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Home My WebLink About0652 POPONESSETT ROAD �o oN�SS��I 4 �r�j� l� D �1` �IP ��ae� ' � � ' �,�� a�/ , w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ,Parcel' .,.,.Applicatiob #,_,?oQQ,?ncDQQ I Health'Division iv-11002— 'Date Issued AO t i ppNI Conservation Division A ficatidh. Fee Planning'Dept i Permit Fee,; Date Definitive Plan Approved by Planning Board Historic OKH Preservation Hyannis Project Street Address 6 sc_+k Village le_Owner —Address Telephone /7 Permit Request -2-C Square feet: 1 st floor: existing proposed r2nd floor: existing proposed Total new Zoning District' Flood Plain Groundwater Overlay Project Valuation 251-vo Construction Type L6t Size 7, Grandfathered: 0 Yes LJ No If yes, attach supporting documentation. Dwelling Type: Single Family ,-,mCY Two Family LJ Multi-Family (# units) crz Age of Existing Structure rs Historic House: LJ Yes 2-No On Old King's 2i� hway:U Yes Ll No Basement Type: mull U Crawl LJ Walkout Ell Other Basement Finished Area(sq.ft.)" Basement Unfinished Area (sq.ft) Number of Baths: Full: existing' 3 new Half: existing o new Number of Bedrooms: L/ existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: J-Gas LJ Oil Ll Electric L3 Other Central Air: 2*�Yes LJ No Fireplaces: Existing New Existing wood/coal stove: Ll Yes LJ No Detached garage: LJ existing Li new size—Pool: ff existing L] new size Barn: LJ existing LJ new size— Attached garage: 21existing L3 new size —Shed: LJ existing D new size Other: Zoning Board of Appeals Authorization LJ Appeal # Recorded LJ Commercial L3 Yes Ll No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 5-0 7'7 1 0-7 0 Address L b TO14_ce_ License # L) V L, yv,-pv Home Improvement Contractor# /0 0 7/ � Worker's Compensation # 4 z Z.LA_� qal Lt A, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE� t g t , '+ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE uF OWNER DATE OF INSPECTION: FOUNDATION >f FRAME INSULATION FIREPLACE 3 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r r GAS: ROUGH FINAL ' FINAL BUILDING S DATE CLOSED OUT t ASSOCIATION PLAN NO. r . 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): r4%tx,4 -A' z)'1�/ Address:' Z n Y P�lm.Uv�d �J� > ?LRone.#: L5D`r7 Cit /State/Zi Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a Y emP to er with 4. 0 I am a general contractor and I 6. ❑New construction employees(full and/or part-tiin.e).* have hired the sub-contractors 2.El I am a sole proprietor or partner listed on the attached sheet. T. Q Remodeling ship and have no employees These sub-contractors have 8. Q 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 11.❑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. Tcontractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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 and job site information. Insurance Company Name: - ,,.,V- i'��`— _ Policy#or Self-ins.Lic.#: ( 2 2-i L ci 51 �j A 1 - �'� Expiration Date: S141 IO 5 Job Site Address: ( 572 City/State/Zip: C 4,A 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$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 maybe forwarded to the Office of Investigations of the DIA for;ins ice coverage verification. I do hereby certify un r the pains and penalties ofperjury that the information provided above is true and correct Signature: Date: Phone#• �U rD 7"2 o20 7 U 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 certificates)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' . compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete•and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations.` 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06 www.mass.gov/dia DATE(MM/DD/YYYY) ACORD,� .CERTIFICATE OF LIABILITY INSURANCE 01/122/2009 �RooucER 508-543-3131 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE LOVELY INSURANCE AGENCY, LTD. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 6 RAILROAD AVENUE ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1 P O BOX 374 IC# FOXBOROUGH ,INSURERS AFFORDING COVERAGE NA_ —.— INSURED MOGAN&CO., INC. TNSURERA: AMERICAN-ZURICH INSURANCE CO. 68 JOYCE ANN RD. INs KERB: -- j INSURERC: — I CENTERVILLE, MA 02632 INSURERD INSURER E: COVERAGES TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NG THE POLICIE REQUIREMENT,TERMLISTED CONDIIT ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTTIFICATE MAY BE ISSUED OR A _ 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 CLAIIM SF I Lpj EXPIRATION LIMITS INSR A D'L j POLICY NUMBER ! IIk EACH OCCURRENCE is — (. GENERAL LIABILITY I f. �6ATJfAZa�TOIi�NTED ---- PREMISES(Ea occurence ._i-$ } - I •I.COMMERCIAL GENERAL UABILITY. - — ! ' 1 MED EXP(Any one person) I S CLAIMS MADE 0 OCCUR-1 -— Ii1 P—ERSONALBADV INJURY_ S _jGENERALAGGREGATE;. iS _ RODUCTS COMP/OP AGG IT___ j GEN'LAGGREGATE LIMIT APPLIES PER: ( _ - PRO• COMB r I I I I I l I AUTOMOBILE LIABILITY j I(Eaacci ennt)IN GLE LIMIT' ` d i ANY AUTO Y. L(B" ODILYINJUR i — I ALLOWNEDAUTOS i erperson) I i SCHEDULED AUTOS �}HIRED AUTOS I .I I B er acci ent) $ �(Peraccident) � I NON•OWNED AUTOS I - — i l PROPERTYPERTY accident) $ ► B; i A: UTOONLY,EAA^vCIDENT-•I:S. — I GARAGE LIABILITY 1) EA ACC I S OTHERTHAN I I j ANY AUTO - I AUTO ONLY: AGG i S ---i— f 1 I EACH OCCURRENCE S EXCESSfUMBRELLA LIABILITY I I {AGGREGATE 'S_ rOCCUR ` i CLAIMSMADE I t I 1 I S rJ .. 1 _ is ! ` I DEDUCTIBLE -- . IS RETENTION $ I` } I WCSTATU I ..,iOTH — — . . 1LX I TOR)LL IT_ FEMPLOYERS' WORKERS COMPENSATION AND 1001000 I 05I14/2008 ..- OSI�4/2Q09 E.L. ACH ACCIDENT I S — LIABILITY i BZZUB-9574A81-8-08 } _ ...,. .ANY PROPRIETOR/PARTNEWEXECUTIVE i 4 I. I-E_L.DISEASE•EA EMPLOYEE $ — OFFICER/MEMBEREXCLUDED? i 100,000 It YYes,describe under. } 1E.L-.DISEASE POLICY.LIMtT i$' SPECIALPROVISIONS below ......_ BOTHER I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS ON ALL OPERATIONS USUAL TO THE BUSINESS OF THE INSURED. . CANCELLATION CERTIFICATE HOLDER I - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF BARNSTABLE DATE THEREOF,THE ISSUING INSURER WILLADEAVOR TO MAIL DAYS WRITTEN 200 MAIN ST. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL HYANNIS,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR FAX: 508-790-6230 REPRESENTATIVES 6 , AUTHORIZED REPRESS rf'TIVE , PORATION 1988 ACORD 25-(2001108) Buard of •m °� �J,/ • 8o�ldine Re« - HOME]hipROVEMENT Standards f;e., CON'rnACTOR :rceusc or rstratlorl r cois* t 100718 uc for e a ..tion s ,rd;or indi�idul use on1•v iEXplroUon : 3/2010 J rc eslrirabort d: 6/� 13u u d of Blinding etc. ]1'toul�d 1 tYPe r vaie Cor Try 267851 ) 07c ftsl;p l{cgtdutio►ls Anil _return to. ' MOGAN CO t r -� Potation ur,oll.Place Rltt Standard.NC 13�s[t ir, 130.1 ta. 2 08 i'"Weis M Is i1 0 1 it 09a� Jr?, CE-ANi' Zerii 1MA F 4 Adr6 • ._ _ .L,_ t �lol+t Si�'1i3t1r:•e . .:l• �7- �I • ✓fie �io�minwmurea/r~� o�./�aaaac�u�aeCta � �,, •r Board of Building Regulations and Standards E ,; Construction Supervisor License Licen'e CS `,26071 Birthdate�10/3/1947 { M i7Ezplr�atlon 0/-,2009 Tr# 5081 �. .� �Restncttoyr� OOi_ r( FRANCISVERA E MOGAN � fc�� 68 JOYCE ANN RD CENTERVILLE,MA02632 Commissioner. f �IHE 1q Town of Barnstable Regulatory Services BAMSPABLE, Maas. 8, Thomas F.Geiler,Director fo;..i� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I KJtIz6v� I';tt , as Owner of the subject property hereby authorize La Vy�-0�6v.^- to act on my behalf, in all matters relative to work authorized by this building permit application for: (A dress of Job) 54/01 gnature of Owner Date Print Name If Property Owner is applying for permit please complete the :Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMIS SION Town of Barnstable "o Regulatory.Services sAxxsTAsr a Thomas F.Geiler,Director MASS. 9q, 0,19. ,�� Building Division ArFO MA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed.persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed" Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 006 017 GEOBASE ID 107 ADDRESS 652 POPONESSETT ROAD PHONE COTUIT ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 63960 DESCRIPTION SINGLE FAMILY HOME #56466 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department Of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE B�, * MAW 16.19. iOIF��A i BU N ION B DATE ISSUED 09/24/2002 EXPIRATION DATE 4 TOWN OF BARNSTABLE }BUILDING PER IT PARCEL ID 006 017 G.EOBASE ID ADDRESS $52 POPONESSETT ROAD PHONE COTUIT GIP, _ LOT BLOCK LOT SIZE i DBA DEVELOPMENT DISTRICT CT PERMTfi" ' . 56466 , DESCRIPTION "2 STORY DWELLING ON EXISTING FOUNDATION � PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: MOGAN, FRANC I S E. , JR. Department of Health Safety ARCHITECTS: P Y and Environmental Services TOTAL *"EES: - .$1,251.30 BOND $-00 j CONSTRUCTION COSTS $343,968.00 d 434 REBID ADD/ALT/CONY I PRIVATE P E f i ED li I; BUILDING 'II BY DATE ISSUED 10/15/2001 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK,OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS i PERMIT DOES NOT RELEASE THE APPLICANT FROM,THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE,A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD •. IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS pt 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ' M. 2 OF HEALTH 30-v-z OTHER: 0 t. L C.c SITE P&AN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �f TOWN OF BARNSTABLE _ CERTIFICATE OF OCCUPANCY i PARCEL ID "006 017 GEOBASE ID 107 ADDRESS --- 652-POPONESSETT ROAD _ PHONE- _ COTUIT ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 63960 DESCRIPTION SINGLE FAMILY HOME #56466 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 Ox CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 'S * BAR1 ABLE, amass. 