines representing minimum requirements. Further Information is available at www.iccsafa.ora. Consult atl Aulharitisa having jurisdiWlon over an area for additional orspecific requirements prior to beginning a project. ,I!I'1+ j';:" O ERTIES"' TYPICAL PRO P rr�; iYiicia PROPERTY a,i .:L�tt.!blii 7:':•.. I,...:;<: .•:, . VALUE TEST METHOD I; i t ' i it Ii dx.. Ii Liquid Resin—As Supplied I lillwlR'k3r SI.1 ,!ilil,,il: Specific Gravity @ 70°F 1-160 ASTM D 1538 j :h i Nis c AA �`•'r r Ic'I�'�'Kill: Viscosity @ 70°F(cps) 440 Brookfield �j 92,9 t ± As Cured Iso:Resin Mix Rauo(vol:vol) 1:1 -, .... ra.tcr;:i:1.1a11.;;.I.'.1:.9: Density,core(pcf®2"II 16�n:n...•{I:9'I" ;d•. n) Nominal 2.0 ASTM D 1622 Compressive Strength(psi) 22 .:. ,d,',.':!;. •:2! :�..i ... ASTM D 1621 ;,;., n�...•:,:t•_.,.;I;, ..I•. Tensile Strength(psi) 28 Type ,'!;;:;twin;�;j';:. is `.;:'.'•:`; ASTM01623T eC ii..., !'•••• ! Closed Call Content(%) >90 ct, ::...... ASTM D 6226 ;;!.;i;l,.�T!1`.:i•;ii,A'i;.:i1:,:,;ii,:•••;:•:;.;;,.:: , Initial k-factor(Stu in/fl'hr°F) 0.165(R=6.1hn)••• ASTM C 518 Perm once arms 2 l�liN`.i,.;ll;!. L .�.1.. r.;..: e (perms) ,'7.5 1,82 ASTM E 86 �llr ...... it:i;:;i,ii Permeabilitys i;;;.:.::'a:'i lr. .•.•. ..LL:.:..:::: (Perm inch) 1.62 1"SPF ,%±i•.. itlj j'�a:` •i....... o' ASTM E 96 ', ru;:::1,i ,,,,....I.1 ...... •:`.••. i }- Ciro G� O.Q1 :;ii:c:i�',, C 1 �3,.SPF h � i I a,l.,a,..i �•iaf o,. I` i''`' 0.46®4"SPF Air Permeance L/s/m3 ji` ( z ®75 Pa) 0.000025 ASTM E 217A-Ol •to ° t� ur(@ 666p! �;'i•ii�:' II Air Leakage(Us/m ®075 pa) 0.000025 ASTM E 263-99 Dimensional Stability /Volume Change) �! il,l k ;, s'ii{jIl ,: Dry Age 28 Days 158°F + + ,:,�, y ( ) 8 10 12% . ASTM 0 2126 :•:y. Freeze Age 1 a u •-...! :.,'.. ::..; -'•These physical prope*values Oro typical for this material as eppGed at ourdevo/opment facility,under controlled conditions. SPF performance and actual physical properties will vary will differences in applr'cadon(i.e.ambient corwilvons, • process equipment end settings,material throughput etc). As a result,these published properb'os should be used as puidesnes solely for the purpose of evaluehon. Physical properly specifications should be delemrined frbm actual production mdtenel. The above data was coliocted from temples prepared using the/ollowhg equipment configuration; w - Gusmei"°H•20135 propoltioner set ai l:1 volume ratio MM 50 B of heated delivery hose • GusmeP'GX-7 spray-gun configured with a*1 mix module and 070 PCD anwor GAP stray-gun configured twin a fill min chamber- - • Process temperature setting$: Isocyanate 130'F,Resin 730°F;Hasa 130'F. - • pressure: i0 pslg minimum while sprayg in � COMFORT Process /M FOAM 178 has shown acceptable on-site performance with temperature settings In Me range of I10°F- 730°F for Isocyanate,Resin and Hose. Every jab site and set of ambleni/substrate conditions are different therefore, one set of process sefa'ggs may hot work for every situation. It 18 the responslbifity of the emdcator to evaluate the on- site conditions end thou determine the WtoPriare SPF reactivity and process settings. '-'The data chart shows me R-value o/this Insulation. 'R"means raslstenco to heat Bow. The hlpher the R-velua,the 9ftleis ;{i°i: J`?;:{;j .;Me Infule6ng power. compare insulation A-values before you buy. There are other lectors to consider, The em0unt of 1 "ii''' I Irrsulab'on Kill depend upon Me climate,the :. if.�1'I ' 1. too much insulatl0n 1f will wet tips an size of your house,aril Me fuel use paftems and hmily she, !I you buy t ;:"':, • '• : ......... .you more than whet u tviJl Sava on fuel. To achieve propor R-values,it/s easentiei that this i1•I, �'. .�'.I inaulation beristaned prp erl - '' !`11c'.:"''>°;:'A :i,iocu:( .;•, ::�,,, .. :�r1^Il:�llb'hIA:.•.i V;;i:i' I I„ , t I . - If:'`.".•i11{9 .�,....1•�..a,fjfc!'•''i.:i,;i�.•. .1•, Z0 39VJ NOI v-1IISNT Aii-ivno 69ZOCLZ80ST 50:90 b00Z/0Z/T0 QUALITY INSULATION f0t'-R:, DIF a�RM,; A%BLE WSW 8 Kendrick Rd Contractor Wareham, RSA 02,511 ��1�� I t �'��' � I � 1 Q Savicres W 508-27,E-0137 F 508-273-0269 ............ ..................._.._.._......._._._........._._..._.._._..........................___..._............. Foundation Waterproofing- Insulation ' Fireplace & Surrounds- Garage Doors - j Seamless Gutters - Closet Shelving i Fax . To: LSD/✓ From: Seth Heany F= 5-Z)g— P8ges:(Including coved �. Phone: 5-09- z �d 53,1 Re: L ❑ Urgent 0 For Review ❑ Please Comment O Please Reply ❑ Please Recycle •Comments: 7-0 Et�� Seth Heany/Cell 608-862-2071 /Fax 508-273-0269 Email: seth..heany0mascoce.corn Sales Representative TO 39tld NOIiv-lnSNT Aii-i no 69ZOCLZ805T 50:80 VOOVOZ/T0 n EL r 18 08 09:44a David G Drake 321 953 9882 p.1 David G.Drake 995 North Highway A lA#401 Indialantic,FL 32903. Cell Phone(774)238-0691 Email:NSYD(a-CFL.RR.COM Fax(508)437-5584 To: Jeff Lauzon From David Drake Fax: 508-790-6230 Pages: 2 Phone: Date: 3/18/2008 Re: 1112 Craigville Beach Road CC: X Urgent X For Review ❑Please Comment ❑Please Reply ❑ Please Recycle Jeff Enclosed please find documents you requested regarding the insulation proposed by Quality Insulation. As for measuring the interior to determine if the half story is less than 66%of the floor directly below it.Feel free to make arrangements to measure at your convenience. I will be on, site from 3 /20 to 3/24.The certified letter from MacDougall Survey which you requested to clarify this point was delivered to you during your lst site visit. Mr_MacDougall has taken the . measurements and if you would prefer, I can have him submit those measurements as well. Please let me know your preference. Can you please call me to let me know that you received this message? Thank you for your help. S rel vid e 774-238-0691 Mar 18 08 09:44a David G Drake 321 953 9882 p.2 . COMFORT FOAM 178 Series - . .. . ... . . .. INSULATION SYSTEM - PRODUCT DESCRIPTION: COMFORT FOAM 176 is a dosed-cell polyurethane system utilizing an EPA approved,zero ozone-depleting. _ blowing agent. It is designed for use in commercial and residential constludion applications. COMFORT S ' FOAM 178 is compatible with most common construction materials. The•benefits of COMFORT FOAM 176 include: - • Superior Insulation performance • Control moisture infiltration • Controls air infiltration • Ease of application • Non-fibrous APPROVALS AND CREDENTIALS: 6A E-841 Listed at SGS US ToWnt r Co Inc. NFPA 286 pass fTA 8 inch wall SPF Thickness 4.0 inches 12 inch ceiling Flame Spread Index 25 with 15 min.thermal barrier = Smoke Development Index 350 Tested at Intertek ETL Semko' - i Test Report Number. 3116019-002c Attic a Crawl Space Tested at Intertek ETL SemkD Test Method SwRI 99-02 Test Report Number:3116311-002c (r a -This numerical tlartre spread rating Goes not rated hazards preseNed by this Chanty olhermaterisl underecural fire conditions.Polyurethane foam systems should not be left er,posed and must be protected by a minimum 15-mnute thermal barrier or other cede-compliant malarial as alloyed by applicable building Cadets)and Code Officials, Building Codes provide guideruias repreaentng it rr requ laments, FuMa Ir*mmbon is avail8W at www.iccsafe.ora. Consult all Aultaritles - having iurisdtcion over an area for additional or specitic regWmments prior to beginning a projea * '. TYPICAL PROPERTIES*": PROPERTY VALUE TEST METHOD Ugnld Resin—As Suppped Specific Gravity @ 7U F 1.180 , ASTM D 1638 Viscosity @ 70-F(cps) 440 Brookfield As Cured i.t Iso:Resin Mac Ratio(vai:uol) Density,core(pcf aQ 2"lift) Nominal 2.0 ASTM D 1622 Compressive Strength(psi) 22 ASTM D 1621 '- Tensile Strength(psi) 28 ASTM D 1623 Type C , Closed Cell Content(%) >90 ASTM D 6226 Initial k-fackw(Btu i W hr°F) 0.165(R=6.1fin)—* ASTM C 518 Pemleance(perms) 1.82 ASTM E 96 `=�• PemteabiHty(perm inch) 1.82 @ 1"SPF ASTM E 96 {== 0.91 SPF g 3"SPF d- Air Permeance(L1sp>1z @ 75 Pa) - 0.000025 ASTM E 2178-01 Air Leakage(i:lsW@ 75 Pa) 0.000025 ASTM E 283-99 Dimensional Stability(%Volume Change) Dry Age 26 Days(158°F) +8 to+12% . ASTM D 2126 Freeze Aoe 14 Dayl f-211'Fl +0 07 to-021% ASTM D 2126 These physicel properly values are typkai Jar lhfs nwi erfaf es eppled at ourdewelopment/achy under controlled wndiimm SPF performence and actuaf physkel poperffes wN very with dilfererces in eppacaeon it.e.ambient cortrsiI Help;nq Make process equipment and sehrrrgs,matelot IbrougbplA e4-As a retisuk these pubished omperlies shoud be used as guddsines sokly lar the purpose ofevahretbtt Physical property spadficabl=s should be detemrned horn ad"O producnbn malarial The above data was eolWfixi llom sartples prepared using the f0WVWn4 e0prnerrl mefrq nffan: • Gus"to H-2W5 proportiorrar$et at 1.1 wpima halo with 50 n of headed deivery hose • Guw*P GX-T spray-gun eon6gurad wlHr a R1 mbr erwdL*and 970 PCO arrdror GAPsprayyun configured wiCr a 01 mar drawher . Process tempxabrre settings:Lwcywafa 130'F,Resin 130'F,-Hose r30-F Process pAmme e: low psigrriramum WIII straying 1 CORAFORT FOAM 1713 has shown acceptable on tits perhrmtance witlr temperefure settings in the range ar 1 fXF- 13&r-for lsocyarmfe,Resin and Hose. Everyiob sfie and set of a mule of Isubsbam cardions are dim ent maraabre, one setofprpcaassettingsrney/otporkfaraverysbraff— Bistheresponslbliyoftheeppicalortoayskrate the orr site mndrtiprs and than deteawne the appropitab SPF mcff iy and prooess zetbirgs II -7he data died shows me R-rake orbws insuladon. "RI misaw resstarroe to heat Ilow. The hig)rer the Rr aNra,the greater Me buLda6ng po wer. Conhoare inswaten R-values before you buy. Tbare are onrerracmrs to oonslder. The arnormf of - insulation rite depend upon dhe�rrrefe Me type and size of your horse,and We fast use patterns and lamiysize. M you buy t00 Mich tnst 0017 it will ddstyou more than whet you wi0 save an it/Bl To achieve proper Rwaluss,if a essental that this irrsrde5on be installed property. Mar 18 08 09:44a David G Drake 321 953 9882 p.3 MACDOUGALL SURVEYING AND ASSOCIATES ' P.0 Box 2428 Mashpee, MA 02649 Phone 508-419-1086 Fax 508 419-1087 macdougallsurvey(a-comcast.net March 10, 2008 Barnstable Building Division 200 Main Street Hyannis, Ma. 02601 Re: 1112 Craigville Beach Road Centerville, Ma. 02632 To whom this may concern: MacDougall Survey was hired to record the""Building Height", or the vertical distance from the ground level to the plate of the 2 I/z story under construction dwelling. To the best of our knowledge, the height measured from the ground to the highest'plate was 21.6' which is below the 30' maximum as required in section 240 of the Zoning Regulations for the Town of Barnstable. The %2 story area was measured and calculated to be under the 66% of floor- immediately below.. Thank You, Arm cy�s Edward a. Stone, PLS ,/�� c� Q - � y D LO P Q E2 OPT nAl E9 CRAIGVILLE AC p C' C g:\zoning\centzone.dgn 03/06/2002 10:35:45 AM I l a a� n �0 F� BEACH �yo C� f� T CRAIGVILLE AC : D D g:\zoning\centzone.dgn 03/06/2002 10:35:45 AM '�ta>•r��}:,f,4;�''" ;�" '!v..,,a:,�j�'"�i'..�q{-��r;'�n.;.r�i ,`Y,�' ��:r';v_:i.'a: v�;+tr�id;.J"RL� r;'��`.`+i-34�"�'i"C''!"�'kkri't'fr'x'Yt''.wtE�'",'•.``>xrt� y„y..S...;.r�Vi+l`fss,p-} .,�-, . `oF.ME.o,�r Town- of Barnstable 9ARNSTABLE. Regulatory Services MASS. 8. Building Division 200 Main Sfreet, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rru nvt Location 111z. Cm' G,;,�'c lea c (i Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: Z uPr T`t) 2,nA k-rtnh Cc r\e*> cL ' !xrt� 5nr Po,xa. t 5'_��,crl!d ey& J i `� Li (3) A V,,Ve ��,. YC ff ��'f PrIA Alta ))FV �rCl 4,-1 ', 3l4 AAr L4 lc f"e1lljg4 1 f{ J A ,J !Cif �1 �4 y1PPCW t"Ir- Vr')^4 __L lAai_ � _ � u�� 0r ri . Li Dlt S ' ? J J J`� L1©1Y Please call: 508-862-40ag for re-inspection. Inspected by Date 13I6C TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map Du Parcel I`3� Permit# (� Health Division (a1ad "7, J U w 17 Y Date Issued 2(� Conservation Division A ov4 s rccprd 31ZVlGj Application Fee j�, �i ss„�� set:' aim k _ I Tax Collector oidtfrmit Fee SEPTIC SYSTEM MUST DE Treasurer dp� 19ISTALLED IN COMPLIANCc Planning Dept. NTH TITLE 5 /� ' Date Definitive Plan pproved by Planning Board _ Al r`�e V�`"�/` ��' TOMfVt�!REGUL EN�I�®m�f��7EfVT�,L C�ZIC-N-3 Historic-OKH Preservation/Hyannis ` 0p De CP/UO/ y Project Street Address &eAc44 eeiqA Village CemI& Owner bw'4 4 '�r- 61 bCdkCAddress &V x 18 6ztvtt i UA— 02,&W Telephone L&R) IRb3 1 S_&(P -:�q-3a/+b6M-9) Permit Request au-Id i" )PA ivl Square feet: 1 st floor: existing proposed _ 2nd floor: existing proposed Total new Zoning District Flood Plain A 10 Groundwater Overlay `ate y1 •Project Valuation Construction Type kPA01 ax Lot Size vt Grandfathered: A Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )9 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes XLNo On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl ❑Walkout gOther pi Li;- A10 '4ASEM.en r Basement Finished Area(sq.ft.) NIA Basement Unfinished Area(sq.ft) tiIA Number of Baths: Full: existing IVI¢} new;l Half:existing MI-A new o Number of Bedrooms: existing N f,A new �1 Total Room Count(not including baths): existing —t new First Floor.Room Count 3 Heat Type and Fuel: AGas ❑Oil ❑Electric ❑Other V"i �,-t(L bo j GrAS Central Air: $Yes ❑No Fireplaces: Existing N A New Z Existing wood/coal stove: ❑Yes W No Detache he:❑existing ❑new size Pool: ❑existing El new size Barn:❑existing ❑new size Attached garage:❑existing 29 new size 2-2-x3& Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ fit,* Commercial ❑Yes No If yes,site plan review# Current Use Proposed Use _ BUILDER INFORMATION Name 1�*iJND � E Telephone Number b11 &b3 61010 Address P=O• PAX (a License# D-- k\1ec �D�1»^tom , Imo} OZIa�S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SvC� LvI.Q SIGNATURE DATE �f Z31aZ f /M103 y FOR OFFICIAL USE ONLY PERMIT NO. - DAT&ISSUED �,~ •. ,.MAP/_PARCEL NO. ADD . ,- Vik-LAGE _ OWNER _ , r . 4 DATE,16PANSPECTION'.4 , ' FOUNDATION -FRAM ._ INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL-' GAS: ROUGH FINAL, FINAL BUILDING DATE CLOSED-OUT ASSOCIATION PLAN NO.- " -fir David G.Drake P.O. Box#6 Cotuit,Massachusetts 02635 M Jack Fitzgerald - Tom Perry Town of Barnstable Regulatory Services Building Division 200 Main Street,Hyannis MA 02601 June 29, 2005 RE: Status Update Permit#67181, 1112 Craigville Beach Road Centerville, MA 02632 Dear Mr. Fitzgerald: Thank you for your most recent inquiryas to the status of the above referenced project. I have been under a"no work"order since August of 2004 at the issuance of DEP. The DEP had reviewed my project on January 7, 2005. As of June 3rd 2005, I had signed their , proposed resolution and forwarded it to Jim Mahala. I am waiting patiently for the DEP's release and extension as put forth in the signed agreement. I am also scheduled for appearance before the Conservation Commission on Tuesday • July 5tb 2005 for extension of their OOC and coordination of their timelines with DEP's, required changes and extension. As illustrated in your March 7,2005 inquiry, 780. CMR Section 111.8 references that"in the opinion of the building commissioner or inspector of buildings, the person so prohibited by such court order, adequately defends such action before the court." I anticipate a 3 year extension to coordinate with the extension of the Barnstable Conservation Commission's OOC, by some time in the next 30 days at which time I will be able to resume the project. Should you have any further questions, please do not hesitate to contact me directly by my cell phone at (774)238-0691. 1 thank you for your continued support. .Si ere �v David G. Drake S w Cell Phone: (774)238-0691 Email:nsydgcomcast.net U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERT�F�CATE OMB No.1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owners Name ` - a Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bld :No.)oar P. .Route and Box No. �1 Company NAIC Number y State " ZIP Code Cit A3. Property Des ption(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) �r�s�ssDr�s A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessary,etc.) 1296)X>91L17-14Z_ A5. Latitude/Longitude:Lat. 4-1 W lR .' Long. 76 3-4 o Horizontal Datum: ❑NAD 1927 ❑NAD 1983 , A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number A8. For a building with a crawl space or endosure(s),provide: A9. For a building with an attached garage,provide: ti - a) Square footage of crawl space orendosure(s) - sq ft. a) Square footage of attached garage sq It b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage:, enclosure(s)walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8;b sq in c) Total net area of flood openings in A9.b sit in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION ' B7 FIP Community Name&Community Number B2.County Name 83.State' B4.Map/Panel Number B5.Suffix . B6.FIRM Index, B7.FIRM Panel. B8.Flood B9.Base Flood Elevation(s)(Zone Dale EffectivelRevi ed Date Zone(s) AO,use base flood depth) 'Dd rZ -7 76 - 6'7 ?, e17_ 4 zbLL 11,v B10. Indicate the source of the Base Flood Ele lion BFE)data or base flood depth entered in Item B9. FIS Profile ®,FIRM Q Community Determined ❑Other(Describe) 4 Bt 1. Indicate elevation datum used for BFE.in Item B9:0 NGVD 1929 ❑NAVD 1988 ❑Other(Describe) 812. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes No Designation Date CBRS ❑OPA H , SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on:, ❑Construction Drawings' ❑Building Under Construction`• Finished Construction' 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH;A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the budding di ram specified in Item AT q,121S.? , ,(°,S Benchmark Utilized I/.s.r=. �> ,-97412- �� „'/ 7J Vertical Datum° Conversion/Comments Check the measurement used.. a) Top of bottom floor(including basement,crawl space,or enclosure floor) .feet ❑meters(Puerto Rico only) b) Top of the next higher floor ®n feet meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) u feet ❑meters-(Puerto Rico only) , d) Attached garage(top of slab), .® feet •❑meters(Puerto Rico only) . e) Lowest elevation`of machinery or equipment servicing the building cal feet El meters(Puerto Rico only) . (Describe type of equipment in Comments)- f) Lowest adjacent(finished)grade)LAG) ,40 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) % ©feet meters(Puerto`Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. ' I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ti Check here if comments are provided on back of fortm. t7�Js4\ j kP"At) A. ,V72)A T> O' 3 ED1 Certrt��eer�s Name / y� License N mber ,fillk� ��lif>=55>tl u�3L yfNr� r Q✓ �/ /r'/AG'�FrU�9lL U/>_yE11>F-6� i�55[5�'. STO lE cn' Titie� �I Co any Name 4 1, No.28980 a Address City 6� State ZIP Code i Sign Date Telephone N L lA _ • j FEMA'Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions. d 4 1 IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including ApL,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number cityState ZIP Code Company NAIC Number F4V/L/,sf - `263 2 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3),building owner. Comments 94/1/A)E2�1 cS Signature Date ❑Check here if attachments SECTION E BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to supports LOMA or LOMR-F request,complete Sections A,B, and C. For Items Et-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters._ E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is _❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is _❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secti¢n_A Items 8 and/or 9(see a e 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is _❑feet LJ meters ❑above or below the HAG. E3. Attached garage(top of slab)is ❑feet❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _❑feet ❑meters ❑above or ❑below the.HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑No ❑Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,8,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address city State ZIP Code A Signature Date Telephone Comments Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or.community-issued BFE or Zone AO. 1 G3. ❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR).. Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments M ❑Check here if attachments FEMA Form 81-31,February 2006 Replaces all previous editions Y Building Photographs See Instructions for item A6. r=or Insurance Company Use: Building Street Address(including Apt.,Unit,Suite.and/or Bldg.No.)or P.O.Route and Box No. Policy Number - - 'State ZIP Code t CompanyNAICNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6 identify all photographs with: date taken: "Front View"and"Rear View'; and, if required "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page. use the Continuation Page, following. FRONT VIEW BACK VIEW i t " _ 1willow _. I i RIGHT SIDE VIEW LEFT SIDE VIEW -*ram i Building Photographs See Instructions for Item A6. For Insurance Company Use Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View"and"Rear View'; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page. use the Continuation Page, following. i FRONT VIEW BACK VIEW an WW- RIGH1 SIDE VIEW LEFT SIDE VIEW AM I K, `• � N +_ 4 The Commonwealth of Massachusetts - Department of Industrial Accidents - - Orrice ol/nrowfat/nas 600 Washington Street Boston,Mass. 02111 �T-5s3 Workers' Com ensation Insurance Affidavit name: 67 FJwo location: Ilk 1 Ci. P(��/V1 tG((Ji�A A phone# I fQ(1) ❑ I am a homeowner performing all work myself. lam a sole nmr and have no one worki>i in callacily %%///%%%///O%%%%%%��%/%%/.%%%/%%%%%%%//G�%%//%%%/�%%%�%%%%////////////// �/%/ r ravidin workers' compensation for my employees working on this job.: :? :?:?: :::::: ::::::::::: I am an e 1 g <.;' :: ::::.::.:<: ......:.::: :...:........:::::::::::::::::::;. xx- .......... .... ..::.. .:.. .............................. com an iname:;. .. __ one,X. t .............. aftsuranee co <: _.... I am a sole proprietor, gen al co ractor,or hot er(e reik-one)and have hired the contractors listed below who have rs' co ensation olices: the followm wor mP.................P...::.::.::::::::::::::::::::<;;.?::::::.:::::::::::<:..:::::::::::::::.:::::.?:.;:.::::::.:.:::.:::::.:::::::::::«.?;:.;:.;::::::::::::.:::g :::::....:,:::::::::.:::.:: :.:: :..::::::.:::::.::::::::::..:..:::.::::.:::::::::::..:..::.:. iunioanvn adt€i<e .......... ..: ................... .:.:.:: :::::::::J}??:i•:•:�i??i::C?i:vi:}?iri?:ivi:•?Y.::.:....:...' .. ....rY.. .. .........:::::::............::::::::.........:..::::::::........ ... .:�r:::.............:..::•::::.................:::::n�.:::n....................::::::::.:v:::.::::•w:n.. ::C•.:........:�.: . .. ...::::.i: An.... �:•. ...:::::�:.{i'�: ....... � 4ii::::iiiii:ii::.v:::::niv.v::•::::::.�::•:.::is?.:::v.y:v:..:. ?. v:....:. ......................................:..: ...�::::::::v::::::::::.•i: ?:4i:::!•iii:?i:9i%iii?:iYb:i::i:•iiii::`vi:S:::y:;:j$t . .....:.:.tier..:.. ,�............:............... .........fr!............. =<€< `> >< < :r:.�.v:::::.:?: ,.. .. -.. .� :: arise. s n :::::.::.:::::. ?.:.:;:iii:::>.>?::.::.?::.:<.::.?;;:.?:.;??:::i<:;?:•;:<.?;:.?:.: �t M. sFmn aiiii�ress, en . .... �::��::.::::::,•?;:::i;:�?::;:::iii:;:;i;�:;:;i:•.r;�::;.;:..:..; `h :. .. >:.:::::::: :::::::;::i•:i:::irii::i:::::::.:s..:: :;;:.: i:::;::%:i::;;::5ri::::: .... ..... .. ..'�`�.•:.?:.?:, : ;:::.:i'; ....:..�:.............:.::::... ....... .. .. .. � ;: . :. . .... .?.. .ao:;•:?::x:t•:•: >:.;:.??> .: 1:{�' ::%:::`;fins:•<:. :... oli # 1 Fafinre to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 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 that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c under the pains and penalties of perjury that the information provided above is trr�and correct Sigziature Date �12�lDv - Print name 1�` Eat° Phone#�f f W official use only do not write in this area to be completed by city or town official permit/license# ❑Building Department - city or town: ❑IAcensing Board ❑checkif immediate response is required ❑Selectrnen'9 Office ❑Health Department contact person: phone#; ❑Other (mud 9/95 PJeU Information and Instructions, Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their "law" employee is defined as every person in the service of another under any contract employees. As quoted from the an emP Y 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 occupant 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,neither the 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. 