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0253 SEAPUIT RIVER ROAD
-� �I i 5 d M 1 f f r t= s� ,, x 1 r 4 Town of Barnstable Building BASrAB s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card,Must be Kept MM MAM 7. Poste ' Final Inspection Has Been Made. Permit ,u<• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-687 Applicant Name: KENNEY BUILDERS INC. Approvals Date Issued: 03/27/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/27/2018 Foundation: Location: 253 SEAPUIT RIVER ROAD,OSTERVILLE Map/Lot: 051-002 � Zoning District: RF-1 Sheathing: Owner on Record: YASMINE REALTY LIMITED F Contractor Name CHRISTOPHER T KENNEY Framing: 1 D - g Address: 160 FEDERAL ST Contractor License: CS-001895 2 BOSTON, MA 02110 E Est. Project Cost: . $100,000.00 Chimney: ( Y= Description: make existing screen porch a four season room with windows with i Permit Fee: $560.00 rubber roof and sun deck above install&construct elevator hoisign r Insulation: 3 Fee Paid: S 560.00 and elevator. remodel existing bathroom to b}eome handicap / I Final: compliant h � Date: 3/27/2018 Project Review Req: � A"Lt,/ Plumbing/Gas Rough Plumbing: ",,Building Official 1 I Final Plumbing: f � 1 This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local.zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open foepublic inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: fr, Rough: 1.Foundation or Footing L_' __ 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application Number..,//. ................ egg, Permit Fee.......... ..................Other Fee........................ s639. �9&440/4.1 Total Fee Paid............................................................... ...... ffgiKTO" OF I , PermitApproval by........ .............on.. BUILDINGPERAM-11", MV.............. .........................Palcd.............................................. APPLICATION Section I— Owner's Information and Project Location Project Address— 2 5--3 Squ%QU I t v(,K- k0AW Village OS . Ce V17 ' J , L' /F Owners Name A L c, A L Owners Legal Address 2 53 1 V( r' ploac// City o rL"t itt State Zip--� 2455 Cell# a 0 'CaM -J"',f-A,� Owners 691�- Hql E-mail fo FSection 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structu'rre"under 35,900 cubic feet El Single V Two Family Dwelling Section 3 —Type of Permit E] New Construction ❑ Move/Relocate [:] Accessory Structure El Change of use ❑ Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild D Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar ❑ Renovation 11 Pool El Insulation Other—Specify Section4 - Work Description Four 06.x rOO44 14 I4,b4ef- I-pal- `aoftd, -5ck Ax 1Z 2t C011SAutf AEJ—ei`2H'-- ge Al 0 C extJ &Ae--,-tA Ao A e,z o mx laait T-q.qt undsded-2/9/2019 1 { Application Number........................................:........... Section 5—Detail Cost of Proposed Construction 4100 000 Square Footage of Project Z 06 C3 Age of Structure Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Addhelocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal V On Site Historic District ❑ Hyannis Historic District ❑ .Old Kings Highway Debris Disposal Facility: 65 p 01e I am using a crane ❑ Yes No e i Section 7—Flood Zone Flood Zone Designation / md C ti r, Within or adjacent to a wetland, coastal bank? Yes No ❑ Section 8—Zoning Information � Zoning District 95(AA'Proposed Use RLS 1 �cI Lot Area Sq.Ft. ACrc s P. R p0b,R ZOO Total Frontage 3'Y�Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yazd Required.30 Proposed 0 Rear Yazd Required Proposed5-0 Side Yazd Required /,�f Proposed 75-1 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last=awtaa 2/920 i s The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): G' &Z / � L e- , Address: 603 ej, L/GUa^av o City/State/Zip: csav 0� Phone Are you an employer?Check the appropriate bog: Type of project(required): 1X I am a employer with 4. I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.[] I am a sole proprietor or partner- listed on the attached sheet. 7. J,Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition . [No workers'comp.insurance comp.insurance., required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state vyhether or not those entities have employees. if the sub-contactors have employees,they must provide their workers'comp.policy number. . 1 am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: trt t:" Z V r(C., 5vrG. ," t� Policy#or Self-ins.Lie.#: G,ZZ U 911133 7 7 7 6 17 Expiration Date: Job Site Address:t ZC3 6 i ILL/ t � City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL 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 ko rance coverage verification. I do hereby certi rle a pains penalties of perjury that the information provided ab ve is a and correct Si afore: . Date: � . Phone#: gy_ f// Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.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 in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the 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(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cagy 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 permitilicense number whicli 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,teleplione and fax number- The Commanwealth of Massachusetts Department of Tndal Aecldents MUM of Investigations 600 Washington Street Rostm,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.m=,gDv/dia gDv/dia i Commonwealth of Massachusetts Division of Professional Licensure " Board of Building Regulations and Standards Con structi$ri,Supervisor , CS-001895 y E ires:01/13/2020 i f CHRISTOPHER T KENNEY 603 W YARMOUTH RD *`' W YARMOUTH MA 02673', X _ �OIW1.1•(1��� " Commissioner V'"" Office of Consumer Affairs and Business Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home ImprovemeatCo tractor Registration Type: Corporation KENNEY BUILDERS INC. Registration: 181256 M Expiration: 03/16/2019 603 west Yarmouth road: M ; west Yarmouth, MA::. 2673,. a ° e L�i,k S+i 9 Update Address and return card. Mark reason for change. SCA 1 0 2OM-05/11 Address O Renewal Cl Ennployment(�_Lost Card �e cpr»umzonzraeu�/�o�C�GI«�aclrraelh _ - - -- -T CC\ Off ice of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: R`egii;tration Expiration Office of Consumer Affairs and Business Regulation 03/16/2019 10 Park Plaza- 5170 Boston,MA 1. KENNEY BUILDERS_INC i=�' i' CHRISTOPHERI`KENNEY1 603 west yarmouth roads :: west yarmouth,M& 2673j Undersecretary Not val' ithout gnature 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 f re deparbnent for approvarL Section 13—Owner's Authorization L, :z AL as Owner of the-subject property hereby authorize cr --. to act on my behalf, in all matters relativel work authorized y this b ' ding permit lic7Wr : (Address of job) ' e'-�p - .- Z- Si4tZ � of er �_ z i s ItG, Print Name i g7f1 c� Last M2018 1 1 , Application Number........................................... Section 9—.Construction Supervisor fu✓ 'f hm e- Telephone Number Name L�, Address YiM eav/4 lei �s 9 ty 416 t fi4l,,afov state—jV/# zip ®Z G 7 3 License NumberLo 0 License Type Expiration Date 0 ZI 3 ZU 7-0 Contractors EmailGLtvI © war t o Cell# v I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S Building Code. I understand the construction inspection procedures,specific inspections and documentation required 0 and Town of Barnstable.Attach a copy of your license. Signature Date 2 2 f Section.10—Home Improvement Contractor Name t�rh� �i�cC�o� I? , Telephone Number S00 &/Z Address��f k�4 m ta�� City! r ✓�� State �'f�Q Zip 09&e 7 ��I ya au Registration Number ( Z Expiration Date I understand my responsibilities onsibilities under the rules and re gulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation require y 0 and the T of Barnstable.Attach a copy of your IUC... Signature Date 17— 3 Section 11 —Home Owners License Exemption I Home Owners Name: j 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 Signa:ame re Date Z.3 /� Print i/ `i e,— (A0 Telephone Number E-mail permit to: c /?C lFjls /G�«1 ��'tG / C Section 12 —Department Sign-Offs Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ I Fire Department ❑ J�J 1 Conservation ❑ For commercial work,please take your plans directly to the fire depardnent for approval Section 13—Owner's Authorization I, IV AL as Owner of the-subject property hereby authorize • 1j& A a c. to act on my behalf, in all IF matters relative o work authorized y this building ermit �Pplication fAr. (Address of job) Signature of Owner date Print Name fl I Last wdated.2J92018 Z r ACC)REP® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `� 1 12/05/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Glen Davis COCHRANE & PORTER INSURANCE AGENCY PHONE 781 943-1557 FAcIAI Noll: E-MAIL ADDRESS: Ien.daviS renaissanceins.com 981 WORCESTER ST INSURERS AFFORDING COVERAGE NAIC# WELLESLEY MA 02482 INSURER A: AMERICAN ZURICH INSURANCE COMPANY 40142 INSURED INSURER B: KENNEY BUILDERS INC INSURERC: INSURER D: 603 WEST YARMOUTH ROAD INSURER E: WEST YARMOUTH MA 02673 INSURER F: COVERAGES CERTIFICATE NUMBER: 219183 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LTR POLICY NUMBER LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE RENTEff— CLAIMS-MADE 7OCCUR O PREMISES Ea occurrence) $ MED EXP(Any one n) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT 7 LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident) UMBRELLA As OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION /� STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED9 WA WA WA 6ZZUB8H33747617 09/25/2017 09/25/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/twd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Dennis - Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 685 Route 134 AUTHORIZED REPRESENTATIVE South Dennis MA 02660 D Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD l Adult Education Time Sheet Name: Date Day Hours Date Day _ Hours Monday Monday Tuesday Tuesday Wednesday Wednesday Thursday Thursday Friday Friday Signed' Date Adult Education Time Sheet Name: Date Day Hours : Date , " Day Hours Monday Monday Tuesday Tuesday Wednesday . Wednesday ! Thursday Thursday Friday. Friday. Signed _ Date. r • DATE(MM/DD/YYYY) Ac R CERTIFICATE OF LIABILITY INSURANCE 1 210 5/2 0 1 7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may requite an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME C Matthew Sumares Cochrane&Porter Insurance Agency,Inc. PHONE FAX LAI&No Ext: A/C,No): 981 Worcester Street ADDRESS: Matthew.Sumares@renaissanceins.com INSURER(S)AFFORDING COVERAGE NAIC r/ Wellesley MA 02482 INSURER A: NGM Insurance Company 14788 INSURED INSURERS: Kenney Builders,Inc. INSURER C: 603 W.Yarmouth Rd. INSURER D: INSURER E: West Yarmouth MA 02673 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1710601767 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS A001.51.15H LTR TYPE OF INSURANCE SD WVD POLICY NUMBER MM/DD LICY E MM/DD/YYYY LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAUL TO RENT ED CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 50.000 MED EXP(Any oneperson) $ 10,000 A MPJ7842M 04/06/2017 04/06/2018 PERSONAL&ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X P0LICYF_J jECa LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT— (Ea $ accident ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per acddent) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acddenl S UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I PER —FORTH. AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE ELIVERED IN Town of Dennis Building Department ACCORDANCE WITH THE POLICY PROVISI S. 685 Route 134 AUTHORIZED REPRESENTA South Dennis MA 02660 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Adult Education Time'Sheet - -Name: - Date Day Hours Date Day Hours _ Monday - - Monday - Tuesday Tuesday Wednesday Wednesday " Thursday Thursday Friday Friday Signed Date Adult Education Time Sheet Name: Date -.Day Hours - Date Day Hours Monday_ _ Monday Tuesday Tuesday Wednesday Wednesday _ Thursday Thursday Friday Friday.. f, - Signed Date ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map' S� Parcel 00 hy Application # l D Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee !k CQZ Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis 1 Project Street Address :zS3 57,5�9P'U r7 Village OS/-F-14 0 Owner �`AS �-� /�=���r� �w��Address �53 5 F- �e-7 e.® Telephone Permit Request Jis-s /4i ��-cZY� sG i�r�� , N �5 vi2-o R�� 5 c o w,^4 ve-J 'VogCL_ 'Is PP,2 /mot S /�i?o v 1 d14t2 Square feet: 1 st floor: existing 3✓gproposed 19<b 2nd floor: existing 3�proposed Total new -96 Zoning District Flood Plain Groundwater Overlay Project Valuation 62v 4Dc� Construction Type - Lot Size 3 SSA C Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure. Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 92�� Number of Baths: Full: existing 2- new Half: existing new 2�_ Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing o new 7 First Floor Room Count Z Heat Type and Fuel: ❑ Gas AOil ❑ Electric ❑ Other Central Air: ACYes ❑ No Fireplaces: Existing 3 New C� Existing wood/coal stove: ❑Yes Icko Detached garage: ❑ existing ❑ new size_Poolr-i(existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:4_1�existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: trs C Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑o' o N Commercial ❑Yes ❑ No If yes, site plan review # Current Use /21- 75L< Proposed Use �'�s i O%,► �' �o a� c7o y v s APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ����2S f- i .4�2-v %�� l,-Jc- Telephone Number : 6F3 - Z /C Address /`�� G• �3 y� 3 o License D�-G cl�77 Home Improvement Contractor# ` 6 v ed]:? Worker's Compensation # ALL CON TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE l9 11 FOR OFFICIAL USE ONLY F ` APPLICATION# 't3 ,DATE ISSUED ' I MAP/PARCEL N0. ADDRESS - VILLAGE OWNER E DATE OF INSPECTION: 2 y 9 FOUNDATION ZA I a�5 0 o 2J7-0 av FRAME d��ie sa r X7 ez�� >" INSULATION (0-9?Jl f I Z� 9 � FIREPLACE ELECTRICAL: ROUGH FINAL 'F. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r - F DATE CLOSED OUT ASSOCIATION PLAWNO. The Commonwealth of Massachusetts Department of Industrial Accidents JW, Office of Investigations 4' 1 600 Washington Street / Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/C'ntractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): qC,e7_5 Address: �• a• City/State/Zip: OS''Ir z.y wz. Phone 4-12 ld` Are you an employer?Check the appropriate box: Type of project(required): 1.ElI am a employer with 4.jJ2fI-am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6• ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet't 7, R,emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LEI Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.]t. employees. [No workers' i 13.❑ Other comp. insurance required_] . *Arty applicant that checks box#1 must also fill out the section below showing their workers'compauation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. �Contracwrs that check this box must at> rd an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. ram an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ^ , Insurance Company Name: Policy#or Self-ins. Lic.#: cG ! OU 32 Expiration Date: Job Site Address: 75_3 .$A�Vy rT /Zr City/State/Zip: 05,;At-01CGAe_ its`` p�5g— Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL 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 cerd nder th pena of perjury that the information provided above is true d correct. S i ature: Date: Phone#: Z Official use only. Do not write in this area;to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I. Board of Hea.tth 2. Building Department 3. City/'Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: The following sub contractors are planned to perform work at 235 Seapiut River Road for Rogers & Marney, Inc.: Northside Land Const. LLC. —Site Contractor (WC# 2001W6188) Expires 7/13/11 Bouse House - (WC# 8436360) Expires 5/18/11 Bay Colony Concrete Forms, Inc. —Foundation (WC#WC0002466) Expires 3/31/11 David Cox, Inc. —Roofing & Siding (WC#UB-910X7422-10) Expires 7/16/11 Lafluer' Electric Co. (WC 7924574) Expires 7/9/11 Spencer Hallet Plumbing, Inc. (WC# 15494F) Expires 2/22/11 Colony Insulation, Inc. (WC#) Expires 1/26/12 Blueboard Specialist (WC#UB-0194N848-10) Expires 3/3/11 Pat Kellerher Installations—Garage Doors (WC#C46251362) Expires 4/7/11 OP ID: KG ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 03125111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S� AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CT PRODUCER 508-771-1632 NA.V Northwood Ins encyy,IfIC. PHONE 540 Main Street,Suite 9 508-393-2955 A/C No Exl: AIAX C,No EMAIL Hyannis,MA 02601 ADORESS: PRODUCER ROGER-1 CUSTOMER,,, INSURER(S)AFFORDING COVERAGE NAIC i INSURED Rogers 8r Marney,Inc. INSURER A:General Casualty Insurance Co. 24414 P.O.Box 310 INSURERS:AMERICAN INTERNATIONAL Osterville, MA 02655 INSURER C: INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN R ADDL SUB POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY MMIDD/YYYY LIMBS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CCI 0395621 03/20/11 03/20/12 PREMISES Ea occurrence $ 10,000 CLAIMS-MADE FX]OCCUR MED EXP(Any one person) $ 5,000 PERSONAL 6 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY M PR, LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Perperson) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ (Per accident) H RED AUTOS $ NON-OWNED AUTOS UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION WC STAT U- O R TORY LIMITS X ER AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECUTIVE Y� NIA A C006518443 01/01 1 01/01/12 .L.FJ1CH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 (Mandatory in NH) It yes.describe under E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If mom space Is required) CERTIFICATE HOLDER CANCELLATION TOWNOFY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF YARMOUTH THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT 507 BUCK ISLAND RD YARMOUTH, MA 02675 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD Massachusetts- Department of Public SafetN. Board of Building Reula[ions and Standards Construcfion Supervisor License License: CS 102999 Restricted.to 0�0, : �'' GARY SOUZA f Si4f F.O BOXt21,113 i 'COTUIT-,.MN ,','026350 r o-- Expiration: 8/16/2012 Y'anmi�siu°er' Tr#: 102999 Jlte -� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Reqistration: 164688 Type: Private Corporation Expiration: 10/30/2011 Tr# 290070 ROGERS AND MARNEY, INC. GARY SOUZA P.O. BOX 310 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. Address (] Renewal E] Employment Lost Card UPS-CA/ O 50M-04104-G110T01216p � ✓lee Li a7'n.,nanuea�l� o�✓�aaoac%uaella , • License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: INOME IMPROVEMENT CONTRACTOR - Office of Consumer Affairs and Business Regulation Registration: 1W88 10 Park Plaza-Suite 5170 Ezpira # 011 Tr# 290070 Boston,MA 02116 TYPO: ;a4vte Corp oration RO,GERS AND � r ` O� VI AA23 �nderseeretary y� Not v id it out signature -1� The Commonwealth of Massachusetts Department of industrial Accidents Office of investigations' 600 Washington Street Boston, MA 02111 wwiv.rnass.gov/dia workers' Compelasation insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print x.eib1Y Name (Business/Organization/Individual):-L �n��[ r1� ' CMTUA—Inc. Address:I 1 Le jA 12 &e— City/State/Zip: #T4T DNS (n►1 , IV Phone.#: �S2&`l /7 re you an employer? Check the appropriate box: Type of A project(required): 1.[:11 am a employer with 4• ❑ 1 am a general contractor and 1 6. ❑New construction have hired the sub-contractors employees (full and/or.part-tim.e).* listed on the-attached sheet. 7.• Remodeling •.2.❑ 1 am a 3oleprpprietor or'partfter-' These sub-contractors have •' ship and have no employees 8. � Demolition • working for me.in any capacity. employees and have workers'nce.t 9 ❑Building addition o workers'-co comp. insura insurance '10. Electrical airs or additions required.] 50 We are a corporation and its ❑ . p 3.El lam a homeowner doing all work officers have exercised their 11.❑plumbing repairs or additions myself.[No workers' comp. right df exemption per MGL 12-❑Roof repairs insurance.required.] t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp. insurance required] *Any applicant,that checks box#1 must also fin out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tCon6mctors that check this box must attached an additional sheet showing the name of the sub contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must providb their workers'comp,policy number. lam an employer that is providing workers' compensation insurance for Illy employees Below is the policy and job site information. lnsuranco Company Name: . Policy#or Self-ins. Lie.#: Expiration Date: City/State/Zip: Job Site Address:2S e policy number and expiration date). 3 ���1� Attach a copy of the workers' compensation policy declaration page (showing the Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimiri4l penalties a. a fin.tip to 31,500,00 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 the b for insurance coverage verification. X do hereb c er the pains'and penalties of perjury that the information provided above is true and correct Si a l Date: Pho # �bS—�3�-173I Official use only. Do not write in this area, tb be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): .1. Board of Health '2.B wilding Departrben t 3. City/Towri Clerk 4.Electrical Inspector S. Plumbing Inspector '®� atx® and Ins' t�ructi®ns oy Massachusetts General Laws chapter 152 requires all employers to prove eide workers' or er another underoany contra t oflhiraes. Pursuant to this statute, an employee is defined as ...every person irk express or implied, oral or written." An employer is defined as"an individual,partrrership, 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 deem to ePlHoweverhthc receiver or tr'vstee of an individual,partnership, association or other legal entity,employing p Ye owner of a dwelling houso having not more than three apar(7nents and who resides therein, or the occupant l the dwelling house of anothe m r who employs persons to do aintenance, construction or repair work on such dweelling house o'r on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §2SC(6) also states that"every stale 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 th2 insurance coverage required." 'Neither the commonwealth nor any of its political subdivisions shall Additiorially,MGL ahapter 152, §25C(7) states . enter into any contract for,the performance of public work until acceptable evidence of compliance Frith.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 yoursituation and, if necessary,supply sub-.contractor(s)name(s),-address(es)and.phone numbcr(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. Bq 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 is being requested,not the Department of be returned to the city or town that the application for the permit or.license 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-imurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is completc'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. Iu addition, an applicant that must submit multiple permiblicense applications in any given year, need only submit onp affidavit indicating current or policy information(if necessary)and under`Job Site Address" the applicant should write"all locations in (city 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. Whereaffidavit a home owner or pitizen is obtaining a license or permit not related Eo any business nr commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this 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: Tba Commonwealth of Ma%Sachusetts Department of ladustri,al Accidents Office of layestigatfo-ns• 600 Washingfnn Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS.SAFB Fax#617-727-7749 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map O Parcel Application Health Division Date Issued Conservation Division D/Gt�t) ����yP56 Application Fee Planning Dept. Permit F I low w Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village c-m!101 Owner XJA<,xi i p1VV ' I V_0 1 Address i�S� StD�ii'�u�J O , Telephone Permit Request {- { K�(�c9 i lr� h-el,<l LsrPf(n&r Pka'Qat, l Fb�k fPTt+ �J PFasi ikeI&V ( vo7-K (&Y-MW.QI�A, Square feet: 1 st floor: existing �S proposed LClQ 2nd floor: existing1460 proposed (S Total new L 150 Zoning District Flood Plain Groundwater Overlay �Q Project Valuation b cl� Construction Type 4 . Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) , Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: D Ye ] N` Basement Type: 4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) ;5"70 Basement Unfinished Area (sq.ft) ct 2J Number of Baths: Full: existing_ new 3 Half: existing new Number of Bedrooms: existing.3new Total Room Count (not including baths): existing _new First Floor Room Count C Heat Type and Fuel: ❑ Gas X Oil ❑ Electric ❑ Other o o � Central Air: id Yes ❑ No Fireplaces: Existing _New --oe Existing w*/cgal stove:1,03 "s A'No -v C> , Detached garage: ❑ existing ❑ new size Pool:N1 existing ❑ new size _ BarnrU ex �in ❑ new;,size_ Attached garage:$4 existing ❑ new size _Shed: ❑ existing 0 new size _ Other: 3 Cn Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ -� r Commercial ❑Yes ❑ No If yes, site plan review# tN r" Current Use Proposed Use t �` APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name fC��4§i�T" £�Tcvc��+n i C. Telephone Number ���7�7��73 J Address ��� �ObC� License# nS M r S P S Home Improvement Contractor# M i 66 10 9_G qQ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CesSe.11A Lr-*Q71__e liz SIGNATURE DATE .20 I� Y FOR OFFICIAL USE ONLY . APPLICATION# .,PATE ISSUED MAP/PARCEL NO. s if ADDRESS VILLAGE OWNER_ DATE OF INSPECTION: FOUNDATION , FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED.OUT ASSOCIATION PLAN NO. _ t i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S � Parcel f) 2 �S_ Application # 10 Q 6V-5r7 Health Division �� Date Issued ZY/ l b . Conservation Division _ App i I• S� cation Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board D Historic - OKH _ Preservation / HyannisL Project Street Address diJ 3 Sej4 f�- O 1 f 1,yX r 2 L� Village Owner kl/aS(Y)11 .,c `1-,r oS I Address<�6 Qy(,6M 6aPlh L /6y Cr�l 5- Telephone Permit Request f -MQ. be-04`►S Rcl�►t�l/oL, aw-c— i- Or ,/J,ec✓ Fi�nab i /1,.Ar�i��oVl .70 CK n -fis= 2,ol-'P k) Pne-,e 40)l hx' vlaR k� God rjCaf k J Square feet: 1 st floor: existingJ2ooProposed 2nd floor: existing /ZS� proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 05 Grandfathered:' ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: g Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) fitLtO Number of Baths: Full: existing 3 new Half: existing 0 new I Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas X Oil ❑ Electric ❑ Other Central Air: 0Yes ❑ No ' Fireplaces: Existing I New Existing wood/coal stove: ❑Yes .�I'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size= Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size Otherd A Zoning Board of Appeals Authorization ❑ _Appeal # Recorded ❑ p Commercial ❑Yes ❑ No If yes, site plan review # NO Current Use Proposed Use 9 F q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) . Name Telephone Number Address �. 1..; _ License #�:S ! l Lc Home Improvement Contractor# 12 Cl 9 46 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C09seIIA ETC • 1 SIGNATURE41 DATE FOR'OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED f MAP,'/PARCEL NO. ADDRESS VILLAGE OWNER r < ` ` • , - s _ DATE OF INSPECTION: FOUNDATION 4 fc �-5 '/o S L ,.. ' FRAME S cQ-66t4 Poo-C4 S ic- c� -'iec , ors - r -(o Pal INSULATION;(S_c) 6kho,A/-/-- FIREPLACE r . e ELECTRICAL: ROUGH FINAL - f 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL :J " FINAL BUILDING A' DATE CLOSED OUT ASSOCIATION PLAN NO:. r j i — '� The Commonwealth of Massach usetts .. Department of Industrial Accidents } Office of Investigations 1'- 600 Washington Street t F�: _ Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): <Xe�Cl �PS j (9(1Sj�CK 1 Cell UC, Address: 1J 2 rarer City/State/Zip: ft-QAT Ms Phone #: Sbe -'73�;—) �3 Are you an employer? Check the appropriate box: Type of project(required): 1.El am a employer with 4. 0I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp, insurance.t required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t C. 152, §1(4),and we have no 13.0 Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 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-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: 0-eurtfl t M('IZ--7,o L D/1�, C-0 . Policy#or Self-ins. Lic. #: ' 1 C� '! L J Expiration Date: Job Site Address:�S 3 S-<zPO i 1C��J 1 City/State/Zip: b,_1 M `lCf Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL 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 c rt' er the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: O Phone 6-��—�-�-) r .3 I Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Date: 10/19/2009 Time: 2:17 PM To: Coast, Ocean @ 9,15084281040 Rogers & Gray Ins. Page: 002 Client#:4597 CCINSUL ACORM, CERTIFICATE OF LIABILITY INSURANCE 1019/09D/YYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Peerless Insurance 34754 Cape Cod Insulation Inc INSURER B: Atlantic Charter Insurance 455 Yarmouth Road INSURER C: Commerce Insurance Company Hyannis,MA 02601 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRINSH NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE MMIDO/YY DATE MMIDD/YY LIMITS A GENERAL LIABILITY CBP8263063 04/01/09 04/01110 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $100 000 PREMISES i&'CLAIMS MADE a OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 00Q 000 GENERAL AGGREGATE $2 000 000 GENE AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY ECT LOC C AUTOMOBILE LIABILITY 09MMBCKVMK 04/01/09 04/01/10 COMBINED SINGLE LIMIT ANY AUTO (Ea acddent) $1,000,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULEDAUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERIY DAMAGE $ (Per acddent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ " OTHER THAN .11 AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WCA00525900 06/30/09 06/30/10 X .WC STATtI- OTH- EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 IO)U describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Ocean Coast Construction Inc. DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 11 Leda Rose Lane NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Marstons Mills, MA 02648 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r ACORD 25(2001108)1 Of 2 #S46682/M46044 CBR © ACORD CORPORATION 1988 OCT 19,2009 13:52 ROGERS,+GRAY IN Rogers & Gray Ins. Page 2 i Board of Building Regulations and Standards _ - HOME IMPROVEMENT CONTRACTOR I Registrat o" 134966 Expiration:::,2/�5/2010 Tr# 263621 e 'Type: P`iNate Corporation _.ye.`. OCEAN COAST CONSTRUCTION),INC. JOSEPH REGAW,1`� 11 LEDA ROSE LANE_e ✓ w+ � MARSTON MILLS,MA 02648 Administrator Massachusetts- Department of Public SafetN_ Board of Building Regulations and Standards Construction Supervisor License License: CS 79147 Restricted to: 00 JOSEPH P .REGAN 11 LEDA ROSE LANE MARSTONS MILLS, MA 026, Law"" Expiration: 1/24/2011 ('ummissiuncr Tr#: 10260 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel O®/ Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address �S3 SPu -% /z��� /aci�.O Owner rN- Address T VIf- /20-5f- �yw-Til Telephoner-`^v8 3� "1-_ Permit-Request--- , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑ Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)�= Number of Baths: Full: existing new Half: existing c i new o Number of Bedrooms: existing _new _ Total Room Count (not including baths): existing new First Floor Room Count � i Nu Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other01-== , ; Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑-existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r,,,N _=,� o -s >`—�� z-�� —Telep`f one;Number—.-.. Address �• �� ��o rLicense"#: o2G S"c Home Improvement Contractor# 16 Y6 89 Worker's Compensation # CyG DOG S/ JR y Y 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO NNI SIGNATUREr DATE— T J FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED k MAP/PARCEL NO. z, F ADDRESS VILLAGE , OWNER,� t f DATE OF INSPECTION: FOUNDATION >y FRAME 5a INSULATION S, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 44 �1 il I I I t f. lJ E r E� 4 DATE CLOSED!OUT �;;ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map U arcel-L CEO � Application 206?a( Ala r Health Divisions r^i Date Issued Conservation Division Application Fe IstPlanning Dept, Permit Fee (g� Date Definitive Plan Approved by Planning Board - 9 jJ U - Historic - OKH Preservation / Hyannis Project Street Address �,s S C/� 1�UZ 1 1 U (1-per ICnn d Village OSTe_ry i I) C Owner iLag&7-.1-7P Jolty 1ry<,. Address &) srreer Telephone ZQ&TB6 AsS 02-11 O Permit Request -_A-0Di _(4d i A 69P r)an Le7- { b!ne/S ,Nei," L.-, I'Dox-,J SAT i r)1 n , il/,ew I�ivC, er-c)�j'�.�c.ro,. j�;�Yt,r•S r (=laear,'�� / n��✓ ,ems Pyi, IA TA —oo-%ee) in-?, 2ao I Square feet: 1 st floor: existing L312proposed / < < 2nd floor: existing proposed Total new 34?_ Zoning District — Flood Plain Groundwater Overlay Project Valuation Q ,'09onstruction Type �r a4 L Lot Size hcnG Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 14 Two Family ❑ Multi-Family (# units) Age of Existing StructureQ f — Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other 5v4'e> mtN a AdE Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number=of Baths:-Full:-existing_._ new Half: existing new Number of'Bedrooms: 3 existing g new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas $.Oil ❑ Electric ❑ Other Central Air: D(Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo y Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:Xexisting ❑ new size _Shed: ❑ existing 0 new size _ Other: c o Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ o o m � Commercial ❑Yes ❑ No If yes, site plan review# q Current Use Proposed Use N Ca APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C_' '2 CM% ( WS_,Ti x 11(kn C Telephone Number 77 377~ L13 1 Address a�Se License # CS O__)9 f;(-17 1V12 Home Improvement Contractor# i 3 cl q G6 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE LL—��—�� f r� FOR OFFICIAL USE ONLY PR,ICATION# .DATE ISSUED t ' MAP/PARCEL NO. w ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME S seR..EcN Poe2c� S�c� CoK KC�; ` t�EAr � INSULATION D Al FIREPLACE j ELECTRICAL: ROUGH 'FINAL . PLUMBING: ROUGH { FINAL _. GAS: ROUGH FINAL FINAL BUILDING G LI *— • __ DATE CLOSED OUT ASSOCIATION PLAN NO. '. ,per The Commonwealth of,4fassachusetts Department of Industrial Accidents Office of Investigations' UV 600 Washington Street Boston, MA 02111 - wwl�.mass.gov/dia , Workers' Compenisation insurance Affidavit: Builders/Colntractors/Elet tricians/Plumbers _Applicant Z.ntformation Please print L,eiblV Name (Business/Organization/Individual): 0(_4,Ql1 r 1 Cdl/1Z, VC;' ' Address: City/State/Zip: POD �� Phone.#: SO(a— _37-17 3 Are you an employer? Check the appropriate box: Type ofpiroj2ct(required): 1.❑ I am a employer with 4 1 am a general contractor and 1 6 ❑New construction employees (full and/or part.tim.e).* have hired the sub-contractors listed on the'attached sheet. 7..�Remodeling ,.2.❑ I am a Soleproprietor or'parttter-' These sub-contractors have S. X Demolition ship and have no employees employees and Have workers' 9 ❑Building addition working for me.in any capacity. • camp. insurance.# [No workers'•comp.•insurance '10.❑Electrical repairs or additions required) 5, ❑ We are a corporation and its 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.❑Roof repairs insurance:required-] t c, 152, §l(4•), and we have no employees. [No workers' 13.[] Other comp. insurance required.] "Any applicant•that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional shcot showing the name of the sub-contractors and state whether or not those entiti es have employees. if the sub-contractors have employees,they must providb their workers'comp,policy number. lam an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: . Policy#or Self-ins. Lic.#: Expiration Date: nn C \Job Site Address: ifl��w�'� City/State/Zipl(?I Q �C vti �z��fc..3. Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to 31,500.00 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 ainst the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investi ations for insurance coverer e verification. X do hereby e der the pains and penalties of perjury that the information pro•vlded above is truce and correct Si afar . Date: Phone S� 73� 173 Official use.only. Do not write in this area, to be completed by city or town officiaL City or Town: Pere-dULicense# Issuing Authority(circle one): 1. Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5• Plumbing Inspector Information and Instrue .10ns Massachusetts General Laws chapter 152 requires all employers to provide ce of another eundei°any contrac n'for their. t o lhirees. Pursuant to this statute, an employee is defined as ...every person e eicpress or implied, oral or written." An employer is defined as "an individual,partnership, association, al corporation hof a legal deceased empl ye,or themore of the foregoing engaged in a joint enterprise, and including the legal em to ees. However the receiver or trustee of an individual, partnership, association or other legal entity,employing p Y 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 ice of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliznce�dth 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-contiactor(s)name(s),-address(es)and.phone number(s) along with their certificates)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. Bp 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 peiit 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 aiurtber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City.or Towa 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. the pernuVUcensa number which will be used as a reference number. ln.addition, an applicant Please be sure to fill in that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating c e in c or policy information(if necessary) and under"rob Site Address" the applicant should write"all loca b erovided to the town);".A copy of the affidavit,that has been officially stamped or marked by the city or town may p 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 pitizen is obtaining a license or permit not related fo 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 Luyestigafians- 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MA.S.SAFB Fax# '617-727-7749 AP�ncrrl 1 1_77_fl�i . ,-,-.oco rMilldiq r ACORD 5/19/19/CERTIFICATE OF LIABILITY INSURANCE ° 2009lDDl :.. PRODUCER (508)656-1400 FAX: (508)656-1499 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Charles River Ins. Brokerage, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE g HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 5 Whittier Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4th Floor Framingham MA 01701 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:AIG 32220 Central Construction Co, Inc. INSURER 13:Travelers Ins. Co. 820 Main Street INSURER C: INSURER D: Cotuit MA 02635 INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. GGRE ATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION IY rc Ur lrvbunssiui::: rlJLla:t lvuMisert DATE MMIDDIYY DATE MM/DDNY WITS = I EACH OCCURRENCE 1,000,000 X C:(SMMFRCIAI C;ENFRAI !IARII ITY i 680_$644A484A 11/14/2008 11/14/2009 PPE��S O�Ec�^Iclrron.`ol $ 300,000 -L.,li— Ln OCCUR' MED EXP An V oneperson) 5,000 II I PERSONAL E ADV INJURY a 1;000,OOOI I---"1 GENERAL AGGREGATE 2,0 00,000 HEN L AGGGREGATE U!rtiT APP•IES PER: PRODUCTS-COF"PiOP AGG 2,000 0O0 POLICY jr7 EC LOC ., ANy CI 17n (i=e a tlucl n) ALL QVVN=U AU I zi BODILY INJURY` ! . (Per person) , HIRED AUTOS I gnnu v IN.11 lay I I I (Par nrr*1pnn � I I b r_eoercI.A Pit 1Ty I I AUTO ONLY-EA ACCIDENT R I fANY AUTO OTHER THAN EA ACC $ 1 i I I AUTO ONLY: AGG s CESMMBREL fA LIABILITY t EACH OCCURRENCE $ I II l u JC vii �J Cif irla MAuc I _ I AGGREGATE 5 i I I e DEDUC f IULE RC I Ei,!'T ON a I WORKERS CUMPENSA'11UN AND ITOR TH- Y LIMIT$l LFR I I cmrLuirkS uAcisui r' 100 D00 I ANY PRUPRIETORIPARTNERfEXECU FIVE E.L.EACH ACCIDENT $ UrnCtrVMEMOEK txi LUueu-r wr-. nnE-iR-FenR 5/14/2009 5/14/2010 a L.DISEASE_E,q EVIPLOYee$ 100,000 If yes,describe under r� .s .. SPECIAL PROVISIONS below O ` I — 'Y V E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER i UESCIRVI KIN UE UPERNI KINSILOCA'OUNSIVEHIGLESIEXCLUSIUNS AUUEU BY ENUUHSGMEN"I78PEl:lAL PROVISIONS I CERTIFICATE HOLDER CANCELLATION :dGi vi lug Havre iic:i�avucv 'r vu�ac:a uc ' "`.nlr\.LLLL'v iiu VI(L II�L I To-m of Falmouth FYRIRATInN DATE TUFRF0F THE ICCI IINr 11JCIIOFR w111 FNnFAVAR Tr% MAII I 59 Ton hall Square DAYS WRITTEN NUI'ICf:TO THE GERTIFICA'I'E HOLUER NAMED TU THE LEFI',BUT I Falmouth, MA 02540 INSURER.ITS AGENTS OR REPRESENTATIVES. AI-Wu 0!7en Reooeeeurwrnre Gerry Kennedy OCARn 95 f9flnimm n Arnpn CORPnROTlntd 14RR r ur L;ICd1t:U VVILII Ijuiri2utui V LIIdl VCI5IUII VVM.pdffactory.com - - I r,<�.fal+. ti-•:i::>E:.ter.: .. .. ..., .... .. - .. •.n., ,.-r:�.�Z ,per ✓/LQ T00•YN/YILCNtf+ia+^".. 6�`�"""'- LC�OW� 2 i L\ Board of Building Regulations and.Standards HOME IMPROVEMENT CONTRACTOR RegistrgQg,,\134966 E`prat o 5/2010 Tr# 263621 (T= =P_r ate Corporation •• � -4T Pe 1 -- OCEAN COAST ; N:S RUG-T N,INC. JOSEPH REGANIE—= .r i • 11 LEDA ROSE LAN t'�ARSTON MILLS.MA 0 6�8 Administrator i Massachusetts- Department of Public Safety Board of Building Regulations and Standards Q Construction Supervisor License License: CS 79147 i Restricted to: 00 JOSEPH P•-REGAN 4f^:, 11 LEDA ROSE LAND MARSTONS.MILLS;,MA 02648 Expiration: 1/24/2011 ('ununlsviuner Tr#: 10260 t A . 