03 B - SIGN BY', f Q.u�r I DATE ISSUED 09/24/2002 EXPIRATION DATE TOWN OF BA.RNSTABLE N BUILDING PEI�IT r Z. PAR( L ID 006 017 GEOBASE ID ADDRESS 652 POPONESSETT ROAD fPHONF. COTUIT. ZIP - I LOT- BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT" 56466 DESCRIPTION 2 STORY DWELLING ON EXISTING FOUNDATION PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: MOGAN, FRANCI S E. , JR. Department of Health, Safety ARCHITECTS. and Environmental Services TOTAL FEES: $1,251.30 BOND $.00 tNE CONSTRUCTION COSTS $343,968.00 1►� 434 RESID ADD/ALT/CONV 1 PRIVATE P C.C.) -_ + BARNSTABM + MASS. 1639. A� ED MA'S BUILDING DIVISION ON DATE �--� DATE ISSUED 10/15/2001 EXPIRATI BY TOWN Off' BARNSTABLE � t BUILDING P. T i r � �:1 t a; V� PARCEL ID 006 017 GROBASE ID { ADDRASS 662 POPONESSETT ROAD PHONE � COT.UIT ZIP LOT' __......e;BLOCK LOT SIZE i DBA DEVELOPMENT DISTRICT CT PERMIT 56466 DESCRIPTION 2 STORY DWELLING ON EXISTING FOUNDATION PERMIT. TYPE , BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS; MOGAN, -FRANCI S E ..r R Department of Health, Safety ARCHITECTS.> i and Environmental Services TOTAL' FEES: $11251.30 BOND -. :00 OkIME /,r CONSTRUCTION COSTS $3430968�,00 40 Qi► 434 RESID ADD/ALT/CONY- 1 PRIVATE P' f3l * 1ARNSTABM MAS& 1639. " • . . ',.,�.; - .. `BUILDING _Isjo 05t it '": ; - , DATE ISSUED : 10/1.5/2001. EXPIRATION DATE THIS PERMIT CONVEYS NO-HIGHTTO.OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION .2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE,A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. • OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i a BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS W p WA14" It HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ' 2 OF HEALTH' 'OTHER: 0 c. ,_ C SITE P&AN REVIEW APPROVAL 9 all WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �G C O c � � Z c� o � BUILDING PERMIT -v zm � (nv v � _ o0 z r C) rn 10/09/2001 TUE 10:29 FAX 3087909370 Linda Roderick Z 001 NSTAR SERVICES CO. The NSTAR Companies `242'_Cranbe.ry Hightway Boeton Edson Wareham,Massachuser[s 02571 ComEfgctric CnmGa s Cambridge Electric October 9, 2001 Building Inspector Town Hall 397 Sbutji Street Hyannis, Ma 02601 RE: 652 POPPONESSETT 'ROAD C01UIT - OLD HOME Dear Sir/Madam: Please be advised that the service dndi.me.t.er have been disconnected and removed on October 6, 2001 at the above referenced address. r Sincerely, t ? MARGO F. BELLPM CUSIPWITE'R SERVICE REPRESENTATIVE CC: Faxed to: 508 790-e230 { Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application 310 CMR 9.00 c Simplified,Water-Dependent,Nonwater-Dependent,Amendment O r a G. Municipal Zoning Certificate u KaKIlce.^ V! r3arv--cf+ Name of Applicant &52. 90 0 4} r?Q 6k*cs bran Qay Lo�t)at Project street address Waterway 163 City/Town Description of use or change in use: A&9_co MMer«a 1 de aLcf n N ct.to.Y A"I!f &cc«s .-O � d - n-a 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." .e2/Z P' e f Munici al cial gnature of Municipal Official Title City/Town CHNApp.doc Page 6 of 17 Rev.01/31/02 tter Transmittal L e To: Tom Perry, Building Inspector 200 Main Street Hyannis, Mass. 02601 From: Stephen A. Wilson, P.E. Subject: Ch. 91 License Application; Wianno Yacht Club Date: August 15, 2002 We are sending you ®Attached ❑Under Separate Cover The following documents: ®Prints❑ Septic System Design❑Variance Approval❑Recording Slip®Order of Conditions ® Other:Municipal Zoning Certificate DATE QUANTITY DESCRIPTION 5/30/2002 one Order of Conditions—SE 3-3948 5/15/2002 One Approved Plan—SE 3-3948 These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑ For Your Files ❑ For Review and Comment ® For Signature ❑ As Required Other: Prior to filing the Chapter 91 License Application with the D.E.P.we need to have you sign the Municipal Zoning Certificate. I thank you for your assistance in this matter. col Additional Distribution:files File No:2001-121 Baxter,Nye&Holmgren Inc. Phone:508428-9131,ext.13 812 Main Street Fax: 508-428-3750 Osterville,Massachusetts 02655 E-Mail: swilson@jkholmgren.com wiannoTransmiltal Letterl.doc i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application-310 CMR 9.00 .Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate U12wr.o YaelA GIJL Name of Applicant 101 la r.cLaye S hnre* LJG S 16 /Jp Z q 0 S}e--.-U) le Project Street addr ebs Waterway City/Town Description of use.or change in use: Consdiyc f 8 e�c/i/lrcr�2/ ,6ea sE r?..��n ita' yaak 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." . Printe of Municipal ffi ' I DatV/� Sig ature of Municipal Official U Title City/Town CHI)Mpp.doc Rev.01/31/02 Page 6 of 17 C� t v-ev\C 15 fv�UC-,k V\ 173i ' C) o 1-7 i I, �� '� __ _.� t, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapj `Parcel .0-A,.7 � � � Pe�� f T / D Health Division `' /_ 252 � � '� # Date Issued lQl l Conservation Division �� < �D/ / ST-e�� 6t`�N / /®� Fees �/, . ® 7 &1 5- Tax Collector a I SEPTIC SYS Muss ---- _ Treasurer Planning Dept. Uff H Mcm 6d{#'PLtCANt MUST dBTAtl Date Definitive Plan Approved by Planning Board HIREAL CC. W'OPENING PERMIT '`ENGINEERING DIV. Historic-OKH Preservation/Hyannis TOWN REGULATIOM TO CONSTRUCTIO# Project Street Address (, (-_Dev "f' ) l a Village Owner Fir fte"� Address l„ MA Telephone '70/ gs7 92-03 Permit Request( (QrA.,.v0 hou:6r v✓v. ' ��k r •r{��, ( , _�, LJ � 04S Square feet: 1st floor: existing Q proposed �2 24:7 2nd floor: existing proposed / 311_ Total new1,�, Valuation j4/5 000 Zoning District Flood Plain Groundwater Overlay Construction Type L)yt_j� Lot Size 9 9.7.50 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family &- Two Family ❑ Multi-Family(#units) Age of Existing Structure M Historic House: ❑Yes @-No On Old King's Highway: ❑Yes a-No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 904v Number of Baths:,; `4 Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing ` new % First Floor Room Count Heat Type and Fuel: 0"G as ❑Oil ❑Electric ❑Other Central Air: ❑Yes ©'No Fireplaces: Existing New / Existing wood/coal stove: Cl Yes B No Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size 520 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review Current Use Proposed Use BUILDER INFORMATION Name Telephone Number 7'7 700 Address t,�', �,,�,� License# _ 2607/ CC ti . VAA Home Improvement Contractor# /UU 7/o Worker's Compensation# S(GL Le ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r,�-- SIGNATURi DATE e FOR OFFICIAL USE ONLY s j- kRMIT NO. r' DATE ISSUED z • MAP/PARCEL NO.',- - n ADDRESS - VILLAGE J OWNER. DATE OF INSPECTION' FOUNDATION 1,1 71 FRAME . r INSULATION FIREPLACE ELECTRICAL: ` ROUGH" "' FINAL 3 PLUMBING: ROUGH FINAL GAS:: ROUGH FINAL FINAL BUILDING" DATE CLOSED OUT ASSOCIATIO_N PLAN NO.o', gi agQ` Z `ppIMEtp�'b The Town of Barnstable '• 9AR ASS. E.0: Department of Health Safety and Environmental Services Y MASS. , i 639. �0 °rFo MPy Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 I PLAN REVIEW Owner: RYA Map/Parcel: (0 0 —0 1 I Project Address: Builder: liE:ej14 f 10 A The following items were noted on reviewing: oo 1 Reviewed by: 1 r, J r Date: /0� • W - q:buildinglorms:review •* FEE VALUE WORKSHEET _. LING SPACE 22 A I (2000 sq ft or greater) e�quare feet x$115/sq.foot= ao (less than 2000 sq ft) square feet x$96/sq.foot= (affordable housing) square feet x$57/sq.foot= (40B or low income) GARAGE(UNFINISHED) `5�Y square feet x$25/sq.foot PORCH square feet x$20/sq.foot DECK square feet x$15/sq.foot= ALTERATIONS/RENOVATIONS OF EXISTING SPACE .. ... . . cost=.. ...... . . . .... . Total Project Fee Value -7 . Office Use Only Permit J ' projcost 10/11/2001 THU 08:44 FAX 5087909370 Linda Roderick 10 002 11/STAR SER' VICES CD.w The NSTAR Companies Boston Edison 2421 Cranberry Highway Corn Electric Wareham;Massachusetts 02571 ComGas Cambridge.Electric October 9, 2001 Building Inspector Town Hall 397 S6ut� Street Hyannis, Ma 02601 RE: 652 POPPONESSETT ROAD COTUIT -- OLD HOME Dear Sir/Madam: Please be advised that the service &nd.meter have been disconnected and removed on October 6, 2001 at the above referenced address. Sincerely, �J MARGO F. BELLAWY CUSTOMER SERVICE REPRESENTATIVE CC: Faxed to: 508 790-6230 " The Commonwealth of Massachusetts », Department of Industrial Accidents r� 600 Washington Street _ =' Boston,Mass. 02111 Workers' Com cessation Insurance Affidavit name: location city phone# ❑ I am a homeowner performing all work myself %/❑ I am a sole p netor and have no one worldn in any mpicity %'�/%/,. //// %%%%%%%%%%%/�/�/��%/ /O/////e%/G� ensanon for my employees:::::::::::.:g ::: ::: :_: :??? ?:i4 ??:;<:>>;: ..............:, ; ::;;:�::':;`:;':::_ ::::::.;•4..:..... :..•. ware ::: ..:::.::.::.. .: ..:.. �..:::..?.:.......4:::.:{ :.. ........... city <<: of insuranc ❑ I am a sole proprietorene contractor, homeowner(circle one)and have lured the contractors listed below who have , v. owns' workers co cessation olives: -_ .$=•=-w P ............................................ ................:::::>:<::;:::ry:>:: ::;::>:<:::::>:<:: m ame W 2 ::Y.?•.4:•$::.n.:.:v.v::i:::4}}::•:r+.::}:?�}:p:.y::ny4w::.�:.;.::::;:n�.;y:::�::::::::. :itS�ii:•:::.:�: 4Y.S4:C4:4:•}:G}}:{ni::{ix;.�.:.?:{.:{:{•iif::4r:••,. _ �y } ..�...s4 ..{�x.... ..:}.�::.�.:gin........•::'.�•-'::w... a l .... tihftma Jii:::;::.......... .. ...MW ..... 4.:F 4r. 4?t� ...:...:... ::::..... ..�:• aye^'.:.:.:..... CL}J..a. •};;�A*:'"J;:;„ UA:< .::. :' ,,..,v:>.}.::::::....4..::::: {.. i:;?{.<:.: alley#:.. . .. .... ..... ....:.... ............. .r............. ::.:. ..: n e ....:............ ..:..:::::.:... e .W ..................................... ... ..........n.,...... ,n....J. f ........ .............:. .n....v::::::nw;::{.::::: ......%.....p............................::.:....:.......:::::::::::.�::::::::iir:.ry•::?.}vva:4:::-' .............................:....................................................::.:.�:::::........................ ..v.v:}:......., .........,rr......r.....- •:v}:•}:4?:•}}:•}Y'•}}i}v::S':�?:4::•}:{•:4:{:::.i:.... ?:�j:<:v::;.;;:::fi�:}J:4:.:y:.:: ..::.}:::::::::::::::::...:.:.}'::.::i•J:4}?i:v::x:::::............................... ...... ........ ...r...:..........................�:.......v.v}v:..,.r.....i6:-f•�:4JJ}:::n. .......,;............... ........... ... .v...........................: .....�:::w.: . .