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 questions 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 Pe i�rnut/licease number which will be used as a reference number. The affidavits may be retinfiR io the Department 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 Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 L BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 071160 Birthdate: 05/01/1961 Expires: 05/01/2003 Tr. no: 104 Restricted: 1 G DAVID G DRAKE PO BOX 6w� COTUIT, MA 02635 Administrator Massachusetts Quitclaim Deed 1, THERESE M. MULRENIN,Trustee of THIRD CAPE REALTY TRUST, u/d/t dated February 28, 1986 being Document No. 390,521, of Osterville, MA IN CONSIDERATION OF EIGHTY NINE THOUSAND FIVE IIUNDRED AND NO/100 ($89,500.00) PAID Grant to DAVID G. DRAKE AND CATHERINE G. DRAKE, Husband and Wife, as Tenants by the Entirety, of P.O. Box 6, Cotuit, MA 02635 With Quitclaim Covenants That certain parcel of land, situated in the Town of Barnstable (Centerville), County of Barnstable and Commonwealth of Massachusetts, being bounded and described as follows: LOT 48 Subdivision Plan 9288-T Subject to restrictions contained in a deed from Irene S. Couch et al to Hiram R. Kelley' dated September 30, 1950 duly recorded in Book 352, Page 549 and also another deed from Emma C. Joslyn ali to Chester Bearse dated December 8, 1909 duly recorded in Book 300, page 7. Subject to reservation to Genieve C. Bearse et ali an easement of way for all purposes for which ways are commonly used in, over and upon a strip of land 30 feet in width as located and shown-on said plan and designated thereon as a "Way, said easement to be appurtenant to land of said Genieve C. Bearse et ali located on the easterly side of the above described land. - Subject to the restrictions as set forth in document No. 390,520. Subject to Order of Conditions -- Massachusetts Wetlands Environmental Protection -- dated June 28, 2000 duly filed with Barnstable County Registry of District of the Land Court as Document No. 804,456; Superseded by Order of Conditions dated April 9, 2001 being duly filed as Document No. 828,923 and Memorandum of Decision dated 11/9/200.1 being duly filed as Document No. 849,813. . For title reference see Certificate of Title No. 105,884. EXECUTED AS A SEALED INSTRUMENT THIS 25T" DAY OF APRI L 2002 THIRD CAPE REALTY TRUST Therese M"MuIrenin, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss Al)ri125, 2002 Then personally appeared the above named Therese M. Mulrenin, Trustee, as aforesaid, and acknowledged the foregoing instrument to be her free act and deed, before me, ' My Commission Expires: Notaryjyublic JOHN CLAM STEPHENSON Notary Public Commonwealth of Massachusetts My Commission Expires November 29,2007 TRUSTEE CERTIFICATE THIRD CAPE REALTY TRUST 1/We,"THERESE M. MULRENIN"Trustee of the THIRD CAPE REALTY TRUST under a Declaration of "trust dated 2-28-86 and recorded with the Barnstable County Registry District of the Land Court as Document NO.390,521, hereby slate that: I. Thc'I'111RD CAPE REACI'Y TRUST is legally in.cxistence and it has not been ailcred, amended or revoked,and; 2. I/We am/arc the sole Trustec(s); 3. I/We have been authorized by the holders of 100%of the beneficial interest of the Trust to execute a Deed in favor of DAVID G. DRAKE AND CA'I'HERINE G. DRAKE for the premises located at: 1112 Craigville Beach Road,Centerville, MA 02632 in consideration of$89,500.00. 4. None of the beneficiaries are minors or incompetent. EXECUTED AS A SEALED INSTRUMENT ThIS 17th DAY OF APRIL,2002 THIRD CAPE REAL'I Y TRUST THERESE M.MULRENIN,Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss April 17,2002 "Then personally appeared the above named THERESE M. MULRENIN,Trustee as aforesaid and acknowledged the foregoing instrument to be his/her/their act and c eed,bef re me, My Commission Expires: Notary 71ca ohn C.Stephenson JOHN CtARK STEPHENSON Notary Public Commonwealth of Massachusetts My Commission Expires November 29,2007 Jun 29 05 01 : 13p David Drake 508 420 8665 p. 1 David Or. Drake P.Q. Box 6 CotuiL Kissachllsals 02635 Cell Ph(mv(1,74)23S-0691 Uivul:NSYl k xonwost.nel F,C4 " ,lb: .lack Fitzgerald Fn)m: David Dr k-c Fax: 508-790-62'0 Pagcs: 2 Phcmc: 508-8624018 Datc: Rixic 29,2005 Kc: Pcrnlit 11 (i7181 CC: 0 urgent X for Revie%v D Pkasc Commcnt: x Pleaw Re)l-y 0 l'1c;aac Rocycic Mr. Fitzgerald, If you need me to supply any other documentation don t hesitate to call nie directly at (774) 238-4691. 1 have mailed a hard copy of this letter to your department. Please add it to my tile. E jo th t D id D Jun 29 05 01 : 13p David Drake 508 420 9665 p. 2 r i Davod G. Drake P.O. N)-, 116 Cotuit, Massachusetts 02635 Jack Fitzgerald Toni ferry Town of Barnstable Kegulatory Services Building Division 200 Main Street, Hyannis MA 02601 June 29, 2005 RF, Status Update Permit 467181, 1112 Craigville Beach Road Centerville, MA 02632 Dear Mr. Fitzgerald: Thank you for your most recent inquiry as to the status of the above referenced project. l have been under a"no work" order since August.of 2004 at the issuance of DER The DC;P had reviewed my project on January 7, 2005, As of June 3`d 2005, 1 had signed their proposed resolution and forwarded it to Jim Mahala, I am waiting patiently for the DEP's release and extension as put forth in the signed agreement. I am also scheduled for appearance before the Conservation Commission on Tuesday July 51h 2005 for extension of their OOC and coordination of their timelines with D EP's required changes and extension. As illustrated in your March 7, 2005 inquiry, 780, CMR Section 111,8 references that "in the opinion of the building commissioner or inspector of buildings, the person so prohibited by such court order, adequately defends such action before the court," I anticipate a 3 year extension to axordinate with the extension of the Barnstable Conservation Commission's OOC:, by some time in the next.30 days at which time 1 will be able to resume the project, Should you have any further questions, please do not hesitate to contact n1e directly by tray cell phone at(774)233-0691. 1 thank you for your continued support. JE ed (i. Drake ' y Cell (774)2384)691 F.nrnrl:n.�br!'u�,cun7crral,r7cd ' Board of Building Regulationg and Standards € Construction Supervisor License License CS 71160 yea i 4% Bi hclate"5/_1/1961 ;�> Explrati n�5li/2009 Tr# 14106 Restnc669, q PG DAVID G DRAKE PO BOX 6 COTUIT,MA 02635 Commissioner i OptHE Toy, Town of Barnstable Regulatory Services �BMiNSTABLE,$ Thomas F. Geiler,Director �AlEDMA�A Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 June 21 2005 Mr. David Drake PO Box 6 Cotuit, MA 02635 Re: Bldg Permit#67181, 1112 Craigville Beach Rd. Dear Mr. Drake: Would you please contact this office ,in person or by mail, by July 8, 2005 concerning the project located at 1112 Craigville Beach Rd . Centerville. The project has been in a dormant state for approximately 18 months. This office Would like to know your intensions regarding the completion ofthis Proj ect. Si ely Ja ral Local Inspector Jun 06 07 04:08p David G Drake 321 953 9882 p.1. David G. ]Drake P.Q.Box 46 1-10W # OF SA:RNS TABLE Cotuit,Massachusetts 02635 200 JUN -6 PM 4: 18 'Porn Perry Town of Barnstable t111S�fJP1 Regulatory Services Building Division 200 Main Street,Ily"s MA 02.601 i VIA FAX (508) 790-6230 June 6, 2067 • F RE: Meeting 9 a.m.June 18Lh.Permit#67181, 1112 Craigville Beach koad Centerville, f MA 02632 Dear Mr. Perry As you may recall, I had been under a "no work" order issued by DEP since August of 2004 while they ruled on and granted the issuance of an extension of any SOC. d / Settlement of the issues surrounding the no work order required one growing season of observation by DER Ilse order was lifted in October 2006. The remainder of permitted approval of the SOC lasts through.October 202007 if no extension is granted. I am making arrangements to proceed with constriction of a single family home, ,Nithin the same footprint approved by DEP and Conservation.I would like to meet with you to review design changes which result in a smaller squarefootage and to reinstate my building permit 46718-1,which you have held in accordance with your March 7, 2005 inquiry,sighting 780. CMR Section l I I.B. I have contacted your office and scheduled a meeting with you on Monday ma.Yning.June. 18'h 2007. Should you have any questions in advance of our meeting or need me to bring any spec'fie documentation,please do not hesitate to contact are directly at(774)238-0691. Again, I thank you for your continued support. since �l, r David G. make r��. Cell Phone:(774)238(i691 f mail-risyii(wcfJ.rr..vw r � t EL. 12 0, YVP OF.OUNDATION i '10 AN. -- CONCRM CO i&RS � 10,a• Ab ^� 4' CAST IRON APE OR Al/AZMV,V tITCX 1 PER f T INVERT FLOA'IdNE O R.—_9.3'___ L 14" BMERT tTo as PLACED OAr.PSM easy) "HAWA4Y COA(PACM OR B OP S7Y,, --I1 KQ--_GALLONS . . SEPTIC TANK (H-10� �X c @,ecQ- RF, R4 RF RF - o w A.Af- ,006189 - _ ` ) r — 1 .0' & TOP. OF Ft�lINlJdTfON� _ CONCRE7V COVERS `10 8 ... -- e MAX 4" CAST IRON PIPE' �l ;(OR EQUAL AaN1�1UX' PI?L^X 1/4 PER F1' i.F 10 LO A'LINE - NVERT zi EL.—_9.2 ces bV aA EL 8. h (IV BE PLACED ON MV LiAS`tE) ideHANJEALLY COJ&ACM OR 6' OF S7t9A'E _1 .--GALLONS ,SEPTIC TANK 4 s^ e% s _ 9. e. 71 _ ��.�:✓(J t �r • _ V vkph - �.: ,'�' �• �RF�i Ilk ;e iV P ,� •� �; a s � .+ � � � - �� VY R++'p;' �, h r _ ! l 3 a t \ se 1 e 1 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ot square feet x$96/sq. foot=gd-60 ( 94, x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) or y square feet x$32/sq. ft.= /5 6$W, ✓x.003l �? ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch I x$30.00= 3d (number) Deck x$30.00= D (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable_.) Permit Fee nroicost RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 ` Alterations/Renovations $25.00 Building Permit Amendment $25.00 FM VALUE WORKSHEET NEW G SPACE ee 3� square feet x$96/sq.foot G 0 x.0031= plus fro below(if applicable) ALTERATIONS/RE OVATIONS OF EXISTING SPACE s I feet x$64/sq.foot= x.0031= plus from below(if licable) ACCESSORY STRUCTURE> 0 sq. >120 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 0.00 >1500 sf-Same as new building penai square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= 3d•DU (number) Deck x$30.00= .DU (number) Fireplace/Chimney x$25.00= '� 5 00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) t 24 Z. �$ Permit Fee I Affidavit of Substantial Financial Interest I, bwA 0 Dvak_R of ��vu�' , �, , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map dlv Parcel . The address of the property is If/z 2. 1 have ' 43V % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which'is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4.4 !It , 1 have had. 4. Within the last twelve months, from today s date, which is. a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: N/A MaplParcel Address 5. Within this calendar year,'I have submitted , building permit applications for property in which I have a 1%° or greater legal or equitable interest. 6.. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 11K building permit applications for property in: which I have a 1% legal-or equitable interest. 8. Within this month, I have received P' building permits-for property in which I have a 1% legal or egditab.le interest. by Signed under the pains and penalties of per'ury, this_,�3 day of —� 200 2001-oo50/affin Q/LOTTERY/AFFIDAVIT -°FIHE'°� -Thee Town of Barnstable NWP BAR ASS. E. MASS. • Department of Health Safety and Environmental Services yn e O t639. �0 prFOMP�p Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: C Map/Parcel: 1134 Project Address: �IaBuiIder: d w' /IVEi'L- �i�GTb-�2 The following items were noted on reviewing: l) LG �r�fi� % 8� �ksP � ,—r /"/LI oa F6�) P vi vs 124 I-r,* Yo x f fl//� 4/v y 102 //Zz 7°-/, &- it o T 2i4rL T & %��G, l-,r S) 4F-4rF 7- 7- r /'e/ --v r �irz ti9 t N Qo v 0 P r 33.5�/ :Z:N 112 #3 ;?>. '�m 'ErLrD �� It>irfti/y d2y or- 2GC f��a Zo Reviewed by: Date: q:building:forms:review The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: IIs') 3 JOB LOCATION: Lk 1 Z e rAAq V NM l&904,6%. number street village "HOMEOWNER!': 'b"J+ Cnr-, t ,.�t t aft&e cog qe--n3S to R U93 1Ob e",Ov name home phone# work phone# CURRENT MAU-ING ADDRESS: 130 PL 4 C D 4 A , MAL 62.035 city/town state zip code The current exemption for homeowners was extended to include owner-occu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more.than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner certifies that he/she understands the Town of Barnstable Building Departnent minims inspection procedures and requirements and that he/she will comply with said proce es and re uire46ts. igna of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.", Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. .TAW 3i2Ih(msstss� . far Qua aad T"'Fams3y 8 > gi Fnsis pY•bcripthm Parka+ . aH ' M'4)CIMUM Flow Bnemmt •Stab cica ? alng . Gll� Rrvslu� Pled CeiliaS . W Ares'(Y.) U-valwc R-valu2 R•valua� R Padcaaa MI to 6500 Hestia;D rse)3asrr� dal 19 10 0.40 3333 6 0.5Z 30 19 19 IO is AFUE R IZ% 19 to • 6 13 Nosaal s 1Z'l. OS0 - 13 23 wA wt T jsy. M36 . 33 • 6 Normal 3i 19. 19 10 !s AF JE v .Isv. 0.46 13 ZS WA WA 0.44 33 19 14 to . 6 0 AFtJE a► 15'l. 041 30 wA Nottaal 3i 13 25 WA Normal , 19 23 ?i/A NIA y 1E'!. ' 0.41 3i. 6 90AFUE 141 33 13 19 10 6 90 AFUE AA IEY, OSO 30 I, ADDRES5 OF PROPERTY: aw .._.-.�• OR WALLS: �✓ ,=J•-- .--"' , 2. SQUARE FOOTAGE OF ALL EXTEM • 3. SQUARE FOOTAGE OF ALL GLA-ZING' U 4, % G GRE LAZIN AA(#3VID DIED BY#Z): - f . . AA-see chart ahov�): S. SELECT PACKAGE(Q-• ' . G ENERGTpEQUIREMENTS NOTE: ,OTHER MORE INVO V` US FO THIS INFOR1ViA IN ARE AVAILABLE. A BUILDING INSPECTOR APPROVAL: YES: NO: 4arr s-f980303a Foetnote's to Table.T5.Z.lb: t Glazing area is,the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights. and basement windows if located In walls that enclose conditioned space, but exeludlr g opaque doors)to the gross Fvall area. expressed as a percentage. Up-to 1% of the total glazing arcs may be excluded.from the U-valueroquirement. For example;3 ft'gf•decorative glass may be excluded from a building design with.300 ft=of glazing = After January 1, 1999, glazing U-values•must be tested and documented by the maaufacairei in accordance with the National Fenestration Rating Council (MC) test procedure, or'taken'from Table 11.5.3a. U4alues 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 fu.11 bstituted for R-38 insulation thickness. over the exterior walls without ccmptzssion; R 30 insulation, may be su insulation and A 7 insulation may be substituted•for R=49 insulation. Ceiling R-vaIues represent the stun of cavity insulation plus insulating sheathing Of.used). For.ventilated t:eilings,hmulating sheathing-must be placed between the roof. the conditioned space and the ventilated portion of t include sheathin if used). Do no 'Wall R-vale resent the sum of the wall cavity.mnsulatlon plus insulating g exterior siding, structural Sheathing, and interior'drywall.For example;an R-19 require rnent could be met EITHER by R-19 cavity insulation.OR R-13'caviry insulation plus R-6 insulating' sheathing, Wail requirements 'apply to wood-frame or mass(concrete,masonry,log)wall ccnstructicn-s.,but do not apply to metal.frz:ne construction. The floor•'rcquirements apply to floors'over unconditioned spaces(such as unconditioned erawlspaces,basements, or garages). Floors over outside air must meet the ceiling requirements. 'Ti a entire opaque portion of any individual basement wall with an,average depth less than 50%below grade must requirement-as above-grade walls. Windows and sliding glass.doors of conditioned tn�_. the same IL-value re q must be included with the other glazing. Basement chars must meet the door U-value requirement b...,ements , d_scribed in Note b. ' The R-value requirements are for unheated slabs,Ada additional R 2 for heated slabs. as add ' If the building utilizes electric resistance heating use compliance approach 3;4, or S. 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 15.2.1a. NOTES: a) Glazing areas and U-values are maximurn acceptable.levels.Insulation R values are minimum icceptable 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 �than 035. Door U-vaIues must be tested-value and documented by the manufacturer in-accordance with the NFRC test procedure or taken from the door U in Table J1.5.3b. 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 0.35). with c) if a ceiling,wall, floor,basement wall,slab-edga,or crawl space wall component includes two or more areas different insulation levels, the,component complies if the area-weighted average R value is greater than.or equal to the ?,-value requirement for that component. Glazing or door components comply if the axes-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).• ' _ 43 CENTER VILLE (TIDAL) RI VEER OF W a N III, rn_ � O all, I/20�o LOT 48 L, N all, WETLAND FLAGS A.M. 2061136 W — BY OTHERS UPLAND AREA= 45,720f S.F. / TOTAL AREA= 98,728f S.F. lf, a s' � AI, all, all, ® — 1 �- ------------ A. _ M 206/90 �.. ------------- o LIl� TT� -------------- ------ W1 ----------- o 3 50 �� (30' -fDE� �. I>S 3 o p0' 00, ------ ------------ 55q 1� 160 � �I, ------------ 33 5� E ° ° o CDt�{�� CB/DH o ° a{I, C) 1' 0 0 0 0 v. — N A. 00 / g SALT MARSH O � M. 206�91 / N N 6 CONCRETE PILLAR 4 o! 2� & WOOD FRAME A.M 2061126 A.M. 2061127 = I 7 �� 1626 ail, A.M. 206/128 �. A.M. 2061131 0 ELEVATIONS. \ TOP OF PILLAR =12 6 TOP OF BEAM HIGH GRO UND(NEXT TO HOUSE) —10.B LOW GROUND(NEXT TO HOUSE) =10.3 FLOOD ZONE C" FO UNDA TION CERTIFICA TION RES ZONE "Rc" TO AN:CENTER VILLE SCALE.•1"=60' PL.REF L. C. 9288T ELEV N/A I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON `` F#4,�`' `..��.. �F.�;4ssq�rro P. 0. BOX 265 THE GROUND AS SHOWN, AND ��:• pAut A 4 e UNIT 1, 40B INDUSTRY ROAD IT'S POSITION �QF�S" __ � MERM4EW m z CONFORM TO THE ZONING LAW = MARSTONS MILLS, MASS. 02648 SETBACK REQUIREMENTS OF %� y TEL. 428-0055 BARNSTAEI,E ��,; ��`` FAX 420-5553 r�rhrs�sHls��M —_ `', ----- -- Boa 52250FND PA UL A. MERITHEW DATE 6ZMZ_03 NUMBER_____ r�� S � IN I Town of Barnstable Regulatory Services * R"MAMW TABLE, • Mass. Thomas F. Geiler,Director 1639. '°rEo.r„ArA Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 29, 2005 David Drake P.O.Box 6 Cotuit,MA 2635 1112 Craieville Bch.Rd. Dear Homeowner/Contractor: A recent review of our records indicates that you either had a new home constructed or were involved in the construction. The files show that this construction has never been finalized and closed out. Please contact this office at 508-862-4038 to make arrangements to finalize this matter. Your anticipated cooperation is greatly appreciated. &Smcerell Thomas Perry Building Commissioner gcomfinalize I °FTME, Town of Barnstable Regulatory Services BAM� `'',,S. ` Thomas F. Geiler, Director 039. p., Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 February 25, 2005 Mr. David Drake PO Box 6 Cotuit, MA 02635 Re: Bldg Permit#67181, 1112 Craigville.Beach Rd. Dear Mr. Drake: According to our records and inspections little or no work has taken place at the above mentioned project. The last inspection was a foundation inspection on 4/25/2003. Would you please contact this office reguarding the status of this project. Attached please find a section from the State Bldg. Code, Sect: 111.8,reguarding Experation of Permit. S cerely , ck Fit gera 2 e-�V Local Inspector { 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 1115 Debris: As a condition of issuing a permit for six months each,may be granted in writing by the the demolition, renovation,rehabilitation or other building commissioner or inspector of buildings. alteration of a building or structure,M.G.L.c.40, Work under such a permit in the opinion of the § 54 requires that the debris resulting therefrom building commissioner or inspector of buildings, shall be disposed of in a properly'licensed solid must proceed in good faith continuously to waste disposal facility as defined by M.G.L.c. 111, completion so far as is reasonably practicable under §150A. Signature of the permit applicant,date and the circumstances. It is the sole responsibility of the number of the building permit to be issued shall be owner to inform, in writing, the building indicated on a form provided by the building commissioner or inspector of buildings of any facts department,and attached to the office copy of the which support an extension of time. The.building building permit retained by the building department. commissioner or inspector of buildings has no If the debris will not be disposed of as indicated,the obligation under 780 CMR 111.7 to seek out holder of the permit shall notify the building official, information which may support an extension of time. in writing,as to the location where the debris will be The owner may not satisfy this requirement by disposed. informing any other municipal and/or state official or department. 111.6 Workers' Compensation: No permit shall For purposes of 780 CMR 11.1.7 any permit issued be issued to construct,reconstruct,alter or demolish shall not be.considered invalid if such abandonment a building or structure until acceptable proof of or suspension of work is due to a court order insurance pursuant to M.G.L.c. 152, §25C(6)has prohibiting such work as authorized by such permit; been provided to the building official. provided,however,in the opinion of the building commissioner or inspector of buildings,the person 111.7 Hazards to air navigation: Application for so prohibited by such court order, adequately building new'structures or adding to existing defends such action before the court. structures within airport approaches'as defined in M.G.L.c.90,§35B and any amendments thereto or 111.9 Previous approvals: 780 CMR shall not language substituted ,therefor, must include a require changes in the construction documents, certification-by the applicant that; construction or designated use group of a building 1. Either a permit from the Massachusetts for which a lawful permit has been heretofore issued Aeronautics Commission is not required because or otherwise lawfully authorized,' and the the structure is,or will be;'a)In an area subject to construction of which has been actively prosecuted airport approach regulations adopted pursuant to within 180 days after the effective date of 780 CMR M.G.L. c. 90, §§40A through 40L or,b)in an and is completed with dispatch. approach to Logan International Airport, or, c) 111.10 Signature to permit:The building official's less than 30 feet above and level,or, �° signature shall be attached to every permit; or the 2. 'A permit from the-Massachusetts Aeronautics building official shall authorize a subordinate to Commission is required pursuant to M.G.L.c.90, affix such signature thereto. §35B and a copy of said permit is enclosed with the application. 111.11-Approved construction documents:'When Applications for permits to build a new structure or the building official has determined that the add to an existing structure requiring the filing of a Proposed construction conforms to the provisions of Notice of Proposed Construction or Alteration(FAA 780 CMR and other applicable laws,by-laws,rules Form 7460-1) with the Federal Aviation and regulations under his/her jurisdiction, the Commission shall mail a copy'of the completed building official shall stamp orendorse in writing the FAA Form 7460-1 to the Massachusetts Aeronautic three sets of construction documents "Approved". Commission within three business days after One set of the approved construction documents submitting said form to the FAA. shall be retained by the building official,-one set by the head of the local fire department and the other set 111.8 Expiration of perniit:_Any permit issued shall be kept at the construction.site, open to shall be deemed abandoned and invalid unless the inspection of the building official or an authorized work authorized by it shall have been commenced representative at all reasonable times. 