4. 7A or vidul use -�an��zon � � registration valid f found�return to* . tj uladons and Standards License ore the expiration date. Board or Building Reg Regulations and Standards Board of Building g 1301 HOME IMPROVEMENT CONTRACTOR One Ashburton Place Rm Registration: 134966 ' Tr# 263621 Boston,Ma.02108 Ezpirat,o 1512010 T f✓TXfr S=- 1 1 ..----.T pe;=Private Corporation = r - ` lug �" INC. ---- OCEAN COAST GOIJ_STRCT_ N, `� F. J nature JOSEPH REGAN-� of valid without sig 11 LEDA ROSE IANi -8 administrator _,s,. p7 ARSTON MILLS,MA 0264 t r Notice of Consent . I , -'A w'L L L° , Owner(s) give Ocean Coast Construction, Inc., full authority to act on my behalf, in securing any permits necessary for the completion for the project at 253 Seapui-t River Rd. Oyster Harbors, Osterville, Massachusetts, Owner: Const tion Manager: O ast Construction Inc. signature Date: Date: 61P,- 10- C)5 _ 08 - 2d- 09 OCC.Construction Agreement.2009 Client#:135730 RICHIESINS ACORDTM CERTIFICATE OF LIABILITY INSURANCE 10/19/200"Y"Y' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HUB International New England ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 222 Milliken Blvd HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fall River,MA 02722 508 235-2200 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Peerless Insurance Co Richie's Insulation,Inc. INSURER B: 111 Old Bedford Road INSURER C: Westport,MA 02790 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION D TE MM/DD DATE(MMfDDNn LIMITS A GENERAL LIABILITY CBP8235968 01/31/09 01/23/10 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO REPREMISES Me ncel NTED $300 OOO CLAIMS MADE 51 OCCUR MED EXP(Anyone person) $15 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY X PRC LOC A AUTOMOBILE LIABILITY BA8231299 01/23/09 01/23/10 COMBINED SINGLE LIMIT 1 ANY AUTO (Ea accident) $ OOO,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIREDAUTOS BODILY INJURY $ X NON-OWNEO AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSIUMBRELLA LIABILITY CU8230871 01/31/09 O1/23/10 EACH OCCURRENCE $1 000 000 X OCCUR CLAIMS MADE AGGREGATE $1 OOO 000 DEDUCTIBLE $ X RETENTION _ $10000 A WORKERS COMPENSATION AND WC8596469 02/10/09 02/1011 O X WC STATU- OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Ocean Coast Construction DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL -In_ DAYS WRITTEN 11 Leda Rose Lane NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Marstons Mills,MA 02648 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE_ ACORD 25(2001/08)1 of 2 #S310022/M240146 SV001 © ACORD CORPORATION 1988 r Notice of Consent P�MNV 4qp er(s) give Ocean Coast Construction, Inc., full authority to act on my behalf, in securing any permits necessary for the completion for the project at 253 Seapuit Diver Rd. Oyster Harbors, Osterville, Massachusetts, Owner: Const tion Manager: O ast Construction Inc. "�"`signature Date: Date: i OCC.Construction Agreement.2009 f -A Office of Consumer Affairs&Business Regulation License or registration valid for individul use only before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Reg istrations �'g4966 10 Park.Plaza-Suite 5170j Expiration:=3-2�1?512012 Tr# 293337 Boston c!'•1 = '-;:. ;7i MA 02116 ,1 Types; :E=Pnvate;Co�pocation - OCEAN COAST CONSTR�UCT:IO.N, INC. JOSEPH REGAN� GI1 �. 11 LEDA ROSE LANE , II MARSTON MILLS, MA 0264$ UndersecretaryA valid without signature Massachusetts- Department of Public Safety Board of Buildin;; Regulations and Standards Constructi6n Supervisor License ,License: CS 79147 Restricted-to:. 00 JOSEPH P REGAN ,a 11-LE6A ROSE LANE_ MARSTONS MILLS; MA 02648 cam - �i Expiration: 1/24/2011 Commissioner Tr#: 10260 J YASMINE REALTY LIMITED Omar Hodge Building Wickham's Cay Road Town,Tortola British Virgin Islands November 25,2009 Town of Barnstable Building Divison 200 Main St. Hyannis, MA 02601 To Whom It May Concern: The Undersigned,as sole Director of Yasmine Realty Ltd. (the"Company"), hereby authorizes Ocean Coast Construction, Inc.to engage in construction activities in connection with the Company's house located at 253 Seapuit Road, Osterville, MA 02655. Yours Sincerely, H.T.M. S ryifes Ltd. By:(41 0 4 Name:Annette a vious,Juan Carlos Qu zada Title:Authoriz Signatories i 253 Seapuit River Rd, Osterville 11 /1 /10 Jrr 1 /Iv 1," ' ^^ 'rJ Ar _ ao loao � �� YASMINE REALTY LIMITED Omar Hodge Building Wickam's Cay Road Town,Tortola British Virgin Islands November 11, 2009 Town of Barnstable Building Divison 200 Main St. Hyannis, MA 02601 To Whom It May Concern: The Undersigned, as sole Director of Yasmine Realty Ltd. (the "Company"), hereby authorizes the Company to engage in construction activities at its house located at 253 Seapuit Road,Osterville, MA. The house is managed by Ocean Coast Construction, Inc. Yours Sincerely, H.T.M. Services Ltd. By: Name:Annette Macta Jane Malone Title: Authorized Si%katuries i CERTIFICATE OF INCUMBENCY H.T.M. SERVICES LTD. We, HAMILTON TRUST & MANAGEMENT COMPANY LIMITED, of Road Town, Tortola, British Virgin Islands,a company duly incorporated under The Companies Act Cap.285 and registered under Official Number 6125 since the 181h day of October 1984,and re-registered as a BVI Business Company on the 151 December 2008, as Registered Agent of H.T.M. SERVICES LTD., a company incorporated in the British Virgin Islands under the International Business Companies Act on the 201h day of November,2000,under IBC No.417504 and re-registered as a BVI Business Company on the 1 s1 day of January 2007,under Registration No.417594,(the"Company")do hereby certify that,as of the date hereof,according to the records kept at the Company's Registered Office: 1. According to our records, the Company is validly incorporated under the laws of the British Virgin Islands(BVI Business Companies Act, 2004)and is in good standing. 2. That the following is a list of the duly elected Directors and Officers, each holding the positions set forth opposite their respective names, and a specimen of their respective signatures(the"Authorized Signatories"): Jane Malone Director and President Annette Mactavious Director and Secretary Juan Carlos Quezada Director and Assistant Secretary (. ' Howard Berke Assistant Secretary Stephen Rasch Assistant Secretary K'Desha Bloice Assistant'Secretary 1 Attached hereto and made a part hereof as Exhibit A are the passports of each of the Authorized Signatories. Dated: September 22, 2009 HAMILTON TRUST&MANAGEMENT COMPANY LIMITED By- Na e:Juan Carlos ezada,Annette Mactavious Title: Authorized Signatories REScheck Software Version 4.3.0 Compliance Certificate Project Title: Yasmine Realty Trust Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 253 Seapuit River rd Joe Regan osterville,MA Ocean Coast Construction Inc. 11 Leda Rose Lane arsatons Mills,MA 02648 508-737-1731 oceancoastnorth@gmail.com Compliance: Maximum UA:6 Your UA:6 Gross Cavity Cont. Glazing 'UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss — -- — — — Exemption:Framing cavity filled with insulation. Wall 1:Wood Frame, 16"o.c. — -- — — — Exemption:Framing cavity filled with insulation. Wall 2:Wood Frame, 16"o.c. — — — — — Exemption:Framing cavity filled with insulation. Wall 3:Wood Frame,16"o.c. — — -- -- — Exemption:Framing cavity filled with insulation. Wall 4:Wood Frame,16"o.c. — — -- — — Exemption:Framing cavity filled with insulation. Window 1:Metal Frame with Thermal Break:Double Pane with — — — — — Low-E Exemption:Glazing replacement in existing sash or frame. Window 2:Metal Frame with Thermal Break:Double Pane with — — -- — — Low-E Exemption:Glazing replacement in existing sash or frame. Window 3:Metal Frame with Thermal Break:Double Pane with — — — -- — Low-E Exemption:Glazing replacement in existing sash or frame. Window 4:Metal Frame with Thermal Break:Double Pane with -- -- - -- - Low-E Exemption:Glazing replacement in existing sash or frame. Window 5:Metal Frame with Thermal Break:Double Pane with — — — — — Low-E Exemption:Glazing replacement in existing sash or frame. Window 6:Metal Frame with Thermal Break:Double Pane with -- - - - - Low-E Exemption:Glazing replacement in existing sash or frame. Door 1:Solid 2 3.000 6 Basement Wall 1:Solid Concrete or Masonry — — — — — Exemption:Framing cavity filled with insulation. Basement Wall 2:Solid Concrete or Masonry — — -- — — Exemption:Framing cavity not exposed. Basement Wall 3:Solid Concrete or Masonry -- -- -- - - Project Title: Yasmine Realty Trust Report date: 01/06/10 Data filename: Untitled.rck Page 1 of 5 Exemption:Framing cavity not exposed. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space — -- -- -- — Exemption:Framing cavity filled with insulation. Boiler 1:Other(Except Gas-Fired Steam)80 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Yasmine Realty Trust Report date: 01/06/10 Data filename: Untitled.rck Page 2 of 5 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity filled with insulation. Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 2:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 3:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 4:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry Exemption:Framing cavity filled with insulation. Comments: ❑ Basement Wall 2:Solid Concrete or Masonry Exemption:Framing cavity not exposed. Comments: ❑ Basement Wall 3:Solid Concrete or Masonry Exemption:Framing cavity not exposed. Comments: Windows: ❑ Window 1:Metal Frame with Thermal Break:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Window 2:Metal Frame with Thermal Break:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: Cl Window 3:Metal Frame with Thermal Break:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Window 4:Metal Frame with Thermal Break:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Window 5:Metal Frame with Thermal Break:Double Pane with Low-E Project Title: Yasmine Realty Trust Report date: 01/06/10 Data filename: Untitled.rck Page 3 of 5 I Exemption:Glazing replAcement in existing sash or frame. Comments' ❑ Window 6:Metal Frame with Thermal Break:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.3.000 Comments: This door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space Exemption:Framing cavity filled with insulation. Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 AFUE or higher Make and Model Number. ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ 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. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Cl Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Project Title: Yasmine Realty Trust Report date:01/06/10 Data filename: Untitled.rck Page 4 of 5 Temperature Controls: 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: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Yasmine Realty Trust Report date:01/06/10 Data filename: Untitled.rck Page 5 of 5 g. 2006 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 0.00 Wall 0.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window Door 3.00 NA CoolingHeating& Other Non-Gas-Fired Boiler 80 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: i TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: 1/28/2010 TO: Jeffrey Lauzon,Bldg. Inspector Total No.Pages: 2 200 Main St. BN Job No.: 2009-042:02 Hyannis,MA Subject: 253 Seapuit River Rd. Oyster Harbors Phone: cc: J.Regan; files We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No.of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ® Hand Delivery The following documents: ❑Prints/Plans ❑ Order of Conditions ❑Variance Approval ❑Recording Slip❑ Septic System Permit a Notice of Intent n Determination of Applicability' n Other DATE COPIES NO. PAGES DESCRIPTION 1/28/10 2 1 RDA—Proposed Additions These items are transmitted as checked below: g For Your Use �9 As Requested ❑For your Files ❑ For Review And Comment ❑ For Recording ❑As Required Remarks: Flood Zones have been labled If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502;ext 13 or via email at swilson crbaxter-n, ems. Stephen A. Wilson,P.E. Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegibl<; incomplete or not intended for your use. Thank you. I:\document templates/transmittal template r The Commonwealth of Massachusetts Department of Industrial Accidents _ f ` e D Yt�'`I'CcLfi t Office of Investigations 600 Washington Street j Boston,MA 02111 e �=' www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizabon/Individual): At• r g Address: City/State/Zip: pS�7�2utcc-z_ -1/t2 cxzcS�Pbone#:' g — �f 2-9 _6116 Are you an employer?Check the appropriate bo Type of project(required): L❑ I am a employer with 4 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet.1 ?•Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. ! 9. 0 Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work *right of exemption per MGL IL[].❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' , 13.❑ Other comp. insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'eomparration policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 14--ontraetors that check this box most attached an additional sheet showing the name of the sub_onbi cton;and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Z.-- , t.t,) Policy#or Self-ins.Lic.#: 63 9 S(. Z-f Expiration Date: iZ Job Site Address: Z53 5��9PZ1 �T /L�urL_ 12p/1d City/State/Zip: 02-Gs�- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL 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 certionder the pt p ¢ p Jury that the information provided ab ve is true and correct Signafore: Date: In 2 (-4111 Ph one#: Official use only. Do not write in this area;to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: OP ID: KG CERTIFICATE OF LIABILITY INSURANCE DAT03125D/ 3I251 111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CONTACT PRODUCER 508-771-1632 NAME: FAX PHO ENorthwood Ins.A"nc9 Inc. 508-393-2955 ArcNNo Ex : A/C No: 540Main Street,Suite Hyannis,MA 02601 ADDRESS: PRODUCER ROGER-1 CUSTOMER ID is INSURER(S)AFFORDING COVERAGE NAIC i INSURED Rogers&Mamey, Inc. INSURER A:General Casualty Insurance Co. 24414 P.O.Box 310 INSURER a:AMERICAN INTERNATIONAL Osterville,MA 02655 INSURER C: INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCElaDLIS'UB POLICY NUMBER MM/DD/YWY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CCI 0395621 03/20/11 03/20/12 PREMISES Ea occurrence $ 10,000 CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER' PRODUCTS-COMP/OP AGO $ 2,000,000 POLICY PRO LOC $ A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ (Per accident) H IR ED AUTOS NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DEDUCTIBLE RETENTION $ WORKERS COMPENSATION TWC ORY SLAT LIMITS X ER ER AND EMPLOYERS'LIABILITY 01/01/11 01/01/12 E.L.EACH ACCIDENT $ 500,000 B ANY PROPRIETORIPARTNERIEXECUTIVE Y� N/A C006518443 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000' (Mandatory In NH) II ye''escnl a under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNMAS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Mashpee ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept 16 Great Neck Road North Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD t i The following sub contractors are planned to perform work at 235 Seapiut River Road for Rogers & Marney, Inc.: Northside Land Const. LLC. — Site Contractor(WC# 2001W6188) Expires 7/13/11 Bouse House - (WC# 8436360) Expires 5/18/11 Bay Colony Concrete Forms, Inc. —Foundation (WC# WC0002466) Expires 3/31A I David Cox, Inc. —Roofing & Siding (WC#UB-910X7422-10) Expires 7/16/11 Lafluer' Electric Co. (WC 7924574) Expires 7/9/11 Spencer Hallet Plumbing, Inc. (WC# 15494F) Expires 2/22/11 Colony Insulation, Inc. (WC#) Expires 1/26/12 Blueboard Specialist (WC# UB-0194N848-10) Expires 3/3/11 Pat Kellerher Installations— Garage Doors (WC#C46251362) Expires 4/7/11 Massachusetts- Department of Public SafetN Board of Building R�!;,ulations and Standards Construction Supervisor License .License CS 102999 ReStricted.to 00 � ;I GARY SOUTA o)`I -P.O BOXy211 C0TUIT,;MAL02635s.' 1 lr Expiration: 8/16(2012 Commissioner' Tr#: 102999 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 164688 Type: Private Corporation Expiration: 10/30/2011 Tr# 290070 ROGERS AND MARNEY, INC. GARY SOUZA P.O. BOX 310 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. Address F Renewal Employment Lost Card DPSCAI 0 SOM-04704-0101216 ..� ✓i�e l�omonowiea`!�c o�✓�aaacu/cuaella 1 • License or registration valid for individul use only ! Office of Consumer Affair&Business Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation RefjlstraUoix 1'64688 10 Park Plaza-Suite 5170 Ezpiran { 011 Trq 290070 Boston,MA 02116 TYpjnrle Corporation - y::-- : ROGERS AND M .R6Y, fJC: GARY;SOUZA: :, 445�IyES T E3ARTL`3�{A`FL'£ OS VIU: -0�`5 Codersecretary Not v id it out signature P`OFn+ETp�O Town of Barnstable Regulatory Services BA MASS.LE, MSS. Thomas F.Geiler�Director 9 A �Q `bArfo 3.t ek Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, 1.?- / So/-,J Sc,i Z --,7 , Construction Supervisor License # /o 2.9 jF.? hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# Z/O0000 57 , issued to (property address) Z 53 S f-9Pu tl-- on 6 Z Z 200).41 . The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) LICEN HO DER DA E q/forms/newcontrb rev:030102 TIME(, Town of Barnstable Regulatory Services Thomas F.Geller,Director o�,.`g Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.ba rnstable.ma.u s Office: 508-862-4038 Fax: 508-790.6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR FG owner of property located at ZS3 $FAPy ,Qir �_ % � hereby certify that �C.r' J-0 921, CIO r G0AA"?(L info longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#W OOI 00135issued on 04:1.L2010 I understand that the project under construction must cease until a successor licensed Construction Supervisor,is submitted on the records of the Building Division. NP �PERTY DATG ,yfm n�,m.vau+vmvin•r refeimre R•5 79U LAR cv.0I I(dll w} , r e �p,� i os�� REScheck Software Version 4.3.0 d G D y3 Compliance CertificateCNJ( °Z Project Title: Cottage renovation Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Building Orientation: Bldg.orientation unspecified Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 253 Joe Regan Oliver Orwig Seapuit River Rd Ocean Coast Construction Nicholaeff Architecture+Design Osterville,MA 02655 508-737-1731 812 Main St reganjoseph@hotmail.com Osterville,MA 02655 508-420-5298 oiver@nicholaeff.com Qompliance: Passes Compliance: Maximum UA:157 Your UA:148 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Wall 1:Wood Frame,16"o.c. — — — — Exemption:Framing cavity filled with insulation. Window 1:Wood Frame:Double Pane with Low-E 75 0.320 24 SHGC:0.00 Orientation:Unspecified Wall 2:Wood Frame, 16"o.c. — — — — — Exemption:Framing cavity filled with insulation. Window 2:Wood Frame:Double Pane with Low-E 18 0.320 6 SHGC:0.00 Orientation:Unspecified Door 1:Solid 20 0.320 6 Orientation:Unspecified Wall 3:Wood Frame, 16"o.c. — — — — — Exemption:Framing cavity filled with insulation. Window 3:Wood Frame:Double Pane with Low-E 87 0.320 28 SHGC:0.00 Orientation:Unspecified Wall 4:Wood Frame,16"o.c. — — — --- Exemption:Framing cavity filled with insulation. Window 4:Wood Frame:Double Pane with Low-E 18 0.320 6 SHGC:0.00 Orientation:Unspecified Door 2:Solid 20 0.320 6 Orientation`Unspecified Wall 5:Wood Frame, 16"o.c. — — — — — Exemption:Framing cavity filled with insulation. Window 5:Wood Frame:Double Pane with Low-E 72 0.320 23 SHGC:0.00 Orientation:Unspecified Door 1-=Solid, 20 0.320 6 Orientation:Unspecified Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 122 30.0 0.0 4 Ceiling 1:Flat Ceiling or Scissor Truss 516 38.0 0.0 15 Project Title: Cottage renovation Report date: 10/13/09 Data filename:G:\AL SALEH\SLH-DOGS\SLH-rescheck\slh-cottage 10 8 09.rck Page 1 of 5 Ceiling 2:Cathedral Ceiling(no attic) 719 30.0 0.0 24 Boiler 1:Other(Except Gas-Fired Steam)80 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 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Oliver Name-Title Signature Date Project Title: Cottage renovation Report date: 10/13/09 Data filename:G:\AL SALEH\SLH-DOGS\SLH-rescheck\slh-cottage 10 8 09.rck Page 2 of 5 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: Cl Wall 2:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 3:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 4:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 5:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 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:0.320 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:0.320 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: Vanes_Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No I Project Title: Cottage renovation Report date: 10/13/09 Data filename:G:\AL SALEH\SLH-DOCS\SLH-rescheck\slh-cottage 10 8 09.rck Page 3 of 5 a ` Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.320 Comments: ❑ Door 2:Solid,U-factor:0.320 Comments: ❑ Door 3:Solid,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/fruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Cl Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ 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. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 1818. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ 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. Project Title: Cottage renovation Report date: 10/13/09 Data filename:G:\AL SALEH\SLH-DOCS\SLH-rescheck\slh-cottage 10 8 09.rck Page 4 of 5 ' Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: l] Circulating service hot water pipes are insulated to R-2. D Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: D A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Cottage renovation Report date: 10/13/09 Data filename:G:\HL SALEH\SLH-DOGS\SLH-rescheck\slh-cottage 10 8 09.rck Page 5 of 5 r 2006 IECC Energy .Efficiency Certificate ,insulation . Ceiling/Roof 30.00 Wall 0.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC. Window 0.32 Door 0.32 NA Heating &Cc;oling Equipment Efficiency Other Non-Gas-Fired Boiler 80 AFUE Water Heater: Name: Date: Comments: k � r + t YASMINE REALTY LIMITED Omar Hodge Building Wickam's Cay Road Town,Tortola British Virgin Islands November 11,2009 Town of Barnstable Building Divison 200 Main St. Hyannis, MA 02601 To Whom It May Concern: The Undersigned, as sole Director of Yasmine Realty Ltd. (the "Company"), hereby authorizes the Company to engage in construction activities at its house located at 253 Seapuit Road, Osterville, MA. The house is managed by Ocean Coast Construction, Inc. Yours Sincerely, H.T.M. Services Ltd. ..... ....... /' ..BY � � Name:Annette Macta ;Jane Malone Title: Authorized Sigkatories i I i r Windows Live Hotmail' Page 1 of 1 Windows Live'" Home Profile People Mail Photos More• MSN• Search the w Hotmail New Delete Junk I Mark as • Move to • Messenger • reganjoseph@hotma... Reply Reply all Forward Inbox (6) Junk(1) Fw: HTM Authorized Signatories Drafts From: abalasousi@gmail.com Sent: Fri 11/20/09 3:26 PM Sent To: Joseph Regan (reganjoseph@hotmail.com) Deleted (51) 0 2 attachments I Download all attachments (260.8 KB) AI-Saleh Pages fro...pdf(232.2 KB), yasmine r...pdf(28.6 KB) buxx card (3) Sent from my Verizon Wireless BlackBerry DOREVE EAGLES NEST(6) From: "Leigh Bass" <Ibass@loebblock.com> joe personal (1) Date:Tue, 17 Nov 2009 16:00:13 -0500 kelly To: <abalasousi@gmail.com> Kids School stu... Subject: HTM Authorized Signatories Mckay Construction Dear Abdullah: ocean coast(1) Attached is the authorized signatory list for HTM Services Ltd, the Point Breeze (... sole Director of Yasmine Realty Ltd. I have not included the Exhibit which includes copies of the passports of the people who sign for pwer bees (1) HTM for privacy purposes. This document(and the exhibit) is typically used for financial institutions which have built in privacy reservations protection for such documents. As you can appreciate, the Town of Sarah e- mail Barnstable does not fall into the same category. I am also attaching the Director resolution I previously sent to Ashley Elkins in service majic which HTM was appointed Director of Yasmine. J staceys house If you require anything else regarding Yasmine that might help in Thorns Tree House issuing the building permit, please let me know. Manage folders Best regards, Add an e-mail account Leigh Related places Today Contact list LEIGH R. BASS, Esq. Calendar LOEB, BLOCK & PARTNERS LLP compare 505 Park Avenue, 9th Floor New York, NY 10022 Tel: (212) 755-5510 http://mail.live.com/default.aspx?wa=wsigninl.0 11/23/2009 CERTIFICATE OF INCUMBENCY H.T.M. SERVICES LTD. We, HAMILTON TRUST & MANAGEMENT COMPANY LIMITED, of Road Town, Tortola, British Virgin Islands,a company duly incorporated under The Companies Act Cap.285 and registered under Official Number 6125 since the 18th day of October 1984,and re-registered as a BVI Business Company on the 1S1 December 2008, as Registered Agent of H.T.M. SERVICES LTD., a company incorporated in the British Virgin Islands under the International Business Companies Act on the 20th day of November,2000,under IBC No.417594 and re-registered as a BVI Business Company on the 1'M day of January 2007,under Registration No.417594,(the"Company")do hereby certify that,as of the date hereof, according to the records kept at the Company's Registered Office: 1. According to our records, the Company is validly incorporated under the laws of the British Virgin Islands(BVI Business Companies Act, 2004) and is in good standing. 2. That the following is a list of the duly elected Directors and Officers, each holding the positions set forth opposite their respective names, and a specimen of their respective signatures(the"Authorized Signatories"): Jane Malone Director and President Via: Annette Mactavious Director and Secretary Juan Carlos Quezada Director and Assistant Secretary Howard Berke Assistant Secretary Stephen Rasch Assistant Secretary K'Desha Bloice Assistant Secretary �� � 3. Attached hereto and made a parr hereof as Exhibit A are the passports of each of the Authorized Signatories. Dated: September 22, 2009 HAMILTON TRUST& MANAGEMENT COMPANY LIMITED l , Y:" - Nb e:Juan Carlos ezada,Annette Mactavious Title: Authorized Signatories `i CONSTRUCTION MANAGEMENT AGREEMENT Construction Management Agreement, between Ocean Coast Construction, Inc., Construction Manager, (LIC: CS079147 HIC: 134966) and V A SO)r( P-ep\LI au CT- Owner. Project: Al-Saleh Residence, 253 Seapuit River Road, Oyster Harbors, Osterville Massachusetts. Remodel Main House, Remodel Guest House and Remodel Cottage as designed by the Architect, as per Schematic Design I dated April 6, 2009 and Schematic Design II dated February 14, 2009. The Owner and the Construction Manager agree as set forth below: Owner has engaged Construction Manager to oversee and manage the construction of the Project in accordance with the terms of this Agreement. Construction Manager accepts the relationship of trust and confidence established with the Owner by this Agreement and covenants with the Owner to use Construction Manager's skill and judgment and to cooperate with Architect, Engineers, and Construction Contractors to further the interests of the Owner. The Construction Manager (CM) will represent Owner in Pre-Construction Services and Construction Services. Throughout the term of this Agreement, the Owner shall update CM on relevant information regarding Owner's requirements for the Project including the transmittal of overall development design plans and specifications. Scope of Construction Manager's Services: Pre-Construction Services to include: procure building permit, representing Owner at meetings with Town of Barnstable departments and boards. Acquire approvals and permits from Town of Barnstable departments as the Project progresses. To obtain/solicit project bids from Contractors for construction of the Project, and make recommendations to the Owner, CM wT award contracts in connection with the Project on the Owners behalf, subject to a v by Owner. The estimated cost for services shall be $ ' Construction Services to include: CM shall make recommendations as to the optimum division of the Work into separate contracts for various categories of Work, including Utilities, Framing, Foundation, Exterior Finish, Interior Finish, Roof, Cabinets, Insulation, Windows and Doors, Drywall, Painting, Floors, Plumbing, HVAC, and Electrical, divisions of the Work between various trades, as well as site work, for the Remodel of Main House, Cottage, and Guest House. CM activities to include, but not limited to: day to day operations, proper scheduling of manpower, equipment, and materials. As the project progresses and plans for the project are approved by Owner, the project estimated budget (Exhibit B), preliminary timeline and schedule, shall be adjusted accordingly, based on the Owner(s) review and approval. OCC.Construction Agreement.2009 Implement controls and value engineering, in a cost effective manner throughout the scope of the Project. Maintain proper site safety conditions and provide structure to meet Massachusetts Building Code 789 CMR 7t' edition, as designed by the Owners, Architect, and plans provided by Architect. Maintain daily log of all activities related to work completed on Project. Maintain all supporting construction documents including, but not limited to, plans, shop drawings, as built drawings, permit records, inspections, material orders, proposals, contracts and bills. The CM, in consultation with the Architect and other professionals, may reject Work which does not conform to the requirements of the Contract Documents. Notwithstanding the above, CM does not warrant or guaranty the Work, Budget, Schedule or compliance with any applicable building codes, responsibility for which shall remain with the Contractors. The CM shall transmit to the Architect requests for interpretations of the meaning and intent of the Drawings and Specifications, and assist in the resolution of questions that may arise. Main House: The estimated cost for services shall be Guest House: �\ The estimated cost for services shall be $ Cottage: , The estimated cost for services shall be Contract Sum and Payment: Owner shall pay to Construction Manager Compensation for Scope of Construction Manager Services as described above at the hourly rate of I ;r hour. An initial payment of Thousand ($ ) Dollars shall be made upon execution of this Agreement. If the Scope of the CM changes, the amount of the Construction Manager's cap shall be increased or decreased proportionately. The CM shall review applications by Contractors for payments and certify the amounts due the respective Contractors. Contractor requisition will be submitted by the fifteenth (15`h) and thirtieth (30`h) of each month and shall include amounts payable for work completed during the prior bi-weekly period. The Contractor requisitions shall be paid by Owner and checks shall be sent to the Construction Manager for disbursement to the Contractors. The Construction Manager shall obtain partial and/or final lien waivers from Contractors and Subcontractors included in the requisition. Construction Manager request for payment will be submitted by the fifteenth (151h) and thirtieth (30t') of each month and shall include amounts payable for work completed during the prior bi- weekly period. CM Requisitions are due and payable upon receipt of requisition. OCC.Construction Agreement.2009 Rates for Ocean Coast Construction Inc. personnel will be as follows: CM: Supervisor: Carpenters: Administration (data entry as needed) The Owner will have the right to review and/or audit all financial reports/documents pertaining to the project at their request. Incentive Fee: If the Project is completed by May 22, 2011, (as such date be extended for delays other than those caused by Construction Manager, including delays attributable to permitting, work stoppages, acts of Owner, Architect, or their agents resulting in delays, extraordinary weather or Acts of God the ("Completion Date") and within the agreed upon Project Budget, as modified by Change Orders, )f the total construction cost shall be paid upon Substantial Completion to the Construction Manager as an incentive bonus. Failure of Owner to make any payment due under this Agreement in full within fifteen (15) days of receipt of notice from CM to the Owner of such non-payment shall be considered substantial nonperformance, and CM may terminate this Agreement by written notice to Owner at the expiration of such fifteen (15) day period. Date of Commencement and Substantial Completion Date: The date of commencement for the project is the date of the execution of this Agreement, or as directed by Owner. The date of Substantial Completion for the project is the date certified by the Architect and Owner when (i) construction is sufficiently complete, in accordance with all supporting contract documents and plans, so that the Owner may occupy and use the project without interference or interruption due to any work remaining. (ii) a certificate of occupancy for the project has been issued by the Town of Barnstable and (iii) only punch list types of items which can be completed within a reasonable time frame, weather permitting, based on the schedule of the project and the Owners convenience. Such items will be listed and filed with the Owner and the Architect for review and walk through verification. Substantial Completion parties anticipate estimated date to be no later than May 22, 2011 unless otherwise directed by the Owner. I l OCC.Construction Agreement.2009 f�!' Owners) Rizht to Cancel: THE OWNER(S) MAY CANCEL THIS CONTRACT WITHIN THREE (3) BUSINESS DAYS OF THE DATE OF THIS CONTRACT WITHOUT PENALTY OR OBLIGATION. NOTICE MUST BE IN WRITING AND RECEIVED BY THE CONSTRUCTION MANAGER BY MIDNIGHT OF THE THIRD BUSINESS DAY. All notices required to be given under this Agreement must be in writing, and must be forwarded by certified or registered mail to the parties at their respective addresses indicated above. Every notice under this Agreement shall be deemed to have been given at the time it is deposited in the United States mails. If the Owner(s) cancel within the three (3) business days, any payments made by the Owner(s) under this agreement will be returned within ten business days of the CM receipt of the Owner's notice of cancellation, as described above. After the three day right of cancellation has passed, CM will proceed with the scope of work outlined in this contract. All home improvement contractors and sub-contractors shall be registered by the director and any inquiries about a contractor relating to a registration should be directed to: Director Home Improvement Contractor Registration One Ashburton Place, Room 1301 Boston, Mass 02108 (617) 727-8598 Owner(s) Breach: If the Project is suspended, by the Owner by written notice, and such suspension continues for more than thirty (30) consecutive days, when the Project is resumed, the CM shall be compensated, to provide for reasonable expenses incurred in the interruption and resumption of the CM services. If the suspension continues for more than ninety (90) days, CM, may at its election, notify Owner that the Agreement is deemed to have been terminated as of such ninetieth (90) day and all outstanding balances due to CM shall be paid to CM within fifteen (15) days of the notice. If the Project is abandoned by the Owner for more than ninety (90) consecutive days, the CM may terminate this Agreement by giving written notice. In the event of a suspension of services, the CM shall have no liability to the Owner for delay or damage caused to the Owner because of such suspension of services. In the event of termination not the fault of the Construction Manager; abandonment of the project by the Owner for more than ninety (90) days; or suspension of the Project for more than ninety (90) days for actions attributable to Owner, the CM shall be fully compensated in for all services performed prior to termination or suspension, together with Reimbursable Expenses. OCC.Construction Agreement.2009 Termination Fee shall be due to CM as liquidated damages in lieu of all other damages and claims, which CM may have against Owner as a result of the termination, abandonment or suspension. If termination falls between: Y. September 8, 2009—May 22, 2010 May 23, 2010— September 7, 2010 September 8, 2010—May 22, 1011 J The Termination Fee shall be due and payable within fifteen days of the Date of Termination. In addition, in the event of Termination not the fault of the CM, the CM shall also be entitled to reimbursement of those costs directly attributable to termination for which the Construction Manager is not otherwise compensated. Insurance: The CM agrees to maintain commercial general liability insurance throughout the course of the project in the following amounts: 1,000,000 each occurrence, and 2,000,000 general aggregate. Prior to commencement of any work under this Agreement and until completion and final acceptance to the work, the Owner at its sole expense, shall maintain a.Builder's Risk Policy. Any deductibles or losses not covered by insurance specified in the above shall be the responsibility of the Owner. All insurance required shall be written by companies lawfully authorized to do business in the Commonwealth of Massachusetts. Such insurance shall name Owner(s), Owner(s) representative (as determined by Owner) and Construction Manager and all affiliates as additional insured's. All insurance shall contain provisions stipulating that it shall not be cancelable without thirty (30) days prior notice to Owner and Construction Manager. CM shall receive customary Certificates of Insurance from the Contractors showing the Owner and CM as additional insured's and requiring 30 days prior notice of cancellation to Owner and forward them to the Owner and Architect when requested. Other Terms and Conditions: 1. All Materials purchased for this project as per the project specifications, invoiced and requisitioned and for which payment is approved, shall become the property of the Owner, regardless of delivery to 253 Seapuit River Road, Osterville, Massachusetts. The CM shall arrange for the delivery, storage, protection and security of Owner- purchased materials, systems and equipment that are a part of.the Project until such items are incorporated into the Project. The CM shall not be responsible for any materials lost, damaged, stolen or vandalized by acts of Owner or other third parties. 2. / :king capital advance is due two weeks prior to Construction Phase of Project. This advance shall be forwarded with every requisition and in no event shall OCC.Construction Agreement.2009 ` ° . be considered a payment for any fee, general condition reimbursement, contractor, and subcontractor or material payment. The entire working capital advance shall be refunded to the Owner upon the completion of this contract, or at the election of same, may be used as a credit on the final project requisition. Due to particular payment conditions that arise during the construction process CM may be required to issue payments on a trade by trade basis more frequently than the normal requisition process. The nitial revolver payment as described above shall be used for this purpose. In order to negotiate superior project pricing and secure project schedule, CM shall render such appropriate payments to project contractors and vendors in compliance with their individual payment requirements. In the event that the CM is unable to comply with these requests due to lack of funding from the Owner, the Owner will reserve the right to provide this service directly and deduct such appropriate costs from the project budget. 3. .Any material specified by the client or assignees working for the client that is determined to be of special nature or available through only one source and in the case where the source requires partial or full payment prior to delivery to the site shall become the responsibility of the Owner to fund by requisition and assume all risks associated with the decision to purchase under unfavorable conditions. The owner shall be informed 10 days prior to any such event by CM and shall render a decision to the CM prior to such a purchase being executed. 4. Total estimated construction cost is to be updated by the CM once all bids and specifications have been completed and presented to the Owner for approval. Unforeseen and hidden conditions are not covered in the budget or schedule, these items if encountered will be documented by the CM for review of the item by the Owner, a determination will be made by CM based on the best interest of the Owner and the success of the project and corrected to code forthwith. In certain situations it may be necessary to enlist the services of the project architect and staff to remedy any outstanding item. 5. The Owner reserves the right to appoint an onsite observer of the project in the best interest of the owner. Owner will bear full responsibility for payment of such services directly to said individual and this observer will not directly, indirectly or by any other means direct any of the decisions made by CM or its assignees for any purpose. 