}::•::::}'::::.........v.... ..v....w..n4:v: ..;':::..:•;v?:?:�Y:L:L.i':::::.:i:•}Yj:':`:::'}::t,::::::::::}:v:...:.:.:•:.... D jvurAIItC 00 and/or afhQe to secure e coverage as required under Section A of MGL 152 lead to the impastmn of eriarioal peoaities of a 8ne ap to d jr one years'imprisomnent as wen as civil penalties in the form of a STOP WORK ORDER and a fine of SI00.00 a day against me. I mersterstamd that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify wider t1u and penalties olper!► y&-idw*#ormadon provided above is trni and coned Signature Date //� Print name vI; o Phone S �,7cJy official use only do not write in this area to be completed by city or town official city or town rtatent per=Mceme# [:]Budding Dip • ❑Licensing Board • ❑Selectmen's Office ❑checkif immediate response is regrind ❑Health Department contact person: phone#; ❑ether Ugmad 9/95 PUa s . Information and Instructions ; Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any comrac: of hire, express or implied, oral or written. r other le al entity, or any two or more of An emplover is defined as an individual,partnership, association, corporation o g the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased emplo ere or Cher receiver c trustee of an individual, partnership, association or other legal entity, employing employees. However dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of or another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds building appurtenant thereto shall not because of such employment be deemed to be an employ or local licensing MGL chapter 152 section 25 also states that every stateg agency shall withhold the issuance or renews of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of poubli woco� acceptable evidence of compliance with the insurance of this chapter have been presented authority. M MIE— Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate'of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and or town that the application for the date the affidavit. The affidavit should permit or license is be returned to the city regaz�g the'law„or if you being requested,not the Department of Industrial Accidents. Should you any questions are required to obtain a workers' compensation policy,Please call the Department at the number listed below. �j City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the even the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the p erautllicense number which will be used as a reference number. The affidavits may be retarned in the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance-for you cooperation and should you have any questions• please do not hesitate to give us a call. The Department address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 10/05/01 PROJECT INFORMATION: BARRETT COMPLIANCE:Passes Maximum UA=3899 Your Home=2225 42.90Xo Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 7 Ceiling 1:Flat Ceiling or Scissor Truss 1316 30.0 0.0 46 Wall 1: Wood Frame, 16"o.c. 30410 19.0 0.0. 1773 Window 2:Wood Frame,Double Pane with Low-E 336 0.350 118 Door 2: Glass 518 0.350 181 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2287 19.0 0.0 107 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release 1 a. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 10/05/01 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 2:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 2: Glass,U-factor: 0.350 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: l. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ J Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. { ] Insulation R-values and glazing'U-values must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table 14.4.7.1. i Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems., Temperature Controls: [ ] Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts l" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 - 1.5 1.5 2.0 Low Temperature 120-200 ` 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) °F ZHE Tp� The Town of Barnstable ens.,sresi.e. MAS& g/ Regulatory Services fp 5;. N V Thomas F. Geiler, Director, Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street.Hyannis MA 02601 Fax: 508-790-6230 Office: 5OS-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction.alterations.renovation,repair.modernization,t conversion. c tilted ion. improvement.removal,demolition,or construction of an addition to any pre-existing building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. A ,.Estimated Cost Type of Work: X . Address of Work: '�'' Owner's Name: Date of Application: I hereby certify that: Rezistration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH DPI NOT HAVE CONTRACTORS FOR.DPP ICABLE HOM PROGRA OR GUAARRANNTTY FUND UNDER MGL c.142A. ACCESS TO THE ARBITRATION SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: �O o RParstration No. Date Contractor Name OR Date Owner's Name q:forms:Affidav:rev-070601 I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 �b_ Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot x.0031= /QG - plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ftt $ >120 sf-500 sf $35.00. >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= - STAND ALONE PERMITS Open Porch x$30.00 (number) Deck `2, x$30.00 (number) Fireplace/Chimney (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 , Relocation/Moving $150.00 (plus above if applicable) Permit Fee proicost • ��4T000)LI)t0%2l/M,GAA./L O!i/!/GIJ.JdCLC/7°CI4P.�d ' BOARD OF BUILDING REGULATIONS nse: CONS 7PCTION SUPERVISOR a Num C 026071 Birthdate 3/19Ay Expl :40/0 1 Tr.no: 6312 r ' Restricted To: FRANCIS E M N 1 � i 442 BAY LN G .w�i%�✓'-'' 4, TERM CEN LE, MA 02632 N Administrator 4 • H0OPfNmE'Hf1fT'%*Wu#'°°`t`'E"� r _ Registration: 100716 Expiration: 06/23/2002 Type: Private Corporatio MOGAN 8 CO., INC. Francis Mogan, Jr. ' 442 Bay lane ' G�ce�.o e o 7� • 6' Wteryille HA 02632 - ' ADMINISTRATOR ------------ `•. ✓i�e �omnranuiea�i o�✓�aaaac/zcaeC.la k BOARD OF BUILDING REGULATIONS ;. icense: CONSTRUCTION'SUPERVISOR i Number. CS 026071 Birthdate: 10/03/1947 Expite6s.10703/2003 Tr.no: 6750 -, estricted• 00 ;. FRANCIS E MOGAN 68 JOYCE ANN RD ,r,- !' CENTERVILLE, MA 02632 ' Administrator k 3 SE3-3830 Barrett Approved Plan= April 23,2001 Site Plan by Stephen Wilson,PE Special Conditions of Approval 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8 (preceding page)shall be complied with. 2. The work limit shown on the approved plan shall be strictly observed. 3. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer prior to the start of work. 4. Prior to the start of work, staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 5. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This restriction shall continue over time. 6. Prior to construction, a sequence of 35 mm color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. At the time of the request for a Certificate of Compliance,another updated sequence shall be submitted. 7. The Conservation Commission shall receive 1 week advance notice of the start of work (our phone number is 508-862-4093) 8. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated or unmulched for more than 30 days. 9. All proposed lawn areas shall be underlain with a minimum of 4 inches of organic loam. 10. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 11. Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. 12. No tree within 100 ft. of the top of coastal bank shall be removed without prior approval of the Conservation Agent. Prior to house demolition trees in the zone of work shall be protected by placing of wooden plywood screens around them. 13. The ornamental shrubs on the street side of the house shall be preserved to the extent practicable. 14. Fencing shall only be placed upon Consultation with the Conservation Agent. 15. At the completion of work,or by the expiration of the present permit, the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Where a project has been completed in accordance with plans stamped by a registered professional engineer, architect, landscape architect or land surveyor, a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation, if any, exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. STAR SERVICES CO. The NSTAR Companies Boston Edison 2421 Cranberry Highway ComElectric Wareham,Massachusetts 02571 (� - 1 ComGas Cambridge Electric October 9, 2001 Building Inspector Town Hall 397 South Street Hyannis, Ma 02601 RE: 652 POPPONESSETT ROAD COTUIT - OLD HOME Dear Sir/Madam: Please be advised that the service &nd-.meter have been disconnected and removed on October 6, 2001 at the above referenced address. Sincerely, O " 'T z? MARGO F. BELLAMY CUSTOMER SERVICE REPRESENTATIVE CC: Faxed to: 508 790-6230 D Len� �' , OCT 12 2001 _ --=rr- n Massachusetts Department of Environmental Protection DEP File Number: o Bureau of Resource Protection -Wetlands `= WPA Form 5 - Order of Conditions sE3-3929 y MAss. Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 r1 and Town of Barnstable Ordinances Article XXVII A A. General Information o _ Important: From: c When filling out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Kathleen E. Barrett Name Name 50 Cartwright Road Mailing Address Mailing Address V Wellesley MA 02482 Z Ci own State Zip Code City/Town State Zip Code 11� uct; 1. Proje Location: W65 Po onessett Road Cotuit < Street Address City/Town 006 017 ZLLi Assessors Map/Plat Nu Parcel/Lot Number }.MJ > 2. y recorded at the Registry of Deeds for: �H Barnstable 13006 219 W O County Book Page < Certificate(if registered land) 3. Dates: February 21, 2002 June 25, 2002 Z002 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan.references as needed): Revised Site Plan June 19, 2002 Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Stephen Wilson, PE Name 6. Total Fee: $685.00 (from Appendix B:Wetland Fee Transmittal Form) Wpaform5.doc•rev.7/8/02 Page 1 of 7 IMEMassachusetts Department of Environmental Protection T �, Bureau of Resource Protection -Wetlands DEP File"umber. &k"S" M WPA Form — i SE3-3929 5 Order of Conditions 9Q� .a3a �e Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands.Protection Act. Check all that apply: ❑ Public Water Supply Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply Fisheries JR Protection of Wildlife Habitat ❑ Groundwater Supply [ ] Storm Damage Prevention ,® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is:(check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpaform5.doc•rev.7/8/02 - Page 2 of 7 L Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands • � WPA Form 5 - Order of Conditions SE3-3929 v� t639. ,o$ Provided by DEP ArE .i. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article Mll B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper,cardboard, pipe,tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing_ 7. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Reg istry's.Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on_the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not iess then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number SE3-3929 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition##12-above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. . Wpaform5.doc•rev.7/8/02 Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands „9 $ WPA Form 5 - Order of Conditions sE3-3929 1 6J9,A`e e Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 arid Town of Barnstable Ordinances Article XXVII B. Findings (cost.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering P J 1 der ng Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be rnaintalned until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary_ Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies). Conservation Commission ❑ that the proposed work cannot be conditioned to meet the.standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: ' Article 27 of Town Ordinances Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. Wpaforin5.doc•rev.7/8/02 Page 4 of 7 SE3-3929 Barrett Approved Plan=June 19, 2002 Revised Site Plan by Stephen Wilson,PE Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work 3. General Condition 9 on page 3 (sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The Natural Resources Dept.shall be notified at least 21 working days prior to the start of work at the site, to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable,shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. 6. The applicant shall obtain a building permit for the proposed pier from the Town Building Commissioner. p.4.1 i III. The following additional conditions shall govern the project once work begins. 7. General conditions No. 12 and No. 13(changes in plan)on page 3 shall be complied with. 8. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions., . 9. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request of the applicant. 10. Any fill used for this project shall be clean fill. Any fill shall contain no trash,refuse,rubbish,or debris, including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe tires,ashes, refrigerators,motor vehicles,or parts of any of the foregoing- 11. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated'for more than 30 days. Mulching shall not serve as a substitute 1 . for the requirement to revegetate disturbed areas at the conclusion of work. 12. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer shall be applied. Over-fertilizing shall be avoided. 13. There shall be no disturbance of the existing salt marsh. 14. No creosote treated materials shall be used. 15_ The proposed stairs shall be constructed a minimum of one foot above grade without solid risers. 16. Deck plank spacing shall be at last one half inch 17. Work on the pier shall occur during the off-season only:'October 15 through May 1. 18. No dredging(including but not limited to effects of propeller wash)is permitted herein_ 19. The seasonal storage of floats shall be at a suitable upland site. Floats shall not be stored on banks,marshes or dunes. 20. Float stops shall be used to prevent the grounding of the float on the substrate. 21. Motorized craft shall not be used'or berthed'at the proposed pier,given the conditions of insufficient depth and mucky sustrate. This condition shall continue over time: 22. No boat shall be berthed and operated at this pier(and its floats)such that at any time less than one foot of water iesides between the bottom of the boat(or.engine in drive position)and the substrate. 23. Boats shall only be berthed at the float. p.4.2 24. Any desired pier lighting shall receive prior approval of the Conservation Commission or Department. 25. Lead piling caps shall not be used. 26. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to prevent the grounding of the work barge on the substrate. 27. The applicant may maintain in conformance with the plan of record the proposed pier and other structures given in the Notice of Intent application for the longevity of the Order of Conditions(3 years).Thereafter, maintenance may be extended through any forthcoming Certificate of Compliance. For the bank and saitmarsh restoration... 28. No cutting shall occur on the coastal bank. 29. Work shall conform with the revised plan and notes. 30. The project engineer shall oversee and monitor the bank and marsh restoration portions of the project. IV. After all work is completed,the following condition shall be promptly met: 31. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein pemutted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has been ' completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p 4.3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — SE3-3929 Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 PfOVided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition p p pursuant to General Conditions#4, from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by . certified mail (return receipt requested.)or.hand delivered.to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office(see Appendix A)and the erty owner(if different from applicant). Sign ure On Of � �)'Co Day - Month and Year before me personally appeared J L a. to me known to be the person described in and who executed the foregoing instrument am . acknowledged that he/she executed the same as his/her free act and deed. Notary Public My Commission xpires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested, on Wpaform5.doc•rev.3111102 Page 5 of 7 Massachusetts Department of Environmental Protection oEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - r SE3-3929 9q, 039. �e� Order of Conditions Provided by CEP "?FDrui� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 4 and Town of Barnstable Ordinances Article XXVII C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission Wpaform5.doc•rev.718102 _ - ' Page 6 of 7' Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands LAIMSTMIM WPA Form 5 - Order of Conditions sE3-3929 v� 039.. `e$ � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII '-1 o D. Recording Information (cont.) 0 Detach on dotted line, have stamped by the Registry of Deeds and submit-to-the Conservation Commission. 0 O To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 652 Poponessett Road, Cotuit SE3-3929 Project Location DEP File Number V Has been recorded at the Registry of Deeds of: Z LO W County Book Page cc LU Q for: i Z J J otS Property Owner Q } � Z'-� and has been noted in the chain of title of the affected property in: w O Book Page Q CO , In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Signature of Applicant Wpaform5.doc•rev.7/8/02 Page 7 of 7 poo-sn TT - I AI6 AS A6 NEW STORE STOOP OVER A6 3``H Uf MqA� u I;AliliL 1 1/ GONC SLAB o '�i (`c` 1 ILBROGK '\' HENNESSELT I 1 ISTING SONOTUBE PIER S mF CHAN1 AL // No 6LSIDENCAE 652 POPPONESSETT RD 41 COTUIT, MA 02635 r O. 12-6Z' ��-NOTCH INTO EXISTING CONIC FOUNDATION 3'-312• 10'-T�'• FOR NEW BEAM POCKET W/BEARING PLATE 1/416'x5'SET IN GROUT BED ' I I EX STI G JS'.16'OC ..HEW STORE STOOP OVER -- —NEW HEADER BEAMS S /. CONC SLAB GENERAL NOTES W8-SPANFLOOR PROVIDE FEXISTING SONOTUBE PIER e MID-SPAN 1 PLATES W/CLIP — iANGLES TO FASTEN TO ADJACENT TH mG e o ALL T 'FLOOR SYSTEM FOR LATERAL f EM BnTs,nDESIGns OAND Ha'STABILITY LAnsAs XI ING 3 1/2' y_2� 1 j f1-/� /, / IIA THE WN oa ae es IIN AL Y COLUMNS S' l S' 'lJ THEIIEa PROPEaTYED1 III 011 eDO REVEV By nn<NOLnEFF �� EXISTING WBx17 Y ` Recn, F— —_----_ _—_ _�_--- ___ _ _ —4-0,_--__.—_— _--.__ �-r . __—_ — eP #� aao�E an _�____�____ _.._-�x— �.— ------------._ _.____---- _ LL ur uz a AnT A -- 1 coa oaA Ion oa enr Fu EXISTING FIREBOX C SFECIF Ic W RM Isslon NEW 31/2'LALLY COLUMN T— AND RAISED NEAR H F THE FIRN POREVE NICHOLAEFF _ UNDER EXISTING WS,,l GIR ❑ }' TO REMAIN ARCHITe T, Inc h NEW 12'a 2'-V SQUARE CONIC PAD eaaoas o -WIN A CUT INTO EXISTING SLAB AS REQ'D O e oTlonlan GSTRaHEo H no PATCH AND REPAIR T s A E ae RBCOUGEHT9TO THe 2 n s _ 1 T CT BEFORE A4 ry A5 THEE WORK N09000MMENCEP 3 NEW ACCESS PANEL AT EXIST'G BASEMENT PIERS AND BASES,12'a21W SQUARE CONC In P no �W WINDOW PROVIDE PT W,FRAME AND ON 1Yx2-0'SQUARE CONIC PAD 7 " on aE TTOss used BIRCH PLYWc PANEL W/RIGID INSUL EXISTI G 2 8'®4W C EX T'G 2'.1 0 1'O EXPDXY TO BACK _ wmGs A E 9cALeP O _ _� — — _ — PIERS AND BASES,12-a2`6-SQUA CONC 1 I ' XIS 'G 'x10®1 O - 6,-O° ON/2'x2'-O•SQUARE CONC PAD -. NE 2'.'016 OC I '.i/// /://� - 10. 1 0. 23._�•. 