'within six months after its issuance;however,for cause,and upon written request of the owner,one or 111.12 Revocation of permits:The building official more extensions of time,for periods not exceeding shall revoke a permit or approval issued under the MICHELE C . TUDOR , P. E . Consulting Structural Engineers 123 Cottonwood Lane •-Centerville,Massachusetts 02632-1979 • (508) 771-7601 • Fax(508) 771-7163 mctudor@attbi.com May 2, 2003 Town of Barnstable- Building Department 200 Main St. Hyannis, MA 02601 Attention: Mr. Thomas Perry Building Commissioner RE: Proposed Drake Residence 1 112 Craigville Beach Rd.,Centerville,MA Dear Mr. Perry, Please be advised that the foundation design for the above captioned project, as shown on Drawing S-1 and 2.by this office,-has been inspected during the rebar setting of the-footing and piers before concrete pours. The rebar setting has met or exceeded the design plans, in particular: • The concrete pier cross sectional dimensions have increased from 12" square to 16" square; • Rather than install the Simpson hardware in the top of pier during concrete pour, an expansion anchor will be installed in an epoxy system. FinaNetails will be provided after inspection of the beam to pier installation. , I trust that the above addresses your needs at the present time. Should you have any question on any of the above, please do not hesitate to call. Sincerely, kpJ�NOF MAss9 MICHEC. LE TUDOR `, Michele C. Tudor,P.E. No.34774 STRUCTURAL, /2002-117 9FGIsT��``�� ' cc: D. Drake �,oNAI � > VV�v I David G. Drake P.O. Box#6 Cotuit, Massachusetts 02635 0r BAR STABLE � Jack Fitzgerald Tom —8 AM 8� 44 Tom Perry Town of BarnstablelY:i5i0N Regulatory Services Building Division 200 Main Street,Hyannis MA 02601 March 7, 2005 RE: Expiration of Permit#67181, 1112 Craigville Beach Road Centerville,.MA 02632 Dear Mr. Fitzgerald and Mr. Perry Thank you for you recent inquiry as to the status of the above referenced project. And thank you for including the State Bldg Code Regs. for my review. Section 111.8 references that `...suspension of work due to court order prohibiting such work..." I have been under a"no work" order since August of 2004 at the issuance of the DEP while they rule on the issuance of an extension of my SOC. The DEP had reviewed my project by January 7, 2005 and we have been in negotiation for a resolution to their concerns ever since. I have been working with the DEP very closely and await their preliminary approval of the plan that they requested. I anticipate their granting of a 3 year extension to coordinate with the extension of the Barnstable Conservation Commission's OOC, by some time in the next 90 days at which time I will be able to resume the project. Should you have any further questions, please do not hesitate to contact me directly by my cell phone at (774)238-0691. I thank you for your continued support. nc I rely vid G. Drake Cell Phone: (774)238-0691 Email:nsydAcomcast.net QFFICE U5EON11( PROPERTY ADDRESS: D, a� ZI 3� _ALCULATION FOR PERMIT COST TYPE OF ROOM ETC NO � 3.5 I3r ADDITION 15 S63 ALTERATIONS 3O� BATH 3 i-71 -7 - BED ROOM CERTIFICATE OF OCCUPANCY ao L2 . COMPUTER ROOM DECK OPEN DECK WITH ROOF DEMOLITION DEN �-' DINING ROOM t o 3 q FAMILY ROOM T FIREPLACE i 3, �s x `i`(= FOUNDATION ONLY i x ? v GARAGE NO. OF BAYS9©g` q, sx q = ` 2 GREAT ROOM 03 KITCHEN J LAUNDRY ROOM J / 7/ 7 L LAUNDRY ROOM �°-3 q LIVING ROOM OFFICE PORCH CLOSED PORCH OPEN jFsry H�c,c zu. -- REROOFING SHED STORAGE AREA . �73' SUN ROOM HEATED SUN ROOM UNHEATED SWIMMING POOL ABOVE GROU T SWIMMING POOL ING WINDOW REPLACEMENT I- T ILf-AT l 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ( Parcel t tv D .- Permit# C,�2 C� / ' Health Division y 2 0�� '- 7 b �'. Date Issued Conservation Division Z,� )v L c s�cor :3 Z /G ��. (' y Applicatione S�INr- G;� Tax Collector rmit Fee %S / 1* SEPT'! SYSM M UUST BE Treasurer -Z� .��` R ,�,_ INSTALLED IN COMPLl�,b:'u_; Planning Dept. ir" NTH gTITLE 5 Date Definitive Plan pproved by Planning Board 14f U O/1" TC9wu REGULfi,d�ov.1 Historic-OKH Preservation/Hyannis q g Project Street Address Village 6::"' 'TiTi2i�ti Owner '�� i►� 6 N-t Address -� t • az x to ��J, tl/l,�l- Telephone _L69 i 4 1pe5 .,.I s-&(P 3 Permit Request $u LU 011G 5,VOLCi G a Square feet: 1 st floor: existing proposed Rt 2nd floor: existing proposed Total new. Zoning District m�, Flood Plain A iy Groundwater Overlay. BF& v\ Project Valuation 5sy. Construction Type tkV6" - ' Lot Size 2 Grandfathered: N Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family �9 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: Cl Yes XNo On Old King's Highway: ❑Yes JW No Basement Type: ❑Full ❑Crawl ❑Walkout Other i L E- Gvv ef Aia m — do i?;hst-:�m z�nr Basement Finished Area(sq.ft.) NfA Basement Unfinished Area(sq.ft) 4A Number of Baths: Full: existing /V 1A new 1 Half: existing NIi4 new O Number of Bedrooms: existing /v/A new Total Room Count(not including baths): existing new � First Floor Room Count 3 Heat Type and Fuel: AGas ❑Oil ❑ Electric ❑Other ybi �cifL bit 61*�s Central Air: %Yes ❑ No Fireplaces: Existing N A New Z. Existing wood/coal stove: ❑Yes A No Detache 01ge:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing A new size LZx3i1 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 1t1/ Commercial ❑Yes ,94_No If yes,site plan review# Current Use Proposed Use _ BUILDER INFORMATION ( off Name Telephone Number '?&Ae4&f?j i5 to 0 Address License# O 4 l 0 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T0. SIGNATUREAA DATE Z lCJ L / �0.1 s � r REScheck Software Version 4.1.0 Compliance Certificate Project Title: The Drake Residence Report Date:08/21/07 Data filename:S:\Projects\Drake\House\Energy Calcs\Drake.rck Energy Code: Massachusetts Energy Code Location: _ Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 19% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 1112 Craigville Beach Road David Drake Kevin Dauphinais Centerville,MA 02632 Architectural Designer 0 0 — Maximum UA:655 Your Home UA:596=9.0%Better Than Code ' e e - e s Ceiling 1:Flat Ceiling or Scissor Truss ,1594 30.0 r 0.0 56 Wall 1:Wood Frame, 16"o.c. 1288 19.0 0.0 58 Window 1:Wood Frame:Double Pane with Low-E 198 0.340 67 Door 1:Glass .122 0.330 40 Wall 2:Wood Frame, 16"o.c. 1334 10.0 0.0 62 Window 2:Wood Frame:Double Pane with Low-E 206 0.340 70 Door2:Glass 93 0.330 31 Wall 3:Wood Frame,16"o.c. 1462 19.0 0.0 77 Window 3:Wood Frame:Double Pane with Low-E 172 0.340 58 Floor 1:All-Wood Joist/Truss:Over Outside Air 1172 19.0 0.0 55 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 469 19.0 0.0 22 Furnace 1:Forced Hot Air85 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the;permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code:The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Q / Name-Title Signature Date Project Notes: Calculations do not include the 3-season room(unconditioned space) The Drake Residence Page 1 of 4 REScheck Software Version 4.1.0 Inspection Checklist Date:08/21/07 i Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: 0 Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: J Windows: 0 Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.330 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: - ❑ Furnace 1:Forced Hot Air:85 AFUE or higher Make and Model Number: Air Leakage: The Drake Residence Page 2 of 4 0 Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage int6the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57.lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: Cj Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Cj Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Cl Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts are insulated per Table J4.4.7.1. Duct Construction: All accessible joints,.seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Cl . Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: O Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling.Piping Insulation: 0 HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55'degrees F are insulated to the levels in Table 2. The Drake Residence Page 3 of 4 e Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes NoA-Circulating Runouts Circulating Mains.and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature , 120-200 0.5 1.0 1.0 - 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) The Drake Residence Page 4 of 4 Tamte axZln tecaxmoao psssviptire Packaged for flue cad TwaF=By RaldentW Baildlags Heated witb'F 34'F p' 14TAXfMUM . • MD MUNt Glazing Glazing Ceiling Wall Floor Ba J=cmt • Stab 'HeetiaglCooling e3er F�qulpmenta� A=r('/a) U-value= R-vold ' A valued R-Yaiues R-valuaf�' yR r� � • Page � 5701 to 6500 He$tlag Degrer Days' ° 38 13 19 10 8 Normal , 1Zla 0.40 • 4r 2dorrna! S R 12% M2 30 19 19 10. "13-AFUE g 12% 0.50 38 I3 19 10 ti I3la 036 38 13 25 NIA NIA• Normal T Norsaal tJ 15% 0.46 38 19 19 10 S l5°! 0,44 38 13 23' NIA Isl/�' 83 AFUS v a U AFUE 30 19 19 � 10 Alarusal �g 18% 032 38 !3 23, NIA Id/A ;8°!,. 0A 38 19 25 NIA NIA Nomml Z � 18°la d,4Z 38. 13 1+3 t0 ' d 90 AFUE I8% 0.30 30 19 19 To 9- AFUE 1, ADDKESS OF PROPERTY: Ak 2, SQVARE FOOTAGE OF ALL EXTERIOR WALLS: 1 Q 3, SQUARE FOOTAGE OF ALL GLAZING: 4, %GLAZING AREA 03 DIVIDED BY42): 5, SELECT PACKAGE(Q--AA a see chart above); ; NOTE. OTHER MORE INVOLVED NIETHODS OF DE iE IINlNG ENERGY'REQUIREME3�TTS ARE AVAILABLE. A.US FOR THIS MFORMA710N, BMDINC INSPECTOR APPROVAL! YES:. ATO; q-fours-fl80303a Affidavit of Substantial Financial Interest of CQ Cz4;xt 4- , AA , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map es", Parcel The address of the property is ((Z 6-<-&t, vttU apt vvt A- Cy?_Ce �Z . 2. 1 have 100 -% legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is Xywsfc 2-1-doh-- , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: D`A_ Name Address 4. Within the last twelve months, from today's date, which is 2 24qFhave had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: AIIA 0.-P,� jkatt 5v1b, �—�2 op . Map/Parcel Address I 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. ' 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable int rest. 8. Within this month, 1 have received 4 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisajday of�, 200T 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT ' The Commonwealth ofMassachusetts Department of Industrial Accidents • Office of Invistigations + d 600 Washington Street Boston,MA 02111 www.mass.govldia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant information .Please Print Legibly Name(Business/Organization/individual): Adclress: Vo 6V)(- City/State/Zip: Co4-i 4 `MA-- tJL(p 25 Phone.#: Are you an employer?Check the appropriate box: .Type of project(required):. 1;❑ I am a employer with 4. I am a general contractor and I •employees (full and/ox part-time).* • have hired the sub contractors 6. []New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet 7. emodeling ship and have no employees These sub-contractors have g• 0 Demolition '�vorkin for me in an capacity. employees and have workers' g y t. 9. ❑Building addition [No workers' comp,insurance comp, insurance, required.] 5. [] We ale a corporation and its 10.❑Blectricalrepairs or additions 3.❑ I am a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions ' Myself, [No workers'comp, right 6f exemption per MGL 12.0 Roof repairs insurance,required.]t c. 152, §1(4), and we have no employees. [NQ* workers' 13.7 Other comp,insurance required.] *Any applicant that checks boz ft1 must also fill out the section below showing their workers'compensation policy information. t Homeowoers,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether 6rnottbose entities have employees, If the sub-contractors have employees,they must provide their workers'comp,polity number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and jab site' information. Insurance Company Name: Policy#or Self-ins.Lic•#: Expiration Date: Job Site Address: City/State/Zip• Attach a copy of the yvorkers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of cr=inal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as weL as civil penalties in the form of a STOP 1MRK,ORDER and a one ofup to$250.00 a day against the violator. Be advised that a copy of this statemnitmaybe forwardedto the OfEce of Lvestiaations of the DLh for insurance coverage yeri-fcation• ` Ido hereby cer ' under thepains a dpenalties ofperjury that the inf ormadon provided above is true and correct. Signature: Date: P�ose�• "}�� Z��`®19�I f' zfjZCIQL i;SE Gi11)1. DO not WTLiE in i11iS area, t0 be CGl7ipleted by.ciY GT town GfficiaL, City or Town: ' Perrct/License Issuing A-uthority(circle one): :1.Board.of Health 2.BuildingDepartment 3. City/Town Clerk 4.Electrical Inspector 5.Plt tubing Inspector 6.Other + Contact Person: Phone#: , V l 497 � � p v �� - Massachu.set=ts General Laws chapter 152 requires all employers to provide workers' corrlensation for their employees. P irsuant to+Eis statute, an employee is defined as"...every person in service of another under any contract of bile, 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 forego�mg engaged in a joint enterprise, and including the legal representatives of a-deceased employer, or the receiver or trustee of an individual,paroiership,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 occupant 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, §25C(6) 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 conunonwealth for any applicant who has not producedtacceptable evidence of coanpliance with the insurance coverage required." Additionally,N16L chapter-152, §25C(7)states`Neither the commonwealth nor anyof its political subdivisions shall enter into any contract for.the performance of public-work until acceptable ewden af•comil afice v.th'the instance. requirements of this chapter have been presentedto the contracting authority,." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-conti•actor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit 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 questions regarding the law or if you are required to obtain a workers. compensation policy,please call the Department at the number listed below, Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Towii Officials 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 number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessity)and under"lob Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant.as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please'do not hesitate to give us a call. The Depa;iment's address,telephone-and fax number. Th(a CQMMODWW&of Mas huS8,tts +Dtpartmant of ladastdal A.cddmts Q oe of lavest:ga o-S BostQn MA 021 H . TO.##617-,727-4000 ext 406 or 1-877 MASSAFE Fax#617-727-7749 Revised 11-22.06 ' W .maSS..pv/dia I dw "esle UNITED CASUALTY AND SURETY INSURANCE COMPANY CONTINUATION CERTIFICATE BOND NO: 001724 BOND TYPE:' License and Permit Bond ISSUED ON BEHALF OF: David Drake IN THE AMOUNT OF: $150.00 ISSUED IN FAVOR OF: Town of Barnstable ISSUED ON: March 19,.2001 Continues in force for the(extended)term ending on March 13,2003 subject to all the covenants and conditions of said bond. This continuation is executed upon the express condition that the Company's liability shall not be cumulative and shall be limited at all times by the amount of penalty stated in the bond. N WITNESS WHEREOF, the Company has caused this instrument to be signed by its duly authorized Attorney-in-fact and its Corporate seal to be hereto lth day of February, 2002. Thomas P. Carrigan, Jr. Attorney n-fact Db ref. 001724R W0302 170 Milk Street, Boston, Massachusetts 02109 (617)542-3232 "esle = - No: 179672 UNITED CASUALTY AND SURETY INSURANCE COMPANY_ BOSTON,MASSACHUSETTS - - POWER OF ATTORNEY; -' 'Principal: (Name and Address) KNOW ALL MEN BY THESE PRESENTS: t - That UNITED CASUALTY AND SURETY INSURANCE David Drake - COMPANY,a corporation of the State of Massachusetts,does P.O. Box 6 hereby make,constitute and appoint - Cotuit,MA 02635 Thomas P.Carrigan,Jr.of Quincy,Massachusetts - .............. .. ... its true and lawful Attorney-in-Fact,with full power.and authority, Bond No: 001724 Continuation Certificate for and on behalf of the Company as surety to execute and deliver ; and affix the seal.of the Company thereto,-if a seal is required, 'Effective Date: bonds, undertakings,-recognizances, consents-of surety or other -' Immediately -written obligations in the nature thereof,as follows: - Any and all bonds,undertakings,reeognizanoes,consents of surety or other written..- COntraCt'AIT10Unt: obligations in the nature thereof - NIA and to bind UNITED CASUALTY AND SURETY INSURANCE •COMPANY,thereby,and all•of the acts of said Attomey-in-Fact Bond Amount: pursuant to these presents,'are hereby ratified and confirmed.s $1'50.00 - This power of attorney is signed and sealed by facsimile under and by authority of the following Resolutions adopted by the Board of Directors of UNITED CASUALTY AND SURETY INSURANCE COMPANY at a meeting duly called and held on the 1 st day of July, 1993 which Resolutions are now in full force and effect: Resolved that the President,Treasurer,or Secretary be and they are hereby authorized and empowered to appoint Attomeys-in-Fact of the Company,in its name and as its acts. to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers.of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Officers of the Company in their own proper persons., —.This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of UNITED CASUALTY AND SURETY INSURANCE COMPANY,at'a meeting duly called and held on the 1st day of July, 1993: ' That the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for die execution of any bond,undertaking,recognizance or other written obligation in the nature thereof;such signature and seal,when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force an(t effect as though manually affixed.. _ F IN WITNESS WHEREOF;UNITED CASUALTY AND SURETY INSURANCE COMPANY has caused these presents to be Sig ned-b.v its proper-officer and its corporate seal to be hereunto affixed this 29th day of October 1997. UNITED TY INSURANCE COMPANY Todd S. Carrig ... R .. State of Massachusetts,County of Suffolk ss: :On this 29th day of October in the.year 1997 before ine personally came.Todd S.Carrigan to me known,who,being by me duly'swom,did depose and say:that he resides in the State of Massachusetts;that he is President(Surety)of UNITED CASUALTY AND SURETY INSURANCE COMPANY,the corporation described in and which executed the above instniment;that he signed his name thereto'by the above quoted authorit)-;' that he knT ws the.seal of said corporation;that said seal affixed to said instrument is'such corporate seal,and that it was so affixed by authority of his office under the by-laws of said corpora ' _ _ Notary Ptiblic-Dona J.'Hernbe_rg My commission expire_s:' i/ 7/18/2008 ". I,Todd S.Cairigan,President(Surety)of UNITED CASUALTY AND SURETY INSURANCE COMPANY,certify that the foregoing power of attorney,and the above quoted Resolutions of the Board of Directors of J . . 1, 1993 have not.been abridged or revoked and are now in full force -and effect. Signed and sealed at Boston,Massachusetts,this 11th day of February - 20 ,02 ;. COMMONWEALTH OF MASSACHUSE,TTS Office of Consumer Affairs and Business Regulation DIVISION OF INSURANCE One South Station-Boston,MA 02110-2208 (617)521-7794-FAX(617)521-7771 TTY/TDD(617)521-7490 4ttp:/AwW.st2te.ma.us/doi ARGEO PAUL CELLUCCI JEN DAMS CAREY ' DIRECTTOR.OR.CONSUMER AFFAIRS GOVERNOR AND BUSINESS REGULATION JANE SWIFT LINDA RUTHARDT UEUTENANT GOVERNOR COMMISSIONER OF INSURANCE Serial#: 000109013000 Effective Date: 2/13/2001 NAIC# 36226 Federal ID#: 58-1847495 DOMESTIC COMPANY CERTIFICATE OF COMPLIANCE THIS IS TO CERTIFY THAT United Casualty and Surety Insurance Company is duly organized under the laws of this Commonwealth, and that it is authorized under the Sections of Chapter 175 of the General Laws of Massachusetts and amendments thereto described by the following designations: 4 DESIGNATION CODES. 1 Fire 15, Reinsurance(Reinsurance Companies Only) 2A Ocean&Inland Marine 16A Life-All Kinds 2B Inland Marine Only 16B Group Life Only 4 Fidelity and Surety 16C Variable Annuity Authorization 5A Boiler - 16D Annuities Only 5B Boiler(No Inspector) 16E Variable Life Authorization 6A Accident-All Kinds 17 Repair-Replacement 6B Health-All Kinds 19 Legal Services 6C Group Accident&Health 20 Credit Involuntary Unemployment 60 Non-Can.Acc.&Health 51 Stock Companies >(Extension of coverage 6E Workers'Compensation 54 Mutual Companies >not specified in Section 47) 6F Liability other than Auto 54BX Reinsurance except Life 613 Auto Liability 54BY Nuclear Energy 7 Glass 54BZ Special Hazards 8 _ Water Damage and Sprinkler Leakage 54C Comprehensive M.V.&Aircraft 9 Elevator Property Damage and Collision 54D Personal Property Floater '0 Credit' SE Oweiiings 11 Title 54F Commercial Property 12 Burglary,Robbery,Theft 54G Reinsurance-Life Companies Only 13 Livestock This certificate shall remain in effect for an indefinite term unless said authority is amended or revoked.in accordance with law. t Linda Ruthardt Commissioner of Insurance COMP004-Domestic Company Certificate of Compliance MAR-05-2002 15:57 NY D A OFFICE 212 335 9113 P.01iO3 vuVM 1 T Vr r4r-VV i WM1% ONE HOGAN PLACE New York,N.Y.10013 (212)33S-9000 f ' I I ROBERT M.MORGENTMAU pmTmerarro�e�r . i To: From: Location: Location: f P# Telephone#: i of P .3 . Tefe#: -3 3S- •l, Fax#: Fax#: - 3 35-41 k� CC: Date: 13 Urgent ❑ For Review C1 Please Comment 13 Please Reply C3 Please Recycle �� ,.� MAR-05-2002 15:57 N Y D A OFFICE 212 335 9113 P.02iO3 November 12, 2001 Mr. Peter D1Matte0 Barnstable Building.Commissioner Barnstable Town Hell 367 Main Street Hyannis, Massachusetts-02661 RE: 1112 Craigvllle Beach Road Barnstable Dear Mr. DlMattao: would. like to brie the above-referencA lot to your attention relative to potential noncompllance with local zoning. tin to obtain his , Since January. 2000, Mr. Davidi.°Dri�ke of.;Cotuit, has, been attempting a e and sewage .. environmental permits for construdhg::a,•,single-family ..dwelling, g 9 ar ed that a sand dune did not lot. initialdisposal system on the abov O fi e ta�ta apartment)of En ironmentAl Protection ruled exist on the lot but in Apnl 2 the construction.was being proposed lh (emphasis added) 'a Coastal Dune and Barrier Beach. According to the local zoning.bylaw under section 2-3.7 and,the definitions the following is stated: 2.3 etba s fro etlan reat` Po ds: In addition to the setbacks established hereinafter, th9.following.shall also apply: 1) All construction, with the exception of elevated stairways, decks, driveways, fences and water-dependent structures such as'piers and marina fecilityes, shall be set back a minimum of thirty-five (35) feet frprn wetlands (emphasis added). Wetlands: The land under.the..ocean or under any bay, lake, .pond, river, stream, creek or estuary;: any wet'meadowe, .marshes,:°swamps, bogs, areas where high groundwater; flowing or :standing surface water or ice provide a significant part of the supporting su subject to 'any tbstrata fora plant community for at I;east five (5) months of the year, lowland idal.action or annual storm flooding or.flowage, or any flat, beach, dune(emphasis added) or other shifting sand formation. MAR-05-2002 15:57 N Y D A OFFICE 212 335 9113 P.03iO3 Mr. Peter DiMattec Building Commissioner November 12, 2001 We trust that an application for a variance must be filed with:.ihe Zoning Board of Appeals and that all abutters will be�notifiad,of the hearing. On behalf �eryd to°having aachance Frances Baumgartner of 1096 Craigvllle Beach Road,we,look f to voice our opposition to the proposed construction in wetlands. Very truly yours, Eugene Porcaro cc: Town of Barnstable Zoning_Board of Appeals Rob Gatewood, Barnstable Convemation.Corrimission r i TOTAL P.03 TOTAL P.03 060oa ,-bP, ypgp :s 12 ors^ 10 att 411 a26 Y aioai' N.M' 6047 51100 '� a 22 i a 101 r4 D6P File N,imt, b Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands SE3-3624 Provided by D_= WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 'FTo� �T 4 TOUN OF BARNSTARTY, c ARTTCT.FN7T T A. General Information : t1-17n vm x . Important: °o i634 When filling From: c xaY k out forms on Barnstable the computer, Conservation Commission use only the tab key This issuance if for(check one): move your cursor- do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions. � ,, •r To: Applicant: Property O„,ner (I. different from applicani): David G. Drake Therese M Mulrenin, Trustee Narne NameThird Cape Realty Trust rrr.. PO Box 6 PO Box 696 Mailina Address Mailing Address Cotuit MA 02635 Centerville, MA 02632 City/Town State Zip Code Cityri own State. Zip C— 1. Project Location: 1112 Craigville Beach Road Centerville Street Address Cityr ovm 206 136 Assessors heap/?la:Number Parse!