6. Any decision made by the Owner, or the absence of any decision needed by the Owner that has or will potentially have, a negative effect on the project schedule, shall be communicated with the Owner in such a manner and a timely way as to afford the Owner an appropriate amount of time and information with which to render a decision in a timeframe which will not result in any impact to the schedule. With respect to CM's notice, decision, schedule, and other information provided, determination that a required decision, or lack thereof shall result in an impact to the schedule shall rest with the Owner. OCC.Construction Agreement.2009 7. Change orders will be in writing submitted to the CM and Owner for review, agreed upon and added to the budget based on the approval of the Owner. 8. Notwithstanding anything to the contrary contained in this Agreement, this Agreement shall expire and be of no further force and effect upon the earlier to occur of(a) sixty days after Substantial Completion of the Project or (b) acceptance of the Project by Owner, which shall not be unreasonably withheld. Thereafter, neither party shall have or make any claim or cause of action under this Agreement, except with respect to latent defects. 9. All disputes arising under this Agreement or relating to an alleged breach thereof shall be subject to and decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect unless the parties mutually agree otherwise. Such arbitration shall be conducted in Barnstable County, Massachusetts. Demand for arbitration shall be filed in writing within a reasonable time after the claim, dispute or other matter in question has arisen and in all events prior to the running of the limitation period otherwise applicable to the claim in question. The award rendered by the arbitrator shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 10. In taking or omitting to take any action under this Agreement, Manager shall be acting in the capacity of agent for Owner. Owner shall defend, indemnify and hold Manager harmless from and against any and all losses, damages, liabilities or claims including costs and expenses incident thereto and reasonable attorney's fees and costs, by reason of any action taken or omitted to be taken by Manager, its officers, employees, agents or representatives pursuant to this Agreement, except those arising out of the willful misconduct or gross negligence of Manager, or Manager exceeding its authority hereunder. Manager shall have no responsibility or liability for the negligence, or for any actions or omissions of any employee or representative of Owner and shall not be liable to Owner for any action taken or admitted to be taken by Manager, except for direct losses caused by Manager's willful misconduct or gross negligence, or Manager exceeding its authority hereunder. Owner's claim for the gross negligence or willful misconduct of Manager shall be limited to the limit of the coverage limit of the corresponding insurance policy. 11. CM shall defend, indemnify and hold Owner(s) harmless from and against any and all losses, damages, liabilities or claims, including costs and expenses incident thereto and reasonable attorney's fees and costs, arising out of the willful misconduct or gross negligence of Manager, or Manager exceeding its authority hereunder. In no event however, shall CM's liability under this paragraph exceed the greater of a) the amount of insurance coverage available to address such liability or, b) the total amount of compensation paid to CM pursuant to this agreement. OCC.Construction Agreement.2009 IN WTNESS RE F. e Parties have executed this Agreement is made this day ofTE r9 _between the Owner, and cean Coast Cons ction, Inc., Construction Manager. Owner: Construction Manager: -- - Ocean Coast Construction, Inc. ;Ma4rst Leda e Lane s, MA 02648 By: oseph P. Regan, Jr. Owner resident By: WITNESS OCC.Construction Agreement.2009 .r� Owner(s) Notice of Cancellation Owner(s) hereby cancel this agreement made between Ocean Coast Construction Inc. and said Owner(s). Date of contract: Date of Cancellation: Reason for Cancellation: Project Address: Notice: All notices must be in writing,and must be forwarded by certified or registered mail to the parties at their respective addresses. Every notice under this Agreement shall be deemed to have been given at the time it is deposited in the United States mails. The Owner(s): The Construction Manager: Ocean Coast Construction Inc. 11 Leda Rose Lane Marstons Mills, Ma 02648 Owner(s): signature Owner(s): signature OCC.Construction Agreement.2009 Notice of Consent I , t-7, WZ ,L 1� , Owner(s) give Ocean Coast Construction, Inc., full authority to act on my behalf, in securing any permits necessary for the completion for the project at 253 Seapuit River Rd. Oyster Harbors, Osterville, Massachusetts, Owner: Const tion Manager: O ast Construction Inc. signature Date: Date: C) D8 - 2d — off OCC.Construction Agreement.2009 PROJECT NAME: '__R eYl d-\j oc_j P I ��rn tx_) V) ADDRESS: o S -}�� ��r I lip PERNIIT# ( I OS L2 o� PERMIT DATE: I M/P: s 1 a LARGE ROLLED PLANS ARE IN: BOX (),c, 4�- I SLOT .. I. Data entered in MAPS program on:. BY: q/wpfil es/forms/archive PROJECT NAME: ADDRESS: PEP,AM# L7 a�� ) PERMIT DATE: Izo M/P: C)S1 U20a LARGE ROLLED PLANS ARE IN: BOX 4 SLOT �. Data entered in MAPS program on:. BY: q/wpfiles/forms/archive PROJECT. I NAME: 7cn)p-JcJP CIOL- ,L, ADDRESS: D s PERMIT# o b q � 1 L 3 PERMM DATE: I _ I r T D� M/P: Owl DOS . LARGE ROLLED PLANS ARE IN: BOX �s SLOT Data entered in MAPS program on:. S BY: q/wpfiles/forms/archive x: own _ s { r r s s x y y 7 XV vV � a 00 01 i G . i i g it (12 ID 2-c) 10 - nOOS? _�. cl _-_r /1 CA i If ,1 �ls In'� 02 b-y jc jil J';I oISIRi N . 010Z Z1 i . iu r it m m it iu iu i i V �.3 � c.e� • 3 � oFt �w TOWN OF BARNSTABLE B�dflding Application Ref: 201005042 i BARNSTABLE, Issue Date: 10/25/10 Permt 9 MASS. �ArFO 9.�A�� Applicant: JOSEPH,REGAN Permit Number: B 20102290 Proposed Use: MULTIPLE HOUSES ONE PARCEL Expiration Date: 04/24/11 [Location 253 SEAPUIT RIVER ROAD Zoning District RF-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 051002 Permit Fee$ 3,167.39 Contractor JOSEPH,REGAN Village OSTERVILLE App Fee$ 50.00 License Num 79147 Est Construction Cost$ 620,000 Remarks APP VED PLA S MUST BE RETAINED ON JOB AND DEMO REBUILD 1 ST FLOOR KITCHEN,SUNROOM, 1 FULL BATH j,2DTH CARD MUS BE KEPT POSTED UNTIL FINAL FLOOR REBUILD 2 BEDRMS 2BATHS, AND COMMON AREA IN ECTION HA BEEN MADE. WHERE A i CE IFICATE , OCCUPANCY IS REQUIRED,SUCH Owner on Record: YASMINE REALTY LIMITED I ING S L NOT BE OCCUPIED UNTIL A FINAL Address: 160 FEDERAL ST S TI0 AS BEEN MADE. BOSTON, MA 02110 1 Application Entered by: JL it Permit I 1 ue By: THIS PERMIT CONVEYS RIGHT TO NY STREET, OR SIDE L 0 PAR TH I EMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON /ASLLAS ERTY,N ECIFICA P ITTED D HE BULL ING COD ,MUST B APPROVED BY THE JURISDICTION. STREET ORALLY GRA S DEPTH ND OC N F P BLIC SEW R MAYBE STAINEDFROMTH,DEPARTMENT OF PUBLIC WORKS. THE[SSUANCE OF T PEOESNOT REL ASE H PPLIC T ROM THE CO NS OF ANY APP ICAB!E SUBDIVISION RESTRICTIONS. r MINIMUM OF FOU L INSJLED OR ALL C TS RUCTION WORK: 1.FOUNDATION OR OOTING 2.ALL FIREPLACES MUST BEE T ROAT LEVEL BEF RE FIRST FLUE LIN G IS INST ED. 3.WIRING&PLUMBING INSPM LETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRU ADY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFOR WHERE APPLICABLE,SEPAREQUIRED FOR E CT C LUMB }G AND CHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTITOR HAS APPRO D TH VA H S S P GES OF ONSTRUCTION. PERMIT WILL BECOME NUD IF CO STRUCTION O. IS OT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISE-D AS NOTED AB0 PERSONS CONTRACTING WITH UNREGISTERED CONTRA4. S DO NOT AVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVAL PLUMB G INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health Town of Barnstable ti Regulatory Services snxr►szn.MAW. MA Thomas F.Geiler,Director y • 59. a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 .Office:.508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT •I Construction.Supervisor License # CS `1 o l�l - ,hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit #2D IU Ste, issued to (property address) `Z,S 3 e-<p Poi T 4?6-uy �V, Nl( r tj AAf� / S on I also certify that on 200 ,I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. 1 Zv /,V#ftNSE HOLDER DATE q/f6naVnewcontr °FtHE, , Town of Barnstable ti Regulatory Services r + ' '^ ram, MASS. MASS. ' Thomas F.Geller Director a 9�°ArEo;9y a 0 Building Division Tom Perry,Building Commissioner. 200 Main Street,Hyannis,MA 02601 .Office: .508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT I,J b&�eP 4 Win') , Construction.Supervisor License # ,hereby certify that I am no longer the Construction Supervisor listed C L(7 on the application for the project under construction as authorized by building permit / 4 I (property ) 2� �� IC ye� �y #�01 d D�O i 2 issued toaddress on l0 2 Z0, 2600. I also certify that on / v , 200 , I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. AZENS LDER 16ATE q/forms/newcontr r ---„ C won rrn.m li 1 I l3l¢SEwr--10 Igo /W-s_/�64;- . 5 to-As I . 1 S � C2S7 i C 90L� �q� SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E.Mass Registration No. 29733 peter@sullivanengin.com phone 508-428-3344 fax 508-428-3115 June 27,'2007 Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Chapter 91 Permit Application 253 Seapuit RiverRoad, Osterville Dear Building Commissioner, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Protection Waterways permit application and plans for the above referenced project. Would you please review the application, and sign the Municipal Zoning Certificate and return it to me in the enclosed self addressed stamped envelope. Thank you for your assistance in this matter. If you have any questions,please contact the office. Very truly yours, 6c-- 4J-9�1�— Paula Sullivan Sullivan Engineering Inc. Cc: Yasmine Realty Limited Attachments N � O Q Q � � N a CO cv r o, rn i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W136891 Chapter 91 Waterways License Application -310 CnnR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Yasmine Realty Limited Name of Applicant 253 Seapuit River Raod Seapuit River Osterville Project street address Waterway City/Town Description of use or change in use: To dredge in and aroung the existing licensed pier to regain previous water depths. i 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." 21- 7 hl� Printed Name of Municipal Official Date (--7 L -f C01t,41(Sk A ure of Municipal Official Title City own 1 4 CH91App.doc•Rev.6/06 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W136891 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment WpO1l"t A. Application Information Check one When filling out PP � ( ) forms on the computer,use NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing only the tab key Package for BRP WW06. to move your cursor-do not Name(Complete Application Sections) Check One Fee Application# use the return key. WATER-DEPENDENT- ®ICI General A-H ( ) ® Residential with <4 units $175.00 BRP WW01a I ❑ Other $270.00 BRP WW01 b ❑ Extended Term $2730.00 BRP WW01c For assistance - - - - - - - - - - --- - - - - - - - - - - -.._..- -.._..- - - - - - - - - - -.._..- - - - - - - - - - -.._.._.._.. in completing this Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a application,please — see the "Instructions". ❑ Other $105.00 BRP WW03b NONWATER-DEPENDENT- Full(A-H) ❑ Residential with <4 units $545.00 BRP WW15a ❑ Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP WW15c Partial(A-H.) ❑ Residential with <4 units $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑ Extended Term $2730.00 BRP WW14c _..-----•--------------•-----•--------•-••-•-••-•--••-•--•--•• Municipal Harbor Plan(A-H) ❑ Residential with <4 units $545.00 BRP WW16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c ._..-------•-----------••-----------------._.._..--•-•--••-••----•• Amendment(A-H) ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Term $1090.00 BRP WW03e CH91App.doc•Rev.6/06 Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W136891 � Chapter 91 Waterways License Application -310 C'nnR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment i B. Applicant Information Proposed Project/Use Information 1. Applicant: Yass rn n Realt E' ited Name E-mail Address o t3oson P ojects"`;�Inc 1.6U"Fede�al;Str et Mailing Address Note:Please refer ��_�_ to the"Instructions" BOs 6AA MA 02.1'1 U City/Town State Zip Code 9148341)99 Telephone Number Fax Number 2. Authorized Agent(if any): SultivariEngineennF1Rd! Name E-mail Address 7:Parker,0koad/P 7O'6 07:65-6 Mailing Address tervl i�A 02655 City/Town State _ Zip Code 508428-3344 50&428 3t'1:5 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): same Owner Name(if different from applicant) Map 0 1Far Ice 002 41 36'32" 70 25'09" Tax Assessor's Map and Parcel Numbers Latitude Longitude 253_.Seapuit�RtverwRoadBarristab�terwlle) MA U2655; Street Address and Citylrown State Zip Code 2. Registered Land ® Yes ❑ No 3. Name of the water body where the project site is located: Seapuit River 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.6/06 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W136891 ' Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Proposed dredging to regain water depths in and around the existing licensed pier. 6. What is the estimated total cost of proposed work(including materials & Tabor)? $20,000.00 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. Steven C. &Carmella c/o UNICCO Service Company, 275 Grove Street, #3-200, Kletjian Auburndale, MA 02466 Joan W&Karl W Corby III, 2 West Newlands St Chevy Chase MD 20815 Trs, Joan W Corby Rev Tr 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 Pending transmittal W136892 ®Wetlands SE34626 File Number ❑Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc-Rev.6/06 Page 3 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W136891 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a-permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." i Applicant's signature Date Property Owners signature(f different than applicant) Date CQ - a -7-07 Agent's signature(if applicable) Date CH91App.doc•Rev.6/06 Page 4 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W136891 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. 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 To regain previous depth of water in and around the existing pier. Purpose of Dredging 2. What is the volume(cubic yards)of material to be dredged? 690 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) Narrative attached. 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. 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X c� • •-. p i .♦j.0 ti �.�/ f F i. Y P5 -" } r k 5.-t. t ,� •. . ♦ `Q � • � a �„ r•4.t rc i p t 1 ;,` ao �C� 20 1 tiro ,.,,{ k�� ejt �r 1, �: ,• to• p an,a :ea laJa 61u � t"c ti r S '�- .� o 'e t rrr.....>:,K r c,•.,.� 0: U �' � \: t ie `�R../ ,....KSrllti�4 r�k,J �{�'`�t tf��'t i2 � •I I "�� pp14 �� �.F - - Q �- �" , \� L i/h Y�+ l: �y. - -y(Y �� Si Ji5` • w'-:mot+` .{ � ja ©� m -+ U a c • • I i �( ,�`U'•�f't n r r�'+ j�r,�8 p '� �i'.�tj bbr�i ft� '- ,� '`^ti..Yr r 5. • • *: i -l-',bbd •I a{ ' tf �?.r �O�,p f} Q6�a d��� t s��aC..'...... SHEET •1 OF 4 -fie `�A,� rS { `'i + s l< 6�]'~ vr1K''^`4t' ` 1 o a I n wi Uy YASMINE REALTY LIMITED ' CIO BOSTON PROJECTS INC. 3 < ' I QE EFICJ�L t z 160 FEDERAL STREET BOSTON, MA 02110 b 1 ` ' +eF 5 } r'i}�/,/, t •\, 4� 7"s �� S.(,tX r '"�xeF FOR DREDGING AT 253 SEAPU/T RIVER ROAD OSTERVILLE MA. MAY 29, 2007 �' s { SULLIVAN ENGINEERING, INC. j OSTERVILLE, MASS. . ' I � x3.7 8 M,y6Y \ x4.1 � 1940) \ .7 Az Q � 8 \JZ x4.1 x2.3�s .4 G AL T 5 �L C (ig4� r4 1 x15 1 .8 x3.. \\ �a � / C� •�� .9 25 i x2.3 — — \ \ x2.8 .8 >12.0 X2 0 — `2 -1.7 \ 0 � x1.7 x1 x1.4 x2.9 .7 4. \N� x- �_2 o _ SSBp. A� 6 pH gpvir 90 ssp ��� \ \ \ \ (2PYY 9CT p M s ^ \ Z. � . N k=5.4 6 UF DREDGING PLAN VIEW PETER SCALE. 1" = 20 s.o 75 SULLIVAN X 29733 20 0 10 20 40 CML SHEET 2 OF 4 N07ES "B•1 7.3 YASMINE REALTY LIMITED 1.) The property line and topographic information CIO BOSTON PROJECTS, INC. shown was obtointed from Town of Barnstable C.I.S. 160 FEDERAL STREET 2.) the bothemetric information shown was obtained x-7.9 from an on the water survey performed between BOSTON, MA 02110 October 2006 and February 2007. FOR DREDGING AT 253 SEAPUIT 3.) me datums used are M.L.W. & N.A.O 83 Mass. RIVER ROAD, OSTERVILLE, MA. state Plane. Mainland Zone, U.S. Foot. MAY 29, 2007 SULLIVAN ENGINEERING, INC. OSTERVILLE, MASS. Z E �N v � Qp o W Eo f, E b � r M q �°nca v Cl o II y ra wLo coo' `off a1Z cn c fn ocnLo LZ W a i i !i,i'ii 1' ! +'V c Q U U Q , t O 4, c c c I �:�.•.;:jar. � QDo cc 1 mIVAN 'I% 4,cL (A cV 'r^/� � • Ifs !, ca ' •t,i Ci cl C SHEET 3 OF 4 6 YASMINE REALTY LIMITED CIO BOSTON PROJECTS, INC. 160 FEDERAL STREET BOSTON, MA 02110 FOR DREDGING AT 253 SEAPUI T RIVER ROAD, OSTERVILLE, MA. 00' ? MAY 29, 2007 SULLIVAN ENGINEERING, INC. oo z OSTERVILLE, MASS. i r, M.H.W. EL. 2.5 EXfS11 BOOM . PROP .D. MLW. EL. 0.0 1 . . . EL —3.0 DREDGING . . . . . . . . ... 1 1 Section A A Scale: 1" = 10' EL. 2.0 M.H.W. EL 2.5 EXISIING BOTTOM 3 M.L.W. EL. . . . .'.: . . . PROPOSED. 1 10 �' EL. —3.0 DREDGIN 1 . . . . .. . . . . . . . . . . . . . . . EL. —4.5 1�_ . . ' VERDREOG EL. —5.5 12 Section B-B Scale: I" = 10' 10 0 5 10 20 i J EXISTING PROFlLE PROPOSED PROALE ZC NANiUCXET m EL 1.8 ►LH.W. Eh• 2.8�L.!_ MS NG P OFIL -SOUND 80't TO I EL -a9(M.I.,.W.).Fl:.0 0 ............................... ........ .. RIY�£URI T Z�... M.H.W. Section C-C Scale: i" = 40' 40 0 20 40 80 SHEET 4 OF 4 OF YASMINE REALTY LIMITED PETER CIO BOSTON PROJECTS, INC. $UW�tAN 160 FEDERAL STREET W0.29733 BOSTON, MA 02110llL FOR DREDGING AT 253 SEAPUIT � a RIVER ROAD, OSTERVILLE, MA. MAY 29, 2007 _ SULLIVAN ENGINEERING, INC. OSTERVILLE, MASS. NARRATIVE TO ACCOMPANY PERMIT APPLICATIONS For Yasmine Realty Limited 253 Seapuit River Road . Map 051 Parcel 002 The project site consists of approximately 3.85 acres of land in Osterville, which is presently developed with a single family home, guest cottage, detached garage, beach house, pool,tennis court,boardwalk, and an existing licensed pier on the Seapuit River. When the pier was originally constructed around 1940 it extended 88' from Mean High Water. Overtime accretion has created a spit of land, and caused Mean High Water to move approximately 85' seaward, making the pier virtually unusable. The applicant is proposing to dredge in and around the existing pier to regain water depths. The dredging may prevent future navigational problems by preventing the beach from further encroaching on the channel. The proposed dredging would be performed by clamshell from a crane or excavator resting on a barge. The material would be placed on the barge, or a second spoil barge may be used. The material would then be oflloaded from the barge into the proposed beneficial reuse area, where it will dewater, and then be spread as beach/dune nourishment. We feel the project meets all requirements of the Department of Environmental Protection 310 CMR 10.00 Wetlands Protection, and The Code of the Town of Barnstable Part VH Conservation Commission Regulations. A portion of the dredging is within Land Under Ocean and Land Containing Shellfish. The project as proposed should not have a significant negative impact on the following interests, which are critical to those resources: 1) Water Circulation 5) Important Food For Wildlife 2) Distribution.of Sediment Grain Size 6) Alterations in Relief Elevation 3) Water Quality 7) Compacting of Sediment by Vehicles 4) Finfish Habitat 8) Alterations in Natural Drainage In fact,the re-establishment or restoration of the Land Under Ocean, and the gentle side slopes will create Finfish Habitat and Shellfish Habitat lost to the accretion. The remainder of the dredging is within what would presently be considered a Coastal Beach, although historically it was Land Under Ocean. We do not believe that this newly created portion of beach is significant, as required by 310 CMR 10.27 Coastal Beach, to storm damage prevention, flood control, or protection of wildlife habitat. The proposed work will only affect approximately 10% of the shoreline of this property, and at the most landward limit of dredging, over 100 feet of beach would remain between the Coastal Bank and the Land Under Ocean to preserve the interests of storm damage prevention, flood control, and the protection of wildlife habitat at the site. As proposed, there will be no adverse effects on the wetlands system at the site. The area that is presently beach would continue to provide wildlife habitat—just in a different form. There will be no increasing erosion. Although there will be a small decrease in the cross-sectional volume of this beach,the material will be used to enhance the barrier i I beach system at Dead Neck,which plays an important role in the storm damage prevention, and flood control for all of Three Bays, and for the wildlife habitat of the region, and there will be no adverse effects because of it, as outlined above. Although there will be a change in form, it will be for the better. The proposed gentle slope of the intertidal area and land under ocean will be more stable, and may provide shellfish habitat, and may attract migratory birds and other wildlife, which can not presently access the area because of the steep slope. To reduce potential temporary impacts on shellfish, and winter flounder we would propose that the dredging be performed between November 1 and January 15, and to reduce the potential impacts on coastal birds we would propose that no beach nourishment occur between April 1 and August 31. With these time of year restrictions,the project meets the requirements of the Department of Environmental Protection 310 CMR 9.00 Waterways Regulations—9.40 Standards For Dredging and Dredge Material Disposal. As required by the Department of Environmental Protection Division of Water Pollution Control 314 CMR 9.00 401 Water Quality Certification For Discharge Of Dredged Or Fill Material, Dredging, And Dredge Material Disposal In Waters Of The United States Within The Commonwealth- 9.07 Criteria For Evaluation Of Applications For Dredging And Dredge Material Management a comprehensive analysis of practicable alternatives was performed. One obvious alternative would be to elongate and, or relocate the existing pier. We feel that neither of these alternatives would be considered "permittable". Because of the proximity of the pier to the channel, elongating the pier could create a navigational hazard. We also feel that this would only be a temporary solution, because if the accretion problem is not addressed, the spit will continue to grow. Relocating the pier could also create a navigational hazard, as the existing pier is located approximately in the center of a run in the channel, and relocating would bring it closer to a bend in the channel. Again this would also only be a temporary solution. Another alternative considered was to restore the entire shorefront of the site to it's pre-accretion condition. We felt that by concentrating the dredging around the pier, which is of most concern to the owner,we were able to minimize the overall scope of the project. We also kept the dredging limited to that area around the pier that was below historical Mean Low Water, instead of continuing up to historical Mean High Water,to again minimize overall scope of the project. Once the general area of dredging was determined, we planned to use a slope up from the proposed -3 contour of 3:1. Although a slope of 3:1 would require the least footprint for the project, provided the required stability, and meet the owner's needs,through discussions with the consulting Coastal Engineer we determined that this could actually have more of a potential adverse impact than a gentler slope. The 3:1 slope would reduce the amount of intertidal area on the site, and eliminate potential shellfish habitat, and deter migratory birds and other wildlife that could use gentler slopes. With this determination, the project originally proposed to the Conservation Commission was to dredge approximately 8,680 square feet (835 cubic yards), with the entire footprint following the lines presently shown as Section B-B. Through the Notice of Intent process we determined that there was a line of saltmarsh along the shore that was not located during the original field work as it was located well landward of the area that would have been affected by a 3:1 slope. As such, the footprint was further reduced to avoid the saltmarsh. Because avoidance of dredging is not feasible, and because appropriate and practicable steps have been taken to minimize the project and potential adverse impacts associated with it, mitigation is not required under 314 CMR 9.07, and the projects meet all requirements of 314 CMR 9.00. ll �I�I�� I , .g�� ! I���lll��l� €tIill�€I,!g� €I ' IDIOM HIM — f! I of off lisp illl5��i�1! IIIIl9� Iill 4� PROJECT NAME: YASMINE REALTY LIMITED . PROJECT#: 98110 PROJECT LOCATION: 253 SEAPUIT RIVER ROAD, OSTERVILLE COLLECTED: JUNE 18, 2007 ANALIZED: JUNE 20, 2007 SAMPLE #: 1 ' LOCATION: SOUTH SIDE OF "T" EMPTY FULL SIEVE (g) SEIVE (9) SAMPLE (g) % FINER PAN = 345.20 584.50 239.30 #4 = 491.80 492.60 0.80 100 # 10 = 408.60 418.10 9.50 96 #40 = 360.40 506.50 146.10 35 #50 = 316.25 344.10 27.85 23 #60 = 300.30 315.90 15.60 16 # 100 = 314.65 348.30 33.65 2 #200 = 304.50 309.85 5.35 0 PAN = 345.20 345.40 0.20 LOSS (g) 0.25 LOSS (%) 0.10 SULLIVAN ENGINEERING, INC. - OSTERVILLE, MA - 508 428-3344 - FAX 508 428-3115 PROJECT NAME: YASMINE REALTY LIMITED PROJECT#: 98110 PROJECT LOCATION: 253 SEAPUIT RIVER ROAD, OSTERVILLE COLLECTED: JUNE 18, 2007 ANALIZED: JUNE 20, 2007 SAMPLE #: 2 LOCATION: NORTHEAST SIDE OF "T" EMPTY FULL j SIEVE (g) SEIVE (g) SAMPLE (g) % FINER PAN = 345.20 510.01 164.81 #4 = 491.80 493.00 1.20 99 # 10 = 408.60 412.40 3.80 97 #40 = 360.40 467.50 107.10 32 #50 = 316.25 345.50 29.25 14 #60 = 300.30 311.40 11.10 7 # 100 = 314.65 325.95 11.30 1 #200 = 304.50 305.60 1.10 0 PAN = 345.20 345.35 0.15 LOSS (g) -0.19 LOSS (%) -0.12 SULLIVAN ENGINEERING, INC. - OSTERVILLE, MA - 508 428-3344 - FAX 508 428-3115 SU111 Engineering & lVan Consulting, Inc. (508)428.3344• P.O. Box 659 ,711 Main Street,Osterville, MA 02655 seci@sullivanengin.com • www.suilivanengin.com August 14, 2019 Brian Florence Building Commissioner, Building Dept. Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Combined Licenses/Permits for Waterways &Water Quality Certification Yasmine Realty Limited, 253 Seapuit River Road, Osterville Dear Mr. Florence, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-9 of the Department of Environmental Protection Combined Licenses/Permits for Waterways & Water Quality Certification and copy of the plans for the above referenced project. Would you please review and'sign the Municipal Zdaing Certificate and return it tome in the enclosed self-addressed stamped envelope at your earliest convenience? Thank you for your assistance. If you have any questions, please contact the office. Very truly yours, © �' Ulf Leah O'Dea Sullivan Engineering& Consulting, Inc. s. Attachments 1 ® . Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water.-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) A. Combined Application Information (check appropriate boxes) Note: Use this form only if you are applying for more than one component below. Components. Fee Corresponding Application Chapter 91 Water-Dependent Important: When filling out ® Residential with<_4 units $215.00 BRP WW01 a forms on the computer,use only the tab key ❑ Other $330.00 BRP WW01 b to move your cursor-do not 401 Water Quality Certification Dredging use the return key. ❑ Major>_5000 yd3 $405.00 BRP WW07 Q ® Minor< 5000 yd3&>_ 100 yd3 $ 95.00 BRP WW08 401 Water Quality Certification Fill/Excavation ❑ Major>_ 5000 ft2 $495.00 - BRP WW10 ❑ Minor< 5000 ft2 $ 95.00 BRP WW11 .�` $310.00 Total combined application fee: B. Applicant Information 1. Applicant: j Y-asmine-Realty-Limited Name E-mail Address 160 Federal Street Mailing Address Boston MA 02110. City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): Sullivan Engineering &Consulting, Inc. chuck@sullivanengin.com Name E-mail Address P.O. Box 659 Mailing Address Osterville MA 02655 City/Town - State Zip Code 5084283344 5084289617 Telephone Number Fax Number i ww26app.doc•Rev.01/06/2016 Page 1 of 15 ® - Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 , BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) C. Property Information 1. Property Information (all information must be provided): . Owner Name(if different from applicant) 051 002 41.61000 -70.418480 Tax Assessor's Map and Parcel Numbers Latitude Longitude 253 Seapuit River Road, Barnstable(Osterville) MA 02655 Street Address and City/Town State Zip Code 2. Registered Land ® Yes ❑ No, If Yes: Barnstable CTF 124901 LCP15354-M, County . Lot 1 Page D. Description of Water Body in Which Project Site is Located 1. Name of the water body where the project site is located or nearest/adjacent waterbody: Seapuit River • I Basin Name: Cape Cod Coastal.Drainage Area Class`: SA Qualifiers: Shellfishing Please.referto the Tables and Figures in 314 CMR 4.00 (http://www.mass.gov/eea/docs%dep%water/laws/i-thru-z/tblfig.pdf) Check all that apply: Type Nature Designation ❑ Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concern (ACEC) 0-Perennial-Stream 0-Eniarged/dammed El-Designated-Port Area-(DPA) ❑ Intermittent Stream ❑ Uncertain ❑ Ocean Sanctuary. ® Flowed tidelands ❑ Outstanding Resource Water(ORW) ❑ Intertidal Zone ❑ Uncertain ❑ Filled tidelands ❑ Great Pond ❑ Uncertain ww26app.doc•Rev.01/06/2016 Page 2 of 15 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) E. Proposed Scope of Project and Use/Activity Description Provide detailed description of the proposed project or activity. Include the purpose and intended use of the project, and'the duration of the work within any waterbody(attach narrative if needed): To mechanically maintenance dredge 850 CY of sand from an area approximately 130'x 70' (5,500 SF +/-)along existing fixed pier to a maximum depth of-4.5' previously authorixed under NAE-2007-2040, Ch 91 License No. 12097 and WQ W136892. Sand will be used as beach nourishment on Dead Neck/ Sampsons Island within the template approved under NAE-2013-02073, Ch 91 License No. 144437 and WQ X264968. The work is estimated to take 2 weeks. 1. Date activity is to commence: December 2019 2. What is the estimated total cost of proposed work(including materials &Tabor)? $40,000 3. State Funded ❑ Yes ® No If yes, $ F. Abutters • List the name and complete mailing address of direct abutters (attach additional sheets, if necessary). An abutter is defined (310 CMR 9.00)as the owner of land that shares a common waterside boundary with the project site, as well as the owner of land that lies within 50 feet across a waterbody from the project. Acme Jazz, LLC 116 Flanders Road, Suite 3000, Westborough, MA 01581 Name Address Kletjian, Carmella 220 Boylston Street, Suite 1410, Boston, MA 02116 Name Address Name Address A printout from the assessor's office along with the assessor's map can be used as a substitution. G—Proje-ct-Plans 1. Attached plans for the proposed project in accordance with the instructions contained in(check all that apply): ❑ Appendix A(Chapter 91 License plan) ® Appendix B (Chapter 91/401 WQC Permit plan) 2. Other State and Local Approvals/Certifications required or obtained ®Wetlands-Notice of Intent(NOI) SE3-5650 File Number ❑ Chapter 91 Jurisdictional Determination JD- File Number ❑ MEPA EOEEA Number if available ❑ EOEEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number if available ww26app.doc•Rev.01/06/2016 Page 3 of 15 • Massachusetts Department of Environmental Protection j Bureau of Resource Protection —Wetlands and Waterways Program x284033 BRP WW 26 Combined Licenses/Permits-for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) H. Information Required for All Dredging and/or Fill/Excavation Note: Dredging occurs below Mean High Tide(MHT) in Coastal and below High Water Mark for Inland. Excavation is defined as removal of any wetland resources above Mean High Tide for Coastal and High Water Mark for Inland. 1. If the proposed project is subject to MEPA or will occur in any wetlands or waters designated as "Outstanding Resource Waters", or if otherwise subject to MEPA, has public notice been published in the Environmental Monitor? ❑Yes ® No Date of Publication 2. Has public notice for the application been published (314 CMR 9.05 and/or 310 CMR 9.13(1)(c)5? ❑Yes ® No Date of Publication Name of Newspaper 3. Identify the dredge area(s) in square feet and cubic yards of each type of resource area: a. Land under water(inland): square feet cubic yards b. Land under ocean: 2215 200+/- square feet cubic yards 3430 650 +/- e. Intertidal zone square feet cubic yards Total square feet and volume: 5545 850 square feet cubic yards d. Dimension of dredge area(s): Length: 130' feet Width: 70' feet Depth- feet s feet 4. Identify the loss due to fill/excavation and proposed mitigat on_in square feet of each type_of_r_esour_ce area: Fill or Excavation (ft2) Mitigation (ft2) a. Bordering Vegetated Wetland (BVW): b. Isolated Vegetated Wetland (IVW): c. Land Under Water: Total of cumulative loss and mitigation of a+b+c: d. Salt Marsh 5. Is any of your proposed work exempt from the Massachusetts Wetlands Protection Act or taking place in a federal non-state wetland? ❑Yes ® No If No, provide the following information: SE3-5650 4/01/2019 NOI File#' Issue Date of Order of Conditions(Provide copy if issued) ww26app.doc•Rev.01/06/2016 Page 4 of 15 i i ® Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program x284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-De.pendent Chapter 91 Waterways License/Permit(310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) H. Information Required for All Dredging and/or Fill/Excavation (cont.) 6. Grain Size Analysis: Percentage of total by weight passing: 99% 2 No.4 Sieve No.60 Sieve 98% n/a No.10 Sieve No.200 Sieve 20% No.40 Sieve 7. Is the proposed project considered: ❑ a. Improvement dredging ® b. Maintenance dredging (previously authorized) i. Date of authorization: 2008 ii. Permit/license Name&Number: 12097 iii. Date last dredged: 2009 iv. Expected frequency of maintenance 5 Years dredging 8. Description of Disposal/Beneficial Reuse Site for Dredged Material Ocean disposal Sites:❑ unconfined ❑ confined (i.e. CAD) ❑ near shore placement Location of proposed disposal site and its physical boundaries (attach narrative,figures/plans, etc.) Suitability Determination from US Army Corps of Engineers ❑ Yes ❑ No (if yes, include determination in application) a. Has the site been designated by the Commonwealth or EPA as a designated disposal site? ❑ Yes ❑ No If No, give a description of the characteristics of the proposed disposal site and an explanation as to why a currently designated site or upland disposal is not feasible for this project: ww26app.doc•Rev.01/06/2016 Page 5 of 15 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) H. Information Required for All Dredging and/or Fill/Excavation (cont.) b. Is the anticipated disposal site located within a Commonwealth-designated ocean sanctuary(M.G.L. 132 A, sec. 13)or a sanctuary established by Federal law? ❑ Yes ❑ No If yes,which sanctuary? c. Location of proposed shoreline placement(landward of mean high tide for coastal or high watermark for inland)or upland reuse and physical boundaries: Does the proposed shoreline placement and/or upland reuse satisfy the conditions specified in 314 CMR 9.07(9)? ❑ Yes ❑ No d. Beach/Dune Nourishment above MHT or HWM ® Yes ❑ No Dead Neck/Sampsons Island Name or type of the nourishment area(s) e. ACEC ❑ Y2S E NO Name of ACEC I. Dredging More than 100 yd3, ORW, Individual 404 Permit 1. Due Diligence review for sediment sampling (314 CMR 9.07(2)) To the best of your knowledge, does the proposed project area have any past history of: a. chemical or oil spill(s)/discharge? ❑ Yes E No b. Upstream or on-site industrial or municipal discharge within 1,000 feet ❑ Yes E No of the proposed project? c. chronic pollutant loading from port or harbor use and/or other sources ❑ Yes E No of pollutants?(e.g., Combined Sewer Overflow(CSO)or Publicly Owned Treatment Works(POTW)discharges) d. Is the site currently an active Massachusetts Contingency Plan site? ❑ Yes E No If yes to any questions in Item 1, provide as much historical information as you have, including dates, amounts, concentrations, etc. of such spills or discharge. Attach additional pages if necessary. 2. Chemical Analysis of Sediment: Number of samples: ❑ Composite ❑ Discrete For ecological restoration projects: #of samples upstream of work area #of samples downstream of work area ww26app.doc•Rev.01/06/2016 Page 6 of 15 f • Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9,00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) I. Dredging More than 100 yd3, ORW, Individual 404 Permit (cont.) See 314 CMR 9.07(2)for sampling and analysis requirements. List constituents in mg/kg (ppm)dry weight unless otherwise indicated. N/A arsenic cadmium chromium copper lead mercury nickel zinc Hexavalent chromium PAHs(polynuclear aromatic hydrocarbons) PCBs(polychlorinated biphenyls)congeners Percent of solids Reactive sulfide EPH(extractable petroleum hydrocarbons VOCs(volatile organic compounds) Conductivity for coastal project Y 3. Intermediate Facility a. Location of the Intermediate Facility: - - r• 4. Street Address i City/Town State Zip Code b. Name and address of the owner of the property on which the intermediate facility is located? Name If the applicant is not the owner, has permission been granted by the owner of the property? ❑ Yes ❑ No If yes, provide documentation of permission. 4. Dredged material dewatering location: a. Location and physical boundaries of proposed dewatering activities of the dredge material. Indicate containment, method of dewatering, water collection and point of discharge(attach narrative if needed: b. How long are the dewatering and disposal sites estimated to be in use from this project, and will the site be used for future maintenance dredging? c. For proposed dewatering of dredged sediment on a barge, include plans demarcating adequate containment and effluent control in Appendix B. ww26app.doc-Rev.01/06/2016 Page 7 of 15 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program x284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) I. Dredging More than 100 yd3, ORW, Individual 404 Permit (cont.) 5. Type of Beneficial Reuse: ® Nourishment ❑ Landfill Daily cover ❑ Other(specify): Name and location of proposed beneficial reuse area and physical boundaries: Dead Neck/Sampsons Island 6. Upland Disposal: Name and location of the licensed Upland Disposal facility: J. Certificate By Other Agencies 1. Municipal Zoning Certification: If required, applicants must submit a completed and signed Section J 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 31.0 CMR 9.34(1,). . 2. 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 MassDEP must include Appendix D 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. K. Notice of-Intent Complete the WPA Form 3, Notice of Intent and the NOI Wetland Fee Transmittal Form and attach a copy to the combined application. ww26app.doc-Rev.01/06/2016 Page 8 of 15 i ® Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification, Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) L. 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 to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge. I further certify that I possess the authority to undertake the proposed activities." Applicant's signature Date Property ner's signature(if different from applicant) Date Olt �l?' Au orize Agent's signature(if applicable) Da Two(2) coies of the BRP WW 26 combined application, plus the appropriate Appendices, should be sent to: MassDEP Water Quality Certification Program One Winter Street, 51h floor Boston, MA 01208 A-T-T-N=Ken-C-hin One(1)copy of the BRP WW 26 combined application, plus the appropriate Appendices, should be sent to the MassDEP Regional Office where the project is located (see http://www.mass.gov/eea/agencies/massdei)/about/contacts/). ww26app.doc•Rev.01/06/2016 Page 9 of 15 ff NVIII IT jtf "I r 1110 1 r Cron letan n a !A 0�. S1 M. y is land 14 'lot 'I D 7 6o L I .01 m 11m 2ii 7AS Aj" Ha y;d Ipt Pt 0 .1; _J I Noisy Ptf", -?411 AIf ublic tanding S Ei;wl D 11 cotuit Ulu f Pt -4'FA a tj 0 ,0 PO$ DR No D'A_DDIL cu d % 200 toll 526 LAN WFW ,ISCALE. 2000 I 2000 0 1000 2000 4 00 IL gar$ RID P""J, DIRECTIONS: FROM HYANNIS FOLLOW MAIN STREET TO THE WEST END ROTRAY, AND THEN TAKE SCUDDER AVENUE; AT THE SHEET 1 OF 4 STOP SIGN TAKE A RIGHT ONTO SMITH STREET WHICH MERGES YASMINE REALTY LIMITED WITH CRAIGVILLE BEACH ROAD; AT THE STOP LIGHT TURN LEFT C/O BOSTON PROJECTS, INC. ONTO MAIN STREET, AND LEFT ONTO WEST BAY ROAD. TURN LEFT TO MAINTENANCE DREDGE ONTO BRIDGE STREET AND CONTINUE ONTO OYSTER WAY. STAY IN THE SEAPUIT RIVER STRAIGHT ONTO SEAPUIT RIVER ROAD. #253 IS ON THE LEFT. OSTERVILLE, MA ASSESSORS: MAP 051 PARCEL 002 JUL Y 12, 2019 LATITUDE. 41*36'36" SULLIVAN ENGINEERING LONGITUDE: 70*25'6" & CONSULTING INC. LITM: 381821E 4607447N OSTERVILLE, MA l .43 AV- /O Deed: C124901 Plans: LCP 15354—M Lot 1 LCP 15354—N Lot 1 Tu 1 25,3 • .. _ . � ice\ \ X (MIN. FLOOD HAII�:... F �.\ FEMA ZO_ NE �'" O EFFECT/VE 7/16'/14 ��. VE ELEV. 14 EXISTING BOARDWALK, PIER, i RAMP AND FLOAT. --. _ ---------— OF BEACH GRASS c'ygiyyF .'�G ly l 0_lAq DF chi N Ro�ss� Lp ss SEAPUIT RIVER +� ,I! 1 9 TIDAL ISTER������4Q .�IoNkL SHEET 2 OF 4 YASMINE REALTY LIMITED CIO BOSTON PROJECTS, INC. OVERALL PLAN VIEW TO MAINTENANCE DREDGE SCALE: 1" = 100' IN THE SEAPUI T RIVER 100 0 50 100 200 OSTERVILLE, MA JUL Y 12, 2019 SULLIVAN ENGINEERING & CONSULTING INC. OSTERVILLE, MA \cF X 3.5 x 2� .y �O BEACH GRASS t �7J`S �' ! �v ice? i3.2 yam' it ACCESS STAIRS g1 9 \ TO BE PROVIDED 1 � \ F10 3.4 Q \ 6'F �Jz \\ \\ \\ \ 1 +, 3.0 r X-4.6`, ` \\\ { 1 LLr 0.0' �a .