5'-3• 10. .. NEW STONE PAVERS V-8' OVER EXISTING CONIC STOOP NEW FOUNDATION-W.T-9'W/1 EA #4 STORE STOOP A7 T TOP fl BOTTOM BARS REST FOUNDATION ',Q / / ON 1T%1B'STRIP FOOTING PROVIDE 2 E4 / 12'-11' 4'-3d 10' /��•;-/ .. \ #4 IF FOOTING W SAPS conTlnuous M A7 DOREVE NICHOL.AEFF STRIP FOOTING lJ/KEYWAY AND 5'CONCRETE FLOOR SLAB PROV'OE 5/8'X 40'ANCHOR BOLTS SPACED ARCHITECC INC. W/WX6'W14AW44 WWM OVER 6D'OC DRILL AND FASTEN THE NEW FOUIYDATK)N 6 MIL VAPOR BARRIER OVER SECTIONS REBAR SECTION$ O THE OLD USING#4 DOWELS_ MECHANICALLY COMPACTED II Lp GRANULAR FILL,9°'LIFTS.FINAL SPACED 12'OC INSTALL GARDE%OR EOUIVALENT- / - O t7,L inn-am fig a55 W STONE CONSTUCT10 JOINT SEALING STRIPS 2 F sos.ao.n#1 NEW FOUNDATION-B'3'-6°W/1 EA #4 TOP a BOTTOM BARS REST FOUNDATION / ON 11'X 18'STRIP FOOTING PROVIDE 2 EA I L. W CONCRETE,FLOOR SLAB / #4 HORIZONTAL BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY AND A6 W'/6•X6'W14%W14 WWM OVER PROVIDE 6/8'A-10•ANCHOR BOLTS SPACED 6 MIL VAPOR BARRIER OVER 6'0'OC DRILL AND FASTEN THE NEW FOUNDATION 7 MECHANICALLY COMPACTED SECTIONS TO THE OLD USING#4 REBAR DOWELS A4 6'STONTONER FILL,9'LIFTS,FINAL SPACED 12'OC-INSTALL GARDEX OR EQUIVALENT 6'SE EXSSTG GARAGE SLAB TO REMAIN ' COnSTUCTION JOINT SEALING STRIPS - / FILE NUMBER PROJECT NUMBER 2018 DRAWN BY GNG CHECKED BY DN f INSTALL 2-1/2"xB'TIE PLATE - 4 SCALE 114n #1-0n W/(2)EA 3/4•A307 BOLTS W/ - / NUTS E WASHERS BOLTS TO BE s IN 43/16' PROVIDE D3A/1B SE 6'SLOTST. I I I I DATE AUGUST 20, 2001 �•_ / IN PLATE SNUG TIGHTEN REVISIONS BOLTS ONLY NO WELDING I I I CO J wax le TITLE CUT OUT PO'®EA END OF I I I I 1/B FIST FLOOR FRAMING NOTES I I FIRST FOUNDATION WOOS INSTALL 1/4• I AND FRAMING PLAN REFORCING PLATES EXTEND 6' EA SIDE WELD CONT I I I I PROVIDE 1/4'X 2'FULL-- - - 00 NOT OVER CUT NOTCH 1 E% ISTING FLOOR JOISTS..ARE VA'0 IWOC GC V I F i L_________J HEIGHT STIFFENING PLATES AT RUNOUl ENDS AS A MINIMUM DOUBLE!"L.FLOOR JOISTS AT PARALLEL PARTITIONS ABOVE WELD CONTINUOUS TO `__________—J W8X17 WEB H FLANGES I, `T" EXISTING WBx17 PLAN X-11I.� NORTH sk BEAM DETAII FIRST FLOOR PARTIA!_ FOUNDATION AND FRAMING PLAN SCALE 114' = 1'-0' 2 f)0 5u 1 p l3AliliTTT/ T.VARNUM ' PHILBRO6K T T 1(�`� 1 1 u MECHANICAL '�^ Hlj`�*\1\JA'\'//1J�1�J TAPERED DECK JOISTS: POTENTIAL FLOOR pHc �`" RESIDENCE 2X10 KD SPF®.16.O.C.HUNG REGISTER LOCATIONS `YSIONAL U�U� FROM LVL W/SIMPSON PROVIDE OPEN BAYS LU5210 HANGERS AT THE CENTERLINE OF .�Z" TAPERED DECK JOISTS: UN173 ABOVE,TYP.VERIFY Z3 PVctn 652 POPPONESSETT PD. iIX10 KD SPF®16'O.C.HUNG CORNER PILASTER FINAL LOCATION WITH FROM LVL W/SIMPSON / (3)2'r6'STUD GRADE HEATING CONTRACTOR COTUIT, MA 02636 LU5210 HANGERS SPF BUILT-UP COLUMN. CORNER PILASTER: (3)2",,6'STUD GRADE SPF BUILT-UP COLUMN. A6 A6 f� \ i A6 1 STANDARD HEADER / \ - STANDARD HEADER 7T(2)2'.10'W/1/YCOX FL H / \ I \ 1212..10'W/1/2°COX FLITCH GENERAL NOTES. An GEMEnTe.OE9 GOne OA �' /'{.Gy'/✓'� / / / �. ) r u --` -- � � '. /// '/ / -I ---- -- --- oIc>TEo TwEaeon YRea EnrEo rY� / / iB EaEBv A0.E OwnEO B SUPPORT POST 4'.A'.2 Y OR BTR DOUG-FIR SOLID / %�' / / '1 / //%/ y ® I' TH PROPE arY OF DOREVEnn CHOLAEFF, STICK HOUSED M 2 6 STUDS -_ //I ]/�/ I •/ % /, j/ - / /; / k. / - LL ecr Inc no v T aM BE UTIL zeo B ---I' �•u� / /, (1 ^! �' OR coIPOMATVON FOR n vuavo aS --_ cE HE Pau sP aevE c TEn vE nlsslon FLUSH FLOOR BEAM: I FLUSH FLOOR BEAM: --SIMPSON TOP MOUNT R HOLAeFF cE TJM PARAL 'M _ �- HB5.50/C1,80 IEA.END) o0.<HITECr,INC.o 1 I i - ~ i ,. A IscREPAnaE I S j - I - (2)2.4 5TUD SPF BUILT ;oa E nine UP CCLUMNS I ___ Aw Gs R O aAwlnG O -- - —1 BHBe CENTER LINE OF STEEL Q__ FLUSH F OOR BEAM: .1 __ r--\ THE w K H O acoTECT se 35`11-]/8"TJM PARALL J oan aOAF Tr HE A EFOaE GIRT IN BASEMENT 'B -i ITT T O m 1- BE GIRT 2'.6'016'O.C.W/DBL s Con EncEo _ _ v gnry nrvc AT -TOR Ar�smr 1 s omens one Aae To ee oseo o no T_OPENINGS USE.IH-FILL HEADED, -----7 — oaew nGs ARE ro BE x . FLUR'RSH APEN'G 105E 3.Sn14'TJM yI 0 L I 4 5 D SPF B IL CCLUMNS '� —r I .SUPPORT POST 4'a6'.2 _ STANDARD HE ER FLUSH FLOOR BEAM I OR STIR DOUG-FIR SOLID NI I m �I STICK HOUSED IN 2'n6'STUDS .'� I (2)2'r10'W/1/;'CDX FLITCH I 13.5'a11-7/8"TJM PARALLAM --_ _—_FLVa SH JF i- —O ____ I -_ ' IDW FLUSH BEAM: 3511-]/8LQTQJMR PARAL�pM -PA RAT iI AS II ' -1/4'X3'X3"T.S.GOL_ I - �o I p • - --_r I / IMP ON I - SIMPS N FACE M _OUNT HUS4A2 ��Olt n ' HUS4121. STICK HOUSED IN 2'u6;_U9S IN FLOR.ADD 2'A10 RIPPED SUPPORT POST 4'a6'S2 9 I ��".'�LWICIX22 ly - I51MP5QH OP MOUNT - -TO-FTr-SIDE LEDGERS A D THRU-BOLT_.OR BTR DOUG-FIR SOLID I _ ISTICK HOUSED IN 2'A6`STUDS HB6.50/1 B(EA.END) i OPEN TO BELOW Y .BOLTS STAGGER SPACED 16'-OG.,OPEN TO BELOW 1 1I STANDARD HEADER (2 a10'W/1/2"CD%FLITCH FLUSH FLOOR BEAM: 0( 'I FLUSH FLOOR-A - 3. 11 7- "'TJM PARALL M _ 5.25`n11-7/5'"TJM PG.RAL M'I 'J _ I.. Q iIFt'I— r LI\F OR_M._.—.BOX W—/—1..2.—5 18_7_5-,t1 1 - ----1 R EVoE eaNviuIc C n+i-nsHr ozTs iOls AEFF L p STORAGEO IMBERSTRAND MEMBERS, ------- ARCHITECT INC. J FL 2r.. h A� FILE NUMBER: SECOND FLOOR FRAMING NOTES: II PROJECT NUMBER: 2098 1. WOOD COLUMNS SHALL BE 4X6.1 OR BETTER'DOUGLAS FIR 2. STANDARD 1/4',2 ANGLE CLIP CONNECTION, USE 3/4'DIA CARRIAGE - 1 - DRAWN BY: GNG, AH BOLTS AND WASHERS WHEN CONNECTING THROUGH DOUBLE LVL FLOOR BEAM. 3. SECOND. PLOOR JOISTS SHALL BE 11-7/8'TJI PRO 250®16'O.C.UNLESS NOTED OTHERWISE. - I!.. CHECKED BY: DN RUN CON _.. -TUT INUOUS WHEREVER POSSIBLE/PRACTICAL.FLUSH FRAME WITH SIMPSON 35.12 HANGERS. I SCALE: ��'A�� _,li'Oii I A. ALL EXTERIOR HEADERS SHALL BE(3)-2X1O W/1/2'PLYWOOD FLITCH UNLESS NOTED OTHERWISE. S. TJM PARALLAM;F'e a 2,900 PSI, M.O.E.•2.0n 10(6)PSI DATE: JUNE,20, 2001 6. TYPICAL RIM STOCK SHALL BE 1 1/4'X11-7/8'TIMBERSTRAN'D LSL. AT TRIMMER CONDITIONS WHERE THE EXTERIOR WALL ABOVE 15 PARALLEL TO THE RIM STOCK,SISTER A FLOOR JOIST TO THE 1 1/4'TIMBERSTRAND LSL. REVISIONS 7. STEEL SUPPORT COLUMN:1/4`X3'X3'SQUARE STEEL TUBE COLUMNS TO EXTEND CONT.FROM STEEL BEAM ABOVE DOWN TO TOP OF CONC:FOUNDATION WALL BELOW. TOP PLATE SHALL BE 1/2'XS'XS' WELDED TO BEAM ABOVE(OR BOLTING PLATES W/3/4'DIA BOLTS).BOTTOM PLATE SHALL BE 1/TXS'X7'FASTENED TO TOP OF FOUNDATION WALL W/(2)-1/2'DIA QUICK BOLTS. ---- --- -- TITLE SECOND FLOOR FRAMING PLAN Al PLAN NORTH 4�¶If''YJfIIIIIIU'IIIIV'�u' ® Add SECOND FLOOR FRAMING PLAN SCALE: 1/4' = T-0' - �So OF y BARRETT/ - s?PMiLBWJOK HI?NN A7 ES IJE o MEG�HA41GAl Ii1JSII)L\7\(/IT, k E\� HATCHED AREA DENOTES Z3(,V 4pT't+OU 652 POPPONESSETT RD.COTUIT, MA 02635 I RAFTER ROOF PITCH OF 16,26 DEGREES,27,5 RAFTERS STANDARD HEADER ALL OTHER ROOF PITCHES CORNER PILASTER: \1311%10'W/1/2'CDX FLITCH SHALL BE 16,87 DEGREES TYPICAL STANDARD HEADER (3 STUD GRADE (312'00'W/1/2'CDX FLITCH SPF BUILT-UP COLUMN. HEAVY HE(, FR: 3.5'.9.5'TJM PARALLAM. PROVIDE DBL.2'.6'JACK STUD GENERAL NOTES: I' II� I � I .I I ICI^`;:� '"^ RannsEnEnrs.noesE o>no Hvl.ans s nolccreo TUEREon on evaeseNreo 1vOOFEOOa EV¢nOn ICHOLe EFF, ea u1TEGi Rn<. A P r EOF ER SHALL BE ur ZED erA PERSON F n 4Q / TEIIIEP.w n6 a/ %/ / oR < a RA on F WR ienFesMsson 1 r wrH s 1 ♦? ry ! .i / FC.-G7/-'/G YJE M L/ %'i 0 _�'L AacHrtecran RE VE nlcuoLAeFF a IN All Ili ry 4 �ti J m % / j%/i / j/ i. /�� — xl 0 __-_- -,� ET�soAao�i eaoueHrsTO THE onn T cT e HAS IC EnCEO. CORNER PILASTER; (312'6'STUD GRADE // P NO _ALE. -UP COLUMN.9PF BUILT - TT S ARe i E H / // J •().1X RAFTER HEADER / (2)2x10 W/1/2'GDx \ ( - i /, // �; FL-ITCH/GLUE HNAIL- J� f I.6 1 875 'Ji, mic RO AM RID SE i! I '• III;: 2X1 R 2 10 1 noG - j IU,SH HANGER ?_ .. RAFTER HEADER (2)2X10 W/1/2'CD% FLITCH/GLUE 6 NAIL - CORNER IL_ER: /:- / L_ � ),.� - — p, <�� ! ,. (3)2'x6°STUDUD GRADE -- —- 9PF BUILT-UP COLUMN �_ '--- 1 U HATCHED AREA DENOTES _ _RAFTER ROOF PITCH OF DOREVE�(I(•][OL A'[F F 0 I - I I! I 116.26 DEGREES,2X8 RAFTERS -_ _-—..—. _-— J..,I " I ARCHITECT INC.' I I \ ALL OTHER ROOF PITCHES SHALL BE 36.57 DEGREES TYPICAL. 1 I FLU CEILING BEAM ! Fnx son.o um s ocrenvl TJM PARALLAM. CORNER PILASTER; 13F STUD GRADE SPF BUILT-UP COLUMN. I —�— �.-'1 ! _. -_ r II ! I •. � �I. I I I I I I I I III' .- .. it ! II' FILE NUMBER. TYPICAL ROOP FRAMING NOTES: j I - 1. TTPICAL RIDGE.HIP AND VALLEY MEMBERS SHALL PROJECT NUMBER: 2018L BE tt2 OR BETTER S.P.F. � I - UNLESS NOTED OTHERWISE. - 2, ROOF RAFTERS SHALL BE 2X10 U2 OR BETTER S.P.F®16'O.G. �. DRAWN BY: GNG . UNLESS NOTED OTHERWISE. I 3, TYPICAL CEILING JOISTS SHALL BE 2X5 42 OR BETTER S.P.F.®16'O.G. 1.75'11.8 5'1 JIM I ICR -1_1 M RDG li CHECKED BY: DN UNLESS NOTED OTHERWISE. 4. COLLAR TIES WHERE REQUIRED BY CODE SHALL BE 1%8 SPRUCE®32.O.C.. I ! SCALE: =T-O S. TJM MICRO-LAM F'e 2600 PSI, M.O.E.m 1.9..10(6)PSI - !' DATE: AUGUST 20, 2001 6. STANDARD WINDOW AND DOOR OPENING HEADERS SHALL BE(3)-2X8 W/1/2" PLYWOOD FLITCH PLATES. I" - I t ! REVISIONS i 7. ALL RAFTERS SHALL HAVE HURRICANE TIES:SIMPSON H 2.5.TYPICAL C I! ---- ----_ -- WHERE THE RAFTERS ARE ATHEDRAL AND NOT BACKED ! UP W/CEILING JOISTS ' I I : I II TITLE ROOF FRAMING PLAN I I PLAN s NORTH ROOF FRAMING PLAN SCALE: 1/4' _ _ 1 GENERAL WORK NOTES L� 0 13AliliETT/ 1, GENERAL CONTRACTOR M15FS TO MAKE THOROUGH �, RESIDENCE FOR N�ITN�IT JA(A` ° I,�1 VISUAL INSPECTION OF PREMISES PRIOR TO SUBMITTING HE1\1\I�SSLI.E PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD 1 VERIFICATION, AND INSPECTION. RESIDENCE 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, 4 'S. REGUALTIONS, CODES OF THE MASSACHUSETTS STATE 652 POPPONESSETT R.D. UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE COTUIT, MA 02635 ORDINANCES OF THE TOWN OF BARSTABLE; AND OTHER AUTHORITIES HAVING JURISDICTION. BARR TT. H NN SS 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS AND SHALL PROVIDE THE OWNER WITH 652 POPPONESSETT RD. COTUIT, MA 02635 WITH A CERTIFICATE OF OCCUPANCY FOR ALL WORK PRIOR TO FINAL PAYMENT. 4. G.G. SHALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS GENERAL NOTES: AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF PRODUCTS CALLED FOR UNLESS OTHERWISE NOTED - -ON DRAWINGS. "ID AnD a rxe iDewa wn Ge..Ti_.DeajGna wnD v S. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING ...... EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, ovearr o oaevenn LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR wRGM ECT In TwEREDP 2F EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN L.E.III, I n aaon, P H WRITING. 00. C T o E, ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS we oew " 1 I.—A.— ITTR"uaion OTHERWISE NOTED AS 'EXISTED" OR 'RE-USE'. T v Aa< "e :a Doaev nc. 7. ALL NEW WORK , G.G. TO PROVIDE SUBMITTALS TO m m m m n ARCHITECT OR VERBAL.DESCRIPTION FOR APPROVAL. RaAola G'.a" 1 8 NllTOANI ALL WORK SHALL BE MADE RIGID, AND WORK ADEQUATELY ARE TOae e N ee Poae BRACED AND SUPPORTED TO SUSTAIN ALL IMPOSED LOADS - Tec e TNe v0_ A. COnHEnGCD. AND TO PREVENT MOVEMENT. e 1111 9. THE WORK SHALL BE CONSIDERED ALL INCLUSIVE AND SHALL Dawvinaa ARE To DE e...LE.. D no INCLUDE BUT NOT BE LIMITED TO PROVIDING ALL FINISHED (PAINTING OF ALL SURFACE), ELECTRICAL WORK, PATCHING AND ENCLOSURES OF DUCT WORK, AND BASEBOARD. ® ® ❑❑ ❑o 10. ALL WORK SHALL BE FULLY GUARANTEED FOR NOT LESS THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 11. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS TO m THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL A CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, FOR PROPER 'LAYOUT. VERIFY ALL ITEMS PRIOR TO ORDERING. 4' 12. CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN AND READY TO BE 'LIVED IN' CONDITION. • • 13. ALL CLAIMS FOR EXTRA WORK MUST BE APPROVED IN WRITING BEFORE WORK 15 BEGUN, OTHERWISE. THERE WILL BE NO OBLIGATION BY THE OWNER TO - REIMBURSE THE CONTRACTOR. h L==J DOREVE NICHOLAEFF _ ARCHITECT INC- Y:! BIS MADI SIAPBT OS1H0. M2]A°� f • ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST OWNER CIV L mauls°aee e.a°p..>,elm">. e�nma pHT "t lee) uRax COLUMN GRID BARRETT/ . (A epwm"o.a"e u°mee. HENNESSEE C-1 SEPTIC UPGRADE °,l x eiap Y 652 POPPONESSETT RD. Mc "e°pe,°et Pc1. �R;N _ COTUIL MA 02635 ♦eaREvun°ns: p o tl^Ig)ca IAN I t n:G i po MVEL/°Duv.TiLL DEpTAIL.S��Oeloil v e ue°, °oR u t PiwO m"°> o y"i9°NOT seine SITE/CIVIL lip PT t t e - 1 b6 •�) aCT esz�,e .ee a RDtx/LEDGE °aw=t° �° b"a el„ ° sEcnoN BAXTER, NYE HOLMGREN ARCHITECTURAL IT NR h.me(erg) OT a "Y a a t x ° ENGINEERS&LAND SURVEYORES ;I v u=w° R coucRETc o�e.9 s�o��o" 612 MAIN STREET A-1 FIRST FLOOR PLAN wsPx °apeet :'°lei OSTERVIUE MA 02655 asN "P m °"' "e��a '°"""' ® Rxrcx (506)426-9131 A-3 ROOF PLAN FLOOR PLAN PLAN FILE NUMBER: BRCT WALLrmEs °m„.. _ —©—oepe N ,i eh H°o°flA pYc R. o - - - STRUCTURAL - A-4 EXTERIOR ELEVATIONS PROJECT NUMBER: 2098 cRETE aLacx DOOR NUMBER T. VARNUM PHILBROOCK, P.E. �° °e°h R c x - A—S EXTERIOR ELEVATIONS eat"ee a°I I I"aNR ee,.aee 1 seN R a o°o,".m °R " PHILBRUCK ENGINEERING&CONSTRUCTION A-6 BUILDING SECTIONS fey 1°v) —NE vnNDOx TYPE °ne°oa=e"t^sp°.w° 107 BEACH STREET A-7 BUILDING SECTIONS DRAWN BY: GNG `CI.TT e,le„1 ;oCL DENNIS.MA 02636 cac ° •,ee)n�_") ®ipreEL = .P. (506)385-8662 A-8 DETAILS DEN DOREVE NICHOLAEFF °—Wneowt MR l,le �Nv ,".e.t ple �eN�tvu smeu Saul. SCALE: xi _ CEILING HEILTITS co p, ,T t ;;; ;"m,':�°IIe°;) —�";,„e , „°,,,", GENERAL CONTRACTOR xo a"eeE°°t sn °''°`°me euISNED w MOGAN AND COMPANY, INC. coo o-t°) IDL m 66 dOYCE—ANNE ROAD DATE: SE _MBE 17, 2001 ARCHITECT INC. "°'""°"� UAva � EL a.°°"e Rouen woo° ,lei°.p"N m e, STRUCTURAL io. o:i°" CENTERMLLE,MA 02632 REVISIONS Nu °mt w e 2'ep»)e.>pe"a �.olme°aye°el wmee.°v DETAIL AREA .Rate (506)775-2700 -T Lw Il't t°.Dvl e q eew`• • ° ry .eel.e �P„ uLv°xsN=a N°°° 812 MAIN STREET E S-1 FOUNDATION PLAN cns a `®—o:°aWi.ce°m"o�o FIRST FLOOR FRAMING PLAN OSTERVILLE MA 02655 D,E „° S—z e _ m ypale EOUIPMENT S-3 SECOND FLOOR FRAMING PLAN N TEL.508-420-5298 (D_ER°Ipme°I Rv..N°mne. S-4 ROOF FRAMING PLAN Da uECn ace ° lnv i- tOro�C010 uED �Ro �mea o oA mrtormm smell s�le FAX 508-420-2240 ox a IN NDaTN ARaow c IR _: NnaEeoRo x .IPe). R.L p.) ELECTRICAL TITLE ELEC ean oafs; 4 D m°ntgl>e)a Hf yv p=�taleU5avo"N° Ewt a ou ° .pe spore EtF' uTcs °pl tp;me` °'e'^R` °"$Cp1a SMOKE DETECTORS E-1 FIRST FLOOR ELECT.PLAN a c an REwSIGNS e vsuN DONO OeKR L°eau°. E-2 SECOND FLOOR ELECT.PLAN .r" ow mg°'D wD rl i I _ _ ems} nAW 20M MH1l Desion Sa*duk ELEVATION Leaching Area Requirements IL 11a BE OF BXM647M aaPOEEas�TTE 1s FWS1ED BASEMENT FLoaR _ s BfD900FfS AT llo GPD/BEDROON.s50 CFO aw FDa51ED GARAGE FLOOR ADDITIONAL 5OX FOR GARBAGE DISPOSLL --W— D TM or OoMM IIIIIIIIIIIg t /,f •J"'f DUSTING SEWER NYIRT AT FOUNDATION 21.0 LOWS SEWER NYERT Nr0 SEPTIC TANK 20.6 PERC RATE. -<2- MIN./NCH (CLASS 1) SEWER INVERT QUIT OF SEPTIC TANK _ 20.1 Y f SEWER"AM NTO Db7RIBN10N BOX 19.4 LIAR a 0.74 GPD/SF. r!, 8 P/ •/•� f� s 6yoe SEWER AVERT OUT QF aSTRlBUNaN Box 19.2 ''. LOT 4 SEWER AVERT INTO LFACHNG SYSTEM 19.0 MN-LEAD"AREA of SAS. BOTTOM OF LEACHING 717D4CH r7.0 550 GPO/0.74 GPD/S.F..744 S.F.MN / ~ /yr / i/• / / WATER TABLE PROPOSED SYSTEM TREEUNE� r !d r' ! / / llF mleolL MNc � 556 CPD w/LFACTNNc AREA of 752 SF ........ /'� !d �• //� / ,•`•..... - - 5 TOTAL UNITS 1 5TARTER,1 ETD,R 3 NTERMEDIATES. ' d ; - / q r/0 D0 3306 NP.3301 330E r ! � � .��x��Y•f•�f��-.•-. LOCUS NTs .:� SiONE -..r ;: Y Map: 6, Parcel 17 y ..y �4YS .xix+ 1tii'�'.{ ;< ZONING: RF/AP Setbacks: 30/15/15 µ. 'fl Alin. Frontage: 150' Flood Zone A-11; EL 11.0 WOODEN STUS ! t' / PR0POSEQC� / / r�� off �oTY / PLAN OF LEACH CHAMBERS FIRM Map 250001 0021 D FENCE �p� !!STAY ipi'\' C `.1: h`W N`�QHW_\ C.B./D.H. / NO SCALE Revised July 2, 1992 HbEjVF `y 10 4ph s �jv�Y,i / - ¢/ sC F /1 �"`_' / I`— f2• c GATE�/Lodi 'S •! ; •�' ?4 ` \ ' f / FINISHED GRADE GENERAL E�ITTFS _ / -/ t •�• 36'WK-9 COMPACTED FILL ALL 5KTE11 OOAFOrETIIS SIiV1 BE NSTALIID N ACCORDANCE EXISTING SEWER r , r •••• •• ` / 2- 4 ��OME WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, PIPE•- SEWER - '•� \ /F 1993 3 ANY LOCAL MALES APPLICABLE f f ' Gr. / I•, _ •a' i 10- . ,� / O 21.0 3/4'ro 1 7/2 µY CHANGE TO THIS PLAN MUST BE APPROLED N WRITING BY Y . I t N DOUBLE THE DESIGNING E)4GtEDt f !� WASTED STONE t! WHEN OOtN57RUC110N 1s COYPIETED PRIOR ro! BAaa:aLRTrti. 1' O SIC»DH NOlEI'THE ENGINEER d BOARD of HEILTH AGENT FTkt / t '' •y\`; 1 /AA�N O ` 1 3 /? INSPECTION. / f A ..:,t. NO SCALE •i• i� 0 P 1 : �/ r r ARY f . ALL SANr DISPOSAL SYSTEM PIPING ro BE 4 SCH i i o PbG 40. �tf , ';, 1 - , h EXCAVATE AND REPLACE All UHSURABTE MATERIAL EL noon> IA �, r 1 y /lr �� CULTEC RECHARGER 330 �SUIMADNQ nE LEACHING FELD FOR A 1 d� DISTANCE of 5' I t Sao,• PER 3 0 CUR 3.253. it 1 PEASTONE r / S ALL PIPES To BE SCHEDULE 40 PVC DRIVEWAY PF9/ARY BFNQNNRIC.NCVD . t r 2 d , /'/ / • ' ,NTpF•••.. , ..•� �Y.� r ` / 3i �3 PROTECT 80JCTWANC:SEE PLAN .Pq)}! - ,.y / ` Jm LOCATION OF UNDFR(;ROUN 1 UTILITIES AID APPROXIMATE AND LOT 3 _� J` a -� SHOULD BE VEI*1ED N THE MD BY THE APPROPRIATE UTILITY 1 J •--••• �' "'- / r?' `` I` ` COMPANY PRIOR TO ANY CONSTAUCTM �AM— , t S.F.24 750 �� / r 10'CF OOA�OIL MMC • / - * , � '' `�/�S / 'r ��1` / / � E005'ING cEssPooLs TO BE PUMPED AND'FI1ID WITH SAND. UO■1 dl GB./D.H. / s 1 1 • ` / lop or AN x4•Sg, m h / - AWE�Mlall JO'.g• ' � //, I C.B./D.H: / O Cess ols o - LOT 2 Wr000er4 STEPS ' J/ N 652 Poponessett Road !y c.e.ro34. C ftit,Massachusetts PREPARED MR C.B./D.H. /Benchmark CB DH Kathleen E.Barrett Elev. 24.3 NGVD BAXiER, NYE & HOLMGREN, INC. TITLE SOIL LOG P 19893 DATE: 12/4/2000 Proposed House Renovations WPM U09.ade/wOKIMIas Aermrt now OF F.F.a-24.0 " am noTYPICAL SYSTEM PROFILE ENGIEFR, W-m AAGIW p. ?w aY sTET'HETM a WusaN ED.twBTr BAXTER,NYE bL HOLMGREN,INC. l0aa-no NOT TO SCALE TEST PIT 1 and lRegisreJed PT�essioaal NAMNAMaNAIE ow LBK.73M 24.01 Btlgmeers id Slaveyols A O mw &.0 a MNXC.yr a uL s MEM MW am IEAoW.O Sn M.24: - 0 812)Nam Sheet,OShhvMlle,111A 02655 4•sua 40 v4o :`•: 4 sLYL 4o PVC ) 9.( )co.r Phone-(508)429-9131 Fax-(508)428-3750 FNtST r BE LEYFI p�4 E SANDY W41 FNSIED �.. CON0=AD= avnx B'Sur� 4•SCH.40 PNC 12' 10 YR 3 D%SEMD1 :" OyEa 2%.,-1/SUI/2 0' 10' 20 30' nAm ' ■MITE/e'ROM swi..0.008 min SANDY LOW fOOlslc ;:. 4'f>vc - 10 YR 4/6 SCALE-I"-10' DATE: 4/23/2001 C1 MEDIUM SAND REV. DATE REMARKS 42' 10 YR 4/5 �. 1500 GALLON SEPTIC LAIJc(H-20) p15TwBUTIOH Box(H-20) S MN - - MEDIUM SAND&GRAVEL.i (STRADFED) ADlei B�BE NtS1,WMD all A LEHI SL40LE BUE 1a BE 167A ON A LABEL SMULE BASE 132" 614 7 ouNEM flown I EN WU Ne C'wd•el4r OD•s,.•4 NO WATER ENIINITRED cYAlEcw rrFaaacER 330 H: 0000 2000-88 surve worsht 200088se .dw RATE.<2 MNIIN 2000-88 SB_o BARRETT/ HENNESSEE 1'-4• 40'-4' 1'-4' 16'-52' 1'-4' 10'-q'. 4 B-O RESIDENCE 2 5'-2• 5._2. B'-2 •.. 5_2. 6,_2, / 652 POPPONESSETT RD. GOTUIT, MA 02635 2 3 MEW ST NE STOOP OVER � CONC. LAB NEW STONE STOOP OVER STONE DUST.AD T GRADE EXISTIN OTUBE PER G.C.TO V.I.F.AND SEE ARCHITECT GENERAL MOTES: _ THE DRAWING AND ALL OF DESIGNS AID TIE IDEAS 1 ® II O I—ATED TIEReon o REPRESENTED Ftr7T 4EDr A —D 4E—IN Lill v ewe nicN AEFF, 4R—TECT INC.o10 TNe4e0oF / \ O OR BE UTILIZED s n, F14N 109 114 NEW STONE STOOP OVER oa COaPOawnon F nacoaE: BEDRM. # 2 DINING CONC.SLAB 0 excePT W PeRnamon \ / _ of TNe FiRN coo eve cNOLweFF EXISTING SONOTUBE PIER ARCHITECT. In \ / r'2 15'-T 1 2 _ 2'-1' S2 15'-1• 2'-4 3 N'-2 52 E—REDucaerwn BE ON TNe DRAW NI''O' O T HE ry S ATTENTION F E A ..... DE F04e T e t13 I WORR a T ac cT ® BEDRM. #33 LIVING ° © DIME15—a ARE To De J EUSED AID 10 O ® - EXISTING FIREBOX vinGa ARE ALeD, AND RAISED HEARTH 51' %LII3NI To REMAIN - N CLO L1o._q. 2,_Bd 1._73a.0ors I' I` rvHALL IHALL p ®o tts_ W -------- UP --------- KITCHEN m — m t 047 ry 52 - 2 2' 4 2 .3� 32'. 7._O. - 3'-4 9._B. 32' C2 1' Z'4•-01'31 erR 43'-2z' 54 _ r / LCATu DR ®Cl ❑. tQ2 `9 tot �L* - 1 ... O L--:11N ----J r. / � CEILI �\ 1 CLD. I NIA I I STAR / O \ —— A - "� j20 I NEW STOOP EXTENSION rt o xtoa 0 10 PORT I I j HA ® oLAU DRY DOREVE NICHOLAEFF M STORAGE I I I I 2,1a;: - nacrmEcrauc. ® 104 ,� ———— ——_— yr— NEW STONE PAVERS OVER EXISTNG CONC. 813lfnW mE� BEDRM. #1 P 0 -- STOOP FAX soauJs�ce _ _ 9 - N sm�aazuo STONE STOOP a In A7 �. ® is wg SZ -74 — C ❑.h N 4 20-MINUTE STEEL DOOR W/APPLIED RAISED WD.PANELING Z I 1 GARAGE WALL -TO RECEIVE(1)LAYER 5/8' Q F1LE NUMBER: TYPE'X'GWB CONTINUOUS (TYP.) PROJECT NUMBER: 2015 - 1 DRAWN BY: GNG, AH I O j CHECKED BY: DN REMOTE OPERATED SCALE: 114' eT-O' MOTORIZED GARAGE - DOOR OPENER DATE: AUGUST 30, 2001 0 REVISIONS I 7'-0' 4'-5' - GARAGE 23._3. 9,-01 11,_B B'"7a 1a'-11• TITLE - FIRST FLOOR PLAN 22'-0• 27-102. - 23'-10' 75'-8Z PLAN NORTH ' A t - � A7 FIRST FLOOR PLAN SCALE: 114' $B'-0 BARRL'TT/ HENNESSEE 15'-62' �3_p• '13'-O' B'-O' RESIDE NCE •• 4'-6• 6'-4• 4•-B2' 6._6• B,.B• B'-2 B'-2�p' 6,_6• 6•_6• 652 POPPONESSETT RD. COTUIT, MA 02635 A6 A6 A6 (1316.4245 sousae PT.) > > GENERAL NOTES: THE WICD AND w Ne IDEAS ILIN R NGEMenrs, —All P1ANa 20fi EILIN nDlc reD rneaeon oa RevaesenTeD ❑FFICE ® $ eaesr ARe OWNED Dr AND REMAIN TIE PRo RTT oP DOReve nlcMo�AePP, ARCHITECT INC. nO P Tn@REOP TRAT FLAT BRAY 2-p2 -p2 �� De u zeD a RED.,v M EILINge CEILIN ¢EILIN o vu4 oae: SOFFIT ]R CORVORATIon POR A P IR B-•I• _ / 0 7-O' 2-02. 