/Lot Number 2. Property recorded at the Registry of Deeds for. Barnstable 8.65 44 County E:ck . Page 105884 Ce;ificate (if registere�land] 3. Dates: January 24, 2000 June 6, 2000 June' 27, 2000 Date Notice of Intent Filed Date Public Nearing Closed Da.e of Issuance 4. Final Approved Plans and Other Documents (abash additional plan references as needed):. Revised Site Plan June 14, 2000 Title Date 5. Final Plans and Documnents Sinned and Stamped by: Ed Pesce, RPE — Narin 6. Total Fee: $250.00 (from Appendix 6:WeJand Fee Transmittal Form) F.Br G2'4G - r DEEP File }-� Massachusetts Department of tnvironmentai Protection Bureau of Resource Protection - Wetlands _ 1 WPA Form 5 — Order of Conditions Pr°vld=�by Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the reviev: of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check 211 that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ❑ Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ❑ Protection of Wildlife Habita! ❑ Groundwater Supply ❑ Storm Damage Prevention ❑ Flood Control Furthermore, this Commission hereby.fnds the project, as proposed, is: (check one of the following boxes) Approved subject to: ❑ the following conditions which are necessary, in accordance with the performance standards set forth in the v,etiands regulations, to protect those interests checked above. This Commission orders that a!! 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, speci ications, or other proposals submit ed wish the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed vrork cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go fort;ard unless and until a ney,- Notice of Intent is submitted which provides measures which are adequate to protect these interests; and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not su`icient to describe the site, the work, or the effect of the work on the interests identi led in the Wetiands Protection Act. Therefore, work on this project may not co forward unless and until a revised Notice of Intent is submitted which provides su`icien' information and includes measures which 2.e adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is a;-tached to this Order as per 310 CMP. 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with 211 related statutes and other regu!a'o-y 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 propeiiy or Invasion of private rights. This Order does not relieve the permit-tee or any other Person of the necessity of complying with aC othe. appllcabl:. federal, sate, or local statutes, ordinances, bylaws, or regulations. %'. Fc-a: a Fa; -cf 7 Aev C2tC DEP File Number. _ Massachusetts Department of Environmental Protection n Bureau of Resource Protection - Wetlands _� ► WPA Form 5 - . Order of Conditions °" edby°�P Massachusetts Wetlands Protection Act M.G1. c. 131, §40 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this,Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or. b. the time for completion has been extended to a specified date more than three years, but Less than five years, from the date of issuance. If this Order is intended to be valid for more than.three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods.of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, _ rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or-parts of any of the foregoing. 7. . This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the 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 ownerof the land upon-which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 8. A lion shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "h^assach.use;ts Department of Environmental Protection" (or, WA DEP"j "File Number SE3-3624 " i0. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Con se.-vatioin.Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition r i2 above shall require the applicant to inquire of the Consenia1ion Commission in writing whether the change is siani icant enough to require the filing of a ne.-, Notice of Intent. 14. .The Aaent or members of the Conservation Commission and the Department of Environmental Protection she!! 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. Y.PA Fvn 5 Fa;e 2 cr 7 Pei CZ.*CG DEP File Number: =;>E Massachusetts Department of Environmental Protection C Bureau of Resource Protection'- Wetlands �,. Provided by D=r WPA dorm 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/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. Special Conditions (use additional paper, if necessary): see attached - Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): v Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: N'unicipal ordinance or Bylaw Narne Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or by!avr, specifically: Article 27 of Town Ordinances Municipal Ordinance cr sylaw Name The Commission orders that all work shall be performed in accordance with the said additional 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 In:en:, the conditions shall control. 'i R=: C2Ci. SE3-3624 Drake Approved Plan= June 14,2000 Revised Site Plan by Ed Pesce,RPE Special Conditions of Approval 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General Condition number 8 (preceding page) shall be complied with. 2. The work limit shown on the approved plan shall be strictly observed. 3. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer prior to the start of work. 4. Prior to the start of work, staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 5. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This restriction shall continue over time. 6. Prior to construction, a sequence of 35 mm color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. At the time of the request for a Certificate of Compliance, another updated sequence shall be submitted. 7. The Conservation Commission shall receive 1 week advance notice of the start of work (our phone number is 508-862-4093) 8. Upon completion of the foundation(s)for the house and garage, the project surveyor or engineer shall provide in writing to the Commission verification of the approved siting of the foundation(s), and of the approved location and condition of the sediment controls (strawbales) deployed at the site. Once the foundation(s) are laid, no further work on the project shall occur until the verification is signed off in writing by the Conservation Commission. 9. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated or unmulched for more than 30 days. 10. All proposed lawn areas shall be underlain with a minimum of 4 inches of organic loam. 11. Drywells or gravelled trenches along the drip lines shall be installed to accommodate roof runoff. 12. The driveway shall be constructed of pervious material. 13. Work limit markers (wood stakes) shall remain until a Certificate of Compliance is issued for this project. 14. At the completion of work, or by the expiration of the present permit, the applicant shall request in writing a Certificate of Compliance for the work herein permitted. 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 person certifying substantial compliance with the plans and setting forth what deviation, if any, exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. Massachusetts Department of Environmental Protection DEP File Number. �- `? Bureau of Resource Protection - Wetlands WPA Form 5 �- Order of Conditions °videdbyDEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: specified as a special condition pursuant to Genera, This Order is valid for three ears unless otherwise s ec p p T p Y Conditions#4, from the date of issuance. Dale This Order must be signed by a majority of the Conservation Commission. 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 (see Appendix A) and the property owner(if different from applicant). Signatures: On Of �'a2 �UU Ci Day Mori,h and Yea: before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed.. Notary Public My Commission Expir This Order is issued to the applicant as follows: by hand delivery on ❑ by certified mail, return receipt requested, on June 2;1 200 :Date Dale -_`d Y,FA Forr.. Pay^° '' Rev G200 ■"J..__ De—Fal"une a DEP File Number: �-AL 11� ;��a��achusetts ��Na� ��Gnt of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Provided by°-=p Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. 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 h he r' •DEP Regional Office to issue a Superseding t eir richt to re request t a ro iat� Order of Conditions. q PP P 9 The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: 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. 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. D. 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 oi/ner 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 Pace 7'of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Corse ya.iori Commission t V.PAFyn F2° _c'7 Re. cz*c- DcP File Num�r: - - Massachusetts Department of Environmental Protection (T Bureau of Resource Protection - Wetlands a Pro„ide by D= WPC► Form 5 -- Order of Conditions ` Massachusetts Wetlands Protection Act M.G:L. c. 131, §40 D. Recording Information (cont.) 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: 1112 Crai will . Beach Road Centerville SE3-3624 Project locati on D=P File Number Has been recorded at the Registry of Deeds of: Barnstable County 600k Page for: Property Ovmer ...of title of the a4i ected property in: and has been noted in the chaff Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Docu-en;Number Sicnature o`Applicaat 9`% Ga;� . V,P:.F:,_c Roe.C2I?: TOWN OF BARNSTABLE CF TM E Taw bap`' c OFFICE OF i 133ABa9TAffis BOARD OF HEALTH mop 16g9 `�m� 367 MAIN STREET MpY HYANNIS,MASS.02601 March 22, 2001` David Drake P. O. Box 6 Cotuit, MA 02635 RE: 1112 Craigville Beach Road, Centerville Dear Mr. Drake: You are granted conditional variances to construct an onsite sewage disposal system at 1112 Craigville Beach Road;Centerville. The variances granted are as follows: • Part Vill, SECTION 2.00:To install an onsite sewage disposal system in an area where there is active shifting of sands or earth. • Part Vill, SECTION 9:00:To construct an onsite sewage disposal system leaching facility in an area where there are not four (4) feet of naturally occurring pervious soils above the maximum adjusted groundwater table. • 310 CMR 15.255 (2) (g): To install a leaching facility only seven (7) feet away from a retaining wall, in lieu of the ten (10) feet setback required. • 310 CMR 15.211: To install a retaining wall seven (7) feet away from the property line in lieu of the ten (10) feet minimum setback required. These variances were granted with the following conditions: (1) The plans shall be revised as required to include two variances needed from local Board of Health Regulations, Part Vill, Sections 2.00 and 10.00. (2) The proposed septic system with an "elgen in-drain" bio-mat leaching facility shall be installed in strict accordance with the submitted plans dated revised March 24, 2001. drake (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the septic system and the °elgen in-drain" bio-mat leaching facility was installed in substantial accordance with the revised plans dated March 2001. (4) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, finished-attics, sleeping lofts, and similar type rooms are considered bedrooms according to MA Department of Environmental Protection. (5) The applicant shall record a properly worded deed restriction document at the Barnstable County Registry of Deeds limiting the number of bedrooms to four (4) at this property. A copy of the recorded deed restriction shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. (6) The dwelling shall be connected to public water supply. (7) This variance expires in one year on March 20, 2002. These variances are granted because the designing engineer was able tore-design the septic system plan to locate the system more than one-hundred.(100) feet away from the extreme high water mark. In addition, the plan incorporates the use of innovative/alternative technology. These revisions to the original plan has improved the effectiveness of the system and has eliminated the need for two previously requested variances in an attempt to provide more protection to the wetlands and groundwater in this area. Sincerely yours, . Susan G. Rase,R.S. Chairperson Board of Health Town of Barnstable SGR/bcs drake d F. x :- id g ..�' 2+ W 8 6 # 11 . 6 Y •�a 'fir"4£, '£ , � � ��_.: �� amr• # 1122 # 1 - laAk Al a 6049 # 1116 1127 # 54 rsaF. .%206 ' # 1125 ;k i-� # 1094 ' - _- }� .6. - GENERAL NOTES AND MATERIAL SPECIFICATIONS - •: 6•-8�g` - 7'-5�' 6'-10': 6'-9g` - 7'-1 0,� 7• '10'-D` DECK _ 1. Strwtwe locgted In n,flood zone,n-10 with bo'se flood _ 10'-0'DECK 1 e -41Ti� ' - _ elev .1 F.E)E.L. 11A •.`' _ 2.All dG+ensloris to be coordinated'with'manufacturer • TO CENTERVILLE RIVER Super-Structure. - ' - _ _ FIAJNDATI WJS. - ® ® ® ® 1"All workmanship to conform.to the requirements OF the. - i•• J L J L J L J L J L Massachusetts State Building Code,totes!edition, 4 ,y- 2.For'site location and grating Information,see"Site Plan,i,., by Pesce Engineering 6 Assoc,lotest'-Issue Y _ y - 3.Soils Assumed riet allowable sail bearing capacity,q I' ' r 9 B.5 B:9 GS D.1 E F W 30DO psi.For n'sand/gravel compostlon. Other soils ' l— o encountered,contact the Engineer of.Recortl Compact i • ® - o ® , backfOl sorts around perimeter with o portable vibratory J '(t a J conpactor. Add sand/gravel'mlx'sod, as required durii - - c compaction to provlde final gradIn CONTINUOUS 1 4.Concrete. MOn1m 4 28 day strength, f'c 3000.psi 3/4 - ' I 1 I P.T. 2 X 10 I EXTERIOR _ t - aggregate, designed per American Concrete Institute Code Issue,max. ——— }d m — — — —- LEDGER - FOOTING —� latest at)5 Steel relnForcingpbors .Mew billet steel, ASTH A-615, ` Grade 60. bJ Anchor bolts ASTH A307-gal-vanlzed,1/2' diameter x ..�: - •i I .L m la, long w/2' hook,spaced at 4'-0' o.c.max., max 1 0 -- J I _—_ —— _—— —_(2) 1.75�XT9.25 L.V_L.—,—_— _J„ From Jogs unless otherwise noted y_ r - - MASONRY,-(optiond) - o 1.Minimum compressive and prism strength='I500 p=L. Reinforcement, Unless otherwise shown,vertical w n relnforcement shalt be 4 O5, and horizontalrelnForcenerit u z� 1 ( SIMPSON HDS .y - o Z•' D. I ..I I I" shall be 'Duroaall' wlre truss type reinforcement 8.8'o/c.. -- CTYPJ � m 1. �> r—� r � I I FRAMING, • /^' � � w' 1.All workmanship to conform'to the r'e virements of the '• ° U - �- w N—-—- - _ - -tj _—- - - 1 Massachusetts state Bulldin Code,latest edition. All nolling' - I h. I - I. J �-.1 L - I I spelclfically.occord¢ace with Appendix C. unless noted hereiry'.; a I I - Q- I 2. Timber Framing - - • , _ SOJQQ�a I , OQ?b I I I -w a.All new timber Framing Spruce-Pine-fir No. 2 wlth�Fb=1000 P.T.2 X 10 l_ o psi, E=I,300,000 psi, or better.1 .� q- ( - - b.Pressure treated timber (P.TJ. Southern Pine-with @ 16' O.C. I O SIMPSON TOP O,� I 5 Fb=1300 psi E=1,600,000 psi,or better. Deck nahing'shall" FLANGE HANGERI - ^i CTYP.) }�'� I I be stainless steel, and may use screws to attach tlecking._ -DECK I �?'�_ r f ,)�J I c.Laminated Veneer Lumber, All L.V.L..shall be 1.9 E,S.P. ®� - I _ T 6 r 1 - r 1 I I - �® MICRO=LAH LVL (KL) with Fb=2925 psi,Parallo. PSL may be used Interchangeably. — _ —I— I ( � 92 .V1 E=2,000 ksl, Fv=285 psi,Fc-per =750 psi,Fc-par=3035 psl. - L J L -� ,Op L --I - _ a � 3As emonufoc manufactured by Simpson Strong Tle Co. shalt•be handled I I <2) 1.7s x T 1 L-— J � I- I[Pp�y1 � and Installed per manufoctwer requlremenis, with all Hall ' ,`��,��0�.- F' I p�' }9Q - I-1 - _ •'� holes Fitted,with the size mall ¢s sp-IFled herein. ' 4�Q1J?9PQ�y I n� ',L•t�p�� (. ' - I ' _I - '! 4Botts in(AS woodE Framing.shalt-be standard nachlre bolts - �40 I IS��,�1Q-per r }�OQ��OV t - I I unless noted otherwise. Bolt holes in wood shall be 1/32' - {S9- I E�-t.,` `� , larger than bolt diameter..Bolt heads and nuts shall bear .,2Op F_ _1 I r on stondard malleable Iron washers, or square plate :♦iD washers. All nuts shall be retightened at completion of Job. -1 _�11 t Minlmum of 2' hood edge distance Is required all ¢round - z bolts. wj - , L J I L J l I I-.. 5. Structural Design Loads, Oi Dead Loads' Weight of DuRding Components Live Loads Snow Load = 25 psf plus drift Wind Load - 21 psF 7--g. ..L n '^ .. First Flotoor - 30 psF �II -- ! — ,' I - Decks = 60 psF 5 _ ® — �J 1 (63 1 75 X 9.25-L':V:L7 - . — J I _ i ,tea I AG RRFLE, - � CRUSHED STONI,: y I I t iwa rv -- --{— - - I-- --1--1 ---� I r _ rOF Nqg� . 8 - -- - � DOB S11 00 .12120102 DATE D TITLE' PROPOSED FLOOD FOUNDATION' PLAN;SPECIFICATIONS TO RAI VI BEACH PROJECTS 'PrODOSed Drake:Residence 6" 0•-1` /2'-78 •12'-3H` 6 7'-Iv{6� 7•-`IS - 1112 CREIGVIL1E.BEACH ROAD 1 6" C N7ERV LLE,;MA' FOR, David..Drake P.6 H0X 6 COTUIT,.MA'026`35 ;I FOUNDATION . PLAN- MICHELE. , C. TUDOR; P:E _ Consulting Structural Engineers SCALE: �• p-p• _ _ -- - 123 COTTONYJOOD LANE,CENTERVILLE;GLLSSACHIISEITS;D2632(509)77.1-7601-`' Er ENSICINS AND LIV - - ;•-"--+� _ - _ - - RAWN•BY MCTZBCW/SJZ ➢RA4/ING IJUMilER NOT DIM -' '- E-'LOADS BYKEFSER INDUSTRIES INC II/04II /0 r"'-�"7" "'� �+..—.5 -• q SCALE H/4• 20020/17 DATED DEG. 20,2002. 5,— 1. "•�` ( , — e EXTERIOR SHEATHING FASTEN.TO ALL FRAMING COMPONENTS 4.FLOORBEAM �{FLOORBEAM SEE MFGR.DWG.FOR POSITION OF(4) 1.75"X 11.875"L'V•L,C8'-1 1/2"MAY,) + PER PLAN ,, -PER PLAN. - y 6 ,• fIRST f100R EL. I 4 2 R 1BY MFf�R, - �_ . .. A 'RAIL 2x12 JOISTS W/SIMPSON Ha if ASCOR NJIO+� ' C3) 1,75' x IG' L.V.L. — DIN 6 X 4 POST , W/Bd,NAILS AT.EACH JOIST_ NASCOR NJIO ➢N,(TYP. 9) AS 9 3/4"OP.J •-'� RFO'D TO BEAR. YDOUBLE RIM JOIST 0 CABLE END (1N INT. WALL 1 1SIMPSON HOSA W/(2) `s0,1PSON HDSA W/(2) ��+,L /2" DIAN.THRU-BOLTS� Y"STEEL` `1/2"DIAM.THRU-BOLTS Sr EL ' T.D.PIER'-EL:12.55- PLATE LATE �O16'SIMPSON H2.5 0 ALL _ - JO15T TO BEAM (1)3/4"DIAM.A325 N I CONNECTIONS(TYP.) .(1)3/4" DIAM. A325 N I - ✓I - • - - AANNCHOR BOLTS ANCHOR BOLTS i m a I E4=07-VERT-,= - - RAIL " .. I I ' FIN. GRADE VARIES+— I rEEL 10.8i t,MAX. EL 10.8 • WIDOWS WALK FRAMING PLAN _ • I I SCALE: �' 1'-0' i i I -1/2"CLEAR i t I 1/2" CLEAR --�3-.TIES 012L 0.C.�r , I --¢3 TIES 012" O.C. _ • rI2"'SOUARE j. MEH6Kh1E ROOF ,.. -- - _ I CONCRETE PIER ' �I2"'-SQUARE CONCRETE:PIER t I � --.�- - ePDH OF4�/4 FLY.' l� .1o12T N SPA G-R.S x33- FOOTING SL,oP6 -To DP.Aiµ / - � • - �/3-G4. E.W..BOTT.� .. ,i. •- J — L=�- —r2'=6'X 1'-0" FOOTINGJ —� — L - RAIL BY OTHERS 4 ' 3-05.LC (b,BOTT.J _ " - 3"CLEAR J�5@. °�/ 1, 3"CLEAR _ ' P.T. 2 X 10 @ 16' O.C. (3> 1.75' X 16' LVL 2._6. 3'-0"(TYP.) KEISER • _- --- 2x6x12'02 SPF COLLAR TIE CONTINUOUS FOOTINGS TO BE f Z U.D.N. PER PLAN @ 16,OL(IN 12112 SECIIOW ' • ' ROOF---MEMBRANE,EPDM.DN.3/4'€€ M1 .,PLACED ON UNDISTURBED SOILS. u c c .. _ PLYWOOD,ATTACHED TD JOISTi 6 X 4 POST DN WITH SPACERS, SLOPE TO ((( 12"CONC. [ \\\DRAIN.`--'"— PIER 17 0 0 ,L ATTIC y Pal; TYPICAL INTERIOR FOOTING DETAIL times TYPICAL EXTERIOR FOOTING DETAIL NOT TO SCALE ,3•-,^ (,/-) NOT TO SCALE , FO `1L 11.875t. ' L.V.L IN SECOND FLOOR TO SECOND FLOOR DECK - FRAMING. 2 X 8 0 16"O.C. - : ' .. _ - W/MEMBRANE ROOF. - . t ` WIDOWS -WAL•K'FRAMING"SECTION, t -. . .. - SCALE j 1 0 (2)2x10 BELOW • ". , - - ; .. PT 6XG POST '. - i MINIMUM OF 2 1/2' OF. ` - TOP FLANGE MATERIAL FO PROVIDE 5 VII E RAIL MIN. NAILING CONFIGURATION ED DESIGN BY OTHERS - y}-- TUODR - SIgLOMURAL 2"MIN. R X 10 0 16" d (Sh IMGI Q' 2 i 2"d THRU-BOLT ® (Z)1•�sX '�5" W3 WASHERS AT ALL - MIC.KOLM•1 Z,U.L, W000 CONTACTS 2"MIN. 0 SIMPSON POS66 W/ 16d - _ FINISH GRADE. - O ~ 00 - 12/20/02 —_: 0` NO. DATE TLTLE, PROPOSED FLOOD FOUNDATION DETAILS, ' i - WIDOWS WALK FRAMING DETAILS I � t Residence ONOTUBE-20^� q .`-,�, Simpson Strong—Tie PROJECT, Prov ed DraE BEA D T a - _ �`•. Y Simpson Strong-Tle H2.5 CENTERVILLE,MA CH THAI FOR, David Drake P.[L BOX 6 COTUIT,MA 02635' £ Hen SIMPSON.STRONG-TIE SIMPSON STRONG—TIE SIMPSON STRONG—TIE M t C H E LE C. , T U D O f� P.E.7 NOT TO SCALE - TLNI NOT 70 SCALE H25 NOT TO SCALE 2 �,— "t Consulting Structural Engineers 1 I - 123 COTTONWOOD LANE,CENTERVILLE•MASSACHUSETTS 02632(508)771-7601. TYPICAL' DECK FOUNDATION t - NOT TO SCALE' ,. � JOB NUMBER, 2002-117 ORAWN BY,MCT/BCW/SJZ DRAWING NUMBER, ' ' - - SCALE, AS NOTED DATE, DEC. 20,2002 S—2 W#3 µ CENTER VILLE PROPOSED GEO TEXTILE �,I�' NOTE ALL EXISTING S719NES 70 BE REMOVED FOR STABILIZATION WF CONTRAC7I9R 7b RES717RE 15' TEMPE S AREA n 8 WITH INDIGENOUS PLANTINGS. � AS NEEDED (SEE PC. 2) fyE7. OF WF FLACGE� �_ RIVER #8A ♦ WF 11/16BY�EC. �1I1, g�� EDWARDL.rF �. �^ PESCP- #2A �o�� x EXIST. L� CIVIL P SILT FENCE i �`C1 -`'__Wl_. .32001 �� 9 ROAD _ — g o WF #1 - 13 - -- --_ _ - _ ��`�� '� A� BEA WF CH Qp��' a`n #8B �-W % WF - G 0 �E pg�� d o -___ - 14 IVA _ A� VIx MTV ---_-- �� WF E A1G __ �G� Y R LOCUS PROP. RELOCA TION W fi` 1 ' ____--_-__� , 15 '�. OF WORK LIMIT ��,� 31 � MW, 1 �� • _ WF � ---_____- ® TEMPORARY fp �♦ R LOCUS MAP yl1�E CONSTRUCTION ACCESS ` '�, 6',� '•w.. � y �� WF �T (TO BE RES7I9RED) \d��,a ` _ — _ c'x.b y PER CONCOM MEETING \ �. __ �.6 �`` M v% ft-4 I7 1107103 z C? ASSESSORS MAP 206 136 \ ALL S727NAS ��> WF 1 \ BE REMOVED \ • • � � 7 WE PLAN REF L.C. 9288T A.M. R06/91 #1 19� � *'RC' ``I t, CTF# 105884 CB/DH 0 • ` you' „ B UlY ZONING. 1% 1 • ' FJ OVERLAY DISTRICT "AP" \ \\ " � r'� FLOOD ZONE: "A-10" BFE = 11.0' a� DE \\\\\\\\\\\\\\\\\ \\\.\\\\\. \ �0 \.\\\\\\\\\\\\\\. \\\\\\\\. \ \\ \\\ \ \\\\\;;:HOUSE:: ::, �� ELEVATIONS �� MARSH ;\\ LT 20' 20 MP OF COLUMN =12.8 , PROPOSED EARTHWORK \\\\\\\\\\\\\\\\\\ HIGfI �7t7P OF WOOD BEAM =134 . �M p AND STONE REMOVAL CEDAR PLAN \\\ \ O�Ot�I �° / - LOCATED AT. 1112 CRAIG VILLE BEACH ROAD \\\\\\\\\\HOUSE::::::;::: """ o \ 10 WF CENTER VILLE, MA. \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ J \\\\\\\ SE`D \� �o ` x OmW#4 '21 PREPARED FOR. , a �y DA VID DRAKE ' ALL SYUNES c� t \\\„\ \\\„\\\\ \\\\\\\ _ FEBRUARY 20, 2005 \\\•\ \••\•\\\ A. 20s/12s \ �7t7 BE REMOVED \\\\\\\\\.\\\ \\\\\\\ � Z � ♦ ,III, \HousE\\ \\\\\\\\\\ LOT 48 SCALE. 1"=30' \\ A.M. 2061136 WF \\HOUSE:: B UPLAND AREA= 45,720f SF ,2,2 REV \" TOTAL AREA= 98,728.t S.F. REV \\ 6,,V ` A.M 206/92 REV- A.M. 206/127 ® WF a Wcyo SHEDD MW#3 �a�o #23 YANKEE SURVEY CONSULTANTS- UNIT 1, 40B INDUSTRY ROAD Ilk A.M. UPOLE j T LINE P. O. BOX 265 r 2os/12e , LO ♦ MARSTONS MILLS, MASS 026481 TEL.- 428-0055 FAX 420-5553 �I A.M. 2061131 WF� �d CB/DH #'24 SHEET 1 OF 2 JOB o,• 52250 U GM INDUSTRIES INC. 44'-D" '- - .. _ - P.O. Box 9000 RTE. 121IEEE ... . /5 8" oxFORD, ME 04270 14'-7 5/8" 13'-7 1/4" 15-7 TELE: (207) 539-9883 7'-4 13/16" 7'-2 13/16" 6'-10 7/8' 6'-8 3/8'— 8'-7 7'-0 5/8° fax: (207)539-4446 9'SUDING SS DOOR 1e DT6D36 DT 054 ,.��.PEACHTRE-'CITADEL' r3611 VIM xens DWG..,NO . 2'-11 1 2 e I 0 STRUCTURAL HEADER O aaw Fd KE WIT roCf 816 Al lti K I M 2425 / rs ; - i O w 77 - Bar 18-2 Y36 BDSI � I a D.R� - - -- GOTO VIEW: i-GI EAT ROOMS ' NTSIX YOTE1S KITCHEN J 1SUBMTL- r -- --- FIREPLACE&CHI I I ON p>E e1 o1NErs Arsq ft x I area=413.281 sq It i I I I INSTALLED' ON SITE" ewc le ems G n R- - ! '�, 1 - DATE: ' 001-= ; _ "` I R` i IRL Ls - I aN 9-23-02- -' --- 'F 9' _BX____ ILI nnG- OXn `f Y Y RL lr w I B1=BOX LBrlM 141 FQ o ,r WALL Imo-fi'-10 5/8- 1/2 —�I O 2x6 STUD WALL 012"o.c.N oM CASED OPENING Areo='151.645'sq ft I g d a o STRUCTURAL COLUMN rbLULa EwsFl NO FLOOR FRAMING p �a T. ARNOLD ASSOCIATES, INC. ¢ Cr BY KEISER BY a+AKf UNDER THIS WALL o N O I - RL RL RL ' .r I P. ®. Box 1081 > L SD LEAVE sHEETRocK I M Elkhart, IN 46515 {� -FOYER OFF THIS WALL 024 ® of a M Area=-92.211 sq ft -- - W2 ® t r------- /6-1N; � J I LL vc : ZrS-4I/i6 RANI rxiwL - urly �RLr 11 n: Accredited E I a ae�6:1 monwealth of Massachusetts 1 -Commonwealth I VSDL6- T W 4 ----- ➢LESHONER Qiier 4 s� Evaluation an m �' i 'C20 rui rxzae rxiae -. � O� I LL fTX118 Q119 Fri � D �RL 61a _ Inspection Agency BY OTHERS M I -- -- - � � DBL 3/0 POCKET DOOR I m o , Y RL z'-o n/t6 This document is certified as beingin conformance - . o FULL RA0.1NG _ ---- '-'- c.� .n In BATH 4 0 with Massachusetts State •'I''1 - ----------- reu ua11 \ p o i N�EWEELL I I ! ---4s Ell1A`"L D DArea=186.067 sgOt�A_ - , o \ - _ Codes and the National - - o r< < I D�" 1uR --Y ---- WING ROOM' j E riok val C DRAWN BY: RL :O I �� a % OD O U Approved By a ?�i�a i r:.-1 a o I 2'- 1/2- AN o 2/6-INT BAN s CHECKED BY �r------r; m ®ate CH CK _______ _ FIRE WALL PROTECTION i4 �` f EN TRY NOTE: i i i g \ RL 2/6-INT Approval of this document does not authorize or approve e ALL 5/8"FIRE ROCK any omission or deviation from the requirements of REVISIONS SEPERATION BETWEEN i i i *-- ' r' GARAGE&LIVING UNIT! UTILITI ® ® o applicable State Laws. o ON-SITE BY BUILDER. I 1 1 0 `FlREBRAIED ��' 2'-3 5/16' DATE ITEM x - SPLIT JAMB FIRE DOORS FIRE WALL PROTECTION ; - POWER PAN A3624 24 A3624 A3624 _ 11-6-02 PER MEETING ALLOW FOR.1/2"OSB& RL snm BAY T-5 t/2" a'-1" ttl s/B°cm®GARAGE. 11-22-02 MODULE LABELS I ' S (SECTION WIDTH GARAGE END "ONLY") 4'-1 1/8` 15'-7 5�8" 12-9-02 PER DRAKE _ -------------------------------'----- 12-24-02 PER DRAKE Y O T - I , . _--------'--_. _ - - GARAGE m r � -' n n NORM I ` o �� B2=BOX - I - ------------1 I 1 �� m 1- 22. 03 PER REVIEW 1 1 1 OFFICE CID x 1 1 1 N 13'-91/4" OPEN UNDER i 1 / 5 �.ryM1 CD 3_6• o i I�j j j�/� i Y9iPFr�� • ��i r+=i I I *5/8 GYP IN GARAGE BI-BOX' C-BOX' ' ON-SITE BY DRAKE ,r 0 1 I 1 m SA GLAZING RED. ; ;/ ' i%; ,� . SCALE: SILL HGT 0 22' k"'.