\ X-6.5' -.! ter' ���``� `\ \F�L \\ X`1.2 ` x-6�? �-X2. Y 1.3 x-6.9 O'QFOc00,y' � x-1. \ X-6.06, vvc i -- — — `•.\ 0�,� FJ. 462pORsF � .— •�_-_ 2-' 1�,� >--6.5 `� \X-2.2 /M/TS60MI'FiQ E X 6.4 �_._,4'-"''.�` X� y3 - (O,o 4•fit! p X-7.6 _ - `.\ \S lk C , X�:� x-3.3 O ti,� r 0 �9�9 ONTR NF�� s X-5�--+_ .._._.....-- ��S ry ♦ x-7.5 ! _ x-5.7 x� { �L F�9 x-7.3 52699 t^ y SHEET 3 OF 4 �o 9FCIST4`�� YASMINE REALTY LIMITED �"k)MAL CIO BOSTON PROJECTS, INC. TO MAINTENANCE DREDGE PLAN VIEW IN THE SEAPUI T RIVER SCALE: 1" = 20' OSTERVILLE, MA 20 0 10 20 40 JUL Y 12, 2019 SULLIVAN ENGINEERING & CONSULTING INC. OSTERVILLE, MA tn 00 O qt W p ci I WW I i I I \\ I I ' I I i ( I ON O Oe� Lij / � , II ill O �U o t O pcli rn 0 SHEET 4 OF 4 YASMINE REALTY LIMITED CIO BOSTON PROJECTS, INC. TO MAINTENANCE DREDGE IN THE SEAPUI T RIVER OSTERVILLE, MA JUL Y 12, 2019 SULLIVAN ENGINEERING & CONSULTING INC. OSTERVILLE, MA i ■ Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wetlands and Waterways Program X284033 BRP WW 26 Combined Licenses/Permits for Waterways Transmittal# & Water Quality Certification Water-Dependent Chapter 91 Waterways License/Permit (310 CMR 9.00) 401 Dredging, Fill/Excavation Water Quality Certification (314 CMR 9.00) Appendix C: Municipal Zoning Certification Only when authorization request includes structure(s) Yasmine Realty Limited Name of Applicant 253 Seapuit River Road Seapuit River Barnstable (Osterville) Project street address Waterway City/Town Description of use or change in use: To perform maintenance dredging. 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 applic r1on and plans is not in violation of local zoning ordinances.and bylaws." 44 -*A�Ir i S Printed Name of Municipal Official Date • !� �l V�wO��1.� _�yv M�(S w"!d`L �y4rL�-�$J14�' C� Signature o nicipal Official Title CityfTown ww26app.doc•Rev.01/06/2016 Page 14 of 15 YASMINE REALTY LIMITED MINUTES OF A MEETING OF THE DIRECTORS HELD AT THE REGISTERED OFFICE OF THE COMPANY, TROPIC ISLE BUILDING, ROAD TOWN, TORTOLA, BRITISH VIRGIN ISLANDS ON THE 15 DAY OF NOVEMBER 2000 PRESENT Gath A.T. Hewlett Chairman Myrthlyn E. Penn Linda Massac CHAIRPERSON Gath A.T. Hewlett was elected the chairman of the meeting QUORUM There being all the members of the Board of Directors present in person, a quorum was obtained and the Chairman declared the meeting properly constituted. In terms of the Articles of Association, the presence of all the Directors was deemed to constitute waiver of notice on behalf of the Board. AUTHORISED PERSONS THE CHAIRMAN tabled letters of resignation from himself, and Myrthlyn E. Penn and Linda Massac effective from the 30thof November 2000. IT WAS RESOLVED that H.T.M. Services Ltd be appointed as a director of the Company with effect from the 301h day of November 2000. There being no further business the meeting was terminated. Signed this 15`h day of November 2000 Chairman Assessor's map and lot number /.(�............... `LAPP C SY '�F?1r1fit1S f -�► INSTALLED IN COPAPI LANCE �OsINET�� Sewage Permit number s ...CI WITH TITLE 5 R ENVIRONMENTAL CODE A • House number BAHa9TADLE, .....:................................................................... TOWN REGULATIONS 'o, 03MAG9 O wN Ar SUBJECT T TOWN* OF BARNSTABLE �ARNSTABLE C®N�'ovA1 SERl1 COMMISSIONAr' BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..�� O TYPEOF CONSTRUCTION .............. ..... ............................................................................................. ............z ....................19.512- TO THE INSPECTOR OF BUILDINGS: 4 ` The undersigned hereby applies for a permit according to the following infqFpati t w � 1 Location i............................ ... ... ....... .. .... .............................. ProposedUse .. !? <Ce ... . . . ............................................................................:............................................. . Zoning District..........................................................................Fire District a�^�/�� �!C.�G. .. Name of Owner <!))! .�/b4+4. ..............Address ............... Name of Builder' /,. .. .........`�'� ...........Address � ��2.,�..Na...l�. .<!d ........... ............. Name of Architect .... ... ,.......Address ..... .... .. .......;-� . ....................... Number of Rooms ... ��-�...............................................Foundation Exierior .... ...... '.1� .. - ..........................Roofing .... �.(� �./ V/.. ................................................................ Floors ......................................................................................Interior ..... .^, ............................................................... ._� Heating ..... a.. ............................................ ........Plumbing Fireplace .., ,_,.....................................Approximate Cost .............. � ............................. Definitive Plan Approved by Planning Board ---------------____-----------19 . Area ..............(J� ................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name o./•�.G '• " ....... YASMINE TRUST 4 23895 Install No ................. Permit for .................................... Swimming Pool ............................................................................... Location ...Seapuit River...Road............. .. .. .. ....... .. ....... .. Ostervi.ile ............................................................................... Owner ...Y.a.s.mine........Tr.....us.t.............................. .. .. . .......... .. Type of Construction ..Concrete ... ........ ... .................. . ................................................................................ Plot ............................ Lot ................................ Permit Granted ,,,,,March ....March...2 3..............19 82 ..... .... .. Date of Inspection ....................................19 Date Completed ......... . 19 { Assessor's map and lot number ,.........•,,,, �YHe� • Quo o�♦ Sewage Permit number .G?-' .. ?•.- ..:r:..:.�- Z BAHB9TABLE. Housenumber ......................................................................... rasa 9�po,1639. e00 'Ep mo 1►\ TOWN OF BARNSTABLE "p BUILDING INSPECTOR r : APPLICATION FOR PERMIT TO .. ... ...... ..r`.... 1 e^s X...................................................... ' � ^ , TYPE OF CONSTRUCTION ......... .�................... {. ................ •............... ..... .. •C3 ..� i .............`....: .-......................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information:-/--- ` Location .:::. e .. r .. , .. ......'......................'.:fi ....*............................f...:. � !, �;;,.-- ... ... ... .. ............. ........ Proposed Use ... .......... .- - ZoningDistrict Fire District -y............................................................ `.... Name of Owner �. I ................ Address , ,;e...-,,.A..`_. ......f.:....' '.....�......`........... Nome of Builder",,,:�t.......... .r t, ^:,,..t-:......Address .......... f ..no........................... J Name of Architect .............a r *+ a�}✓ ,h�•,• ! �•�`.........Address 47J?.*- •� A::::�. ........................ �. r.............................. Number of Rooms* f •; aFoundation .��!?,!; ..................................................... i ' f Exterior ......:..,:j.....#..?'.. ....`:.... �j?...... . :............................Roofing .... ' .. '`...........:...................................................... /r Floors Interior ..... . Heating ..............h.:..................................................................Plumbing ................................................................... p .........................................Approximate Cost r••Fireplace .. ..:?......r.:.:•�.....,...-!1 A, .. ..�... ................................... J� Definitive Plan Approved by Planning Board -----------_______-----------19 -_ . Area ...............A ................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH j OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name r."``'..................... .................................................... :rASMINE TRUST A=51-2 2h 9 5 N . ................ Permit for ...,Install.�-, ................................ ...........Swimming...Po.q.1.................................... ............... .. ..... .. . Locatic, a.pui.t...R.i.ve.r. Road ............ .. ....... .. .. . ..... .. . ....... ... Ostervillele ................................................................................ Yasmine Trust Owner ........................................................... ...... Concrete Type of Construction ...................... ............................................................../ I......... Plot ..........................t Lot ................... .......19 82 Permit Granted .... ... Date of Inspectio,. ................................ ...19 Date Completed ................ ............ ....19 02/09/2012 ' 02:05 5087785731 CAPE COD INSULATION PAGE 01 APE COD I SULATION h rmoe�.n f�.auu„ M"'". aalAPdO�e 4,^ WTt. tvnan mauuwe.i miMaa 1L800-696-6611 n 02/07/2012 Here is what we cbvered the foam with. Blazelok 200 and 131azelok 200 Primer. Job is at 253 Seapuit Load Oyster Harbors. Keith Presswood Vide President I i -1 S2 c:) ZE i rn I I I ' I I I i I . I I I I r 02/09/2012 02:05 5087765731 CAPE COD INSULATION PAGE 02 I DEMILEC Thermal Barrier Primer for Blazelok TB 200 Coating Technical Data Sheet BLAZELOW"TB 200 Primer is part of a water-based,fire protection, intumescent coating system. Four mils of BLAZELO'Krm TB 200 Primer along with an eight mil finish coat of BlazelokTm TB 200 applied over HEATLOK SOY® 200 meets the 2006 and 2009 ISC6b, 2009 and 2006 IRC®and the NFPA 101, Life Safety Code for use without a Prescribed thermal barrier when tested in accordance with NFPA 286: Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth. [ASTM E84ame Spread 0 moke Develo d 20 rotective Properties over Complies with the 2009 IBC 2603.9 and 803.2;2009 IRC 302.9.4 and 316.6;2006 IReatlok Soy 200(as p®r NFPA 314.6 and 315.4 and the NFPA 101 paragraph 10,2.3.7.2 for use without a prescriptive thermal B) barrier. Flash Point None votati6tyNpc Zero Solvents Water Based Toxicity Non-Toxic&No Formaldehyde Environmental Impact(as per EPA 8t SCAQMD&LEED compliant Haan u/de.com Weight per Gallon 10.5—11,2 Ib, Solids by Volume 1 1 54-55% Color Gray Wet fibril l coat to OFT 7 mils dries to 4 mils,nominal. Recommended final OFT 4mils qry Times 1-1/2 hrs,depending on humidity/temperature, Humidity above 50%R1 has a significant impadt on drying time.This primer may be over,coated with Blazelok TS 200 immediately upon verification-the rimer Is Changeover from Blazelok TB 200 No flushing of equipment or hoses is required when changing from the primer'to the BNsh coat. Primer to Blazelok TS 200 Coa4in Use warm water to flush and an a ui meet upon com letion of spraying operation. Recommended Equipment Greco 6851ASM2100 3300 psi with spray gun Gp model number RAC 221 or LTX$21 or larger. Hose size: use %-die. lest 50'to gun,additional lengths of hose use minimum""dia, to minimize pressure loss.Remove pump and gun filters prior to spraying. Sag Resistance No sagging when sprayed at required wet thickness, Coverage Up to 170 it6/gallon at 4 mils dry on a relatively smooth surface, Coverage rates will be reduced on foam surfaces with lar a undulations or rou h surfaces. Minimum temperatures Product pail temperature. 70-F Substrate temperature, BooF Use infrared gun to confirm temperatures. Fungus/Mold Reels�nce No mold growth per ASTM 0 3273 test This product was developed and tested for use with Blazelok TB 200 intumescent coating only. Please contact your Demilec USA Technical Services Representative for assistance regarding the installation of this product. 4! Dlsdalmtt;7hA Inrormatton herein IA to essm cltstomara In datermlrilnil whather our miduct B wln bla for malt appnaatkn(t end satlnfy l•MIS reauostthatcustom.nInspa4 and mataur product before uAr; thamnlaesastoaarttentsA rid surcpblllty.NothVtherelm&hellcoruretuteawarranty,ntrpmsadorImpllad,Inekdlrtpany%orrpnevofmerchantabllRy e.Ames,nor I.protactlen from any law orpawnsIntnrr All patsinkrwM Ara reserved. 2925 Ga la Drive-Arlingt ,TX 761 h 9 ll �8 3 BLAZELO TB 2 Primer x; I e: a ,201 r 02/09/2012 02:05 5087785731 CAPE COD INSULATION PAGE 03 To 200 Intumescent Coating DEMILEc;ctJsnl>,a r. Technical Data Sheet roduct Description BLAZELOK TS 200 is part of a water based,fire protection intumescent coating system. Eight mils of BLAZELOK7m TB 200 and 4 mils of Blazelok TB 200 Primer applied over HEATLOK SOY®200 meets the 2006 and 2009 IBC®, 2009 and 2006 IRC®and the NFPA 101, Life Safety Code for use without a prescribed thermal barrier when tested in accordance with NFPA 286: Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth. ASTMS.84 tRtame Spread 5 Smaioa Pt .VW Uas over Co with the 2009 f Z6M 9.and SM2;2W91R 302.t3.4 and.316.6;2006. SW 200(Per.NFPA 2W) IRS 3114.6 and 315.4-and the NFPA'fat paragraph 10.2-3.7.2 for use w*ow a Maliotive thermal barrier, Rash Point Norse• vota911tylvoC <500 Meets'80LEER,AQMD and EPA VOCiequiremrerft Solvents Water Based Toxicity 'Non-Tonic Weight oer Gag n 11 —11.4'IDs. Solids by Vokmle 63-8B96 , Color dill flat:whlte. Catftlon:l0o ndt add'tlrst to ffse 8Ied9Ibk.TB.'200.. - Top Coating Wait a minimu 'of 24.hrs Prior topair g wftls a quaitty latex topcoat Must be dry prior to top coating.-fVloistEme meterreootnmended.Topcoat may be tinted per its ri�anufadurer's instructions: wet film/CaittD dt�►t�lnr tfticknesss 15 mils dry tD 8 mf,nominal. R!ecornmertded final DFT •8 mil to•compi •yvlils.itie 2006&ZODJ]BC SBction';8032' CI Y Times Dry totouch—I hour,2 hm.•betw6w.boats d6penttrng.on humidigrflemperature. FfulNift abb 50%RH has a sig l fioarlt impbd an•dryh6-tin* Recon mmetlded Equiprtserft, Grano 696/ASM2100 3300 psi with sptargun tlp model number RAC 521 or LTX 521 or larger..Hose sae: use W ilia.last 50'to guni ad4ftnal lengths cf hose use minimum 3f13':dla.tb•rninimiae ure.1oss.�Remove• and uts fi ters rick to Soh Sag Resistance Will•Ilsot•Mgat requiroed thicitnesses. covemge Up'tir 120 R'VgaRon at 8 mils OFT orl a relatively smooth surface,based on:NFPA286 test rieults Coverage.mtes wip beredwed:on foam surfacaswnh large undulations or rough • surtaices. . , Minimum tomperah nse Product pail temperature,70OF Subs to temperature,50°F 'Use Enfrgred -to cwrl0ri l MpenftrasL Priming fair 7?letrttBT BMW an i MMdk . canirotroa MWt frfimi6irtjrr EnVIfflnmerttg . Oontad Dem i7ec's Engineering Departsrrentfor•t�echnioal-assistance in. ._ apalicatfons 'controlled humid' eWromnem. . USDA Approvals Acceptarile for use,-as an"incidental food contact'material. This product was developed and testad for use with Blazelok TB 200 Primer only. Note. Blazelok TS and Blazelok TO 200 are(ifferent fmMulations and are not interchangeable. Please contact your DEWI,LEC(USA) Technical Services Representadve for assistance regarding the installation of this ppoduet. VWalmer The informatlan herein is to assist customers in determining whether our product Is suitable for their applicationtsl.we request that euetorners Inspect and test our product before use and satisfy themselves as to contents and sultability.Nothing herein shall constitute a warranty,expressed or implled,including any warranty of merchantability or fitness,nor is protection from any law or patent Inferred.All patent rights are reserved. 2925 Gallerrra Or ve 1 Arllhgton TX,70011 rrtumes&nt.coarin P arils:118k7)640 49*i M Free i "� 02/08/2012 18:05 5087785731 CAPE COD INSULATION PAGE 01 IN E AT lei TWIN OF BAP ISTABLE -42 Installed Insulation Statement Location of Insulation Thickness Total Rwalue Approximate Sq.FL Walls x 6.6= Attic-Floor o Roof Dec (circle one) �z = R3� Z rOQ Cathedral Ceiling x 6.6 x 6.6= x 6.6 W R-value= 6.6 per inch t Tensile Strength= 51.5 psi Density = 2.1 -2.3 Ib/fe Compressive Strength= 28.3 psi DEMILEC Batch # L t�(i��z Company amo Phone Number y� L 7 lZ, Appiloatffl Nnrno AppIldwiff Signature olo c JOB LOCATION S'3 .��PGL V ] I- R E-R- s BUILDER INFO I�a 31 o +,Mui 11-e AIA Duct Leakage Test Form ,. ., Customer Information: Test Conditiions: v:rty Ur BAR STABLE 1/28/2014 Name: Bayside Building Date: Address: 1645 Falmouth road Bayberry square Time: Z�l JI#ICI ! ; City: Centerville Indoor Temperature(F): PM1 4: 12 State/Zip: Ma 02632 Outdoor Temperature(F): Phone: (508) 775-1040 Floor Area(ft2): 1768 Email: System AFr o pfm):,— 1310 U)V I M.t.i'J(`r,' Cooling Size(tons): 3 Heating Size(btu): 65 Building Address:(if different from above) Primary Location of Street:G_233 Sepuit River Road _`? Supply Ductwork: Basement City/State: Ostervi.11e Ma. Primary Location of Return Ductwork: Basement Comments: k i System located in basement on•on(two zones#1 first floor#2 second floor ' Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections seated with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201308472 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Flow(cfm) Flow(cfm) Duct Press. Flow Ring Fan Press ' (Pa) Installed (Pa) (Pa) Installed (Pa) 25 3 85 Fan Model/SN: Results: Outside Leakage(cfm): j Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): I Floor Area: Total Leakage as% 85 System Airflow: Eric Whiteley Toal Leakage as% W.VER14ON eric@wvwhiteley.com Floor Area: 4.8 I INC. ' 28 Village Landing Ft"NO MTtMG AM t OND4G P.O. Box 1266 W.Chatham,MA 02669 Plumbing• Heating T 508-945-1100 Air Conditioning F 508-945-5549 Since 1952 wwww.wvwhiteley.com , ©w nor o"vi REScheck Software Version 4.6.1 Compliance Certificate kes C�4rlr Project kenney Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 253 seapuit osterville, MA Corrp6nce:Passes using UIA trade-off Compliance: 5.8%Better Than Code Maximum UA: 52 Your UA: 49 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross,:Area Cavity Cont; Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 210 49.0 0.0 0.026 5 Wall 1: Wood Frame, 16"o.c. 370 21.0 0.0 0.057 17 Window 1: Wood Frame:Double Pane with Low-E 50 0.280 14 Door 1: Glass 19 0.320 6 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 200 30.0 0.0 0.033 7 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 2015 IECC requirements in REScheck Version /4.6.1 and to comply with the mandatory requireme I' ed i the RE h k Inspection Checklist. G//1 /GLL MY - Z Name.-Title n5tiTre Da Project Title: kenney Report date: 03/06/18 Data filename: C:\UsersVane\Documents\REScheck\Kenney 253 Seapuit.rck Page 1 of 1 1 � Town of Barnstable RECEIPT Aare ' 200 Main Street, Hyannis MA 02601 508-862-4038 sass ,� Application for Building Permit Application No: TB-18-687 Date Recieved: 3/6/2018 Job Location: 253 SEAPUIT RIVER ROAD,OSTERVILLE Permit For: Building-Addition/Alteration-'Residential Contractor's Name: CHRISTOPHER T KENNEY State Lic. No: CS-001895 Address: W YARMOUTH, MA 02673 Applicant Phone: (Home)Owner's Name: YASMINE REALTY LIMITED Phone: (Home)Owner's Address: 160 FEDERAL ST, BOSTON,MA 02110 Work Description: make existing screen porch a four season room with windows with rubber roof and sun deck above install& construct elevator hoisign and elevator. remodel existing bathroom to beome handicap compliant Total Value Of Work To Be Performed: $100,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: KENNEY BUILDERS INC. 3/6/2018 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $100,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $560.00 3nwi8 $560.00 2562 Check .............................................................._.........................................................................................._._.........................._..................._.._..........................................._................................................. Total Permit Fee Paid: $560.00 THIS CIS 'NOT'AILPERMIT' f • GOTTAG. - COTTAGE RENOVATION YRASEMNMEO REVALATYT ION � 253'.SEAPUIT ANER RO _3 �•,`,'. OSTERVILLE MA , -.. .- ''� ^. �•. e YAS M I N E REALTY �< SMOKE DETECTORS REVIEWEDj-) z 253 SEAPUIT RIVER RD. L OSTERVILLE A - ffTL7__B M E UILDING DEPT, DATE GENERAL NOTES: FIRE DEPARTMENT DATE ~" / >> BOTH SIGNATURES ARE REQUIRED FOR PERMITTING vlq .-1?!^.l - ' .:.. .• + F'fAruh, I ISSUED FOR PERMIT NICHOLAEFF OCTO B E R 07, 2009 ARCHITECTURE+DESIGN E12 M.M Strest -REDUCED SET- D50ME°^52GS T 500.20 22-0 DRAWINGS NOT TO SCALE ` rv..a °° NuwlE+6n.ocen ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST f f sTM[eas..ev es wn>,.ro. F. TLO COMSABSHET7C<Lsti1CDRAWLHG3 COTTAGE F p o� �°t^' COLG,eNcan I OWNER C PLAN IfO VWG PROPOSED ADDITION YASMINE REALTY DI I FIRST FLOOR DEMO PLAN RENOVATION `~ nw L -�mnaG4n.. 253 SEAPUIT RIVER RID DI.] ROOPDAfO PUN .C.>,.�+ ,�.. ✓ 'oan FN` �a no»cmn.r Ewd eme<�^e<u. ASMINE FEALTY ; �. n ,w P Y s .Fe .,�.1'' / 2,36EAPU17 PoVER RO •mraEw°cen nA wotrol Pw. w...r.:—'— aR.��.p ne DETA�s OSTERVILLE,MA ALI NEW'R OF FIAOR PUN agTER41ltE MA .Fc auweem ev q/q : v[wo oHbmr �"W ti o.wM 6. All NEW E11NATAN .0 :aw"W Fl,: Noe^0 R .'esewe revue I�tOM'r r+oT 3.ne D-ql SrrE/CIVIL A21 NEW EI£�;1710N5 PROJECT NUMBER SLH-CCTTPGE f� nm epa W, m e e r aim Ro uroE L A22 NEW ELEVATIONS 5 AOJt .q.e�ce F R u< SECTION BAMER&NYE ENGINEERING 8 Ail NEW BURDD/65E0'FIUNS eel ORAWN SY:OJO.ON.GM {_ -Y'F AwM W proe,vwa RFE`F+ .enrupeempj eji<'^ SURVEYING IXLI EY197LNGFIAST FLOOR PLAN 78 NORTH STREET Eli E10STif/G ROOF PUN THIRD FLOOR FJ(21 EMSTINGELEVATIONS SCALE:AS NOTED tr. noro. m mv� �Y 1°A"'pO wALL TYPEG HYANNIS.MA 02601 Ea31 MUS-IINGELEVATIONS S7D1GINO5EYT10N5 }4+__I.S:;.ry '$7R7JC3T19ALUBAWA'CS'+ti;: DATE:OCTOBER 7.20W e Nor« '.e' Rw �• e.o —Pew. a� STRUCTURAL ENGINEER uttt eb.p�'n neeae Fen SI.1 NEW FOOFFRAMNPUN Nicholaeff ��°ufr no 'dw me'^ro ,��'�'�'�'~'�< cav'AErE aop: EFaO GEDARHOLM SI.: NEW ROOF FRAMMGPUN ROi ea°.n wd n mew SW •:5 il'^::✓ DOOR w"BER a.CHADDERTON WAY eroc MIDDLEEORO.MA 023.E Architecture + Design R� wa ,., � SOS•.G.,a oe •n O't e4oiN ro(eL P:N WWOOVl TYPE {:'y'' 0. aM M w•W° 55 °ax°e >bU 0 ro fmn vue SR ever ` wv V WnatwTl'M 812 Main Street �^ ,oromn40 � WSD�m�ev FcaO bn.v.G�i. CEIl1K3 HER3R5 Osterville MA 02655 OHO .Ysmc. NO nmo,Mn ° •Y`m^ �-� CwNO E�.ia,vn 'r:S::•: 00 enm . NEL M /ivy �• FWrSNEOv.000 T 508 420 5298 NOTATIONS F 508 420 2240 ^Y ;Mean., m < - .� .°,.� �al T� nicholaeff.com dungy mow ° .°�o ; ;a c DETAIL AREA aoeanee. TITLE g y cm .�.r ,.e meNree T_ s>u.,0,°°`°`w''Fs Noc ,p ---o,°m' COYEFi SHEET �r crr, xr.. MAs mue.r ,ao a..mo r.: 0 h .•. Si ame M<' .�r vm^. uW urwx ECU9NENI ^ •`y` .0 meW'�e a Moro •^ u0u 5we Q Ewlm'm,Rebmn N,nWn E j .fi _Y}. msAm •'•' meG vapn on' �5ma� t .� �_1� Ord ian ry rvn..rr YM erwn Nnn m ��' OR van MR 'n,m vBrr v.rFw NOFTH AFHO.Y r o de rang t�D mawee.epa VC, vnd conpc.em.. C �W.0 tORFArOVE n �' Id✓ OVA ro MFp ^d1N v.Nvn Od< T .T�. ITf: meow..•. �W"� ��r ..MbC VOM1E'nOVE /rA�yp\��' �IP:davNebv'o.i ,�, fF Oes rIAF eYN v.v r--L--, r.n Nae� '�S, ElEO Mac In9 NC vggW wve'�weFl� �FLir~pQ:W - •.\ 6C erMc wn vAa 9 wows �nOea�'M 9m.n 9mN REVGOW5 < � T EN� � , Elm az> OA • ON ams0 > ''- �'� a GENERAL NOTES: Tj tW WW OF lib FUN 6 TO 9M PROPOSED W=AT U= ' 2)TDCW WA 5 COMPRSID OF: u _ O -Y7 / .% ASSEE[WS IIAP mi PAICII O@-TOT 1-P(IMO O I HAM W5411-APE XE MX) , FOUMTE OF TRIP 7e122 .•••• II L IEM 4 ROSE mrslrucnDM ( , - _.� •• Y\• h 1I ROSE LAW ic. remora w(s w mere ' <^.S',';\':, ;\• '"-`v• zz a) PRWRr mXPW1(:wa m N O{v pl.tr A9OW OWE / 4r .�• •;. �``,..... \i5,•;\,...= 1 ii a-ZLZ Oran) y� _ I^ oh �J�''S 't -• '-� \; r\ `�. � � PR]ELl WCTMW:rd b e FIN rev ESmOI Dole O -. (I'� r• p/O `Av' A > 04SE11D SOME ON CDCRETE tiCY OFE�� I) $ 012 % llt i TAR AT ME COeOT OF 9WOE SE. 7CRy DRAOMM a-1D3r 0"IrA) PROPOSED _ _ j �'Ln ?- J w)D»O WmWTON SCREENED r C_... ` \i'A ry Z O D619Ci:13-t Qi�OrAiaQ /< PCRCN •` ` `6.:6 _ r,r ^ i _ -19 3 .V.sm No 70[ :i: 1 \,,, ,�.1 \ hA• I Y.,r.;�, I. .\ - .� I'(;;; TN LOTARFA-2 ACRES".20 t T"W\` nou YARD-W SITE a WM YARD-rs'/ls' CIA PA -- i '""1\ w LOT WM.ra' A TOTE ZWETI W TOE FW WO iW D6 SM r MONO - > ®1 TO H r�Ne.A IOIE MOM 9MC El TOWED TA OOM M R1fOOY W MWMIDN 9m 6 am(M amuff AW W ISO ~`T.j.Ll .'f i5.'l. \ I 44�I 1` )NWM1W[O4lM OF i1N6 NO WM s y f\ \ �. :.5 �1•�`~`' `� ' \ S TD Dma Wd WDIO TIM sum 11 L5 \' \,'- MOM st»9m ri 7mc >l I O.tY' •T 1 -:%�� EW OF<71N0{ESOTFR NDIS EID9Bm BY 191 TbmOWD OF WTOP DOE A2-t. 'r.p. .8� C:, 1.:: t5.0 , 1 `^C&�..� .;I I .� rl I D09DW f&R*M 9t SWITIM aaoz / 11 - \4�i:%,:t;.'DERC•i?OUtii,/r `GvR r.rAG^ (' S Ij OOW&WN Ma WhOM nmot rolm 0/Z," ..J ..\ ;�;• �„• _ •r \\ �` St / I \ 7MF I1Dm IBRYQ ROE YV OD16 06 MG 6 IIS6 K B NO G '1 =3 >iv.y -!!' ( L • ` '�.5 % `�:. z` R Irr A /'2 7 \ ��,(�r 2Y1/ jr'<i.� \ ) 1 2�1KWt 6 I �. �\Ir.•{ �lip ' •} i' E.91E TS NOT 1 D NI ACED pIEA OF COMA EM7ONORAE CONCMX LG.B� fg. \ ,/•• •9E6 NOT WW AN MEA Or EMOTED WOW OF TIE ROTH TO • �'Z"i�- \ i. ME9 TM omm E.2=TRUM NOIWS W R1k KmW o / �• `n�`�T\ :r •��••� T LJ."'i �r<:/.-.-� � Ea TH nI B[W I[nNW FWQT.7IDF AC718IUDOI6 plo LWI To)• J`A2-4 i F O F+`J \', j {{,I,IAI• /' `....�. t %GUM"Oft(TOWNOURIFIEDWDW FOOL TO MOP WP GaM 1.7lOr A'r..SG 8.i" !',-...� }I'i3, ti`-�i ., \'' \\i•:L.J -ltkf Car _ v Al=;1, `` 11:.3 •_.( .<�`-x,7F„t ' ,\:.A}1<F' JEC`,✓ _A' c., • a, :( •SO[D M9 Nlllel A FnoEn FMBa7 E91 M®My oDTTmI i,EDm 17iDdn 7 ( _±: ` ` / Ir9WS W OM�•FOR 9'EiD WEIR nE w511DEffi4 DOM[II® \�\E !::/> i 4yy,`. , "--}V SUB ACF,FOvnna CRT CM01 r ��, -_ `r` 21.A ) (• < •ME D NOT rTOer A SIDE MF 10)ZW I MW WIDE l®WH FWW= l.lr\_- /) `�.J! ` \ ..`-.....! Lk. _ V ^Ax'•^J:A; ?- AAA g,At� CCU -i �;�`1.9 f +. !�9 •"`•�. ^'L Lti r j ` �• .. it � �i •ffi 6 rniel TIE DIE O mOfreVIDN A A1790EA[SRIIIES 01F1EAY L6iRA 2 r WE LOCATION: A7=`}:.'`4.` .�' _ ,`, River Road , 253 Seapuit -'\ .12. Osterville,MA \. \ , , \v� \'ell,. \ /_, \(: { '1 ,. c1.:G' ?----' PREPARED FOR Al ; \\ �``.9 Ocean Coast Construction RILE \ win Proposed Addition 2�s` Plan Showing opo 0 Al'-'S- ``\E. 8 x is G \X` Al-6,.,5:' • -- '--^\\� -_:_:.:- --_ x`Z- __ - �... —_ - '--` - 1 BAXTER NYE ENGINEERING&SURVEYING �' \,' -__ - •E.' -�v r- :`;_--_.._-_ ----- -__:_:__• a_ -------------�_____ _ OASTAL 9 ` Y Z�rowN eE sTATE) Registered Professional Engineers and Land Surveyors "'' S. 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 , "'-`8 Phone- 508 771-7502 Fax- 508 771-7622 �u \ ( ) ( ) ;><7.t �B• `100 YEAR ----•_ (EL ) FLOOD x 5.0 30 0 30 60 , - , Al-12 :'`_ ---. SCALE IN FEET t 30 2.3, G% x 4.2 x t:8. _•- -- -\ "---3-`--------_!'/--------- -' _________ DATE: 10/06/09 - A 'SASS t. 1 MWE 110/7/091 ISSUED FOR PERMIT j.j NO. 9Y I DATE I REMARKS 7i DRAWN BY: DESIGNED BY: ICHECKED BY: ORAWNO NUMBER A� 0:\2009\2009-042\CML\PLOT\2009-042P6.dwg 2009-042 GOT- AGC .� RENOVATION .YA$MINE REALTY 253;SEAP6IT'RNER.RD". OSTERVILLE;',MA GENERAL NOTES: REMOVE E%ISTPIG COVERED EMTRY 6e��A u�(„viAj�1 tl 1:1 MOTE: REMOVE PLUI I (r As MwriG FIXTURES DASHES I �� It J M RFC-TYp1CAL II [I (� �� REMOVE ALL Q` ANO DDOCROWN n P� N RED II II ====J LI, F=� 1 s%Sh==arff''SS I �I ------- _ I Ws �I •, 11 r----------, I—————-----, I—————----- , m R AL. �I •_r I 1 I 1 I I - EIrST"GeLOCKWALL TO TY c�rTa j (vyl iel i i i i i i NICHO �tRED AG�1 `� G' `� I I I I I I AR N I C yTF T 420 it-- ---� F No. 6622.T N II E%IST"G 017 M TO 6E REMOVED. BOSTO N, ~ II 3 II O MA h I I_Mo II Ex eSw'M �F `�J 9�PH OF M PSSP i l A '" OWM TO I All ! U I /1►/' f TTV' FLooR AMD ATIOM '1r F TO REMAPI- 11 PIGCL. KEY. �A/�� ��� R.iCl 4e[ PIDICATEb WALIs TO BE REMOVED U � I MDICJaTES WALLS TO REMAM PROJECT NUMEER:SLH-COTTAGE 111T�' DTI r•--==________-_�� ORAWN S':QIO.ON.GM 1f1 SCALE:0.5 NOTED II � DATE:OCTOBER 7.2OrM I{lI it I \( IF-) II I Ir - �1�=Lu!_�__ 14 REMOVE E%STING MOTE: REMOVE ALL 1 4 SLAB ICI E%IST416 WALLA AS SHOWN FOl9MDAT,OtM !I DASHED P7 RED DOWN To BELOW tl I EMS G PLOOR. ALL 14 SCREENED PORCH EMT" FLOOR AMD TYPICALOLMATION To aennw- �f FIRST�FLOOR DEMO PL4N. D1 . 1 FIRST FLOOR DEMO PLAN SCALE:114•-, 1 COTTAGE RENOVATION YAWINE:REALTY . "•.253:SEA:PUITTRIVER,RD;.'. >OSTERVILLEj:FiIA GENERAL NOTES: EXZTING ROOF STRUCTURE TO REMAIN %:. 0 /// ,/ /, //,/ /,,/ i/,/i///// NICH�'�' RJR ARC 812 I n ,, No.6622. BOSTON, W MA y 0f K+PSS EXISTHG ROOFWG AND ROOF FRAP-MG TO Ore COMPLETELY REMOVED IN AREA&MOW N DAOMED IN RED-TYP. / N PROJECT NUME£R SLH-COTTAGE DFAWN BY:OJO.ON.GM SCALE:AS NOTED CATE:OCTOBER 7.2039 DEf410:ROOF.PLAN.....;_. 1 - D1 . 2 DEMO ROOF PLAN SCALE:IW I'-a 7 ® HARD-WIRED PHOTOELECTRIC SMOKE DETECTORWITH BATTERY BACKUP Y s ry i HARD WIRED WALL MOUNT CAREON MONOXIDE CO DETECTOR ' y HARDWIRED FIXED TEMPERPTURE HEAT DETECTOR RENOVATION t - µjl, WITH BATTERY BACKUP ., _ 2 .. - ALL DEVICES TO BE WIRED INTO INTEGRATED YASNIINE REALTY • BUILDING ALARM SYSTEM • n 253:SEAPUIT;RIVER RD s,7,� t - FIRE PROTECTION 12 OSTERVILLE.MA •° TYP.SHEAR WALL• •- - --.1..;: < . PROVDE Do COMMON NAILS- 6'—EDGES AND Ir e INTERMEDIATE BLOCK ALL a. ti x JOINTS _ s1 .I 56'-07/e-Snm To sno-VIP. GENERAL NOTES: 10'-2y2 1_V.LF. 7'_6 --- •.. ,,, :arr<.< .m..., ..�.. / 14-7y2 _�— 6'-7• -- 617* 201<zN _ ��^ a..>... ?.�T ?N��c-•.. V-61/4- VIP. e....e...ee...c.ro......,ro...u..ww 24 28 • 18 0�m ' �m�p TML I COVERED EnTar .•zt wmxm o ! N AND CUPOLA ' ,5� (`9y2 f 1�/ ABOVE TO BE 27 18 J 1 I CIENTERED ON MIDDLE GARAGE �I i� f� O 10 ��1 k• jl..-.�• 10'-{• 7-0y{ -6y4 DOOR-V.IF. ElI57Y1G ORAt� NEW ABOVE WINDOW-�o�e ( `� / m FJosI®rsAc-f 25 OF.P���" - PTD.BL..ACK PLYWOOD PANEL 19- 12'BEHIND ON - In / INTERIOR SIDE. MEM TP111 x I o it 16 6•'lyq'I 7`SJ/4 3`03/4 m 6'-'ry I -_------, --------- J f- (------__--1 f- 1 v � I I I > 18 1 I I I ssi7CH nr/ IIL 0 0 I I I I 1 I I I I I I®g I I I ® I NICHOLA VjN OF AAf ARC C. IUD oFipZ yT m ® wFo-mc i I @ m ��liP SS�O oz NICN FC' I I _ 42o C �' am ----- -J_ L _----'- O v _ >y>=w wlNDow SCHEDULE ERIC J. G DERHOLM in �zo 4 {—0y4 10 D' 6'{/1 N N C �1 T 12 14 1T-Oy4' 12'-Oy4' 7 2 SIZE O STRUCTURAL 1 BOSTON. T ~ _ _, r__ ? ___J O6 MARK WIDTH HEIGHT TYPE FRAME MATERIAL NOTES U NO. 38962 y MA Jy ® 1 I n 1 2'-1' 4'-' _ _ PELLA ARC CT RIBS 2GG ,r �m I am 2 2'-1' 4'-6' PEL.LA ARCHITECT SERIES A v G _ _ a --- CT 6 „ ; T-1 *-6• - - PELLA ARCHITECT SERIFS �O,c / 7,11 OF to gS 6 2-4 4'-6' - - PELLA ARCHITECT SERIFS I - - AR G fE.S �u O t01 3 7 Y-1' Y-i' - _ PE ARG T SERIES i 1 D 2'-1' Y-N1' - _ PELLA�ARGIi TEGT SERFS Q F I O Ay. 9 2'-1• 2'-11' FELLA A CHIIEG RCh -T SERIES O;/ FELL RT SERIES _--___ -T 1 r- - - �.A' 2'- 5• _ SER E3 �b PROJECT NUMEER:SLH-COTTAGE i LNNG OiF]N I K�D/7 12 2'-6' 3'-b' FELLA ARC-nMCT SERIES iD Y-1' 2'-11' - -- PELLARC E ARCHITECT SRIES 14 2'-1' Y-41' - - PELL4 ARG CT SERFS DRAWN 6Y:OJO.ON.GM TYP.SHEAR WALL: '�( J' % Q I I TYP.SHEAR WALL; 15 X-1' 4'-6' - PELL-A ARCHITECT SERFS PROVIDE Bo F / rn I I I I ` •P t` PROVIDE DP 6 '-' - - PE G R COMMON MAILS- / I 1 I I COMMON NAILS- 17 2'-1' -e-W - - PELLA ARCHITECT SERIES SCALE:AS NOTED 6'—EDGES AND / II _4' I •\ O 6'ac EDC£4 AND 1D 2'-1' 4'-5' - FELLA ARCHITECT SERIES 12'ae I' T P. 1 •f 12'ae. 19 2'-1' •1'-6' - PELLA ARCHITECT SERIES INTERMEDIATE - - t l 'l -I T— - - - INTERMEDIATE. 20 11' 416, - - PELLA AIZC 4MCT SERIES BLOCK ALL JOINTS '' I I O BLOCK ALL JOINTS 2'1' {'- - - PEL.l1•.ARGA-0TECT SERIES DATE:CCTOBER 7.2009 9 I i `�\ 8 22 S'--4 416. - - PELLA ARCHITECT SERIES 29 S'T FELLA ARCHITECT SERIES c L J Y 24 R-1Y 314' - - PELLA AReF4—MZT SERIBB 25 •I-11' V-4' - - PELLA ARCHITECT SERFS ® a 26 _ - - PELLA ARCHITrCTRIE8 27 ?-N' J'-4 PELLA A ARCHITECT SERFS J S L 26 V f - - PELLA ARCHITEC I-A T S eEERRIIF-5 T-1'�,� I B'-O/8 PRO Bo COMMON J' ' .�— - MAILS-S'o.c EDGES AND 12 a 'E BLo« NEW DOOR AND FRAME SCHEDULE ALL JO S DOOR i 1 % S mi ov ORo1 DOOR # ROOM SIZEFIRE NOTES WD HGT SWING DIRECTION MATL GLAZING ATIN O1A 1O1B LIY / 6'KTCN - LEFT 610'V-9 1 2' NEUfi f�R$T'FLO.OFt,P1.P�N-.e;,., T PELLA ARCHITECT SERIES 1o3A BEDR 2'-6• 6'-9 1/Y LEFT - — -- — 1.239 SQUARE FEET HEATED . 10JB BEDR J'-d 6'- i 2' LEFT -j 104A BATH 2�6' W-91/Y RIGHT 105A MBCH J-O' '-9 RIGHT - - -- - - ' 406A BEDROOM 3'-d 6�9 1 Y LEFT £ ' 106E BEDROOM 6147 6'-9 1 2' MA 'r 2 106C BEDROOM 9'-d 6'-9 1/2' LEPT - - -- 108A LSIIG RAGE 3-0'619 1/ LEFT 10BB RT G GGA MA - -- DES NER DOOR OR PPROVED EG. 100C EXISTING GA GE DESIGNER DOOR OR APPROVED EG. 4'-0y4 16'-O' L4�.%- OOD EXISTING GARAGE 6'-0' 7'-0' NA - -- -- DESIGNER DOOR OR APPROVED EQ Al 110A OF J-d 6'-9 Y RIGHT - - -- 24'-Oy2-3TV0 TO STUD-V.LP. - ■ NEW FIRST FLOOR PLAN SCALE:,,4•-, .PAKS 6/w Cox PLY%-M / PTTOi .-. Ell' _..•e..��.. SHEATHING _ COTTAGE WESTERN RED CEDAR ROOF SHINGLE S-PERFECTION GRADE s M DLIE LABEL e ./` _ y-4` - ----_-- Dom; YASMINEREALTY •CEDAR BAVFR•- ( �, VNDCRLAYMENT PfTGH --u \ /, '� � 253 SEAPUIT RIVER RD ICE AND WATER SN@iL TO �• / ati2 I •� = OSTEAVILLE MA J6'ABOVE EAVES TrP. FELT TYP.ELSEWHERE /2X6 IN..UL STOP y I B 20 OZ LC.COPPER DETV/EEN RAFTERS FLASHVIG W/MP EDGE i S•.IPaON H2b ^r HURRICANE TED TYP. ALL RAFTERS I 111 O �• � RIDGE CUSTOMS AZEK eAK \` =� / GENERAL NOTES TRM ASFJYBLY SINE I I ( V Plat SCALE TRM IL d ���/ w.A n• •r •.n ew Rn6L nanna n«•an a.n✓.a•m•anwq w•w..,•a.y.rv�•.nw. PROPLG L '®' I .,.w.•w ao«.:.•a.u«t vmra.c r..,n..«w BRONZE MESH INSECT 'Z. ] 1 1 I � _ �eWT—As .'O DD -- a.um.em.n,awn.mnnn.ow+.v.ti nmw.w�a SCREEN•VENT SLOT D J — - I m,TOIED ON mrrvlue RVOTE:PAINT RAFTEI! �MCOLC aAKAR OmR- —__—— � ew•m•xn✓n•vn.c«.n••any« TAILS BLACK) _ FACE OF MYWD TO 20'a OF EAVE % —_—__—_ ---__—__ row •a..« Ana i f f-----------1 UQ I I I I I - � I � I I I I I I 1 Nn.,.«,�.nar.a.no�.«....W.�.•....o.«• TRIM DETAIL - EXIST. RAFTERS SCALE:1-ir-1--o- 12 6/8•Cox PLYwa I i _ SHEATHING I I I 1 1 I I I WESTERN RED CEDAR ROOF 4 / ,� PRUy I I PRCH I 1 I I I I 1 SHINGLEa-FFRFECTIOH GRADE e� D.Y2 I I 8,2 Mi BLUE LABEL I I Da ve .s. •CEDAR SAVER'VENT --- .CEMAX SA E R' �s _ ICE AND WATER S"FLO TO MWEJU36•ABOVE EAVES TYP.DOD % 2%6 q}JlL SIRS _t«——— -— — ]1" L-EGEND: FELT TYP. - 4 d�——— H /126 _ O� -- 124110110 12' TRIM TYPE - 2XB RAFTERS HUR P 1 I RICATE TES YP.S T I d ALL RATTERS 12', 12' TRIM TYPE w/ GUTTER - 2X8 RAFTERSbQm- O�O�O�K� cusraM Azov GAVE •T Au vAusTa 7' DORMER TRIM 4 imra ooaruD Aux TRM Arlsr-BLY sec u�mcuiwrD COVERED ENTRY TRIM uw x n Frtu r LE TRIMuw ----1111 PROFILE1 I r uvn - 8' RAKE ,' —,=T„r--- yy ---- -J► I 10' RAKE BRONZE MESH ILSECTcRR _ �mse _ sEErN.VENT SLOT _ PORCH TRIM "O0 -PAINT RAFTER aF PLY.;.To _ u ___ .-ms. PROPOSED DOWN TAX-$SLACx1 EO CF SAVE _ �—V OIA.L.C.COPPER —� -- 4� A I -- -- SPOUT LOCATION Downapcv TRIM DETAIL - EXIST. RAFTERS SCALE:,-,fir -o- 3 IForGH PITC4IIl b I cu s:rt LI� i t I I ATE N„'mot• NICHO ARC ED �. r N@ATMMGLYWD. —L I I I —I I I OI IIAe. y0� 618'COX •'OI ' NEW ROOF PLAN 1 scALE:va•_,•-o• N I C W2.4TERN RED CEDAR ROOF / III li T 2 9� .SHINGLESLLFLFL;S`TTOt"GRAM 12 TYPICAL ROOF CONSTRUCTION a'cf2h -n v� No.6622. 'MD,I=,R SAVER'r VENT D. � WESTERN RED CEDAR ROOF SHINGLES PERFECTION BOSTON, CAR OP. LLJESOU ROOF FELT OVER R 6//DEGD�LYWOOD-AR OVER �Oy MA Jfij ICE AND WATER SHIELD TO ® / /.. R /. +/PIT 1�R: CONTINUOUS RIDGE VENT W/WOVEN SHINGLE RIDGE �.. C. FELT ABOVE EAVES TYP.JOa y%f,MSlt_STOP /4/4' N,.P FELT TYP.ABOVE ELSEWHERE TYP. / TWPcw STOP Rd FOOT ' / FOO CAPS TYP.,WOVEN SHRiGLE HIPS AND VALLEYS.TYP- 20 oz L.C.COPPER aMPeon Has s i%'? '•:';,':,;> ?' '. �TEi OF et'EP` A ( „,�IGA,E TM„„P. / /. 'v , , ' GENERAL ROOF NOTES PLAN/MG W/DRIP EDGE t ALL RAFTERS 4 ALL RIDGE COHDRIONS SMALL HAVE CONTINUOUS RIDGE / .d "� -9 /•: / •�ATKrn UKf.PD ELT VENTS AND WOVmi SHMGLE CAPS. /�GKQ„(�J N• ,A \ i T ' 1'. SII' j: YUI�KFS b FOl MI7 nfT.WTKiI LI qVl -/ twN.Fc oR AKovlvcr uKorDn 2 ALL VALLEYS SHALL BE CLOSED M?TH CONCEALED PROJECT NUR:bLH-COTTAGE FLASMIYG. nnCE CUSTOM AZEK SAVE '.✓"::,;�%'i '.j'%, iRM AssenmLr sEe .�':'!•.'•. �:. J. ALL MPS SHALL HAVE WOVEN SHINGLE GAPS. PULL aCM2 TRD1 ':'j,".�::.:.;•-.;•:' 4• LOCATIONS FOR ALL R ROOF PENETATKX43(PLLRAS14G DRAWN BY:000.DN.GM D STACKS,F112EPL AGE FLUES,VENTS-)SHALL BE SU fT BMTED TO ARCHTTE.CT FOR APPROVAL PRIOR TO ROUGH-IN. SCALE:AS NOTED • D DATE:OCTOBER 7,2,YA TRIM DETAIL-COVERED ENTRY SCALE:,-1/r 4 ROOF NOTES SCALE:N.T.S 4/4 PER FOOT TAPERED RCCa G INSULATION S/S•Cox PL.YWD. a 6/6 THICK BUTT WESTERN RED SARNAH3.060 REINFORCED f—Ly MPvc BHEATHG D CEDAR ROOF SHINGLES !EXTERIOR GRADE TW ROOFING MEMBRANE S.' M WESTERN RFD CEDAR ROOF PF PJt RFECTIOPI GRADE aN D111E L.ADPl PLYWOOD DECK sCFEVJED SHIN GLES-PERFECTION GRADE M,BLUE LABEL � 'CEDAR 6/B T'MCK BUTT WESTERN RFC SAVP.R• CEDAR ROOF SHINGLES YF_OAR sAYER'VENTCONTIMUCVS SLOPE 1/Y PER FT. SARMAPL APPROVED EDGE PERFECTOd,GRADE M aAa LABEL UNOERLAY!¢71T / WO'COX PLYWOOD SK/ATHNG _ PLASHING DETAIL ICE AND WATER aWrLO TO / -CEDAR SAVER' 3 6•ABOVE EAVES TYP,SO. / GONTfiUDUS / FELT TYP.ELSEWHERE 6 RR POLY//i 20 CZ L.C.COPPER 6/N CD%PLYWOOD SU4'J THING DARRER FLASMyG W/ORO EDGE CUSTOM A=SAVE SEE RLL SCALE / I NEW ROOF PLAN p 1X6„aLL-STOP TRIM PRCME yr R(T i BETWEEN RAPIERS �h f I.- GUaTDM AT.✓CA"�� K 3"SOH H16 I TRM ASSEMBLY W.4TOM AZEK EAK HURRKAPe TLB TIP. SEE IRLL SCALE ABEMDLY a= TRIM PROPLE PnJLL TRIM a - PROPLE TAM Jg' 2, y ALL RgPTEp3 _ 10`6�' ' - CUSTOM A7J.'JC P1AK TRIM D• ASSEMBLY SCE " T 6 PCE OP STUD O A EDGE OP RAKE U M PROP" FAGS OF STUD BCALE TR TO CDC C✓r RAKE II FA OF FLTHD.TO •1 E06L OF SAVE Al m2 .... ..a-• .re.,..1.�r�HY 'YS:a.+,.-s�-j..�....i•Y.' .. .°t`:Y !•,ci'.'.'»�,.'•'•�.Z-.;. DORMER TRIM SCALE:,-i2 5 10" RAKE DETAIL ecALE:,-,rz 6 8" RAKE DETAIL scALE:1-12'=,•-D- 7 PORCH TRIM 181 •. COTTAGE ��`� RENOVATION r T 253SEA iT" IVERRD OSTERVILLE;'N1A ` • a 14 1 iJ .! > 4. mot• , ~ . wovEn SHINGLE RAGE CAPS,TYP NOTES:TYP. TD>Or R Iac_NEN .uw'wn.a«u.~� o'..... •mv _ ---- ____ TYPICAL ROOF CONSTRUCTIOIt aa+am m.w onmc. aar m.a --. m.w<wro m ea.:•wp,eu.a.uawne rnoa+.w.o ro ION 6 R IaT- -_-___-- ----- M RED CEDAR THICK B,rTT ROOF LABEL OVER•CEDAR SAVER'OVER BOM ••a o.m+...+�✓.+a.enw.wxr ROOF FELT OVER 6/5'COT PLYWOOD CONTINUOUS RIDGE VENT W/WOVEN •. I-0i'IG4 F RA CA WOVEN SMMGLE GE PS TYP, y trm-p�- PS AMC)VALIF.T&TYP. ,:��Y�W, U.4'1'i!•f);J `r M r r�if''f'++' ^-•� 7 rr'IM00 PELLA ARCHITECT SERIES ALUMIAPi CLAD w��•�'••••'�w'•�.•,���•-"':•mm�•m,.� (Y1 i fly N T WINDOWS a DOORS OR APPROVED EQUAL, r Y n i t rf ti s 1 k�* rJ ALL EXTERIOR WINDOWS AMD DOORS TO MEET HAS&BULD94G CODE 94rACT y. ', I"• t. 1 t7 .I - _ - - - - _ _ _ _ RESISTANCE REOJREr•�MTS-TYP.(COLOR: -� wM17F) a. -li^..-T-'+, r'. r` jr, ytr , - L J��e _ �t ?5 '^ l,.-, ; 4 AZENc L¢Pp PROPLE TRWi t M � T 1 „ Yi y l:l y'I AR0irrECTURAL DETALSI WINDOWS j•�+�.�. :'.;, ,,'r` e,xoRe PAINTED wHrTEI Y !'`'YiTsun--•« �.�,5,•.t• 1,�. �,�.,_,�;:'Jr.'-• n t �'j••_h4--„ .u, .r'(.•'Sla. T'!''.tiv- .1',l'. YO ,ri , TrJ.4.Ly -r_`_'.T.:`:- =!'�'JLt•:- ,u;'il,.,;"lla'i.r. .�'' .::� i'; `t:uy-'.'''+,P�;�i :�:.i : �.Y+:•.,'ri'1 !i_ •-lt '. ?.t -t,�:'JL WHITE!CEDAR 3AEWALL SMIIGLES.R.R. P *..4i?n..:,fi,.:.;, ;Lr;f:•,�,Y��,_r,;(4-y:Lot;+.i;�t ts:.: j,r `-;.,t.�'jl r -h 4,..I,.: .:.•.:,.. : ,' �1�:4r'`' =' r.!j STAINED COLOR,BLEACHMG OIL b• EXPOSURE O TDP Or rRsr nnm _ COURSINGTO BE APPROVED BY A..TfET. ALL �C �1 CORI'ER9 TO BE SCREEN PORCH TRW TO Be _ CCLi)INI'IS VOTED OF AZEK TRW CQMPOME7 T&-SEE TRW DISTAL-S. -'H NEW NORTH ELEVATION SCALE:1/4'-V-011 NI `f I N.sir 9� DM11,(a,21�I)?E55 c o afolO � -22• C �, Iv7wn • _��r�•4 tTl�r��.�+� PROJECTrJUME=R:SUi-CD77AGE WOVEN SHINGLE RAGE CAPS,T1T. DRAWN 6Y:OJO,DN,GM im 6 W ID MIR-,OGI LONJ TYRt•n1 RD[]R ¢ t N WESTERW RED CEDAR TMICX BUTT ROOF SCALE:AS NOTED &MINGLE&PERFECT10M GRADE.01 SLAJE / r,'.i,T -Yj'.it�-,'•�. LABEL OVER CEDAR SAVER'OVER JW - •'7`�f'lrarJ' ROOF PELT OVER 6/6'COX PLYWOOD- .�, DATE:OCTOBER 7.2D?7.}�1'i'i r�•„ CONTINUOUS RAGE VENT W/WOVEN +YO' ,;r j"^;,Y,rj,�,'• ,f ® ;; j{ ® .j. �:J'+�� fJ.,:�,44,a SMMGLE RACE CAPS TYP_WOVEN 9MMGL.E KI-S AND VALLEr TYP. ..�„y41r.,r j- f.6 '� h ralk-msr 'fJ,.r-�i�'��"J,A�'.�rJl�,•-,i�.,,-' ;4�•'��y4�-t'Jt�y'CL�,r�ai. L.S. 0'BFV-a.>r —- -—-—- - - '-•'i''�`,,f'�— ', ,-ry,r '..r�i''trr', f �-ti, l,V, , .0 ,. '..J:.. 1 _ >, ., .r,, JJ/ ti' ",•,�, f ,+ J.- ��,,..,,,,P., 'f'r Y,* /lI +i-i•4,. r•.iw!-,' f a y 5G• � •L?;r 5..+,:-1-a..(.fy-rr' Jrr.; 4 7r rrr +t).{ }L�'1 "'�'��"'' ^�'. r, - ya S 0. {�M y-! �' ULTr yA yT�'ijYj 1•... - WHITE CEDAR 8AE ALL SMIw. R. ® JA,' !'�Jr.4:f?y' '17'�'A�t++ y�,4JZ: (•1. .Ta°I�.J.'t•ff:N+r- STAIND COLOR�LEACMMG OL'6' E%P06liRE y, 1 r, ?_ 1 l• t f J fT-""� { r'i^:1!tN PINALE COURSING.TO BE APPROVED BY ]' fJ1`J 1,� .Y?: i LrJt. 1�`r. ,,y.. A .i-,{tr J.,,•'Y`-r--; ''tom , ,\ r{�T' i "J U 1• �, j J 11�1 .,, y.;;r-.J L. ARCMRECT. ALL CORNERS TO BE WOVEN `L ��;�'1��, �` j 7_ �• 6 55 "TT"1; il.i1r_•_I 9759 : 'T:TJ:Z'J'i71 rr-r�ft r''Y .�n_�(4;h; ,YII�., ' -T,�, .5- '-'-N71t Y,,,';' �". ,,�:.h'-t;trY.^•Y )�, ,•``'L�ry;l'l�fl� _ JrLt r'i.�.- �+1-,�,:�i.- y�,rl-L•J' �•'/-'ri: .{ .. r.. ''-i'. -;'�;::;y:t�++rr• `�_, � >'� F`� .�,f.'� "r r, �j�r-�r�;•,-.,r•r �„ t; 7 ,;-;-�. � s .1 i- Jlu+5 ,a,.-w�. a �il,tit`:�J'.-L •.C[tt-4)', ''?:i h` .u�i�� N .7t.:^'i,i:,.,,t'+r'- 1.4 ..,�.� NEW ELEVATION , �. A. •r „ +r - a rm orwwl aeR�l �--- ------------------- -- -- yz C J•F i A2 . 1 NEW SOUTH ELEVATION SCALE:,/4•_7•-O• y { COTTAGE RENOVATION , YASMINEREALTY - _ 253;SEAPUITRIVERRD =�' ' • O$TERVILLE.NIA x"- r x:, • T y � S .T, f r r x 4 R r ....k•r c ,t�. q WOVEN SHINGLE RIDGE CAPE,TYP. .—. TYPICAL_ROOF EDARRUCTIOLY: GENERAL NOTES: WESTERN RED CEDAR T RA IH ROOF 1d RAKE SHINGLES PERFECTOS GRADE,V•I BLUE LABEL OVER'CEDAR SAVER'OVER SOw a �• '''°'°" 'm :T•..`;I4•, ROOF FELT OVER 6/8'COX PLYWOOD- '• "O aM '"„••"'a ' S ^ S'RAKE AT _ GOIYTP0.10 ID E CA VENT W/WOVEN m fY RAKE AT tiry1;4,T~,u'f.1, 3MISGLE RIDGE CAPS TYP,WOVEN BNPIGLE O COYEPPO ENTRY COVERED ENTRY .`7r. r<" T '•`r' HE -A O4rMCa.TYP. J•_.'r TYP. -TYP. •r!+7-%-:: .Ct. (�'Y.'l,!,ly WINDOW S e DO CT SERIES A ALLNPROV D GLAD •,jL'-r''-' }, rr y- •rf-y- ALLOWS a DOORS OR APPROVED EQUAL, .,r y. .4,.'�h., ,�L.1,1J'T':'' ALL EXTERIOR WINDOWS AND DOORS TO w l.