6'-O' 2-p2. 0 EXCEPT M ]vECIFIc M TTen vveRMl .. Q eve n y v \ / 61• $1• �' a• waCwreCra llnC,oa ICRotwevP 2 a w \/ — --- ----------- ANT eaaoa] .1.. olacaevwnc lea On /\ .M ov ANT -- 207DETAILSMAOSTER oMT.De ea cIsseFoae BEDRM. THE WORK HAS COMMENCED.I _—� / CATHEDRAL, I r I / CEILING ABOVEDRAWING]n]All TO DE U]ED AND n0 - — � _ _ O I D4 In All TO DE a<Aa.eD. I I 2a I I TV II O I I CAB. I - 0 C ❑m I 204 I _ I BEDR 4 le 3. 0 A E e Roo e-Iv WALK-IN CLO. 6 5 6 5 2 12'-'I•n� 2 I A4 1• 6'e o 5'-8 - 6'-5' 2 2 2 A I I p ® A" I I • zoo I r------ I HALL 200 ® ATTIC HIGHO CEILING OPEN HALL STORAGE - T DORMERS ABOVE - N I I I II p ry OPEN TO - BELOW OPEN T BELOW e DOREVE NICHOLAEFF nxccr�'� q • II II II - I II -- --J� - J aA7------i -- --- -- ---------------- r- -- -- L----------- - --==-J�— --- ------- ---- --- — — I I - II II z FILE NUMBER: b PROJECT NUMBER: 2018 II l I II DRAWN BY: GNG, AH I ' II II 0 CHECKED BY: DN SCALE: 114' =1'-O' • II II II II DATE: AUGUST 10, 2001 p REVISIONS II II II II II II L------------------------------J TITLE e•-o2 �r-e s•-,a SECOND FLOOR PLAN 2,177 S.F. HEATED 22'-O• 29-102 23'-10' i NORTH PLAN • Y A4 75.62. SECOND FLOOR PLAN SCALE: 1/4•_ -o' BARRETT/ z HENNESSI:E RESIDENCE 652 POPPONESSETT RD. II 2 � GOTUIT, MA 02635 Ii A6 A6 A6 ---- --- ---�I a I " i } -- I GENERAL ROTES: H } H W—AnD ALL OF T e (DEAD ' n� i _ i � n� i � nGenenTa,DCaIGna AnD nPt.Ana W W. Taeaeon oa aePaesE.—InolcAreD - > J rneaear Aae ovneD D.Ano aenAin J me vaovearr OF poaeve me—e-, AB • � � I nrtecr m no PA rneaeoF n S. aA.0 BE RAnoe FOa An ose:Fla - A6 / - AB Kcevr W ]PecIFIc W avPeanualon 3 I TYP, C TYP. oaeve nlcuoLAeFP oP Tue TO TIE PIaM D ICE AND WAT R SHIELD Aacu1—T.Inc. INTIRE ROOF LOPED AT 3.776 a I wnr eaaoa]oa pixaevan<ie]on rue p.AWm.S.]uoP paAWmGs Anp DETAILS ARE TO 1 L------ --� Be D Devoae BRICK CHIMNEY I rue Woaa uw]connencep. —— • L.C.COPPER p no CRICKET DWen1-ARE TOT DE USED . I ICE AND WATER SHIELD• I D4AWINGD A oae DGA�ep.n a NTIRE ROOF SLOPED AT 3.75 I I I d I ICE AND ATER SHIELD ~ - - e IIYTIRE RO F SHED — u w - I I I TYP. i DOREVE NICHOLAEFF I I I I ARC FMCr INC. I I I � � elzsuwrlxvEr osTecvu.c suamu W " r— --- A7 FILE NUMBER: I I i PROJECT NUMBER: 2018 I I � DRAWN BY: GNG CHECKED BY: DIN I _ I I SCALE: 9/4' =4'-O' I I a • I � I DATE: AUGUST 10, 2001 - I I REVISIONS I I L------ -----------------------J TITLE - ROOF PLAN Aq PLAN NORTH 1 ' let� PROPOSED ROOF PLAN SCALE: 9/4• _ T-O- 2 1 TYPICAL ROOF CONSTRUCTION: AT 13AliliETT/ 2X10 0 16'O.C.WITH 5/0'GD% ALL EXTERIOR WINDOWS AND SHEATHING ON 15fx ROOF FELT WOVEN SHINGLE RIDGE CEDAR BREATHER UNDER WESTERN CAPS.TYP. GLASS DOORS TO BE (WHIT HE�iI�ESSIJL RED CEDAR ROOF SHINGLES WITH DESIGNER SERIES CLAD!WHITE) � � 5 1/2•EXPOSURE WOVEN SHINGLE PAINTED CEDAR BEAD-BOARD SOFFIT RESIDENCE '• VALLEYS.TYP. 0 EXPOSED UNDERSIDE OF ENTRY T.O.BLDC x T.O.BLDC >25-6 1 4' _25-6 1 4 CUSTOM PROFILE PAINTED 2 CUSTOM PROFILE PAINTED RED CEDAR EXTERIOR TRIM RED CEDAR EXTERIOR TRIM 652 POPPONESSETT RD. AND MOLDINGS!TYP,) B _ AND MOLDINGS(TYP.) T.O.P.O CLEARSTOREY 12 TYPICAL ROOF CONSTRUCTION: 22_B j B• — — — — ZX10 0 16.O.C.WITH 5/0'COX GOTUIT, MA 02635 m m 12 �.0 CEDAR SHEATHING BREATHER UNDER WESTERN exv m Ell FT7 9 REDEDAR F SHINGLES WITH SINGLE STUD 12'CHADSWORT OLY POST 0 ALL MULTIPLE 4 STONE 1 TYPE 2 SIGN wlnoow/DooR UNITS I SERIES zoo coLUM GENERAL NOTES: TYP.U.N.O. B TOAD STAIRWILL_ _ 16-B 3 4 — - — - — — — L0.W.0 STAJRRkLL �xv _ 16-6 3 4" THE pagvmG wnD ILL or Tne ipege n 15'-1O'BOT.of HEADER —————————————— ____ _ 42 B waagwGEMenT>, De>iGns qnD FLgnJ CUSTOM PROFILE PAINTED q� m 6 SIN. wreD rneaeon o0.aevae3enreD _ RED CEDAR EXTERIOR TRIM RE D DKARE AND MOLDINGS(TYP.) 1'- ® O❑ Tnea PaovearTooFepoae en nicnoLge FF, N T.O.W. BLLWI ALLCEAA WATER INES @ VALLEYS AT gaGnire6Gr in no ea'oF n AL e U 2ep 6 a On,F ,a 11-5 3 4 _ - G.G.TO GIVE ALT.PRICE 0 GARAGE oa Coavoaq�on o avo>e: 14 SECOND SUBFl00R 9 excEPT v eF'u`4a1'TEn Feanueron 10-0 5 B ,•� — a SIN' — — of Tne FIa aeve N c.1AE_ ————— Etas x1a5 CUSTOM PROFILE PAINTED gRCniTec T,u+c. RED CEDAR EXTERIOR TRIM _ — ———— AND MOLDINGS(TYP.) oae o A—E.on - e'-O'HEADER 9-0 AnT eaa a5 p be VInW O T TA.W.O GARAGE nee a aouGenT ro me B-10 1 2" ....... T cT-'oae O CUSTOM PAINTED MAHOGANY SILLS\ AT EXTERIOR DOORS AND WINDOWS Tue voax nqn coNuenceD. WHITE CEDAR SHINGLES WITH plilEn�ron�All To sE 1111 A D no BY G.C.(TYP.) SINGLE STUD-POST 0 ALL MULTIPLE (ALL EXPOSURE TO WEATHER pagvwGa ARE To uLep TALL CORNERS D)-- WOVEN »� 2aaeb DOOR/WINDOW LOCATIONS ae s (TYP.UN.O.) AND OVERLAPPED( / WHITE CEDAR SHINGLES WITH 5-1/5'EXPOSURE TO WEATHER FIRST SUBFLDOR - (ALL CORNERS TO BE WOVEN AND OVERLAPPED) - Li STAINED MAHOGANY I EXISTING I - DOOR EXTERIOR FOUNDATION NEW BLUE STONE TO REMAIN ————————————————————J b X STEPS AND RISERS L----_----- o I EXISTING STEPS PITCH AWAY FROM HOUSE I TO REMAIN - I - 2'BLUESTONE CAP OVER + I I I FIELD STONE 111UES ONE I BASEMENT I AND STEPS PORTGO - v — A6 A6 A7 EAST ELEVATION SCALE: 1/4• _ 1'-0' TYPICAL ROOF CONSTRUCTION: T _ 2X10 0 16-O.C.WITH 5/8'COX ��+ SHEATHING ON 15.ROOF FELT - DOI\L'V L' LTIICHOLCII'FF CEDAR BREATHER UNDER WESTERN RED CEDAR ROOF SHINGLES WITH ARC}IlTECT INC. 5 1/2'EXPOSURE 42 8 SINGLE STUD 9 _— —/tiFT� a >I +19 6V�`�^�« POST 0 ALL MULTIPLE - 3 soaaxn.sw WINDOW DOOR UNITS vN(SDBH3D2210 TYP.V.N.O. B -- - B 12 WOVE SHINGLE RIDGE CAPS, CAPS,TYP. 501.OFHEADER.__ ————— '1 9 TYPICAL ROOF CONSTRUCTION: _ ——————— — a SIN. WOVEN SHINGLE 2X10 0 16.O.C.WITH 5/8'CDX NG ON 15z ROOF FELT 6'-10'BOT.OF HEADER If > — ——— — —_———— ——_ VALLEYS,TYP. CEDAR IBREATHER UNDER WESTERN ® RED CEDAR ROOF SHINGLES WITH 5 1/2'EXPOSURE e FILE NUMBER: 0 WHITE CEDAR SHINGLES WITH - b - CUSTOM PROFILE RED CEDAR E%TERIORED 5-1/5'EXPOSURE TO WEATHER B TRIM ID (ALL CORNERS TO BE WOVEN a so 2 . AND MOLDINGS(TYP.) PROJECT NUMBER: 2018 .. AND OVERLAPPED) 36'ICE AND WATER BARRIER AT 9 ALL SAVE LINES E VALLEYS G.G.TO GIVE ALT.PRICE 6 GARAGE DRAWN BY: GNG, AH SECOND SUBFLOOR 10-OSS — O 0'-O'BOT.OF HEADER 0 r.D.W.o1ST.FUR. CHECKED BY: DN Y 9- / \ T.O.W.O GARAGE SCALE: 114' =T-O' 6- / \ B-1D 1 2 O / \ NEW ALIGN(STYLE W/TES R GARAGE DOOR GARAGE DOOR DATE: AUGUST 10, 2001 O / \ G.G.GIVE ALT.PRICING FOR INSULATED GL m EXISTING BULKHEAD AND vas % �/ % A// % / % �/ REUSE EXISTING GARAGE DOOR REVISIONS FOUNDATION.REPLACE ' NEW BULKHEAD \ / �J WHITE CEDAR SHINGLES WITH FOUNDATION EO REMAIN \ / 5-1/5 EXPOSURE TO WEATHER \ / (ALL CORNERS TO BE WOVEN FIRST SUBFLOOR AND OVERLAPPED) 0-0 - — FOUWOATION L---J TO REMAIN ---j TITLE 0. r------------ FAST AND SOUTH I FouryDNATION J EXTERIOR ELEVATIONS TO REMAIN r I I I r—J R8_g I Zo NT .r — — — _I J __J — — _0 — — L——— -------------------------1_—I--� — jt = 4 ELEVATION SCALE: 1/4 TWO FLUE BRICK CHIMNEY BARBETT/ SEE ARCHITECT PRIOR TO CONSTRUCTION HENNESSEE 12 XPO m 6C.CICAL C..WITH 5 BRCOXON BESIUENCE g SHEATHING ON 45.ROOF FELT CEDAR BREATHER UNDER WESTERN RED CEDAR ROOF SHINGLES WITH 5 1/2'EXPOSURE 552 POPPONESSETT PD. COTUIT, MA 02635 \` 36'ICE AND WATER BARRIER AT 2XITYPICAL ROOF CONSTRUCTION: `�� ALL EAVE LINES E VALLEYS SHE •SHE46'ATHING O WITH O CDX �� SHEATHING ON 15a ROOF FELT CEDAR BREATHER UNDER WESTERN WOVEN SHINGLE RIDGE 12 \\ 1B'AT ALL DORMERS) RED CEDAR ROOF SHINGLES WITH CAPS.TTP. 9 ` 3 5 1/2'EXPOSURE B CUSTOM PROFILE PAINTED WOVEN SHINGLE l REO CEDAR EXTERIOR TRIM 6'-10'HEADER— ------------- THE DRAVInG AND w e IDeA3 WHITE CEDAR SHINGLES WITH A.—ENT3,0-1—OAID THE 36'ICE AND WATER BARRIER AT 42 5-1/8'EXPOSURE TO WEATHER nOKwreD THEREON OR REPRE—TCD SINGLE STUD-POST m ALL MULTIPLE THEREBY ARE OVNeC BY AID ae All 9 DOOR/WINDOW LOCATIONS AND OVERLAPPED) TIE PROPERTY OF OOReve IICIOLweFF, ALL EAVE LINES E VALLEYS (ALL CORNERS TO BE WOVEN (10'AT ALL DORMERS) NO.) 1 B B HITECT UT LIIED BP THEREOF M vP 0 4A CORPORATIOn F 0%CEPT V IPECEI 1 V TTEN P IBa10n SECOND SUBFLOOR _ B SECOND SUBFLOOR _ v I.—A-1 10-0 5 8 - 10-0 5 8 A...I—T c B'-O'HEADER B'-O'HEADER wnr eaaoaa oa DucaevwnClea on ------� -- ------------------ THe DawvT TO THE mGST SHOP DaAVINw A _- ------------------- / Ll OErAILs A OHe eAacwTeI eevoae ALL EXTERIOR WINDOWS AND GLASS DOORS TO BE PELLA As COMNEnceo.T O CUSTOM PAINTED MAHOGANY SILLS / 0 O THE voa% H O P AT EXTERIOR DOORS AND WINDOWS law 19si DESIGNER SERIES CLAD(WHITE) BY G.C.(TYP.) O 0I1E15-5 ARE T TO BE WED AID 10 H [2.. CUSTOM PAINTED MAHOGANY SILLS DRAWINGS IRE O BE SCALED. \ - AT EXTERIOR DOORS AND WINDOWS BY G.C.(TYP.) \ 39 FIRST SUBFLOOR'_ _ _ _ _ _ _ _ FIRST SUBFLOOR 0-0 0-0 NEW STONE STOOP OVER EXIST'G EXIS 'G" - CONC.SLAB OVER SONOTUBE PIERS RUBBED CONIC.FINISH m EXPOSED FOUNDATION TYP. ----J J Ilt - t II O L--- L---------------1 - I I O HONCH NEW SLAB m L_ J EXISTING RUBBED CONIC.FINISH m I m FOUNDATION L J L J TO REMAIN EXPOSED FOUNDATION TTP. EXISTING SONOTUBE PIER ' EXISTING FOUNDATION - BASEMENT L--_ '� I_ BASEMENT ' -8-0 L__I—_--___-- --L------------J _6_0 _ NORTH ELEVATION SCALE: 1/4' _ 1'-0' 2 A7 A6 A6 ' G.C.TO VERIFY W/PELLA MFR FRAME ALIGNMENT F TRANSOM WND B DSLALSO HUNG WND BEFORE ORDERING ALSO SEE ARCHITECT T�TT DOREVE LVICHOLAEFF SHEATHING ON ICE AND WATER SHIELD ARCHITECT INC m INTIRE ROOF SLOPED AT 3.75 WOVEN SHINGLE RIDGE elz Luw i'1%�r CAPS.TYP: 12 TYPICAL ROOF CONSTRUCTION: aSTeaVw11 e1A�yy TWO FLUE BRICK CHIMNEY SF m ING O.WITH O COX IPL w6a1P49A SEE AROafTECT PRIOR TO CONSTRUCTION SINGLE STUD-POST m ALL MULTIPLE 9 SHEATHING ON ISUER ROOF FELT PAX wi-120Ra DOOR/WNDOW LOCATIONS WOVEN SHING CEDAR BREATHER UNDER WESTERN (TYP.UN.O.) VALLEYS.TYP. RED CEDAR ROOF SHINGLES WITH ' CUSTOM PAINTED MAHOGANY SILLS - 3 - 5 1/2•EXPOSURE AT EXTERIOR DOORS AND WINDOWS _ - B G.C.(TYP) w T.O.W. CUSTOM PROFILE PAINTED BY . 4 9 21-6 1 4- AND MOLDINGSXTEP�R TRIM T.O.W.