` 1 •� o �, RL. ABOVE LANDING 5/32 =1 -0 ----- 10 -3 1/8 - I o c�� i i % °�6Q 1 ' K-21 2-2 3/8" 9UTE i PANELIZED . 82-BOX' SHEET NO. DT2 x40 DT2¢x40 --3'-0' '-8' (� ; SECTION ; Q �3!! Y I GARAGE WALLS �� ® �� 6'-4" 3'-11 1/a" s-51/2° z, 3. 11'-61/4" FOOT PRINT I ' D . . _ _ P INDUSTRIES INC. "f -28'-7'3/4^ 15-4 1/4" P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 E 9'-15 8 $'-0• i 7'-4 1 4 T-4 13/16 7-5 /16 / 4_7 /a• 6 SLIDING LASS DOOR / 711E (207) 539-8883 T3054. PEACHTREE-'CITADEL'w/GRIDS T 054 DT30 4 T FAX; (207)539-4446 -� (R.0.=72.V)' 7. MP- _ 2'-51/2 DWG N0. arsmuFRs RL - +- aAwrooT ue KIM 2425 o + 2/6 POCKET. Do 2/6-INT j;A;TH7'_—� io ro82•VANITY 9Y CUSTOMER TO LIST CoG0T0Area-278.792 It WALK-IN RL WARDROBE --- e-j---- c ERTeRs ., • � EXACT C VIEW: ~BEDROOM-1 ;'n�E�,DwER o V2LSUBMTL � RL i. `i RL -: RL � •4 • � DATE:`�''' -._~ I I Q RL AN OTHERS I�� OFFSET KI R6C-h Tr1FTR ------- �------- J I -y� ---- GABL�ENDwALLA7..A I-. ' -BOX" }'"RLZ' B - - -24-02 3 6 FM N FIREPLACE MANTLE PRONDED ' r = rev ON SI ,BY..OTHERS a➢@ur-----------i {r {� WARDROBE .. N rv ' E3 2 6-INT rBATH=2� o FJ 0 2/6 TNT / 2/6-INT Q_� coA 2'-2 5 �.�» ARNOLD � ��' .�, INC. Q RL RL sD P. O. BOX 1081 RL 2/6-INT �� •N� RAILING BEDROO KV — Elkhart, IN 46515 __t m 6-IN1 Areo=110.115 sq fl 5 p ,e ,, OPEN 10 DOWN TO �----- Commonwealth of Massachusetts � t z BELOW FIRST FLOOR BEDROOM,-3 " o �___- RL M Accredited Evaluation and c� 'z Inspection Agency NOTE: IN THIS PANELIZED SECTION - BATH 3 r-6 1/2• " ry This document is certified as being in conformance THE FLOORS, WALLS, &CEILING 2/6-INT ry E-BOX IS UN-FINISHED. ALL FINISH MATERIALS RL OD _ with Massachusetts State 4z-cARPEr TO COMPLETE IS THE RESPONSIBILITY n o GRADE STAR <BATH-3 RL ` "" RL M Lodes and the National. WRL . ti. ' Area=155.34 « o DRAWN BY: OF THE BUILDER/OWNER. 7_ " RL a FIXtWN1 u,s CA15 2'-41/ I ctr'ea) e SHERRY R.O.ONLY _ DT3040 2/6-INT Approved By C2424 C2423- .: FUTURE SCUTTLE , ' z - �A�RouYri, ROOM NEI71E0 TWO NINDOWS a'-2 3/4• ,, Date JA CHECKED BY. . - - PASSTHRU ---------- , - �`'' ' RL I�`�•`� ITr e„ a1 CLOSET z TO MEET LIGHT&VENT REO. I I , F'IAL li N u;12'-0" ; Approval of this document does not authorize or approve SITE I Down II ,-, I .,- Arnc 1 .,,_ - �TTIC 11 4'0-INT � - �-a 3_/ any omission or deviation from the requirements of - I RL STAIRS I O KNEE WALL � � � I �- � 7F ,- S o REVISIONS ? I�3'-T0• 2/6 POCKET � � ' � I / � � � �. HED ROOF � �,\ i ,applicable State Laws." ' s-z,-/z' WARDROBE 2/6-INT — —— ——-———————— " DA 6 ITEM MEETING 1 — —02 PER TING 1 W I ..12-9-02 PER DRAKE W PANELIZED SECTION F W q area=225.987 sq« -i zo i _ - s J RL --- PER DRAKE � T%>. ;�"',-, mc°' I O � '-_ FRAME FOR FUTURE ----------=------- ---- ---- ---� - - 12 24 02 Q �CIVING`ROOM� 3068 DOOR (38-1/4•)�� FOOT PRINT 1 22 03 PER REVIEW �{�� N O Z rn m, ; I{E_TREAT i > - - n a DOWN _ i .�, -� -�,�, ,a ' -JV% OF p J mf—BOX N ✓ / �i/ r cn Area=201:15-sq tt a FLOOR � i o � 5� - , Rlnc I N :o z i,,, I .. - I Irt /-r//�r /„//,�:/i//.�./r/ir r /%I , O RO p9 r m p I I U /fir/�/.l , R 111iT1�Ai "A i5z TO KNEE WALL i n n r / /I 10pj� o� rvROM yr%. E-BOX r /�j �' ��'/®�t�i. SCALE:. 11'-451W AKfS i ••i RL w'va //rr p�/ i 'ate 5/321,_l,-0„ I a I SHED ROOF r„! _i I GTS I ' o � - JA 2 0 20036 PANEOZED C-BOX' BOX 1 + DT2440 DT2440. _DT2440 SECBON i SHEET NO. 2'-4• 2'-1• 4'-41/2 2'-21/2 4'-91/4' 2'_1'. - , 1 n 4'-5" 6'-7" 6'-9" SOUTH 6'-10 1.4" --- ' 11'-3 5/8" 11'-O" 13'-7 1/4" ----- -------- -------------- 36'-0 5/8" - -, ' F 44. —0 ~ , INDUSTRIES INC. — — — — — — — — — — — — — — — -- '— — — — — — — — — — — — — — — — — - P.O.:BOX 9000 RTE. 121, 2 —7� - OXFORD. ME 04270 0 18'-0" TEL6 (207) 539-8883 I. FAX: (207)539-44" 17'-10 1/2 A3624/A3624 A3624/A3624 o DWG NO. rn 7%11 7/8'VERSALAM I N °° r . KIM 2425 �_r l DIRECT VENT FROM GAS FIREPLACE :w CD 7'xI1 7X VERSALAN r CDR LAYE *:. l - - -KNEE WALL - I 3RD FLOOR , r;--; T. R.ARNOLD & ASSOCIATES, PiC --- - -- - -----------------=-------------------------- - ------- ------- P. o. Box 1os1 61 DATE I , . - , \_8'-3" COLLAR TIE HEIGHT Elkhart, IN 46515 9-24-02 Commonwealth of Massachusetts o Accredited Evaluation and ATT.I C ON LYE Inspection Agency o oLAJ I ,= ATTIC AREA = 1001.516 Sq ft cn , This document is certified as being in conformance Q p o T? cU``'n 2ND FLR AREA = 1901.582 sq ft o with Massachusetts State NOTE: %OF 2ND FUR = 52.6 co 2x6 PONY WALL TO CARRY < C5 Codes nd the National �- 12/12 PITCH ROOF c5 ctric I Approved WY O �8'-3" COLLAR TIE HEIGHT f�l -- -------------- 1-mw�f74- ------ - --- - ------------ - ---------------=-------------- --T ------ Date JA 2 2003 • i 2ND FLOOR' Approval of this document does not authorize or approve KNEE WALL �j any omission or deviation from the requirements of I— 4'- i ROOF PANEL Tn applicable State Laws. Q #E-2 ROOF PANEL -0" I I #E-1 24 8 A3624/A3624 I PG. 8 ECTION-E I o 0 DRAWN BY: SHERRY — I _...__ .._..__.._..__................................. , -- — - — — — — — CHECKED BY. I unu — I - ,,I. IIIIIIIIIIIIIIIIII ,I�. ANE f 9'-6" SL NOTE: / / 2._7" PULL - ,. IIIIII I , d.-• - _ REVISIONS \. , null ATTIC DOM I . , FLOOR HEIGHT CHAqGES \ \ STAIRS � +/- 2 5/8" I , - ' DATE ITEM m Ilull I BETWEEN ATTIC & jTTIC SHED ROOF \ \ 11-6-02 PER MEETING o I \ �2F i iiiiii i 7 \ I HIM , STORAGE AREA. - - - - - - - - - - - - - - - J 12-24-02 PER DRAKE Lo 4-1 1/2"04" I BUMPED UP THROUGI I ATTIC—T Ali 0000 I FLOOR ABOUT `5 0_ I unn I oarf,�`�-i1i OF& I \ ._ I • I RIDGE LINE I F ATTIC STbR GE I Quo e�f04r�1 �� ¢ I nnn I . I— — — — — — — t — - — — — 7 a r'4u9 3G `mn PANELIZED ROOF P, d unu = I w DORMER q ` NAIL PG. 8C SECTION-C W I �. SCALE 3 16 =1 -0 IIIIII , I JAN 2 0 2003 SHEET NO. IIIIII , - / . n IIIIII I 6. 0 -4, 6' 5 3/16" I IIIIII I ,, I . - .. I / — , nun A2424 I � .. � - 1 — L , INDUSTRIES INC. _ P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 . - TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. �. KIM 2425 tAYER NAME: ELEV f'CONT:RIDGE VENTING r vDATE: ..FOOT � [,18_SO-INCHES PER LIN .ARNOLD & ASSOCIATES, INC. 10-2-02 P. O. Box 1081 I' 12 Elkhart, IN 46515 17 Commonwealth of Massachusetts (8�SO.RINCHES PER UIDGE N FOOT Accredited Evaluation and Inspection Agency This"document is certified as being in conformance POWER VENT you with Massachusetts State �- " -GAS PREPUCE > Codes and the National _ Q aI Co Approved By11Al-i-J JA 2 2003 —J .,, FINISHED MING Date �� Approval of this document does not authorize or approve any omission or deviation from the requirements of lx8 CORNER a Hx BOARDS(CEDAR) o ❑ ❑ applicable State Laws. DRAWN BY: SHERRY N' z CANTILEVERED DECK o �o FINISHED CEIUNG BY KEISER ` CHECKED BY: :- o ® ® � ❑ SIDING TH SITE DECKS ON BY OTHERS o SITE BY OTHERS ❑❑ REVISIONS ❑❑ DATE ITEM 11-6-02 PER MEETING 12-9-02 PER DRAKE 12-24-02 PER DRAKE RAILS ONLY REQUIRED CHIMNEY ON SITE 1-22-03 PER REVIEW IF DECK ELEV. IS GREATER BY OTHERS WES T ELEVATON THAN 30 ABOVE GRADE 09 OF WOW HAN AL SCALE:. NO SCALE JAN 2 8 2ooS SHEET NO. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 ,TELE: (207) 539-8883 - FAX: (207)539-4446 DWG NO. KIM 2425 LAYER NAME: ELEV �.� GATE: 4 T.R. ARNOLD & ASS®CIAM, WC. 10-2-0 2 -CONT:-RIDGErVENTINc ID. ®. Box 1081 ,18_SO INCHES PER UN. FOOT rCHININEY.ON t"SITE BY OTHERS" ElkhaM IN 46515 Commonwealth of Massachusetts C� 12 accredited Evaluation and . ^CONT. RIDGE VENTING Inspection Agency P 9 18 S0. INCHES PER UN.,FOOT This document is certified as being in conformance. with Massachusetts State �- ` Codes and the National Q ® I ctr' al a 12- 12 Approved By Date N L� Approval of this document does not authorize or approve any omission or deviation from the requirements of ® ® ® applicable State Laws, V DRAWN BY: SHERRY . CHECKED BY: REVISIONS SI` DING ON SITEECKS ON -BY OTHERS 0111 �EM SITE OTHERS l DATE ITEM 11=6-02 PER MEETING 12-9-02 PER DRAKE 12-24-02 PER DRAKE 4 Of Ag,�,, EAST ELEVATION t �C rQ 41' ST t�kr SCALE: NO SCALE AN 2 8 2003 s SHEET No. WgOgg [� INDUSTRIES INC. ' P.O. BOX 9000 RTE. 121 * • OXFORD, ME 04270 TELE: (207) 539-8883 - _ - FAX: (207)539-4446 T. R. S ARNOLD & ASSOCIA , 1!•1VC.. WG N 0. P. o. soX logs KIM 2425 r �a Elkhart, IN 46515 � AYER NAME: Commonwealth of Massachusetts ELEV Accredited Evaluation and Inspection Agency DATE: • CONT. RIDGE VENTING T ume i s f — — his doc nt is certified a being in conformance -1'O 2 02 18 SO. INCHES PER UN. FOOT " "" with Massachusetts State CHIMNEY ON SITE Codes and the Njonal BY OTHERS_ trical C Approved ByCONT. RIDGE VENTING Date �A 2 9 18 SO. INCHES PER UN. FOOT Approval of this document does not authorize or approve O any omission or deviatiorPfrom the requirements of I— applicable State Laws. Q �J W SIDING ON SITE BY OTHERSIF CANTILEVERED DECK BY KEISER DRAWN BY: • SHERRY CHECKED BY: ®®® REVISIONS DECKS ON SITE C BY OTHERS ' DATE ITEM *.• 11-6-02 PER MEETING } r 12-9-02 PER DRAKE 12-24-02 PER DRAKE NORTH. . ELEVATION. �-iIIA Of? � 4b� E';�LS�906 1L 8 L��G��,v SCALE: JAB! 2 0 2003 NO SCALE ^ SHEET NO. ° INDUSTRIES INC. P.O.BOX 9000 RTE. 121 OXFORD, ME. 04270 .. - u:.TELE: (207) 539-8883 FAX: .(207)539 4446 DWG -NO. KIM 2425 " LAYER NAME: _ ELEV r, r 7LD & OC 177C. P. 0. Box 1081, DATE: CONT, RIDGE VENTING )[1<diart, IN - - � aG�» } 1 , 2 •02 18 SO. INCHES PER LIN. FOOT l Commonwealth of Massachusetts' 4 Accred'ited=Evaluation and Inspection Agency y'. fd a CHIMNEY ON SITE This document is certified as being in conformance BY OTHERS with Massachusetts State O Codes a the National E e ric I Co V 0 0 Approved 13y Date JAN 2 3 L_LJ Approval of this document does not authorize or approve _J any omission or deviation from the requirements of - applicable State Laws. tl CANTILEVERED DRAWN BY: k DECK BY KEISER� SHERRY CHECKED BY: FM 0 �0 DECKS ON SITE A REVISIONS SIDING ON SITE ; r DATE ITEM BY OTHERS w 11-6-02' PER MEETING 12=9-02 PER DRAKE 1-22-03 PER REVIEW SOUTH. Et EOAT10f� VA OF p Y. SCALE: NO SCALE JAB $ 2 SHEET NO. 44,_ �,, 1000-PLF 1000-PLF 000-PLF 1000-PLF 1000-PLF w- 1000-PLF ` INDUSTRIES INC. P.O. BOX 9000 RTE. 121. / OXFORD, ME 04270 5'-9 3/16",� � 5'-9 3 16" �. - -:. _ L.�- TFAX: (207) 539-4463 CO CLLi... ... J\ . FAX: (207)539-4446 0 7'-2 3/4" 7'-5 1/4" J 6'-10" 6'-9 5/8" 7'-5 3/16' 8'-3 3/16' n-o 0 0 0 ' DWG N0. 0 ao • � _. _ KIM 2425 .00 T.R. ARNOLD AssoCIAM, LYE NAME: co ffi o o =�, P. o. ox 1081 FOUND ��, IN 46515 CO U U- co CO - Commonwealth of Massachuset s DATE �.0- 14'-8" 13'-7 5/8" 15'-8 3/8" -4-02 0 0 0 0 0 0 Itivo 00 # Accr editedvaluation and 18,000 # 13,000 # 00 ' 28,000 # �� ` LOAD Inspection Agency POINT LOAD OINT`LOAD; POINT LOAD W `� Tliii document is certified as being in conform nce . ---_ 1200-PLF 1200-PLF 120 -PLF 1200-PLF NO LOAD DUE TO CL-SPAN ABOVE with Massa husetts State - - - - - -Codes a d the National W BEAM FOR OUTER RAIL TIE ONLY Z O tri I Co e 0 ' ,,_ 7'-2 3/4" 7'-5 1/4". J 6�10" 6'-9 5/8" � 00 J0 Approved.l3y k— ii o_ \ a a M W 0 Date J N 2 200 o o i o i o_ 00 ^• 00 ^ r- Approval of this document foes not authorize or app ova Z « iv any omission or deviati n from the requirements c 00 4 applicabl State Laws. � O 00 13'-10" 13'-7 5/8" 14'-'10 3/8": O ^�^ o i b ii a s 10,000 O O eo N O' C„ o , O 10,000 # o ' POINT'LOAD -,� 7' 9" 6'-11' `D6'-9 13 1 " 000 "` `� _ DRAWN BYA. G POINT LOX �-._ RANT 7 8 1200-PLF 1200-PLF 1200-PLF 1200-PLF NO LOAD DUE TO CL-SPAN ABOVE BEAU FOR OUTER RAIL TIE ONLY CHECKED BY: 800-PLF 11'-9 5/8" — U- 13'-7 5/8" 2'-10 3/8" i i __A \ r i "' a� a o oN REVISIONS W o , , 8,000 # I o N , � o-' o o rP01NT LOAD] co ,n �� DATE ITEM 200-PLF 200-PLF i Z o i i G ,_ �„ 7'-10 3/16" 7'-10 3/16" W I I J Z o 5,000 # ` POINT LOAD00 ii � �. - o i Cl-0 ,�-A" OF 35'-11 5/8"/ � �. I-1�+3d59tyG �^ O � e1�litir?f2PPIl ti C_O 0 M = < I J � �� SCALE: 16„_1,_O„ 8 000_# 3/ Z o I POINT LOAD o 23'-2" o� JAN 2'8 2003 SHEET N0. o 22'74" 13'-7 5/8„ 800-PLF 200-PLF 200-PLF . : 10'-6 3/8" �4E 12'-7 5/8" 12'-9..5/8 INDUSTRIES INC. yti• P.O. BOX 9000 RM 121 + ARO, ME 04270 T. R. ARNOLD & ASSOOOC AITSS, Q (207) 539-8883 P. �. BOX 1001 FA (207)539-4446 • - 4. Elkhart, IN 46515 DWG 0. " #1 #2 #13 #12 Commonwealth of Massachuset s KIM 2425 Accredited Evaluation and Inspection Agency COTO VIEW: a This document is certified as being in conform nce 1 ELEC ip with Massachusetts State . A-BOX B-BOX C-BOX 6 � -�''" -`�' �' �,t -�� f;-= Codes and the National ATE -__ KITCHEN , FLOORS 2--- -- , GREA OOM / 3 E rival C 10-7-02 ,i j A\ �` o 1 roved By WALLS ,It� Date JAN 2 2003 ROOF l 1 �. ; I .______.�________. '� d Approva of this document does not authorize or app ova 6'AT, -- -- -`� A-BOX TO O2W FL 3-WAY - __ I #i�4 omission or deviation from the requirements 0 HOOK-UPS FOR FLOW UMIS-------- __, �� W -- ,IBI-BOX" "C- O -' O \ WAIL 90 applicable State Laws.` PANEL BOX #14 "® ® L� TESTING ---- ------ "- --- "NO K ® #5 5 FOYER -------- LAVNUNY - •- —:.:. W C� TO N FIR r --- W OTOP Of STAIRS r i 1 - -- #3 -TO zne nx 3 WAY.'' 1 J �SA11A OF . STOP Or STAIRS {}q�,y-" _.{1}�,} . MFU -` --------------- , snT� 4` y 6F DRAWN BY: �� a�q W� ... POST LIGHTS i i 'I ' , , n'>✓{NALD 1- $�N #41 f® ---- -'" ( #9 Q @€ CIA �, ------------ ti TF UTILITY s5 Ge #21 ( 3�f 9F�( % sow saT WTE Aff _---� �`'rN.. � {ryyu - {ry�W} (�}Y �A ��"� � CHECKED BY: I 1AWA7 amc ,4-2 6 I I I mWI[ __ f `♦• 'l - T --- .. 2 1MIOt001F.Lrs - m ,4-2 15 1 ----1--I'-----� ® 3 OA9KLW pYF0yRRLISIEC ,ID 1-2 ,s ' TO B9aT MARW------ ----------------� A olamt LA m 14-2 15 � I WL & !m 5 OTIM REL m 12-2 m REVISIONS 6 fflm AEG IID 12-2 m # 2 BOLEER FIE SAFETY SM ID W2 is i i r 15 ��ppyg�' • s ty 2 :« Im 1= m ; '�L G a Row #17 J N L. DATE- I MEETING - TEM 10 nsrAILOa 12-: m - ------------- 1 .. .. - . . 11 7 02 PER ,I GIs cowTOP - ID 12-2 ID #7 8 ------------- ------------- 12 O"NAM 12-2 ID - i '- - - "B2 OX" # - --- -- ------------� GARAG FOOTPRINT I 12-9-02 PER DRAKE IS RFIPofAtAIOR AFG ID n-2 ID , I .1 , 14 11"JMTS ,ID 4-2 1 SHO I ._ 1-22-03 PER REVIEW - Is mm�AEG ID 2-2 m I I � � - • 1 - - , 16 mow MIS ID 14-2 IS - 1 I I2 U111Y(9RIP.GVINLLYS IID W2 15 21 SA01 k REG(CM lm 12-1 23 GWNE REC(d° ID 2-2 24 WU REC Im 2-2 - m QAE REC ID 2-1 . ID 4-2 1 - I P I - ' AW 30 FUPM RE-WSAt LISAFC I I I m �pll}31 W I1R NAM m 2-2 - 32 2M RR OR1W a 3 a. ,,: a s`. •a-eor , I , I IID h2 ------- 33 BANS Ij,t);RFL(6n ___-_ N BABWWL;USAEC ,ID 4-2 1 , - 35 BEOAOOIn;Lrs(AFO) ID 4-2 I 7R. BFIIAOOYI:AEC(AFC IID h2 1 • - "J. IP A. , - �. PANEIIZED , n BA m2L15AEC ID �: A i GARAGE V 38 ®R0 MLISREC(AID) IID 4-2 , ;;, - , . - i WAILS , 39 BWML%LTSRE TOM 1m 4-2 �� 25 24 V - I SCALE: 1/ A bd 611IOLIIST 1m /F-I IS a� , - 0•�y�p 't �* # # + - SWTH - v 2 u 12 sx�IEAIER 2ID ,s �� `( o. 7 S 'lid ' - 1 8 —1 —0 --------------------------------------J t ,I SHEET NO. ***ALL ` RECESSED LTS ON DIMMERS*** ARNOLD & ASSOCIATTS, INC. D-BOX E-BOX F-BOX G-BOX �•�' INDUSTRIES INC P. O. BOX 1081 P.O. BOX 9000 RTE. 121 1 - _ OXFORD, ME 04270 FLOORS Elkhart, IN 46515 L j L TELE: (207) 539-8863 WALLS Commonwealth of Massachusetts c. - • FAX: (207)539-4446 • . ROOF Accredited Evaluation and DWG N0. . Inspection Agency RE #36 KIM 2425 HOOK-UPS This document is certified as being in conformance • a.'+ with Massachusetts State ; GOTO VIEW:. TESTING 2ELEC Codes a d the National e trical Co ' n NO saAa+e VOLT xr AIR S - \ ' I lMr ARC m Ih2 1:' Approved By ' 5 ' .'"� \ DATE: }. - ``\. • .y. - . &MI.UOORUDTFRLISRL ID 112 15 JA - 4 M10OA LR' ID 14-2 15 Date - ', ; 1 7 02 s 5 OTM RG ID 12-2 ID ' ' - .. B RIRIeA RC - m 12-2 m Approval of this document does not authorize or eppruv� 'BEDRADM 1 ` - jj T- BOUN FRE SUM SN101 m. 14-2 15 ants Ol `�,/1 i H tBAT .. _ 1 a o-5 >o any omission or deviation from the re4wrarE y E T i applicable State Laws. I . 10 06 rALL 00 ID 12-2 m r--� %. , . , _l I , I ') O CAS NlIW ID U 12.2 ID B• , 12 09fam ID 12-2 m , To AT11c ALARMSez`___ --- 'i' �, � -BOX" ; u R6PKFRAIOR REC. m 12-2. m _ 'i:�! • - . - ------------- --- BOX 11 f10mIR90S IID 42 • '1. \ ' i _ ----------- - IN------- • 'BATH 2 ----- ., 1 15 Ow1R RC ID 3-2 ID _ . 16 om IM2O5 11-2 6 _ --- __- ------ - 12 [MING O',C1RAlLlA m 14-2 Is TO 1sl FLR 3-WAY -��,' / I i , ` _• ',� ' ' , OBOTTOM OF STAWS-_ ; -' ' ; --------- ' 21 BATH I;RG(OI) Im 12-2 m ' _'• 9 WAGE RC(00 Im 2-2 s n - . 24 90 RC ID 2-2 N .. - _.- - ® S e . 25 SHOP RC ID 2-2 '-- 3O FORK RE-WAY.❑SJRC m 4.2 TO Is1 M - U� ti _ � ------ Hwn I 31 DtlFR R9BA w os 5rutrArLA9Ts---- - -- ---- "-`�\ -- - - - - ///'-- n Ltl Rx OR,Ot -' - - --- — u um u REc(on), m 4-2 o I>1 M ---- -T-----;------------ - sEA 'Y -'' - BEDROOM 2 ;A BANULALLLISRC ID 4-2 , 3-WAT 0 FOYER g1RY DOpt ---___ ___ 1 _-- \ }S WBROLLI:LTS(AFO) m --i- / S y BAI KC IID h2 I - 1134 --- A 3B BEOROOI 11SM(AM) Im A-2 ❑______________ 3, BTONOONWISACC(AFO) Im 472 --- / .PA 3 a LtlNtOV.RHLLISRc m 4-z 1s -------- - i I \I H NTMR POST Ig115 ID 1-2 IS TO ATTIC s-rAr ____ ______-____.NF ___- - • "E_BOX" n DRAWN BY: ' -,--- , - -- BEDROOM 3, -- TF_ ' H' GIs ' ------ ---- _ - FOOT PRINT CHECKED BY: -------- ------------ - ` ' sgs� �/ � w/ -- ---- - T - � v' -gzx�s „r cca H #3i _ - FI�3• ' ,---- L — , ______�_____________ 38SHED ROOF -10 REVISIONS - � -,—___—.-- ---� � ------ -------- "a s �`d A ; - -'- ®•_ ACCESS LOU W CERINO a FWST F R H • - ITEM DATE I l � I 4 -- ----------------BI-- i #39 11-7-02 PER MEETING --- -- -------- H H /r, rr5 , i - ° •.., _ -_-_- �/� --f _________TO Tst RR ALARMS / rra, #303 PER REVIEW 0 s>aB ROOF 6,_'_:; �.• � / I T . 1- _ RANELRED frROX' ® ; - RE TREAT , s BHA. LIVING ROOM "F-BOX" o�wrr N #40 • . , SOO1H <H N/ CBOITLNI OF SEARS "G-BOX" LOB --- ----- - ------------------------ S ' W5Y S' IM FIR R W L=Z:: � aM ir TAIR Np; OF RONALD F. --ter ---� '- ------ _ _ --- to ***ALL RECESSED L TS ON DIMMERS*** ---------------------------- °' � 1�812-1' O QL��' SHEET NO. JAN 28 200 5 A FEEDER &NEUTRAL LOAD DOOR SCHEDULE PEACHTREE WINDOW SCHEDULE (STD. WINDOWS) INDUSTRIES INC. CODES WIDTH HEIGHT 1HK. TYPE MFGR. REMARK NDOW CALL SIZE ROUGH OPENING TYPE MFGR. LIGHT .FT. VENT .FT. P.O. 9ox , ME 42 TZT LIGHTING AND SMALL APPLIANCE HOT WATER BASEBOARD 1 S-0" 6'-8" 1.3 4' INSUL CORE THERMA TRU EXTERIOR DT3048-2 61"x48 1 2' DBL HUNG PEACHTREE 13.34 7.64 OXFORD, KAe oaz7o 1.)LIGHTING: TOTAL FLOOR AREA= 4220 X 3= 1J660 VA 2 2'-8" 6'-8° 1 3 4" INSUL CORE 1HERMA 1RU EXTERIOR OT3054-2 61%54 1 2" DBL HUNG PEACHTREE 15.34 8.78 TELE: (207) 539-8883 2.)SMALL APPLIANCE: 12 CIRCUITS.X 1.500 18,000 VA 3 3'-0° 6'-8" 1 3 4° INSUL CORE THERMA TRU EXT.SINGLE S L DT3054 31°x54 1 2" DBL HUNG PEACHTREE 1.61 4.39 FAX: (2o7)s39-sass 3.)LAUNDRY: 1 CIRCUIT X 1500=1500VA. 4 . S-O" 6'-8° 1 3 4' INSUL CORE THERMA TRU EXT.DBL S DT3048 31°x48 1 2" DBL HUNG PEACHTREE 6.67 3.82 "5 3'-0 6'-8° 1 3 4" STEEL THERMA TRU FIREDOOR OT3040 31%40 1 2" DBL HUNG PEACHTREE 5.56 3.18 DWG NO. , 1st 3000VA f31007.= 3000 VA 5 2'-8' C-8" 1 3 4" STEEL THERMA 1RU AREDODR DT3354 34"x54 1 2' DBL HUNG PEACHTREE 8.63 4.87 REMAINDER @ 35%= 10,206 VA 7 S-0° C-8" 1 3 8" HOLLOW CORE WOODGRAIN PASSAGE C2424 25"x24 1 2" CASEMENT PEACHTREE 2.2 Z04 KIM 2425' TOTAL= 13.205 VA 8 °_ 2'-8" V4 1 3 8" OW CORE WOODGRAIN PA SA C2440 5"x40 1 2" CASEMENT PEACHTREE 4.0 3.69 LINE A NEUTRAL LINE B 9 2'-6' 6'-' 1 8 HOLLOW CORE- WOODGRAIN PASSAGE DT2454 25"x54 1 2" DBL HUNG PEACHTREE5.75 3.43 LIG HTING AND SMALL APPLIANCE: VA 240-AMPERES .. 55.0 550 55.0 10 -1-10" 6'-8 1 3 8 HOLLOW CORE WOODGRAIN PASSAGE A3624 A3524 73%24 1 2" AWNING PEACHTREE 6.22 5.54 LAYER NAME- HEATING AND COOLING 7.1 7.1 0 11 -1'-4" 6'-8" 1 3 8 HOLLOW CORE WOODGRAIN PASSAGEA4824 A 24 97"x24 1 2° AWNING PEACHTREE 8.12 7.6 DATA 12` 3'-0" C-Er T 3 " FLUSH WOODGRAIN PASSAGE A24 4 25"x24 1 2° AINNINQ PEA HIRE 2.31 1.74 1)FURNACE BLOWER .0-- -0 - 0 13- 2'-8 6'-8" 1 3 8° FLUSH SO WOODGRAIN PASSAGE NOTE SAFETY GLAZING TO BE PROVIDED FOR WINDOWS IN HAZARDOUS LOCATIONS 2)HEATING ELEMENT 0 -. 0 0 14 2'-6" C-8' 1 3 8" FLUSH SO WOODGRAIN PASSAGE NOTE: WINDOWS ARE NFRC RATED DATE: 3)AIR CONDITIONER 0 0 0 15 1'-10" 6'-8" 1 3 8" FLUSH WOODGRAIN PASSAGE 16 1'-4" C-8" 1 3 8" FLUSH SO PEACHTREE INSUL GLASS 1 0-8-02 LARGEST FAN(S)-ADD 25% 0 2.4 2.4 17 6'-0° 6'-8" 1 3 4" SLIDER PEACHTREE INSUL GLASS T.R.ARNOLD 8c ASSOCIATES, INC.. APPLIANCE LOADING 18 6'-0" 6'-8" 1 3 4' SLIDER PEACHTREE INSUL CORE Il 4 16 0 19 6'-0" C-8" 1 3 " PATIO SWINGER THERMA-TRU 08 INSUL CORE P. ®. Box 1081 1)EXHAUST FAN 1_6 _ 6' i . 2)WATER HEATER 1. 0 1-8 20 -0° C-8 4"' 1 3 SWINGER THERMA-TRU 118 INSUL CORE B�� ENT46515 3)DISHWASHER 9A 9A 0 21 6'-0° C-8" 1 3 4° SWINGER WOODGRAIN BI-FOLD - 22 7-0" 6'-8' 1 3 8° 6 PANEL PINE WOODGRAIN BI-FOLD Commonwealth of Massachusetts W 4)DISPOSAL 0 34 23 5'-0° C-8' 1 3 8" 6 PAN MASONITE WOODGRAIN SUDER 4)MICROWAVE 0 60 6.0 24 5'-0' 6'-B°1 1 3 8' 6 PANEL PINE WOODGRAIN SLIDER Accredited Evaluation and I--L-I TOTAL APPLIANCE-AMP X.75 WITH APPLIANCES 22.1 16.2= 22.4 25 5-0" 6'-8 1 3 8" 6 PAN MASONITE WOODGRAIN BI-FOLD Inspection Agency CLOTHING DRYER 22.3 16.3 23.3 26 4'-0" C-8 1 3 8" 6 PANEL PINE WOODGRAIN BI-FOLD P 9 y RANGE 23.3 16.3 33.3 27 4'-0° 6'-8' 1 3 8" 6 PAN MASONITE WOODGRAIN BI-FOLD this document is certified as being in conformance C� ` 28 4'-0' 6'-8" 1 3 8" 6 PANEL PINE WOODGRAIN SLIDER 29 4'-0"1 6'-8" 1 3 e 6 PAN MASONITE WOODGRAIN SLIDER .,. `a with Massachusetts State Q SERVICE CONDUTOR AMPACITY Codes a d the National F= (TOTAL)= 140.8 120.3 136.4 LIGHT & VENT SCHEDULE i Ic Q USING _M AMP SERVICE FLOOR GLASS %OF ARTTF- VENT %OF ARTIF- ROOM - Approved By AREA AREA FLOOR LIGHT AREA FLOOR VENT NO. SERVING VOLT WIRE AMP NO. sE3rANc VOLT N1RE AMP LIVING RE-TREAT 426 51.3 12.0 27.9 6.5 Date JA 2003 _ I UV0IGROO AC 120 14-2 Is 23 GARAGE REC(Gn) 120 2-2 20 KITCHEN 169 9.3 5.5 240 W 5.4 3.2 160 CFM 2 uVwGR0011.w 20 14-2 1s 2a sxro REC Approval:of.fhis document does not authorize or approve 3 8ATH4,LAUNDRYFDYER:LTS,REC 120 14-2 Is 25 SHOP REC - 120 2-2 20 DINING ROOM 186 53.0 28.5 32.4 17.4 _ any omission or deviation from the requirements of - 4 KITRRN:LTS ,TO. th2 15 JO FUTURE RE-TREAT;LTS,REC 120 4-2 's BREAKFAST 152 32.0 _21.1 20.2 13.3 - - 5 KITOOk.REC. 120 12-2 20 31 2M nR WASHER 12D 2-2 :o BEDROOM 1 279 61.8 22.2 35.0 12.5 applicable State Laws. 5 KITCHEN;REC. 120 12-2 20 32 2W U DRYER - 240 0-3 J0 BEDROOM 2 170 19.6 12.0 25.6 15.0 - DRAWN BY: 7 BO0L3R FIRE SAFETY SNITCH 120 14-2 15 33 BATH51,2,dc3:REC (Gn) 120 14-2 15 .FLOOR PLAN SYMBOL LEGEND - 8 DRYER 240 10-3 30 34 BATH3,HULTS,REC 12D 14-2 , BEDROOM 3 155 18.8 12.1 9.2 5.9 SHERRY 9 WASHER - 120 12-2 20 39 BEDMI;LTN - 120 14-2 ' BEDROOM 4 XX XX XX XX XX C.C..- CHIMNEY CHASE LOCATION. 2" MIN. CLEARANCE 'TO COMBUSTIBLES FORto. cAs wAu ovEN 120 1z-z 20 3s eEORooL11;R1zo 1a 2 Is BATH 1 ---- 120 W 70 CFM11 GASCOOKTOP 120 12-2 20 37 BATHI,z;LTS120 14-2 15 -- y CHIMNEY. FIRE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT ' CHECKED BY: 12 DISHWASHER 120 12-2 20 38 BEDMZLI) 120 14-2 , BATH 2 -- 120 W 70 CFM TO LOCAL CODE OFFICAL, HAVING JURISDICTION, INSPECTIONS. 13 REFTBGERAIOR REC. 20 12-2 20 39 eEORoaIxL ) BATH 3 - -- 120 W 70 CFMt4 . RMILIGHTS 120 14-2 15 40 2nd FR UV 120 11"2 'S HALL XX-. XX XX XX XX C.- CLOSET WITH SHELF AND ROD 15 DDRNG:REC 120 2-2 20 41 FUTURE POS 'p 14-2 15DEN STUDY XX XX XX XX XX REVISIONS 18 DOTING LIGHTS 120 14-z 1s ce sxoP HFATE220 15 •L.,-• - LINEN CLOSET WITH (3) SHELVES . 17 UT0ITY,SHOP.CARAGE:LTS 20 4-2 15 - FOYER 92 7.0 7.6 24.8 26.9 21. BAR,4:RECLGO) - 120 12-2 s0 GREAT ROOM 413 . 51.6 12.5 28.4 6.9 S.W. =r STAIRWELL DATE- •. ITEM EXERCISE ROOM XX XX XX XX XX W.C. - WATER CLOSET - DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH (MASS.) SMOKE DETECTOR LOCATION SYMBOL LEGEND I - STATE AND TRA INSIGNIA'LOCATIONS G DATA PLATE LOCATION 4�- DUPLEX RECEPTICLES ® RECESSED LIGHT ®. PANEL BOX GROUND FAULT RECEPTICLE Q HEAT/FAN/LIGHT WIRE IN WALL OR PARTITION BUILDER "REFERANCE MANUAL PAGE INFORMATION GROUND FAULT PROTECTED REC. FLOURESCENT ',I-µ,' WIRE IN CEILING OR FLOOR zS SWITCHED RECEPTICLE 70 CFM.FANIMGHT COMBO EXT.EXH. III \ THREE WIRE SECTION 6 PAGE A& RANGE/DRYER RECEPTICLE sO SINGLE POLE SWITCH HOME RUN.TO PANEL BOX A. FOUNDATION- 25-27 a►K '� WATERPROOF GFI RECEPTICLE S/s DOUBLE GANG SWITCHES B. RANCH-' 28-30 11A 0`A7 ® _U.L APPROVED SMOKE DETECTOR /S DOUBLE GANG 3-WAY/SINGLE SWITCH C. RAISED RANCH- 31-34 �~ ' c4 ®gym COMPACTABLE PHOTO.ELEC.DETECTOR(MASS) O '�'�'�°�. �� SCALE: THREE WAY SWITCH D. CAPE (AND DORMERS)- 35-41 RANGE HOOD 160 CFM.EXH.TO EXT. OS4 FOUR WAY SWITCH E. GAMBREL (AND DORMERS)- 42-46 1 r* , I 1/4 -1 -0 WALL MOUNTED INCANDESCENT LIGHT DOUBLE GANG 4-WAY/SINGLE SWITCH . F: SALT-BOX (AND DORMERS)- 40-41, 47-� ,(; r G. EXPANDABLE COLONIAL 51-54 � l �, SHEET N0. SURFACE MOUNTED INCANDESCENT LIGHT S/SI/s TRIPLE GANG 3-WAY/SINGLE/SINGLE H. 4-BOX COLONIAL- 51-54 �, L rv; p ,UNCTION BOX FS FIRE SAFETY SWITCH I: . OPTIONAL ROOF PITCHES- 55-59 Qr THERMOSTAT N PHONE JACK J. ELECTRICAL- y 60-637, PADDLE FAN TELEVISION JACK K. PLUMBING-, 64-71 2003 REFERENCE KEISER INDUSTRIES INSTALLATION MANUAL-FOR ALL ON—SITE CONNECTION DETAILS. INDUSTRIES INC.. FOR ACTUAL ROOF COMPONENTS P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 PALLHIDGESFOR SEE PC 8A-8E. ALL INSULATION TF x �Zo7)5 4883 cDNieNosRocEBUM G� ► CONTINUOS ROMMVDINC- AND, CONSTRUCTION DETAILS ,., (2)2.6 12 OR BTR SPf. 2 FLB RAFTER BELOW THE ROOF 1S TYPICAL DWG NO. X8 SPF 02ORWill PER THIS SHEET. KIM 2425 LEDGER J2 R BTR SKZ6 12 OR BTR SPF Q� 24 12 OR BTR SPF +6E � �F � COTO VIEW: . . . R-38 MINIMUM INSULATION FURNISHED 2106 SPF 42 OR BTR COLLAR TIES 0 IB•O.C. _ ,SECTION.. - MININUY.R-19 INSULATION WITH AND INSTALLED BY OTHERS . - -BAFFLES FURNISHED AND -• - - r INSTALLED BY OTHERS - .