� y-„,I._ 1f + ••,- T-�J� 5i, RREES45 ANCE REQU�HTS-TYP.(COLOR ..F..•a.•...wa mne.n.,.�>ra.e.w wa.�e 4 -- - — - - n— ' yttr ihll �'L'�L BUILDING G CODE wPAGT . .J1Lai AZEK PROFILE raw(SEE _!• _ _ ARGITTECTURAI DETAILS)WPIDOW9 ''Jr ,•'1" vr.ill. roll'•: µ;. .Jf,LJ,. �,1..�i,:i" tl!1LIfl.� :r" .!..Y`I:'• +:.:..iJ� :..•,�I n.-.+.,I_a 7J:� R DOORS 0-AINTED WHITE) •.`�'.-.:� I � 'j';�;�.y it:rl I ri.. � 1 •'t't:. s 1 - �T '` OO y 1 F; 'I'rC" Q 7 "�r �,? �Oti'. �a _ 6 •.i, ! -'-:�{;5 'i::IR'I'.'-t� S.. _ :�'_-C. I;. r• I �y� �.!4 � r •Ir 11�.I rT• ;'1. J. ® piat.s` I•�`nn I� 1_' 1 ,-j i•. '•i�. :.LJ-r:µ, .,.1 i IYir �J r•,,Yf � L T .rn;�Ii':"''pry' tt III 111 111 Iii f � 1 yi. 41 �:+�" 1 :i!-7, f i�-' �:T+:;.'r '�tl f�-' 'L•)n:'i -r-,U STAINWWM CEDAR R'BLE.LL INGS"I OIL' S R.R !-1 '!Y'f-.r 'I'' .,� ,- Y`;.%;t,1'�i•: '^!`r' _f41- 45�'� i STAINED COLOR TO BE APP OIL•6• eXPosuRE �;•l' )[i/.:.'�''..u..f.,, etn rr•• r�:1:a1:Yr' RGMHECT.�CQRNNERs APPROVED WOVEN. Y.µ .l •�1"".r,'�,'•,Lkry.;4:� �f��,.^T;r �� �l..l.t+T 59 �. .?.. n:"�.'.�� h�ml.!'r� !(,1>,7.4r� +�P:S•jr:+y. - f p,y, -�+� '_{:,.. :Dry. i t y�Y� y1 ..;.I•r-,t r�_-'^-� :.'il :�.i .:_L. r A r;,J.��,+�.. ran .� frl•�'�t1.,1X.riS��:.`'i/1'.�'r�•r<�-4 ry .i`r' UH 4'- 4,Y'T,..~1 YJ-^�(Jt r�7.-=d �n , )i� /, �� rr�•�-r•�,,1., ��i- jL, :, � � w r.7'�`. �1}L.i :.a.�•7Jr% .�;11"T i-Ih-, i. :-M d.-::,ti rT{.I�K.,,1,.1-: J T .rY,.-1, L yyl. ila<P �?_' Im lrnVs,MoeT n9a ------------------------- ---- r ---------------- - ------------------ h SJ�C O�O�y� ED AR NEW EAST ELEVATION SCALE:1/4•=1'-O y N, A E�+I o .sln 9Ln 1:vlie -^ N 6522. r � am BOSTON. N~ lv MA Jy 4-1���t TN of MPSSPC, PROJECT NUMEER SLH-CCTAGE WOVEN SLAIGL B RIB CAPS•TYP. OFAV,M GY:OJO.DN,GM ,DP 6 R Xptf-Nd I ROOF rvL4TR IGTIOLk • BLW 1-11-1 - / ' WESTERLY RFL CEDAR T/OCJL BUTT ROOF SCALE:AS NOTED BHMGL.EB PERFECTION GRADE,01 BLUE LABEL OVER'CEDAR SAVER'OVER SOU ROOF FELT OVER 6/S•COX PLYWOOD- DATE:OCTOEER 7,2009 CO A.T ,yreri.; N MKXIS RIDGE VENT w/WOVEN 9HMGLE RIDGE CAPS TYP.WOVEN SHMGL F- HIPS AND VALLEYS TYP. {.fh 63 AFL AL ObTAL.31 WNDOWS y µ+.;��{ '}'�y;i-1.•. ��� �'" ' '1LIJ 1.1 5'(...L .11 Y-Y"� •J7jl T. ^•` !DOORS(1'AP/TED WHL7'E) ��.��" ��� t:j 1( ,r'`I ! L x�•-f' WHITE CEDAR SOMWALL SITYI6LES,R-R. MED'm .j•'7• f'1� •}" '•1` "I` {• '• '1�1 Y; 1'-1`f 1 , , TA COLORLEACliP1G C•6 %P EOSURC FMAL COUR3PM0 O BE APPROVED BY o T'j_ 1 I �:], h'j.mi�' '•f, �`;r} ';^(�I J 1 L._ t 5. ARCHITECT. ALL CORNERS TO BE WOVEN. r 17LE3721 . WOOD SECTIOMAL DOOR' ' h J ^ti:.' S i BY DESIGMER DOOR OR APPROVPa;� il,. .I EQUAN_SUBMIT PULL SHOP4-46mRM LU _— •_ - -- -- -- r �I! -_-__—-—___—_—_—_—____- TO FABRICATION. FOR APPROVAL PRIOR # _____________.___ _—_—_---—-.--_____—-—. TO FABRICATlOi1 ; G4 5: SCRF.FJ•I PORCH TRw TO BE CQrG TED OF AZEK TRIM C MP ENTS•WE TRAM DETAILS A2102 NEW WEST ELEVATION SCALE:1/a•mt' 2 TOP OF I LYWOOD RIDGE - HIGH . ------- ---------------------------------------------------------------- r� r ------------------------------- --- ---'----- C TTA- ---------------------- TOP OF PLYWOOD RIDGE-_LO�J/ ` WOVEN SHINGLE RIDC�GAPS,TYP. ELEV= 16'-11-1/8' - - �/ RENOVATION' __ 2Y0CAL ROOF CONSTRUCTION ..: ..•',��+, WESTERN RED CEDAR THICK elrrT ROOF i YASMINEREAL- T SHINGLES PERFECTION GRADE,tt1 BLUE i LABEL OVER'CEDAR SAVER'OVER 90u 253;SEAPUI7'RIVER RD ROOF FELT OVER 6/6'CDX PLYWOOD- CONTINUOUS RIDGE VENT W/)WOVEN SHINGLE RIDGE CAPS TYP.WOVEN SHINGLE rc� - COUGHR TY HIPS AND VALLEYS.TYP.LG r h c DORMER$ TYPICAL ATTIC INSULATION: 12-(R-96)KFF r -. i (� co ' FIBERGLASS AT FLAT CEWNGS INSTALL VENT BAFFLES AT THE INTERSECTION OF �' f 1`d•-TYP. RAFTERS TO PROVIDE AIRFLOW TO THE s y: EAVE VENTS.TYP. !s • - CUSTOM PROFILE A2:FJc EAVE TRIM TYPICAL GENERAL NOTES: (PAINTED WHITE)-SEE ROOF PLAN R DETAILS-TYP. N _ T.O.W. - EXIST ELEV= XX.XX' -- ----------------'------------- — M_ k " :. yM��,.• ,e 3 s� a....ae..e......,n,b••..m.•_..wm TYPICAL CEILING:1/2'BLUEBOARD ON 17,9 3, STRAPPING o 16'O.G.W/VENEER PLASTER. Nt0 O 2 COAT SYSYEM io w ' TYPICAL WALL CONSTRUCTION:STAINNED WHITE CEDAR SHINGLES R H R 6'+- 'p EXPOSURE OVER 46'FELT.1/2'CDX a PLYWOOD SHEATHING.EXISTING 2.4 STUDS e 16.O.C,R-49 KF.FIBERGLASS NBULATION, 1/2'SLUEBOARD W/VENEER PLASTER.2 COAT SYSTEM PQ�G .r ✓O`o 1� TOP OF FINISHFIRST FLOOR h TOP OF PORCH SUBfLO� EXISTING CONCRETE FOUNDATION TO ELF -D-6" REMAIN 7x EKED ARCl BUILDING SECTION SCALE:12'=1'_a 1 N1 Nlcy `d.�'v 'r i�0 RE+DE& 7 M9tr 5� � -————————— TYPICAL ROOF CONSTRUCTIOM .6522, ROUGH TRAY WESTERN RFC CEDAR THKX BUTT ROOF �O STaZN, SHI CA EB PERFECTION GRADE,a1 BLUE 22W CLG WEIGHT LABEL OVER'GFDAR SAVER'OVER ZOO L 6ry e DORMERS ROOF FELT OVER 6/8'COX PLYWOOD- i �� CONTINUOUS RIDGE VENT W/WOVEN SHINGLE RIDGE CAPS TYP.,WOVEN SHINGLE HIPS AND VALLEYS,TYP. OF.m�Y %'-TYP. 6 SLOPE 1/4•PER FT. ---� �`/ CUSTOM PROFLL.E AZEK EAVE TRIM TYPICAL DETAILS- 4IT )TYP. -SEE ROOF PLAN I ' PFOJEOT NLWEER SLH-COTTAGE JQ PROVIDE W BEAD BOARD ' �' DRAWN Sv:OJO.ON.GM �e CLG WITH BACK BAND FULL +Pt PERJPIETER SCALE:AS NOTED • Q u� TYPICAL CEWNG:1/2'BLUEJ30AR0 ON 1X7 y TYPICAL WALL CONSTRUCTION STAINED STRAPPING a 16'O.C.W/VENEER PLASTER, DATE:OCTOBER 7,2070 WHITE CEDAR SHINGLES R K R,6'•- 2 COAT SYSTEM. r EXPOSURE OVER 16'FELT.1/2'CDX y PLYWOOD SHEATHING,EXISTING 2.4 STUDS 0/6'O.C,R-49 K.P. IO FIBERGLASS INSULATN, 1/2-BLUEBOARD W/VENEER PLASTER,2 E ' ^ COAT SYSTEM m MAMTNG CONCRETE - FOUNDATION TO REMAIN 4'PE DECK PROVIDE CONTIMIOUS INSECT SCREEN BELOW EXIST.FISW FLOOR LEVEL NEVU-.BUILDINGS CTIONS= 1.. i AIRSPACE NEW FROST WALL CONCRETE FOUNDATION - • SEE FOUNDATION PLAN d DETAILS FOR OIME24SIONS E REINFORCEMENT A3 - 1 BUILDING SECTION SCALE:12'_1 2 COTTAGE RENOVATION �XASNIINEREALTN �' - '��� - 253'.SEA.PUIT;RNER:RD � _ OSTEFVI�LE fv1A a.;' GENERAL NOTES: 2 I I I I O I l ; ; I --------- --------- t -------- ------- I I I I I I j ED A I II I I I I I I l I I I I I I �t1N�C�B�S IF�J. I I I I I I R I I I I I 1 I I I I I 1 2M �I� 9F I I I t I I Q0 6522.'R' y PgWECT NIRNEER SUi-CCT AGE f DRAWN S':Q10,M.GM SCALP:AS NOTED DATE:CCTCSEP 7.2009 EXISTING FIRST�FLOOR PLAN EX1 . 1 EXISTING FIRST FLOOR PLAN SCALE:1/4' 7 COTTAGE...•..`.:, .. , RE.NO�/ATION YASIv11NE REALTY 253:SEAPUITfRIVERRD �� OSTERVILLE MA GENERAL NOTES: G' FO' o \5�c olo� ----------, r----------, r----------, I I I I I I I I� '• I I I I I I I I I I i I N C I I I I I I (yj +�iEl J, I i I I 1 I to .GAA G2666 sm M O.6022. 11 26 I I I I I I 0 . BOSTON, to 3 MA Jy rH OF / PROJECT NUMEER SUM-COTTAGE DRAWN 6v:OJO,ON.GM \� SCALE:AS NOTED DATE:OCT08ER 7,20W WED \ I I TITLE t EXISTING ROOF�PLAN > � s EX1 . 2 EXISTING ROOF PLAN SCALE:,/4•m,• y - COTTAGE `` Y Y� RENOVATION ' YASNIINE BEAG�TY ." 25$SEAPUITRIyER RD r _ OSTERVILLE MAC s m GENERAL NOTES: . -77t7 MTV M-1 Mrrmi-p I i P� to Q R34 wnov 5J�,p� ,j S�ERED ARC, EXISTING NORTH ELEVATION SCALE:1/4•oi'-a CIYO CH RE+DE O t^ o. 6622.T c/) ' �OSTON. }' s{� o0*zz w MA J� 2�qC TH OF MPSS�`� C • / 1\ PROJECT NUMBER SUi-COTTAGE DRAWN 6M OJO.ON.GM — r Flf.1�1R,1� SCALE:AS NOTED DATE:OGTGBER T,2000 0 i TtTLE �t EXISTINGELEVATIONSk s4 + EX2 . 11EXISTING SOUTH ELEVATION SCALE:1l4'oT� y � F _ COTTAGE . � h ;,; • • RENOVATION �- YASNIINE-REALTY � 253jSEAPUIT RNER RD.'� VI • � OSTERVILIEMA �<; '� --= Y T1• .� • }. iR of 0.Yn�100 la➢OC - i } F j. y GENERAL NOTES: 0 o.m..•e.•...w..m cam,.»,.ea ooHH1ao : „0\ ERED q EXISTING EAST ELEVATION SCALE:1/4•=I'-O• 1 NIC RE+� NC1� en.oceff zO�},STQ N. 0 " MA Lj CE€E:PS�'r PROJECT NUMEER SLH-COTTAGE DRAWN SY:OJO•ON.GM TIPLY��00.L.n — SCALE:AS NOTED DATE:OCTCBER 7.2009 O TITLE r ' � - — IXISTINGELEVATIONS -� my w Rest Ram+ •.. - 1 Y oEv-aLv EX2 . 2 EXISTING WEST ELEVATION SCALE:t/4•�,'� 2 TOP OF PLYWOOD RIDGE__HIGH ___ CQTTA(aE • `, -17' 9- 7/8" .--__________________________________________________= RENOVATION TOP OF PLYWOOD RIDGE _ LOWJ' ELEV= 16—1 1-1/8` —— — YASNIINE REALTY 253:,SEAPUR.RIVER.RD n OSTERVILLE.141A ' -Ico r1T c zz Mai GENERAL NOTES: n — T.O. - EXIST --- -/-----------------\ ELEV= XX.XX' „• • ,� Nc0 v N zo 1-0 h F PORCH SUBFLOOROPOT t �;' "\�`` i�c'Fc4yi ` .•� �/\/'c \/�� . -—- --L7. \S�ERED AR�7y EXISTING BUILDING SECTION SCALE:V2- 1 NI 0! I URE+DESIGhD TOP OF PLYWOOD RIDGE - HIGH O .---------------------------------- _ ----------------------------------- 'NA, '6522.T -------------------------- -- - - ----------------------------------- h TOP OF PLYWOOD RIDGE - LOWJ" /�\ F 5240 BO S'TO N, ELEV= W-11-1/8' ---- ETA OF � CO / PROJECT NUMBER SLH-COTTAGE \ DSAWN By;OJO,DN'•CM Ln \� SCALE:AS NOTED T.O.W. - EXIST OIL ELEV= XX.XX' DATE:OCTOBER 7,2CO9 Nc0 1p I ep — TITLE DCISTING BUILDING SEOTIONS.,;, TOP OF FINISH FIRST FLOOR To EX3 . 1 EXISTING BUILDING SECTION SCALE:1/2'-T-O' 2 COTTAGE +r o r 6 1B•-ZyZ-Yam. ,.-V RE:NOVQTION NEW 4'CONC.F/ HAUIjCI-E sLAe YASMINE REALTY PROVIDE t AT EDGES. % PRovoE t2) FF�DED 253 SEAPUIT RIVER RD I a DOWELS WHERE HAUNCH OSTERVILLE MA f MEETS EXIST.FCXJNDATION. a Q i I I ^ coarER HOLne DOWNS PROVIDE a SIMPSON EPDXY GROUT 6/8' f HDU8-SDS26.42'MAX ANCHOR BOLTS 4 FROM CORNERS- WITH 6'EMBEDMENT F. INTO EXISTING CONC. NEW PAD GENERAL NOTES: TYP. FOUNDATION-TYP. / O TER THECENTER EPDXY GROUT 5/8' EPDXY GROUT 5/8• LINE OF THE EXISTING SLAB ON =�.m.tl^'•..,.+ ••. ANCHOR BOLTS ANCHOR BOLTS I MDDLE GARAGE GRADE TO REMAIN WITH 6'EMBEDMENT WITH 6'EMBEDMENT DOOR-V1F. INTO FATNG CONG INTO EXISTING CONC. FOUNDATIOIO F -TYP.N OlP1DAT10H-TYP. I i p EXISTING sLAB On > GRAI TO REMAIN 0 � 1 9 I � j ?m z EXISTING SLAB ON �o 1. GRADE TO REMA94 4 � . I ram• •10'-eYi d 8' HIGH DENSITY R30 K.F. �'(N OF MqS F INSULATION -, 3/4' TI1G PLYWOOD SUBFLOOR e 2 yG I 1 O SCREWED AND GLUED ERIC J. N _- 2X6 UNTREATED SECOND z CEDERHOLM tn - L 9 PLATE O STRUCTURAL 1 new ao•,ao•.u• LAEFF A CH ARCHITECTURE CONCRETE ROOTING PRESSURE TREATED 2X6 a No. 38962 ARCHITECTURE+DESIGN CUT"TO EXISTING PLATE OVER SILL SEALER CONCRETE FLOOR O iQ 812 Maly,SI,eGt SLAB. 'P C(� OSI�11a.MA 02656 SCREENED PORCH SUBFLOOR _ DiC� T 506<202240 ? ELEV= -0'-6 - - IT 3 NA N �c�j v 50e a20 a<o Q TOP OF ALL _ 7Lo ELEV.= -0•-9-3 4 24'-0y2-V1F. 2X10 16' O.G. EPDXY GROUT 5/8'ANCHOR BOLTS FPROVIDE 1..10 P.T.LEDGER = GRADE �WITH 6•EMBEDMEnr TOP OF SHELF - #30 FELT PAPER OR INTO EX44T1HG COHC. BOLT TO FOUNDATION 12' - — -— O,O ELEV= -i'-5-i/2 yS EQUIVALENT MOISTURE BARRIOR. FOLIIDAT70f, TYP /' _ INSIDE FACE OF LEDGE As llma,,en•PROVIDE »i, \, k I I So 2X4 P.T. BEARING PLATE a I I (3) #5 BARS CONTIN. eP o HDUO-8DS3.S.12•MAX, 4 II CONTIN. FASTEN WITH I I I I FROM CORNERS- TOP I I TYR6/8' D1A. X 18' ANCHOR POWDER ACTUATED PROJECT NWEER SLH-COT AGC I I 1 CONCRETE NAILS ® 32' I Q I BOLTS SPACED ® 6'-0' O.C. O.G. MAX. EXTENDING FROM THE DRnvsNSY:000.D"Gm I I I a SILL PLATE DOWN TO AND of I S d I ENGAGING THE HORIZ. jN ` �; SCALE:AS NOTED I 0 I WALL STEEL 10 I 40• a• �d 1 #5 VERTICAL DOWELS II DATE:OCTOSER 7.20W 1 I F U I I fnf nu -- -- I L-' - -- --- 1 4*5 HORIZONTAL BARS ul I I ® 14' O.C. CONTINUOUS v I I'II 2 Q � IIII Mt -7' 7' In;v f1) #5 ® BOTTOM TITLE TOP OF FOOTING S CONT. KEYWAY #5 VERTICAL BARS n b a ® 18' O.C. CONTINUOUS .P _ 12'X24' STRIP FOOTING W/ (3)- #5 BARS CONT. 3' NOTE PROVIDE ALL HORQOHTAL WALL BAR$w/W/28•X 2N MEDICATED CORNER BARB Rl„BACK ALONG WALL BARB AtYD l.?P W IN BACH Da2ECTIDN . 1 NEW FOUNDATION PLAN SCALE:"''-' 1 NEW FROST WALL DETAIL SCALE:1-lZ 2 HEADER AND BEAM SCHEDULEcD COTTAGE HARK $12E MARK $12E RENOVATION L-1 (' (2) 2x6 W/ I/2'C➢X PL. L-II " (3) 2 �• 6 L-3'-? (2) 2,10 W/ 1/2'CDX PL. L-12'-" (3) 2 x. 8 l-3A (l) 2x12 71 2 T 10 L-4 c3' (2) 2,12 W/ 1/2'CDX FL. L-14`3) i3? 2 x 12 YAS E REALTY 253.SEAPUFf.RNER RD - L-5 (3' (2) ]J`,' x 9.5" LVL L-15 '3' r3i ] 3/4' x 9 1/2' LVL •OSTERVILLE;fv1A -6 11.875' LVL L-Ib `3' (3) ) 3/4' r 11 7/8' LVL L-7 (1) 1.75' x 14' LVL L-17 "' <3) 1 3/4' x 14' LVL L-8 r0' (2) 1.75' •. 14' LVL L-9 (1) 1.75' X 14' 1.55E TIMBEPSIPAND LSL ' L-10 (1) 1.25' X 14' TIMBEP.SIPAND LSL RIM ` L-13 STANDARD HEADERS: (3) 2-/10' W/ 1/2' CD>. L-22 (1, 1.75' . 11.875' 1.55E TIMRCRSTRAND LSL L-23 3.5' X 7.5' 1.55E TJ-W TIMBCP.STP.AND LSL L-24 3.5' ): 14' 2.0E PARALLAM PSL L-25 3.5' X 9.5" 1.55E TIMBERSTRAND LSL GENERAL NOTES: L-E6 35' X. 11.875' 1.55E TJ-W TIMEERSIRAND LSL °,,,•• „•� •�, L-27 5.25' X 9.5' 2.0E PAPALLAM PSL ° °�•a •....° L-28 5.25' X 11.875' 2.0E PAPALLAM PSL L-29 5.25' X 14' 2.0E PAPALLAH P$L EXISTING ROOF FRAMIN6 TO REMAIN-GC.TO VERIFY ° °...+..°,r•.w.r�...w..e L-20 12) 1,75' x 11.87 ' 1.55E TJ-W TIMRERSTRAN➢ LSL 2X8 L-31 (3) 1.25' 11.875' 1.3E TJ-W RIMBOARD LSL 2X8.46'0.C. „ L-32 C2) 1.75' i. 11.875' 2.0E P.I. PARALLAM °• b.,........e...°.n�.°. TIMBERSTRAND LSL NOTES+ 2%8 0 16'O.0 - w....,,...,,w,..e,»»e�..,a•,.o>.e.,, 1. SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE. I yl I I I I 1 _ _ -21 2. NAIL EACH PLY OF MULTIPLE MEMBER HEADER'- 'W/ (2) ROWS - -- - `- -- _ - TI -' -- -- -- - _ -' - -- -- - -- `-_ _ - - - -- - -- 12N NAILS @ 12' D.C. U.N.O. I I I I LI I I I 1 I I II b> 3. NAIL EACH PLY OF MULTIPLE MEMBER HEADERS. W/ (3) ROWS I ICI 1 I I I I ) I I \I 111 11 • 12.1 NAILS @ 12' D.C. U.N.O. ) J--}--L-1-)--1 I 11 11 1 1 I I 1 4, GLUE & HAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (4) ROWS I I I I I 1 I I 1 1 I I INU. C� I:d NAILS @ 12' D.C. U.N.O. > I I 5. BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER I I 1 1 I I II I 1 MANUFACTURERS REQUIREMENTS. U.N.D. 6. PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE HEADERS Hpb'PL THE CONTRACTOR SHALL SUBMIT °I GIJED & SEALED NEW RF ATERS SHOP DRAWINGS TO THE S.C.R, FOR APPROVAL PRIOR TO FABRICATION. 7B'. »2 KO 7. PI VIDE I/ ' PLYWOOD SHIM B'TWN EA. PLY OF 2x HEADERS SPF N2'ac I I I I P (EXCEPT @ CXTEP.1pR BALCON'! REAM$?. MATCH DEPTH OF HEADER. W/SIMPSOn H2.6 CUPS 8. ONE PIECE PARALLAM (PSL) RCAt4S OF EOUAI- WIDTH MAY BE CATRT.A SUBSTITUTED FOR MULTIPLE LVL BEAMS. .n,RCAL 9. ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 53 i.4 SEE STRUCTURAL NOTE SD. 0.S.9.6 LSL - HEADER 1 J I I�i•, 1 . I j \ - WALL SHEATHING SCHEDULE 1 J SHEATHING NAILING REQUIREMENTS REMARK I I _-__ __ - EXTERIOR WALLS 1 I r 1 I 112' APA Bd COMMON NAILS - 6' o.c. EDGES AND 1 C DX PLY 12' o.c. INTERMEDIATE. BLOCK ALL JOINTS ALL JOINTS BLOCKED INTERIUR BEARING WALLS 2.6•RAFTERS•20'O.C.W/COLLAR TIES 1/2' GYP, 6d x 1-7/8' COOLER. NAILS - 4' D.C. MAX @ 1ST FLOOR ONLY 1 I 1 II t/,'.� I I JII II J1I II 1II 1I NICH:OLA EF F EACH SID JI M I ARCHITECTU RE+DESIGN 1/2' G'(P. 6d x 1-7/8' COOLER NAILS -7' O.C. MAX OR ALL FLOORS ABOVE I osoez' °zesEACH SIDE ND. x 1-1/4 TAPERED SCREWS @ 12' D.C. FIRST KOF 812 Main Sr, S 61 so98 Cl JACK SCHEDULE (EXTERIOR BEARING WALLS) _ O� ERIC J. �G OPENING ROOF ABOVE RDOF & 1 FLP ROOF & 2 FLRS CEDERHOLM ❑1 uP TO 3'-0 J & 1 1: 1 J 1. i K O STRUCTURAL 3'-0" 10 6'-0' I J & I K 2 J & 1 K 2 J & I K E- 2.0 RAFTERS•20'O.C.W/COLLARE TIES V 1 6-0' T09'-U' 2J ? 2K 2 1 & 2K 2 J & 2K 1 No. 3896 co JACK SCHEDULE (INTERIOR BEARING WALLS) - C1 - STANDARD WINDOW DOOR p HEAncog OPENING I FLOOR ABOVE 2 FLOORS ABOVE ) 1 (M-2-.10'W/4/2'COX OR ���•lc UP TO 3'-0' 1 J & 1 K I J & I K •ISSE TJ ,O TIMBERSTRAMD LSL W/ TO 6'-0' I J & 1 K 2 J & I K I - lk - SINGLE JACKS ADD DOUBLE J & 2 Y. KMG sT1JDs RY'PK.AL WHERE J=JACK Ul•IDER HEADER 'o-I UNLESS OTHERWISE NOTED) + p✓ PROJECT NUMC¢iL SLH-CDfTPAE K.=KING STUD ALONGSIDE OF JACK i S WI I 0'DORMER 1,WDOW HEADERS'NOTES; DFwwN 6Y:OJO,MGM NOTEl-2'.1 W/1/1'COX OR W/ 1. ALL JACK'S & K114GS ARE ASSUMED TO BE 2r4 SPF-tt2 SIN6LE JACKS AND DOUBLE GRADE OR BETTER. I KING STIRS 2, ALL JACKS & KINGS TO BE NAILED w/ 16d NAILS @ 8'O.C. SCALE:AS NOTED • I I I COLUMN SCHEDULE new -I S TAPS a2 KD DATE:OCTOBEF 7,ZOOD I I SPF W-..2'ac W/SIMPSOM H25 CLIPS•CATH.TALI-S, MARK SIZE MARK. SIZE I I TYPICAL. Cl 4X6 P.I. POST CIA 6X6 POST DOUG-FIR 1 p 1 1 C2 (2) 2X6 C2A 1(2) 2X4 - - C (3) 2X6 C3A (3) 2X4 C4 CORNER. PILASTER: 3/ 2'x6' KING STUDS SET IN WALL CONSTRUCTION - ------ C4A COP14EP PILASTER: 3/ 2•x4' KING STUDS SET IN WALL CONSTRUCTION C7t8i HSS 3'X.3'X3/16" SO. TUBC COLUMN (12'-0, MAX, HEIGHT.) FY=46 K.S.I. STANDARD WINDOW nnnv HF D C8t ' HSS 4':•4'x1/4' SQUARE TUBE COLUMN(12'-O' MAX. HEIGHT) Fy=46KSI (2)-7.10'W/i/2'CDX 0 OR-.9.5• 4ASE TJ C9 HSS 3'X4'XI/4' RECTANGULAR, COLUMN(12�-O- MAX. HEIGHT) Fy=46KSI TIMBERSTRAND LSL � TITLE.?. CIO HSS 5'>5'x3/8' RECTANGULAR COLUMN(12'-O"MAX. HEIGHT)Fy=46KSI DOUBLE KING STUD JACXS S / IIIII NEW ROOF FAAMING,PLAN W2" 3.5' X 3.5• 1.8E PARALLAM PSL COLUMN (TYPICAL UnL E-S3 OTHERWISE NOTED) ... ' CI3 3.5 X 5.25' 1 PE PARALLAM PSL COLUMN Y C14 5.25' X 5.25' 1.8E PARALLAM PSL COLUMN C15 IS 2'X6'XI/4' C17 3-1/2' DIA. CONC. FILLED STEEL TUBE COLUMN PROVIDE SIMPSON -PROVIDE slMPson C20 1.75'X5.5' 71M8ERSTkA1JD TSL KING STUDS ECC66LL POST CAP AT ECC66LR POST EXTERIOR HC AORNER. aCR PNRn m Ala CAP AT EXTERIOR ■ 1. ALL COLUMNS ARE 70 BE SPF STUD GRADE OR BETTER U.N.O. PORCH CEMIER see--�-4 CAPSCR AT PORCH 2. All BUILT UP COLUMNS TO BE TO %M A513. 3. 9 8' O.C. Wh7.17 W/4/2'COX CORD' 3. STEEL COLUMNS 70 BE MANUF. TO AS7).f A5t 3. 4. PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS®70P & BOTTOM. Sl 5. PROVIDE 3/8"X5'X5 TOP & BOTTOM PLATES. WELD ALL CONNECTIONS NEW ROOF FRAMING PLAN SOALE:174•='V-D• 1 - � � \�� v\ �� O !,. �Y . i MAIN HOUSE RENOVATION SMOKE DETECTORS REVIEWED YASMINE REALTY 253 SEAPUIT RIVER RD. OSTERVILLE, MA A J E BUILL NG DEPT. DATE FIRE DEPARTMENT DATE t BOTH SIGNATURES ARE REQUIRED FOR PERMITTING J—HR KE DETECTORS REVIEWS® _ o jzZlie ® - - g UILDIN EPT. DATE `` w -- _ FIRE DEPDATE ARTMENT BOTH SIGNATURES ARE REQUIRED FOR PERMITTING x ®a as r-: ISSUED FOR PERMIT 13 SEPTEMBER, 2010 ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST �. OWNER wn_e�mnRuavnnx.w� YASMINEFEALTY - A.. 253 SEARlff RNE3i RD a Rwououroxvwi ocr.aa _ OS7ERVILLE.MA ova nnw�.oi+wan vx i ..nLL D. XO>ffCna9 SI VIL ewnaumirnwn m aw .... a ...r -.dt . sc'wL e�warrve eua�au¢e ncwmm vx rux •• �aorRw lm usboo+o: l NORMS 61ACEf IwMVNLne �� L MYNM1R9�0'WI rMv —,y;,.r014WW6a•..--4'..:'-ti` STRUCTURAL ENGINEER cwwawwro�eun nevwmnmaeemxo `Nicholaeff Architecture + Design 812 Main Street m Osterville,MA 02655 T 508 420 5298 F 508 420 2240 nicholaeff.com 9. m ` -ter m r C___7 wn..o:m.. 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NOTE: CONTRACTOR TO INSPECT CONDITION OF EXISTING ROOF FRAMING AND DETERMINE IF IT NEEDS TO BE REPLACED IN ITS ENTIRETY. CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER IF ANY STRUCTURAL DAMAGE OR ROT IS ENCOUNTERED. RED qR ROOF DEMOLITION PLAN (VIPLIN HOUSE G NIC DEMOLITION TITLE GENERAL NOTES: ARCHITECTURE+DESIGN ROOF RESIDENCE- oLmoNP PLAN O e,a mwn�Rn oRnwu er:as ao.w " ° 6622." N �c. 263 SEAPUIT RNER RD.'. - IVO. •*11� ` .�� �...,,.._,o am� srxE:AS NOTeo OSTERLLE MA.: BO STO N, VI C� 0 . �p MA co QFG3'� ,.�, Dare.a sePrF aaeR ano - �9�TH OF A ' ev3'e e•a% 1 -- _ ------- ------ ------ _+--- ••_ oFE Se• 1 0t Y GMWL BVAG! 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PERPECTOII GRl OE',M BLJE _ LABEL OVER•CF�M SAVER'OVER JOe . _----� — ------------------- ---------------- ROOF FELT OVER 5/S'CD%PLYWOOD- OCHRn OR{ COt1t9WQl9 ROGAFS nl1V/WOVEn 81iP+GLE RODE CAPS P_WOVEII 9HO+GLE HPH 4XD VALLHYS,TYP. wuTr-noimam ceo acrwo4cED we sa.�Imanrm oven vv/Pr.M —raPeReo TOIL BOARD r AnuoRT � PeR wqe eurALunon tmanAPa.oR 4RLM,EGT AP40VE0 EOUALI nP+CAL CATI wSULA A w-SO) FBERGLA88 PL4TALL VB)I BAFFLE.AT AT TI@ nTEReECTC11 OP RAPTP3t8 TO PROVOH ARFL041 TO THB EAVB VFMA nv. --o-- —_— —___—.--- —.—.—___--__—.--- —_ _ _ _ _ IPAPDEO W,aYBi-SPJy ROOPPW,IOETAlB M, _ — — ._-__---_—_ ____--_—.---.—.—_—_______--___-___ FELLA 4RONIECT BERGS CLInMU+O.AD VFOOVS•ODDRS OR APPROVED ema.L• � � �.+LTPAOR VIIDOV9 AIO DOORS TO MARS Bl.•..OF6 COOS DlDAR RE30TN10E aE01lRe�nTH-M.D:OLoa: Aw ��n• TYRC-0L WALL GOf18TRUCTIOM:.—M WHITE CEDAR S1N16LE8 R l R B'•- E%POSlRO OVER m'PELT.1/2'C'D% PLYWOOD SMEATIUK:E%14TW6 LD HTP9 _—_—_—_—_—_—_—_---_ •IB'O.C-R.2,K.P GLASS w.ULATEm 1/r SLUESOARD W/VE'IIHFR PLASTER 2 AT HYH -----'----- nP,ru.cEu1a yr eweeoARc an w 2—AT 21G•m3.1 m'O V/VENEER PLAHre0. a 2 coot Nr. . movoE B•ura•A�=^ BATT 2181LAT,D11. . s ; �Z cwroH ca+Po.rre coI3Ba1 •b'TJ m PLoaR.gDT9•m•oIL Tl rD2 PLYWOOD OECC 01�aY0 MA239,9' unPACED Ban xu<non m BTaanPwB D•COAT Br �ARD V/VEMPP0.PueTER - . 2aW FLOOR.1pt1T9•c16.OG La•T.O vLwaoD u+o�mmi�r 4�uD c�F.IDxvaA�n .j —9 —!—-—-—-—-—-—-—-—-—-—-—- j NEW BUILDING SECTION SCALE:1YA•-+� 1 WOVEI',BNWGLE RIDGE CAPA TTP. ---------------------------------- --- nPKAL ROOF CAMSreUCTOM: WBeTERIY RED CEDAR TWC[DUTY ROOK HM'KaLEB PERFECTION GRADE F BLU. 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L ;:•+ E%18T FOUNDATON TO REMA•1 :I 7 NEW BUILDING SECTION scALE:+ro•-+•� 2 DER RC/ l GENERAL NOTES: NICHOLAEFF PRo EDT SLNaxAw NarsE RsvGONs TIT E ARCHITECTURE+DESIGN NEW SECTIONS WAIN ESIDEOCEE MICA/ F�, _ B�� DMWN BY:CAt OA.D �BD.2DD2nD . 253 SEAPUI, .. RD.,. to A�\' ..�.--••••_••••_�••� v m.B2a�w scALe:AS NOTED OSTERVILLE;MA' p 6 No.6622.Tl�' '"oF {— 'ij11 GATE:,95EPIEMBER 20,0 BOSTO N. p Mq A3 . 1 v F�f Ty p F NtPSSF`� / /✓/ 1e�11(ys er-fyj • ------------------- ------------ __-- ___---____ �� ---------- 9 ------------------------------ F+ aXLTYAmFF 1 a LA DORY CRAW ACB I I - ®� 1 -- _ o CaA�AC$ lt1rG RA O A�2 o b M� tO[ aT® • tot ...-..___�_-.._..._�..___.__._...-.____.._-....... .._... • � T...c.. ' i t3t0 SYN. ,"OF y. ERIC...J tp CEDERhIOLM 1 1 O STRUCTURAL -sl No. 38962 SLAB W. �0- �. e.HA-�.•.n .a L.,..KOTTa a.�... e.e.eM.tAoe». ��� I H I IeW AR31XOA110M um L4A L _ I xnaeNeDa w a N _ _ O ______________J 1 Te M AymATON 1r-HyM -lye RENOVATED FOUNDATION PLAN SCAM,FA-•"° � e•wf 1 Il�baY R]O NP. .xe••,NTH HEADER AND BEAM SCHEDlAE11) B/r Tm PLYWaoR uePLaaa ' ecneW®Aro o1Jra NARK SIZE MARK SIZE ue 1lTfIMA- L-i To eke V/1/Z'CDX PL L-II 01 2+6 18 FTLGEEURG litadT®3M L-J (21 2+1➢V/1/2'CDY PL L-'2;:f3)2 x B ALTG OVGR GLL SGALEM L-7A <U 2x12 L-17 131 2 x to' L-a (2)2x12 V/I/2'CO%PL L-H 131 2+12 -BLy,•-0'.." � __ L-3 121 03'A 9.3'LVL L-IS t])1 3/A••9 1/2'LVL L-e 12>1.]S'+IIBIS'LVL L-Ifi 131 1]/A'x 11 T/B'LVL L-] 111 1.75-x 1A'LVL L-17 171 1 J/A'k 11'LVL '- L-8 12,1.73'+A.'LVL J�K b I aRMG a0p P6T PAPGa 0a L-9 111 1.75'K 11'I.93E TIHBCRSTRAND LA h>�a 910f -} •11T MOOMRa BMRYM L-10 11,125•K 11'iiMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE T• 1/T L Rb�- a�� L-13 STANDARD HEADER.,01 2'xiD'V/1/2'COX SHEATHING MAILING RCDUIREMEMTS REMARK IL tl esae GOMT%L. LAA PT.er3narla PLATO AIRSPACE L-22 tU 61!'+11.0)S'1.33E TWRC4S1RAM0 LTL CRUMN SCHEDULE *® F.aMn PAaTv1•n1Tt L-23 WT T5'15%TJ-V TIMBERSIRIIHO Lri EXTERIOR WALLS /Y 01).X b•AM01pft PYJMOER A<TWTPD L-21 IA'2AE PARKLu1 PSL 1/2'APA fitl CfWON NAILS-6' EOrE$AND HNRC SIZE NNIK SIZE µT�pPgCEp.L'O DG dYraViTB NpL... .ar L-23 95'155E lU1BERSTiGN➢LSL CDY PLY >2'o.c.ILIERMED1alL BLOCK ALL HINTS ALL JOINTS BLOCKED CI 1Yfi P.T.POST CIA A%A POST WING-(0l Yi0T I.T� ELL MTB -7 ATO L-Z. IIS15.153C I—TIMBERSIRAND LSL ENTERIOR BEARDIO WALLS C2 121 2%fi C2a f2)2%A MALL a L-2] 9.$•24E PARALLAM PSL 1/2'GYP. fitl+1-]/B'COOLEA NAILS-A'BC MA% R 1ST FLOOR CMY L-2B X 9.5 2.CC PARALLAM PSL EACH SIDE C3 f]1 2%fi C7A 17)2%1 L-29 X 11'211E PARKLPM PSL CCORNER PILASTCR!]/2'e'%ING STUN.11 W VaLL1/2'GYP.fitl+I-T/B'COOLER NAILS-)'0.0 NA%OR ALL rIMRS ABOVE L-]0 3'+11.0]3'1.lSE TJ-V TIMBCRSTRAND LSL EACN SIO NB+1-1/1'TAPERED SCREWS a l2'QC. 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OPENING 1 Rmil ABOVE 2 FL®RS ABOVE 5.BOLT MULIIPLC LVL HEADERS FOR SIDE LORDED COLDITIONS PER [IS IS 2'%6'YI/A• C0119TRUGTIOH A9 V[BRMAL B4Ra MANUFACTURERS REQUIREMENTS.U.M UP TO)'-0' I J L I K I J L I N •b•OG COH1TrA1PL9 _-______ e.PRE-ENGINEERED COMONEwT HEADERS MAY BY SUBSTITUTED FOR THE UP T TO B'' 1 J L I K 2 J L 1 K CI] 7-I/2'OIA CONE.tILLCO STEEL TUBE COLUMN 6•GEOTECJI.MUST PROVOE 98 X OR BETTER ISM MATERI" COMPACTED I-D.L G P19PE;GTED •e HEADERS SHOWN. THE CONTRAEADR SHALL SUBMIT SIGNED l SEALED fi'-0'TO 9'-0' 2 J L 2 K 2 J l 2 K Cm I.TS•%SS'TIMBCRSTRANO 1SL XING STUDS PER A QUALIFIED TESCNMK:JW PRIOR TO POIIRBYG BLAB OM GRADE M.eTRy.POOTXIG SHOR.RAVINGS IO THE St.FOR APPROVAL PRIOR TO FABRICATION VHERE J•JACK UNDER HEADER ].PROVIDE 1/2'PLYWOOD SHIM B'TVN EA.PLY Or 2+HEADERS R•KING SN0 ALOwGSiDE CV JAG% I.ALL CGUU HMS ARE TO M ST4 S1Uo IRIADE OR BETTER U.N.O. T.aTEEL BEAM POCKETS(PROVOE 1/4'X 6'X e'STEEL PL\TES SET OI MON OF ST GROAT /I>r b BAaa tY3MT. (EXCEPT a C%iCRIRt BALCRN BEAMS).MATCH DEPTH Or HEADER. NOTE., L ALL BUILT UP COLUMNS TO BE MO YAM IN O 8.O.C. BED.SET BEAM POCKET E]SVATION AS REOIARED TO ALLOW FOR BOTTOM OF STEEL ®-k.•. B OME PIECE PARALLAM 12ri1 BCA+S IT COUAL VIDTH MAY BE I.ALL JACXS L KINGS ARE ASSUMCD 10 RE 2"SPF-K2 3.STEEL EDEMAS TO BE NAN'IT TO AST,A913. ELEVATIOI'L BEARPIG PLATE.AND GROUT BED' SU,,Mu"C FM MIA TIPL[LVL SCAMS. l'BAOC DR BETTER. 1 PROVIOE OPPI)SWG PAWS 9H.IPSCM LCEA PO51 CAPS O TOP a BOT1W. SARS ..,1.a 9.AL WOOD.CAMS EXPOSED TO VCAIIER SHALL BE PRESSURE TREATED. 2. CE JADE L KIwGS IO RE HAILED•/16e RAILS a.'OC. S PRONDE 3/B-xS-YS TOP a BOTTOM PLATES.KID ALL CONNECIIBAS 6A,LO yp Aly HO W�A 9DL OWM�EA�HZ T,p�D CORI'@R BARS Rll1 OAGK IIRAL NOTE 90. FOUNDATION DETAIL SEC SiRUCi 2 FOUNDATION NOTES BDALE:N.Y.S. 3 STANDARD STRUCTURAL CALLOUTS ^� TIriE NICHOLAEFF PKIDJem% ' FOUNOATON PLAN GENERAL NOTES: ARCHITECTURE+OESIGN MAIN kiOUSE _ 61]AANABbaa ORAWMBNQM-�� OC DB 242Mn02�9 T ➢ZZ. 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FIRST CIA CORNER PILASTER,]/2'•4•KING STUDS SET IN WALL f STRMTIOM ONA L-31 (3)1.23•,II.B75.13E Tl-W RIMBOARO LSL O L-32 (2>1.75E.11b)S'2.0E P.i.PARALLAM E7.v MSS]-%3'X]/16'S0.TUBE COLUMN(12'-0'MA%.HEIGHT.)fyvA6 X.S.H. L-]] W. 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OPENING 1 rLDOR ABDVE 2 fl®RS ABOVC 5.BERLI ILJLTITLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER Up TO],➢, 1 J L 1 N 1 J L 1 N GIS IS 2'X6'%1/1' MfWUFACTURERS RCOUIREKENIS.UNA. 6.PRE-ENGIIECRED[OHPOENT FEA➢CRS MAY BY SUBSTIIUTCD FOR THE 7_0'10 b'-0' 1 J L i K 2 J L I K r2*A ]-1/2'DIA CONC.FILLED STEEL TUBE COLUMN HEADERS SHOWN THE C@NTRMEADE SHALL SUBNI1 SIGNED L SEALED 6'-°'i0 9'-0' 2 J L 2 K 2 J L 2 N 1.75'X33'i1MBESTRAND TSL 1(iNG STUDS SEHopARDRAWINGS TD THE SLR.FOR APPROVAL PRIOR TD fABRICATIRR. VHERE hJK UNDER HEADER7.PROVIDE /2'PLYVOO➢SHIN S'TVN EA PLY OF 2+HEADERS —ING STUD ALONGSIDE OF JACK LLCOLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. tE%CEPT B E%TCRIOR BALCONY BEAMS).MATCH DEPTH Of HEADER. NAIES, LL BURL UP COLUMNSr0 BE NNLFD M11H 180 O B-OCB.ONE PIE[E PARALLAM U'SL)BEAMS DF COWAL WIDTH MAY BE I.ALL JACKS L KINGS ME ASSIRED TO BE 2,a SP[-•2 TEEL COLUMNS TO BE WANUf.iO ASM AS13.SUBSTITUTCD iW Ml0.1iPLE LVL BEAMS. GRADE OR RCTTEQ. RDNDC OPPp9NC PAWSSINPSONLCEaPOST CAPSOTDOA 801r01L 9 CE STALLmRUCTURAL IQTEBEANS �SD i0 VEA iHER SHALL BE PR[SSURC TRCATEO. 2.ALL JACKS L MIHGS TD B[NAILED•/16M NAILS a B'O.C. . RONIOC]/B-XS-KS-T p @ BOTIOW PLATES.vVE1D ALL CONN[CTN)NS STANDARD STRUCTURAL CALLOUTS 5cA<E"'°'"`° 2 t PCV19AN9 T(TLE NICHOLA.EFF PROJECT A 8LH61rNQRH10U5E T ST FLOOfl FRAMING PLAN GENERAL NOTES' ARCHITECTURE+DESIGN MAIN.HOUSE 8 2-SKMM� DRAWN BY:OME O.DV RESIDENCE <<' — —`..' T6D8 SD�BB ��((('•�; F 508 A20� SCALE A9 NOTED "253 SEAPUrr RN1ER RD ��C.: —Te)SEPTEAQ EFI 2010 OSTERVILLE, I I - I I I I Y) O O I ff IFt�II H1I fNtl I :_ - ..... Iw�,-.—...--•—._.:_..mow_:,_....__.._._..... ....:..._ -- ;° ... . 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L-12 (]>2,B L-]A (112.12 L-13 (3)2+10 L-, (2)2x12 V/1/2'CDX PL L-14 (]>2.12 L-5 121 1.15•.95'LVL 1-15 1 131 13/,'+9 1/2'LVL L-6 (2)L75-.IIH75-LVL L-16 (3)1 3/,'v 11 7/8'LVL �P ,,"OF 1y SS L-] (1)L75',1,'LVL L-I) IL 1 3/,',IA'LVL A L-B • (2)1.73•x 1V LVL L-9 111 1.15-X 14'1.5Y TIMBERSTRAND LA L-ID (1)125-X 14'TIMBERSTRANO LSL RIM WALL SHEATHING SCHEDULE L-13 STANDARD HEADERS:(])2',10-V/1/2'CDX L-22 (1)1.75•+IIJ)75'1.53E TINBERSTRAND La SHCATMING NAILING REWIRCMENTS ERIC J. ��� COLIDDd SCHEDULE L-23 35•X 7.5'13SE TJ-W TINBERSTRAMD LA EXTERIOR WALLS L-24 35'X 14'2.00 PARALLAM PSL 1/2-APA W COMMON NAILS-6'oL EDGES AND NARK S12E MAR% sa[ CEDERHOLM IT, L-23 3.5'%9.5'ISSE TIMBERSTMND LSL COX PLY 12'o.c INIERMEDIATC.BLOCK ALL JOINTS ALL JGIMTS BLOCK[D CI ,X6 P.1.POST CIA <%<POSI DWG-i1R - O STRUCTURAL --4 L-26 15'X ILB75'L55E TJ-W TIMBERSTRAND LSL DRTERIOR BEARING WALLS C2 (2)2%6 C2A f2)2%, .. (� ('/1 L"27 125•X 9.3.20E PARALLAI PSL 1/2'GYP. W,1-7/B'CGMCR NAILS-,•QC.MAX a 1ST BOOR ONLY 38962 L-2B 125'X ILB75.2AE PARALLAM PSL EACH SI C3 (3)2Y6 C]A <])2XL O• _ L-29 5.25•X Iv'ZEE PARALLAM PSL CA G�1ER PILAST[R�7/2'x6'KING STUDS SET IN WALL CONSTQUCIION L-l0 (2)L75'x IIH75'ISSE TJ-V TIMBERSIRAND LSL (/2'GYP.6tl+1-7/B'COBLER NAILS-7'QC...OR ALL FLOORS ABOVE L-31 121 L75'.ILB75'I55 TJ-V RIMBBARD LSL EACH SIDE +1-1/,'TAPERED SCREWS 2 12'OZ. FIRST CIA CORNER PILASTEM 3/2'.4•KING STUDS SET IN WALL CONSIRMIIG- ' 'V L-32 (2)1.75-+11H75.2AE P.T.PARALLAM C7'S'MSS 3'Y3'13/16'SO.TUBE CO—(12'-0'MA%.NEIGNTJ iY=46 K.S.I. O_V L-33 3.5-X 14•135E TIMBERSTRAND LSL JACK SCHEDULE(EXTERIOR BEARING WALLS) CB HSS 4'.4'.1/4•SCARE .K coL.N Ie--o-MAX.HEIGHT I FY•96K31 L7 N ONA G NOTES: OPENING ROOF ABOVE R®F L 1 FLR R0�t 2 FLRS C9 NSS 3'X4'XI/4'RECTANGULAR COL.MN(17'-0-NAK HEIGHT)F,:GSI , 1.SEE STRUCYURAL NOTES FOR REWIRED WOOD SPCCICS ARID GRADE. O 2.MAIL EACH PLY OF M IIPLC MEMBER HEADERS V/(2)REVS W TD]'-0. 1 J l I K 1 J L 1 K 1 J t i K CID MSS 3',3'x]/B'RECTANGULAR COLUMIR(1Y-0'YA%.ME101T)FY=A6KS1 12tl NAILS 2 12'QC.UNlS Y-0'TO 6'-0' I J L I K 2 J L I K 2 J L I K [12••3.5'%]S'IRE PARALLAM PSL[OLUNR 1 NAIL EACH PLY OF MULTIPLE MEMBER HEADERS V/131 RGVS 6-o-TD 9'-0' 2 J L 2 K 2 J L 2 K 2 J L 2 K 12tl NAILS 2 12'OE.U.MG. C13 3.5•X 925-%,BE PARALLAX PSL CDL A a,fl(£L NAIL EACH PLY GF MULTIPLE MEMBER HEADERS V/(,1 RGVS JACK SCHEDULE (INTERIOR BEARING WALLS)12 QC.-M.O. CIM 5.25'%125'I.BE PARALLAX PSL CWUMN 12tl NAILS 2 ' ABOVE 2 ROORS ABOVE 5.BWT MIATIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER Q'EN1NG 1 ROIR CIS TS 2'%6'XI/4' , MANUT'ACT11R[RS R[DUIREMENTS,UAG. W TD Y_D' I J L I K I J L I K 6.PRE-ENGINEERED[ONPOHENI HEADERS MAY BY SUDSTITUTED FDR THE 7'-D'10 6'-D' I J t I K 2 J L 1 K C17 3-1/2'DIA CDNC FILLED STECL TUBE COLUMN L NE ADERS SKOVN. THE CONTRACTOR SHALL SUBMIT SIGNED L SEALED 6'-0'10 9'-0' 2 J L 2 X 2 J t 2 K C20 I]S'%53'i1NBERSTRANp Ts KING SCUDS SRO+ORAVINGS TO THE SLR.FOR APPROVAL PRIOR TD FABRICATION. VHERC h CK UNDER HEADER ).PROVIDC 1/2•PLYVmD SHIN B'TVH EA.PLY OF 2+rEADERS K,KING STUD ALONGSIDE D'JACK 1.ALL COLUMNS ARE TO BE SPF SIUO GRADE DR BETTER U.M.O. (INCEPT 2 EXTERIOR BALCONY BEAMS).MATCH DEPTH D'HEADER. NOTES: ].ALL BULLT UP COWNNS TO BE MADE WTH 16M O B.O.L 8.ORE PICCE PARALLAX(PSL)BEAMS O1'CDun1 WIOTN MAY BE 1.ALL JACKS L KINGS ARE ASSUMED TO BE 2,A SPF-X2 J,STEEL COLtIYNS TO BE 4ANUF.TO ASAP A511. SUBSTITUTED FDR KLLTIPLC LVL BEANS. GRACE DR BETTER ..PRONDE OPPOSING PANS SWPSW LEE,POST CAPS O TOP A BDIIDU. 9.ALL WOOD BEAMS C%POSED 10 WEATHER SHALL BE PRESSURE TREATED. Z.ALL JACKS L KINGS TD BE NAILED•/16tl NAILS 2 B'OJ:. 5.PROHDE]/B-%5-%5-TOP A BOTTOM PLATES WEIR ALL COw1ECT(0(RS SEE STRUCTURAL NOTE SM STANDARD STRUCTURAL CALLOUTS B�:'/^'-''-� 2 RENOVATED SECOND FLOOR FRAMING PLAN BGLLE:IA•.T•-0' 1 NICHOLAEFF PRO.ECi•sLNSwWJHOUg PmWTR N5 '.Trhl.:....... .. .:'•r.�• GENERAL NOTES: ARCHITECTURE+DESIGN 2ND FLOOR MAIN HOUSE ' e1P mm6 DinwNl eY:aM.o.)D.w . RESIDENCE .r<<- —.�. .P..:p. de°a:� 253 SEAPUIT RIVER RD. I O DATE:1 SEPTEA(BER 2010 OSTERVILLE,PAA • - <. �[� ..e..:...�Mms. ' t< S1 . 2 -------- - - - ' ---------------- ------------------- it ------- --- T------------- — — =t. ---- - — — r r / i 1 ------ ,• W , I / - - -r - =- --- --------- ---- ----------- --------------- ---------- -- --------- ••� �. _________ �,• �� I II ®.'pm' `p6' •�% mod' ----------- ' i' „ , I• y, , I , i , 5 , Q r IEA. SCHEDULE(" RPOST9 FROM XKs PO Ts .I ------- MARK SIZE •__---- -- --------------- . L-I] ' (])2 M 10 L-IN (])2+12 H L-IS O)1 31C•9 I/2'LVL ` OF l-I6 ' (3)1 O/A'+11)/M'LVL ��S-c1 NBCRSTRMD LSL TRAND LSL RIM WALL SHEATHING SCHEDULE O G 2'CO% SIEAIXING I NALING OIIIREMEMS REwRK ERIC J. TIMBERSTRAND LSL C0.UNN SCHEDULE CEDERHOLM m 2'+ID'V/1 TIMBERSTRAND LSL E)ITERIOR WALLS AN PSL )/2'APA 6d COMMON NAILS-6'—EDGES AND MARII SIZE CARX SIZE O STRUCTURAL -{ RSTRAND LSL COX PLY 12'..C.INTERMEDIATE.BLOCK ALL,LINTS ALL AIMS BLOCKED CI KK6 PT POST CIA 6%K POST ONG-FIR U i v TIMBERSTRAND LSL INTERIOR BEARING WALLS C2 (2>2X6 C2A f2)2%a No. 38962 .LAM PSL 1/2'GYP. 6d+1-)/B'COOLER NAILS-K'DC.MA% E 1ST FLOOR ONLY RALLAN PSL EACH SIB C] I.2S6 C. (b 2X0 LAM PSL CA CMNCR PILASTM,D/2'+6'KIND STUDS SET IN WALL CONSTRUCTION i TJ-V TIMBERSTQANO LSL 1/2'GYP. d+1-T/G'CORER NAILS-)'OL MAX OR ALL FLOmIS ABOVE TJ-V RIMMOARD LSL EACH SIB +I- V TAPERED SCREWS R 12•DC. FIRST CAA CORNER PILMTER,]/2'.1'KING STUDS SET IN WALL CONSTRUCTION P.T.PARALLAX C)(a MSS]'X]'X]/16'S0.TUBC COLUMN O2'-0'—NEIGMJ FY-K6 XS.i. (STRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) C6 'HSS<•.A•+vA•SDUARE TUBE COL-112•-B'MAX.WIGHT)Fy.46KS1 EOUIRED VOID SPECIES AND FRADE. OPENING ROOF ABOVE ROOF t i FLIT QmF t 2 FLRS C9 MSS TXN•XI/K'RECTANGULAR CQLMNN(12'-O-MAX HEIGHT)Fy-46XST 'V .EMBER HEADERS V/(RI ROWS W TO]'-0' 1 J L I K 1 J L I K I J L I K CID HSS 5•+5'+]/B'REC1PNWlAQ CRW9I(I]'-0-MAX MOGNT)Fy.469SI Z J L I K 2 J L I K C12'• SS'X].5'I.BE PARALLAX PSL COLIAIN MEMBER HEADERS v/(J)ROWS b-0'TO 9'-0' 2 J L 2 K 2 J L 2 K 2 J L 2 K CI] 35'X S25'UPC PARALLAX PSL COLUMN LIIPLE MEMBER HEADERS v/(a)ROWS JACK SCHEDULE(INTERIOR BEARING WALLS) CIN 525'%S23'IPE PARALLAX PSL CR1MH FOR SIDE LOADED CONOIN$PCR OPENU.Ti 1 FLOOR ABOVE 2 FI=.ABOVE IiO CIS UNA 1P TO Y-0- I JL IK I JL IK OERS Nnx BY SUBSTITUTED FOR 1ME ]'-0'TO 6'-0' 1 J L I K 2 J L I K CI) 3-1/2'01A CRS.FILLED STEEL TUBE COLUMN (TOR SMALL SUBMIT SIfiPED L SEALED 6'-B'TO T-0: 2 J L 2 K 2 J L 2 K UD I.)5'XSS•TIM6ERSTRAMD TSL KTNS STUDS FOR APPRDWAL PRIM TO FABRICATION. WHERE—AC.UNOCR HEADER � VN EA.PLY OF 2+HEADERS K.KING STUD ALONGSIDE OF JACK I.ALL COLUMNS ARE TD ME SPF SN11 GRADE OR BCTTER U.N.O. GENMS).MATCH DEPTH OF HEADER. NOTES• 2.ALL GUILT UP COLUMNS TO BE NAILED MIN 1Bd O B•D.C. 'AMS O<EOUAL WIDTH MAY BE 1.ALLA BE JACKS L KINGS ARE ASSUMED TO BE 2-1 SPF-B2 S STEEL COLUUNS TO BE..WU t0 ASiM A513 . WEATHER SMALL BE PRESSURE TREATED. 2.ALL IAC ST LER.KINGS TO BE NAILER./16d NAILS M B'QC. S PROYOE 3/B•%O9 G5•TOP a BOR011 PAIRS S�lLPlATES.TMELOSAR CMIaiE[nONS� CEILING FRAMING PLAN BOALE,p-T V STANDARD STRUCTURAL CALLOUTS sGLE:WA•-T•-D• 2 i>f\/ISIONS T1nE -:� N2OLAEFF PROJECT.sLNS+WALd HOUSE CEILING FRAMING PLAN - GENERAL NOTES: AROFIITECTURE t OESIGN " e)z rmXM m(Ra piUvvN GY:GNt WD.rn1 T S-A206tNKRI B 60G N11(1 - N P\��•' �s.•m•.«�.r.eaa� F 600.20 BCl,IE:ABH01®. FOFPo�, ..�-� ...�.-.« Aa)e.dD DAre)s6P1EnmERzmo S1 - 3 NEW RAPTERS n. es KO - svP CLJPa°C:AM TAG$ I T'YPIC'AL 1 I I I '1 p % <+ B ' ... ) T - EAi € H r •r r p/t r G�'' i / I I ----------- CC n1-s1�0"w/yr %oR YLL` Sb'.93' ISSe TJ r • + BMGL.e JAGCS AAm C101A1�' KPI-I aT1A3 1Y'R -s IH¢.P�9 oTueRwL9e 1IOT= A Ol-F2110•W/Vr Vr W OJ%OR W/ KIN. .IACJXB A10 OOImLe KPIG 9T1O9 f h MEW RAPTPRa YA/0'Mi KD /O)R-HCAOIPRa_ .PP A I-MAS 3/4.1W,PLYW000- 1:Lwa TAL2. USe-T 3Y3-GLIB AMD TTPKAL IYUB-3 ROWS OP Y B-3 HEADER AND BEAM SCHEDULE"' wu_P03Te PROTM<KePO3rs MARK SIZE MARK SIZE L-I UU (2)2.6 W1 1/2•CD%Pl- L-II t])2.6 L-3 - (2)2.10 W/v2•CDK PL. L-¢ o)2+B L-3A (U 2.12 L-❑ (3)2+10 L-( 121 2+H2 V/1/2-CDX PL- L-14 (])2.12 L-3 (2)I.75-+9.5•LVL L-15 (3)1 3/E'.9 1/2'LVL L-6 (2)1.75-•11.075'LVL L-I6 (])13/E•+11 718.LVL 1. L-7 (1)1.75-. V LVL L-I1 '(3)1 7/E•+It•LVL .(N OF - p� L-B • 2>IJ . -" ` (1) O'K I4'1.35E TINRERSTRAND LSt L-1 1.15 0 1(1)1.23-z 14'iIMRCRSTRFWO Lri RUH WALL SHEATHING SCHEDULE L-13 STANDARD MCAOERY(])2•MIO'W/1/2-CDX `D Y L-22 (1)1.73.+11BTS'135E TIMBERSTRAND LSL SHEATH NG NAILING RCWIR TENTS REMARK COLUMN SCHEDULE L-23 "'%7.3.633E-W TIMBERSIRAND LSL EXTERIOR WALLS 0 ERIC J. G L-24 35•K 14'2BE PARALLAM PSL 1/2•APA 6d COMMON MAILS-6'14.CDCES AMD NAB( SIZE HAS, SIZE L45 7.5'%93'1.54E TI!jn1TRAND LSL COX PLY 12-(Ac.INTERMEDIATE.BLOCK ALL JOINTS ALL JOINTS BLO'J(CD CI 1K6 P.1.POST CIA EK1 POST DO1G-FIR CEDERHOLM m L-26 LS's II.B15'1.33E iJ-V IIMBERSiRANO Lri IHTEROR BEARING WALLS ' L-2) 323'%9.3'2.00 PPRALLNI PSL2 12,zX6 czA (z>2%' , O STRUCTURAL _ Lr L-21 525•%9.3.a 2.0E PA LAN PM PSL 1/2'GYP. 6d.1-1/0-CODLCR NAILS-A-OC.MAXMA% T 1ST FLOOR ONLY C7 (l)2%6 C3P (]>2%E EACN PID v No. 38962 L-29 325•Y 1E•2AE PARALLPM PSLZ. CE CORDER PILASTER]/21M6'KING STUDS SET IM WALL CONSTRUCTION L-]0 (2)LIS'.11.075'L.0 TJ-W TIMBERSTRAND LSL EACH GYP.6a v I-)/B'COOLER NAILS S O12 MAC OR ALL FLOORS ABOVE i L-31 (])124'+11.915;L]E TJ-W RI.RD LSL EACH SI +1-1/E'TAPERED SCREWS B 12'O.C. FIRST CIA [7q(NCR PILASTERS 3/TUNE'KINGCLU STUDS SET IN WALL CONSTRUCTION L-Y l2)I.15'+II.BTS'2BC P.T.PARALLAN C)'S)MSS]'%]'Y]/16'P0.TUBE CRWM<12'-0'MAY.NEIGMIJ fY•16 K.S.M. A L-]3 ]5'K IE•1.55E TIMBERSTRANO LSL JACK SCHEDULE(EXTERIOR BEAR WG WALLS) CB HSS E'.E'.I/1•SCUMS TUBE CO-UMN(12'-D'MA%.HEIGHT)Fy-46KS1 NO TESL IIPCMI)NG ROB'ABOVE q®r•1 FLR ROOF L 2 FINS C9 HSS 3'%E'%I/E•RECTANGULAR COLU..(12•-0'NAK MOCMT)Fy.16KS1 1.SEC STRUCTURAL NOTES FOR REWIRED WOOD SPECIES AND GRADE. ONA �v 2.NAIL EACH PLY or MULTIPLE ME.BCR HEADERS V/12)ROWS IMP TD 3'-o- i J L 1 K 1 J L I N IJLI K CID HSS 3'.5•.]/8'RECTAMGUI,-CM-(HZ--0'+IAL HEN-)ryE6KS1 1 , 12d MAILS B 12'0,.UNS. ]'-0•To 6--0, I J t I K 2 J L I Y 2 J L i K 5 NAIL EACH PLY 6 gAIIPIC MEMBER NEARS VI(31 ROWS 6-0'TO 9'-0' 2 J L 2 K 2 J L 2 K 2 J L 2 K C12 ']$'%35'1.8E PARALLAII PSL COLOIN - 12d NAILS 2 12'OC"`a CI] ]$'K 52S'I.eC PARALIA)I PSL DRUMN 4.GLUE L NAIL CACH PLY 6 MIATIPLE MEMBER HEADERS V/(4)ROWS JACK SCHEDULE(INTERIOR BEARING WALLS) C14 525'Y 523-I.RC PARALLAM PSL COLUMN + 1 12tl NAILS 2 12'OC UN,6 OPENING 1 FLOOR ABOVE 2 FLOWS ABOVE S.BaT MULTIPLE LVL HEADERS FOR SIDE LOADED CO•NIMONS PER CI5 TS 2•X6'KI/1' MANUFACTURERS REWIREHENTS.UNII IP TD 3'-0' I J L I N 1 J 6.PRE ENGINEERED[OIPOIENT MEPOEIS.1 BY SUBSTITUTED rlRl ENE ]'-0•TO 6'-O' 1 J L i K 2 J L i K CI1 ]-1/2'010.CONE.FILLED STEEL TUBE CaIRW NEADERS SHOWN THE C@)IRACTOR SMALL T'HMIi SIGHED L SEALED 6'-0'TO 9'-0' 2JL 2 K 2JL 2 K C20 1.15'%3.5'fIMBERSIR.0 TEL KING STUDS SHIP'RAVINGS TO THE S.EA FOR APPROVAL PRIOR TO rABRICATTOR WHERE J=JACK UNDER MADER 1.PROVIDE 1/2•PLYWmD SHIM B'TWN EA PLY Or 2.HEADERS X:KING STUD ALONGSIDE OF JACK 1.ALL COWUNS ARE TO BE 5Pr STUB GRADE OR BETTER U.N.O. (EXCEPT B CXTEGIOR BALCONY BEAMS%MATCH DEPTH 6 MEADER. MOTEL 2.ALL BUILT UP COLUMNS TO BE NAKED MITN 15d 0 8.O.0 B.Ole PIECE PMALL"(PSL)BEAMS OF EWAL WIDTH MAY BE 1.ALL JACKS L KINGS ARE ASSUMED f0 BE 2.E SPF•K2 J,51EEL COLUMNS TO BE'-F.TD ASTU A513, SUBSTITUTED FOR MIATIPLE LVL BEAMS. GRADE W BETTER. 1,PRO BE OPPOSING PNRS 9-SON LCEE POST CAPS D TOP A BOTTOM. 9.ALL ®0 SCANS EKPOSEO TO VCATHER SMALL BE PRESSURE TREATED. 2.ALL JACKS L KINGS TO BE NAILED./Hill NAILS B war H }PROVIDE 3/8-Y5'XS'TOP A BOROW PLATES.YELO ALL CONNECTIONS SEE SIRHCTURAL HOTC SO ROOF FRAMING PLAN ��)Fd•-T-� 1 STANDARD STRUCTURAL CALLOUTS SCALE:IW-110' 2 TITLE GENERAL NO7E5: NICHOLAEFF INIOE[:rP g)pa1AN MQbE ,. ARCHITECTURE+DESIGN ROOF FRAMING PLAN MAIN HOUSE RTp MAKH 9Nma ppnVYIJ tir:OAK.GlO W RESIDENCE aoeAm Rz%nt „�„.A_ B'°� P o 8 er c.AsurnBD Ald)nRRn.FJ%n 253 SEAPUIT RNER RD. ,fir oATe)BPrTELeER zmo OSTERWILLE,mA \`\ it x - GUEST-HOUSE RENOVATION a GUEST HOUSE RENOVATION 253 SEAPUIT RIVER RD OSTERVILLE fv1A 253 SEAPUIT RIVER RD. OSTERVI LLE, MA n SMOKE DETECTORS GENERAL NOTES: . REVIEWED ................ ............... -6 M;Fm'q--------- BL UILDING PT. DATE FIRE DEPARTMENT DATE ___ ___ _- —_— _______ __—__—_— -- — BOTH SIGNATURES ARE REQUIRED FOR PERMITTING "zA . -- -- ------------------- ------- — — — — — — — — Ilk r as — 1 ISSUED FOR PERMIT • NICHOI.AEFF 5 J/ N RY 2010 ARCHITECTURE+DESIGN 812 Main S ,%D_ Osterviv OJHC �T F SOU '11�L ° -REDUCED SET- DRAWINGS NOT TO SCALE a� ;° ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST j ki� I ' ., U M A y,t t O"ToN Lc! F70ST1NC&:DDNO DRAN'IMS.'CUISTHOUSE. �21°\U\ 1 vJ GUEST HOUSE a"a° "°°""°"""' m °°"�°� COLUMN GRD OWNER RENOVATION ^° r ;ro 0 6aeT" —�^^a " YASMINE REALTY TI.O rLrLESF�T F9 SS Nua esrmu oo..or> 253 SEAPUIT RIVER RD 61 EXISTING SITE PLAN (j (\p. 2535EAPUR RNER RD:. ,.wx.a.r.-.,o 'O`er ,mw„ `hworv."LL OEru�s OSTERVILLE,MA G2 PROPOSED SITE PLAN �nvJe rlo OSTERVICLE MA • ooa:.w o.+^ • .Ts ,,,,,"moo noo. Twinun ow.000 Y� nwrs.�o a-ar XI.O EXISTING L3ASEM]Wi PLAN SITE/CIVIL •„�„�„ PTb �m ,A.mee...w V F. eoow ar o�.,em Poewt6oes BARTER&NYE ENGINEERING Xl.l EXISTING FIRST FLOOR PLAN mymon rvmo Gal�`�` way SECTgN san,on"mow DRAWN BY:OJO.DN,GM PEe SURVEYING X1.2 EXISTING SECOND FLOOR PLAN aaT 3 MUSTING A ur XI w v.w Pem 7B NORTH STREET ROOF PLAN as". �,w.w aaYv ..w+:eo :`O�Im eoa�Te b . em v THIRD FLOOR SCALE:AS NOTED ce m�o.nn HVANNIS.NA 02601 X2.1 EXISTING ELEVATIONS eE _ �'� wAu vPEs STRUCTURAL ENGINEER xz.z DUSTING ELEVATIONS 5 JANUARY 2010 _ _ wo.000 = o." � oo�m°`�� X3.1 EXISTING BNLDINGSECTIOIJS N i c h o I a eff °°�_ _ °� 'Op0 ° y/ A�6 DOOR NUMBER ERIC A D ERTON m m MI DLEBO O.M WAY Architecture + Design _ mr "aP oewd adH om MIDDI-4-0358 MA 02346 DLL FIRST 4df DFTIONFOORPL eYna ewn ®— lnmo r 5oB-apa-0358 DI.1 FIRST Df]bfOLTCION FlAOR PLAN wtt wywlWOtll bTOtrE Om oovw6 � corer l.9 ..use wl.Iwe wwOow TVVE D1.2 S13COND DEMOLITION FLOOR PLAN APT wm "'O�rYcsaro ommw>.e mti eeearnr u wwmow.o w.o ssas D1.3 ROOF DEMOLITION PLAN ��� _ Q- 812 Main Street cDUNC HocHTs ARCIRTEC3ILJItAf.DRAWINGS. GUEST HOUSE.„ Osterville, MA 02655 T& °""' T 508 420 5298 a �°`°° `NbKa a NOTATgN$ AI.O FIRST FLOEI-ITOR PLAN a �` cn o Y.e rm mcw waww �o�1 "`nOP AL2 SFxOND FLOOR PLAN - Ora Isom F 508 420 2240 "° "°�°'"'°" " "" reme+o+roo . ®w.w6mw, oe.aw At.l ROOF PLAN TITLE: nicholaeff.com DETaLAR� Al2 ELEVATIONS COVER SHEEP• _ m A22 ELEVATIONS aro°W UO EOUIPM E �aawxa mnw n6v `Opp" uvw w �__ 01 A331 BUILDING SECTIONS w `mom, sun ,.,w,im va am•,smn M MISG DETAILS - • Dq Mne vEm ,p"`o — NORTH AWiTV OOwn aeoo wv u6C rMm.sawa W pm C C-TON- STR CITAtAL DRAlVIC7CS-CUFSl'HOUSE=... Ow one Mro rronlml ._ ..u TO rEW�E Hwm p+v�O Paovaol V 51.0FOUNDATION PLAN gDETAILS cuss ��^ 51.1 FIRST FLOOR FRAMING PLAN E... oopuurol`e ooue � „u,o,�" w� ww'�sew� s�so.m REV1510NS 51.2 SECOND FLOOR FRAMING PLAN E o �gro � cM�� " �� - S1.3 ROOF FRAMING PLAN T 1 ■ O _ e Exe •� w \�� I L GUESTHOUSE RENOUATIONf 1 253.SEAPUIT FIVERRD"'� - - HV I: GENERAL NOTES: No EXISTING BASE wads P�n�j x .yam>»t mmz sra :; lg o cFT 0 NICHOLAEFF ARCHITECTURE+DESIGN - 8/2 Main SVeat OVor.Q8.MA 02655 T 508 420 5298 ' F 508 420 2M nicnoae6.ocm PROJECT NUMBER:ELM-GUEST HOUSE DRAWN BY:OJO.ON.GM SCALE:AS NOTED DATE:5 JANUARY 2010 t j3 EXISTING3�BASEMENT k� Jy�' Fill FLANS ,J ` x 0 EXISTING BASEMENT FLOOR PLAN SCALE:1/4'=1'-O' - �i .I - GUEST HOUSE RENOVATIONgRl _ � - p253��SEAPUIT'RIVER RD�� �' OSTERVILLE�(v1A '� I � r GENERAL NOTES: il................ om.me..a m:a.e.