• n-.J __ t._ _ _ . - i � .. DATE: - DE 2X8 SPF 42 OR BTR RAFTERS B 16'O.C. q 10-11-02. h4 SPF - 12 - _ : n33 SELF SEALING ASPHALT SIIMXES �? UEDCV10 TO 12 t ( _ TR J} { aAx PLT.DRY UNOFItUYM]NT 36 SPF n DR B I �._. — SINGE TOP PLAN O L1Y�lV®L!J 6X A .. -+� SSOCIA _ T�?S Il�iC Ps T/IB•osa oR otnoruL 2X4 CONTINUOUS KNEEWALL FULL LENGTH 9 V2•PLYWOOD SHE:ATHNG �. �. �OX 1081 2a4 STUDS STUD ORASE Olt SNDS 16°O.C.DIRECTLY UNDER RAFTERS - 9 � F— YIHIYUY R WA L to KNON FROM 5't�O BTR SPF 0 IV O.C.,/SINGE I - . �` 3/4°PLYWOOD WSSE15 f 801H +' EXTERIOR WALL r0 CTORY LL 0 BOTIDM PLATE 9 _ OF EACH RAPIER WITH 5/8"0- Ba1S • Elkhart,-IN "6S1.J / O . r NSTALLED IN FACTORY ti - _ I � (OPTIONAL) R-30 INSULATION WSTAILED - R-19 INSULATION - .r MINIMUM Commonwealth Q_ of Massachusetts . FURNISHED AND INSTALLED - . I 0 FACTORY BETWEEN NFEEWALLS ssaehusetts I - TYP.OYDPUNG DVr ON SITE BY OTHERS I„ to°OVERHANG M. � CU 6 B'PLYWOOD DECKING Accredited Evaluation and N �. I I AI.UNAI FASCIA NSTALLID 0 EAYES \ W . OPT.PINE FASCIA NSTAILID a FAYFS z8 10 SPF 2�16O.C. z8/10 SP fz®,6°o.c. Inspection C� / f p on Agency 9 Y r . � yr sL1EErRocK SST I ANG,a/ AISEOR G C0NT.VWL SOFFIT d This document is certified as being in conformance � L NSIXAia13IO BOX TOR ITYPJ 1 1/8° ALL CI=SPANS 6.2 SO_�81/L.F. —� . ,2'DRYWALL oKr SHIMS - `-•- with Massachusetts State ' YNJYL SIOWc sm Cod04 4," e National Q Z 0 s woro sorc arr. C dsxFATlfcVY PLYWOOD OPTIONAL 1/2°SHEEIROO( 2X4 STUD GRADE MATEWAILS 0I6'O.C.YNIL SONG I WOOD OPTIONIU--� NATEWALLS HAW:3/8• AU EXRAOP RWS ID H NWTED W FMNH WN S PM�S I SNC1F BOTTW �PPrOved By ^ OVY COX WALL YWOOD O T� COX 90TMNG R-N FHAOASS BAD NUAT ON PLATE a EKT WALLS CJlOS5Date 2 y 3/4'T6F.DEGCNC 4 2XIO CENTER GRNR WIN INSULATION vrfEETRDLx B6rwAGulWUL Approval of this document does not authorize'or approve AWN BY: any omission or deviation from the requirements of SHERRY YNIMW R-19 NSIIUTeN ALONG BOTH FLOOR a CEILING PERIMETER 2XI0 SPF II/2 JSTS a IB O.C. 2XI0 SPF V2 JSTS a 16 D.C. RAILS.BOTH SIDES applicable State Laws. ------�---------------- -------- -----P-'----- ---------------------"--- -------�-'----P------ 2)2zro PERIMETER AXSr 12 SPF OR M. - V2•SNEETROCK Ohl NAXE0.S RPDII NUATED M BOX FOR mPJ CHECKED BY: DRYWALL Ah'!A SH MS -.IT ®F rll�y VYPfL$HEATpIWL _ - 2X4 STUD GRADE WIEWALLS � sp e�� - REVISIONS . 1/2•S+IEEIROCI( fl6'at. `��• r'+.0il-NAND i.'° �. . VWL SOH I WANED OPTIOWI3 .. - 38 6Ttf8 FAAA ;W or,ITTPI .,r cam. Fa T r rn -. �� MATEWALLS HAVE 3/8• ALL DIM MIS 10 BE IOAAND I FACIM IN w/OBL TOP PurEs 8 SINGLE BOTTOM `Fv� " .DATE ITEM . VY COX PLYWOOD OR T/IB• COX SHEATHING R-W TEE=BAD IM MMIL PLATE EXT WALLS - OSI WALL 90TNNG 3/4•TBG DECKING •• _ A-19 Aft INSULATION Vt S EETROCK A�SPAN OFFSET BLOCK B A)GING - PORTION BELOW LINE NRN91fD AND INSTALLED DBL PFIfElo1 SILL AAL9 i4)2X10 CENTER GIRDER tL1�p _ ON SITE BY OTHERS. 2)2Xro PERIMETER JOIST 12 SPF OR BTR. ,. - 49 „y •- �_ 2XI0 SPF N2 JSTS 012.O.C. W POW MAD SIL .:� 8° 10°MASS TYP. �M1Al IA MOD BItpRO J06r NNO ALL MIS OFIGAL . ROBS WALL THICKNESS z z 6 FlRE STOP FOR lit ANDIm Baa r4 oD NON 2 8 200 LENGTH OF GIRDER - AM NBN M f ORmF . :- iFD SILL BY OtlERS -— NOFLOMINSULATIONISREWIREDNTHE - - OrftISAMIDNItOF - - [THIS-SECTION SHOWS,7A - T F1.00R OVER CONDIDINED BASEMENT SPACES, DO G SEAM yt MIRK III ALL FLOOR OR FOUNDATION INSULATION REWIRED I' - STA_N_WARD-FOUNDATION., - .. PER CODE IS TO BE PROVIDED.AND INSTALLED ON SITE BY S l AM 161AlIED Bt O11FR5 - IIII I� - - W9EWFGI RIUMMU HAI °-IIIIII�- ,THE ACTUAL HOUSE ,IS' LOIGEIE NNTG - GOING ON A PIER FOUNDATION �1M la i NEON TRUST UE .-..,...�__- ,- IME dF9E O OntRs tlF91F BY Owes r _ 4 LL PL1EBAM9NUD IO19t � -TO BE DESIGNED BY THE SOL% 11i - DRAINAGE a SOIL—�i " - - - REO.PER CODE .' _ — - ' _ k� ,v _ - 1YAA I I ��,4 - �`�'"�i�"�I� �ll'Vj- III ERS C L DESIGNER? _ �BUIL - ' AL /16" 1' 0" � �'D LO 3 COMPACTED FILL — I —IuA II=1 j I— II I II 11= PEEL CODE - I I _ I IIIII Ilfl�lflil III — - - � IIII�II 11 SHEET N0. - TIP.DRAINAGE T { S T. K ARNOLD INC. NDUSTRIES INC. ' �L ASSOCIATES �� P.O. BOX 9000 RTE. 121- ' - OXFORD, ME 04270 P.. O. Box 1081 TELE (207) 539-8883 Elkhart, IN 46515 FAX: (207)539-4446 Commonwealth of Massachusetts r-11" . DWG NO; Accreditimcl y and KIM 2425 Inspection Agency This document is certified s being in conformance LAYER NAME: 12 with Massach setts Ste to SECTION 12 Codes a d th Nation r' a►Co DATE: Approved By 10-11-02 - 24.12-R SK COIUN W O Ir—I[N 12/12 SEt1NN) Date J N_ 2UU - pproval of this document dog?not auth rize or approval any omission or deviation 12)m the requirements of 0 a 10 1/2" . � - tB applicable St to Laws. U amp , P �7 SEE BA RAPIER �q ^ k GLISV DETAIL— FLOOR SHEATHING' ON PC 3A / n T-11 1/2" lJ J 'I j- I I NASCOR NJ12 FLOOR JOISTS ® 2•o.c. IN SHED AREA NASCOR N.J. FLOOR JOIS ®16"o.c. IN ALL OTHER AREA'S vN O NASCOR NJ925 8-5 1/2• RESBIENT CHANNEL 1111o.c. I� o ,"F"-BOX „E„-BOX „D -BOX DRAWN BY: - 224.all 224 Nall 21'-11 1/8' 14'-3 5/8" 15'-7 5/8" SHERRY a EXT.WALL 2.6 EXT.WALL - DBIL 1 1/2.2 9 1/4'LVL BEAMS(PER SECTION) 3/4-FLLI YYW''OM �3/4'FLLO CHECKED BY: DBL 200 BAND JST. - NASCOR NJ10 JOISTS 016-at. NASCOR HAD JOISTS®,6.0.a 2z4 FLAT - 1•-01/4' -. F I NG J REVISIONS 30'-0- DATE ITEM " 1-22-03 PER REVIEW NASCOR NJIO JOISTS 9 16•o.c. - - tA OF 52'-0" SCALE: ISM ,';R ti: ` , 3/16„-1141 r SHEET NO. JAN 2 8 ZOOS W � O �J � W INDUSTRIES INC. ASSOCIATES, INC. .O.BOX 9000. RTE. 121 ARNOLD • .. ..0.. RNOLD &.ASSOCIATES, C OXFORD,�ME 04270 •. . 1• O. Box 1081 I' TELE: (207) 539-8883 . - FAX: (207)539-4445 Elkhart, IN 46515 Commonwealth of Massachusetts DWG NO v Accredited Evaluation and KIM 2425 .Inspection Agency This document is certified as being in conformance LAYER NAME: ' with Massachusetts State SECTION Codes a d the National e tri al C DATE: AAj 10-11-02 2rta I2•r2 SPF CMM NE o 16 ac(N�12/12 SE00N) _ - •• ° - Date '. 9 2 O�3 y. ' a&1e•-o-a sa auv+TIE a 1B•nc(N SHIM sFc1n,1> j `' - • Approval of this document d es not au horize or approve - any omission or deviation from the equirements of CD applicable Late Law!. 12 o F F ATTIC y U 0 0 1 �9 12 I I . � o q+0 ~o SEE BASE RAFTER &GUSSET DETAIL— ✓� �c�E -� / ^ . 4'-D• 3/4" FLOOR SHEATHING ON PG-3A lJ J NASCOR NJ12 FLOOR J ISTS®12"o.c. IN SHED AREA NASCOR NJ12 FL OISTS®16•o.c. IN ALL OTHER AREA'S as.M-0• 12 Si COLW M o 1B•no O RESILIENT CHA O NEL 9 16•o.c. • - " D-BOX" "E-BOX"" .PANELIZED " 2+4 ed 2.4 wdl - SECTION K ` DRAWN BY: SHERRY EXT,WALL _ 14'-3 5/8" - - _ 15'-7 5/13' DBL 1 1/2•P 9 1/4•LVL,BEANS(PER SECTION) r.w JSHEAI�FIION�G �JSHATTHHIOOR NNG 14-0" ' CHECKED BY: 2.IO BAND JET. - W FLAT NASCOR NJIO JOISTS®16•o.c. NASCOR NJIO JOISTS 0 16'o.c. NASCOR NJ10 JOISTS 0 16•o.c. IE 1.-01/4• .. 00 2 a 6 2 SPF CEILING JOISTS 016•o.c. - - - REVISIONS p 1 - N a DATE ITEM tcMaw +•W "A-BOX" .� GARAGE .o AS R NJ10 STS 16.0. - - - 30'-0' 21'-115/8• � SCALE 3 52'-0 ; r� tr SHEET NO: iS 8�B ,�, JAN 2 8 2003 T. OLD & ASSOCIAM, INC.' k D U S TR I E S INC..- P.O. BOX 9000 RTE. 121 w - P. O. Box ,11081 i� OXFORD..;ME 04270 Elkhart, I `16515 V � TELE: (207)539-8883 FAX: (207)539-4446 y . Cornrnonwealth of Massachusetts Accredited Evaluation and WIG NO: 10-2 3 4• ,0-7 „/,6 Inspection A enC KIM 2425 / _ 9 Y ROOF PANEL 1 Thilsdocument'z t ROOF PANE s certified L ert, 'fled as being SE DORM ER FRAMING ng in conformance SUPPORTED BY FLOOR PANEL 9v �� - with Massachusetts State AYER NAME: ; Codes an the National "SECTION W BELO , FRAMING Ei �c i co ' 2x6x6'-0'COl1AN 0 J — — — — � ATE: - - r ed zr 10-11-02 \dfia, Da e'er JA 2 9 0® 11'-7 13 " ent does not authorize or approve o V3 any omi io or dey qF from the requirements of �DBL 1 1/2'x 14'11LVL BEAMS(PER SECTION applicable t .a.ws. O , FLOOR SHEATHING — w �Q O 1 .c.1 JOISTS® 6 0 1 t6'o.. NASCOR NJ ID JO NASCOR NJ 0 JOISTS® W• SC STS LA ae F 6'-5 3/16' ESILIENT CHANNEL 0 16'.e 6'-0' l NOTE:1HE OVERHANG 014S LOCATION ^ - - - MUST BE 10 7/8'TO MATCH,THE 28' WIDE SECTION. r �) U� �Co 4�� SECTION - G 1'-O 1/2• 0 M ti SECTION - F I 00 L+6 2x4.oll 00 1r-o / W-8'OTADEL - E— 2x4 WALL 13�-7 1 4� 2x6 EXT.WALL .. O) 1 1/2'x 9 1/4'LVL BEAMS(PER SECTION) •a 3/4-FLOOR W SHEATHING � 2x10 BAND JST. 2 x 10 #2 SPF FLOOR JOISTS®16'oxe 'NASCOR NJ10 JOISTS 0 16'0.c. NASCOR NJ1D JOISTS 0 16'o.c. _ 4�T .DRAWN BY: . ' 1-0 1/C • 2x 8 3/4•LEDGER— '' 2x8 RRESTOP. SHERRY 22'-0' 11'-�„ 2 x SPF CEILING JOISTS®16'o.c. (1) 7° x 18°x 22'-0° p CHECKED BY: PARALLAM BEAM SHIPPE 3'-8 3/8" LOOSE, FRAME BEAM s UNDER sEcnoN - c SECTION - B REVISIONS FLOOR SYSTEM TO 1'-10 1/2- `8 rn CLEAR-SPAN GARAGE off - ITEM CANTILEVER BALCONY FRAMING SP C # 02—276 22 03 PER REVIEW + 13'-9 1�4^ SEE SHEET 8-F FOR FRAMING DETAILS ' . (NOTE:SECTION-B WIDTH IN GARAGE AREA'ONCE •� 11'-3 5/8" r NASCOR NJIO JOISTS 0 16'o.c. 4 1/2' 22'-2• M BR GARAGE PANEL HEIGHT BOTTOM OF GARAGE PANELS BUILT EVEN WITH BOT,TO_,0E FLOOR JOISTS. � �.,� �, �� SCALE: „ 3/16 =1 -0 SHEET NO. s� �� x MN 2 8 2601 INDUSTRIES INC. P.O. Box 9000 RTE. 121 OXFORD,ME 04276 TELE: (207) 539-8883 • - - FAX: (207)539-4446 DWG N0. KIM 2425 OLD & "OCIAM, INC. LAYER NAME: 12 P. O.Box 1081 SECTION 7.400 Elkhart, IN 46515 hA �, Commonwealth of Massachusetts DATE: / 10-11-02 Accredited Evaluation and ° M.17 A SP&WMAFfZM IN 2SFDmN) - , - F:'Inspection Agency. .� c - 1.18--o'R W Calm W:0 16'QG(N%n SE") • , �i ThIs document is certified as being in conformance O 12 % with ME+ssachusetts state 12F7 ` 10 1/2" '+a? -'Codes a d the National �-- ��/ off .. • . \ b _ • '�' tr' al o C—) ao y�(L1 Approved BY SE BA RAFTER `�� Dat@ A2 2003 �e(1/ SSET DETAIL- %e ^ i 4-0' 3/4' FLOOR SHEATHING ON PG-3A Approval of this document does not authorize or approve CJ J T—�, 1 2' C� i> any omission or deviation from the requirements of NASCOR NJ12 FLOOR JOISTS ® 2"o.c.IN SHED AREA NASCOR NJ12 FLOOR.JOISJ®16"o.c. IN ALL OTHER AREA'S wr applicable State Laws. O B'-5 1/2' RESIUENT CHANNEL 6 o.c. 30'-0' U D"-BOX .. , , ' , . r r , T 1 „E„_BOX 0 o DRAWN BY: 2x4 wall 2x4 Nall .. , - - SHERRY 14'-3 5/8" 15'-7 5/8" . 4 EXT.WALL y 2x6 EXT.WALL' - . DBL 1 1,2'X 9 1/4'LVL BEAUS(PER.SECTION) - CHECKED BY: - 3/4'BOOR F�3/4'FLOOR SHEATHING - .L SHEATHING DBL 2.10 BAND JSL .NASCOR NJIO JOISTS 0 16'o.c. .. "II YYY NASCOR NJIO JOISTS 0 16•o.c. 2x4.FLAT - 1'-0,/4 REVISIONS . 2 x 6 SPF CEILING JOISTS 0 16' c. ` ^ ` DATE ITEM „C"-BOX - OF G VA Q�1�t� _D F. NASCOR NJ10 JOISTS 016•o.c. 4 1/2''. •'. „' .�� .�4� ��QFA Ci/JT�� 36'-0" S f?t'iAl E SCALE: 3/161,_1,_0„ JAN 2 8 2Q0 • + SHEET NO. " `INDUSTRIES INC. P.O. BOX 9000 RTE.121 • - OXFORD, ME 04270 TELE: (207)..539-8883 .. .. FAX: (207)539-4446 T.R. ARNOLD & ASs®CIATES, INC. DWG NO.' P. O.sox 1081 KIM 2425 Elkhart, IN 46515 . ' Commonwealth of Massachusetts LAYER NAME: - Accredited Evaluation and SECTION Inspection Agency DATE: 24'-8 isdocument'is certified as being in conformance O— "`-OZ ` with Massachusetts State _ Codes and the National 26x6•-0•C°LLAR TIE® Approved By O - Date J 2 2003 �— W oval of this document does not authorize or approve ve any omission or deviation from the requirements of 3'-7 1 4" a " �a 15'-8 3/4" r applicable State Laws. I 1 V J - 4• an 3/4" FLOOR SHEATHING 6'-0" NASCOR NJ12 FLOOR JOISTS 0 12"o.c. IN SHED AREA CD o o DRAWN BY: E"-BOX SHERRY CHECKED BY: i 31C BOOR - - SHEATHING DBL 2x1O BAND JST. - .. NASCOR NJ10 JOISTS 9 16'0:c. VVV NASCOR NJ10 JOISTS 0 16'o.c: 2x4 MT - VI ''-0 1,4. REVISIONS x 6 4 2 SPF MUN9 TS 1 DATE ITEM „A„_BOX J"-ff uO„_BOX W - ea �„9 :�R�1i I -•� PONAL F. a . NASCOR NJ10 JOISTS 0 16•o.a NASCOR'NJ10 JOISTS 0 16•o.c. NASCOR NJ10 JOISTS®16'o.c. 4 1/2" r� V' y��•��'q4� 14'-7 5 8" �oE 13'-7 1 4" '0 15'-7 5/8" 5 44`-0" SCALE: 3/1611_11_01) JAB 2 8 2003 SHEET NO. 8 It. ARNOLDTES INC. o T. D & ASSOC _ aC � OL� G� P. O. Box 1081 INDUSTRIES INC. P.O. BOX 9000 RTE. 121 ' Mhm-t� ILV�7 46515 OXFORD, ME 04270 REFER TO SHEET #8—C FOR SECTIONAL VIEW OF GARAGE MODULE 'FRAMING. (1/29/03 —APG) Commonwealth of Massachusetts TELE: (207) 539-8883 'FAX: (207)539-4446 Accredited Evaluation and REFER TO SHEET #8-C FOR SECTIONAL Inspection Agency DWG NO. VIEW OF GARAGE MODULE FRAMING FOR "G—BOX". Thlsdocumentis certified as being inconformance KIM _2425 with Massachusetts State Codes a d the National ' LAYER NAME: 2l'-11 5/8" a tr' al C d VERS LAM BEAM SHIPPED SECTION PANELIZED FLOOR SECTION E.S. PANELIZED FLOOR SECTION E.S. Approved•By. DOSE FRAME BEAM DATE: 10'-11 13/16" 10'-11 13/16"' , Date 2 9 2003 UNDE SECTION - 'G -1-2903 Approval of this document does not authori e or approFA_00R SYSTEM TO SIMPSON LUS 28 any omission or deviation from the requi ements of CLEAR SPAN GARAGE SIMPSON LUS 28 INSTALL INVERTED FOR UP LIFT INSTALL INVERTED FOR UP LIFT applicable State wK-6" SIMPSON LUS 28 Q rn INSTALL INVERTED FOR UP LIFT CD Ic z 0 CD2" RIP 2X4 TO 2 7 1/4 VERTICLE ® Ua AND SCREW ACCROSS' DRAWN BY: 0 2X8 P.T. JSTS• i Q o. __ ____ ___ ___ ____ ___= ___= X TO SUPPORT 2ND i C-D APG RIM N N FLOOR DECKING 2X(2") LEDGERS 2X(2") LEDGERS _� \ IN RE-TREAT. i CHECKED BY: -) o ; (2) 1.5"X9.25"„1.8E LVL FOR GARAGE ' 9FT DOOR OPENING HEADERS, REVISIONS SIMPSON LUS 210 (DBL) 2X8 P.T. SYP #2 OR BTR�o a/(DBL) 2X8 P.T. SYP #2 oR BTR SIMPSON LUS 210 i 2X6 ETERIOR GARAGE DATE ITEM INT. PER TYP. INT. PER TYP. z i WALL PANELS-@ WEST 1-29-03 PER REVIEW --- --- ---- ---- ---- ELEVATION. ------ - ----- 2X10 SPF #2 2X10 SPF #2 cn `o U j1A OF 2X8 P.T. BLOCKING i �1 C' t 2X8 P.T. BLOCKING WITH 2"X1.5" P.T. LEDGER t Q rNf^ ALD F. t WITH 2"X1.5" P.T. LEDGER ACCROSS TOP ACCROSS TOP N 1S"r'f;1iL ~ µ 5/4" DECKING ON '- .`�� 5/4' DECKING ONCL� �3 BY OTHERS. BY. OTHERS. ® '�SiOEaAt � �� SCALE: \\X _ ------------------- g_� �j 1/2„_1'-0" p ` 7�_TARTERY STARIER7 J N 2 8- 2X8 JOISTS FRAMED ®16" O/C CANTILEVERED OVER GARAGE SHIP .LOOSE P.T. 2X8 SYP #2SHEET NO:16 16 SIMPSON LUS 28 DOOR WALL @ WEST ELEV. AND JOIST HUNG TO PLATE TWO FLOOR PANELS TOGETHER TEPORARY FRAMING FOR TRANSPORT 16" O.C. FRAMING 16" O.C. FRAMING INT. PER TYP: ..'• ONLY TO KEEP FLOOR PANELS SQUARE--- To REAR 2x�o RAIL THAT Is Lac BOLTEo . - ASSEMBLE ON @SET-UP. AFTER STARTER AFTER STARTER USE GALVANIZED HNGRS &NAILS. TO REAR "G-BOX" MODULE THAT IS .AND ALLOW FOR CRANING INTO PLACE. SUPPORTED BY GARAGE GIRDER "BM ID # 2425-SP-J" �_ M SHIP LOOSE P.T. 2X8 SYP #2 SHIP LOOSE P.T. 2X8 SYP #2 ` 8F TYPICAL EACH PANEL. � 12'-0" _ P. O. Box 1081 W Elkhart, IN 46515 IND STRIES INC. _ L [ L P.O. BOX 9000 RTE. 121 Commonwealth of Massachusetts 0 FORD. ME 04270 13--7 1 4'.. - 15'-7 5 8' - J r TE (207)539-8883 Ia d Accredited Evaluation and FA (207)539-4446 It Inspection Agency This document is certified as being in conform=nAWG 0• - M` 2 _ with Massachusetts State KI 425 D.W. -- 3 D CUTbRAWERS ObNN > Codes and the National a Fitt MAP ARM 4Y MAX IENGIN ro % • - trl a C e AYE NAME: I r-- PT sT I Approved -- - ;- ---n / Appro By ti 1PLUMB N v III I r , Date JA 2 2003 D ' - / -__-_ `' _ 1 2" WASH P P V Rf F'LoWr.ment does not authorize or aPP ve — — - I � •.A — E' vrr ATE 10 1�1 02 o' any omission or deviation from the requirements o --- 2,1 WASHE BOX DRAIN applicable State Laws: z / /2" LAV. DRAIN RUN ON SITE BY,OTHERS Q= } OD = 3" STOOL/MAIN VENT o r - / N E = 2" SHOWER DRAIN o x« 2„ * • " ' O ,, •. � F = WASHER BOX DRAIN r--------- ...,.-. E 311 DRAIN DROP R ~ O = P FROM 2ND FLOOR - cry ---- ------- _ 3° DRAIN R OH IN RUN STOP AT KEISE - ----------------- ----- - N ® 2"------ O = KITCHEN DRAIN ------------------ i I III r / = DRAIN DROP FROM 2ND OR �0 o o FLOOR DRAWN BY: WALL MOUNT 3" DRAIN RUN STOP AT KEISER SHERRY APG o / / p Er F CHECKED BY: ------------ 1 1 N O REVISIONS O URUTr NooM. DATE ITEM STUB INTO 2ND FLOOR DEC(BY KDSEIt ..,' KnOM TO Bunn Dukse AND Pua1B� i r 1-22-03 PER REVIEW I I I INTO WASTE AND AIR OAP ON ----------------------------------- FOOT -- PRINT . / I ------------ r . j B2-.BOX �'�i OF� q, Gla''4' �,qai ON I I I I I /j/I t 6D oi'"�_•Yi tp'+L C .. / / ..-ill A-BOX' i, XII I I I / is / B-BOX' /// i i. �✓ ®®.��4�\�4ir SCALE: _ 5/32 - 1 -0 ------------- PANW Ep CABACE JAB 2 2003 SHEET NO. 1 WAILS 9 SOUTH ---------------------------------------j _ P. O. Box lOBl - ��L `INDf TRIES INC. Effc[l� I 46515 P.OX 9000 RIE. 121 Commonwealth of Massachuse S RD, ME 04270 • J J C J TE (207) 539-8883 Accredited Evaluation and 'F (207)539-4446 Inspection Agency n �,µ �hls.document is certified as being in conform OWG A O - as KIM 2425 o.w. :. with M Massachusetts State. ==11MOD Codes and the National ctrical LAVE NAME: I -,----- `o Approved By 1 VENTS J 2 9 003 1 1/2„-L V.. YENTDate DATE I I I I pproval of this document does not authorize or app ® ' 10-11-02 1 /2" V I IFPn7��"' fLiOORion from the requirements o I v CD 1 N T. D' --- applicable State Laws. - i O 2" SHOW`R "61-BOX" I~ � ,• z G) OD = 3 STOOL/MAIN VENT - I I O = 2" WASHER VENT 3" VENT UP TO 2ND FLOOR o ------ ` 1/2„ KIT OG = 1 KITCHEN VENT = 1 1/2" VENT UP TO 2ND FLOOR r I - , 9 -- -- ------- p , w o DRAWN BY: --- �-�-� SHERRY APG ------------, I I = CEILING ACCESS IL CHECKED BY: - - REVISIONS + DATE ITEM II .I r--------------------------------------� • -. ------------' i FOOT PRINT ___-____--__l 1 I "B2-BOX" ,• _ //// r // / �7 /r //r ' .//r////�//�/i� I_ j" i�;;r/ir% �, ©F ,4� g�r.:/ %/i%% .I r/. A-BOX• I I I •- f/////�j C-BOX• E©©(1/ SCALE: AL 5/32 - 1 -0 ------------- °URA SHEET N0. I watts - I I noun+ I 9A L-------------_------------------------J INDUSTR'IESINC. 18',-10 S/B P.O. BOX 9000 RTE. 121_ OXFORD. ME 04270 SYSTEM 2000 FLOOR JOISTS T :. (201) 539-8883, FA FA%:_ (207)539-4446 r DWG NO. 2 WASHER DRAIN. Q� 0 _ " KIM 2425 O 2" WASHER DRIP PAN DRAIN 77 ---------- -------- ------ DROP TO FIRST FLOOR / O 2" DRAIN D � LAYER NAME: l P :; = FIRST 00 Op DRAIN DROP TO F ST FLOOR.. 7. = DRAIN 0 1 1/z" �Av D DATE: ---- L, --- -- ------ -- 4 0 = 3" VENT UP FROM FIRST FLOOR - - 10 11` 02 N G - " DRAIN DROP TO FIRST FL t OR A 3 JL. R.`ARNOLD t7c ASSOClt> > INC .. .. O = 3" STOOL/TUB DRAIN P. O. Box 1081 a O = 1 1/2" LAV, DRAIN Elkhart, IN 46515 O = 1 1/2" LAV. DRAIN Commonwealth of Massac usetts IE- 11'-1113/16 —� 3 = 3" STOOL DRAIN Accredited Evaluation nd' SYSTEM 2000 FLOOR JOISTS O Inspection Agency ; L = 1 1/2" .LAV. DRAIN P 9 cY This document is certified as being in c nformance O = 1 1/2" TUB DRAIN with Massachusetts State O = 3" ATTIC DRAIN DROP Codes. d the National T OO ='1 1/2" TUB DRAIN I ri a)C -=------- -- -------- -- pp = 3" TUB/SHOWER VENT., Approved By 13 "E-BOX ® = 3"DRAIN DROP TO FIRST FL OR Date JAN 2 9 o O = 1 `1/2" VENT'UP FROM FIRS FLO�°proval of this document does not authoriz qDTp(spt(6 BY N any omission or deviation from the requir ants o = t 1/z" VENT �HERR APG a ` applicable State Laws. - P FROM FIRST CHECKED O 1 1/2" VENT U "�L�fl CHE BY: -- ------; ! E © O = 1 1/2" VENT u, REVISIONS I S-10' SHEDROOF ,\\ Q ! ----t -- ------------------ F I ' - ---------------\J ' '' DATE ITEM - 0 PRINT o , I------------------------------------ FOOT "F-BOX" DOWN N _ I 1 U/ r r / i yr//i�/ Ii ®RO? DR i is �. i '� •D-BOX' riij / i 1 ,'n91+� a ��o G-BOX '?s� F �G�� SCALE: „ „ I T atal 5�32. = 1 -0 1 : d i SHED ROOF ,/✓: 'i , PANEIRED C-BOX' F-DOX _ . , � sEcnal 8 SHEET NO. I I Fes---11'-0' WTH I•- -j--------------i. s.. " t 2'-7" 44 —0 INDUSTRIES INC: — — — — — — — — — —�— - — — P.O. BOX 9000 RTE. 121 — — — — - - — _-- OXFORD, ME 04270 - - 23'-5" - 18'-0" TELE: .(207)539-8883CD - . - I -FAX: (207)539-4446 A3624/A3624 A3624/A3624 1'-512 CDDWG N0. BEDROOM 1 CHIMNEY „h1 KIM 2425 FOR DIRECT VENT t4 e I,88' 3'VENT `v GO TO VIEW: � � +0.1 1/2"VENT M O �^ o N 1 1/2"VENT 3VENTS 0—KNEE WALL n FLn LC) i/ tfi'-101 43 VENT o 6-8 I . )K ————————— -------------------------------------------.------------ ^r --- DATE: - L + 3 ATTIC DRAIN DROP= --- B—3"COLLAR TIE HEIGHT Q Q 10-11—O2 . .1 1/2'VENT—_-J L-1 1/2'VENT o r 1Y-10' .M ATTIC - 1 1/2'VENT + 0 I - L 1 2 ' F— O o o Q 30'-1 T. R. ARNOLD & ASSOCIATES, INC. � o—t 1/2'VENT 8'-3"COLLAR TIE HEIGHT P. O. BOX 1081 -------- -------------------------- -A *VENT ' -- =-------------------------1 ---- - - yr-'---- Eltchar¢, IN 46515 DOWN TO L . rT O 2ND FLOOR 2_ Commonwealth of Massachusetts v 2x6 P WnLr-3'VENT K wnu Li Accredited Evaluation and 1= 4'-0„ I „L 3;-6 5/8 Inspection Agency6' 0" This document is certified as bein m conformance with Massachusetts State 24�_8^ I I A3624/A3624 Codes a d the National DRAWN BY: 00 1 I _ o tri al Co SHERRY I 7'-11 1%2" I o—t 1/2'VENT I Approved By 1 �. IIIIII I f� J A 2 9 2003 I — nmI r---- I Date _ CHECKED I I 9 —6" Approval of this document does not authorize or approve - I Ilnll I PULL I I - I ' - f any omission or deviation from the requirements of REVISIONS I I IIIIII ; DOWN I I \ IG i iiiiii I A1nc ; ' I u applicable State Laws. \q! I null I sloes I i 3'VENT —' DATE ITEM SHED R00 �1F 2 VENTS 1 �n u�'�',---_�_1,1 318 rVVV I E ' i1 IIIIII — i - I — — — — — — — — — — — — — — — - — — 4-1 1/2"x14° I nnu I ? 7 I BUMPED UP THROU ATTIC -- IIIIII I n FLOOR unu i r I I unu I I I � I IIIIII I: . • - • �` �' RIDGE LINE < ATTIC STbRAGEw9.p I— — — — — — — — — — —I— — — — I IIIIII I IIIIII I - FJ r IC a ""1 in I IIIIII I •� ; ja. '"• ti 4 I 3 SCALE: / » a u 2 ® 200' JQ1, I null �I I y I IIIII I _ • SHEET N0. / I IIIIII. I 1 unu I 6._0„ I I IIIIII I ,I IIIIII I 6 —5 3/16' I uun A2424 �J - - - - - - - 1- - - '— a°I ' aq P90 INDUSTRIES INC. BOX 9000 RTE. 121 ➢ LEGEND • - -P.O.B OXFORD.ME 04270 CL - .. 7ELE: (207)539-8883 CL= CEILING LINE = DRAIN LINES CONNECTED TO 2ND .FL-OOR rnx: (2°"53s-`.� FL= FLOOR LINE Z RL= ROOF LINE ON SITE BY' OTHERS 0 A I DWG NO. " VTR= VENT THROUGH ROOF Y KIM,2425 D/W_ DISHWASHER - LAV- LAVATORY 0 - VENT LINES CONNECTED TO 2ND FLOOR u LAYER NAME: BT= BATH TUB ON SITE BY OTHERS CL 1 PLUMB , r: FV= 2° BASEMENT FUTURE VENT KS WB= WASHER BOX STAND PIPE _ DATE: SHWR= .SHOWER �� - FIRST FLOOR DRAIN LINES RAN"JO °/W FL z 10-11=02 WP= WHIRLPOOL TUB o BD= BIDET MAIN DRAIN ON SITE BY OTHERS KS= KITCHEN SINK o w CO= CLEAN OUT Z PS= PEDESTAL SINK WC= WATER CLOSET _. WOP= WASHER OVERFLOW PAN sL - .�.®,.... O S.C.= SITE CONNECTION T. P_ & ASSOCIATES, INC. � O. Box 1061 � CL B , IN 46515 CL Commonwealth assachusetts CL. Accredited Evaluat and Inspection Agency k N CL Z DRAWN BY: This document is certified as being ip-con ormance 'SHERRY/LPG C Z N with Massachusetts StaVq SHOWER Z Codes and the National NECKED BY: FL FL o o tri I C ., C;1 WASHER CO Approved By REVISIONS CL z N s . Date N 9 20Q3 D;TE ITEM w� FL Approval of this document does no au orize or approve CL STOOL any omission or deviation from the requirements of o 0 applicable State Laws. CO AE CL � LAV •. _• a. 4-BOX CAPES AND COLONIAI S WITH RAFTER ROOFS CD Z FL ALL PLUMBING BELOW FLOOR LINE OF 1st FLOOR ��_f1 r - �y ��' � 4 TO BE SUPPLED/INSTALLED ON-SITE BY BUILDER. CONNECTION BETWEEN 1st. AND 2nd. FLOORS ON w o = o �, f3i�t4�;i. F. 4-BOX UNITS TO BE COMPLETED ON-SITE BY BUILDER., 3 is sf�J�'1` �+ DWV VENT STACKS ARE TERMINATED IN .THE 2nd SCALE: 'f FLOOR CEILING JOISTS AT FACTORY. THE BUILDER 3�t6 = 1 -0 DO NOT DIRECTLY ,AFL a IS TO SUPPLY / INSTALL ALL ON VENTING AND CONNECT WASHER PAN 3 DASHED LINE PORTION TO BE ;, `� a�° PLUMBING ABOVE THE COMPLETED 2nd FLOOR. SHEET No. DRAIN TO MAIN DRAIN LINE ��_�) A. FURNISHED / INSTALLED ON .� THIS INCLUDES THE VENT THROUGH ROOF. _jFL SITE BY BUILDER. �� D I JAN 2 8-.2Q03 INDUSTRIES INC. ABOVE 2,-0" P.O. BOX 900o RTE. 121 ROOF - OXFORD,ME 04270 RL----- VENT THRU ROOF - TELE: (207)539-8883 BELOW ROOF�y;J . �'_�" FAX: (207)539-4446 _ I ➢ LEGEND DWG4 NO. DASHED LINE PORTION To BE KIM' 2425 CL= CEILING LINE FURNISHED / INSTALLED ON CL FL= FLOOR LINE LAYER NAME: RL= ROOF LINE SITE BY BUILDER. To PROPOSED ATTIC PLUMBING VTR= VENT THROUGH ROOF -' FURNISHED / INSTALLED.ON SITE BY 2PLUMB D/W= DISHWASHER BUILDER. LAV= LAVATORY CAP FOR FUTURE ATTIC PLUMBING N DATE' - BT= BATH TUB IF NOT USED IMMEDIATELY. 10-1:1-02 FV= 2" BASEMENT FUTURE VENT �- WB= WASHER BOX STAND PIPE CL TUB SHWR= SHOWER 1-1/2"LAV. VENT FT t FL WP= WHIRLPOOL TUB TO BE CONNECTED L BD= BIDET TO MAIN VENT BY BUILDER W KS= KITCHEN SINK t t/2" TUB VENT i' r CO= CLEAN OUT CL TO BE CONNECTED I— PS= PEDESTAL SINK 3" STOOL VENT T_0_MAIN_VENT BY BUILDER WC- WATER CLOSET 1-1/2" LAV. VENT TO BE CONNECTED. SHOWER 3" SHOWER/STOOL VENT - TO BE CONNECTED TO MAIN VENT BY BUILDER > o I O V TO BE CONNECTED WOP= WASHER OVERFLOW PAN TO MAIN VENT BY BUILDER -_-' ------ BL O TO MAIN VENT BY BUILDER ----- S.C.