�roo.—�..em ji `i LTrCHEH Lt eE- e BAT OOM BILLIARDS li z 4•i HALL BEDROOM - OB STAPiS SCREEt1E0 PORCH TRT " - - MCHOIAEFF ARCHITECTURE+DESIGN ` 812 Main SV-t �^ OSleNlle.MA 02655 !� T 508 420 S208 F 508 420 2240 niChol off— PROJECT NUMBER:SLH-GUESTHOUSE DRAWN BY:OJO.ON.GM SCALE:AS NOTED DATE:5 JANUARY 2010 TIT�IE�i T t�'3 g x 1 EXISTING FIRST FLOOR PLAN scALE:1ia a 1.0 y - J 'I • '. t �GUEST:HOUSE - . ,_ RENOVATION v 1. 8. 8. - - - GENERAL NOTES: A§ Zoe 20T - CLOSET BAT ------ — - tY':B 7Cffa- — "1 BEDROOM -----CLOSET------ E-`T" MALL Zoe , 2os NICHOLAEFF BEDROOM BEDROOM ARCHITECTURE+DESIGN -- -- 812 Mein SVeet Oder e.MA 02655 T 508 420 5298 F 508 420 2240 —————— f —---———————————— PROJECT NUMBER:SLM-GUEST-HOUSE DRAWN BY:OJO.ON,GM SCALE:AS NOTED - DATE:5 JANUARY 2010 X 1 . 2 _ EXISTING SECOND FLOOR PLAN SCALE:1/4•=1'-W 1 i ' RENOVATION i O$TERVILLE fv1AF GENERAL NOTES: c f --------r----------- II \ u- ...................._........._......._.._.... 9 e I' � • ` il --7 n i I I note al ---14 NICHOLAEFF ARCHITECTURE+DESIGN II I we p I \i sz I I I g 812 Mein Svoe1 OSt 9 azo 529e 655 P 508 420 2240 icholaoff- PROJECT NUMBER:SLH-GUESTHOUSE DRAWN BY:OJO.ON,GM SCALE:AS NOTED - DATE:5 JANUARY 2010 TITLE ' '�PLANII "�ngF'N It RY,i�31 Xl 3 EXISTING ROOF PLAN SCALE:1/4'=1'-0" 1 GhUIEST HOUSE ...... ' RENOVATION •'� - ' � OSTERVILLE�.MA _ � I ���, h 1ro a virago uou___ 4 ntv.aua — .. .:. I 0I b 3'. .. GENERAL NOTES: - ......._.._—. ___._..........__....... ..__....._........_. -'........._...._ _._..._._....__......... ........_._.................. .__--......... ._........._......._ mm.< n �« ................... ® ........__........_' ® __..._.._...___...... ® -............................ ® ..___......._...._ ® .._.................... - wwwe.u. vn m ..............._....... ......._................. ......_._.................... _...................... ........................ .......__..........................._..........._......_....._...........................-..:.............._._..._.__..................._.__..._........................._............................................_.._...._........................._........................................._............_.................................._.......................................... - nv a sBww ............... —-.....__...._.._.._...__---....._._._...-'---.._..------._._.._..__..._.._...._.._.._........-'---._....----._...__...----._...--'-'--...._....._..__..............._......__...._.... .._......_.._._..._............._........_....._.._...._......_...._._.. -- - ------- ._ ..... �BO rrn -........._...._......_....--------.._._._....-'---....._..----..__......._.___...__...._.__—_._.................... .................................. ........................ ........_............_. .L..;...;...:..:-1-e-:..;...;.... .............................. .. ........................ ® .......................... ® ..:::: ..i._._ .................._......... e ..................... ......................... ................_...... .I...�._..;...I...a..i.. ............................. ,:„„ ....................... ............_............. ....._............. .................._. ......_...,............ o a ........ .......................... ....... _ __ L _L Fm�- w ........... ...___.......... _________ ... .. �::_: _ _.._..._...............__ _ _ as _..................... ___ ._._._..__ _ _ __ _ C: 1Bva sorsr rtma ..............._....._.........._.......... .._......_............._.__......._...._......._........_. _._....._............_._............._......_.. __....__...._..._..._.._._........_ .._._..............__... , - -------......._-..- �Q' .... o h a�IICBLiE SUB EXSTING EAST ELEVATION SCALE:,/4• -0' NICHOLAEFF ARCHITECTURE+DESIGN B12 Main$vael - Og-Zlle.MA 02655 T 508420298 40 ` n 508 420 2240 ichmlBell.tam h a>P a 0.wom boa ................ ___________________ ................... �.Y WAN a•ac Roox . PROJECT NUMBER:SLM-GUEST HOUSE 1 ---------- --------------------- ---------- --—-—-—-—-—-—-—- DRAWN BY:OJO,ON,GM E ............__......... ...................___........_.... .................... ._.._._._ ....._.._........_..'--......_.... ......____ _—......_._........._.... __...._._..__._._...._._.._. SCALE:AS NOTED ._...__._....._........_....__.. _......_._..._____...—._. ............ .............. M DATE:SJANUARY 2010 .............................................................................................._..............................__......_............................._-_.............................................._..... .......................,........................................................................................................._..............�- - tOPNva Y�rouD rt00x-• ............................__....._............................-............._........._...................,................................__._.............................. ......... ....._.................................................................................................... ....... ...... VpLV•Ylt.Yx -.................-....._—...'........—.._-_._...—._-_...._ -.......—...'.:_...—.__..._..—..-........—_..... ..._.................._................... ............ .__............. ...._.._.................__.........-. - -----_ ._.—._—._.—_.—.r.--_.__._.—_.—._..._. ._.—._.—................._ .._....._.__._..._......... ._..._......____..__......_. _.............__.__...... .._........_..____...._...___.._ ___._... __... _. . ....._....."__.._..._. —.._..._...__�__.....-'--_..... __.... _............_............ ..............__........._...__........_...... _._....... ..... ® .........-._... ® .._..._.'..........................._._..........._......... ® .........._.......: ...... - ............................ ® ..............._..... __ __.._..... ® _ _ . _..........._._._................_................._..._._..--._._............__._...._...........:_........__...._._._............_..............._......_......................_._._...._........................__._.......................__..................................._..........._......_........_ nw a rwn Boob .................._................_.._.__.........._-----...._........_.....::_ � _ ..._........................._.. ..__...._..._._..... ...-...._........................_......._........._..........-........._..........._ _ __._....... ...._......_._.-............................. ....................... ---------- 0 ® °�EXISTING�ELEVATIONSk ��,Ir - an h f0V a fBBCNDC SUB _ _ _-L---__-— X2 . 1 EXISITNG WEST ELEVATION SCALE:,/4•=1•_O 2 ' - G:U'EST,F�IOUSE RENOVATION A - - �253;SEAPUIT-FIIVER RDi - L .., 5 cht __ ... Is ril _........_... GENERAL NOTES:. ...._._._....._... ...................._........ _ A ilA Di AM f100R_' ...._..__.____.._........_........._..._......_....._....._.._ _..... _ - ,n • ra .+o.mw ....__..._......... ...-.......�...-.......__ _ cweea,w,ummmae nrw a-vww __� ________ ® .... ..... .. .. \ wwam wmv yam mn m=e.mm�ncr:vowmm:.•mn ..._.. ._..._......_... .. .................. .... - m m _........................ ............................. ....... ................_. ....................._._.............._._........_............._... .............__......_....._............................................... - .......................................................... ................................................................................ _.... I� IW R1'3C4RD llppf-• .....:........................................................... ................................................................................................ ....__... .............................._....._......._._..........._._.... .M�+l ..... ..... ® .........__ _ _ .. .................. ..............................................._............._................._......_........._... ..... 't ; u _..__.._....... ® .........__......_....,......_........_........................_..................._......_......_..___-_ ....... •� .................._......................................................................................--..............._........................................................._........_............. OE - __........__._.............................................._.._............................................................_._.................._..............._...................._............ ...______......__.........._...__..........._..............._................_.................................._...._..__...._....._.__....__......_ �qu 0 p {4 tk $IAB ___-___-_____ EXSTING NORTH ELEVATION SCALE:1/4'=1•-0' NICHOLAEFF ARCHITECTURE+DESIGN 812 Mein SVe t Ostemfle.MA 02655 T 508 420 5298 F 508 420 2240 nicholaell.COm - t4R Of 0.RR0'JD R02 -..._......_....._...__. . O ...... -'0 ........__ ... .._...._................... h- - - PROJECT NUMBER:SLH-GVEST MOUSE -._....-.__....__.... ......... ..............._..........._.........................._.........._...._............................._._.................... ...................._...._..... _ DRAWN fiV:OJO,ON,GM _._ .............. .._._. ..._....._..... .....__ r �ry ..._-...._......._......._............ ...._............................a.. ..._._................... - SCALE:AS NOTED ..............................I............ ...._.............................._ . ........................... ! F .....__...._..............._......__..:...... ...._.__..............._....:.... .................... ._.__.._..._.....__...._.........._....... DATE:5 JANUARV 2010 ........... .......... ® .._...._.... .. __....... RP OI IIIf51 RDRR _ _. ......._..... ..... ' 4r 1Rrv. - ._...____.. _ -----------"-- ---- - — - - - °i�,EXISTING�IELEVATIONS� �y�'I).t1 uj�� tit EXISITNG SOUTH ELEVATION SCALE:1/4'=V.0 2 •I "'G'UEST_HOUSE IOP V RVMe00 NN2____—— —— - . lops Rb000 IMGE-------------- ----------------uav-n.n OSTERVILLE yMA� T ,�sr. , U _ 0 IM k S —�1 M'aR�_— _ �_�__ _ h 1Up of♦M i100R __ _ _� � � A � I ' - GENERAL NOTES: (. F. IW 6 SfLOW nao9-• _ - wcrrp.k 4• nLv-an r; Vim•kukr I I h mp a mn Rmx -_---_-___ _ -_-_-_-___-_____-_-_--- -__ ___--_-_-_ _-_-_-_-_____-_-_- w lop a mn Iva - . . . ............ .._. - -- w .-. fro C EXISTING BUILDING SECTION SCALE:1/4•=1'-0• EXISTING BUILDING SECTION SCALE:1/4 =1-0' Z NICHOLAEFF ARCHITECTURE+DESIGN 812 Main Street ' Ostemiue,MA 02655 _ T 508 420 5298 F 508 420 2240 3!K RY�IIIO Y FIIV•i�.l[� I � 0 I - PROJECTNUMBER:SLH-GUESTHOUSE m 0 DRAWN BY:OJO.ON.GM U SCALE:AS NOTED h 1pp y tte t�pp_p _ DATE:5 JANUARY 2010 - _q O - r EXISTING�BUILDIfVGISECTIONSII3 b t X3ml EXISTING BUILDING SECTION SCALE:1/4•-V-D' 3 j 'I GUEST HOUSE : RENOVATION N ,F r ' - 'OSTERVILLEfv1A " 3ninv,. x fix.. i II GENERAL NOTES: REMOVE ALL EXISTING - WINDOWS AND DOORS - SHOWN DASHED N RED AS REQUIRED BY EXISTING - CONDITIONS C NOTE: CUT CONCRETE WALL \ A9 REWIRED TOv4�i�n1C PROVIDE CRAWL `a\\ \\, \\\ ` NOTE CUT CONCRETE WALL ��3 •� SPACE ACCESS—Y,'� '` `\��+\\ I 1-1 AR REQUIRED TO PROVIDE r.'OTE.�:'.UT ��� RAWL SPACE ACCE59 NOTE FLOOR FRAMING AT THIS AREA TO BE REMOVEDSO THERE IS A CLEAN LINEOF NEW 3 OLD FRAMING. EXISTING FOUNDATION TO NOTE CONCRETE WALLS REMAIN FOR BULKHEAD TO REMAIN.CONTRACTOR TO CAP ANY CONCRETE WALL 0 DRAINS THAT MAY OCCUR AT AS REQUIRED FOR BOTTOM LANDING. MEW BULKHEAD ._._..`..N ...... ..._... .....� ACCESS EXISTING BASEMENT NICHOLAEFF I�\\\•, ° ARCHITECTURE+DESIGN I` c,,• \� ,;\ �� 812 Mein 5� o V � NOTE: EXI5TIG SLAB AND (('' WALLS TO BE REMOVED AT C (J Q No. 522• KIN V7 SCREENED PORCH, i F- 13031 MA ass O ECT N ST USE DRAWN BY:OJO,ON.GM SCALE:AS NOTED DATE:5 JANUARY 2010 - - _ I DEMO FOUNDATION t�'�I 9 PLAN�i i � -r u it r I DEMO FOUNDATION PLAN SCALE:1/4'=1•_0' 1 J .I $G'UEST'HOUSE' . RENO�IATION� � �� OSTERVILLE.MA ' , Y k ti GENERAL NOTES: 6.7y4 9-73/,, .e..., m. 4._10�2 3y2 5J2 o-w�.ee.�.emumwme...y..eem mm. I I I 'A REMOVE ALL C EXISTING WINDOWS TYPICAL. I L-------�'... I. --,--a ,,i DEMO WALL AS REQUIRED FOR NEW \; ' I L—DEMO WALL AS WINDOW REQUIRED I I REQED FOR NEW I-I �,.�/ DOOR II '• II Ir--------- Pei. -�"----'�J -- J I p I r DEMO WALL AS J- 9 II NOTE: REMOVE REQUIRED FOR NEW NICHOLAEFF i I r I I PLUMBING FIXTURES DOOR ARCHITECTV *t.D�SIGN AS SHOWN DASHED •s- �' o I I IN RED — - ?MuwbM7R 5§5,'.J :i '.�._,•�'`%,, . E av��oL IVIC,-�O� �•• .,� NOTE REMOVE ALL :q EXISTING WALLS AS SHOWN I DASHED IN RED DOWN TO �1 2 EX 'A i I ISTING FLOOR AND FOUNDATION ISO.6E2_. I I I EI E TING FLOOR. ALL jQI � n BU5TQ N. °4 TO REMAIN t I TYPICAL. tt l0 MA J`J pF MPSS�• PROJECT NUMBER:SLH-GUESTHOUSE ICI DRAWN BY:OJO.ON.GM li i - - SCALE:AS NOTED - DATE:5JANUARY 2010 KEY INDICATES WALLS TO 0E REMOVED INDICATES WALLS TO REMAIN rn TlTl:IE ;':. �'z>W Tl • f , . D1 . 1 FIRST FLOOR PLAN SCALE:1/4'=T-0- . G'UESTYHOU;SE ''� ,R�ENOVATIQ';N � ; -R ig .. _ AP O$TERVILLE T : GENERAL NOTES: • - - M'meneawwammroe�..ror.emuwm� - ' mr:mwnrwomurm wmewnpr r+wn r'---'--.--'^``L:.�.'_s-- .�_ ------- or IV NOTE: REMOVEIL I 1 k PLUM0IIG FIXTURES . . - 1I II 'III L........._...... I!_—_...._.._____...__.__..............._...�. _ AS SHOWN DASHED _....._.....__.__....._._.._....__..............� F L - ---.._ —�.j IN RED•TYPICAL. .-! -----j NICHOLAEFF 4 V c_=="-------------� ARCHITECTURE+DESIGN I j r soa 4 �����'t'T1 �l NOTE: REMOVE ALL F`108J�'��'^�ti I5 iI DASHED IN RED DOWIYSHOWN P FJYI :C nC6An/,V IC'.,=\<'j•-'�� I I EXISTING FLOOR. ALL I;nl /) `/�/ •^��'� I;CI I I EXISTING FLOOR AND OREMAIN- n / 1 L F OATION TO --'..L AL TYPIC . J 1 ? Q 6'c.2 E0 I I o( N�. II t _ — t� Ti Ife`3s.'.°d.9!—T>w'...:.�. -o-•y...3'tu Iu.�t....a. I [�7q OH\ ./c. a ✓l. �` ,: A 9C�lzori he j NOTE: REMOVE AND REPLACE ALL 36'-3y2' WINDOWS DRAWN BY:OJO.ON.GM SCALE:AS NOTED DATE:S JANUARY 2010 KEY _.._..._._......_._ INOICATES WALLS TO BE REMOVED INDICATES WALLS TO REMAIN 4TITTLE It�il{ �i8 SIN LN -� � 5.���y I � Dl m2 SECOND FLOOR PLAN SCALE:1/4'-V-D• 1 GUEST HOUSE RENO�IA�TION i - _ � I e � GENERAL NOTES R `cN\Qe, NICHOLAEFF ARCHITECTURE+DESIGN B12 Main SV •��RF1v+.�.n T 508„ kltt� `� / 2; MA j � save P ECT N DRAWN BY:OJO,ON,GM NOTE: ROOF TO BE REMOVED IN IT'S ENTIRETY CONTRACTOR TO SCALE:AS NOTED - / DEMOLITION TO T IT CAN RE-USED. DATE:5 JANUARY 2010 NOTE: EXISTING CHIMNEY TO BE DISMANTLED BELOW OLD LEAD _ FLASHING LINE AND REPAIRED TO - MEET NEW HEIGHT REQUIREMENTS ABOVE RODE . . - Dl m 3 ROOF DEMOLITION PLAN SCALE:1/4'=1'_a 1 ... .# .. K w. 'b GUEST HOUSE "' R�ENOVATIONs - ' ' yt GENERAL NOTES: 12.-p. 4'-S. Y 29'-6. NEW FOUNDATION WALL 7a 3 NEW BULKHEAD 02 STAIRWELL 9 NEW CRAWLSFACE ML.51/ll m NEW FOUNDATION AND �m SLAB ON GRADE FOR SCREENED PORCH n g \J rot ei. - —❑ —, off' 0 g W a � N E,IISTNG BASEMENT tta1NE flNl NICHOLAEFF - au ARCHITECTURE+DESIGN L o o 812 Main Street Oslor..j MA n^�•.:.`. T ill \'V. No SAS£th£NT L �ZQO SF 0". eCrnA�N. - PROJECT SCALE: USE NR 0.10. .GMT . ' SCALE:AS NOTED DATE:5 JANUARY 2010 - ,��.RENOVATED:BASEMENTk I I I Al 0 RENOVATED BASEMENT PLAN SCALE:1/4'-I'-CY1111 t R • v - �GU�EST�HOUSE'' • ° ,RENOVATION OSTERVILLEy MA 1L a - A GENERAL NOTES: a .. 27'-OY2 6'-4Y4 9`73�4' 4._S. 6._O. e'_3. g.•3. 3'-6Y2 2'-5Y2, V-103/4 4'-6314 Fl 12'-117�0 I 7-6 P m - I 33/0 KITCHEN I -m 1os A m O6 INhG E-0 I _® Y SIGN[IiL BATH WFp.WOin G \ O ov LIVM RO n .mom 6 R • ^ - Srrrm RMEg 'n SCREENED PORCH 9 B1U6104i v � i C6 .000 �+�� � NICHOLAEFF ' •P ARCHITECTURE+DESIGN M - ---J 812 Main SVaat V 21 OStaMOa.MA 02655 .. O iTRT T 508 420 5298 R01D F 508 420 2240 . ?m. � niCholaell.aam ,, a - -- — 1` Y2I 11'62 4'-65/B 6''SY4 5'sY4' b'-q3/4 6._4. g 6'-1Y2 5'-11Y2 / 12'-0. 36'-3Y2 12'-1- Y 60'-4Y2 PROJECT NUMBER:SLM-GUEST HOUSE DRAWN BY:OJO.ON.GM SCALE:AS NOTED DATE:5 JANUARY 2010 �SSORED A;C�� Air N t Cyo lFc� - 104r `'v TITIEA' _ O ° No.6622, -��.� 'PIRSTFL�OOR} �' 1 '33', _ - - - BOSTON. h, I)irLYAN�i'31� i �e:'r"a 'f i�� )•i r� rrR J, y1 �'�. �11 _ - �Y I`'13R -]•� �3fi t L A k,�1�,�k h,y'wR�' 3 1 in 9�Tq OF MPSS Al 1 RENOVATED FIRST FLOOR PLAN SCALE:1/4'-V-D' 1 GUESTHOUSE _ RENOVATION ' - - - - 253,�SEAPUIT RIVER RD.- a . T. gxi 48 -q y2 GENERAL NOTES: ' 29'-6' . I 10--B1/B 6'-10 '�9 M'-10Y2 14'-SY2 �_ .... 6'_p• 4'-B7/6 3'-117/6 2'-103/4 4 5-10Y2 6•-p• 5•-g• 5'-S- }. 3'-3Y2 _ ~rRv+.e...�. w••...auwm.,ow.w.wam� _ 2 BY2 2-By2' I M F V1C. P m wgOgm ^ ]06 O BEDROOM 1•_OY4 �,r. 34,y 2,•7. 3'13/4 1J'`` BATN' •m O i1 i4 STORAGE I 4-0y2 12_4 _ . .I wIMOpO � dty O L 205 -to oI a 3'-33/4 I T''1y4 13-13/4r-- :� - a N 10 Ix mwTMoo 0 c . S P k Y HALL m 11 uV9Wpp O g 10 .� —- RDDM_ _ ❑ ;n DECO . o I FjC-LAE� ?m zo3 s 5 �eTUbE'i7OE�SIC � ❑ OEDR — 1'sae' 2' -� i4 812 Mir?SUeel (\�\ m Ost I MA 02655 0�y� 5522• O I 8 a20721�' 'r v _�f141sell.Ca(�(�'-i-�n lie. y cp MA m0l 't.9 2•_By2 2.6y2 ��Q���/f � 4`63/B 6'-63/4 2'-2Y4 4'-103/B 5'•3y4 i 10y' 6'-3Y2 4'-67/0 3`4y2 I S'S' I 3'_3Y2 Vim/ 13'-3yq' 10'-1S/B 11'-105/0 12•_1• �_ PROJECT NUMBER:SLH-GUEST HOUSE 46,_4y2. YI . '• DRAWN BY:OJO,ON,GM - SCALE:AS NOTED DATE:5 JANUARY 2010 { _ SECOND FLOOR r+ �j �a,IMill _ Al . 2 RENOVATED SECOND FLOOR PLAN SCALE:1/4'=P-0' ' - GUEST1HOUSE; �. 5/5'COX PLYWD. - SHEATHING RENOVIATION 13` WESTERN RED CEDAR ROOF a- ._ •� - - - .. `- Y 3 r SHINGLES-PERFECTION GRADE 12 + -2 .+BLUE LABEL Cc>7 'ceDAa BAveR•veMr "' � ' '- . • ` - OS7ERVILLE-MA r .. .-, UnDERLAYMENT - ICE AMC WATER SHIELD TO 36'ABOVE EAVES TYP. FELT TYP.ELSEWHERE Sx5 HOWL.STOP BETWEEN RAFTERS 20 OZ.L.C.COPPER - - - LEGEND: FLASHING W/DRIP EDGE SIMPSON MIRRICANE TIES TYP. ALL RAFTERS - - 12' EAVE _ 9' RAKE L EAVE GENERAL NOTES: 40' �- amomm 10' RAKE w CUSTOM AZEK SAVE TRM aseMBLr Bee - - PORCH TRIM _ m FULL 8CALE TRM - .n, ,c ovemm.w:.m grew wV�u PROF K-E 3. - _ cOS. PROPOSED DOWN .,�,.....�. BRONZE MESH INSECT 53, ,Z• 2 SPOUT LOCATION SCREEN.VENT SLOT MOTE:PANT RAFTER „�' -51. w m <rv.nnmewvm.veoara TAILS BLACCI I 2 Mn m+ PACE OP PLTMD.TD - 12" EAVE DETAIL SCALE:,-,rr=,-o 5/0 THICK BUTT WESTERN RED .•D.S DS.• CEDAR ROOF SHINGLES PERFECTION GRADE.1 BLUE LABEL - a I R (' I�1L fI1 III PITCH 1 P 'CEDAR SAVER' I 10.12 10 PRCH r12 ` i.:___ i II i 16.12 0:1 2 CONTINUOUS .T e.Ye.exTero Ise. I -I 3 s, 9 S/ CO.PLYWOOD 9KEATNNG vTen sMKLp it KK �r-•.y.� I I I e 1 __ ____. yL'� --,�I' 0� � e'exieanarva•.a F'ce oP I� ��% �y� AzeK SAVE TRIM ASSEMBLY CUSTOM SBE PULL SCALE lWy TRIMK_ROFE �.,••Tun.o•ao:s�cw•�rc.0 PRCF�J- a-1 s,.� 5p. e�•TLZ. I II y r,> i 1 -?-B � DS, L' -�=- /`'_ ----�.-�. \\ I VTL---I �V� NICy ctn PACE OF STUDdR, , \ b ,, .._.. ------ `' -------- J J ..-_., <TO EDGE OF RAKE / I / Y/ -..-__.----_..-J L___-___ _ -_._- L_- - � ._. �;rv;�,. Ild ° No.6�22, �i I11�1 � C:•.:'.;Ti)N. L'_u ... // ••� II. I. 1 jll! t••�. C5 II �---�/ MA 8 RAKE DETAIL SCALE:,-1/2—l'-o' 3 EFp C. A // /i // M'L t& --1 II; \• /% I I ,1 I r=_-iA 1gT_4 +qEs �y, r (�'-rCH I PR ^ 812 M rF�•'� 110:12J 10:1C2 OSIBrviOe.MA 1695''�J�e - ... 5/5 THICK BUTT WESTERN RED ' 1 L1t l n- OS. T 508 420 5298 CEDAR ROOF SHNGLES FL SO 2 022<0 PERFECTION GRADE.1 BLUE LABEL / % /•J / I II :, I_}=,_,---,--�/-_J i I .e .•.s eve �• 'CEDAR SAVER' CONTINUOUS /J1 S " 5/E'COX PLYWOOD HHEATHNG /j�/// // E �\\ (i •Ten - / / I SC \\ S.C. �: - •MvLI..e,'4 \l') j I I eo�ewVnlu.LOV� M oA CUSTOM AZEK EAVE CDS. _ TRIM ASSEMBLY Fjye ,inl 9FP PULL SCALE \- TRIM PROFILE PROJECT NUMBER:SLH-GUEST HOUSE DRAWN BY:OJO.ON,GM FACE OF STUD - TO EDGE OF RAKE - ' SCALE:AS NOTED ymmym... DATE:5 JANUARY 2010 10" DORMER RAKE DETAIL SCALE:1-1/2' 4 RENOVATED ROOF PLAN SCALE:1/T-1'-(Y 1 5/B•Cox PLYWD. - SHEATHING 20 OZ.ZNC{OATEO WESTERN RED CEDAR ROOF 12 —:ORReR_,mRLONTjCUS- _ _ _ - _ SHINGLES-PERFECTION GRADE GUTTER W/LOCK SEAM. .. TYPICAL ROOF CONSTRUCTION 10� GUTTER EDGE.1 BLUE LABEL 'CEDAR SAVER'VENT GUTTER PROFILE: - WESTERN RED CEDAR ROOF SHINGLES PERFECTION NIDERLAYMENT 2x STov BOTELLO BLGOOI OR GRADE,.1 BLUE LABEL OVER CEDAR SAVER OVER EN RAFTERS APPROVED EQ. - 30.ROOF FELT OVER S/B'COX PLYWOOD- ICE AND WATER SHIELD TO / PANTED MAHOGANY _r- CONTINUOUS RIDGE VENT W/WOVEN SHINGLE RIDGE 36'ABOVE EAVES TYP.30. MP.OM H23 FELT TYP.ELSEWHERE R.R - CAPS TYP,WOVEN SHINGLE HIPS AND VALLEYS,TYP. 20 02.2NC-C.DATED ALL RATNI�TIES TYP. I ALL RAFTERS PANTED CYPRESS �I COPPER LINER TIED US _ EAVE TRIM ASSEMBLY .GVTTER W/LOCK SEAM —-—SEE-FUtC-SCA PROFILE -�-T _ 1 GENERAL ROOF NOTES .GUTTER EDGE - BROnZE MESH I 1. ALL RIDGE CONDITIONS SHALL HAVE CONTINUOUS RIDGE , NSECT SCREEN VENTS AND WOVEN SHINGLE CAPS. . CUSTOM 4ZEK EAVE TRIM ASSEMBLY SEE Lee /„ VENT SLOT PULL SCALE TRM 3•DIA LC.COPPER DOWNS— 2. ALL VALLEYS SHALL BE CLOSED WITH CONCEALED i _ sn L T, J. ''.t T, •S .. PROPILE 1 DOWNSPOVf S. '2 _ Y MOTE:PANT RAFTER 112' FLASHING. 1§• 11,T ae TAILS BLACM .FACE OF,2GLYWD 07 3. ALL HIPS SHALL HAVE WOVEN SHINGLE CAPS. TO EDGE OF EAV 4. LOCATIONS FOR ALL ROOF PENETRATIONS(PLUMBING Al „ - STACKS,FIREPLACE FLUE DOWNSPOUT EAVE S.VENTS_)SHALL BE SUBMITTED ■ 3•DIA.L.C.COPPER PACP OF FUND.TO TO ARCHITECT FOR APPROVAL PRIOR TO ROWH-IN. 3 EDC�OF - �1�0" DORMER EAVE DETAIL SCALE:1-1r2—= o- ,� PORCH TRIM` �SCALE:1-mr o 6 ROOF NOTES scALE:N.Ts r .- G'UEST-HOUSE • RENOVATION �r \ 253.SEAPUIT RIV,E,R RD z ,:. - OSTERVILLE'Iv1A t ��` TOP OF RECONSTRUCTED - k CHIMNEY TO MEET CODE WOVEN SHINGLE RIDGE CAPS.TYP. - .. "n REQUIREMENTS ---- TYpIGAL ROOF GOX CTR rT1DN t x — Rn00a PIDLE - —————————————— WESTERN RED CEDAR THICK BUTT ROOF SHINGLES PERFECTION GRADE,n1 BLUE ,y S. 3 LABEL OVER'CEDAR SAVER'OVERiIn - ROOF FELT OVER 5/5'COX PLYWOOD- i f'' I? i - - M. CONTINUOUS RIDGE VENT W/WOVEN IM i 2Y 3 Y SHINGLE RIDGE CAPS TYP,WOVEN SHINGLE .. HIPS AND VALLEYS.TYP. m e _ GENERAL NOTES: _ _____________ -- PE DECKMG OVER TAPERED DECK J IST3 W/SARNAFIL 060 FULLY - - ADHERED REINFORCED PVC ROOFNG - ..men m,,,rmamm:,wm.a wren MEMBRANE(BLACK)-REFER TO - 0 STRUCTURAL PLAN FOR PITCH ® ® ® ®IMF TOP OF .m ^� WINDOW/DOOR TO ALIGN we�wa mn..wcao mamma: mavm.a TOP OO R Mre:m eov®.emmmo�.m.wev...m n:e � - z .CASINGS-TYP.. BEE AZEK PROFILE TRIM(SEE ARCHITECTURAL DETAILS)WINDOWS .an renmum ummaena�aeomenae f0o d I DOORS(PANTED WHITE) SVEWA SCReen POR NTRM f0 Be—_--- --------------_--- ---------�-------- ------ —-— --- ---' WEE CEDAR MATCH L 9HN,8- R•R,PRIMED CONSTRUCTED O AZEK TRIM a PANTED SI MATCH E APPR,B'EXPOSURE E FINAL COURSING.TO BE APPROVED BY COMPONENTS-SEE'RIM DETAILS. ® ® ® ® ARCHITECT. ALL CORNERS TO BE WOVEN. •+^� / INGLES TO ALIGN - m i. \ SHTOP OF WINDOW/DOOR h CASINGS-TYP. PELLA A�IMUM CLAD ITECT ERE LID WNDOWSRI HDOORS3 OR APPROVED EQUAL,A L EXTERIOR WINDOWS AND 1 / MEET MASS SUILDNG CODE MPAOORS TO UI RESISTANCE REQUIREMENTS-TYP.(COLOR: WHITE) L:�i��:l�•.)� �': \S-BRED Af('��y� oR ar mucREE su= o ° NO.6622: T p2\ M A f NEW EAST ELEVATION SCALE:1/4—l-O- NICH 1 ARCHITE IGN 812 Main SVeel Os ervi0e.MA 02655 T 508 420 5258 F 508 420 2240 -\ —V� tBoFoV•O f vR.vYR Wp ROLE - __...,...."....—_......_.'. ROOF OXSTR rTION n/✓'Cb Vl(ae'ff n WOVEN SHINGLE RIDGE CAPS,TYP. _ . ... ..... ---- ........ �r —'———— WESTERN RED CEDAR THICK BUT ROOF $HNGLES R E GRADE,a1 BLUE LABEL OVERER'CEDAR SAVER'OVER SDa ROOF FELT OVER VENT COX PLYWOOD- CONGLE RI RIDGEDCAPS TT W/WOVEN SHINGLE RIDGE CAPS TYP,WOVEN SHINGLE INNS AND VALLEYS.TYP. _ PELLA ARCHITECT SERE$ALUMNUM CLAD WINDOWS 6 DOORS OR APPROVED EQUAL, ALL EXTERIOR WINDOWS AND DOORS TO MEET MASS.BUILDING CODE IMPACT RESISTANCE REQUIREMENTS-TYP.(COLOR: —_— —_—_— —_— __—___—_— __—_—_—_—__ ___--_—_ _ —__ WHITE) PROJECT NUMBER:SLH-GVEST HOUSE AZEK PROFILE TRIM(SEE DWI © ARCHITECTURAL DETAILS)WNDOWS R DOORS�PANTED WHITE) DRAWN BY:OJO.ON.GM ��— WHITE CEDAR SOEWALL SHINGLES,R-R,PRIMED a PAIRED TO MATCH EXISTING,B'EXPOSURE L� FNAL COURSING.TO BE APPROVED BY SCALE:AS NOTED m p ^ - ® __5 f �® ® m OF= •YY3, S ARCHRECT. ALL CORNERS TO BE WOVEN. IF E DECKING OVER TAPERED DECK JORiY.W/SARNAF-.OBO FULLY DATE:S JANVARV 2D10 ADHERED REINFORCED PVC ROOFING V [LLVY LLv-v.v-v,v MEMBRANE IBLACK)-REFER TO - STRUCTURALL PLAN FOR PITCH SCREEN PORCH TRIM TO BE - CONSTRUCTED OF AZEK TRIM - - -\—\ [—� o- ,v _— __———__ _ _ COMPONENTS-SEE TRIM DETAILS. - LC,OR ZINC COPPER COATED ' ---------------- - --_----- —--—- ® DRAIN LEADERS OR APPROVED EQ. )�' �I ®® � —�� iN}E}YWyEL7E7VAT�ONSI� ylmk`"' , SHINGLES TO ALIGN W/ _ TOP OF WINDOW/DOOR CC { CASINGS-TYP. Txl.fII 3?ial ,�N F'� 1 iyr ' —_—_______—_____ __—____ 2 . 1 NEW WEST ELEVATION SCALE:1/4'=1'_O 2 _ tGUEST HOUSE`, ;'' r� hk IgH WOVEN SHINGLE RIDGE CAPS.TYP. - � ,K -5 OSTE ———— TYP A ROOF O eTR rTK]B 3 _ RVILLE NiA ; i ---- _ _------- -- WESTERN RED CEDAR THICK BUTT ROOF '� t+..•.a•.' - SHINGLES PERFECTION GRADE,R1 BLUE k LABEL OVER'CEDAR SAVER'OVER 30R ,i ROOF FELT OVER 5/9'CDX PLYWOOD UOUS GE VENT ,yv HISHINGLLE RIDGEOCAPS TYP,WOVEN WOVEN SHINGLE u HIPS AND VALLEYS.TYP. I 3 PELLA ARCHITECT SERIES ALUMINUM CLAD WINDOWS 4 DOORS OR APPROVED EQUAL, -ALL EXTERIOR WINDOWS AND DOORS TO - 0P Ilr•Rc n00II _ ___- _—_ -— MEET MASS.BUILDING.CODE IMPACT GENERAL NOTES: x, - -- ---- - - RESISTANCE REQUIREMENTS-TYP..ICOLOR: - —_—=—___—_ —_—___— - __—_— - —- _ _—_—_—_— WHITEN AZEK PROFILE TRM IEEE - - ARCHITECTURAL DETAILS)WINDOWS - ^. a DOORS IPAINTED WHITE) - - - WHITE CEDAR SIDE ALL SHINGLES,R•PL PRIMED a PANTED TO MATCH EXISTING.B'EXPOSURE m - FINAL COURSING.TO BE APPROVED BY 2 Z ARCHITECT. ALL CORNERS_TO BE WOVEN. ltm a SnaMD nLOI= - - tt..m.am room mm.mmv...�wem om --—-—-—-—-—- —-—-— FT h NOP NK MSt ReOR na. —_ _—_— —_—_—_—_— —_—_ —_— GI: �C L. OR COPPER COATED ----------- ------- DR1 AIN LEADERS OR APPROVED ED. - ¢," S,�ERED R r7C1yT ��T =�+N tOP K NKAD[L!a O 6622. - :1-- BO 111 M�T)N. t•TWi `EA J 7,11 OF NEW NORTH ELEVATION SCALE:1/4*-V-0' NICH ARCHITECTURE+DESIGN 812 Main SUeol " OSienille.MA 02655 T 508 420 5298 •' F 508 420 2240 nk�hol\aellq.W�rt11� ' "' WOVEN SHINGLE RIDGE CAPS,TYP. ... ........ ......... ............ ................ ..._........._................. TYPrn ROOF ONCTR CYON: ------------------ -- ..:.-' ���'�-. -- — -- WESTERN RED CEDAR THICK BUTT ROOF qByY.rraa --_-------- ----- LABEL SHINGLES PERFECTION GRADE,RM BLUE LABEL OVER CEDAR SAVER'OVER BOR ROOF FELT OVER 5/ ER PLYWOOD- AG CONTL R VENT W YW NT /WOVEN SHINGLEE RIDGE DGE CAPS TYP.WOVEN SHINGLE HIPS AND VALLEYS,TYP. PELLA ARCHITECT SERE ALUMINUM CLAD WINDOWS a DOORS OR APPROVED EQUAL, ALL EXTERIOR WINDOWS AND DOORS TOME T _ -\ a, M PA T a•INK—1 - -- - - - - -- - RESISTAANCE RELQUIREMENTTS CODEDING -TYP.(COLOR: PROJECT NUMBER:SLH-GUEST HOUSE _—___ _ M... _—_- WHITEN . AZEK PROFILE TRIM(SEE ARCHITECTURAL DETAIL51 WINDOWS - _ DRAWN BY:OJO.DN.GM t DOORS(PAINTED WHITE) - - n^p WHITE CEDAR SOEWALL SHINGLES.R•R,PRIMEDT a PANTED TO MATCH EXISTING.B'EXPOSURE SCALE:AS NOTED p FINAL COURSING.TO BE APPROVED BY � n ARCHITECT. ALL CORNERS TO BE WOVEN. n - n IPE 2010 DECKING OVER TAPERED SARNAFIL.060 FULLY K DATE:SJANVARY " ADHERED EINFOR PVC I) tm R SROW rta0n-M P _ RMEMBRANEIBLACKIC-ERDEFER TO�l M'•rr.rr - - - �_- - --- -- - - STRUCTURAL PLAN FOR PITCH - ®® ; L.C.OR ZINC.COPPER COATED - _ _ DRAIN LEADERS OR APPROVED ED. SCREEN PORCH TRIM TO BE ' ty CONSTRUCTED OF 4ZE1 TRIM COMPONENTS-SEE TRIM DETAILS. NEN/'EL'EVATIONS'�P11 II �l�i -�—\ IOPa WNKMIDF 9AB _---_—_ _—� A202 NEW SOUTH ELEVATION SCALE:1/4 =V-Cr 2 a GUEST HOUSE - s RENOVATION `xl a 3 - WOVEN SHINGLE RIDGE CAPS,TYP. -_h i0F K Rn000 PCfE ..- .� TYPICAL ROOF consTRucrbN - 253 SEAPUIT�RIVER RD, .,, -. WESTERN RED CEDAR THICK BUTT ROOF. N, OSTERVILLEIMA 3' ^ SHINGLES PERFECTION GRADE,01 BLUE LABEL OVER•'CEDAR SAVER'OVER 900 - o ROOF FELT OVER 5/5'.COX PLYWOOD o CONTINUOUS RIDGE VENT W/WOVEM. A I SHINGLE RIDGE'CAPS.TYP-WOVEN SHINGLE -� tiiiiii x ; I HIPS AMC)VALLEYS.TYP. d x — — —_— —_ TYPICAL ATTIC INSULATION: 12'(R-98)K.F. FIBERGLASS AT.FLAT'CEILINGS.INSTALL , VENT BAFFLES AT THE INTERSECTION OF. y,z RAFTERS TO PROVIDE AIRFLOW TO THE EAVE VENTS.TYP. - - GENERAL NOTES: - 4 �o qn TYPK:AL CATHEDRAL INSULATION: 9'(R-30) b K.F.FIBERGLASS'.INSTALL VENT BAFFLES AT THE INTERSECTION OF RAFTERS,TO , ... PROVIDE AIRFLOW TO THE EAVE VENTS, - TYP. my ar s¢a1m mm�_a CUSTOM PROFILE AZEK EAVE TRW TYPICAL (PAINTED WHITE)-SEE ROOF PLAN 8 ____—_—__ —_—__ DETAILS-TYP. TYPICAL CEILING:1/2'BLUESOARD ON 1X3 STRAPPING a 46'O.C.W/VENEER PLASTER, 2 COAT SYSTEM. PROVIDE 9'UNFACED - BATT INSULATION. TYPICAL WALL CONSTRUCTION:STAINED WHITE CEDAR—� E'V� EXPOSURE OVER IN PELT.1/2'COX + - - —-—-—-—-— ------------------------ -—-—- PLYWOOD SHEATHING.EXISTING 2.6 STUDS - 0 16'O.C,R-21 X.F.FIBERGLASS INSULATION. 1/2'BLUESOARD W/VENEER PLASTER,2 _ COAT SYSTEM i' d �7 9 o EXISTING CONCRETE FOUNDATION TO REMAINTO C•�'� h 1ov o wx0rt1[ve d 'r ° NO.6522.-n- m:1 60 STO N. PAA ��`•: BUILDING SECTION SCALE:1/4'=V-0' 1 812 Main OSt—illu.MA - T 508 420 5298 - F SOB 420 2240 ' niCholaBll.torn - PROJECT NUMBER:SLH-GUEST HOUSE DRAWN BY:OJO.ON,GM ' SCALE:AS NOTED DATE:5 JANUARY 2010 TITLE ' BUILDING�SECT}ONS`'� I '� 11 - 31�.i •P3 k y�+�������1` 1i1{I�,I��f fly - Al i • . ` _ �. ,4 G'UEST�;HOUSE dirt 1'71P ZB 253 SEAPUIT;RIVER RD.[ ` ' ,, vitro -, OSTERVILLE fv1A �i' -; cIQ ''• c BACKBAND virq c Io GENERAL NOTES: ALL EXTERIOR CASINGS TO BE MILLED FROM - WINDOW SILL FROM S SOLID AZEK OR TO BE MILLED F .e+:ry � �• APPROVED EQ. SOLID AZEK OR EQ. WINDOW/DOOR CASING - CUSTOM EXTERIOR CASING PROFILES SCALE:FULL SIZE 2 WINDOW SILL NOSING PROFILE SCALE:FULL SIZE 3 ae. .._...................................................._......._.................. ..........._...... Ay i L2ZD A Q No.6622 NXI / AR CLT iE t 812 Main STr�t Ostenri...MA 02 4Z• T 508 420 5298 - ._............__.._.......__..._..___........____.____..__.___.______..�.__._-_..!- F 508 420 2240 " ]. 1• 21• b 5• ]. ]. i niCtglaB/Ltarn .wt .............. ........._......_...-a._................ .... PROJECT NUMBER:SLH-GUEST HOUSE DRAWN BY:OJO,ON,GM CUSTOM INTERIOR WINDOW&DOOR CASING SCALE:FULL SIZE 141 CUSTOM BASEBOARD SCALE:FULL SIZE b SCALE:A8 NOTED DATE:5 JANUARY 2010 a I MRILI.. TITLEI 'II;�.ry l '"I a 5yB A4 . EAVE MOLDING PROFILE SCALE:FULL SIZE '6 rCUSTOM.INTERIOR WINDOW SILL/SKIRT SCALE:FULL SIZE 8 a-HKaH DENS"RO l.P,-_... .... _ .i I_...._. i 'GUEST`HQUSE 3/4'T8G aLY'ii00D SUBPLOCR-...........__.....................................I.......i SCREWED AND GLUED � ! TS" SECOND --_.._..----------- RENOVATI.O ��.•:: 2%6 UNTPEATED SECOND __.....-.._._....._........ i >LATE EA _.-_-1X4 MAHOW NY DEGNIN� .. PLATE ! ' SATED R ! PRESSUP,E TA.PATED IXB ! ! 1 PLAT=OYER SILL SEALEP,---�--'-� _.__....._..__ ! t Py 2;EA� 2D3 SE/+PUITIRI\'�R RD a LnsiE oD ccy w ccr..._...- .-,.- PR R OSTER'v ILLS MA:� SCRFfNCD PCRDi.a^JAROgN............._..... .... ........... `.j ......t.__..,.... ......................... .. a itn BF Ntf,,,1�._},..------ _ .._-T- __ - -_.._ O.C. \......._..................:.a ._...._:..............._ -0-a I !s. �_- �I P.T.2:,10 o ib'O.C. i -_.... GRADE 2.10 16- TCP(ir SNTv- : 90 EL?P yPER OR ;ij {). V. _-._.___ _ B 4' ,`\_....._ -Oia'J/::=ENT MOISTURE BARR.IOR j GRADE '. �,..-_ _ v ! ..-><h•... INSIDE FACE.OF LEDGE h TO?OF SHSF' ..\..•. ......':::.TJO FELT PAPEP.OR ^IE\ ..... _..\............... ............. .... \.....�.`. ...I LC -1"_y_TJZ' .. I' ° -gL1VF.CENT MO!ST'JRE BARRIOR, t]!95 BARS CCN9TTN.•-.._......._..... \ _..IX4 P.T.BEARI!G PLATE' !]}a5 BARS CO!Y'1:.o i i ... �'.. ...T�F INSIDE FACE OF LEDGE TOP I T=�`ii CONTM.PASTEN .a.-�,� .. POWDER TOP \ --2X4 P.T.BEARING PLATE 650E BOLTS is,ANCHOR COT+ REr ACTUATED ! DER AC -- : PACED W-CJ O.G ai<vj i 'z NAILS i 12' ��t:I, CONTIN.PASTBN WRM o . O.G b/8•CIA.X 1°'A:^ICHOP, I ,I o MAX.EXTENDING FROMTO TH=. {L: Q! ......_._...._ BOLTS SPACED a 8'-O'O.C. " OWDER aGTVATED �7 <r, i I " CONCRETE NAILS 0 32' SILL PLATE COWN TO AND .. j MAX.EXTENDING FROM THE I ` ij O.G ENGAGING THE MOR.6, a! !--...-_ F... 8'GRAVEL BED GENERAL NO ..u. SI-L PLATE DVvN TO AND ! ! r <..._--..k WALL STEEL.............__..___._._-._ . _...__.t j T.......r`.,..-.,,_.:__ ENGAGING THE HORC I I rtt; ..._!.`r"':..... ..._^...._«µ'•---"r _. -.........-_____._ _ `.s:yid,;\;;Ylx�,�..W'•S,\..\i�:..\. \.n T'.,/; - r+.s*•vaanr9r:s WALL 3TEEL _.___....-_... ._.l.jfr. f-vjl\-: \�A`Z 4 i.•�4� .51 VERTICAL DOWELS-....._...._. S•OG a5 VERTICAL DOWELS OI v ..�� ♦ 0 18'O.C. :t e`•\ \. Z�`.. l `•\.,✓ a`\..!`J. �.. a5 HOR6ONTAL BARS----.._'. - _ :r.:•.:un.:,nu.,,.rw.bw 14'O.G.CONTMUDt.IS ! I. CONTRACTOR TO 'I r! '\ `'\ �\ �.._-:......._..._ .._ VERIFY tJA'L HEGHT ! : d' -\ .� �. \\. 217 a5 0 BO?TOM_ � /\ \� s.+w..=•+-...ayo., connr,Icns REQUIRED \ _ BY Fj('STMG GRACE -.� 'I J.rl \ \\ \ \ _...lQ.:01'OF('OPIC/. _ ._.._..__._._ __� _ _ \ \\/ /. <:.w w �,v,:a+..•.,.Av..v..•:n * vtry o .,..... ...._.__._.........._...._...-_-.............. i , F a5!40RIZCNTAL BARS CONT.XETWAY.........................._..._..........J.........._.__.:.._...... _...... \K •14'O.G CONTg:000S ! �I ! - i .• ' n. �„ ': \ \\ wv.n,oq:n.,w:a .»ocw.r w.,..•.w a5 VERTICAL SAPS-...._....___...._ ....._ E _.._..._..._.. .. 10'O.C.CONTMUOl15 �.�.... a 1< i.-_!.-•-..- I 1YX24'STRIP FOOTING .... j ! ! - i j I W/!9Y c5 BARS CONT, --\"__ ..=•t! <'I M,a5•BOTTON......................... :.....__.;._-.!...__...:._-- Wolilic CONT.KEYWAY- 05 VERTICAL BARS F?-� r� ' •' O GONvnX^u9 SCREENED PORCH FOUNDATION DETAIL SCALE:, a -- -- 12•.X24'STRIF FOOTING.-•...........-_.............__:......_..` '/. u : _ .��}�,• \.... n W1 i37-a6 BARS CONT. ,ore.+ewe.+.�»P.incM.a..•.:a.e...e v,v>,r.n a em:r�rm o>. „f 42-CY j-a`'_,. 296 ? iBY:FO'JNDA'ION ALL. .-^.- ._._..._ ••�••••+''3,` �.\� SCALE:'I mV-C' _:._._____.._-._._.__-.__._.__._._.._._.. C7' NEW FOUNDATION WALL DETAIL 3 i (---- --- '-'- -- -'--'- - i ----- ---------------------------- { L------- =.--- `� �I _ I j i ! ! : _ _ i ! NEw BULl1iEAD --- - - _ -i STA!R'WELL 1 ! I 3 j ,..__..--�'... "`:4dt8. NE4i CFj:0.the PACE L_-------_-__L`�-\' j j i I 1 1 aw I _. jLl ! ' I N5•W FC0!DATION AND �4,,, �'.' .' S{P--'; ....- `- s.•..'a ------------- - ------- �---- obi i SI?9 ON GRADE FOR I I - - Q I j SCREENED PORCH a ARCHITECTURE r DESIGN --a-------------' F b 420 5zr�t'IB I i i M j t i j• I I I I i I j I I i I I > ;1 N I I ! EXISTING BASEMENT HEADER AND BEAM SCHEDULED i r� I 1 1 -- a MARK SIZE. __ _ _.._._._.___-.._._.._ ` �L. I! 1..-LI`s>.�(31..' ._.._.__._...__ - L._..___., ..1:._.. ...._.._.._____..... ___- .._ o .. I L_:^FY.•_L t?.)2x:0'w/ 1/- PL.-_ ____----_-__ ! i___ Ir-_-�) (3) >x i0 JC, PROTECT'NU&18ETt.S: -G,.,- :c:_ : ! MO j y i -4 n) <?)2xi2 W/ (?>".-;<i' x 9.5'LVL I..-'a i<3J t 3l 1' x i i DRAWN BY:WO.ON,GN'. "1 (I> k.7:,' .4'L VL 1..::J..t•i(3i_..._:3l4' x..•F:..L.Vi.... \`I.\ :W, :Cj, j .s: _ _ NOTED. >v�----- SCALE.AsN -- - --- -_...- ---'- -- -- --....-- L.-51.55E TIMDERSTRAND LSL __.-- i.-4:! i1MBERSTRAND LSL RIM WALL SHEATHING SCHEDULE w� \�'�� \;;' �,^„'• �f`�' �D�' �.^.,\' /r'; UA'F25JA„JARY 2f10 L-'3 ,STANDARD F:EADERS:C>>2'410'W/ 112' CDk _..-�_::__:... _-::,-:::-'-i a ...._::::._�=ate_._. ......._._._I..........._....... ------.__.----._.._.. . . - _ .... L-- L-22 I (D 1.?S•' x::E75' t."•F TWDERSTRAND LSL SHE:r:l'}1iNG. ......`JY REL'U;7." 7S.._.........__..a._..._RE:M_RK_...___._ ---- _.,:....----._.......__.._._..--'-'---"------_..._.....__._..._. EXTERIOR WALLS SCHEDULE-------------- L-2i1:)SE T'J-d TIMHEH,lTRANC LSL COLUMN= L.-24 i 3.5' % 14' 29t: vARA LAM PSL 1/2' APA !66 C^MMUN N-7LS - o.c.EDGES AND N,?R< Si.'.E _ __ ARK _I$i7L_______ ______ L-?5 ! 3,5' % 9.5' 1:5`.iE T'[MD=4S TRAN!3 LSL.. CDX PLY !t?• o.c.INTERNEDI ATE. DI. ALL .1C!NT,l' IALi. JU!NTS DI_UKi.::t "' "-'`..� ._.._...___............._..__.._.__-_.--_. --__------ ....._.._......_..........._...................................................... Cl _! 6 P.T.POST ..... iCIA I4%4 PO L'UG'FIP. ! ...._................. L-25 1 3.5'% ,T.A%'_" :.SSE ;J'W TLMBCRS(RnNU t.11_ ....._.....................-..........__...._..........,_.........._`-_:......._.._.-...I-...._____-.._.- -...-._ .._........ - _ ... .. .. ...... ---__---_......_......._....._................._..........._..._ INTERIOR BEARING WALLS _._ ......_ ....�t2 ._._.__..._..._..._.-_____ L-2? I-5.25 X 5.5'a-E vARAIIaN PSL. ...._-_..._t..____...._.........._.......... ____.... __._ ___ -.. - .._ ...._..._-_.___ ___ _ _ .. ........ a. .... ... ... ._ 4 __......_._. ...__..._.___.__._._..._. _ ill' G":+. fn x;-'7:H' t:?:.E:R NAILS- 4' O.C.M,?X...�2.,St...a_�CRyU!�LY.. �.C2__.. ,r) 2X _° .�...� x. ._ ..._.._..____..._._..__ 6 L-2u T S.?5' X ti.Hi S' ?AE PARALLAM PSL_____________ _r^:C1+SiIJ(i� 1 C3 !(3) 2%6 f[3n ( >?%4 ______ ..t__.__.______....______.-._ 14' __ _...__._..... .'. _.._._.!___.__.__....__ __.._____._..._...__....._....._.....-.....__..._._.._.._____ 2..raC PARh!.i.AM PSL - __......... .. ___-__ ..___-_.__-_ !ou \ '-7/i)' CON ER.y4!LS O.C.MAXOR IA; FI_C4S ABOVE C4_.;CC:kE.^.PILASTER:3i i'-- KING Si t!OS $CT 1N'v U STRUC r!GN ...�_.....-i.%?S' x ii.A7,) 1.55C TJ'd TIMBERSrRAND LSL 1/2' GYP, ____ ---_-__- L.-eG t27 ............_ EACH SIDE NIL.x t-i/4' TnF=:RED SGRE'wS[ tii'O.C. IF'IRS( I.--+-_-,----___-a' KING STUDS SET IN'ti Al.CONS TRUCi!ON ___..,..__-_._._._.._..._..._-.................................. ..........y....... ...._................_.._.................-._.._.... ........_. ': ,.-. , ._.__. C4A PILASTER:3. 2< ,N .. _. ... ......... x .:.U'/;'i 1;1E 1,J-W N:MTLMIRD..SI.. j ..__ _ ....... - ......::�......t.......... _...,_....._..........._..__................._.....---.._.._.__..........__._._ -_.._.._..._.....�.__......_....._.................................... 2:0E P.T.P:?RALLAII ._ -.��.. ... _c. r___..... C7:i , SS 3'X3'X3!!G' Sr.3 ?!1DE CL)LIIMN iti.'`-0' MAX.He 1l._......._.__:.............. .. _._._..._............._....._._ ...SS 4'xb'xil4' ,l"UIIARC TU3E C(IL!.':MN tit'-^' H'.i-- --KS! - r :� NOTES .: ,.: WOO[ .;,.;;,,� < CIPENIN(i 'RE!Clf AB:i':: '4UUF & 1 >:LR { R;iOF & 2 rzRS Cq, iH$S 3 '%1/4' RECTAN C+LAR CuLUNN(1<-0 MAX.HE-;T.) ty=46KS: _ _ SEa. $:RL;CTI.nc:_NO:,,S FUR x„CJI&F..D d:-113 5....:tS AN..GRAD,.. ...._._.t .....................: •_ ^" _ _ . TITLE: HEADERS W/(2).2C`.'S 1C7:�-0' ! 1 ,I & I K ! 1 ..A K I ,I& K _- (:10FSS Sx5'x3/y RECTA\uJ-ARCOLUMN(12'-0-l.I:.x-HE Fy_4GKS2 I! NAIL EACH P1_" NI' M:.,.TIPLE MEMBER ✓•;`•,ci�•.a+; .�NEW FOUNDATION r - i:'.s:'JAILS i! 12' 12C.U.N.U. _ _ __ _ _........ .... ...... _..._ :i`..0' TO 6'-D' J L 1 K t 2 J& I R 2 J L t K .. _..I._......... ... ..........._.... ... .. 3.NA:L EACH PLY C. MULTIPLE MEMBER IiCF.Ci:RS W/(?)RO'wS 6-il' TC 9'0' 2 J A P.K i.'u&2 K I 2 1 0. K ('12:')i35' X 3.5' I.HC FAR.11.1_rA PSL .:lIi.UMIJ --_-_.- __.__---- _ S'e5 NAILS 2 12' U.C.U1..D .._...__.... 4 �',- M ' Y F' Mllll'?PEE NLMBE:R Fo-:aDE'Rs •.•/ tn>snv. JACK SCHEDULE (INTERIOR HEARING WALLS) G73 ;3.5• :<s.25' I.- PA- v1 - E:!3L- _-------- .GLUE & v .L E«I(L. S ----------------------- 12a NAILS 2 t� U.C.tl.Nw. _.._.._.__._........r... _�.._T_•_.._.-___R..__,..._-____.._. ..:4 ._.. Imo/ .._ "NN F n bL 2:LuOR3 AaObL 5.25' X 525' IRE PARgt.LAM PS: LULU"j. ........ __ ................. .. .. ..,: .. r r n'�< •_ u< C}.•r. I fv 1 WJR.BJ ..._......._............_...................... ..... - 5.z :_�,..HEADERS FOR SIDE _-A!,_D CGIloT INS ,R ............ ..3....... ..._. j. - ^ . "'){, •PLAN r •. N.M1FACTURERS RF:CI)NEPIENTS.:I.N.U. UP TO �TS P'Xo'r,:l d' .._................._..........._......._ \'J` ! 1 ___ .... ... .. o r_ I:__ -�CO .",:q }. "R MF.Y 'Y B'-'!'!°('r';.:•., 3'-0' T7 fi'-^' 1 .I & 1 K £.1& l K n.fil.. :T3!.uFm e9' G..R_ ENG.n�cR __MPuti.\. H ADL S 5,lU 5;.,i C TFiE _ ! I C:7 : ::2' m _.nllLi3 s1eF:!_'ruBE -- _ , v_.. > Hr.-:.ENS S)-::.N. ,nN .ONTRA_TOR SN9.N a,:BMi(Siv:._.L SE-__B :u •._.L._2_ &`.__i___-_K_i_- ______._______...._ 'r SNUP DRAM NGS TO THE S.E.R.FOR APPROVAL PRIOR _....__.._. .._. -___--_ ......_..............._ ':O FABRICn.ilu-N. � "" - _ CUB "X5.5' 7114BERS'TRAND TSL KING STUDS x�yERE J=JACY. ENDER i!r_AGER !17 -- --""" "" 7.PRUVIDE_1cy PLY-.1OOD 'WM A'i'wN EA.PLY OF Ex-iAGERS .__..:..'.........................._.-_..._..._._ ._.... (E?:CcPi 2 E%TER!G-< 5ALCUF!Y BEANS,. MAl'CF!IIf.:P(H ii= HF.ADF.:R. K:::KING Still)AI.(INGSIVE Or Jn(:!: i.N.t.CCi.:1:YN5 viF.TO F.F. SP•i STUD"BADE OR 8ET?ER U.N NOTE S' ONE' ,..._ .. ::: _ r:,.. : .,. .. ,.;.:-tr •> > 2. ALL GUILT UP CCLUNNS TC OE NAIL Ep'Mll1 76C 0 5"it::. H.ukc PIF..LE_rARA:.,.nM tPA. BEAMS OF ELUAL WIDTH MAY Bc :.-:_L. ,)n1" & K.N.,S ARE nSSU.ME.D 2 4 SPF"-ar.. _ 7 ,.U&!N'i TC UE M. . 1 S!iBSTCTUTC.I!(YiR MIJL.1'iPLC:.:^,. AEAMS. GRADE OR SETTER. s'''� - - a PCS CEPS S TOP&OCTTCIi, , 9.ALL 'WOUG BEANS CXPCISE(: TU VEATHER SH-1.t. UE PRESSU.RE' TR:AI'F^, > ALL JACKS& Ki\vS TO BE NAILED i 1611 NAILS @ S-O.C. P :UE',.�F WSJ?:%V�F!RP a)i J ,MCP_..TE�. Nki.D AlA.i;Of:4F.C;iCNS P, SEE STRUCTURAL NOT, SU. - � -� S. RCvIDL 3,tl" STANDARD STRUCTURAL CALLOUTS SEAL& b• /'-0 2 NEW FOUNDATION PLAN SCALE:1:4'=1-.0' � GUESTHOUSE. ,",'. RENOVATION '253 SEAUIT RIVEFFQ. " OSTERVILLE,MA. GENER)�L NOTES: Ma. : z -; - '.....__...............� hE` Wiz: aN. kCE , 1 _ - ---- r� - - s i �.._..1.LIt _... � ............... i I ; L � . AN ! t , ------ I I ir! � tla Eku® t1T V 1 NICHOLAEFF ARCFI.TECTURE+DESIGN I E' - I E•�-, 1� Ll 812 Main 6i_l IAA �• I i•I 50B.2n;293 JI t HEADER AND BEAM SCHEDULE(!) __.__-_-__.............._ i MARK ' suc ?ISRi( $CZE TL_Lai"'.:xG viI%!x2'CDX.-. (3)?x 6 ( ... ii ��L22))))) > -'-F,16-- -' = -r-- i?x12GUEST'HOUSE 1 C.. E.12 W/:/2'CDx? 'L..:t• Il3>c x '2 _ (2) .- - LVL I:"L-!5<9>:(3) 1 x 9 6 ,1>e •^, ., 118?5' LVL , L .6 S" )l_.7�q,-K:. :.8 !.1, 4WN EY. .rN.GM - x i!MpERSI'R:VD LSI. L_ (u tz5 xis TIMpeRs- vu Ls RIM WALL SHEATHING SCHEDULE L-.!3 s'IAIJDn$.D HEADERS,(3)2•X:o• v/1!2'4D% x :::_::::�_:::::::_:::::::::::�-:::: ::=--:.