= SITE CONNECTION CL CO CL CL Z LAV 1-1/2"LAV. VENT TO BE CONNECTED o TO �. CO TO MAIN VENT BY BUILDER " °� STOOL --,------ . FL . Lav CL srooL \ FL rub JFL DRAWN BY: LAL�j CL SHERRY APG FL J SHOWER STOOL CHECKED BY: — CO T. IL ARNOLD & ASS®CIAM,INC, 1-1/2" LAV. VENT LAV P FL TO BE CONNECTED P. O. Box 1081 TO MAIN VENT BY BUILDER - NS R VI I Elkhart, IN 46515 2" WASHER VENT FL _ DATE ITEM TO BE CONNECTED CL Commonwealth of Massachusetts TO MAIN VENT BY BUILDER Accredited Evaluation and . Z CL ® R Inspection Agency M CAPES AND COI ONIALS WITH RAF,TFR ROOFS This document is certified as being in conformance # CO with Massachusetts State L PLUMBING BELOW FLOOR LINE OF 1st FLOOR Z LAV Codes and the National T BE SUPPLED/INSTALLED ON-SITE'BY BUILDER. C NNECTION BETWEEN 1st: AND 2nd. FLOORS ON trical Co 4 BOX UNITS TO BE COMPLETED ON-SITE BY BUILDER. FL Approved By D V VENT STACKS ARE TERMINATED IN THE 2nd FIDOR CEILING JOISTS AT FACTORY. THE BUILDER DRIP PAN Date JA 9 03 I To SUPPLY INSTALL ALL ON-SITE VENTING AND f3G@�'A@ �=• y�v, ` CO WASHER Approval of this document does not authorize or approvq P MBING ABOVE THE COMPLETED 2nd FLOOR. - FL any omission or deviation from the requirements of T IS INCLUDES'THE VENT THROUGH ROOF. `, ?� '^= °�� CALE: �� 3L applicable State Laws. p^ A�, 4, 3/16"' = DRAIN LINES CONNECTED TO FIRST y - SHEET NO. FLOOR ON SITE BY OTHERS JAN 2 8 2003`. 9 E A.9 B.S oq s-0sm E5 SMOKE DETECTORS REVIEWED O.YK — 5�5VY 717R' T�V3' B'-0GH• T�Vl' I'47M' 9'-034' 9401? 340 VI 2'i 34• AB BUILDING DEPT. DATE j . .. .. .... - - I FIRE DEPARTMENT DATE _ _. §n BOTH SIGNATURES ARE REQUIRED OR PERMITTI! ..... .. .. . ::.. G 4 g s ... 0.......... ......._ CARBON MONO)aDE'ALAAMS MUST BE INSTALLED PER uT a MASSACFIUSETTS BUILDING CODE CONTRACTOR TO Vt i -Y— _ LOCATION OF FII'I@VCE 116 0...._._ _._.. AID Ao,lkr LQ'AnLH ... OF FII7)3IACBAccaavlN6Lr SFJ.SON RCrhk - - - .F KINDOH W TO ALIGN KITH j - - r WIQ.YJW 11D AND 314 . ..._ ......._e; .. .... ...... F ....... .... O ._._ ... ..._ _.. ........ - - 3 ruwvar 119 ro A 6N ra x T ac "NDOW315ABWE S7W .,... TL9 SR..: '. b-0IR' �* I'-0V4' A9/1' 64 V4 .' T-4 V4' �5 .a - Will F _ _ _ .. 1 I f 1 1P HALL .�: 4 , .. 16 W S 4i - - W:. ,..... — � i illil 1O - I IN_ __ .. ....... IOTA N x;. : _. 5 06 O ..... O b s � $ $I - I - -H - - ii4nL roT i6 r e 'Eo _------------------------------ _ .....- 6.5 .. - S q . A+ - EiDRNF11 DEV. ^^ff MIT - - ....... _ ...'.._. ......__ .. ..._.. ..._. . ..... -GENEAL REQUIREMENT5: 01 j R w4 w I. ALL DIMENSIONS ARE TO FADE OF STUD UM.CSs INDICATED OT/✓LRNIISE. S3 VI II'-2 V1. B40 VY �c 53 V1 I P4 TT3' 3'-034' 54017 9140IQ' 7-034' J 2. ALL HEM KHMONS NOTED ON PLANS SHALL BE EAGLE ALUMINM CUD UNIT5(OR EOIIAW. 6-D B. ALL EXTERIOR WALL FRAMINS SHALL EE 3 X 6 GONSTR TION•M' m ALL INTERIOR KILL FRAMING SHALL BE]X 4 C4iNSTI34TI0N U S'-0SY NLESS w OTHERWLE NOTED. I ' 4. ALL WORK SHALL COMPLY WITH THE MASSAGMI.aE1T5 STATE BUILDING CODE,7b0 G4R 1 I CHAPTER 56-ONE AND,TWO FAMILY OF6LLIN6 CODE,ALL MINICIPALTY ORDINANCES AND BY4,AM. /� 5. ALL WOR104AN_HIP AI.OI D SULLDINS MATERIAL+SHALL MEET OR EXCEED RECCKNIIFD INDUSTRY O 1(\� - STAlmARD5 FOR EA APPLICABLE TRADE . 6. REFER TO OTHER ORAWIN65 AS PART OF THIS SET FOR MORE DETAILED REOIIIRET>Bfl`- C p G C p A . REbMDIN5 BUILDING MATMALS,FOIAQJAnON5 AND STRLCTIRAL DEV6N CRITERIA. 1 I RST I' L OOR PLAN SCALE. ISIa 5.F-TOTAL,(LIVIN&5F'ACE INCL.S 55ASON ROOt-0 TIE SMOKEDx4xE xsrDEzvcE 7. REWIFi DETECTOR 7150 0-ONS HAVE B®/51 ROT-T ON PLANS TO COMPLY WITH THEE -.-.-. _ ..._._.. :... _ESIGHER4-Ib 5.F.TOTAL(6ARA6E) REmiRH4Bli5 OF l80 GMR 960TH -FIRE PRHAL PLAT SYSTEMS RT'I Ol THE INTENANC III2 CiLttG� `I) (.fl R�4D BEARS NO REO=TH S1 FOR TIE DE516H,FINAL PIX.B•1BIT.OPERATON OR MAINTENANCE 1489 S.F.TOTAL fbErilC'J) FRaCEDI>RFs aF THE Hlou.,a1DLD FIRE wnHa4lNs srsTe4. _ - C,MERMLE JUMSACMISE 5 I SMOKE DETECTOR HEAT DETECTOR ITtVLNLi UAUPfIWA15-ilRCF7f7EClTlRAL DESICiJFR PERMIT SET 08-20-07x A-1 mUf IA . 04- PGL.AH'tiRr PR:O\5�+._'T 5OB-7t6-9327 . l • 1 h� 85 05 B.q G.S - D.I ( E ) O A.9 B 5 �.9 G.5 D.I O I e B 2eawe I WA$ro• T-4 VY B'd S'D' T VY 'W b'-1 BAG• 216 215 214 2B --- -- .._. .._. ...._ -.. ....... :.._ .. _ ...... - - O 2n _._ ❑ v - r I C4ALL 4 SITPNS AREA I IPA YY• ! _ 2 ......... ... ........ ..t ;...... ._...._ ....... 5.. .. ' o o \ j F DESK/ �I.OLA .. . ,STAIR ACGEG ...DECK FN TO TOI TO T .. ! 1 St ROOF OF" - LOCATION Alm INSTALLATION a a BAn B- -y P > - ❑ At" O .. ^� 21D WNDOYI 216 TO At YUTH RI Fi ..LIBRARY 6 WNOOW 216 ro Au6N reTN _ Ylll O 914 ABOVE MID O6 B80N 2B m ,n 5 4'-0U4 -f¢� .: ` T Y6DB15PATPtX.KFT !L.✓' a.._ AS RWI _s 0 E � j0 F 3MR OF re _ , TYR T �.;... ..... 219 I � Y Y'KIOD LIN55 ........ ._ ......... _ — _.. .. a _ _ .... ..... tp 0........ _.. .... M a q- ,. .. �- ix c �An.. y, ra• zi yr s'-a v6• Q'•TM - - - I s i A ram_ .... . .... _ r I e O ❑— ' z� - I I 'a - ._..- ... _ I I 4 ' VC@LIN6 a4 V0 - -1 BLLIARDTABE1 4... . 9Vli. 32 _.._....I ..... ....... _ 6.5 s { ..1 I ( '^ • -MILT-IN SlElF TO CONCEA.FLOOR -`r I''-7 V2' - � SLOPE STAIR CL D6L r PROVtPE 'SPD - OFFICE �� N ATATDWR6• FAHLY ROOMROO O I Q 0......... ._.._..�. .__ 4 ! .-._.........,.._. _ —.._. ....,.�._ .... - __�`{ r_ ... ..� ._..._ .......... O _ ..._ .6TDRA6ENil A � � j I ..I 6491D' D4• < i •� F I:'.e ��r $VP ....... ... ...5 - ....___ STUD .......,....... 1 AA " _ ........ P ... ___. ......_.. - ❑ r El i7t y I I DN , a �.. Q Na1ER I ! I - I 4 ry 8 l p2 pp � 4 24VY 44VL' S I6'aovr i s-0vr GENERAL REQUIREMEN-I.5: a-0• 1xavb• TAsrb• TAS9• 5-�w• rcl 1 54-0• I. ALL DUaGIONS ARE TO FACE OF STUD UNIL55 INDICATED OTHERWISE. 55'O ' '2.,ALL NEi4 WINDOWS NOTED ON PLANS SHALL BE EAGLE ALUMINIM CLAD UNITS(OR EMAU. - . S. ALL EXTERIOR WALL_FRAMING SHALL BE 2 X 6 CONSTRIZTION . AND ALL INTERIOR WALL FRAMING SHALL BE 2 X 4 COIGTRUCTION I/HLCS5 OTHERYUSE NOTED. O 4. ALL PTEWORK:SHALL COMPLY WITH THE MA SACH15ETF'STATE EAIILDING CODE•960 CMR O O �� CHAR 96-ONE AND T140 FAMILY DVELLINS CODE•ALL MMICIPALITY ORDINANCES AND EN-LAIY. SECOND FLOOR PLAN S. ALLCtARV5KSR AND auUCA MATERIALS SHALL MEET OREXL®RrsoGN1�INWSTRY ATTIC / STORAGE / OFFICE PLAN STANDARDS FOR EACH IWI LLCAI'L..E TRADE SCALE. 1/4•. V O" 1602 S.F.TOTAL(LIVING SPACFJ 6. REFER TO OTTER DRAYUN65 AS PART OF THIS SET FOR MORE DETAILED RCQJIREHEtA`- 5CAL-ALE, 1/4". V-O' 1049 S.F.TOTAL(65%OF SECOND FLOOR) 5TT S.F.TOTAL(DECKS) REGARDING BUILDING MAT73RIAL5,FWYd2ATION5 Alm SPa1ClURAL D(516N CRIPERIA T. SMOKE DETECTOR LOCATIONS HAVE BEEN SHOWN ON THE PLANS TO COMPLY WITH THEPZGUIR A r`!A�Vr RESIDENCE - • EEAFZS SO R`- OI TBO O•R2 9609.1E-PRE PROTECTION P ON SYSTEMS. HOYEVEO THE DESIGNER THE Dt�[it VC+t\LIJIDEN�E . BEARS ND RES OF:7 O 011 FOR THE DESIGN,FINAL TION SYSTEMS. S. HOPION R, MAINTENANCE . PROCEDURES OF THE HOUSEHOLD FIRE WAWIING SYSTEM .. SMOKE DETECTORGF A�WGMU BrACH ROAD ��/ EC - - • HEAT DETECTOR MTS nbnrn Tz:'. u�.FED 6-=f.eF:v.EKSIN:=R - PERMIT SET'0&20-07 03DY �w R�^sc A Lzrvrxnruurre7rws-nrtcxlxgc�TuctER CB-K>LT FEawr�T A-� - c4;sm :R::::LnaxY :.INs ss sw�-iza-a.5v - - OcnR i varmar TFAD _ . atv..�a•-eva -------'---'-'- - - --'---------------------- -'- ---'--'- —- 2 AR XovSi�i 5TRAPM 7 r iz5 - NAR:E 80 IK- - 3 C -- UM W DON SYSTEMSUBSLL . rop oP TNmO PlcnR acrLooR S :.: .: _ I' _ I., I 1 HXK ILS AND T 1 _ f I 1 .EY.:1541 VD' I •, : - D001R SYSTEM - 4 1.T Q AD 'Ell s np 0 M-11 6 13fUfX wsalxr uxraffY - I _ 1 C I ASPHALT FOOF WIMLB, TGYOF 5EZO FLoO WnZOR.-'--'-'--'--- ---------'-'---'----- --'------ E LY.•9'-0-0.5/0'--- --7CLLMINN 61RTEt AND . - - - fLANUD/HALL SHM6L6 DOYfCPOIT SYSTEM DOOR/YMiNO�W fEM - - OVER I z S PAINTED FASCIA ELEV..VAO VS' --.--. NAMtAL FIW144lC6ANf POSTS TN7V GABLE RAIL SYSTEM . - "OAM PR1CIN5 OPfbN FOR ..I _ FAINTED ODOR OASIN65 N y ' 'lOOOl �SYSTEMOVER TTP) ..(C.A) _ I� ® - t . 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' � � dE✓.a IT4 B/4' .—.—"—'———————.——.——— —.——---�..——.— I T` L .� L '• .— OJER I X B PAIM®FA A + 7 PAIMEo voOR cASIw6s uv slMu T - .. �. I iCam.:,'-7 ..i. anD woR SYSTEM 2. ILA . - TOP OF SMO RO SAWLOOR —.—.— t J Jl .2. — • I ! 1 1 • - woR i wNlwlr IaEAD ' ;- SwIN51E carascs " AIL • ti 1 L. Mtl I". T 7.; . _ r:i_ ns u4 ns 116 uT TOP OF FIRST FILYXi.SLWLCOR m".-O'a1w.4T— i.—— . 12 LONG X 6'wDE - , S T E L E V A T I O N SCALE, 1/4•n 1'- ' aXaeLwrmarr ... - NWEIEV..34'-0V4' .—.—.—.—.—.—.—.—.—.—.—_.—.—.—.—.--.—.—.— .—.---.—._ .: .-,. 31O 911 90 9B 1 ASP�LTFOOF SF9WSIP' Alhjor OF TwIROFlOOR91BFl.00R .—. .—.—.—.—.—.—..--"— —"---,—,—' ! >� 1%B OVER I%B PAINTED a"..rT_994T' —.— —.—.—.—.—.—.—.——.—.————— —— —.�:.—.—.—.—.—.— —.—.—.—.—.— ..—._.—.— —.— woRLwra�rr llE_.———............---'—'-------------"--------------— —— ——— - - PNN=wr®ow OASMs AIm%MU UM wNfXJY15r5TE14 . wTw GABLE RALLSY5TB4 _ I _ M+awoE PRIOIN6 cPna+FOR ']I:i _.s:L4L..1r_'x'-f .'T.I`.'1':_l,`::lU 11;1:]" """C_1.I"`:l'r:-_7.�:�f7'..';`•I:`.JZ`: t Tf . . mI BALU-TER sY5TEK TTP1 TOP OF SFf.Olm FLOOR ..I.!:.,.« ELW.-a'45/B'— .—.—.—.—.—.—.—.—.-- —.—.—.—.—.—. N4P16UTI@2 DOPMAO 51'5TEM OVHt.1 X B PAINTED FA50A �Doo,R1lvrtmow NEAR.— aEv..6'-IOIQ• - IEAVE SwiHSLE COWSLS . DECK SYST84 TOP.OF FMT FLOOR gsicoo .—, .. - XiMl A EEAl EXv...o'a 2f-a.aT — , i l el i il! I. i I:! THE DRAKE RESIDENCE lit 1112CRAIGVHZ1:11F MMAD CEINTMM.E,WSSACHM-TT S . .:8-iTi, Rc'!.,'t.'15 YiZ STwxrR,ti ?G;R . :G•r1-•:: L�F+L¢F.^•3LTB A� ,�VIN D.LLIUPHIIVALS_ARC7iFlELTl7RAL 17ESfGAiFR � - N O R T I-f E L E V A T 1 O N �� a4r�* LS sehvmrrt nL+ E;GALE, 114`. 1'-0' PERMIT SET OS-20-07 D4.,ro, .«h-l.e`SNAFi�FR1.',Y55£' �DB. .g. T . I I' I STRzTUAL RIO&E BEAM REFBt TO 5-PLAJL^. I I TTPILAL DOW43t ASSB431.Y • O R-3 T 6 CAX PL BATT SIEATNX6 - ..� l Rao F�6LM41'An PFiIAnQI `Y S i.f ,{ 9W FELT BUILDUK PAPER XN6 I I 7 ASRULT ROOF S LE5 PROVIDE 6FAATTCN BAM.ES AS REWFW Y •. Y..... a4` I X 5 OVER I X 6 PAINTED FA C4A BOARD I X 5 OVER t X 6 PAINTED RAKE _ p i X PANTED SOFFIT rm CON ma*SOFFIT 4 vm 1 X PANTED FRETP BOARD OVER 1 X SOCKING - - CLAD MImO1YSYSn54 I I g. cLAD MVI�OYI SYSTEMI I Q FINSH FLOORl116-REFER TO S IFICAnOWi 3E r I - ' • I- S 5/W Ttb PLYWOOD 51"1QOR :P PFONDE IY+L 9.95UL - j12 - FLOOR•l rm( TO FHAMM6 FLN6) I,�• - P , I soum ATTENAnN6 SAn ItEu.AnoN ----- --— �t - _- ELEV.=I1'4 5/4'- --- t ___ _i._ }'Y T ..�..r ) SYSTEM.TYPICAL AI✓D DOWISPM N�iF ALIbN DOOR Mm FL K FUI6Y)Y6 AT I -: LOWVON ATL6WRfEAD1®6M AS SFtlM� - - -- --- - .---------I-' - -' -/' ---- I - ------'- ----------- CLAD DOOR SYSTEM - I y ' CLAD KNDOW SYSTEM NATURAL FWAV44 6ANY POSTS W71f1 - C,1EQE RALL SYSTEM "OVVE Ma"OPTION FOR YIOOD BAUST se SYSTEM,TYF) U ING AREA -- —}-- a BEDROOM 2 4 s TYPV-AL EXTB3 MR WUL ASSEMBLY --- -- ]X 5 a16 OL. - VT wx PLYFWD WVL 51EATH45 % --- -T-- . ! FINISH FL�R6�-R138t TO EPFLIFICAn016 R�4 FI�+6LPu5 BATi R6UV.nON w FELT BNLDIN6 PAPER fROVIGE FBBRAIB Q r-0 �VI SSTYSS1iBBA•1 OOVJHHtt 9P/.T4.'SGLDE-%EP HE a /� fi i �/ II PL{I y�S${OYJft ____ __1�II __ _ M1E CDR SHN58(S TYV 5/4'T!b FLYWO 51EATYN6W PLAWFLoot ATI@LAn 6 BAn MSlAl10NMTH RAM ANY DFLG 9.41 MR llr&AI6 BATT 1191LATIM _( y -_ _ __ ,TOP OF.SECOV R.WR W3R4OR - - NIg10R RAILING POSTS r i /. TO ROOF FRN9t16 k. ''T 3� ? ii.Y ♦t..A_/_J�.Y_� i1-..Yi_i1 /�_.._ Y-�` __ _ _ ,Y Y )\_ S� \ Y �C Y -Y_T•_ Y ��_ �•`' �_'£_Y_ _ NO 54' :E' PROVIDE ALR-AU 4 PROVIDE PAINTEV I X 5 DOOR AbO KWOFL CASINGS,TYP - ---- - - SYSTEM - ---- - -) -----'--�---'-------_ _- _L_. FL 00." ,YCIIDON IFM .--"-'-- PP,7,WE I X PNNTED SOFFIT I - ` MYTH CONRNAO S SOFFIT VENT . PROVIDE 5/6'TYPE'X'nzE ATED GLAD PoNOOYI SYSTEM DOOR M x PNNF®6AFA6E I 'I caumsN6! 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F.' 1112 CMU r��1 E WACA RQ0 ... 6VM GARAGE FLOOR SYSTE,NEK FQRYJATWN COMVNBnS SHALL BE SUED BY A STFNOTIRLAL EfL411L53t BUILENNr-7 SECTION !�—f�a - 4. rr 19 ASS*W THAT ALL FLLVR UBtATIO IS ON0.1AIN6 6AWE RMW ARE AWVE ENE ROM 13EVA7nON m".•IId) SSGAI_E: In"e 1'-O' CEN7MVW,11 SSAC 1C..&TIS .L Ti, K'I.:.:Mi PLC`..FX•T,N.Y G'YraEF.R - PERMIT"SET 08-20-07 S �ALRE Aj WU.�A�r _.lrFcMA F O ,-- F T 5E-T []�,� &1NDWILl{(�L 04iSCT P4iJ..:.:NYaY FRI'N9 Sv F SD8-728-9927 2 ............: ROOF DECK/raDows IVLK ; RffB2 TO S-PL.Aa FOR 6 TYRCN.ROOF A%B BLY FRAMMS DETA45 siROl1U1 RiD6E BEAR TO - TO SfLAFEi ! S/B'T!6 WX PLYI'IOOD NEATHMS RBBL TO EXTELt10R ELFATIONS - R-30 FEERN-NSS eAR RCIAATN FOR LOCATION FELT EKJQM b FAFER CONTRACTOR TO FRPAOE YV.IEf WtOOF I ..., ... 1 /uRMLT ROOF SNItS ROOF SYSTEM TO ALC✓Pi PARTIALLY •...._. .. RBCESEfD ROOF 1 F'K �/ Y T �. .'. x .%. .Y. 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X l.: r z .:i.7`. l J. ..'i).,..1. . I . ——.————'——'——'—'——'—'— —"—— ————'—— POOR L6-wi 1EAD. - - - ------ ------ --� T- i - S i - I PFOJIDE 5/B' 'X.FIFEifAT1P - CLAD KN SYSTEM 6YFaM KA L BOARD AT GARAGE s g I LIVING AREA I 4 < I cM NGAm TYPCAL 1 2-GARIGARAGE o FINISH FLOOMNS-REFER TO SFEMCATIONS T46 PLYFOOD SI,1 FLOOR -:� FLOOR"Sr.IR9St TO FRAMING FlN6) R-M WR FlBER6LAYa BAR IN V-ATON G'}J� " REFER TO FRAMNG FIRST 'ReF OOR , —.——.ANa FAt'DECK ———.— _ TELEV. — FRAWNG ) x '. 4 1 „, f x 1 „; x , X, ).. ,{ Iz X ). , k l ) , _ - V - -.x. ,�Y , )• Y). Yr: �, Y�7, •.Y \/, �X ;.Y } �Y: `! ,{ . ,) .7. .Y \Y,. _...— ——.—.— TEMP/. �OP OF ENSTRe,C�QL')At"IE FOR CAI SIB,TTPTTP PRECAST FPESTRE56ED Ig10MCOfrE GONGREIE F'OOTI�(REFER 0 Fim PLNU I LDGAl10(G MD!i1lE'a M 6�5T51@i- CONCRETE FLAK FLOOR SYSTEM IWNIMM BEARINS PLATFORM OF S V4 X.129 p� EL'TO 27 CONCRETE - SLAB 1. CONTRACTOR TO VELtIK ALL EXISTING FOXWATION LOFTi0I8(5 W-WOMS CO WM F1 /� . - MO P GNUS FOR IOCAT10F6,CaVIBONS,CONNIZTla6 M B�QE r BE6IN5. ; THE DRAIVr RESIDENCE 2.EJOSTW FOLOOATM FESE VM6Nm BY OTHERS OIM(3L IS RESFOhSM.E FOR PROVTDMS DRAFCNN' FOR COORVIVA FOUNTH T Alm FLOOD S. SI.PFGRf STSTBf TO STRICiLRAL EN6N(H3t FOR VEPoFICABOFI - .. AMID COORDINATION 1CTN IIG�DRA19N65. 1I12 CAUGYILLIEE BFAt;H RaAD CFhTEFtV1 . 9.��AMiFr�i10 cALL TrE.C�TIitAL CQPOI@f�rs�MUJm�M6 emir Fa�iIMIYTEv ro�.nls�R�ER9�s, �IEADEr:s G �' � � � .. a+.s.,t�fASSAC�ItTSL•7TS - 61Ri4,6AfA6E FLOOR SYSTEM,NEIY FOLMATION COH"ofR SMALL BE SUED BY A STIWTURAL BWM3,- E3U I LD I NG SECTION B—B 4. fr 5 AS9R®THAT ALL FLOOR ELEVATIONS Mr4LVM6 6ARA6E ROOK)ARE ABOVE BASE ROOD ELEVATION*3XV..Ha) SCALE. 1/2"s V-0. - (�''"VT R/��/�/(/r�'j]�T C R .(/�/nj 7 :.t!T.^ N_•f.:.iA�S FF3:5�..",LTJLti.�:fE.?_R PERMIT I it 1 1V��OV�L.iV�O/ :J6i^•. yaT4 L RCVTtGa A_6 fiPVIN D.uiUPHIlYAIS-.41F77'IS(:It7RAL DYSICNFR - SAADWICR.MA (>4K30T P—ZL;-Y A FRICiNS YS SOB.T18A327 L D-i E F TYPICAL ROOF . 99'T F 6 LD%FLYMO0 SIEATI N6 RAO FIBER6LASS BATT IIt7lA 11 10D 5O FELT 9RR PAPEL ASPI*LT ROOF 5HNM-M . I I TYPICAL Ek7MO t PULL AY8-6LY I a 'fir— • Vr CDX F LYH00D HALL SFffATHI�K R-M FMI116LA55 BAIT R£4A, - .. I5a FELT MUD%PMEL • MTE OWAR SHIN�L�Iti'TYU I I _ LOOR LYVIOCYI IFJD ELEJ.v 2W 1/4' —.---.---------.—---—.—.—.—.—.—. ALUMrA "J PROVIDE YRC SUBSILL I - - I i I AD OWbW SYSTEM Tmz& 000R'i AT ROOF DELK RAISED 6'OR ROOF REWIRED i I I%PARII®SOFFIT IIIIN COMMAS 50Rit I . a .ro RAISED 60E ROOF EWI 1EI6HT I XFF . - AIm ORHIII/'fiE PIrcH . I X PALN1'ED FRIEZE BO/dm OVEL I X BLOGKRG TIPIG/J.ROOF OFLK A55EME.Y - I I _3 X RIPPED P.T.SLEEPERS FH•ER/JE ROOHN6 SYSTEM -S/W PLYPOW DECK SIEATNPYS ROOF/PFLK.GISTS IRS TO RIAMIIYa RAW - - . ' GLAD DOOR SYSTEM I PITOED A'PER FOOT FOR DRAINAGE GLAD JOISTS(TO ACaM LIT lM FINISH CZU%) -CaU%FINSH OvBt I X S STRAPPING NATIFLV.FlWT0w06ANY POSTS/VTH , • - CABLE RAIL STSTE4 vi D BAUSnR 5 TEf'(,TIP) - TOP aF SECOIm FLOOR B.ERlOOR - .——.— . 7Yx ) .i .. ;(.S�" PROJIDE ALIAAIHM 6Uff6t AW WMFEPQ/f SYSTEM ' —'—---—.--- --'——'——'——'———'— — —.——— . I CLAD KWOH SYSTEM 3 SEASON ROOM _ - - s CIAD Dom SYSTEM f . NATURAL FIRA{NIO6ANY FOSTS I'm P DEPERAtm BAH ELEJATIOK TO - CAffiF RAIL IG1145 ALL GRA IYSTI W"FOR 4 VERB®N FIELD BY COHTRAGTOR BEFORE III I. T'L00D BMI/lHt SY51E{TYPI C4261TWTION OE6M OP OF FIRST FIDOR".ICI—OO—R ... ———.— REFER TO FRMIIN6 PLAKa ` FOR DECK FRAMN6 SYSTL3I ,x, .{.. c X k ,, t� ! ,` Y! I iw cf e�IB14 .4 f I ... .. ...x.. ._ x .....x k._'- .......x._T'.....?.. �" t. .t.. � ———'— ... ...----- I ELEV.•40 Va'rB.4� T TGP OF E%ISTtw co1r�E1e RIER —.——— 1------------------� EXIST1%F ATM AID YIOOD6IRTSYSTEM- VERIFY LOCAT1016 Aim SIB IN FIELD 1. ClOWrRArTCR TO YSIIFT'ALL E✓dSTW FCTRmAT10N Ur401@M PL'L=D COHCREIE PIERS I I I THE DLVS(E RESIDENCE i CE . .NO WOOD 66OS FOR LOCATIOWE COFmRIOH-C*II4EG p G ETC.WORE HOW HEIRS. 1 EASTIN6 FOLWATbN9 MERE D61CA®BY OnIERS a*lER Is RESPONSIBLE FOR FR0VW**DRAHMSs _...-• ...._ - - .. 1112 CRA(Y(�W-.,.E 1M(W RaW AM RGTALLW C40 MTM Km�VR AH65 sFPORT S'sTL31 TO sTTdL;TLR/1 EVY.@®L FOR VHLffILATION CfNTZv11]•F A OPCER TO iMVE ALL ARCLLTECTTRAL DRAYLNSs REV®'®AND AFPROaI3)BY A STFE.OIUFAL E45REEt BEFORE - OWWQL6 ANT'MOM ALL STFIrARAL COWCHEI Fi PCUAPK BLOT NOT LIMITED TO X67%RAFTER.GAFF.HEAPERS i,t TC, !C 1::.'fFi f4 S'*E.G1'Jtti f1J6:tE=R - 6",6ARA6E FLOOR MTEK HEM FARDAIION WwaOITS%ALL eE SI=BY A ST WTLR&04SOOM BUILDING SECT I aN G—G � x.c,,.n v.,�.L RL,�� 'D•'U.navrxnwrs.,ttLcxngcnx�L.sL tmuct„s. 4. IT S ABPIF'®THAT ALL FLOM E.EVATMKa(1NY.LMW 6ARA6E FLOOR)AM M04 BASE HOOD EPVATION MMY•Bd) Si ALE• 4 2"e.I'-0. - PERMIT SET 08—ZO-07 �- , T=�. A-' �vT�f.MA . . O?tSCI 4:.:!!iIURY PRICrNU'SF' 508-726.9327 . - � AQ.G BQ.5 4....... B.q G�S DQ.I QE l ) - • 0 ;D . ''�i - I • GORfRIGTOR TO VStIFY. I I 'I �`' OBJ1L3tL116 TO Y LG-ATIDN FOOTIRS, - SIZE OFH 1 LE L - i v _ -- --' - a I I I s 0- - - — - - - — — = — �- - — —a .— T i ; -runti�e ,T.F3L-ai�lavu•vL TOP OF' fFLPR TO C�AAM� TOP OF pIL3t5(VJF) I' — �N O MASS r i r --- ------ o�� 6.5 Or 6-%W PfSY./5T - - MICHELE yc, -- -- OR 46 FSF) - N0.34774 - H STRUCTURAL RAW AMONTC8 B'TO'' A DOW TO 6RADE i T 1®fJAL ABOVE TO W TO FLAW n,^WR TOF OF To r , r1 , r r , TOP OF JF) ��r ' ' J _ w (� � r r ' '; ' 7 8 _ rr- ____________________________________ I I I j MICHELE CUDILO, P.E. 123 COTTC N%'(OD LANE A. OB B.b O D CENW-kWLE,M.ISSAC7ft15ETTS 026321979 .508-771-7601 41.-W - i laa' 17-7 58' PA 52' la0 9A6' Ti 316' o AS EMT Pm To THE DRAIfE RESIDENCE 11121]"GYIIIB BFACH ROAD FOUNDATION .PIER"AND BF-AM PLAN CLVTER!/=MAECHEIUM 1: SCALE. 1/4'a 1--O" - 2E.^.�iiL^6 PE4 STR`w"T;RA.=46l�PERMIT SET 08—ZD-07 ,4r �_,gcw,W. R -Kq-F.: SA.YDwFCH,W. . - O<-IYO' "S;L-.:`E\hz'!gVGE?:6 7e' SO&791t9327 I iL1 SHEAT RING,..-_ - FASTEN TO ALL 'I FRAMING COMPONENTS FLOORBEAM 'rt FLOORBEAM pRGy7.- e'1' DWG. - I �I I E. FOR POSITION i- WID^WS `7VA Lk I PER PLAN PER PLAN ' FIRST FLOOR EL. 74.2 I I w E cKla4�f;H.Gt; \2-D _ RAID P.T. 4 X. 4 POST i i, I .101575 W/ SIMPSON h:`>-- ` r2Y P.T 2 x li- (,�(Y% DN. (I YP. 4, A; W/ Bd NAILS AT.EACH JOIST W., REO'D Tp BEAR DOUBLE'RIM JO157 ® GABLE ENDS- '7 �— .1 -- ON R11F(f,('SSIMPSON HDSA w/(2) - I - SI PSON'HD5A W/2 - - -t F '1/2 DIAM iHRU-BOLTS STEED DIAM. THRU BOLTS /STEEL = _ l � I'm T� TU PIER EL `.;S-y��. _ I ---'' __...- .. ._. ...__ _._____ ._ _- PLATE PLATE i 2 Yi 1 Q J <J J 'II � L 1� I 1 ` „ raM,:iIMPSON H2.5.0 AIL '.I Y :v JO`T TO BEA 19 I i (1) 3/4" DIAM. A325 - CONNECTIONS (TYP.) 1 3 4" OIAM. A325 ANCHOR,BOLTS I yam„ ANCHOR BOLTS 'YN t 3 3.. 1 ry I �1 .3•' N f� (( ,onl 4-NI VERT P.T.2 t ;g• L.1'y� �hT'{•f��F ar4F :i II II I ___ A=- RAI' - gklk i 4t' N,GRACE EL = 108 MAY', EL. I b �. I -- E ......_.-. --- -;..:�- WIDOWS WALK FRAMING PLAN �r °%(,w P eT 7 1/2" CLEAR �I � I I t 1/2" CLEAR #3 TIES 012" O.C.- �—#3 TIES ®12 O C.. ,, Y� s y I: ryc C 1 O SQUARE CONCRETE PIER �k`.. '•..T /6�'9 • ,. 12•' SQUARE CONCRETE PIER ,�'x 'x l' FOOTING - ,e'T✓x:. W/ 3-yb. E.W.. B0T7. C RAIL BY OTHERS 2' 6' x I.-0.. FOOTING _ .-....__.. ..... W/ 3-NS 0n1 U.,BOTT. x t jj s �3`CIEAR—� .f- 'T �•'E% i- 3" CLEAR L - t �lv.-{r 1 3 r I P.T. 2 x 2 16' D.C. '.2; PC2*. r I " V-15 1 -_3_-0" (TYP.).' -4 * CONTINUOUS FOOTINGS TO BE > I U.D.N. ER PLAN 1 .ROOF MEMBRANE EPDM ptJ d:4' �t � I SOILS.* - WITH p SPACERS, S_ i 'r*• PLACED ON UNDISTURBED SOILS: PLYWOOD, ATTACHED TO JOIST !t a 1 4 T, h I DRAIN,SP j SLOPE I'f• 1 12" CONC. _ PIER TYPICAC_EXTERIOR FOOTING DETAIL P"" TY P 1 C A L ---—---------G -- — --=— -- ---- INTERtOR�00T1NG—DETAIL NOT TO SCALE - hl N07_TO,SC.ALE .__. 1.... 4kp 4( PLAN) KAFTeI- :I r � 4h`J i 1 I - •.TO SECOND FLOOR DECK F i U.C, W/MEMBRANE ROOF . _ ,. AA. - >�'� _WIDOWS WALK FRAMING SECTION I ,'i3�1t L a, 1 } ` %T 616 POST T HF 'Ir ..MI Ih1Ur L I/2' ❑ 7 ;P a - R-AL cOP i FLS� vi'fih:1 f :t PROVIDE RA: MIt•:_ NAIL I.JG i..JN iGURAT ❑N AS REQUIRE_ - - 'DESIGN BY UTHERS CYWtO saJYPIUCTURAL 27 MIN - Y. !U ® 16.. �--, F p�-/ /- ��I �.IM•> ,.t,_; _ 4c�n W - I (2) 1/2..0 n(Ru-Bolt' rl •� I W WAfH[PS.aT ALL - I• -.. I 1(iRIJW�i-1 ,V.f. "\ `'� J L �I:, CONTAC75 2" MIN. L I j II. UrY 1 i I I I ��-. (1-J � � c i OS/27/0. vl I T '�y, Ea ;,wy,.I ? SMt ti 5 I; rl :.•Xr ''�� G III n \ I\ \.� .,. aRauF In o- /<� of ---" �. �— ntI2tf,q}.yrl .IY 2S3( 1'', irT,avF d i I I .'li ,. \�� II I I \�� 0 I--� ✓'�'"rJ - NO. - L__— ____--_--- —'.....- kj{171:I��IJN 4 PROPOSED FLOOD FOUNDATION DETAILS,' 'TITLE_ _ �\ l / WIDOWS WALK.FRAMING DETAILS n 'rx v!i S tit .j \ \ ; 7 �� RaJEi.r� Pro�osed Drake Residence Ihr i�"1 t N .r4 of 1 �'T ��'o�:."o \ I.J) ;;I2 CRAIG Drake BEACH ROAD ia(Iri SOribTC1BE �S NI��e� . \ PIP�C1'! �>t'r"OY1y-.i'.IE' 4 �h yi'1'�a1 U; n J tY'G F:9--I18 `� _•� CENTERV LEE. MA 6 THAISo r,-,k . try Jt ,zZs 4 y , - -- Drake:. - t{t V'k7S. ti�Jhf e*'t CP. 0 A x 6 FaR: David T. 635 f xr� r,� r+ SIMPSON - IMPSON - OOT �,+ SIMPSON STRONG-TIE. 1Hw� „�.5 S --- ` --- (/ ------ M I C H E L E C.DI T U2D O R P.E. "A }- ---- NOT TO SCALE 'S \ NOT TO SCALE TRONG TIE ' STRONG TIE 1 Nor TO'SCALE Consulting Stru_cturcl EngLr,eers 123 COTTONWOOD LAKE, CENTERNiLE, MASSACHUSEITS 02632 (508)771-7601 < 3 TYPICAL DECK FOUNDATION. S NOT TO"SCALE - ' Z DRAWING NUMBER:, JOB NUMBER' 20C2 I17 DRAWN BY MCT/.BCW'/SJ �I SCAEE: AS NOTED DATE: DEC. 20,2002 S.-2 ; . n' 2%6 L GAP WITH RWHffP i E06M G.5 A D.I �. RAIL Q TP BALLGnR 51STEM CAL EX t3uoR WALL Arse BLr RNL i I I I I I 4%4 P.T.OR HPM4105ANT POST m OZ.AL.MINM R.A911H5 I p+pQl I I I I � I • I .. %4AIJ.L PLBfM BWGK SPAG82'r AT EALH BOLT .wH .... -.... 2%10 BEAN .... . 9/4'6ALV.CARRIAGE BOLTS AT 1QpoL. h '2 Mtat�wbr-D ....... F.....k•...£ 1 I .-.'` 3/4.6ALV.CARRIAGE B01-75 I i I P.T.J06T5(5ff H-ARS) .. T4P 61T>nH2(SM FPAHM M-AW IS ..... I ' c 4 O A b, M i'r s (' ^ / PLV..GIST HVGCita V.JOIST NbFRS . MP50N 6ALV.STARDOM POST BASE . -' NO. L -PROJIDE(2/5/B'DIA D 6ALV.TiW10LTST5/6 REOINRED I. .__ I_. .- I.... ..... I I.. ..... . ...- i.l -_.. .. ... - j �1 TYPICAL P.T.DECK FRAMING DETAIL 2%10 P.T.. ..... : 19/4'X 9 •LK BEAM _ SCALE:3/4.I-O' - H i I (212%10 P.T. ......_: 4.X - TTPICAL EXTERIOR YIALL A:E@flLY - _____ :I • i%I 9 V2'T.11 10 FLOOR 9 I/2'TJI 210 FLOOR ;I - IS Ib'O JOISTS A 5.OL- ... ,'i 2 X W P.T.OEfJC _...: - J0IST5 AT Ib•OL. i .1051T5 AT 16�'OIL ^ TALKNAIL JOIST_ (3m`TO WALL t s TS(SEE.PLAW 'T }b305T MAN69C5 rFO"ATI01 BEAM - fv I I _IL 4 _ .. nT1O5 T oL �TYPICAL P.T.DECK FRAMING DETAIL Ar BSEAAN ROOM _ SCALE:3/4•-1'� 5 ___-�—_ __ ._ _ _ ____ DEGK/BP�LGONY GUARDRf41L REQUIREMENTS: 1. TOP OF GUARDRAILS SHALL NOT BE LE55 THAN 56'ABOVE WALKING SURFACE. .: L - THE PASSAGE OF A S OR MORE DIAI-E 05-C--T BE SPACED�AS TO PREVENT ANDSHALL�. INTERMEDIATE RAILL i _......_. .... ....__ .._. .. B. GUARDRAILS SHALL BE GONSTRIKTI-17 50 AS TO PROVIDE 200L65 OF GONGENTREATED -LOAD AND SOLBS/FT OF UNIFORM UTED UNIFORMLY DISTRIB LOADS REFER TO GMR 180 16155 AND TABLE 1615.5 _ 4. ALL WORK SHALL COMPLY WITH THE MASSA4M/5E1T5 STATE BUILDING(-ODE,180 GMR CHAPTER 56-ONE AND TWO FAMU.r DWELLING CODE,ALL MUNICIPALIrY ORDINANCES AND BY-LAH5. _ ____ 5. ALL WORKMANSHIP AND BUILDING MATERIALS SHALL MEET OR EXCEED REG06NIZED INDUSTRY STANDARDS FOR EACH APPLICABLE TRADE. I 9V2'TJI210FLOOR b. REFER TO OTHER DRAWINGS AS PART OF THIS SET FOR MORE DETAILED CRITERIA. - � J01515 AT l6'OL. REGARDING BUILDING MATERIALS,FOUNDAT10N5 CRITE AND STRUCTURAL DESIGN RIAIA. . —OF � I I OOYtI TO� .fLHK I I I! 00f MASS I ryt 4cy 7. EO r i N — —.� —. — -1 3�7�— — — tn MICHELE CUDILO,P.E.TU�A STR � s I1.vosr.aAttsm snos rsuAL To BEAM pDTH I23_AfA-5.4U1Z D LANE 2.PROVIDE IlLoc<b OR JOISTS Bt3EATH AL PARTITOW.TTT'ICAL AEG1 �? CL'�R'CRVILf1i,.kLL 771-760 ETIS D2632�i9i9. 508.771-760! #014 F { a u .. _FIRST FLOOR PRPrMlNG FLAN THE DMERESIDENCE SGALJ', va . r o 07 1112CRA7GMEBEtCHROAD CF4'MV=ACMC 9JSEM �.r.,ITe PEP SIPiL':.QA:__�;!rcn . PERMIT SET 48-20-47 ,3G4� ESA 2TS}Vn. iPfs_AR4RfflPLTYJItdL AES(C,PlE CVr P1CT. PERvJ'f'.' U-3 &41'MWIC fr,Au x-Bi0'T ! ^1:':ARY PRIG+.H6 zT 508-726.9927 . Gi5 D.I }__.: : _:. T. - ,/ { II I _ I . I /D� _— { 1 III T �. ......:. ......... 15 16' L. I I I ✓ I - I i C veuFr 5 .a MR 1C4.'... .... ..._... ..._.... - AT I b 4, L4n � T i Ii _ ...... ......._ .._ Q / � - . 