-:�_ R_:_,-_-::::__::-v,::..._ DPT=.E.J>NL7l.;t\'1C: ._-:.__......i....:;_._...._.....___.._.__...1._,_.......__,_,,,...._._,...___-._. _........._,S=IEATHING! NAILING RECUIRE:NL:".5...............................i....... REMARK _.L-22 1.•Y s 1!:8:'S' LSSC TiMHERSP:<r?ND LSi. ...... .._._......... .............._......_..............._....................__......_...-,_,,...._-._......._............._......._._._........ - 3.5' 1. 75' L55E'f J-W 7:1-BERS":RAND LSL EXTERI13R WALLS COLUMN SCHEDULE L-aa i 3:3' Y J4' 2.0E PARML^-.?'%SL Vc• 11A i6d i.Lltf.:^n YAfL.S - L' c.c.EDGE'S AND ucYK... SRE :.-Mt.RK S:Zf:.... 3S' %9.5' 1.55E TiltpfRSTBAND LS!. CDX PLY Ili' a.C. INI ERME'DiA'E. BLOCK ALL JOINT$ 'ALL JUIN1'S PLLICKEU --- ----------'- --- -- ---i .........__._.,........_._-_.__._._..._.__.__._.._..._.-__..__..-_....-........._._. .•_-___.._-._ ._..._.........____._..._.............__._.._.................. 1.-2ti ,.Say. TJ- TIMBERS L.S'L _...... ...._-,.._._.___.__.__. Ci �xL P.T.F.. .... C'n__ 1 4X4 ?OSI._DUUG_-c 1_...__...-._.._.._..._ .._'::"....._�:.._'.::.:::? i INTERIOR BEARING WALLS •_�••__-..._.......__........ -- - --......_.......---- 1....27 5.::^I. ,(:,,::a.0c. .............._ .......................i.._...... .. -- .................._........._................._............_._.........__.._....---- .,. ' _.PARAI.(.nM PSI.. ... .._._...._. ..................... ._......_..:..._....................._.............._.................__._......._.........................._................_...._....-_......._..._ . t-71n. COOLER NAILS - MAX _ ---.._._..... _ - ........ ........._.................. .. is?• GYP. 6d ... ...... iL°C 2X6 :.2n- :P) 7"t_t L-2(i 1 :a X 11.875' 2.i71: P,ARA!_A:M PS(. COOLER ........ q' O.C.MA. ;R IS!'FLOOR ONLY ,..-._- ___ .. ..___...._....._.__...___....._..._._..__._.-_- _._-___......-..._......_-__..__..-.......-.........-.......-..__......._.. E:ACIi SIDE „i-:3)2X6 C3A .. C3f aX4. .....!... ..... 5.2'i' :<14'2.UE PAc!ALLAM PSL .-_____..__....-_ L-30 <_. :.7J x. M.D75' 155E T_W i'INBER$iRAN'D LSL «d X 1-7/a' COOLER NAILS -7' O.C.Nnx OPEZL FL.00R3 AH(ri:E cs :rnRNER PIi.A$TER:3! 2'x6'K!rJG STUDS SET IN"ALL CON$TRl!C?inN ......._..._-„J..:.._........................__.........._.._........._.....:__;,_,_,_,_,_,__._....___....:....___:....-_-....._._.__.......__. EACH SIDE� x. 1-1/4' TAPERED SCRCWS PO.C. t ERST ____ ______-_ _ __ _ __- _ _ L-31 CS)1,25' X 1i.875' ,.._ r ,2`C ---------„_,,,,,,,,,,,,,,,,,,,,,,,,,,,_----...._ sE J-•r SIMBG.>.RD LSL C4A �CURwEa PIi.nSTE Si/ 2'<4' x(NC,•SfV(!S,l'Ei IN'd6Ll CONST4 T:=N ...._-. -_.......... L-'s2 (_' 1.75'x 1!.a7;i ?.GE P.i.PARAL.L=;n : ....._--__...._. ............ ... _..............._....._._.....___.. _..............._................................ L-33 3.5' X 14' t S5E i!r'HERSTRAND LSL •---_.._.._._.........-.__......_ _.(-•IhSS 3 X3,f,./16 5.7.TUB_ :.UI_J,_N.,.. C ._.l.t.i. - tFi .KX _-___....__._......._._.-_._.___-._-____.______.....__...__. ___- JACK SCHEDULE <EXTERIOR BEARING WALLS) r.'T�>'I:�• ,'• _..._._.._..-_.__.__.._.._....._.__..._..._.,__ .- w^?= F W. P- AND 'P �r . SOU STRUCTURAL .............._................_........................_...._;__.._____.___............_. C9 „SS 3•+4-XI. C f ...._....... E. NA.. LALN._Y G :JLllr'__ ..J4pER dEAD_RS u/ ,2C ROoS ... 1U 3 D ! a 1 K 1 _a K I d 1 K --�-- ----..._........... !Ed NAILS< 12' G.C.U.N.O' 3'-0'10 6'...U' 1 .i S : K _ ?a i K I ' CIC JiiSS 5'x5'x3!!7' RL:CTAN(iUL,AR CCIWMw!^:-!)_NAX_l9(.IG;.lij...t....?46K$!..... ..•... i 2 a i K I---. «_. .............-.•___._......... _ ._ •,r.'�•".A o�'G;;:•• FIRST FLOOR FRAMING FLAN 3.NAIL.EACH PLY , MU'Li1oLC MCMBER HF IIERS W/131 ROVS L•-0' 1"I 9'-0• 2 J a 2 K i 2 J a 2 K I 2 J a K Cis"1!'X 3.5, 1BE PA:LLAM PSL•COLIMN r C13 !3.S' X�25- to PAPALLAM,PSL COLUMN 1 jV 4.GLUE a a:L EACM PLY of wJLTiPLE ME i/(E)RCIW,N' JACK SCHEDULE (INTERIOR B ......... (. - _ ,: MEMBER H_nc^rl FARING WALLS) "..- - - _ ut .. .. .. ...- - _ .. PER - ...,. ..._._........._......__...... _14 i' Y .i.. - �.BE'L7 MU�;!.+LF LVL MEt.D-_ r N:NG II r_,.,.i nDl1v! 2 FLOURS :D.Jv[. I,..... __...._..._........................................................_... ................ S FOP, s:D_ LuADED cc.ND;T�nNs EX ......r....- _-___._�_..___ ._. �• ',(ty .::`'a wANUFgLI'URCRS REUUIRL7?EHTS.:J..4.0. UP TU -0' 1 .1 d < J"'y"'j'K.__ F_..__....____..._._ 6.PR?-ENG:NEERCD COkPOtJE'!'" t_F.D RS MAY BY SUBSTITUTED FOR THE 5' TO 6' 1 J a i X ? J R ) "K ----'- - y!n.L'Uw' FiLLCD STEEL TU'oE COLUMN -•-- •�'�;'4^ '15 Vit;_N. S?..,�_ SuS,,,. SIGN_. a SE<_„p 6'-0' .0 9'-D' ( 2 J a 2< _J a 2 { _...__ - _ ___-_ _--__ ....__._ "i7 $:t!° DE.tW'(N':S TO T 1.!>: S.E.R. _. 'n'„ PRIOR -...._._.........:..._:::.._......__.........._..._..-......_.__._... ._. ;U. FOR APPROVAL R'_R f0 i"ASRICA':TON. ,._ 'DE ..._ -^_....- ..•.._e,.. .. _ i .._ CF:.PLY U'r ., W?k.RC. ,:"JACK 1.!N C.R He rt!;cR .G. 1.•_Y,,1.J '!w0}„R_..RAND 'S'L KLVG STUDS- - 1 ..T%RUa:IDE:1/2'P!::'.;UiIU SH::? H'1"•✓JJ Ex HEADERS _ OF ..__.._..... ___ ...._.._ ...... _... .................................... ..................................................... (EXCEPT P, EXTF,RIMR BALCONY BEANS).MAT(- DEPTH[IF''riEAIIE:R. � K+-K!NG STOOD AL^?IGSIDE JACK I.ALL(:OLU:NNS ARE TO BE.,PF���STL!D GRACE CR SETTER UA.C. wpTES S.ONE PIECE PARALLAm(PSL)BEAMS OF EQUAL W'iDTH r.LSY BE ' 1.ALL JACXS d KINGS ARE ASSUMED':'O 5E ' j, ALL BIA.T Ur^:x.U4N5?C Fir.NAItI:I;tit'IN !6d t4 C.C. Ex4 SPF-Itr_ A51J. $uesr*-ED FU..e.11VIAI LE L"•'L BFrtwS. GRADE.0R BE'TER, 3.STEEL^LUitN$T ?E isyUF. TO AS IA P 9,ALL WOOD BEAMS :XPOSED':T_''WEATHER SHALL BE PRES,SUPF.'TRr4 CD, 2.ALL. JACKS R KINGS ''O BE NP.!Li.D a'! '6d N<;LS Q 3'^^ - - - 4kTF.S.f:t'E4U,t.L..T� ;&OJI F. 4.PRO"AGE UPPUSING iAIRS Sib:PSON LCC ` M. SE F. S'TRUCTLJRA1. NOTE.5D. ` .'.•.. t,PRCYIOE S/8•X5"X5` T.OP 8.EiCT;CRi PL. •(h�JE'C71)NE sl 1 STANDARD STRUCTURAL CALLOUTS SCALE:1 4•=,'-0 2 RENOVATED SECOND FLOOR FRAMING PLAN SCALE:1!4• 1 O' '- 1 ) ,.GUEST-HOUSE RENOVATION"-, 253 SEAPU TI RIVER RD. OST'ERVILLE.I41A.�> -. .. , GENERAL NOTES: RILR.'.,OCR JOB w'ri g T r,eY.LOOK.13DT .Ti etO �io®re�o a n'c j�.�i� i ry aa,u•toe av ����7, �E .�_ I ; `'`•.rY/eA.�eryc+_Lt..i m� ! rosy u..+.riL.r coa•axa u '----- _ - r- i_ -_.-. __.._ -- 14 S i �II�:.....>......,......:..e.....»...>-....>..� .. ----_ -_-------_� U,me}wi!ia. i a-- . .Ilr - ----------- > •W .,PeGL. 55.5E \> D µ lJ �II ------------ :-v.•L,n. .n ' �',. ----------------- 1 _._._. t... .;._:..._. I i 11• IF Ja.TTa w oc'To ac.u:n. _ N!CHO..AEFF , r ".II i coHrpecicrt To•TnnT a _+ 1 cernn':R To vez �" i __.._ c•L,,,�ti_ ARCHITECTURE-DESIGN eT ta.oLma•, -'---"_ u _ei.oPriPon_._ .___ --_ E( � ` xi nk _ .5.5.....5..E ...5........5......5..E AJ HEADER AND BEAM SCHEDULE"' - j ................... ....... NARK i S12C ;Y:P.RK Sf.TC .__. _ 1111. _ _.___.-._.._ PFJ,n;r'�JNBCR f.L. C+l1EaT>ICU..-c 2xG W/ ir2'CDX P -I_-77�') [3) 2 x G ----- ;.-3°-)I (2)2x10�•/ .2•CDX PL, L'�?'OI (:I>2 v f; ...__.._.........>._...-..._.._..._...__.._._:._-..55...5....5..E_.. _._._.... ... r NUMBER.. -3A I (1)_'x72c;!)'<)) 2 x 10 L 4 '); <c^^?2xf2 W/iJ2TCLl i.. -_..-.A..i:T....<C i_c.%_. .__.`.__.. L-5 12 2).i05 LV_ �L-�,7 '(_3) 13/a' 91/2'L-IL Oagr:fd P..Y:o"o,0:.rm (2) 75' x Ii.8?5' L/L ! toy 3/4' a 7/9'L.vl LVL _ L-!7TT(3) 1 3/4' x.14' L.JL_ 5...,..A_'xCil:„ -_. __ IF!.7:i' :<i<' 7.55E .NBERSTRnCIII t.S1. _!°....._i_if$ WALL SHEATHING SCHEDULE VATE:sJf ,'JIY zo:a L :3 I STANDARD HEADERS:[3 2 ID 1 1) .-..5E_5...5......_............. ...__.._.-...5.5E_ _-_ 1 .._-.__...__._____.._...._ SHEhTHINGI NAt1..Ii:G-EDUIPE NFN7S RF_N+<. 22 CI) I.iS - 7) 5� TIMH STRAh L __._-.__._.. ..-..---._____....___.5.5.E_5 K.-...__.._-_........_._..._....._...._....... .._-._...__ __-_._-_.._...__..._.__-...... -..._._.-_ COLUMN SCHEDULE L-23 1 3.5- X '.5' 1S5E'TJ-W TINDERSTRAND LSt. ....----..----.---_ EXTERTCIR WALLS - _--._ _��_ ......._...._......._...r._'---.'------' '-a4 i.5' x lA' c.._PARALLAM PSL .. A=A -- - MARK{ i!ZE -.. 1 M22%._.. ...i!ZE _ ._.__i G r :r 2' !6tl COMNEIN NAILS -6'r.,.c EDGES AND ___.- ___.- _ - .......5...E_5...5. 3.5' X 9.5' 1.55E T!M3ERSTRAND LSL ^QX PLY ">' a.c. 'NTCRMEDTATE.. BLOCK ALL JOINTS I•. JO;NTS BLOCKED ......�- .... .. - ....__..........................-........__....._............_................._......... __.5 �:_ I`LL .-_..___-.-_.___.._.-......._-__..__-__.-...-.._.___......_ _.._.___....-..._.........._....._.. Cl 4XS:',T.POST i C.In 4%4 PI7ST...11[i:iii...'.IR j................................ I - X Il.d'75' 'S`C T.)-W TINDERSTRAND LSL .............-_...._.................__.___.,........_........_..._8.......R._...........,_................_ -.......__._.-._....................__ _.. ..... ............ ..... _...........-....._. i INTERIOR BEARING WALLS ...� .._.......... - -- -......._..........-°, :. ., ...... .... ......... ............. L..2ry �....i.£'S' x 9.ti• is DE Pngnl.t.AM PSI_ _ ,,;,, P. ----- - -,nt c,------- O.C. ------_..__..._ ...2s<'.... -----..�_c."A ......5......5....5.E 1-7/8' _____k NA!LS - a. _ MAX...i± 1ST' L-2d 1 5.25' x ILE'%5' 2.0E PA4e:LLC.M PST_ -- `� .I5tl' C3 '(3)>Xe i CIA ':[3)2X4 ' ._..__:-_.....,._..-...5...5E_5...._..-__-.-.-.-. EACH S;_E I - _ __ _ _ __.....t_..__..___._._.............. _....___.._._....-..._-.555.............E_5 L-29 5.2:.i x 14' 2.OE.PARA�AH PSL .............................. ........_.........._......_..._._.-..5......5....55..5...5E_..__..__-_....__-__ - ..._...._-:........................_.........._..........................._._.................._.............__..................._..........._._.......................... !/2' Gyp. , r X .. _ ABOVE: C4 COR4ER PiLASTE4 31 2'x6' KING STUDS SET 1N'=ALL CONSTRUCTION _ iLE'75' IaSE 1.)-':'i'<M NfRST:7 ....Si_ IGd 7/D ,.OGLLR NAILS-7' I:LC.Mn. ,:R 4 L FLOORS AB�V_V ..........._...................-........._......_..._...._.._......5......5...........5..........E x (H 1[DT:UJO 1/4 A F RE D SCREWS P. 12'O YST '-.-._...-........-... _ .-__-._-._5.....5....5.E_5.-__-..__....-_ .__...._'-___-___......__..-_........._......55....5.......E_5.......-.._.....__.55.E_5._.._.__ _ x - .. .L. tt,d7" " En' , r:. C4A ICOR!:�R PILASTER'3/i?'x4' KING STUDS SET IN'_rt i. Ctlry'Sii;IC T!C!N A. . ,i LIE TJ-V R!MEOARU LSL ,__..._�.-.__-_.-- .._____�_-.___.._-....55...E_5_..- ^a (:> !,75' x 11.E75' 2AE P:T.PFl4'ALLAM ..55..E_5_ _. ._. ...__.. _ _..._. s)II1SS 3'Y3'X3,r!G' SG TUBE CLi:.i1MN.12'-0' MFlY,.HEIGHT.)Fy=46 Y,.S.:. ......_....__......_.._....._.........................._...._................_........._..._......... �_ C?1 14' LSSE TIMBERSTRFND...LSL -emu' _...i..__," --B -....._.............. JACK SCHEDULE (EXTERIOR BEARING WALLS) c8' ..SS 4 x+x!/V SOUARE ,USE ceL wJar-D NAx.HEicMT, F)•=46rr, ----'-------'-'----..._._.__....-- NOTES+ ._.__-...55..5.5E .-_ _ _�__._.-._-.5....E_5.5..___....55E_5......__.5..5.5...E_-__... __.------- .�. .,.. , __ - ,,::I - acr:c ,. OPENING ROOF ABC`/E RGCI'6 1 Ft.R RO:^.F 6 2 F':_RS 1'9 HSS 3'Xa'X:i J' RcC i.1NG!!_F:R CO(.........................................MAX.I.SEEFORWOOD - - -- 'TITLE.:'* ........................... 2..NAIL EkCH FLY OF'MUL'!1PLE ME"tBFR H•:AII(:R.S''=/ <2)R WS UP iU 3'-0' t J i I Y, ! I J 8 I K ! J 8 1 K CIO "SS:5'x5'x3i fi' Ri:Ct;'.tJGUa.%:R C0IJ:HNtl2.'-O.Mnx�HF::OHT) 'y=46KSt ;✓yyi J'�-v„;`•�' 12d NAILS 2 12- CC UNO. 3'-0' II' G•...11' I .:8 I K " __ ,`. ..... ..--..._....-.-._........E_5.5...5....._ SECOND FL06R FRAMING ol 3.N �fAC=PLY - L_ lU 9'-0. 2.)8 2 h 2 J 5 2 Y ^12� X i.5' !.EC PARALLAX PSL COLUMN ,-___.....__._._......_........_ OF MJLT;PLE MEMBER HEADERS W!'3`ROWS L•0' r ! 2 J 8 2'Y, __ ___ _ _ _______._...._ �yt « LAN '2d NAILS E 12• ill.LIN.O. :......-......5...E_5.5 --_-_._�...__.._-___....____�...___..-...5.5E_5.._ -.._-.5.5....55..E .. ....-_.....-. -...- ._ _.. _ r MULTIPLE c ur c•+ 7 C13 ''G' X 5,25• 1.8E PkRALL?'"PSL COLUMfJ... ...........__..._...._.................._......._ 4.GLUE 8 NA,_ FA_n PLY O. ) L. MEMBER __..._... ..-.................... . ..JL:.P _ r,_Ae,.xs H/<4>RGx, JACK SCHEDULE (INTERIOR BEARING WALLS) �.....;:.................... ..... .............. .............._.-............ _..... ...._........ _ - - ._d Nn!LS P 12'O.C.U.N.O. -' ,.,..-' .:T - _� Y. ,.c., 1.8L ARt,LL PS: _LL'MN "I Q LN:NU 1 f,...'ADIJvr_i 2:':.:::)RS :.3_WE: ..._......_.__...--_--_ 4`•`�� ... _ C,i �., a•.... ... nN C 5. SOLT MULT7PLC LVL HEADERS FOR SIDE LOADED CONDIT'UNS PER ._. -_-_---._ -_._..__..__..._.___. x Y h,^ ,t ' MANUFACTVRERS kCRUIRENENt S,UY.{7. I UP TV 3'-�0' 1 ,I L ! K J 8 1 K C!5 TI. 2'>:G'%:/4' -„ F,.PR!-.ENG!NEEKED"i? .n - T 3'-0' TO 6-0' ! J 8 1 K J 8 i K TUBE CO_.uMt_..- .............. 1 I COMPONENT READERS MAY BY SUBSTITUTED FOR HE. DiA.CON(.Ft-LIED STEEL. ( �n9 HEn L....S SHI7Wy. THE CONIRAL-IOR SMAL(. SUB":' SIGNED S SEALED i 6-0''rU 9 0 2 )8 ?K 9 J 8 d X - v... -- SHUP BRAWIIJGS 117 T'HE: S.C.R.F{7R APPREDVAL PRIOR 'r0 FAPRICP... 1 'WHERE -._DER HE..-._..._....._...:.___.-.5...E_5...5_...._.._._.__-_._-_.-.. - - _5..5.........5...C2D-1.75'XS.+'...::MHERS"RAND TSIKIN(i STUDS " ..i_RE ,:-J:1LK UNDER HEADER 555E_5 _, ,.PRO'v IDE I/£• PI_yWOUII SHIu :7-rVN EA.FI_Y OF 2x i{EnDERs _ ..... 5.555.E.-_____.._...._.....-DE.........._.._......._____._.............. K=KING STUD ALONGSIDE v JACK ... [EXS,:PF P EXTERIOR Ek!.FGNT BEANS).MATCH DEPTH OF HEADER. -` ^LUMNS._�I�L '0 UE SPF STUD,+JAOC OR OET fc'P U.N.:. ` - M - i NOTES: 1.AL y P COLUMNS'IT:BE. NILCD V4111 IEn 0. O.C. 8,ONE PIECE PARAL!AH(PSL) 5F:ANS Ili'L'UllnL Y!Uili M:;y BE j I. ALL JACKS 8 KINGS ARE ASSUMED TO BE. 2-1 SPF-h2 A' ') ::I:L'!'!: ,CLIP.. SUBSTITUTED FOR MULTIPLE I.VL BEAMS. GR,r..DE OR H TTER. STEEL COLUh!NS':^.6E Mk UF. TO ASTl�i ! `' :.PROVIDE OPPOSING:AIRS.:MPSGN L t. E I'LAPS tUP s 8tifi'JM. IS 9.ALL WOOD BEAMS EXPOSED TC WEATHER SHALL BE PRESSURE TREATED, 2.ALL. JACKS'F KINGS 7U HE NAILED�s/ i6d NAILS 2 E'O.C. s - - SNECTIONS 1 � 2 w 5!-C. SiRUCiI)Rf:i..NOTE I F<;P h E0 cm PL AFES.VFLO �LL C0:' STANDARD STRUCTURAL CALLOUTS SCALE:,;A-= 2 RENOVATED SECOND FLOOR FRAMING PLAN _ ;GUEST,-HOUSES 'RENOVATION ' �2535EAPUIT RIVER'F;a OSTERVILLE MA'as.:" W V i'.,. GENERAL NOTES: ) _._-.-SSA.��..1,-_g•v,u,e�Mn�- +• T•rcwmsw:>.m.`tp.•:xt.Sewyr r+c _ , Cfl'. ••/VS.^.O> i8.0 � •.ax�napH u+vamrt.n.ewrne.a wa.e. 22) a a-_ .�f..x-sea o„a,'.nee norea •••:•,.,.•�: : j' .-_ ..... ... rcu ,na _ py ---_....._.........- - -..-...__.L�_ ' _- 1.! I` I : : I, !! I _...._ A" _ ....f."' _ ro t L, ! rpu!r i ! i : I .Vi ._ arx v J !r.cE ! i i I ...�._• ' l. lY...f •xe oa i/i i !d Q �'� • iln l .: ewa:tovav m.a•x- � i f. IP !"r! .' .. t I :it i - --- - ,awtx i_:• - -- � ( -:.... I I : 'I_."'..............fn'� .. .. _.....:li. ! � ! I.. - I ''' f9} •.%7 NICHOLAEFF ,Ie I ! : biaM lnuA � I- 4 ARCHITECTURE GEa!GN , : ..f110"a6a: SO8 a5057.919 •. i ! \ I i P SOt.:2021.20 1. ! l ; ! HEADER AND BEAM SCHEDULE' MARK r SIZF Mn!c..... '-_ SIZE -_!;•> t2)2x6 r/ SJ2'C!ix P>. L-11e_x 6 _ _ _ -.-_..- ___._..-_._ ___ ... 1 ;=3 t-:I t2)2xE0 iiJ J2'C I;X PL. !_-32�'�`t3>2 x !).-..._.._..__._.T. 3A I C3)(?:t i2 I !_..13:.) !(:7)' x i0 '...!.._Q')axi2'd ±/2'CB%-PL-. 9S'L VL ._C.VL_ i L-C•-7a� (2) !,5' c Il-a75_LVi. ,^I"ib 0 !::!) t 3 a' r. I!.?/F,'1 V� C=U+.tr4W BY:CaaO,ON,OM L.-7 1_:) 1.75' x 14' LVL L.-!7"3 C3)1 3!a• x !4'I_VL i !! L-9 I CI) i..'S' X la' L`:SF. 71MDERS'rRAND LSL � SCALE:AS NOTED .. .. ..........__._... ±.i:5' > !4' 'I'Iu�:::icST_RFk7 LSL RIM - WALL SHEATHING SCHEDULE-._ L-13 STnN ARD'r!EA......C3)2'x ID' Wl 1J2• CD% _.....__.........._. ___ - _____ _ __ (J:,7ti:6J:+NUr,.Y<0)0 L-22 Q) i?5' x 1±.ti75' LSSE TIMSE.-<STRnN!;LS1., "-�-` S!_STiiINL•; .__- IJ_LLING_REOU±R_HEN:fS RE:u_?RK _..._-.__._........._...____...._-- -- ---- .-____ -^? x. 7.5' iSSE T�•a ttNBERSTRAND LSL EXTERIOR WALLS COLUMN SCHEDULE -Pa X PARA! T" '--- __. :.... 20E .L_AM PSI. •-• ...._..........._.:._....._....._._... .. ..._..___.,_...._..._...-........_.._...........-._. :D PLY 112 io.c..uUN kAiLS - G' •• EDI;E'S AND MARK j SIZE i MnR:t i SIZE :i ! 3.5' x 9.5' :.55E TIMDERS IHANiI L.St- CU%PLY 12' ^� IN'i'f:RMF.:IIIAT(:. SLUGY, AL1. ,lUlk'i'S ni.L JUiNT$ B;.UCK!:i; _ _.___ __ .._.. _.._ _...._........__..........._ ................._....;... -._. „ __................................_..._....-_. ..___........_. .. ..... .1%fir POST iC±A :.''Kn._PI7S"' DUUG..?'±R-«--. _._....................................._. I I....P6 ! 3�5' X :!.97... ±.S C. T,e i.MDLRS:FAN.LSL _._._ _ _ ............_._...._..._ __............... ___-._......................_........... _...... . ...,,,..._._......,,__,,,,,,,,__„_..._,_._._._ i INTERIOR BEARING WALLS_ i �- _... < ,-' nn- a ,. -._......._........_.._........... _� 1. rJ I ...25 X 9.� _.,,r_PF:Rn�ln..PSL ._._^._.-,-._.......-......_..........._ .. -...: ___ __._ C2 <2)2Xb ?A i..t21- ---... __......__.._._-.._............-....._.__-.._._.__.. -...__..-..,_. --._._..._-__.. ........_........_.. ... t/c GYP.i6d.x l-7/U'COOLER HAILS - Ui;.ESA): i2 IST FI..II7R U:'JL.Y -_ -_-__......_.._,__.. .._..._.I-.'X..__...._..............__._._.._.. L..2°_ I 5.25' ): 11.8'JS'2)E PARALLAM PTL .-._._._..____ EAC>;SIBE (3)_ 4 e ! L-29 S.2`• X la•2.CiE PARnLL.a.M PSL _._..__..._ .__......._...�.._...____._-_...___.__..__._..__._.___.1--.._...._-____-.__ ( .. ,P. rY , ... c _., PILASTER. __.. ...' ,.. :". T _._ ...WAI.. N'Tr:r•S!,..: 1,,, +P,�o x I /o COOLER NAILS L.C.NAX CRI ni.1..FLOORS .A.5UVC C4 CORFlER o_ASTER,,./ "b KING SUDS SET IN .L CI7 S .v4 11.D75' :.SSE iJ-V TIMBERSTRAY.i!LSL EACM SI fH +-: a - ..... ,,,......_............._.._..__...___..... D.N^. n ./ 'TAPERED SC RE vS 1? !t riRST .._'-... '-. . .. O V.V� x ii.h 75' 1 sE ^+iM61--R:1 LSL -' I' C4A C.CIRN[H,r•_ASTER!3/ 2'x4' Y,INii ........ SET IN WALL CUkSTRU:i i(.ti.. ........_........._...._.............. ..............._.............._ .,r�r !..-,{a? ti')i13 x I1.875' _'.JE. P.T.PM1nI.J..:M ! _........ __ .,. _ _ ___. n.. .n .....:.....:._.__T....,.,,.....X_14_..55E .............._..:-......,.._..:.:_.........._.............�_................._.......... _- __ 3'X3'%3.'lC,' C(). 7U..L__.... Cl2''_r Mn;C...EiGH T.)c'y-a6 K.S... -................................_._..._......_.�.-._...................... .... ..... _. (:7tU IHSS __ __ __ _NOTE _5_,,,",14' iGsE T:MS_Rsrenn!,:.SI' JACK SCHEDULE (EXTERIOR BEARING WALLS>. - -..- ..--...- NUTF.S: -._._.___--.......... ._. CS' ;!._"a a•x.'x±/4' tiUUAHi_'!'LIRE CU....(12'-D' MAX.!i_(G!U) :y=46KSC __-___.._...._..._ ',,UUD SPECIES ......PENING ROOF ABOVE I.-auu� 6 1 Fi.R 1 ROOF 8 2 FLRS..SEE STRUC'TUR.=.L NUTES FUN RECU(RC.it _,,,_ n:JC C:RAIi[:. _., -__ ____..___„,-_„_,____ -..,-„__,,,,,,,,,,.._. 2.MAIL F:n;;il PLY OF MULTIPLE MEMBER HEADER' `�/t'+ �-..-"'.---'.- __ __ _____- _ ____ _ �. C9 IflSs 3'X4'Xl/4•R.CTANG:i.rtR CI=�:?;1lT2'-�;'GAX.4E!Cnl; Ty::46KSC c)ROTS I UP TO 3,_., 1 fi I K ! J S 1 !: ! i J 8 < '-_ _-......._._ ..:... .... _. .. ,-_. -.._A ...... TITLE: Fs. 72d NAILS 0 12' U.C.U.N.O. - S ! r ' )'x5'x3/(!'^RECTANGU_AR COLL;MN(?2'-O'MAK•�C:GHT,F = 6KSC r __ _._ .. !3'-0' TO E'-0• ! J s I K 2../s t K 2 J e ! - --- _ ---- -- - -- .... -_.___..._,..,-._._.__- ,„ROOF FRAMING PLAN 3,t,A:_ EACH PLY OF MuLTD'_r„MI MBER f!EADERS'W/ t3)RG•.'S C.-0' 'TU 9'-0' 2 J !s 2 K I 2 J's 2 K ,1 8 ' 0'ta''GS X..3.5' E.dE...PnC�nL LAM PSL COLUmN.... ,ri =•'!'�i9:ti..• C _ .n, . , I 2 C:•. , :20:.AILS @ :2 _1 C.UN.G. _.............. .A..._.................................._.-._._..............._._.............,_......_....._,-_..------,,,_,_,_ ........._._._. . ....... 3:i/ Ct: :`\•:c^4 [ '.# .` 4�a a (it. UE S NAIL =-C P,; H ,. Ck3 3.5' X 5.2S...'.BE PAkA LAM PSL COLi.M`I .,H Pi OF F!:,LII L[ r.E^!Bf'R FADERS r/ .o RP-•S JACK SCHEDULE <INTERIOR HEARING WALLS) _.-....._....__._.�. - ._-....._......._.,._.......__ _...._.... 12,1 NAILS 8 .-.._.. _ _..__....._.._.. ....._.____.-..__._-....................T...._-__-.,,_-___,_ r. __..._.._...-__ ').2!S' X 5.25' 18E PARALLAM FSL CC:_.'iN i a 5. BI71.1 MUL'TIR.E LVL HEADERS FOR SIDE t.OnDED CONDITIONS PER OPENING jl FLUOR ABOVE;::FL(I[7^.l' rtBUV-I C14 i _"- -„-----. __...._....._..___........ _ - t!ANUFn:;TUR!-_RS REi:L!RFNENTS,U.N.O. UP TO 3'._0 ! 1 i-_I, 1 J 8 ! K ..._'__. -___ [iS 2'XC•'%1f4•..-S C15 PRE-ENG'..NEERED CUMPUN-'.NT it MAY 5Y SUBS7I7t1'F..D r'i:!R U+E TO 1 J fi 1 K 2 _ ............ ili.11!U2-_...____...._. �� m o.M[ADrNS S!r:3WN. ?!?E CI7!IRA(TUR SHALL SUBMIT S;Liti7ii S ,l'EnL.FD 6'-0' iU'>'G' ! 2 J S 2 K I 2./8 2 K C!! i3-i/2' :?.GUN, f[L!^.'r:O STEEL TUPE COLUMN ..................................... .Gy SHUr' DRAVI.15s T'17 'iiE SE.R, FUP, APPRUVA!.. RICIR ?ti FABRICA7IOpy ......^-_ .:.............................._ I _...._..........................- -"""-': 'ss TUBS-- y ..._...... `'...._ .... 7.PR!-r✓mE V2' PL.YWCiCIII SH6•t B'i VN EA.PL'' OF r'..x!iEF,�CRS , bHC.f1G .1=JACK :Ni;F.R r!c.n:r..H Ce0 i:J,r x,.:,, ?IMBERSTRAKC TSi..K!kti S _ t (EXCEPT @ EXTERIOR BALCONY BEAMS).M41CH K=K±NG STUD nLUN6SiDr^_F JACK 1.ALL C_....-_.__.....__...........__.rLA(I[:R. - 1.ALL COI :MNS ARE TO r,7 o F$i::C CRACK OR U;ETTERN.0. •: NOTES: o 8.UNE:PIC,CE PARALLAM'PSL) SCANS CF FOU, 'WIDTH-Y BE 1. n JACKS S KINGS ARC ASSUMED IO SE 2x4 S?F-02 2.ALL BUILT L!P COLIIAfNE iC 3E NA!LEU t A 1F.:1®S G.C.v SUP.SIT!7UTEI) FOR MULT!,PLE L`iL BEAMS. GRADE El BETTER. 3.SiEEI CCLLr4tc5 TO 'fn ASTpI A513. ^ a.Ff?i7�i0E U'POSNG PAIRS SIMPSON LCE4 PCSI'CEPS "v i0. l.-Bt)T'TOM. ).r•u 'dGUD SEAMS EXPUSED TO VEA7'HEIi SHALL BE PRESSURE 7'Rc:ATE D. 2.ALI_JACKS i Y,iN,:S TU DE NAILEU rJ .bd NAi:.S 2})-1;[ S.?P.OV!uE 3/3"%5'%:�TbP a•9CTTOLI PLA�S.5t?:LD A!.t.Cih\91ECTCM'> SEE SIP :'JUiE Si. STANDARD STRUCTURAL CALLOUTS SCALE:114'::. 2 RENOVATED ROOF FRAMING PLAN SCALE:114'.=:T'-� 1 GENERAL NOTES . i 1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED WORK AT LOCUS 1) LOCUS AREA IS COMPRISED OF r 7 / -� , ASS SOWS MAP 051 PARCEL 002 « LOT 1-0 (LAND COURT PLAN 1535111 - AW 29, 1939) LOT 1-P (LAND COURT PLAN 15354N - AW 20, 1939) 13.3 \' __-_ ` CERTFiCATE OF TITLE: 78/22 - - �C i 6.?_ APPLK'Mf f ML OCEAN COAST CONSTRUCTION U/P (r•io ) Yl�i N1 \ ! �� I LEDA ROSE LANE \ Z MARSWNS MILLS, MA 02PS j \16.4 V\ (L 3.) PRLYARI'BENCMMRIC : NAIL SET N U/P f21, 1.2 ABOVE GRADE cr \ !- „� - 18 PRQECT BENCHMARK: RN 300 FIRM MAP 250001 MIS D `�° 4 1 Sr U CHISELED SOIANIE ON CONCRETE BASE OF ` 2 Ap OR y 15.7 \ z TRAFFIC LiGHT AT NZ CORNER OF BRIDGE Sr AR 7 MF.N T \ �/� S DRAwBRDGE EL 19 33 OM 1929) > PpS_ / O �) ZONNG MFORMATION r qi L 76.66 r � 4 __ _-19 w 3 ZONING DISTRICT. RF-1 (Rie�idential) PROPOSED , \' - N LIMIT OF WORK 14. `, ic- �t 5.9'-- TIP. RPOD AND ZOC \ vEg DRY ti'Ew '; ; /A � o� MIL�wuM mwINc REoulRawarTs i! e A O ' MN. LOT AREA = 2 ACRES PROPOSED CA RA GE 2 %�11� AAN. LOT FRONI•AGE 20 Z$ 5 / FRONT YARD - 30' SIDE & REAR YARD - 15'/ 15' ADDITION wNL LOT wNm - 125' �19,8 ,'' p.3 x\20.9 5) A TIRE SEARCH NIS NOT BFEI!PEiQFI7IliED FOR 1HlS 511E F DETF78/fm \ TO!1E NECESSARI',A 1TILE SEARCH SHALL BE POFORIED lTY OTHERS i ! ^ = f ,. _ % / 0.9 f ,,�2 tl.) THE PROPERIV LK/�R MM SHOW IS BiSED ON CI�?R AVNIABIE RETI7RD % r �„ a k15.7 r -r1 ! irr ROWN OONSISTNG OF PLANS AND DEEDS. \ ' 0. cp �j�o \ '1 0Ilt- `r i'I CESSPpO \i ` THE ExLSM FFAIURES SHOWN HEREIN WERE OBTAWIED FROM AN ON THE WU D FIEiD A2-2 p 8 n 4, 14?�,• 6� C0 %jr�l�y ; i % )� SURVEY PERFOIIrED BY BAxTER NYE EIN6MEETING#SURVEYNNG FROM SEPTEWR 23 A2-1 DERGRO ND 16.� COVRBDCE f' I THROUGH SEPiEMER 24.2009. / !!- / iPOt7���� r'` \ ROPAN I / ;P�f �ARp .5 J / \, / EDGE OF WETLAND RESOURCE AREAS E'SPaRIED Ff Lag MwDOWD OF WIER NYE x 10. 14,5 \j ••..+. c a L- \ / �( 21.2 ENQNEERW a SLOVEi'Nr6 ON SEPTEI ER 2.% 2009. ` 18.7 A2-3 �= �. 24-1 ' �- 7.) OOAMIUNiiY PANEL NUMBER: 250001 0018D (7/2/92) g _ / � . cP 50' 13UMR � f ��G'S' - 14.4 ; x � �/ � i s � Sri ps 20.8 ` �"� / �j � � THE FLOOD 915 WICE RATE MAP OEM iNS AREA AS ZOO AE; B AND C. • /' _ DER 20 ENVIROWWAL �! S.tj �%f2-4 \\ PORCH i� x SCREEN f0 / OF \ �\ \ r 0 2 _S`'•• 1��''�j�( ``�`; •SITE IS NOT wI1FMl AN AC EC (AREA OF CRRKJ1L EINMIONMFNfAI CONCERN). A�-S" 8.7 SSPpp�� �'-. MAT, 0Ry 21. �., Al 1 1 .3 / - ` D `� - - WE 5 NOT WiM AN AREA OF ESIWiED NOW OF RARE WLDLIFE PER �� ^� `1�� 1�.3 - ECK NOUss„ , NHESP WP OCi M 1,2WS IN WED LMB10115 OF RITE IR DLFE' 6 7? x�16 2 �'('\ FOR USE OR THE W WEiLMDS PROTECTION ACT�ITIONS(310 CIR 101' T LANDS, , CARD •STIE DOES NOT G�ONIDW A CERiFED VERNAL POOL PER NHFSP AMP OC10�it 1,2008 1 , ` \ 1 p ED PA r ;' "L'ERiFfm VERIK POOW 6.2 r, 0 x SITE IS NOT WIM A PRIG W WOW PER NNMP WP OCi08ER 1,2008 "PRIORITY ............... .�, HA81fA1S ff RiRE SPEL'ES'FOR SPEW 19DFJt RE WSSAp#1SET15 EDDAN6ERFD ` 8. `♦ 9 1 \ , << 20.1`� 21 SC -t.•' SPECES ACr, REJIAiIONS-(3T1 GR10) . 1 , 9 APED 2 ,* Al-3 6.1 . ( I, •St1E IS NOT MR/!A SDIiE APPROVED 2 1 GR019D WNl[R REGNRGE PROiEC110N i�G, ` Q• `J 13.c5 ` ; 16.2 \ ,•A„ 20.8 SITE LS W ININ THE ZONE OF CONTRBUTION M SALiIWITER ESTIWIFS OVERLAY DISIWI 0 i _ ' a.� FLAGPOLE" - SiTE LOCATION: ip Al-4' A. � � \ ir9� .�, �;, � =r \ � it Rover Road IN 19 0sterville, MA 6. 253 Sea u 1 , m.� 1 ' ` _ _ 17.5 tx 19.1 PREPARED FOR Al ` 6. x 8.3 � - Y =�= ----= =_�-- - - x 2� Ocean Coast Construction A18 ME l 4 -------- _ 19., RDA • Proposed Additions u -- __ - .- - --- --- ------_ --_ - - OASTAL AN ---- --------- ,� ``� 6.8 is L / - ---•max fit 2 - - -- -- _ (TOWN BANK ' "6- Z STATE) ♦ U U� _ - _ - x rr --- --- _ __ - ;:X 2.2 BAXTER NYE ENGINEERING & SURVEYING -- `, A $' x q �- s - J PATIO - -� '�, - Registered Professional Engineers and Land Surveyors -------------- x - � L - - �- 78 North Street-3rd Floor, Hyannis, Massachusetts 02601 6 - X ------ `EL 1 YEAR Al- .� -,x 7.1 YE FLOOD - 6.0 `. 1) - 50 - NCH �F_A Al-12 ,,, �,\, �`,`\ _------------- ,•------- ;� � 5,��J Phone (508) 771 7 2 Fax - (508) 771 7622 A��l l ,_ 30 0 30 60 row' TEPHEN a e--- ---- --- - ! U7 A i� -----, 11 - ------- No.30216 SCALEIN FEET �" �. ------------4_- x 3.7 _, x 6 = .` 1" 30' 2.3 x 4.2 `x z _,; - ------- �P�,I"OF�A6�7 5.1 �- - a~ O� TEPHEN / 2eb10 - -3------- -- ------ - - _ ----- 4`wy - x 4.Jr' c� °cF p -L_.. _-- - --- - '^ Now.-s-o2le DATE: 10/06/09 EDGE ------ -. "x-3.8 - GIST ---- --- ? E OF wATEP, - �- .• -:Z��_ S`s�ONAL E 3 SAW 11/24/ SET WORK LLMiT DA- ,eta o 0 .� ��RASS 1.5 3d !> 2 SAW 11/23/ PROPOSED ADDITION - GUEST HOUSE 5.1 9 1 10/7/09 ISSUED FOR PERMIT Cal -Expires: NO. BY DATE REMARKS - DRAWN BY: DESIGNED BY: CHECKED BY: DRAWING NUMBER 0:\2009\2009-042\CIVIL\PLOT\2009-042PB.dwg RgMp�� �,\ 2009-042 I.) THE Nfim OF TENS PLAN IS TO SHOW PROPOSED WORK AT LOCUS 2.) LOWS AREA N COMPRISED OF : V7 / ;-y , ASSESSOR'S MAP 051 PARCEL 002 - LOT 1-0 (LAND COURT PLAN i5354M - JLNE 29, ION) LOT 1-P (LAND COURT PLAN wim - JUNE 20, ION) 13.3/ CfRTFrATE OF M E: 78122 3.9 �\ 5.2 APFUCANT. MR. JOSEPH FEW N , -ISTiNG F NDA�ION �\ k 16.2 - 1 OCEAN �� U/P O#) ; / =15.96 \ _ _ �� 11 LEVAs SE L w o2�a (L All 'tSA 21/10) 16,4 �;'" -" , \ 3.) PRNWIRY BENC1NdARlc : NAL SET IN UP /21, 1.2 ABOVE GRADE ` 8 A CAPED , 1 PROJECT BENCHA M : RM 3e • FiRM MAP 250001 0018 0 12 15 7 ; \ - -- V CHSELED SOIAARE ON CONCRETE BASE OF 0 1-STO N.E:;'` TRAFFIC L I AT CORNER OF BRDW Sr. APgRTMENT l ,/ \' \\ 4) ZOiNW NN C)RAM110N ORANBRNxE' EL - 10 33' (N61�D ION) PROPOSED j\ SCREETdT m ` _ FF'E�16 66 ; ,' z 29 \ __19 N 3 ZONNC DISTRICT : RF-1 (RMido l) UMIT OF MbRK \ x 14.2 G�7 k_t8-9-- AP, RPOD AND ZOC , AV EO/DRf SWAY MMNJM ZOiW REOUIREiAM MN. LOT AREA - 2 ACRES k3 i I GA RA _ WK LOT FRONTAGE - 20• REA PROPOSED •� � / GE ' � xJ NTAGE FRONT YARD - 30' SIDE &N. R YARD • 15' / i5' ADDITION ZS 1 .5 / \ M LOT MOM - 125' 6 x�zQ3 20.9 /' S) A THE SEARCH INS NOT BEEN PERFORMED FOR THIS SRE: F MIERINMI 15.2 ` I % `I * / \ TO BE NECESSARY,A TITLE SEARCH SIWI BE PERFORIEU BY O7FERS. �10.9 THE PROPERTY LNE WORIMTbNI SHOW IS SISED ON CLRWff AVItIABLE RECORD W NC15.7 O ' i IM MTDN CONSISTN6 OF PLANS AND DEED& 0. m W<o ; - i CESSp stb•- \ THE Exi5= FEATURES SFDMN HEREON HERE OMIIED FROM AN ON IE OROINO FE1D A2-2 ,10`. i „ 8 �� '14 �• 1 .0 `r COBB J��l��\� I ' 00L ��� ,;� I SURVEY PEAf01MED BY BN>o WT OICNMM!RIRYE1�NrC FROM SEPiEINER 23 10 R N D C TFIIII N SEPIEMBER 2 20M RG 0 DE �- b/ � 16.�' E A2-1 9.0 - � � � `�� ROPAN T COURTYq � \ �� �POO91 . /• , I Q,Q RD -,2Q� F� ` EDGE OF K7LAD I®OI�iCE Aws ESfABlim BY LOM MocD01WD OF 61M Iff • , POR ^ , ' �" ENGNEE=E SURWW ON SEPTEMBER 23, 2008. 3 x10. C 14 � / �1• 2� \ \ 21.2 O W , y� l A2-3 ,_. , • 18.7 2 7.) COMMUNITY PANEL NUMBER: 230001 001SD (7/�/D2) cP 50' Bl1fFER i�/� Ts t�� 14.4 , ', `.` S 20.8 ` ` \ // \ IGV 1HE FLOOD NMICE MT WP WAIFS 7W AREA AS ZONES A13, B AND C. UND /PSOPOSEq i \ \` 0 • • 401..�,.. ...,. ''21. DSC p�D 2 �\ d). PORCH SiTE S NOT MRiNNN AN A.C.E.C. (AREA OF C'R1Tx.AI. ENVMiONMN:MAL CONCERN) C S �. ,/ E T , � SSp � TOR 21.1 �-- , A�5 g,7``�. ;I °OkS, ' � � p MAfN ;� �. •SRE 15 NOT NRFNII AN AREA DF ESTWIED TNBtDIT OF RARE MEAiE PER A1,,1 1�.3 / 8 It.3 \ ECK HOUSE" �j 'L. NHESP WP 0f.9OBFR 1,2008 'ESTINTEQ HABITATS OF RiTE NMDLF7:' 6.7 / ,6 2• 'II\ FOR USE NM TFE IN METTMDS PROTECTION ACT MI AiiONS (310 CM 101' R x - / \\ ANDS 21.4 o GARDEN ; •SRE DOES NOT OONTAN A CERTFED VERNAL POOL PER M43P MAP OCIOBER 1, 2006 ` 9. ` �\ N C PED P i / 't IFED VERNAL POOLS.' pOpC 45.9' I; l \ 9.9 ATIO a Al `2 6.2 \ \ ,� \ '- --------- ( SiTE.IS NOT MTR#1 A PRIORITY FiABIDIT PER NiESP MAP OCIOBER 1,2008 '1'IrORTTY x "�' ' ( ``, �\ ; RARE SPECIE'FOR SPECIS UNDER TIE WISSAMISETR ENDANGERED • 8.2 \ 1 9 \ 1 `, 20.1 21 ' ACT. RECIAA1pMS(321 CMR10). N \ \ �,� \ S APE 2 - � `V;" 1 0 9, , W Q C D + S Al-3` 6.1 ` , \ 22 0s,, 15.9 \ F` , , , ,I ' 'Q'-- -�.-.. � , SrtE S NOT BIM1 A STATE APPROVED ZONE 1 CROWD MILER RECIMAGE PROTECI�1 �. 1 .2 \ 1 ��\ _ l\ ,w -� 20.8! •SiiE D MiM THE ZONE OF CONIRNIURON TO SALiVITER ESRIARES OM W DISIRIC'15 ' 'FAO'` ` . l 14fi 8 \ \ FLAGPOLES ---- S11E LOCATION: Al-4• , 5`. k ,,,` , �,,,, > _ - - - _ \ 253 Seapuft River Road k 6. `� • 15.6 82'18'24" E k9,0 -- 160.51' 0 IleN UA PREPARED FOR Al-5; 6 \` 8. 8.8 - `- �7' _ ---- '"` 2 Ocean Coast Construction TITLE Al- „ .\ > `� . _ --""- '� -`_- - '- -_ -_ - -'- -_-- - - ;Y �@--_`--_ _ _ z t =% ;X$ ___-= -«___: -_____�a :==___=__-= _ ,9., T RDA • Proposed Additions '�`F?--- 6.8 ti Q - ---- _ - '��x T1�---___=- ---- - -------------- TO S BANKAL S ,6 o - �$ --_ i �•.�-_{ ff. ----------------- -`__ �x 12.2 STATE) BAXTER NYE ENGINEERING & SURVEYING r, s }e aw o - x � ---- C , A S' \ PATIO Registered Professional Engineers and Land Surveyors _ 78 North Street- 3rd Floor, Hyannis, Massachusetts 0260_ ' �Z9 YEARFLOOD Al- ' � o- \ x 6.0 ------- EL 11 Phone - (508) 771-7502 Fax - (508) 771-7622 ' Al-12 ` ` - 30 0 30 60 ��� 0 A)--11 `\ 6-6---------�---------- p TEPHEN �G\ \ �\ ALL, cP ------------� ` ----- ---- SCALE IN FEET ----------4-- x 3.7 x - \ -------------- 1"=30' NAt -=-3------------ -----------"___ \--- ---- _�_ ,; Zed _.. --------------- \ \ _ _ __3- -`x 4.T 4 SAW 1/28/10 LABEL FLOOD ZONES DATE: 1%6/09 0 -'�- 'x 3.8 ��`_ y F -- �- --�E OF WATER -``----- -- - 3 SAW 11/24/ SET WORK LIMIT DA- s�'4/� ----- GRASS, 1 5 - 2 SAW 11/23/ PROPOSED ADDMON - GUEST HOUSE �,� Expires: 5.1 1 10/7/09 ISSUED FOR PERMIT Cal R/(/�. N0. BY DATE REMARKS `/9 DRAWN BY: SIGNED BY: [CHECKEDBY: DRAWING NUMBER 0:\2009\2009-042\CIVIL\DESIGN\2009-042PB.dwg Rq,�p 2009-042 GENERAL NOTES : 1.) THE 67 M OF R16 PLAN 6 TD SFW PROPo6ED WORK AT LOCUS 1) LOCI AREA 6 COMPRISED OF: .7 ;''� ' ASSM901M wP 051 PMCEL 002 M LAf 1-0 (LAID COUft'f PLAN 1535w - JtN E 20, ION) 13.3 J \ LOT 1-P (LAD COURT PLAN 133SIN - JUTE 20. ION) / ;� \ CERTMTE OF RILE 78122 3.9 15.2 r �( APPLIGWP MR JO6EPH RI:TiW U/P (NO#)� �,�� / ;' �C 16.2 OCEAN COAST CONSTRUCTION -= I11 LEDA ROSE LANE 1AARSTONS AR4 MA 02648 X,16.4 ` \ a 3.) PRYIRY lW?ICIEWMC : NAL SET N U/P /21. 1.2'ABOVE OIOAOE ,-8'' LAND `` \'�'' \ X 1 EL - mm (NOVD) cr 12. •• / • SCAPEp ;� _ is MECT RENDIAARW : RM 36 O FARM OP 230001 WIS 0 \ v CIMM SLIIARE ON CONCRETE RISE OF /; A AP�STORY 15.E ' �, �� - - C • %'� AR TM�N T z 110AFFIC UGHi AT N E: CORNER Of BRl00E Sr SCREENED \�a \ 4.) 20NN0 /FNWRON ORANBRDCE EL 11.33' (NGVD 1!♦2D) PROPOSED PROPOSED , L F>'E�16 66 o -19 x 14.2 - - 1� --- N 3 2L11NR' DISRLICf: RF-1 (R�id�nNai) LIMIT OF WORK P 5.9 - ; ( . �� _l8-g-- AP. RPOO AND 20C A / R'VEKAY / I,,, y� \. AON" ZONW REOLJRIEIAENTS ® AK LOT AREA - 2 ACRES PROPOSED '" C'ARE gG Iti ` x.1�3'8 """�� /�II�`\ AA1>r. LOT FRONTAGE a 2O' ADDITION .ZS 5 \•% ` ' I >•' / FRONT YARD m 30' SDE& REAR YARD 15' / 15' N. V, ' A LOT WOO - 125' 6 41 "\ --- ��/ 19.8 x-2D.3 INS NO S.)�x20.9 A ME SEARCH f WN FMOIAED FOR R/S SITE F OETDII/ED 15.2 - ; / ;' * '/ \ 11 BE NOIS ARY.A MM SUM 9PLL E POMED BIB OIFERS cu��,// %' �C15.7 c� ! 6•) RE PROPERTY LIE UMNIM SNODI 6 BISm ON pAMlFlilf AVMME RLDORD A2-2 ` 0' m 'l 1 0 z /'I I CESSPOOL \i'/ \ RE[bS11N FFATIIL£S SiiOMN FEAEDwI DBDIIED fA011 AN dl RE f�lA1D FED A2-1 9-0 , '10 10 i 8 w a '• �D CO /ijl�. ' SLOV PBM�ED Or BI O NYE B=EDN6 R SL!lVE1�IIG FROM SEPIONR 23 DEP,GROND 89 ,I � POG�g. � ROPAN � 16.� COURTYLE \ � -' I Rii011611 SEPIBilBF7t 21, 20011. .ey AR l \ _ / x 10. ? 6 �` cw,�, 0 Y2� / ` IDLE OF IMAIO RE3TAlfICE ARfiIS ESBNIM BY 01 YnOMD OF B110ER WE �.7 A2-3 14.5 ` i; : w Q %' \ 21.E / 21.2 01M B W!SUIYEYMIC ON SEPTEIM 23. 200P50' BUFFER j `tip• I � 14.4 7.) COIMMTY PANEL NLM�LER: 250MI W1LD (7/VW) S T TIE FLOOD 161AOII M RUE AMP WKS INS A S AS ZONES AE 0 AID C. EPS 20.8 N R 4 SCREI<N iPORCH / 0 '� 0 .. •�•.. �)1. Pr'D x C \ 2_ r • •SIZE 6 NOT WI MN AN A.C.EC. (AREA OF CRITKAL ONPONME]� X CONCERN). A�1-5 g.7 , g ESSPO0 \ St0RY• .• 21.1 A1'�t 1 .3 ��`%3 DECK MAIN HOUSE„ `� •NNESP tilP OCiOBFR 1 2008 TSIUITED IMBIDII$ 1011E NMDIIE'� ` x FOR LLSE WIN RE W iIETlND6 PROIE1CTION ACT RL�DUARd6(310 CUR 10} LANDS 21.4 GARDEN •SITE OOES NOT CXW A CO FED WIM POOL PER NIESP wP OCILMR 1, 2008 1\ , C IPEp ' WIFm VBIW.FOOLS• At�'2 6.2 l I POOL U5 9. I �,7 / 1 9.9 PA nD Q ' , , 4 , , x8.2 \, \ + �- i \ +` i •SITE 6 N0r/INN A�Y WJW PER WM OP OCIOBER 1,M VmIV ` x 1 9 / % '+ `, ,1 `��\ , ,-"--' - ' HNIMIS OF INK SP8"JQ'FOR SPE>CES LOW THE YISS�I)S BDYWBtID 1 0 ' `� 20.1 21 y�SCAP ; ; SP03£S ACT, RL7UT06(321 CMR10). Al-3 6.1 +, 15.9 ' ' '�� �� ED 2 • ' ` 'F \ % •SITE 6 N0r UM A STATE APPROVED DOE I GIO=WOER RBJMW P1101B'.0 o ,s.a �, m AFBL hQ� c 1s20.8.2 1� + ' r SM 6 WItN THE ZONE OF OONIRMION R1 SLUM=EBIUIIPER Og91lAY d511M1.75� � `� .,�`�. ,` !9 , ��` ` ,� , `_'�. .,,`` FLAGPOLE ---' ; Al-4' �4.5'. h° a. a x ��.�,` f° `,, ��� ® / SITE LOCAl10N: 5.6 /lll\` ; 253 Seapult River Road x9.0 AD, ) Osterville MA 1 CT9 17.5 i ' -' I--- = x 19.1 . PREPARED FOR Al 8.8 r7: + - x 8.3 x 291� Ocean Coast Construction Al-S, � .9 --- _ ,\� - __ ______________ _``-- \ ` ` - -- ` ------ . --_- _ ____---_--____-_-__ ____=_~__ --=---- ---- --------- - RDA P --- - h� t _ - _ x�6;-- "`_ ____=-'_____--__==�4---==----- ---- - 19.1 r� Proposed Additions -----� s.8 ---- i=}=------ ---_ ------------ - -------- ,{,z ---- 3 Tr:� --_ `_� - ---- - (TOWN !1r STAB) �_ Tr ----------=---- _ \ ^ z - :�--- - �_� - �x 12.2 BA��TER NYE ENGINEERING & SURVEYING 5.7 `x--- ------------------------ ',%---- ; x 7.1` 5.9 52 '_ - PAT10 Registered Professional Engineers and Land Surveyors ----- --- -- - x s ,x 71 �V, '�1� 78 North Street- 3rd Floor, Hyannis,Massachusetts 02601 - Al- 3 x s.o ----- -12 -- (EL 11) R FLOOD s Phone- (508) 771-7502 Fax - (508) 771-7622 30 0 30 60 ------ el SCALE IN FEET x 3.7 ZH OF iy .3 x 4.2 x 4:g._ ------ -- 5.1 ----- _ �� c FQGF --x 4.7' No.3021 A U' OF ------------------ ------X-3-8 _ _ 9 GIs DATE: 1%6/09 ----6F �--- �-..,�DGGE-OF WATER ` -----: --..�__ �SS/DNALE� 3 SAW 11/24/ SET WORK UNIT DA' /©040 GRASS 1.5 "" � u 2 SAW 11/23 PROPOSED ADDITION - GUEST HOUSE Expires: /-/Z-Z or 3 5.1 d 9 1 MWE 10/7/09 ISSUED FOR PERMIT col N0. 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C08 �'� esL�s t awens a»rsls■eI s�r11a A2-1 9.0 =,0 10� a ``, UNDER G OUND ]' MY CO UR $LE � � [1 � �- 1 74 ao1Nr,MIm 1I K Mn■9t xmW a m(7/tyMl,� x rr •` PpRC z 64 5 +, PROPANE l BARD %' ,% ` _ : /l ` 11E It00r MMMNCE NE 11M®I�lflt Ni11M a0B l� As c A2-3 �� 10. ; �..`Is a 2 7 \ �1 )t 21.2 y �-18.7 ' 9.7 '� � ! � , ' ♦.• _ ,` �• / ��-_ •rNE s INN',aansl At)A.CF.Q 1�d ClMlba.sNMsrlllal.aaaloerq� 1 CV 14.4 • S 20.8 1G •ss s Mar rNIM AN Ala ar tasllA MMus ar+wc w11R ret 01 .� r PS UN pE ,'� ' ME!sr OCIMaR 1,sE 1 �rf aF sME Ep/C • R`, , \ � �• � •''►�.• . �IAE�1E M aaolMlt lNOBNas AA Nl�A�M aM 1�' P ` 0 _•••••••••,�••�...._• ��Lt. r CA.:A.�•• 2 •�.�\` •sE M Nor crawl A a6ltra SK PIK!a mr W oaoael 1.sr1 ;13� ED .` `,� ', `, .M 2-S7.0 '...•• 21.1 1sd�ErNI leas -2 8.7 , •sE s Nat NaID A alraaar NIMR let rN►earaas t.iaaa'flaaNar Al 7t 1t.3 / `tg.3 `,` ECK No •• ION 9m larel 1IE slaraaistallr ssasNa • 16.2` �. 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NN `` ,_ .-- :-= ._-------------_____ __ - ---_-------` ---- --- _ BAx:TER NYE ENGINEERING & SURVEYING '`----------- --- -6.8 Q _ --- - ' ..`�-i-•� ' ------ -; - - ------------ �7b1M�1� . .. .` O U _ ; � ;`- 's____ ._.�„ ----------- -��- ' 12 2 sTAl� Registered Professional Eagmem and Land Surveyors - _ ♦ `x A -r3 ---�-- ____ ___ \ 1 5.7 -----'�----------------------- � , x 7, ., . ``'�� ., _- Floor,Hyannis,M 02ti0 -, � 78 North Street-3rd F1 Massachusetts A ; x 5 9 -- ,�` ♦�` Phone-(508) 771-7502 Fax-(508) 771-7622 PAno _ '�.__ 9Yc x IN `� `� `\ �100 PEAR FLOW Al- _ > o' x 6.0 \.,, ``\ ```-- --- (EL 11) 30 0 30 60 A7-12 ------- 3 '�--------------- ZN OF A,11 `,, �''`\ ` ''x-8 e------------------- ---- SCALE IN FEETIN IN" 1 -. x ------ x 3.7 \ `` -- ------ ----- - v a' 4 `\ _e' ---------------- .3 �, x 4.2 x8.,, :" .��5 crsTE S�ONAL FOG DATE 1%6109 -- --- -- GE ED -------- ------------= ! ; F' ? OF WATER ----"-" __ ! GRASS' 1.5 5.1 NO. 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WALL,IGTaLG — MALL,RAT aLAa AI10 PCOTtW TO RGMAn I: D I - MEW ELEVATOR PR 3LAD POOTIG PI11E0 TO e%brnG exurml�conaTRucnon-- LEGEND PROPOSED PARTIAL SECOND FLOOR PLAN SCALE 1/4•=1-o 141 PROPOSED BUILDING SECTION SCALE:114 1- 15 NICHOLAEFF PROJECT—H3-MNNHOUSE REVISIONS TITLE: MAIN HOUSE GENERAL NOTES ARCHRECTURE+DESIGN PLANS AND SECTIONS RESIDENCE _.,, S9, S Ct ORAWN 6V AH OOON��w�.on..,....a.M..w.rcan.+h..w�www.a.ei� Os[erville�MA 02655 e.nwsM'mo_ .w�.n..n.wtineaii.c roes .r T 5064205296 2535EAPUIT RIVER RD. va.�-� Fsoe aza zzaoS—lE AS Q _�. rvcMlaen com OSTERVILLE MA ( Q• �., 4O[��`'�� � ATE.21 FERRUARV 2010 i N>TR TON TEftn RED CEDAR ROOF SHMGLES PERFECTION GRADE, ♦�BLUE LIBEL DYER'CEDAR SAVER' OVER 90P ROOF FELT OVER 6/B'CDn W/WOVEN -CONTAYUOUS RODE YENT . 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EAO ARE THICKNESS NEW PA4TEDAZEK EAVE DETAIL scALer=r-a' 4 DECK EDGE DETAIL scALer-1-a' 5 ERISTMGSY S EM TO MATH EDGE [EMU]E � GUTTER AND FASCIAROOF � NEW RCD C R SHNGLE ".- a00FMG TO MATCH ERIST � NEW RED CEDAR SHINGLE ❑ y i} •L�^`� 9AEWALL OVER ISM--R. F 1 "ILT TO 4T1HEE THICKNESS 4N0 RPOSURE�E .ewu, a ib' B' _ >i -F PROPOSED EAST ELEVATION sCALE:,/a'-V-D 2 1 SECTION AT ELEVATOR PIT scA E:,• '-0131 SILL DETAIL SCALE:Y=T' g NICHOLAEFF PROJECT x SLHSfNAIN HOUSE REVISIONS TITLE. MAIN HOUSE GENERAL NOTES ARCHITECTURE DESIGN ELEVATIONS AND DETAILS RESIDENCE Bs,MBN Mo-�I DRAWN BY:AH,OM DN oel.N�uB, Aozess �1. T soa azB III 253 SEAPUIT RIVER RD. FBwo9 azo zzno ALE.AS NOTED a.,w....aN rvct lean com OSTERVILLE,MA �QFO�•\8 �55J 2 ..A x � a .��. _ A2 . 1 A MAIN HOUSE RENOVATION YASMINE REALTY 253 SEAPUIT RIVER RD. OSTERVILLE, MA = SMOKE DES' -ORS REVIEWED 106//c MQ7 / d, 7_P DATE � FIRE DEPARTMENT DATE - - - BOTH SIGNATURES ARE REQUIRED FOR PERMITTING loll ®� on oo I : ISSUED Iw==OR PERMIT 13 SEPTEMBER, 201 ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST BlsumBxva s OWNER /il 2 SEAPMINE REALTY 1 xN Y 2S3 SEAPUR RIVER RD OSTERVILLE,MAEvnnoxsP w. Maw ° >°."^°'•—° uE� ETAm "'""°"°., SITE/CIVIL — BA%TEF 6 NVE ENGINEERING 6 B N ORTHH STREET THIRD FLOOR r HYMMJ15.AAA 02601 Nicholaeff ° ° �.� n« °"" " STRUCTURAL ENGINEER Burros _ me « DAPoiQ �CEM p1ADDERTGN WAY Architecture + Design 50840aA35B 812 Main Street 0 Osterville, MA 02655 T 508 420 5298 F 508 420 2240 ^^ nicholaeff.00m w,m. �. ®d ."^ ❑�—< __ ' REVISIONB / :.�J N1C (� GENERAL NOTES ARCHITECTURE aawEcr sLH3-MnIN HousE ----- TITLE: MAIN HOUSE y.`"/�`" �'��" hO� �� ARCHITECTURE+DESIGN RESIDENCE 1 "" "".,"""" ." 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In GooD conpmon FOR PosseLe RE_M I—TAII THE oRATL OO R REPLK:ATan To ANY UN a OUT-A IALLT UAipRDMMEDiATELT IF M A. s An P T i F TIRE O RR rro siOR CONDITIONS AE RESENT.N OO WAAE COSUP o u G ro ECURF RNG BACK GgLpRODd�Js MATERIALS SUCH AS 4m R AD NELAVATp DURING DEMOLmON FOR REMOVAL OR ABATEMENTOBTLE IT WALL.FLOOR AND CEILING LEUT PI%N-A G ERB O H F o R M N. ALL T T ID vertu NVAC AND ELECTRICAL TO OIRRALL EINT oDE REOUR ME s ND rvrS.�TO BE eROJGwT UP _ONFI%TUREs,W 11 ED NsRELaE�c�CF L�NEW WORK,PATCu E REMOVED BACK TO A AID KIIAIP To REMAIN. pJACENT WALL.FLOOR AID GELIrK SURRpCE3 NEW o'Mr OTSTIIS WALL NNG ELEMENTS s UT1 L ALACEMEIr IInSTALLED. FROM 1�R MOVE...IN.STAR Nic�y F FIRST FLOOR DEMOLITION PLAN SCALE 1�4' 1p 1 9 NICHOLAEFF PROJECT♦SLNs-IAN HOUSE 1$1pN TITLE', MAIN HOUSE a 7 Q �� GENERAL NOTES — BASEMENT DEMOLITION PLAN O No 6622 " ARCHITECTURE+DESIGN RESIDENCE i cD( T I B,zMx �. 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I I I I I _ II q��/� DREAkP S aRCJ, l i I I lL-.- DEC,A- A WA- PLOOR ��,�F.m®�+ SCREErvEp PORCH POt?MG BHFD I I I o cc W RE TO WEST nFo�J KEY ;F - mOK:ATE3 waLLS To BE REMovED "DICATE1 AREAS 11 TO SE DEMOLITION NOTES: O SHORwG wvAln nEv ar2licrlanL Z==fEls m vOLnC. ©NRi E�H�nc oJcn+o4TSAOVM.ElccplronG A tyQ'[�yJ Enlsnrw ADJACENT G SUIPAC spro RKNAm. Z Gn TIE FLOORING EAI D MORTAR SLBSTRArE. m AAMAGE wMLXE R-0 O A RRnG TO TUEGEA ENTE3HOwN�OR pS-RED FOPROTECT R NEW O>A FLOOR 4s REQUREO TO ACCEv nEW FROM D VMG ADJACEni CONS RUC On. V. LECTRICAL pEVICES�W MG�HVACACUCTWOK,OR PLUMBmG F S mTERIOR WooD TRM AT wmppw3 ANO E%bTMG STRUCTURAL M MBERSHT AAll TCII AID LIESEAREST C CEALED LOCAT'gN O AS OB V ATCH a aLL3.FLOORS SS—ZLI OPRIOR TO DEMOLN'(JN ANO PROVOE REQURED FO NEW WORK. v D 'AIR 7 RE TEMPORARr TAI sHORuvG anp 9UPPORT3 AS REQUIRED TO OJ CEIT A v cJa AG SI.RFACE$TO REMAm. 