1' ..._ ......... ............... n s w• � I a w', I m _. .... - — I �`H OF 444 ,,. _ 4... � _ �o MICHELE ��, - - - - MICHELE CUDILO,P.E.. o CUDILO IUTm N0.34774 - I I I I L TM, &ANSW 5„mSEWALT,BEAM STRUCTURAL t23-M12kSAC7&7 rlS NIVOOD 26321979 z Ma E KDrKM OR X*r-eeVATH ALL nwny @e TTPILAL - C1lti'TLRVILL�h9aI- � SA9-771.7601 OA OB B.6 OG ( � 1 Grip` �J AL / SEr—O-ND,FLOOR FRAMING PLAN f THE DRAKE RESIDENCE 1112CRAXVII1BMC11B0-,W Mfg 7 ��7 f�IJTMIT1 F M4S,14CSI�/'SE7'1$ / PERMIT SET 08-ZO-07 �E R�_2h9 As XLVIYD.RALPFIIYtLS-ARCffff£C1TJR fl.DBSFf APR �,� ;.�1T�- S-4 SANDWll:tf,>� -15-o'F ,�L.:+ewtN Ac:'�5 x SO&T73-4Y27 { - I I I I I I I I I I I i I I I I I I I i N l 5-x u ve•L 0- - - - - -}_ L �t - - - - - - �T I t - y I; } , ........ ...... } } 1 ll } I nre �/ VBUF'Y AIR x ..... � � 1 pjls/a•xn,R 4 f F 1 BEARD*vou EptON 6.5 _ @I S A FOR OFYJC FRAMON6 Et( .. . fff r tN OF 414 BEAPJN&POLL tp I � �¢ ,�; I �o MICHELE �• _.: — O 1 CUUILU MICHELE CUDILO, P.E. ..........._. u No.34774 STRUCTURAL 12-3con)1VF4(X1DUNT I I 1.sasr•sm*w sews r�U1 TO Bem v mll M'IERV=-AVOW 1IU5EITS 02G?&1979 2 PROAVE BIO-xm OR J",,s� Itt101C EA1 ALL rAR rMCAL 508.771-7G01 . Al THIFD FLOOR FRAMING FLAN THE DRAKE RESIDENCE ` ✓C� . SCALE: 1/4"e 1'-0" 1112 a&GVUiE MMRO_AQ rtar:�': ¢Evsia'ii!gin srlr'cs ��sit oe-aa r 5c1'r^sr: 'IE!'J�5 n_r KfiiZYD.ILfi.PEEIhALS-ARQfffECl4JFAL DESTG'W.R PERMIT SET 08-20-07 `� J S9YDWa(FI MA SQ&7P 19=1 I Ao.9 Boy B Boq GIo.S * Do.I of F li' (2)ENOA(2) DE F�1n' rim RerrER BE•ts I I I I "1R 5/0'x 1B•STEEL F `E " 1 5/4'X I-LVI.EF.M1 (2J EAOR SIDE OF 5183.RAZE I 0 X FLITCH BEAM DETAIL I ( PROPOSED DRAKE RESIDENCE 1112 CRAIGVILLE.BEACH RD.,CENTERVILLE,MA - ME, PROPOSED WOOD FRAME.CONSTRUCTION . . I __ _ _ _ — __ GENERAL NOTES AND MATERIAL SPECIFICATIONS:... . FOUNDATIONS- '_ - 1.All worla—hip to conform to the requirements of the Massachusetts State Building Code,latest edition. x 2 0 0 - - 2.For site location and grading information, Plan,by others. -. T Dc. info 'on,see Site P o _ ,______....... 3.Assumed net allowable soil hearing capacity, (sat)-200 psf, a saturated compacted medium sand/gravel '. A7'o -OW MR, composition.Other sails encountered,contact of Engineer Compact all so d aro perimeter with a vibratory compactor.Add sand/ vel mix,as required during compaction to provide final grade. - - — - — — — � —I o — - - - - - 4.Concrete:Mimmom 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,lat tt issue,maximum slump=4". .. a.)Steel reinforcing bars.new billet steel,ASTM A-615,Gad.60. .. •-- ? - I b.)Anchor bolts ASTM A307 galvanized,5/8"diameter,12"long,w/2"hook per Pier.Details;U.O.N. FRAMING _ ( _... .. .... $ "--'- -"- "-"--- &;. .. 2.Structural Design Loads: menu sac usetts Building t edition. 1 I 1.All workmanship n the require of the Massachusetts' StateCode later _.... trot ROOF DECK(6'X 129 Dead Loads:Actual Weight of Building ( 19/ X IB �' 10• 1E �N5D�� gZ Components . 1 - _—.__ _ -'—,� _ Live Loads:Snow Load=25 psfplus drift L' FOR IXTAILS _. Sleeping Floor 30 psf . i oc. I I Living Floor=40 psf Wind Load=21 psf __ _ _ _ I I � 3.Structural Steel(as required) x a ASTM A572 Grade 50;shop paint with rust inhibitive paint Thru-Bolts:ASTM A307,l/2"diameter,punched holes in plates:9/16"diameter. 2 b.Welds:Shop weld cap and base plates tocolumns;shop weld bearing plates tobeams;use E70xx electrodes: Alternatic.Dedearo field ria by certified total load deflection _ 4 Timber Framing: All new' .finning:Spruce-Pino-Fir No.2 with F6=1000psi,E-4300,000 psi,or bear. . with Fb-1300 psi F�1,600,000 si,or Pres b. l� iI; C.Laminated cer Ltunber.All I,.Southern L shell be M[CR�[,AM L.V L(M.L.)pwnth Fb=�5 ' ,. psi, y); ;f E=1,900 ksL Fv-285 psi,Fc_ier-750 psi,Fc_par=3035 psi,Paatlam(PSL):All PSL shall be 2.0E ES with Fb=2900 psi,E-2,000 ksi,Fr-290 psi,Fcym750 psi,Fcj.-2900 psi. 1.Deflection Criteria U480 Live Load,I/360 Total Load - �� 2.Provide shop drawing submittal of engineered lumber systems f approval prior to materials purchasing. ( 'J. 6 ..:___ ,.. _ ,*... —I I 3.MAs manufactured by Simpson Stang-Tie Co.shall be handled and installed per manufacturer requirements,with \J -0 — 6 all na 1 holes filled,with the size nail as specified here'. 4.Bolts: O)15/4•x u •LK :. ' Bolts in wood Gaming shall be standard machine bola unless noted otherwise.Bolt holes in wood shall be 1/32" ' 2 X 10 l larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable imn washers,or square plate. EE, iK washes.All nuts shall be retightened at completion ofjob. 5.Blocking: bl«king.zx minimum,ens full depth of member- : b.Stud Walls:provide blocking at 8'-0"dc,maximum height .. _........._..�...�. ...,,_. j - a,Nailing Schedule. Solid to Bearing 2-9d toenails ea.side On RN rERS T 16 or. I h/- I 2 X W R/F18ta _ .• - Blocking Blocking Studs 2-I0d toenails ea end,or 2-16d end-nails ea.end ( 6.Nailing Schedule: R '\' _ .. All nailin8 shall be in accordance with Appends C.unless noted herein specifically. — —. _ ;85 " Multiple Studs. 16d B 12"staggered 1 2 X w DOfABt a All nails shall be common wire nails. R�FIHLS AT 16•ai b.Sub-bow where;rails tend to split wood. - - . 7.Readers less than 4%0",use 3-2x6;all others per MA State Building Code Table 3606.2.6.LL - J ; H OF • p�"j M.ASS ort'�MICMEL E '�sG MICHELE CUDILO,P.E. CUDILO I23CY1fI0Alh'OODMINE I { No.34774 ;, CEN1FltT?LLF"-W-SACH SE11702632-19, � STRUCTURAL sosnl-;em • �GIST6�� - RaOF FRAMING FLANIc)P,AL THE DRAKE RESIDENCE SCALE, 1/4•a !'-0' ` 11I2(LtAlGVft1 EBEACHR(AD . C _U 7ir�� Cf'dYFRT7IlF MASSACEd(��'ITS /_ `©7 D8 rt-T cPr�l0!t5 R+.Bitt;.t^3iti.Es;`EE'Z - PERMIT SET 08 0 7 0 S-6 �,LV D.iMLNHIhtNDlVX74 MA ,1R 71 n1SKu1ZR ��t �.� �. SANI}tVFGfGMA S0&72B.9927 ' II �,,�;a sccu�• d es.� "� !5 Hai ra d Sar. pi•- S+sfal•.'� Tl� l oV�r' ET L r - 1 , _ r . _.._ . MON TM �+• Y . � � H T. R. ARNOLD & �®cam P. O. Box 1081 ' e� Elkhart, nv 46515 P.O. BOX9000 RTE. 121 Commonwealth of Massachu tts OXFO�D, ME 04270 D. BUILDING INFORMATION: F. ' EXTERIOR ENVELOPE THERMAL PER RMANCE INA t��8@ted Evaluation'an TEL: �07) S39 HH83 A. MANUFACTURER INFORMATION: ' ' Inspection Agency` FAX: 207) 539-4446 MAILING ADDRESS: P.O. BOX 9000 BUILDER: DAVID DRAKE ' ' - OXFORD, ME. 04270 - . - "��• - � `ELEMENT. CODE REQUI ME�'fiZs document is certil��Ieing in aonfo MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, BUILDER'S ADDRESS: P.O. 6 _ with Massachusetts.State DWG �•: WALL •08 Codes andAe National K 2425 ME. 04270 CITY, STATE, ZIP: COTUIT, MA. 02635 EXPIRATION'DATE OF CURRENT'CERTIFICATION: (APRIL 30th,'2003' _ s FLOOR OS Y+ I tr' e -' ER NAME:. ___ RHODE ISLAND BUILDER'S LIC. # Approved"document MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 1112 CRAIGVILLE BEACH RD. ROOF/CEILING 033 g 2003 CO R SHEET PROJECT LOCATION: _ DOORS 6 . Date CENTERVILLE, MA. 02632 . ,�,y-g NEW HAMPSHIRE: M9308019 MODEL DESIGNATION: 51'-0"x52'-0" CUSTOM COLON Approval of tes not authorize or Prft fYLE: 11 WINDOWS .87 any omission or deviati��from the requirem� sot 1 x52 VERMONT: 50171 USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 5-B applicable State Laws. _ FOUDATIONS .10 STOM . �- COLONIAL CONNECTICU.T: N/A AREA] t1ST FLOOR: 1717,.r2ND FLOORl2038'f ATTIC: 688 ATTIC STORAGE'.364 ' ° RHODE ISLAND: Y9588 VOLUME OF ENCLOSED SPACE: 39,971 CUBIC FEET c DEALER: - HEIGHT ABOVE SILL: 36--6 STORIES: 2 1/2 �( UNFINISHED ATTIC ) G. LOCATIONS OF INFORMATION LABELS: DAVID DRAKE rMASSACHUSETTS:'�MCS#1371 _ _ -- ._.. � � �;- _�. . - - - CUSTOMER: TOP OF SILLY TO TOP`OF'2ND FLOOR`WALL-19'=9'j' DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) 0 B. THIRD PARTY INSPECTION AGENCY INFORMATION: - DRAKE 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD & ASSOCIATES, INC. DESIGN OCCUPANCY LOAD: STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) .� (MA, N.H., CN, R.I.) DATE: 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 1ST FLOOR:N/A 2ND FLOOR:N/A 3RD FLOOR:N/A TRA LABEL: ONE PER MODULE (SEE FLOOR PLAN) , 10-8-02 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS-U L:217'-77 (ME, VT) DRAWN BY: AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2003 --� - - FIRE SUPPRESSION SYSTEM: N/A SHERRY H. ATTIC VENTILATION. KEISER INDUSTRIES CERTIFIES THAT THIS DOCCUMENT CONFORMS WITH THE REQUIRED: (1) SOFT. PER. 300 S w SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. � ( ) Q. FT OF:CEILING AREA. CHECKED BY: COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RI, MA CT. 2) U.L. 217-77-SMOKE DETECTORS ARE"REQ'D (RHODE ISLAND ONLY) C'ACTUAL-7 1320 SO. FT. CEILING AREA CODES C. INDEX OF INFORMATION: SLP, -�- - N 4.40 SO. FT. VENTILATION REQUIRED DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR' 40 PSF o 3.79 SO. FT. PROVIDED AT EAVES. (6.2 SQ IN. PER LIN. FT.) MA. STAGE BUILDING 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) z 4 S . IN. PER END CODE EDITION 6 TOTAL NUMBER OF SHEETS IN EACH SET: Q N/A SO. FT. PROVIDED AT GABLE ENDS (5 Q ) T "► 3RD FLOOR: N/A CORRIDORS: N/A MA,ZONE__#1 5.50 SO. FT. PROVIVED AT RIDGE. (18 SO. IN. PER LIN. FT.) DWG PG DESCRIPTION DWG. DATE REV. DATE _ -� STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) o REVISIONS 1 COVER SHEET 10-8-02 1-22-03 Pf_= 25_PSF WIND HORIZONTAL: 90 MPH (WL = 21 PSF) TOTAL: 9.29 SO. FT. PROVIDED . - DATE ITEM 2 1ST FLOOR PLAN 9-23-02 1-22-03 INTERIOR WALLS: 5 PSF 11-7-02 PER MEETING 2A 2ND FLOOR PLAN 9-24-02 1-22-03 SEISMIC HAZARD-EXPOSURE�GROUP_.#1 1-22-03 PER.REVIEW 2B ATTIC LAYOUT 9-24-02 SPE_CIAL USE`PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS ACTUAL: 792 SQ. FT. CEILING AREA . _ 1-29-03 ADD SHEET 8F 3-3C ELEVATION PLAN f 10-2-02 1-22-03 MUST BE.LOCATED-6'=FROM:LOT=LINE 4'. PIER PLAN BY OTHERS I ------ 2.64 SO. FT. VENTILATION REQUIRED , ' z�- 5 1ST FLR ELECTRICAL'PLAN 10-3-02 1-22-03 E. HEATING SYSTEM INFORMATION: r 3.10 SO. FT. PROVIDED AT EAVES. (6.2 SQ IN. PER LIN. FT.) SA 2ND FLR ELEC.PLAN 10-3-02 1-22-03 SYSTEM TYPE: HYDRONIC.BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR N. N/A SO. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER"END) 6 OMIT HEAT ------ RADIANT HEAT, ON SITE BY-OTHERS N 4.50 SO. FT. PROVIVED T,jRIDG . (18 SQ. IN. PER LIN. FT.) 7 CONSTRUCTION DATA & REFERENCE SHEET 10-8-02 TOTAL: 7.60 SQ. FT. PRO . D`� 0� 2 FUEL: .ELECTRIC, NATURAL, LPG;.OIL OTHER THAN ELECTRIC HEAT-MASONRY c,,P 8-8E CROSS SECTION 10-11-02 1-22-03 CHIMNEY VENTING SYSTEM TYPE: CHIMNEY BY BUILDER PER STATE & LOCAL 1- ��' 8F BALCONY FRAMING 1-29-02 / �� 0,�A D SCALE: 9-9E PLUMBING 10-11-02 BUILDING CODE OR AN APPROVED EQUAL. -V HA`' ING U 'RI.,L y NO SCALE BASEMENT: IF HOT-WATER BOILER AND/OR WATER HEATER ARE INSTALLED IN BASEMENT, c`. SHEET N0 F . THEN EITHER BASEMENT FOUNDATION WALLS MUST BE INSTALLED PER Q... ' STATE & LOCAL`BUILDING CODE, OR'THE BELOW THE FLOOR WATER LINES - J0'4P�! ��. .- 2 8 1 MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. PROFILE OF DATE OF SOIL TEST 12130199 CENTER VILLE EL.=_1v 0, SEWAGE DISPOSAL SYSTEM WITNESSED BY: EDWARD BARRY TOP OF PILING USE NOT TO SCALE SOIL TEST DONE BY EDWARD PESGE, P.E. HO c/SE 10' MIN, COVERS BACKHOE J P MACOMBER 4 SCHEDULE 40 P. VC 1O.8' MIN. PITCH I/B PER FT CONCRETE COVER OBSERVATION HOLE 1 EL.=5.1_ PERFORATED PIPE GEOTEXTILE FABRIC PERCOLATION RATE _2 MIN. INCH e"MAX , , , , , , 2' MIN. DEPTH HORIZ TEXTURE COLOR MOTT. ELEV. 4" SCH40PVC 7/ t ((OR EQUAL) MINIMUMLEAN sA1vD 9 0-13" A MEDIUM TO FINE 2 5 yR,/2 �y g4 0, , ROAD pITTH 1/4 PER FTMIN FLOW LINE s=o.005) I hEL. SAND 4.o 10" ---- �' w7 INVERT 1 » - RETAINING WALL DETAIL 13"-B2" C MEDIUM TO FINE 2.5YR713 G dflN. LEVEL INVERT: : ::;: : �.�" 0.0 GAs INVERT 16 SUMP - _ SAND C L � BAFFLE INVERT nvMm EL.=_8.2' EL.=__7.4' 3 BARS @ 20" ON CENTER - INVERT EL.=A 8' - # -1.7 5,::: A - 9.1' EL.- -6'__ EL=_B 4__ 5 :.::; :i:;;:;:;::...;CLEAN SAND FILL::a: ... a:: ::::::. :.....:.:. ^� �R LOCUS EL.--- PER 310 CMR 15.255: ;:';:;:;:: HORIZ. INSIDE FACE OF WALL WATER ENCOUNTERED l DISTRIBUTION Lo (2V BE PLACED ON Fl"BASE) .......`.E'L= 4.0' BOTTOM OF TEST HOLE WAS DEWATERED BOX (H-10) _ .... ... ........... dfECHAMCALLY COMPACTED OR 6" OF STONE � , TO BE WATER TESTED RETAINING WALL 40 5.0 RETAINING WALL ASPHALT COAT & APPLY 6ML POLY 150Q__GALLONS ELJEN IN-DRAIN BIO-MATT IF ON AN STDNEONE OUTLET (SEE DETAIL) LEACHING FABRIC (TYPE B MODULE) DETAIL) 2" MIN. CO VER TO INSIDE OF RETAINING WALL TRENCH SEPTIC TANK LOCUS MAP (H-10) SOIL ABSORPTION EL. =8. 4 3/4" - 1-1/2" DESIGN CAL CULA TIONS. SYSTEM (SAS PROP. GR. ER =8.6' 8' WASHED STONE USGS ADJUSTED HIGH GROUND WATER EL= 2 4' EL. =9.2' MIN. GEOTEAME FABRIC NUMBER OF BEDROOMS . . . . . . . . 4 E ' ' GARBAGE DISPOSAL . . . . . . . . . NO OBSERVED WATER TABLE (12130199) ELEV.- 0.0' 5LofE-A , ' EL =8.2'-8. 0' TOTAL ESTIMATED FLOW 1 0__GAL/BR./DAY x __4_ BR.) 440 GAL/DAY 11 3 SE PRo ° REQUIRED SEPTIC TANK CAPACITY 1500 GAL PLAN REF.' L. C. 9288T EL. = 6. 0' END VI W ZONING "RC" 13 VERTICAL BARS ° SOIL CLASSIFICATION . . . . . . . 1 136 ASSESSORS MAP 206/ 24" ON CENTER DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. 3.0BARS ® 24'0 ON CENTER EFFLUENT LOADING RATE . . . . . . • 74 GAL/DAY/S.F. CTF# 105884 " " 0 VERLA Y DISTRICT.• "AP" 2"X3" KEYWAY 12 12 BEND LOWER BAR AND FLOOD ZONE'' "A-10" BFE = 11. 0' N F_ EXTEND UP INTO WALL INSTALL.' (2) 3' WIDE X 40' LONG X 7" HIGH RF A MINIMUM OF 24" TRENCHES OF ELJEN IN-DRAIN BIO-FABRIC # 24 2 # 3 Bars LEACHING SYSTEM (TYPE B MODULE) EL. =3. 4 32 BOARD OF HEALTH VARIANCES REQUESTED. DESIGN SIZING: (INCLUDE 259 LEACHING AREA CREDI7) 1) BARNSTABLE BYLAW PART VIII, SEC. 9.00, INSTALLATION OF ONSITE PRO VIDE VERTICAL CONTROL 440GPD X 759 = 330GPD SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS. #23 CONSTUCTIDN JOINTS EVERY 25 FT. 330GPD = 445.95 SF REQ'D 2) BARNSTABLE BYLAW PART VIII, SEC. 2.00, INSTALLATION OF ONSITE RF . 74GPD/SF SEWAGE DISPOSAL SYSTEMS IN AREA OF SHIFTING SANDS. � 22 CENTER VILLE PLACE FOOTINGS ON UNDISTRUBED TIDAL �� COMPACTED MEDIUM SAND & GRA VEL 445.95 SF = 71.93 IF OF IN-DRAIN REQ D 3) TITLE 5 VARIANCE 310 C.M.R. 15,211 (1) DISTANCE FROM WALL TO N PROPERTY LINE OF 7 FEET. o 6.2 SF/LF OF IN DRAIN 80 IF PROVIDED 4) TITLE 5 VARIANCE 310 C.M.R. 15.255 (2)(g) DISTANCE FROM WALL TO LEACHING AREA OF 7 FEET. SALT MARSH \ �� / OF \ #2 RF \\I I, �� \ �� _ 2_�, RF RFC �/ RF- 19 8 #17� #16 RF #14 RF 1 1 / ,\I I, RF 9 RF RF 6 1 F, �\ 1 _#� #1' 12 ti �F 8 7. RF / GENERAL NOTES WF ` RF . .# \ 5 4 RF \ #5 6 _ , 11 ONT - - - 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. A.M. 206/89 - �� - . #-+� FR FLAGGED BY L E.C. \ 3 ylovf ' $ 7 OLD RIVER 2/5/00 F2 = TITLE 5 AND THE TOWN OF -BARNSTABLE'_ RULES AND # OCK L 0 T 48 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. �. 'TgAr�S 0) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 011, / �4GGED \I I, �\ I - WITHIN 6 OF FINISHED GRADE OTHERS WITHIN 12' WE 11/16 By C - A. M06/136 RF -� 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF /99 UPLAND AREA 45 720 f ,S: F. #1 � � TEMPORARY \ , \ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN u'F' �E (TO BE�7CTlTO ACCESS" WF TOTAL AREA= 98 28 S. F. I� 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE #1 CO T X TIOOREL� 8 III. �_ BF I PER CONC'OM MEE.�ING WF - �\I I� � USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 1 LNG #8A 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL -2 ,\II, �\!I, BE MORTERED IN PLACE. WF'2 #2A + }� / /� Q -- -_ \ �� ~ ^� R1 5) NO DEEDED OR ATION HAS ZONINGREGBEEN ULATIONSDE AS TO O WNER/APPLICANTCIS TO A. M. 206/90 "i 11� - - �� - �� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. _ ___--_- (� - - _ - EXCAVATION CONTRACTOR 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, �` �F Iz'' �3 �-• __ p IS TO CALL "DIG SAFE" AT 1 800 322 4844 AT LEAST 72 HOURS �_ 3 WF �r `-- _ CEDAR TREE PRIOR TO COMMENCING WORK ON SITE. #8B lN ' ¢ 3 ------------- 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS HOUSE \\ '� J�` __ - \ -W#2 -- ___- l ' jyjj��) ��(G�, F PINE TREE SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. Q \' - P _`___ �F\ - _ / 8) PARCEL IS IN FLOOD ZONE "AIO"1EL= 11.0'L. ' y ` 9) LOT IS SHOWN ON ASSESSORS MAP _ 0_6 AS PARCEL _ 136 _ f= INN - p --�.,,�- `� UPOLE - °�" OD ��' , O \ / �dU�� RjpAhl- 4J _ __-__ `•��, 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS M '#�' `� �� ° ANC WI' - - --- �\ �1 ■ CONCRETE BOUND 11) THIS DESIGN REQUIRES THE USE OF TWO 3'W X 40' L TRENCHES PER CONCOM .MEENNC; -moo �\I I - - __ 1/0Z/03 PROPOSED ` I #16 - --- OF ELJEN IN-DRAIN BIO-MATT LEACHING SYSTEM (TYPE B MODULE) ti NEW ACCESS RADIUS To/� \ \ o� 17 \ ` ` WITH 2' OF CRUSHED STONE IN BETWEEN Ar,COMODA TE .FIRE APPAR.4 TU. ` Q-�\ \ 12) PROPOSED HOUSE AND CARPORT TO BE CONSTRUCTED ON CONCRETE PILINGS / - \ = BENCHMARK ON PARELLEL TRENCH FOOTINGS, WITH CARPORT HAVING GRAVEL FLOOR ,\\ a 3 / \ �' WF WF \ ,\I I, TOP OF CB/DISC 13) ALL STRUCTURES PLACED ON PILINGS WILL BE NO CLOSER THAN 2' ABOVE clllQ 3 A.M. 206/91 e W BYyy 9 ELE V. = 3. 0 (N. G. V.D.) FINISHED GRADE, STAIRS TO GRADE WILL BE PILE SUPPORTED -- \ ' \ -__-30__- ___--_--__ \ o 2 q q\�\\ _PROPOSED= SITE PLAN TO ACCOMPANY \•.HOUSE\\\\'\ 20 \ 4_BEDROOM-- _ SALT MARSH ,,,. ,....., ,. ::PROP ♦:. a 1YELJ,IIVG= \ WF UPOLE ��, IGH �, \e,4xPo T :\ EL14.2_- _ 3 �EDAR GRA L\ \\ _ _=_ __�:_ #20 \�I, � ,\11, ti NOTICE OF INT��NT \\ \\\`::FLOOR'.. .=1L�� _= NOTE: APPROX \ - -== H0VSE \ EDGE OF STORM � ROOF ELEV.=21. 7 e �► _ p,1 SURGE LINE 1 , , PROJECT. ,..\\\\\ \\\\\\\\\\ O EL=2.4-2.6 �Ov D TI' ` kIpARLA '-,�-� , ,.\��ti o" ;�//,, PROPOSED DWELLING & CARPORT 17 \\ROOF ELEV.=21.2 ROOF ELEV.= 6 W#4 , ��''��@ " "'Ass9" 111 2 CRAIG VILLA' B.,�A CH ROAD \\ j o VAUL A. ' TOF= 7.�' ♦1PF' 6� �' CZ �. _� MERI gy_ �5 CENTER VILLA; MA. -o= 320 -.1 ;:::;;:,1 �. �O� O fl/\ / �.-mil J"; r�: "HOUSE: \ �.� ..\\\....\. o \�- 4 - �� '�„� ',` Rv�oQ,, APPLICANT \..\.....\... \.....\.....\ „ 1 �,,, DA VID G. DRAKE' 2 �4 P. 0. BOX 6 COTUIT MA. 02635 DF A. M. 206/92 �� \\ ` 10o'1 A. 206/127 \ \ PESCE ENGINEERING E ASSOCIATES s ED❑ Amf \ P.O. BOX 321 \ UPOLF OSTERVILLE, MA. 02655 A.M. 20611 \ q° g WF PN.(508)428-3730 / � � goU5E;;;: , ``'7�...-.�- F1I ` �� A.M. 200/131 � #24 GRAPHIC SCALE SCALE.' 1 "_�30 ' DA TE.• 1/22/00 LAND SURVEYING BY.' so o is so so 120 A.M. 206/129 YANKEE 40 VEY INDUSTRYROAD CONSULTANTS RE�/,• 1 27 01 2 10 01 L A TEST RE V.� 1 0� 03 UNIT 1, / / / / / / ,. ( IN FEET ) \•,\\ \\\• P. O. BOX 265 \\\\,\\\\„\\\„ MARSTONS MILLS, MASS. 02648 1 inch = 30 ft. ;;;;HOUSE;;\ TEL: 428-0055 FAX 400-5553 JOB NO. 52250Q GGM \..\...\\. SHEET 1 OF 1 PROFILE OF DATE Or SOIL TEST 1lP/SO/w CENTER VILE EL.=120� SEWAGE DISPOSAL SYSTEM so 7" mNZ BY W MW P� 1t7P OF JR7&.lDA77ON - NOT TO SCALE BACKHOL J.P. fPA(F9F 10' MIN. CONCRETE C0VERS 4' sct 40 P.JfI1H. P17L^ OBSERVA 770N HOLE 1 EL•a 5� �►VH X 11 1/8 PER FT R' 10.B CoArRm Cvv" Pa74JR7JPA7�D PIPa PERCOLATION R 17W c MIN INCH EPTN HOWTF.X7'U."E COLOR MO7T. EZd'M AX 9 4- �, „ IRON PIPE _ EL- 2• N RETAINING WALL DETAIL 0-13" A MEDIUM = FrNE [OR zvr)F4 ) Af"M SAM) y P17CH 1 4_ PER FT C1FA1V SAND � O Ar'H FLOW LINE 7 n✓vERT lA°T, 1�- - o - �s'°°�� I .._e o' ,�'3 BARS ® 32" ON CENTER 13'-e2 c anrr/� a o �A 74 1YORIl. INSIDE FACE OF WALL ,g�' �C�fyS GAS AMM � e- SUMP �� EL. - �tY £L.s` '' 1N .-... . wA7ER a,✓C'OUNTERED £L.=J��.__ £L._-Al 0t. MAO 17�L: t:'.?. :: ':c;:.;::;;•: a'. . 1p m as P crD on+r1Rx aAsz DISTRIBUTION , PdR s10 CYR 1�za6:: 7 BOTlnrl! OF TLS'1' ,SOLE )1',!s DaIIATTL"RAD A =RA(TO ccompAemo oR e' or smNz BOX (H-10) ::. . CALLONS m BE HATER TESTED ELGEN IN-DRAIN BIO-MA7t 5.0� ASPHALT COAT & APPLY 6ML POLY IF MORE MAN ONE O17Zff LOCUS MAP SEPTIC TANK Puar oN e' sms LEACHING FABRIC (TYPE P MODULE) RETAIMNG )VALE M INSIDE OF RETAINING WALL (H-10) SOIL ABSORPTION 8" 3 �. - 1-1 2. DESIGN CALCULATIONS.• SYSTEM (SAS) EL =s 5' r '1 PrAASHED STONE NUMBER OF BEDROOMS . . 4 USCS A&WTED HIGH GROUND ll'AMR EL- 2.4 EL =9.2 MIN. OrOMM9 PAeeie�c GARBAGE DISPOSAL . . NO OBSERVED JIATER TABLE (IP/3o0/9A) V.= 0 0' E" MIN. COVER ,,/ TOIAL ES77XATE'D ILOII 3 VERTICAL BARS •. EL =8.2 -8. 0 ( �Q__G'AL/BR/DAY z _-f_ BR) 440 GA41DAY 0 18 ON CENTER— PLAN REF. L C. 92g8T REQUIRED SEPTIC TANK i'APACITY ISM--GAL " EXISTING GRADE '1• '' ZONING RC END SOIL CLASSIFICA77ON . 1 ASSESSORS MAP 206/136 EL = 6.0 ;� DESIGN PERCOLATION RAT"' p 3.0' 2 0' 3.0' EFFLUENT LOADING RAPE' . 74 CA41DAY/'V f CTF/ 105884 " �3 BARS ® 18" ON CENTER O G?�'RLA }' 1.7hc?'R1C'I` "�t F'" Ali12 BEND LOWER BAR AND FI,000 Z�):'�'f' ��A 1 n • Pr�� EXTEND UP INTO WALL INSTALL (P) 3' 1r7DE X 40' LONG X 7" NICK RF l_ ° ° ° A MINIMUM OF 45" TRENCHES OF ELGEN IN-l RAW BIO-AABR)r #24 /�-- ` --� 5 �' 3 B�r-s 0 18" 0 C LFAc>�1Nc srsT�'w (r)pa'„ti wDULd) 23 PROVIDE' VERTICAL CONTROL �� '� Lt1Clil�c .,1RFA cRE'nlTl 44OGPD x 75X - MOCAD i - CONSTUCTION JOINTS EVERY 25 FT, tt5.vs �•�• I? 'D RF . 74GPD/SF • .�. . �22 CENT�'R VI- L L (TIDALRIVER PLACE FOOTINGS ON UNDISTRUBE'D 44595SF = 71.93 v IN-DRAIN REV P COMPACTED MEDIUM SAND & GRAVEL 6,2 SF/L r OF IN-DRAX a� _ 90 _\ BOARD OF HEALTH _-- - �\ VARIANCE'S REIQ UESTZ D OF \ 8' A' ` j 1) BARNSTABLhi B r1.A)I PART t?Il SL�'C. 9.00, INSTALLATION OF ONSITE SEIVAGE O j \ RF SALT MARSH �� l \ PCj \ DISPOSAL SYTTEMS ON MARGINAL LOTS. \ 20 RF -R \ // ` F 1 \ • 2) TTTLE' V vu r ONCE 310 C.AL R. 15.255 (2)(9) DISTANCE FROAI A'ALL 7'0 LEACHING i RF R 1 16 RF F14 ` 1 / RE IS"F / �• '�RF 1 F9 7 \ RF F �� \ AREA OF 7 :E'T `Q-- - • 12 ` RF `\ Ro \ , 5 s - • . ..- . 11 1 D oN'�' J�!. - . . � I GENERAL NOTES A.M. 20618 _.�� .[.. . ,�(171 FRFLAGGED BY L E C. . . RFC 3- 8 OLD RJR '�/6100 ` ~' - -� 1) ALL NORXMANSHIP AND XA 1�U" SMALL CbA MRM 10 D.Z P. oCx LOT 48 \.._ --\ Tl= 6 AND 77YE' rOMW OF "URf'ACE D15'Pd4SAL �A �L of Coo gr A. M. 20611,3W An RE'CU rIONS IVR 77YB' sins wF r 11/16/99L C _ y 1 \` Q) ONE COVZR ON SlSPTIC TAMC SHALL Ba BR011 1t� UPLAND AREA= 45, 7 2Of S. F �� i 1 WF E WF - r> 9) ALL COMPD ONDM OF "ff SANMAR Y57EV SHALL BLS' CAPABLE' D!' #I E�� I TO TAL AREA- 98� 28f S. F. O #7THSTANDING H 10 LOADIM LnVZJW 77IFY ARE UNDER OR N7r HI.V .�1� nz '`� 10 tT. OF DRIVES' OR PAR1t71VC ARF.A.S X-.00 LOADING SHALL BE USED UNDER OR W177MV 10 FT. Of DRIVES,OR PAR)MVC AREAS _ ! __ 9 \ �\ ^'N O 4) ANY MASONARY UNM USED rO BRl1VG CO VANS rO GRADE SMALL `#2A '��;'' o' -_ '_ LEGEND.' BE MORTERED IN Puce A. M. 206/90 _ _` '�R/ w - / I i 5) NO DETE 7N4770N HAS BMV MADE AS 7b COMPLIANC'E )!TW � / - _ _- r DEEDED OR ZONING RBOULAY701C 0�APPLlCANT LS TO 1x. A3 ,¢111 1 \-,._;�ff�p0_ et OBTAIN SUCH DETERMINAT10N FROM APP PRLI TE AV771ORRY ' E� a WF y i _ _ CEDAR TREE B) U77U77ES SHO wN ARE AppRO�UATE ONLY, EArA VA 77ON C-ON7'RACrOR •►' E 1 OS ` - 18B 1/1�i � 3 - - - _ _ IS 717 CALL "DIG- SAJrlS'" AT 1-B00-S?2-4844 AT I.E'AS1' �'2 fllOtyJ� gOp �' - R '�: ----_ / 4 PINE TREE' ROUSE ` p 1 ` � A, -____ _ ( O �7DE2 PRIOR Tt� C�DMMalVC'11Vr: IRVR1C ON SITE ' _ _ , _ _------- _ _ .._`-_- 7) CONT14AC1t7R !S 1t7 i'aRlfY CRADdT AND E7dVAT1t71Vs AS �►Eil AS -�/__ _ 50 100 _ -� --� -�`"`- CO-) UPOLE SITE C10NDr770NS PRIOR 717 C1�MME1IACIIVC At7Rlr 01v S1TT' 3 O �� C- - INN r �O -� - �= \' iU0- 1 0' • _ , r 8) PARCEL IS !JV FLOOD SONS •3 Q - ' •� .� RIPARI.41V r STONE _____- - `. 9) LOT CS 5HO►N ON Asmmv)m MAP _IM AS PAfirxL __lam �� •� 'M;;.:y �O .� RED p� - _ _ �"� ■ CONCRETE BOUND 10) NO WSR SUPPLY F= R.t' = AMON 150' 01' SA.Q' c� ,' •/ 1 A.M. 206/91 �` 116 7 \ _ 11) tNl4 Daslt?Iv MM&W�S "IS WS Oj' "V J'lr X 40' L 1'Riri+l''lf� -.l 1 Of dWAW IJV AUN �MATI LVAC1SilW SF57= (TM B AMDUf.I=) II"w 2 or CRUSH�!'D SmAw IN BE7'1"17N o , BF.NCHMA)M '�"\ / •33 GJ 100 `�� f° �� a1 - 19 .S�IL ,•%,� TOP Of CB/DISC V T • • • . 5� / '- /DH < _ �9l VN E'LEV. = 3 0 (N G. D) lllzlzzl I PLAA -::• �• L ... � _ _� � SITE PLAN TO ACC0I�PAN�' ,: ...., ,. 7 � '- SALT MARSH 3 a UPOLE IGH �`�� HOP./ _7Q.!-iT�IlO: 1 � � � C� � �, DI �., EDAR �r ;cARAcz / -- ,d�20 � r' cp OF SWM � ROOF EI k ;,=2L 7 '� \ = _ sSURGE LhVE 5 PROJEC T. �, - �,., PROPOSED DWELLING & GAR .......... ,�0 "LI twl V' ` ,q I Lr ` 1112 CRAIG VILLE' BEACH ROAD 4 ROOF ELEV.-21.2 ROOF ELEV- .8 CENTER VILLE,, MA. r TOE- 7 2' � � � i \ ....... A.M. 206112 p w �. o y I ...::..... ..,.,,. A PPL lCA N T.• Iz ` of ..� o ,* 1 0 4 _ DA VID G. DRAKE ' �, 2 P. 0. BOX 6 CO CO TUIT, A. 04535 i! w►�aoe ` A. M. 206/92 A. 206 127 \ \ 67, - _ �I 162• PESCE ENGINEERING ASSOCIATES s n s ► / 1 P.O. BOX 321 UPO ' 1 I JUN 6 OSTERVILLE, MA. 02655 2Q� S 5 \ WF I PI-I.(508)428-3730 A.M. 206/1 '' I IN h Q ,� "; A.M. 2061131 �,#24 �....1R 1-. ��.� ,r.rtvnriory CB/DH SCALE: i� GRAPHIC SCALE 1 30 ' IDA 1 1122100 - LAND SURVEY/N,' BY.• 30 0 ,s x 60 ,so YANKEE SURVEY rX V5ULTANTS - A.M. 206/129 r UNIT 1, 40 IgN�D�,►T:+IY ROAD /QB�/,• '� 3 O f�EV' 5/24/00 6/I4/0( I .,;: .;, MARSTtDNSGAl1LLS, MA SS. 02648 ( IN FEET > , ML �2B-0066 f AX 420-6563 1 inch so rc ;;;;ROUSE;; LOB NO. 52250.1 GGN SHEET I OF I