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AS REQURED FOR NEW MSORK,PATCH ED PLUMBmG TO E REMOVED BACK TO A pJACENT WALL,FLooR AND cEILIXG SURFACES ORXEXISTmGEWALL AND CAvvepO B TO REMAIN. O R LE n IL v ACEMENT KB MST ELCT OPEN"' PROM 13 R Move E.1—sTAxz RED q FIRST FLOOR DEMOLITION PLAN 5�A F:,A•=+•-� 1 MAIN HOUSE NIC NICHOLAEFF PROJECT.SLHS IHousE Ems oMs TITLE Q�,� Np� �� GENERAL NOTES: ARCHITECTURE+DESIGN RESIDENCE — 16T FLR DEMOLITION PLAN 9 e+z M.III sv�I DRAWN Br.orn.DJD,DM (A •� Os1emNB.MA02655 C7 ' 7.. T 50B A.12. - 253SEAPUIT RIVER RD. �ill "T No.6622. -n ��.�.,..�.�-�-�' - 1��;a BCALE.AS MOTED OSTERVILLE.MA �i:�� BO STO N, GATE.135EPTEMBER 2Ot0 O� MA (T� OF to _ D1 . 1 C. FROn HERE TO WEST I I I e©M PLDCR lAS A.. TO ACC.A. NEW I I i To IIWELL DATe new . sTA RweLL "B T 0 � � ®_ I `// •of """" 2 iORam - o Cl OOM ER B pR • OD L I a M - 12 of - al m N — REAR S en q TM 010 120 I it 1 -a�r,R0011 Oj ORESSHOG RROOM O I 12 .. 12 12 FROM R.TO WEST KEY INDICATES WALLS TO BE REMOVED To BE REMOVED OF pnM1BHES DEMOLITION NOTES: OseMovE EXb BEARING WALL, PROVOE TEMPORARY ©Renove cKKsrnG DROPPeO sopprr,II LIwT nCTEs HORMG UNTIL NEW ITRUCIL AL SUPPORT m M PLACE. PIKTUtes,HVAc DJCTWORK TRIM.ETC P ILL REPAR THI A A L n s R MAM. T STACKS TO CEAll 6 SURFACE TO E AK I TO PROTECT O FD HOW„DR AS ReaBRED oR HEW O P FLDDR AS REo BRED TD"A«P TNeW FROM DAMAGE WHI E REMDYMG oN GD44cOECT OR ReMOVE CKDIJCTWORK RELATEDISTING LUMBr16 H 4n�pOWs�S RAL cOHT0.gC PELD ES VERIFY LOCATq HD eSTBACKLTO THE NE—EST CONCII-ED LOCA N,OR AS OB W nnG nT pATCFIWAHD RePAIR WALLS,F SSEMBLES PR. TOG DEMOIJT1pH AND PROI D A REDISR pOR NEW WORK PATCH IS REPAR EXIST—O s REONREp TO ACCEPT I—WORK s TEMPORARY.HORMG AND SUPPORT.As REONREp TO AOJACEnT WALL.p E Alvp cpLING SJ0.FACE9 ENC%rTIN GOOD COIprtIOH POR POSSIBLE REUSE OR _ 0 XR R TeLL,FLOOR EILRIG SURFACES TO M AroPATCH ANDLKATbHIN ANY OR LLY uA_Rr uTELY F MAIN.ASTORe AND O RE MOVI ALL IIbl 1G LIGHTMG p0.TURE5 AHO STORE FOR COIg;Z;B ARE RESEnT' O00. ALVAC�T4T PING--I AND STORE p RE 15 1e oR SALVAGE Re-R53 AS IDICATIED OR REI E A5AG WIRMG TO nEW .C,TO NO ARCHITECT AID OWNER OP ANY OWNER DUC0.ETIOn.CAP WATER SUPPLY, TO PANEL PATCH npOnFD wR G BACK HAZARDOUS MATERIALS SUCH AS ASBESTOS AHD/OR LEAD .T ArvD vent LINES BACK To NSAIIIT C REWRED.M CI-TION FOR REMOVAL OR AB LOCA—K OR A.RED"— 4C�.EM�wn_,IFWOWR qnD PATCH AID I°R G. OTHecs. ArEMEnT 6Y SURPACE.ISPAII —TIG TO REMAM. RDINATE WITH HVAc Ono ELECTRICAL TO Be BROUGHT UP O MCLI.OVPEi EKLST�YG IN—EHKLO.URE IN ITS TgMSE . Mc0ITRACTORa G RE TO cLR0.Eni CODE PE OUREMEN G PLUM&NG nKTURES,DOORS A REMOVE EKb�ING MECHANIAI EWIPMEHT. E LATEO FLOOR AIq CE1InG FMISHES,ELECTRIC FlKTIRES.W II WR HEEpep FOR AHp AS R.—RD POR NEW WORK,PATCH O BE REMOVep BACK TO A ANO REPAI A4 CENT WALL.FLOOR All CEILMG SURFACES W ORLTHG WILLAND P EC. TO REMAIN. ©RHe PROTECT eMenrs IMTt REPLACEMEITVE EXIST-WINDOWS— O IS MSTALLeooPEnING FROM OREMOVE EKbTMG STAR 2ND FLR DEMOLITION PLAN SCALP I/A 1 1 �\S ERED A/? , GENERAL NOTES: NICHOLAEFF PROJECT Re sorts MAIN HOUSE ARCH ITECTURE+DESIGN RSLG uH DusE — — — — TILE; 2ND FLR DEMOLITION PLAN RESIDENCE �j eY E Nicy F " _ w.a a_. a B,2MBREVBR DRA.I -- — — �`1 �� o� 'GM OJO OIV -- CN lae.MA U2655 \.�. a2G 5298 ALr= 253 SEAPUIT RIVER RD. /� 9 F(a�'�" o--.•a�v+•.�,I+...><..+ �^z°�^° sc .AS MoreD OSTERVILLE,MA J O T I o ° No.6ON• 622. 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AIe.,zseareM8-10 ----- �F9CTy OF P1IPSSP -..- Dl - . 3 z D h m.a.nc naw __— k a � —_ _—_ _ _ _— _ _—_ _—_—_ _ ___ _—_ ___ _—_ _ _—_ ___ _ _ _ _ _____ —__—_——----- _ _—_—_ _ _—_—_ - - ------ —_—_—--_--_ —__— _— —_———_— _ _ _— _—_—_ _—_---_—_—_ - - - - . - --_ -- -------- ------- --- - --_ - --_— — —_ _-------- --- — — as--- — — — --- 0 — ------ —------ o o -- — — -- --- --------- --- --- --- ---- ___ --- ------___—___—_______—_______----------— - __ __ - ________— — ----------------- EXISTING NORTH ELEVATION SCALE 1/4•=P-0• h,4.of l—.vx R h a 4•�. _ _ _—_ _ _--__ _ _ _ _ _— --___ _— _—_—._ _ _ _ _ —_—_—_ __—_— _ _ _— _—_ _ _ _— _—_— -------------- --- — --------- --------- --- — --------------------- ------ T =. ffft — { FIT F F — 4 —_—_—.—.—.—_—_—.——_—_— ❑ _ ——_—_—_ -- ------- F rta cc CdPJmt 9I9 a _— __--_—_ __ _ RED qR EXISTING SOUTH ELEVATION SCALE:1/4• 1'd 2 MAIN HOUSE F� ,� NiC/y� NICHJ ARCHOLAEFF ITECTURE+DESIGN PROTECT.S�n&MPJN—E --- E is orvs TITLE GENERAL NOTES: - EXISTING ELEVAT70NS RESIDENCE o vT e,2Ma4Sveei 01—BY �M.0— ane.MAC 253 SFAPUfT RIVER RO. Olp No.6622- T .��`- ,,.,��..,.�., F-4 OSTERVILLE,MA ,rt,,,,,�2 brnmen mm scale as HO,EC ., 80 S'A0 N. are,asEPT -- _-. F�r,x of tA SS _mX2 . 1 mah --------- ---- --- -------------- ---- o a --- -—-—-—-—-— G { T a o T r v --- a. T G x!0 y TT TT r f P a °rru"n"-"------- --------' ---------._--- MCw""ue-" --- ------------- -------- --- EXISTING BUILDING SECTION SCALE:V-1'-o- 1 EXISTING BUILDING SECTION SCALE:1/4'=1' 2 ED q Nicl REVISgNS GENERAL NOTES: A CH LAFFFITECTU TITLE: 9 / ARCHITECTURE+DESIGN aawscT s sLHaMAw RousE MAIN HOUSE o rn EXISTING SECTIONS RESIDENCE o ° No.6622,T'I a Ye Mq�e55 —N BY GM Qb,IX � E05TO N' � S2z0a- 253 SEAPUIT RIVER RD A S—E:AS NOTED OSTERVILLE.MA Q MA / y PE "`•'°"" " 5'COf1 I3SERIEMBER-0 I I I' --------------- _ DISIINL �� I� � GRAWl�6PACE I Y STbRAGE BSMO AIR ��'�"'�" I ® mxc I I BATH I PACE 4WLSOSPAGE Y I I 0 STL- AGE 6'-]y' ST AGE I ❑ ❑ ❑ ❑ I GRAWL�PACE SµAB Oh�GRADE �"thED AqC RENOVATED BASEMENT PLAN SCALE:li—l'-WMAIN HOUSE 1 RE SOM Q' 9 A CH LAEFFARCHITECTURE PRo.iECT♦s�HaMUN Rouse TITLE: GENERAL NOTES: � ARCHITECTURE+DESIGN � � RENOVATED BASEMENT PLAN �22 leMbe.MA 02e55 RESIDENCE ® d .e _��, F-:px BY GM. Oc D O.W BO S'TG2dkL„ 253 SEAPDIT RIVER RD. �� cnue As Horeo OSTERVILLE,MA 1471/� �� � r .�.2 nia+aaen.rnm �y ivY�?1� DATE:135EPtFMBERAtO Al . 0 LIMIT OF WORK r---------------------------------------------------------, I fvoYz• s*'d/i _ ref �' d-.r; I �Y; s`ss/! —6_aY_.- �. ^ey' s'-ee/f dl s'"�' <'�s/e r-�46' r-Zy r-ry a.K• ' ' I , �1 (, I I o I I I LAVER PORCN I I C— o o oK iu I t��9 I Y 5p'EXRY , t PoOt� F]YTRY 5STPet ...�Ezl � O ® wPomm F Y smw� I Bnei/ — 1 a II II © / I ____n NAn�STAR ruamaooN I a"�' I r•d s''"1i' dam' Y' tr�' II II I I I I I I ' II �� ) G- � rrnExev vaau� 7-' SORE°aoucu 0 Eo Ell V-2Y4' L==�J \ / I I � I I ___ e-�Y.' rry s`sl? d•zj'i rdY' -- � I I _ ex-nY• mom• m-f ILwI I I L--------------------------------------------1-----� RENOVATED FIRST FLOOR PLAN SCALE:t/<'-V' 1 v NICHOLAEFF aECT x siNSMAkr NousE REvlsiDrvs _ _ TITLE. VAIN HOUSE ! , GENERAL NOTES Ro�+ O •$'� RENOVATED FIRST FLOOR .Ma...o.a ...e.......,m7,,, u....,. .� .A RESIDENCE a� e w.°°.. ARCHITECTURE DESIGN oAAw e,— rvB. DM.oD.o" - t Q No.6622. � � D'B..S-S05.2022.0 MA M -- - 253 SEA PUIT RIVER RD. xi F 5 OSTERVILLE,MA BOSTO N, .,,,,.a,,,� °"�`°� "•4oa•'•""•' �mowsn ram scALE.As rvDTED --- MA J DATE:135EPTEMBER 2t1t0 __ Al . 1 LIMIT OF WORK r---------------------------------------------------------, I I I I O vl RE1aT1� Iypwq���ryp gp j� — ® ® ( - p <eAixTM E si a n \ 11.1 33TTAR 0 y,• — — ��. L z� p ® rex 3110 e —— ( O ILL :„ ® ® q 11 i ae . 0 n v ®® ____________- ALI, _ ___ wroown roz 0 O AeovE mT� T 6 Ya e-«Yi I ^r I I I I I I L--------------------------------------------------� .�EgED ARC/ NiCy, /FNx RENOVATED FIRST FLOOR PLAN SCALE 1W 1 Q- '9 NICHOLAEFFI`— �ev5�oas TITLE'. MAIN HOUSE O T GENERAL NOTES: ARCHITECTURE+DESIGN as°scT�s Y an nousE RENOVATED SECOND FLOOR RESIDENCE o ° No.6622• n BOSTO N, ~ T a�<za sAzs�e 253 SEAPUIT RIVER RD. ��' M A �F ,....-ad...mm...�^ s ah scnLs.ns — OSTERMLLE.MA aee yFgl SS�� A1 . 2 ---------------------- 0 N 1 0 /A ------------- _ 01 F1 FF ------- nc ----- amp nrx -- ------ ------ --- -------- " dal `nW "sl ----------------------- Im V --------- .......CZ-11 --------- --- A �7_ li�/0 X.: X LEGEND: WINIMM 42'EAVE 42' EAVE W1 GUTTER NOTE: tamm 10:EAVE INSTALL ICE S WATER —T 10 RAKE SHIELD AT ALL VALLEYS, FLAT ROOF EAVE RIDGES,DOORMERS,RAKEr MR.—SA 1A1=.A."11V——GE EDGES,EAVES,LOW T., SLOPED AREAS AND �,;,OLY VAPCR PROPOSED DOWN CHANGE IN PITCH SPOUT LOCATION CONDITIONS. .—L.T. 10111, DORMER RENOVATED ROOF PLAN SCALE:1141'- eeaI-A y Dew�E APP=.jZ AH ATI�VVA 12 A A. 12[7 1 PSROT T .Z7Z' —p A— T-—...T—I— I-IT.— TI.I.K: .A=='IN TYPICAL 1100F CONSTRUCTION FLAB D W IAZ�- WESTERN RED CEDAR ROOF SHINGLES PERFECTION I.E.— ....IS. R:A 12 �A: GRADE.11 BLUE LABEL OVER CEDAR SAVER OVER N =E TON A- 3—POOP PELT OVER 5/8'CDX I-WOOD- GRACE.1—LA51L 12 R 'CEDAR 1A 12 DETAI CONTINUOUS RIDGE VENT W/WOVEN SHNGLE RIDGE U_V"=1T— .RLAT. 12�7 _.RLAI. I '111A1 1A1UnDBR!A1yIH1NT CAPS TYP.,WOVEN SHINGLE HIPS AND VALLEYS.pl— Kg I H1LY I—. P WALL AND WATER GENERAL ROOF NOTES TI I' VES C&AID WATER 510— AT&I11-0 1� ALL RIDGE CONDNNS SHALL HA E CON—OUS RIDGE T" W ...TO 36'ASC_ 7T-P —T AN.WOVEN15 20—..ATEQ C.PP.R L =WTIZZ TYP El—W.— 4 ALL VALLEYS SHALL BE CLOSED WITH CONC-1— .—T.- -—1._PP.. '0 W11..A. FLA GITTER B—I! =1.0.1 AZ�K —A..—W/ WP 3. ALL HIPS SHALL HAVE WOVEN SHINGLE CAPE TRIN T'4 A�l 4. LOCATIONS FOR ALL ROOF PENETRATIONS((PLUMBING(PLUMBING_'R111 STACKS,FIREPLACE APPROVAL VENT-)SHALL BE SUBMITTED X., TO ARCHITECT FOR PROVAI_PRIOR TO ROUGH oT 4. T Sf'pWIG �7—T. N ' C=z a T —.4 '—T ' I—TB: P—T AP- --PANT RA:� T——DU PAII IP 1— .1 A- T. L 12"GUTTER DETAIL SCALI,`I.,r2j 12" EAVE DETAIL A-1/1-1-1131 E DETAIL SCALE:,I,z'- -U` 4 FLAT ROOF EAVE DETAIL SCALE:1-1/Z- ROOF NOTES SCALE:NTS 6 REVIsroNs NICHOLAEFF TITLE, GENERAL NO]ES MAIN HOUSE NIC ARCHITECTURE DESIGN 0 =s— N.1 RESIDENCE A 253 GMoDD SEAPUIT RIVER RD. No.6622, ZZ SCA-E AS OSTERVILE,MA -n BOSTON, 13SEPT&A-10 MA \10 sc OF V1 . 3 CONTRACTOR TO STRP E—E ROOF D TO—STRATE t REPLACE ROTTEN ESTERN RED CEDAR TFYX BUTT ROOF DDSTOM PROFILE—EAVE TB N TYPICAL PLYWOOD AS REOJRmI CONTRACTOR TO N3TALL NEW WESTERN RED CEDAR —M, 31-InGLEN PERFECrpn GRapE,sT BLLE (P'NTBD WMTE(-SEE ROOF FLAN E DETAILS SHlK.IES AND CFDdR SAVE OVER JOR FELT. T.F LABEL OVER•CEDAR SAVER•OVER]OA ROOF PELT OVER s/a con PLYWOOD- CONTew:OtAS RODE vent W/woven SFInGLE on,Ry. s ttP-wovEn sueIGLE MPs anD L ors TIP. h —-—-—-—-—-—-—-— —-—-— p m NO: �a< I F LAB V&I�IECA51b SAV REOVER JO i0 ELT E E REOIn__TS-TYPT(cOLOR: AD'b R R VALLEYS.TTP. -WOVEn SHMGLE WVJ A- w`"rEl A L BE 4RCFITECT. 4LL CORNERS TOVBE—Y-. RENOVATED NORTH ELEVATION SCALE:114•=1'P 1 CONTRACTOR TO STRIP ENME ROOF DOWN TO S TRATE f REPLACE ROTTEN PLYWOOD AS RE01.1RED CANIRACTOR TO- ILL l£W WESTERN RED CEDAR bHINGI.Es AND CFlJAR SAVE OVER]Os FELT. CUSTOM PROPEL—EAVE TRIM TYPICAL (Pq—wuITEI-SEE ROOF PLAn E DETAILS a TMce BUTT ARCHR-.0 LER Rq�nG RO MATCH TY1, TURAL DErg4.l ADE sl — e�r Dues s�ieg c�P qEA ovER Jo. Roof P LrwooD- _htreal:--- ___________ _--------_-__ ca--.R�nGE V-1�Z wo sHw.LE V��"un 0.®GE CAPS TYP.,WOVEN SMWGLE RIPS A- — IA—a 0.P 6 AtIC RDJR YYF tt RNIR R[a A F �a1tls[m�o _—_---_—_ - — __ _ IL FFM REEO F1 F1[I F1 MR P TE gRCMITECTURAL L n. R dN IN -TY—Al —NEW SCRERED PORCH R. T ALL TIERS TO BE wOVEn. RENOVATED SOUTH ELEVATION SCALE:1i =1•-0 2 MAIN HOUSE �\S NBC `yf ARCHITECTURELAEFFDESIGN PFWECTr SLN3MH R—E sloes TITLEIC T GENERAL NOTES: RESIDENCE Q //�y� y� CDRAWN — - NEW ELEVATIONS �V �� Bt3 Mein NI FAWN EY. Ode.A 2e55 253 SEAPUIT RIVER RO. rweaapo D - OSTERVILLE,MA p No.6622. T N "R^^^^.rt ncNtlaeN.,ml CALE:AS NOTED - - .�..n.....,. BOSTON. �V .. .>,....00.o,.m„,�...,,..�,...m.e _ ... aa��qe mPe DATE.135EPTEMEEF 2pt0 -- — MA --- - FWl - A2 . 1 CO—CT OR TO$-F ENiRE ROOF O TO SWSTRATE f REPLACE ROTTFJI PLYWOOD AS REOUREO.CONTRACTOR TO Al4TALL MW WESTERn RED CEDAR EIAiGLES AID CEDAR SAVE OVER 30a FELT. WESTE ICR WTT ROOF N BLUE _ L c SO+ 9 S' D%PLYWOOD- CANTMKYJ9 ROGE VENT W/WovEn 9HIIYGLE h my or 0.nuoo RocE________________ ___________ R06E c4v9 Trv,WOVEn 3HnGLE HIv9 AND VALLG T b r,mP I,, Em or saoxo Roa+ .s _ a 0 T a TTEll MEW SCFEFlED PORCH N x c AD OORSD O Ep1AL, b CEEGURBMBN RTS i'rOvo(OLOR: WP_E An RENOVATED EAST ELEVATION SCALE:T/A' 11 CONTRACTOR TO STRP ENTRE ROOF OOW TO SUBSTRATE f REPLACE ROTTEN PLYWOOD AS REOLRED.CONTRALTOR TO NSTALL NEW WESTERN RED CEDAR SBMCI.ES A-CEDAR SAVE OVER 3dt FELT. fPenTPn W_EI-SEE RooF vLAn f DCT RREp C CR BUTT RaoF sB E ROOF FELT OVER--CD%vLTWOOD- cONTM0009 ROGE VENT W/WOVEN SHpvGLE w57e O I SW ___ _ ___—_—_—_ _ .—___---_ .— - nR - Pew MOT ARCNrt SERIEa ALUNRvuM cuo T' wrponb t DOOR o O Ro ANO o WR E TO ounL. A DE MPACT b MEET M483.BMLORIG c0 �rtBl An CE REpuREMEnTb-TTv,ICOLOR: ----- —_—__ _ rc s[co-o Raw B 'T ---I— .asNm— Bro vu __—__ —- A0-- C—vnol--LEM_D _ AL CIDAR SO—ALL bH1—.R R` G. 11 TO B AIPVROYEP BE%v ARCMTECT.S4LL CORNERS TO BE wpVEn�RE CCUR RENOVATED WEST ELEVATION SCALE:,/A'=,•-D 2 MAIN HOUSE ,�J`LC3C C'y GENERAL NOTES NICHOLAEFF PROJECT+sLNaM NnwsE ----- REVISIONS TITLE: ARCHITECTURE DESIGN NEW ELEVATIONS RESIDENCE - (1- �7 T 8 apMA 02B.S D 253 SEAPUIT RIVER RD. l Cn F soa so Sao OSTERVIL E,MA TI i C ,..,.e.R aKNwaan.�N SCALE:AS NOTED -- BOS'TO N, ~' G ,..m....o....,..e .< ATE:13 SEPTEMBER NRO �p MA J� �y, a�^da...�,.,..,..,..,..a._m...d... A2 . 2 2�`�9C TN OF iv1P`'S�� t►2 U U - - - WOVEM SHINGLE RIDGE GAPS.TYP. _� TYPICAL ROOF CON3TRLr TON WESTERN RED CEDAR THICK BUTT ROOF SHNGLE3 PERFECTION GRADE.R1 BLUE LABEL OVER'CEDAR SAVER'OVER 301 '_ ---__ ROOF FELT OVER S/B'CDX PLYWOOD- •Bxx+ CONTNUOUS RIDGE VENT W/WOVEN SHINGLE RIDGE CAPS TYP.,WOVEN SHINGLE HIPS AND VALLEYS,TYP. EAg: -ADHERED.060 REINFORCED PVC _ MEMBRANE OVER 1/1•/PT TAPERED IA" Y ARCHITECT APROVED E W Dnn L.ARnAPt oRRED J TYFCAL CATHEDRAL INSULATION: 9'IR-301 K.F.FIBERGLASS.INSTALL VENT BAFFLES AT THE INTERSECTION OF RAFTERS TO PROVIDE AIRFLOW TO THE EAVE VENTS, TYP. CUSTOM PROFIL_—CAVE TRM TYPICAL - "- --- --- (PANTED WHTEI-seE RooF PLAN a DeTAt.-s ___-_-_ SEREs pwnlnuM CLAD DOORS OR APPROVED.OVAL, ub o NDDooRS TO 6 T T E REa.IwEMENTS T- P.ICOLOR: wu A c TYPICAL WALL CONSTRUCTION:STAINED WHITE CEDAR SHINGLES R E R,-- EXPOSURE OVER 15-FELT.1/2'CDX h ro>m Rtere Rme ♦ _ _ ______ _ ___ _ _ _ - PLYWOOD SHEATHING,EXISTING-STUDS F ti eesrao _ _ _. •16'OC..R s nme -21 K.R.FIBERGLASS INSULATION. y:-�•-�� B- - --- --'------ 1/I BLUEBOARD W/VENEER PLASTER.2 COAT SYSTEM TYPICAL CEILING:1/2'BLUEBOARD ON 1X3 STRAPPING s 16-O"G.W/VENEER PLASTER, I COAT SYSTEM, PROVIDE 9'UNFACED T Q BATT INSULATION. R H CUSTOM COMPOSITE COLUMN TYPICAL SECOND R C.Y'TtG _ DATT D F TIOM 1.3 STRAPPING s etv an OE.,X•B RD W/VENEER PLASTER. Q COAT SYSTEM A ECK GLUED A rM N„ ,+ PLYWOOD .- UN-1-Al.9 R-30 F.NSULA— 'y 77— _ Im m cdxvErt SIB-B NEW BUILDING SECTION SCALE:1vo'_1 y WOVEN SHINGLE RIDGE CAPS,TYP. _��RRIY--____________________-_____-___--__ _-. TYPICAL ROOF CONSTRUCTON: WESTERN RED CEDAR THICK BUTT ROOF SHINGLES PERFECTION GRADE,•1 BLUE LLY-pDHe LABEL OVER•CEDAR SAVER'OVER 3- PAPEREDVC ROOF FELT OVER 5/9'CDX PLYWOOD- TONIISARNAPB-HR ED \`N CONTIIIUDUS RIDGE VENT W/WOVEN AS AR_CT PPROV-SOUA J SHINGLE RIDGE CAPS TYP.,WOVEN SHINGLE HIFS AND T VALLEYS T rP. TYROAL CATHEDRAL INSULATION: 9'UK-301 K.F.FIBERGLASS.NSTALL VENT BAFFLES TYPICAL ATnc uwitoN AT THE NTERSECTON OF RAFTERS TO -SS HIGH-DENSrtI'CLOSED CELL SPRAY PROVDE AIRFLDW TO THE EAVE VENTS. APPLIED PO AM INSULATION AT FLAT I TYP. CATHEDRAL CE -B ruJ \ CUSTOM P.l—E AZEK CAVE TRIN TYPICAL -_-_ _ - _--_-_.__.---"-_-- (PAINTED WHTEI �A a E'RbR�oowl r�D— TO AI T EETPwA.._OUPtEM O_rt1PT_S WES STANCE - .(COLOR: 1 TYPICAL WALL CONSTRUCTION:STAINED WHITE CEDAR SHINGLES R E R,6'.- EXPOSURE OVER IS-FELT.1/2'CDX -h mr m Sxan nooe-. PLYWOOD SHEATHING,EXISTING-STUDS S 46 O,C.,R-21 K F.FIBERGLASS INSULATION. BLUEBOARD W/VENEER PLASTER,2 COAT SYSTEM TYPICAL CEILING:4/2'BLUEBOARD ON 1X3 STRAPPING i 16.O.C.W/VENEER PLASTER. 2 COAT SYSTEM. PROVIDE 9-UNFACED TA p BATT INSULATION_ CUSTOM COMPOST.COLUMN v3'PDTU 23o FLOOORLJ-8 Rs AIL D 'TAG 9 Y OOD—K,G-AND N LATON.1. RnPPNG mm Ram a O.c,15 B6L1:EBOARD w/veneER PI-A—, _-_-_-_-. 12 COAT$YSTEMj L1O FLOOR JO 0.1 S/°•Tt G Pl- ECK GgUEDBAND ryALED.3/A' PLYWOOD U1De.RLAY,4 R 90 K.P.INSULATON. O ^N EXISTING FOUNOA-N TO REMAIN T NEW BUILDING SECTION SCALE:vA' 2 �ERt ARC/ GENERAL NOTES: NICHOLAEFF PROJECT 1 SLI-1I-SE -- TITLE: REVISIONS MAIN HOUSE �\S •'�. ARCHITECTURE DESIGN NEW SECTIONS RESIDENCE F� yE Nictio `` B,2Mansee, RA -- -- (r� �°20�10 scALE:As NOTEo 253 SEAPUIT RIVER RD. � dean mm _ _ OSTERVILLE,MA n T� 7 '^^^-•'� o " No.6622, DATE:,35EP EMBER 20,U 2 BOSTON.p MA �S��/�J�I o...,d,..Aa,.a..,.,,...o..em� A3 . 1 r OF`"a4'j-� /� gr-rJ(�• ------------------ ---- 0 � 0 � --- ---------- ------------z ------------------ .�... '1 os 4LAUNDRY- --- - -- --t-SPACE I _ a a i,y -AIL... MmTO3TAIR I 1� e BATH MECH. CRAWL SPACE AWLSOSPAC_ [. R tout. Q AT, IIIHI MECN. O cPNc. - I I •.ur 4 Par .rr,rAl na,ronmcaL III IIII 6'-7f/s 9TOROAGE ruraTa-nP \ �^'1 4 CR4WLN8PACE L v w $ _ _ ERIC J. ti( ` CEDERHOLM o ' ro"~' � O STRUCTURAL 4E S ABOR4DE u No. 38962 " NEW PD ND4 aN A D •pp L--- - -------------- BLAB Dn�RRADE FDR ; I I scRBENEn PDacH �`{Y -- C: N T -ATION RENOVATED FOUNDATION PLAN SDA E:,,<• HEADER AND BEAM SCHEDULE MARK SIZE MARK SIZE L-1 (2)2xfi W/11A'CD%PL. 1 11(1 1312 x 6 L-3 ' (2)MD W/i/2'CD%PL. L-12 ' (3)2 x 0 EW cOHp L-3A (112.12 L-13 ' (3)2 x 10• uTunETREATED se L-4 1 1 (2)2x12 W/1/2'CDX P L-14 (3)2 x 12 PREBBURe TRPSTep 3%e L-5 l2l l,)S'x 9.5'LVL L-IS (3)1]/4'x 9 1/2'LVL PLATE OVER SILL SEALER 1 (2)I.]5'x II.B]5'LVL L-16 1 <J>1 3/4'x 11 1/8'LVL x ABRWR L-] (1)1.75'x 14'LVL L-1] ' (3)1 3/4'x 14'LVL - ---- L-B 1 (2)1.75'x-14'LVL 4LL L%o•,6'o.G L-9 (I)1.75'%14'1,55E TIMBERSTRAND LSL L-10 (1)L25'X M'TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE L-11 STANDARD HEADERS (3)2'x D'V/1/2'COX DF _ _ •� Rao PELT PAPER CR TBP w 5x GRADE L-22 (1>1.>5'x 11.8]5'1.55E i1MBERSTRANO LSL SHEATHING NAILING REQUIREMENTS RENPRK --- ElfY.=-i-S-I x' RGl�AL2NT NOLSTLRE BARRIOR L-23 35'%IF I SSE TJ-W TIMBERSTRAND LSL EXTERIOR WALLS COLUMN SCHEDULE Ia1 AD BARB cdrTn. - R mgpE P4cE oP LEo6e L-21 3.5'X l4.2.0E PARALLAM PSL 1/2'ABA fitl COMMON NPILS-6'o.c.EDGES ANO MARK SIZE NARK SIZE TOP 3%4 P.T.BEAR:.PLATE L-2$ 3.5'%9.5'1.55E TIMBERSTRAND LSL C➢%PLY 12'oc INTERMEDIATE.BLOCK ALL JOINTS ALL JOINTS BLOCKED - - u X,g'AnCHOR CONTN PABTEIY WR AIRSPACE L-26 33'X 11.6]5'1.55E TJ-W TIMBERSTRAND LSL CI 4X6 P.T.POii CIA 4X4 POST DOUG-FIR POLTI CED•6O OC POWDER ACTl1ATEOH INTERIOR BEARING WALLS C%X+cRETE nA.N..b•3x' wn o ono L-27 5.25'%9.5'20E PARALLAX PSL C2 (2>2%6 C2a (2>2%4 I/2'GYP, 6d x I-]/e'COOLER NAILS-a•D.C.HAK P 1ST FLOOR ONLY ------- - HOR2 L-29 5.25'%11S-2.0E PARALLAX PSL EA[H SIDE C] OJ 2X6 L3A (3)2%4THE 1--29 5.25'%10'2.0E PARALLAX PSL 1/2'GYP. 6tl x I-]/B'COOLER NAILS-]'OC.MA%DR ALL FLOLRS AHOVE CA CORNER PILASTERS]/2'x6'KING STUDS SET IN WALL CONSTRU'CIION L-3D 2>L]5'x 11.875'1.55E TJ-V TIMBERSTRAND LSL _ EACH BIDENG.x 1-l/4•TAPERED SCREWS P 11'D.C. FIRST L oowELg L-31 (3)L25'x ILB)5'1.3E TJ-W RIMBOARO LSL C4A CORNER PILASTER-3/2'x4-KING STUDS SET IN WALL CONSTRUCTION •(g O.G (� L-32 (2)1.75'x II.B75'2,0E P.T.PARALLAM C7I51 HSS 3'%3'%3/16'SO.TUBE COLUMN(12'-D'MAX.HEIGHT.)Fy=46 KS.L FOUNDATION NOTES: TOR To L-33 35'%14.1.55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) CB 'HSS 4'x4'xl/4'SOUARE TUBE COLUXN(12'-0'MAX.HEIGHT) Fy=46KSI T.<•SLAB ON GRADE WITH 6a6-W4.4aW4.4 W.W.F.ON 6 MIL.POLY VAPOR BARRIER.PLACE SLAB cONDIT'ONS R-RE, NOTES, MONOLTTF4ICALLY W/O CONSTRUCTON JOINTS, CUT CRACK CONTROL JOINTS AT MAN FRAME BY EXLBTNG oRAOE OPENING ROOF ABOVE ROOF L I FLR ROOF L 2 FLRSL 04R3 2 SEE STRUCTURAL NOTES FOR REWIRED WOOD SPECIES AND GRADE. L9 HSS 3•%4'XI/4•RECTANGULAR COLUMN(12'-0•MAX.A% HEIGHT)Fy=46KS[ LAYOUTS AND CALUMNS WfTHIN H2I HOURS OF POUR. cocOnTPBAU. 2.NAIL EACH PLY OF MULTIPLE MEMBER HEADERS V/(2)ROWS UP TO 3'-0' 1 J L 1 K 1 J L 1 K 1 J 6 K CID HSS 5'x5'x3/B'RECTANGULAR COLUXN(12'-0"MA%.HEIGHT)Fy46KSI 2.VERIFY 4LL FlNISHED FLOOR ELEVATIONS WITH CIVIL DRAWNG3 PRIOR TO CONSTRUCTKJrv. a Id o 12tl NAILS P 12'O.C.U.N.D. ]'-D'TD 6'-0' I J L 1 N 2 J L I K 2 J L 1 K I 3.NAIL EACH PLY OF MULTIPLE MEMBER HEADERS V/(3)ROWS 6-0'TO 9'-D' 2 J L 2 K 2 J L 2 K 2 J L 2 K Cl2 3.5'%3.5'LBE PARALLAX PSL COLUMN 3.COORDINATE VENEER STONE LOGATKJNS WITH ARCH.AND LANDSCAPE DRAWINGS. r p 12d NAILS P 12'OC.U.N.O. C13 3.5'%5.25'I.eE PARALLAN PBL COLUMN a.GLUE L NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/(4)ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) 4.STEP FOOTNG,HORIZONTAL.TO,VERTICAL 19 4w•eoT'ioN 1Id NPILS 2 12'O.C.U.N.O. Cld 5.25•X 5.25-LEE PARALLAM PSL COLUMN h 5,MOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE S.ALL DMENSIONS MUST BE COORDINATED AND VERIFIED W/ARCHITECTURAL PRIOR TO Tim- -- ANUFACTURERS REQUIREMENTS,U.N.❑. II TO 3'-0' I J L 1 K 1 J L I K CIS IS 2'X6'XI/4' CONSTRUCTION- PRE-ENGINEERED COMPONENT HEADERS A BY SUBSTITUTED FOR THE ]'-0'TD 6'-0' ]J L 1 K 2 J L 1 K CI] 3-1/2'DIA.CONC.FILLED STEEL TUBE COLUMN .-T.KEYWAY- 'i a 6 HEADERS SHOWN. THE CONTRACTOR SHALL SUBMIT SIGNED L SEALED 6'-0'i0 9'-0' 2 J L 2 K 2 J L 2 K 6,GEOTECH.MUST PROVIDE 95 Y.OR BETTER ISM MATERIAL)COMPACTED FILL.E DISPECTED e3 VERTK:4L BSHJou3 d SHOP DRAWINGS TO THE BE R.FOR APPROVAL PRIOR TO fABRICATiON WHERE J=JACK UNDER HEALER C2u 1,1511.5-TIMBERSTRAND TSL KING STUDS _ PER A QUALIFIED TECHNICAN PRIOR TO POURING SLAB ON GRADE a,e Oc.Con ].PROVIDE 1/2'EXTERIOR PLYWOOD B'TWNBEAN EA.PLY OF 2.HEADERS K=KING STOO ALONGSIDE OF JACK 1.ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N,D. �2/%x4•sTRm Pooia,G-- <E%CEPi P EXTERIOR BALCONY BEAMS),HATCH DEPTH OF HEADER. NOTES T.STEEL BEAM POCKETS:PROVIDE,/4•X 6'X 5'STEEL PLATES SET N NON-SHRINK GROUT ].ALL BUILT VP COLUMNS i0 BE NAILED YATH 16d E B Q.C. 131-Pb BARS CONT, B.ONE PIECE PARALLAM(PSL)BEAMS OF EDUAL WIDTH MAY BE I.ALL JACKS L%INGS ARE ASSUMED TO BE 2x4 SPF-p2 3.STEEL COLUMNS i0 8E MANUF,TO gSTM q51}, BED.SET BEAM POCKET ELEVATION AS REQUIRED TO ALLOW FOR BOTTOM OF STEEL SUBSTITUTED FOR ULTIPLE LVL 9EAHS. GRADE OR BETTER. a.PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS C TOP&BOTTOM. ELEVATION,BEARING PLATE,AND GROUT BED. 2'O' 9.ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 2.ALL JACKS L KINGS 10 BE NAILED x/I6 NAILS P B'OC. 5 PROVIDE 3/B-%5-X5•TOP k BOTTOM PLATES.WELD ALL CONNECTONS SEE STRUCTURAL NOTE 5D. 6.PROVIDE ALL HORIZONTAL WALL BARS W/28'X 28'DEDICATED CORNER BARS RUN BACK ALONG THE WALL BARS AND LAP SPLICED IN EACH DIRECTKON. 'O^""'xlp1p y"1°"•a""�'-^"�"'^�'O^"^" STANDARD STRUCTURAL CALLOUTS SCALE.,I4•=,'-D• p FOUNDATION NOTES SCALE:N.T.S. 3 FOUNDATION DETAIL SCALE:T"=1'-0 4 MAIN HOUSE GENERAL NOTES ARCHITECTURE RE r DESIGN PROJECT R SLHIM 3-PY wusE "E TITLE. - ----- FOUNDATION PLAN RESIDENCE MAD2e66 BY: a me,N T 50B 4205298 253 SEA IT RIVER RD. 5084 zzda s OT SCALE AS NED -- ----- OSTERVILLE.MA yc, m.2 a_.FAe '1 ' a'""`"`O•"•m"=�`•'''��••""' DATE t SEPTEM6EH.10S1 . 0 - � Jt,r�rJ I I i I Fr B�------------------ I IH. I I Bs I � =.. I I II I II I II II I I II it I II II I I � II II I I II I o o I II II q I � - A II II < II II II I t �c I x� II II a u p is ., ce c I I I I ti FAA it ns n n � I •5. D II R�R I I I I I I RENOVATED FIRST FLOOR FRAMING PLAN SCA-I -m y HEADER AND BEAM SCHEDULE(1) NARK SIZE SIZE L-1 Ix (2)2.6 W/1/2'CDX PL. HLR11'R (3)2.6 L-]" (2)2.10 V/112"COX PL L-12'' (11 2.B L-3A 1)2x12 _-1]'x' (3)2.10 L-4 ' (2>2x12 W/1/2"CD%PL 1-11 IT' (3)2.12 L-5" (2 175'. LVL L-15')' (])t 3/4'.9 1/2'LVL jH OF L-6' l21 1 l5'.11.8 11.895'LVL L-T (1)IJ5•.11'LVL L-17 1" (3)1 3/4•.14'LVL '9 L-B'4' 121 1.25'.14'LVL L-9 (1)115"%14.1.55E TIMBERSTRAND LSL L-10 (1)1.25-X 14-TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE I 0 /+ TE�RICL�J.�/ N L-13 STANDARD)1.75' HEADERS,(3) TIMBERSTRAND W/t/z'C➢% CE✓ERI IOLIVI L-22 (l)I.)5'x O.B15'1.55E i4BERS RAND LSL SHEATHING NAILING RE WALL CNTS REMARK COLUMN SCHEDULE TIMBERS LRAND LSL EXTERIOR WALLS O STRUCTURAL L-24 3.5-X 14.2.0E PARALLAX PSL i/2'APA 12 COMMON IN NAILS-6'I.C.EDGES AND El S12E NARK SIZE L-25 3.5'%9.5-1.55E TIMBERSTRAND LSL Cox PLY 12'o.c.INTERMEDIATE.BLOCK ALL JOINTS ALL JOINTS BLOCKED L) (n L-21 3,5•X II.B25•ISSE TJ-W TIMBERSTRAND LSL C1 0%6 PT POST LIA 4%4 POST➢DUG-FIR 38962 IMTCDOLE BEARING WALLS C2 (z)2x6 C2A 121 2X4 No. L-22 525'X 9.5.20E PARPLLAM PSL 1/2'GYP, 6d.I-9/8'COOLER NAILS-a'O.C.MAX 6 lST FLOOR ONLY L-28 525'%11.875-2.0E PARALLAX PSL EACH SIDE C3 (3)2%6 C3A (3)2%4 A L-29 525'X 14.2pE PARALLAM PSL EACH SIDE NO GYP'6d /B' -1/4•TAPERED SCREWS C4 CORNER PILASTER]/2'.6•KING STUDS SET IN WALL CONSTRUCTION IJ L-30 QU 5'.11.825"1.55E TJ-W TIMBERSTRAND LSL E .1- COOLER NAILS CC S .MAX OR ALL FLOORS ABOVE Qr^ J EAC .x S P 12'O.C. FIRST II.B/5 L-31 (]l 125' 1.3E TJ-W RI.-R.LSL C4A CORNER PILASTER 3/2'.4-KING STUDS SET IN WALL CONSTRUCTION . x ' �^,i L-32 (2)1.25-.II.BJ5"2.0E P.T.PARALLAH C)(5'HSS 3•%3'%3/16'SO.TUBE COLUNN 112•-0•MAX.HEIGHT.)Fy=46 K.S.I. 'CONAl L-33 3.5'X 14.1.55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) CeO HSS 4'.4'4/4•SQUARE TUBE COLUMN(12•-0"MAX.HEIGHT) Fy=46KS1 I(O NOTES OPENING ROOF ABOVE ROOF t 1 FLR ROOF L 2 FLRS C9 HSS 3'%4'XI/4'RECTANGULAR CDLUNN(1]'-0-MAX.HEIGHT)Fy-46KS1 16 1.SEE STRUCTURAL NOTES FOR REWIRED WOOD SPECIES AND GRADE. 2,NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/(2)ROWS UP TO 3-F 1 J L 1 K 1 J L I K C10 HSS 5'x5'.3/B•RECTANGULAR CMUMN(12'-0'MAX.HEIGHT)Fy=46XS1 12d NAILS B 12-DC U.N.O. 3'-0•TO 6'-D' I J L I K 2 J L I K 2 J L I K C12'•'].5'%]5'I.BE PARPLLAM PSL COLUMN J.NAIL EALH PLY OF MULTIPLE MEMBER HEADERS W/(3)ROWS 6-0'TO 9'-0' 2 J L 2 K 2 J L 2 K 2 J 6 2 K 12d NAILS B 12.SO U.N.O. C13 ]5-%5 25'LBE PARALLAH PSL COLUMN 4.GLUE L NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/(4)RDWS JACK SCHEDULE (INTERIOR BEARING WALLS) 12d NAILS B 12'O.C.UNA. OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE C14 525'X 525'ISE PARALLAH PSL COLUMN 5 BOLT MULTIPLE LVL HEADERS FOR SIBE LOADED CONDITIONS PER LI5 IS 2'%6'Xl/4' MANUFACTURERS REQUIREMENTS,ONO. UP TO 3'-0" 1 J L I K 1 J L I N 6.PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE 3'-W TO 6'-0' I J L!K 2 J L I K CI) 3-1/2•IRA.CONC,FILLED STEEL TUBE COLUMN HEADERS SHOWN. THE CONTRACTOR APPROVAL SUBMIT SIGNED L SEALED 6'-0•TO 9'-O• 2 J L 2 K 2 J L 2 K SHOP DRAWINGS TO HE SER,FOR PRIOR TO FABRICATION. WHERE J=JACK UNDER HEADER C20 1.95"X59'TIMBERSTRAND TSL KING STUDS PROW X 1/2•PLYWOOD SHIN B•TWN EA.PLY OF 2.HEADERS K=KING STUD ALONGSIDE OF JACK 1.ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. (EXCEPT B EXTERIOR BALCONY BEAMS),MATCH DEPTH OF HEADER. NOTES, 2.ALL BUILT UP COLUMNS TO BE NAILED WITH 16d 6 6'O.C. B ONE PIECE PARALLAH(PSL)BEAMS OF EQUAL WIDTH MAY BE I.ALL JACKS L KINGS ARE ASSUMED TO BE 2.4 SPF-42 3.STEEL COLUMNS TO BE MANUF.TO ASTM A513. SO BST PUT TUTEO FOR MULTIPLE LVL BEAMS, ALL OR BETTER, 4.PRONDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS 0 TOP&BOTTOM. 9 ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 2,ALL JACKS L KINGS TO BE NAILED x/16tl NAILS P B"OC 5.PRONDE 3/e'%5•X5-TOP&BOTTOM PLATES,WELD ALL CONNECTIONS SEE STRUCTURAL NOTE 5D, STANDARD STRUCTURAL CALLOUTS SCAUE11/4• a 2 MAIN HOUSE NICHOLAEFF PROJECTS 9LH0-MNNHCUSE - ____.Ev 01S TITLE ARCHITECTURE+DESIGN GENERAL NOTES: 1 ST FLOOR FRAMING PLAN RESIDENCE B,2Main 9vem IXiP.WN BY:GM,WO.OR - ----__ _.__ 02665 T 5308 420 NIA 253 SEAPUIT RIVER RD. �2 SCALE.AS NOTED -Ui OSTERVILLE,MA !T,- OATE I SEPTEMBER 2010 --- - I I I I I I o o c1 I Ii I I , I I a a a a a Q� CLD6ET I \' I P 5 Nf N ;; -- B 1 ------------- II I f p a .... 'a5 :...... ..11 mac' q II I,I .._ - b 1 �J I RVED HEADERS- 1 2 DOABLE BOTTOM PLATE AT !LAYERS J/a44M-1/ PLYWOOD\ a BE ONO FLOOR WALL THAT USE WEST SYSTEM.-AHD 19 MBOARO OF THE LOWER MSTALL J ROWS OF J'SCREWS FIRST FLOOR WALL r 12 OC.-RP STRUCTURAL 11 MOLL POSTS FROM 4X6 P05TS .J 1 DOABLE BOTTOM PLATE AT \ SECOND FLOOR WALL THAT .I _13 MBOARO OF THE LOWER � FIRST FLOOR WALL � t �-- - - -� - -- -'- I DED.9-1/2 COVERED PORCH JOISTS TO I n-J/4x9-4/2 LVL'9 � � BE 4-3/4r6'LVLS v U LAST 4 JOISTS TO e _ ,+� r�LL 3/4r.9-1/2 LVL'S --- I I I I I I HEADER AND BEAM SCHEDULE"' B.RK SIZE MARK SIZE (2)2K6 W/1/2•CD%PL L-II'�' (J)f2)2x10 W/1/2-CD%PL. L-12') <3)2 z 8f1)2x12 L-13 ) 1312x IO (2)2x12 W/1/2-CD%PL. L-4<' (3)2 x 12 (2)L)5'x 9.5'LVL L-IS" (3)13/4-x 9 l/2-LVLf2l L)5'x II.B]S'LVL L-16' (3)1 3/4-x it 1/8-LVL L-) (il I75'x 14'LVL L-I) ' <3l 1 3/4'x 14'LVL N L-B'•' Ql IJS'X 1 4'LVL ��'"OF MA L <I)1.)5-%14'1-TIMBERSTRAND LSL L-10 m Lz-%-TTMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE (GP SS L-13 STANDARD HEADERS(3)P-R-W/1/2'CD% -a �^ I.)S'x 11.8)5'1.55E TIMBERSTRAND LSL SHEATHING NAILING"WALLS REMARK �l `% L-z3 35'%).5-I.s5E TJ-W TIMBERSTRAND LSL NTER1Ut WALLS COLUMN SCHEDULE L-26 1 3.3'%lI'2.0E PARALLPN PSL 1/2'PPP 6d COMMON NAILS-6'R.c.EDGES RNp MARK SIZE MARK Si2C ERIC J. G g2-9 3 % 5'1IMBERSTRAND LSL CDX PLY 12'R.c INTERMEDATE.BLOCK ALL JOINTS ALL JOINTS BLOCKED [1 s%6 P.T.POST LIA I%dPOST OOUG-FIR CEDERHOLM m 3.5'%II.B)5.1.55E TJ-W TIMBERSTRAND LSL INTERIOR BEARING VALLS O STRUCTURAL525•%118 2.0E PARALLPN PSL L2 f2)2%6 L2A (2l 2%4 5.25•%11-2 PA PPRALLAM PSL I/2•GYP 6tl%1-]/B'COOLER NAILS-t'O.L.MA% B 1ST ELIXIR ONLY ONo. 389625.25'X 14'2DE PPRALLAM PSL EACH SIDE C3 (3)2%6 �i C]A (3I 2%4(2)1.]5-x IIB)5.1.55E TJ-W TIMBERSTRAND LSL G . 6d.1-]/8'COOLER NAILS-)'O.C.MAX OR ALL FLOORS ABOVE C4 CORNER PILASTER:3/2'z6'KING STUDS SET IN WALL CONSTRUCTION EACHSIDENO.x 1-1/4'TAPERED SCREWS P 12'O.C. FIRST Q(3J 125'z 118)5'11EiJ-W'INBOARD LSL CIA CORNER PILASTER-3/2'%4'KING STUDS SEi IN VPLL CONSTRUCTION(2)I.>5'x 118I5'2DE Pi.PPRALAMC)'S' HSS 3'%3•%3/l6•SO TUBE COLUMN t12"-0'MA%.HEIGHT)Fy-46 K.Si. 13RNOTE3s'x 14•IssE nMBERsrRANO LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) OR, HSS 4•-1/4•SDUARE TUBE COLUMN<12'-D'MAX HEIGHT)Py-46KSI I SEE N 1.SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE. OPENING ROOF ABOVE RODE t 1 FLR RODE{2 FLRS C9 HSS 3'X4'%I/4'RECTANGULAR CDLUMN(12'-G"MAK.HEIGHT)Fy=46KSI ONA 2.INRiL EACH PLY OF MULTIPLE MEMBER HERDERS V/f2)ROWS UP TO 3'-D' 1 J L I K I J L 1 K 1 J L i K C10 HSS 5'z5'zJ/8'RECTANGULAR COLUMN(12'-0"MAXHEIGHT)Fy=46KSI iO 2d NAILS B 12•❑L. O 3%-TO 6'-0' I J L I K 2 J L I% 2 J L I K 3.NAIL EACH PLY OF MULTIPLE MEMBER HEARERS V/(3)ROWS 6_R.TO 9'-0' 2 J L 2 K 2 J L 2 K 2 J L 2 K Cl214'3.5"%].5'IBE PPRALLAM PSL COLUMN ,GE NAILS B 1E O.L.U.N.O CO 3.5'%525'1.8E PARALLPN PSL COLUMN 4 GLUE L NAIL EACH PLY OF MIA iiPLE MEMBER HEADERS V/(4)RAMS JACK SCHEDULE (INTERIOR BEARING WALLS),GEM NAILS 112'O.C.UN.O. OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE CH 5.25'%5.25'[BE PPRALLAM PSL COLUMN 5,BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER - MANUFACTURERS RCOUIREMENTS.U.N❑. UP TD 3'-0' 1 J{1 K 1 J L t K CIS IS 2'%6'XI/4' 6.PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE 1'-0'TO 6'-0' I J L 1 K 2JLIK CI) 3-1/2'DIA.CDNC,FILLED STEEL TUBE COLUMN HEADERS SHOWN. THE CONTRACTOR SHALL SUBMIT SIGNED L SEALED SHOP DRAWINGS TO THE SE.R,FOR APPROVAL PRIOR TO FABRICATION WHERE J=JPLK UNDER HEADER C20 1.15'%S5•TIMBERSTRAND TSL.KING STUDS ].PROVIDE 1/EX PLYWOOD SHIM 8BEAM) PLY OF 2. HEADERS =KING STUD ALONGSIDE OF JACK I.ALL COLUMNS ARE TO BE SPF STIIO CRADE OR BETTER U.N.O. (EXCEPT B E%iERi DR BALCONY BEAMS.MATCH DEPTH OF NERpER. NOTES% 2.ALL BUNT UP COLUMNS TO F NAILED ARTHADE 18U E B"O.L. 8.ONE PIECE ARALLAH PSL)BEAMS OF EQUAL WIDTH MAY BE I.ALL JACKS L KINGS ARE ASSUMED TO BE 2K4 SPF-K2 32 STEEL COLUMNS COLUMNS BE MAN BE, AI ASTM A511. SUBSTITUTED FOR MULTIPLE LVL SEAMS GRADE OR BETTER. 4.PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS O TOP k BOTTOM. 9.AL L 0U0 BEAMS EXPOSED i0 E:.THE2 SI.nl.9E PRESSURE TREATED, 2.P JACKS L KINGS TO BE NAILED r/16C NAILS E B'G.C. 5.PROVIDE 3/B--%5%5'TOP h 311T.H PLATES.YIELD ALL CONNECTIONS SEE STRUCTURAL NOTE 50 �-' STANDARD STRUCTURAL CALLOUTS SCALE:1AV 1•-0 2 RENOVATED SECOND FLOOR FRAMING PLAN SCALE.1/4 1 NICHOLAEFF REVID-S TITLE. GENERAL NOTES: PROJ2cTA SLM3-MAIN HousL _. MAIN HOUSE ARCHITECTURE DESIGN _ _ 2ND FLOOR FRAMING 812 Mel^B-A WN BY:GM.OJO.ON .reap...ow..nn.u®.n=m•=•n.asva�ud=m uPa RESIDENCE OneMlle,MA 02555 mrw�nw a..m r.wA•� m.wo.maae<..•ea..n.,u..e.�ae=•e.m.r T 508 a205298 _ _ _---__.. -_ 253 SEAPUIT RNER RD. GCE:As rvoTED --- - OSTERVILLE,MA 'a..2 ^ xJ,a.encdm ATE.I SEPTEMBER2010 ---- --- LATE - S1 . 2 •-------- -------------------- F- ------------------ 1-----------------------------------------------1. -1------------------------------------------ ------------------------------------------------------I -------------A------ ---------------%-------- ---------- -----------------------—------------------------------I ------------------------------------------------ —-----------------------------E-j- --------------------------------- ----------- ------------------ -------------- ---------------- ---------- --- X H: - --------------- --- -------- ------------- ------------------------- ----------- -- ------------ ------------------- ----------- ---------------- Ae ------------------ -------------------------------------- X ------------------- ----------------- ------------- --------------------------- NJ. ----------------------------------------------- -------------------I- X HEADER AND BEAM SCHEDULE R"bTRUCTIrRAL MULL SIZE - MARK SIZE — T$PROM 4X6 POSTS L�-1 Cal 1.1 11 I'E'CDX IL L41�_( .C — E-3-_F2)—2.1D W/I/a'CDX PL L-12- (3)2.8 L-3A Ill a.12 (3l 2-10 'a)2.1a.1 IL L-T,�11 TY,E.12 L-5(3) (2)175' IVL 5 CII I I I L-6"� (21 1)5' 11VT EVE I IG Ill I 1-x 11 -L-VIE L-7 G)175' TV LVL LI�' -1 2/4' 14'LVL L-BL71)111 .I'l LVL "OF -9 (1)175'X W 155E TIMBERSTRAND LSL L-10 m a,- TLIBERSTRAND LSL R11 WALL SHEATHING SCHEDULE AV L-13 STANDARD HEADERS 01 2'.1.'11 112'ID. SHEATHING NAIL,1NC;,EDUIREHEMTS REMARK L-P2_ ID I IS,_. IA75'155E TIMBERSTRAND ESE EXT R 0 ERIC J. 'c 3,5'X 7.5'L55E TI-W TIMBERSTRAND LSL ALLS COLUMN SCHEDULE 35'X 14'2bE P PSL 112'AIA �d ANDMARK SIZE L-25 35'X 9.5'1.55E ARALLAM TIMBERSTRAND ESE COX PLY 12.COM MO INTERMEDIATE BLOCKEDGESK ALL HINTS ALL JOINTS BE CKED CEDERHOLM rn L-26 -X IIEB7IV 1551 TT-ERSTRAND LSL NTERMR BEARING WILLS Ca 1,2,2x6 a, 0 STRUCTURAL P.T.POST CIA 0%4 POST L-27 5,X 95'2.0E PARALLAM PSL COOLER NAILS -T___ �U L-28 5.25'X IL875'RIF PARALLAM PSL 112'GYP 6d 1-7/8 -4'DO.MAX @ 1ST FLOOR ONLY C3 131 2X6 LC3A (3)a.: 5�� L-2-9 5.25'X 14'20E PARALLAM PSL EACH SIDE 2. KING No. 38962 '2.GYP 6 1-718'CDCLER NAILS-BE MAX OR ALL FLOORS ADC11 14 CORNER PILASTER 31 - G STUDS -C (2)1.75'.118-1.55E TTIMBERSTRAND LSL EACH SIDENG. 1-1/4'TAPERED SCREWS @ 12'D.C. FIRST CIA CORNER PILASTER 3/2'.4-KING STUDS SET IN WALL CONSTRUCTION L-31 -125' 11,875-13E TJ-W RI BOARD ESE L 32 (2)1.75' 11675'20E P.T.PARALLAM 171" HSS 3'X3'X3/16-SQ,TUBE COLUMN(12'-_D_'MAX,HEIG-1 1,16 N.S.I. L_33 15'X 14'1.55E TIMBERSTRAND ESE JACK SCHEDULE (EXTERIOR BEARING WALLS) I'D-HSS 4'.4'.1/4'SQUARE TUBE COLUM-2-D'MAX HEIGHT)Fy=46KSr NOTES' I SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE. OPENING IRDOF ABOVE ROOF L I FEE I ROOF A 2 FLRS 11 HSS 3'X4'XI/4'RECTANGULAR COLUMN(12'-O"MAX,HEIGHT)Fy-46KSI N 2 NAIL EACH PLY OF MULTIPLE MEMBER HE"ERS W/(2)ROWS UP TO 3'_" L��K I J I I K I J L I K Ill Ill RECTANGULAR GGEUHN(12-0 MAX.HEIGHT)Fy=4EKSI ,._D. L lad NAILS R 12'DO.UND 3'-.'TO j 2 j&I K 2 J L I X 3 NAIL E ON PLY OF MULTIPLE MEMBER HEADERS W/CP ROWS G-l'TO 9'-D, a J L 2 K 2 J A 2 K 2 J L 2 K Dial'3.5'X 3.5'TOO PARALLAM PSL COLUMN lad NAILS R 12.a.U.IRO C13 35'X 5.25'IRE PARALLAM PSL COLUMN 4.GLUE&NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W1(4)ROWS JACK SCHEDULE(INTERIOR BEARING WALLS) 12W NAILS @ 12 O.C.U.N.O. PENING D. C14 525-X 525'LBE PARALLAM PSL COLUMN 5.BOLT MULTIPLE LVL HEADERS FUR SIDE LOADED CONDITIONS PER I I FLOOR ABOVE 2 FLOORS AIIOV�_ MA FACTURERS REQUIREMENTS.U.N.O. .1 TO 3'-0. "A E X I I I I K 6 PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE T-D'TO I'--: I J I I K 2 1 1 1 K C I FILLED STEEL TUBE COLUMN A ED H ERS SHOWN. G THE CONTRACTOR SHALL SUBMIT SIGNED&SEALED -0-TO 9'-B 2 J&2 K 2 J t 2 K SHOP DRAWINGS TO THE SER,FOR APPROVAL PRIOR TO FABRICATION WHERE J=JACK UNDER HEADER C20 11.73-X55'TIMBERSTRAND ISE KING STUDS 7.(EXCEPT DE 1/2'PLYWOOD SHIM B'TWN EA,PLY OF 2x HEADERS K=KING STUD ALONGSIDE OF JACK I ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. EXCEPT 8 EX ORION BALCONY BEAKS)MATCH DEPTH OF HEADER 'ES' 2,ALL BUILT UP COLUMNS TO BE NAILED WITHUldl D IF o c. 8 ONE PIECE PARALLAM(PSL)BEAMS OF EQUAL WIDTH MAY BE LIE JACKS I KINGS All ASSUMED TO BE a.4 SPF-#? 3 STEEL SUBSTITUTED FOR MULTIPLE LVL BEAMS. GRADE OR BETTER. 4 OPPOSING TO DO MANUF.TO ASTM A513. PROE OPPOG PAIRS PSON LCEA POST CAPS D TOP&BOTTOM , ALL WOOD BEAMS EXPOSED TO WEATHER SIALL BE PRESSURE TREATED. 2 ALL JACKS L KINGS TO BE NAILED /16d NAILS @ B'D.C. I PROVIDE 3/S-X5-X1"TOP.8PLATES.G ALL G.RNED-1 SEE STRUCTURAL NOTE 5D STANDARD STRUCTURAL CALLOUTS -ALE:1 2 CEILING FRAMING PLAN SCALE,1!4'-I GENERAL NOTES: NICHOLAEFF PPXNJECT#St-HO-NVAN P-D-B TITLE MAIN HOUSE ARCHITECTURE DESIGN CEILING FRAMING PLAN RESIDENCE 253 SEAPUIT RNER RD. nkX�F B I. —E.AS NQ OSTERVILLE.MA DATE I-T-DR20)0 I HE TYPICRAFTERS H/T.-N2NKD r.`l-_ .�_.-..-....-..-..-J ;J CLIPS&CA TAID-I I I I I g z --- P ds AN 17611 00,,� 17Z A n a X 5 i I I j 1 1,4 ------------- jAk t1 -- - f TN I A Lf g -- __�i-_-\� ----__------ , 2E I c+ c - - 3 v - - --- u I lI III 1 I ;, STANDORD WINDOW A DOOR � j �TneA� HEADERS: CC -4� ew nArHvs nw n ve • OR OvsA•uM+Au 3S'+95' 156E TJ TIMBERSTRAND L L W/ SINGLE JACKS AND DOUBLE .� ________________ ___________________ KIND STUOS(TYPICAL 55 THERWISE NOTED) DORMER HEADERS: (31-2'x10 W//4/2'1/2'CDX OR SINGLE JACKS AND DOUBLEE KING STUDS HE RAFTERS Yx10'x2 KD /CIMRED HEADERS- SPF R42'o.c W/SBNPSOII 425 4 LAYERS 3/4.11-1/4 PLYWOOD- R. CLIPS•CATH.TAILS. USE WEST SYSTEM GLUE AMD TYPICAL. INSTALL 3 ROWS OF 3-SCREWS HEADER AND BEAM SCHEDULE(1) •12-OC.-RIP STRUCTURAL MALL POSTS FROM 4X6 POSTS MARK SIZE MARK SIZE L-I Ill 2.6 V I/2-K IL. L-il I -2-6 L-3" (2)2X10 W/1/2'CUX PL. L-12" 0)2.B L-3A (1)2.12 L-13+' (31 2 x 10 _ (2l 2x12 V/1/2'CDX EL. L-141' (3)2 x 12 L-5 (2)I.JS'x 95-LVL L-15 (3)1 3/4'x 9 112-LVL L-6 (2)1,5. 11 ,P LVL L-16 + (3)1 3/4'x 11 J/8'LVL L-J (D I.15-.14'LVL L-17 41 (3)1 3/4'.14-LVL L-9 (2)IJS'x 14. 4' LVL L-9 (1)I.75-X I 1.55E TIMBERSTRAND LSL OF A(jq L-ID (D I.25'X 1,4'TIMBERSTRAND LSL RIN WALL SHEATHING SCHEDULE �I L-13 STANDARD IIEADERS�(3)2'x10-W/1/2-CDX L-22 ()IJ5-.II.BJ5-155E TIMBERSTRAN➢LSL SHEATHING NAILING REOUIREME NTS REMARK -23 , x 7.5-1.55E T-W TII+BEasiaAND LSL -- EXTERIOR VAI-LS COLUMN SCHEDULE C1 1Y 3.5-x 14-2DE PARALLAH PSL _ _ 1/2'APA 6d COMMON NAILS-6-o.[.EDGES AND MARK $I2E MARK SIZE O L-25 3.5-X 95-1.55E TIMBERSTRAND LSL CDX PLY t2-- INTERMEDIATE BLOCK ALL JOINTS ALL JOINTS BLOCKED CL 4X6 P.T.POST CIA 4X4 POST DOUG-FIR ERIC J. G L-26 3.5-X III-1.55E TJ-W TI nBERSTRAND LSL INTERIOR BEARING WALLS L2 (21 2X6 L2A (2)2x4 CEDERHOLM m L-2J 5.25'X 118 2.0E PARALLAH PSL 1/2-GYP. 6d x 1-7/B'COOLER NAILS-4'O.C.MAX @ 1ST FLOOR ONLY �I L-2B 5.25'X II.JS'20E PARALLAH PSL .__ EACH SIDE 13 (3)2X6 CIA <3)2X4 O STRUCTURAL L-29 5.25'K 14-2.OE PARALLAH PSL -- I/2-GYP.6d x I-J/8'COOLER NAILS-]'aC.MAX OR ALL FLOORS ABOVE CA CDRNER PILASTER 3/2'.6-KING STUDS SET IN WALL CONSTRUCTION v No. 38962 L-30 (2)I.75-x 11.B75-1.55E TJ-W TIMBERSTRAN➢LSL _ EACH SIO ND.x l-I/4'TAPERED SL.R_vS @ 12'O.C. FIRST L-31 (31 1,25-x HAIR-1.3E TJ-W RNBOARD LSL C4A CORNER PILASTER•3/2'.4-KING STUDS SET IN WALL CONSTRUCTION _ L-32 (2)1,75-x 11.815'2.DE P.T.PARALLAH _ _ C7+5)HSS 3'X3'X3/16-S0.TUBE COLUMN(12--0'MAX.HEIGHT)Fy=46 N.S.I. KQ� L-33 3.5-X 14'1,55E TIMBERSTRAND LSL JACK SCHEDULE CEXTERI� HEARING WALLS) CBI)HSS 4'x4'xl/4'SQUARE TUBE COLUMN(IZ'-0'MAX.HEIGHT) Fy=46KSI NOTES' OPENING ROOF ABOVE ROOF L I FLR ROOF L 2 FLRS C9 HSS 2-X4-XI/4-RECTANGULAR COLUMN(12'-O'MAX.HEIGHT)Fy=4GKS1 Q� / 1.TEE STRUCi1AL NOTES FOR REQUIRED WOOD SPECIES AND GRADE -- TA•, S= 2.NAIL EACH PLY OF MULTIPLE MEMBER HEADERS V/(2)ROWS UP TO 3'-0' t J L 1 K 1 J L 1 K 1 J L 1 K CIO HSS 5'.5'x3/8'RECTANGULAR COLUMN(12'-O"MAX.HEIGHT)Fy=46KS1 SS,. h"/ 12d NAILS @ 12'O.C.UNO. 3'-0'TO 6'-0' I J L I K 2 J L I K 2 J L 1 K C1YA ] IL EACH PLY OF MULTIPLE MEMBER HEADERS W/(3)ROWS 6-0'TO 9-D. 2 J L 2 K 2 J L 2 K 2 J L 2 K LI2 1 3.5'X 3.$_I.BE PARALLAH PSL CDLIMN 'I\ 12d NAILS 2 12-DO U.N.O C13 3.5-X 525'1.8E PARALLAH PSL COLUMN V n.GLUE L NAIL EACH PLY DF MULTIPLE MEMBER HEADERS W/(4)ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) 12d NAILS @ 12-O.C.U,NO. C14 525'X 525'1.BE PARALLAH PSL COLUMN 5.BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE _ - CIS TS 2'X6'XI/1- MANUFACTURERS REQUIREMENTS.UN.O. - 1 J L I K 1 J L I K 6.PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE 3P DTOip 6'-0' I J L I K 2 J L I N CIJ 3-1/2'DIP.COMO,FILLED STEEL TUBE COLUMN HHAOERS SHOWN THE CONTRACTOR ASHALL SUBMIT SIGNED L SEALED TO 9'-0' 2 J 6 2 X 2 J 6 2 N SHOP DRAWINGS TO THE SE.R.FOR PPROVAL PRIOR TO FABRICATION. Ho-RE J-JACK UNDER HEADER - C20 I.75'X5.5-TIMBERSTRAND TSL KING STUDS PROV ICE I/2'PLYWOOD SHIM B'TVN EA.PLY OF 2x HEADERS =KING STUD ALONGSIDE OF JACN ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. (EXCEPT @ EXTERIOR BALCONY BEANS.MATCH DEPTH LS HEADER. NOTESK 2.ALL BUILT UP COLUMNS TO BE NAILED WITH I6d O 8"O.C. B.ONE PIECE PARALLAH IPSL)BEANS W EQUAL WIDTH MAY BE L ALL JACKS L KINGS ARE ASSUMED TO BE 2x4 SPF-X2 -STEEL COLUMNS TO BE MANUF.TO ASTM A513. SUBSTITUTED FOR MULTIPLE LVL BEAMS GRADE OR BETTER, 4.PRONOE OPPOSING PAIRS BIMP60N LCE4 POST CAPS O TOP @ BOTTOM. 9 SEE WOODSTRU DE rI NOTE ED D TO WEATHER SHALL BE PRESSURE TREATED. 2.ALL JACKS L KINGS TO BE NAILED•/110 NAILS A I'O.C. 5.PRONOE 3/8-X5-X5-TOP k BOTTOM PLATES.WELD ALL CONNECTIONS STANDARD STRUCTURAL CALLOUTS BCAIF:I/4 '_D' 21 ROOF FRAMING PLAN BOALEIll-I-O' 1 NICHOLAEFF PHOJECTe SLH3MUN HDuSE HEv.siorNs TE. MAIN HOUSE GENERAL NOTES: m ARCHITECTURE DESIGN __.... -_.. _- ROOF FRAMING PLAN RESIDENCE B12MW�A) OHAWN BY DM.OK IX ` O O A 02855 . T bDe zD sne 253 SEAPUOT RIVER RD. :T- R .,,.,,.,,. .M,m.., F b0B 42D za4o SCALE:AS NOTED - - -" OSTERVILLE,MA <� nrsdaon :.. •'�mA+sm.mo.m^m"^^'^�'^a^^^a'•^ DATE:(SEPTEMBER 2010 S 1 . 4 ` am.,:.,.mu.e,mpmma.mmv uw•v.u,.meK - _- -_