®MBR • 9�' goa B 3 - T.O.W.O MBR PAINTED STOCK PROFILE 17-9 3 3 B 17-9 3 4 SALLOUSTERS IL I YP NO -- m. T.O.W. T.0A 17-5 I7-5 B U-10'BOY OF HEADER ________——— 6'-10'BOT.OF HEADER FILE NUMBER: B ® ® / / \ \ 10 / / �9 2 36'ICE AND WATER BARRIER AT PROJECT NUMBER: 20'15 LL - a 1'-O' iaax B 6 -- A EAVE LINES III VALLEYS (15'AT ALL DORMERS) 1159 2159 B DRAWN BY: GNG, AH 0 SECOND SUBFLOOR_ B secou0 weFLooR CHECKED BY: DINT.O.NP 5 B - 9 Bp0'BOT_OF HEADER -' 0-&BOT_OF HEADER SCALE: '114' ---- ---_ —_ — DATE: JULY 10, 2001 ALL EXTERIOR WINDOWS AND I''vv GLASS DOORS TO BE PELLA DESIGNER SERIES CLAD(WHITE) o ' \ ' ' \ ' a o REVISIONS WHITE CEDAR SHINGLES WITH 5-1/8'EXPOSURE TO WEATHER (ALL CORNERS TO BE WOVEN - D FIRST SUBFLDDR — FIRST SUBFLOOR AND OVERLAPPED) FIRST SUBFLOOR FIRST SUBFLOOR 0_0 RUBBED CONC.FINISH m ' I I EXPOSED FOUNDATION TYP. TITLE ______________________I_I EAST AND SOUTH �� ------ -------- — I I I ---- --- I I J I EXTERIOR ELEVATIONS I I I EXISTING BULKHEAD AND m I I FNEW STONE STOp�JFF11 OVER EXISTINGOFOUNDATION.REPLACE L J LJ LCONIC.SLAB OVER gEJML�TUBE PER S L J L J L J FOUNDATIONW1 NEW I I I RUBBED CONC.FINISH m TO REMAIN i BULKHEAD REMAIN ' I I EXPOSED FOUNDATION TYP. I BASEMENT I I EXISTING SONOTUBE PIER --— --__—_1 _--_- — — ______________ --__—J -8-0 1 HONCH NEW SLAB 1 _ 2 I - - A7 A6 A6 1 EXISTING FOUNDATION WEST ELEVATION SCALE: 9/4' _ , 0' 2 GENERAL NOTE: ' - ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED TYPICAL ROOF CONSTRUCTION: _ WITH 3 1/2'UNFACED FIBERGLASS SOUND INSULATION. 1;AliliETT/ 2X10•16'0 G. .WITH 5/8-COX - - THE ENTIRE SECOND AND THIRD FLOORS SHALL BE SHEATHING ON 454 ROOF FELT - >• INSULATED WITH 6-UNFACED FIBERGLASS SOUND CEDAR BREATHER UNDER WESTERN _ INSULATION TYP. HENNESSEE RED CEDAR ROOF SHINGLES WITH B 2 5 1/2'EXPOSURE - 9 - 2XB•16'O.C.CEILING RAFTERS 6 T..BLDC MAIN HOUSE PLYWOOI_RIDGE RESIDENCE CUSTOM PROFILE PAINTED 7 B - - CUSTOM PROFILE PAINTED 652 POPPONESSETT RD. CYPRESS EXTERIOR TRIM 8 B CYPRESS EXTERIOR TRIM AND MOLDINGS(TYP.) T,0 PLATE AND MOLDINGS(TYP,) COTUIT, MA 02('J'.35 R-30 HIGH-DENSITY KRAFT-FACED 22-9 1 4' - INSULATION W/VENT BAFFLES - - FLUCH CEILING BEAM, - AND VAPOR BARRIER TYP.•ROOFS 3.5'.11.25'TJM PAPALLAM. AND CEILINGS SEE:DWG.S-3 ROOF.FRAMING _ TYPICAL ROOF CONSTRUCTION: 2X10®16-O.C.WITH 5/e'COX ? SIN, CEDAR BREATHER UNDER WESTERN BB RED CEDAR ROOF SHINGLES WITH _--6'-10_BOT.HEADER ` 5 1/2'EXPOSURE ————- GENERAL NOTES: _ ————————— ——————— ——————— + - TYP.SECOND/THIRD FLOOR CONSTRUCTION: 208 CUSTOM INTERIOR DOORS W/ - I J 11-7/B'ENGINEERED FLOOR JOIST, RAISED PANELS RIAILS S $ ' J 36'ICE AND WATER BARRIER AT gnoe enr a6na nD 3/4'PLYWOOD SUBFLOOR,GLUED H OFFICE _ ALIGN W/PELLA DOORS 200 4: ALL EA LINES E VALLEYS DKATED TIEREon OR REPRESEHTED NAILED,1X HARDWOOD FINISH FLOOR, 17 AND WINDOWS(PAINT GRADE) O 3 TNeae Dv All owneD er A"I RenAln I%1Q G.C.TO GIVE AI-T.PRICE•GARAGE 6'UNFACED GATT INSUIL.,BLUEBD. O HALL LL TNe Paovea Tr OF Doaeve nKNOLAe FP, AND VENEER PLASTER CLG.FINISH * - O nlTecr In TneReOF CUSTOM PROFILE PTO,MAHOGANY 6 CUSTOM PROFILE PAINTED a.ALL be UTILIZED Dr A Raon,P n Q WINDOW/DOOR SILLS BY G.G.,TYP. \ B RED CEDAR EXTERIOR TRIM OR CORPORATION FOR enr PUR o... R AND MOLDINGS(TYP.) EXCEPT w ZIECIFIC WRITTen PPe-13—n SpECOpND SUBFLOOR_ — _ — _ n DOReve mcnol_geEF D.W. T.O.W.01ST.FLR. _ ARCR rec qmc. -- B=0_B.T.HEADER - - --- ---------------- of we y --------_-- -------------------- --- ---- --- -- 9 0 AM'Eaaoaa OR DucaePAnuea on TYPICAL EXTERIOR WALL ` -- TYPICAL —— — — —— — —- — — D an0P DRAwmGa q J WHITE CEDAR SHINGLES W/5-1/6' _ T'0'W'O GARAGE Alnea TO De DRou6nr T ~ Q EXPOSURE,15u BUILDERS FELT, - - 6-10 172. me Al<nlrec DePoae 1/2'COX PLYWD.SHEATHING, NEW LITES OVER GARAGE DOOR 3 _ - - - T A - rue K RAa connenceD.r 2%6 0 46'O.G.,5-1/2'HEAVY- _ HALL -- t ` woR Q LL' - m ' - ALIGN STYLE WI GARAGE DOOR P O PUTT KRAFT-FACED INSULATION, Fill — o BLUEBOARD,AND VENEER PROVIDE 30'.36 ` GC,GIVE ALT.PRICING FOR INSULATED GL D. PLASTER - ' BEDRM. #- 3 ACCESS PANEL UNDER Y -8 ��/ // = In O - _ ' ` pIMEnJIOna ARE TO DE UDED AnD n - — / / / REUSE EXISTING GARAGE POOR DaAw �a AR¢TO ee a<AL¢D. STAIR TO CRAWL SPACE' r STONE TERRACE OVER 3' - W/RIGD THE'UNDERSIDE CONC.SLAB - -, - « WHITE CEDAR SHINGLES WITH FIRST SUBFLOOR Vie. I 1. (ALL EXPOSURE TO WEATHER - 0-0 + — AND OVERLAPPED) (ALL CORNERS TO BE WOVEN = + NEW STTONE STOOP OVER - HOINCCH BLAB VER SONOTUBE PIERS - /. (/ /// / / // // /I/�/C'�"" / /// CRAWL SPAC� 4'CONCRETE DUST GAP = - EXISTING SONOTUBE PIER BEYOND- .' // OVER GRAVEL AND - - - - - // / - / // / // COMPACT FILL N BF-Y-0-ND V� r___--- EXISTING .. � / /P r-J TO REMAIN - EXISTING FOUNDATION /Z / // I. r—J BASEMENT _ -.- // // // ——_———L I r—J.— — — — • •IX4 MAHOGANY.DECKING WITH STONE PIERS.TYP OF 3 -- 3 COATS OF PENOFIN PRESERVATIVE - - TMG FOUMATIOPI IN RENAIl1 _ OIL ON ALL SURFACES AND + • - - - - STAINLESS STEEL FASTENERS(TYP): }' w _ ., •-,: i' >+. " - - - - - - BUILDING SECTION SCALE: 114' P 1'_0' ( �. DOREVE NICHOLAEFF TYPICAL ROOF CONSTRUCTION: - - 2X10 a 16.O.C.WITH 5/8'COX TWO FLUE BRICK CHIMNEY - - - - ARC}IlTECT INC. SEE ARCHITECT PRIOR TO CONSTRUCTION GENERAL NOTE: SHEATHING ON ICE PE WATER SHIELD - - - c et2 t4Xw Srseef '- O INTIRE ROOF SLOPED AT 3.75 - .-- r ALL INTERIOR PARTITIONS SHALL S FULLY INSULATED OS�v�el�C,s1A NL65 t'• CEDAR BREATHER UNDER WESTERN 1 �BJ WITH ENTIRE UNFACED FIBERGLASS SOUND INSULATION. S2se SE CEDAR.ROOF SHINGLES WITH THE ENTIRE SECOND AND THIRD FLOORS SHALL BE PAX SOBHZo-II1D 5 1/2'EXPOSURE ' +1 CUSTOM INTERIOR DOORS W/ INSULATED WITH 6'UNFACED FIBERGLASS SOUND RAISED PANELS RAILS TO PTD:BEAD BO.CURVED CEILING- INSULATION TYP. 2X8 a 16-CEILING RAFTERS TYP. -ALIGN W/PELLA DOORS t .AND WINDOWS(PAINT GRADE) - PAINTED STOCK PROFILE $ 375 - • TYPICAL ROOF CONSTRUCTION: - - - MAHOGANY RAIL AND .. ' - ' - ' _ 2X10 v 16.O.C.WITH 5/8'COX BALLUSTERS TYP.(SEE DETAILS) �- 12'CHADSWORTH POLY - !q. .SHEATHING ON 15.ROOF FELT _ --� STONE 1 TYPE 2.DESIGN CEDAR BREATHER UNDER WESTERN T.O.W.O MBR - 3.'.9.5'HEAVEY HEADER B SERIES 200 COLUMNS - RED CEDAR ROOF SHINGLES WITH TJ PARALAMB W/2.6 J CKSTUDS /'- ` - ---------51/2-EXPOSURE 17_9 3 4-6-1Q�2r_9F�QD�6_---- - - . J TYP.EXTERIOR DECK: J - 1X4 MAHOGANY PLANKS W - a OVER 2X P.T.TAPERED - ,;N - - _ _ - - FILE NUMBER: 6,3 SLEEPERS OVER.060 P = �� - 36'ICE AND WATER BARRIER AT - - ! LL EPDM MEMBRANE OVER ro O - - 200 \ ALL EAVE LINES E VALLEYS N 0 3/4'A/C PLYWD.OVER 00 209 HALL G.G.TO GIVE ALT.PRICE®GARAGE LL TAPERED 2X10 FRAMING MASTER PROJECT NUMBER: 2018 PTD.BEAD BD.CEILING BEDR❑OM' y 0 - Q •UNDERSIDE OF OVERHANG SECOND SUBFLOOR DRAWN BY: GNG, AH Ili 10-0 5/8" - t B'-O'BOY.OF HEADER _ 9,-0.®1ST.FLR. CHECKED BY: DN -- --------- HEADER ---Imo` ----- ---------------- ------ ---- ----- --- - -- - -- -- --------- -T-OW�(;ARAGE--------- TYPICAL EXTERIOR WALL: STANDA O HEADER - B-10 1 2' - SCALE: 1/4' =1'-0' J WHITE CEDAR SHINGLES W/5-1/5' (3)2'.10' /1/2'GDX FLITCH CUSTOM PROFIL PAINTED a J EXPOSURE,45.BUILDERS FELT, CYPRESS EXTERIOR TRIM 4/2' O O LL PLASTER LIVING CED HEAVY- F * + -LIVING " ° HALL C GA AGORE,AS So GDERS FELT DATE : AUGUST 10, 2001 Q 1/2'CD%PLYWD.SHEATHING. AND O LL DUTY KRAFT-FACED INSULATION, p'O BLUEBOARD,AND VENEER 5-1/8' ' 0 1 .. F��I 1/2'COX PLYWD.SHEATHING, REVISIONS H .PELLA DESIGNER SERIES - E= L - GLAD EXTERIOR DOORS TYP. 2X4®16.O.G., FIRST SUBFLOOR RUBBED LONG FINISH EXPOSED FOUNDATION TYP. ` 0-0 NEW STONE STOOP OVER CONC.SLAB OVER SONOTUBE PIERS x - E%ISTING HONCH SLAB / ^ ^/` ,1,/ / NEW - 2'BLUESTONE GAP OVER Imo/ FOUNDATION -EXISTING SONOTUBE PIER BEYON / / // // / ,'«/I{{Y �/ - CRAWL i FIELD STONE I TO REMAIN Q SPACE X BLUE5TONE PORTICO ———— TITLE / / / // AND'STEPs J -- -- -- BUILDING SECTIONS I « _ EXISTING FOUNDATION BAEMENT _ J 1 _ --- - ------ - - -B-o 1_-I-_J ' BUILDING SECTION SCALE: 4/4•a 1•-0 2 BANIiRE�TT/ TYPICAL ROOF CONSTRUCTION: HENNESSI.I. 2X10 a SHEATHING O.WITH O COX - CEO R ING AT ER ROOF FELT GENERAL NOTE: IONS SHALL BE FULLY INSULATED REDA CEDAR ROOFSHINGLES WI UNDER WE TH - WTH ALL 13 1E2!OUNF CEDTFISERGLASS SOUND INSULATION. RESIDENCE 5 1/2'EXPOSURE 6 - THE ENTIRE SECOND AND THIRD FLOORS SHALL BE _ _ INSULATED WITH 6'UNFACED FIBERGLASS SOUND ` 2X0 6 16'CEILING RAFTERS TYP. AtH�ELADaMFZ - 8 INSULATION TYP, 652 POPPONESSETT RD. R-30 HIGH-DENSITY KRAFT-FACED COTUIT, MA 02635 INSULATION W/VENT BAFFLES 12 , AND VAPOR BARRIER TYP.®ROOAND CEILINGS 9 TYPICAL ROOF CONSTRUCTION: --� 2X10•16'0 .C.WITH 5/0'COX 6 SHEATHINGSR ON 1Ss ROOF FELT PELLA DESIGNER SERIES 9 CEDAR BREATHER UNDER WESTERN CLAD EXTERIOR WINDOWS TYP. 6 RED CEDAR ROOF SHINGLES WITH -• 8 � ,� �� 5 1/2'EXPOSURE B'-' I ' ------- --------------------_ GENERAL NOTES: TYPICAL EXTERIOR WALL: - 36-ICE AND WATER BARRIER AT Tae DawvinG AND ALL OF THE IDeAa WHITE CEDAR SHINGLES W/5-1/8' ALL SAVE LINES a VALLEYS KAIGEIEIT3,O-Gna AIP FL EXPOSURE,15.BUILDERS FELT, 12 G.C.TO GIVE ALT.PRICE V GARAGE Arno Tneaeon oa aevgeaenT11 1/2'CDX PLYWD.SHEATHING. - g Aae neD ar AnD aenAln 2X6 b 46.O.G.,5-1/2'HEAVY- THE D04evn"I"ILACFF, �.ecT Inc, no raeae.. DUTY KRAFT-FACED INSULATION. TMe L De uTILIzeD eT F 4aon, riN PLASTER D AND VENEER 2 g 2l0 211 2 SHA O PLASTER W,C,/$HWR. OR FIRM SECOND SUBFLOOR WALK-IN CLU. ma SEGO SECOND SUBFLOOR oa coavoa•non F IcnoL evvae. — n99,,13 eacevr WITH aveuFlc v .Iuaan ov T M Doaeve n Aacartecra mc. &-O'HEADER ___ _ ------------------------- --_----- -- ----- -------_ ----- ------ — --- — -------------------------,~ — -- CUSTOM PROFILE PAINTED--- —_----- --- EXISTING FLAT.RIGHT CYPRESS EXTERIOR TRIM nT"'0"MR DIJC4evwn� 3 On AND MOLDINGS(TYPJ J PELLA DESIGNER SERIES - �OF GARAGE J Tae DawvinGa,anov DRAW—wnD CLAD EXTERIOR DOORS TYP. PELLA DESIGNER SERIES Q DerAILa was TO BE aaouanT TO Tne Q `D 3 - 114 115 tt6TYP. J ATrennon of r ac IrecT aevoae GLAD EXTERKJR WINDOWS Q o DINING KITCHEN LAUNDRY ep .a Donne Q - CUSTOM PROFILE PTD.MAHOGANY () Q THE WORK n w nceD. m R EXIST'G - GARAGE WIN w DOOR SILLS BY G.C.TYP. m O O - STAIR GARAGE EXTERIOR WALL: OH DaA 11"1nalona 4G ET ro eE uA M AnD n H O REMAIN WHITE CEDAR SHINGLES W/51/0' v nGa• O aG aCALCD. EXISTING SLAB EXPOSURE,15.BUILDERS FELT. r� TO REMAIN ON PARTALYEXDIT'G 2X4 aI 6. O.C., FIRST SUBFLOOR _ — _ — FRST SUBFLOOR 23.94 NEW STONE STOOP OVER ' CONIC SLAB HO CH SLAB ER SONOTUBE PIERS //j j// j/ j// /j/ / j//%j/ j// j// / - NDA7 TOUREMAI�N TOP OF SLAB EXISTING SONOTUBE PIER BEYON m EXISTING FOUNDATION .94 BASEMENT - / / &5EN 5.9 ENi 4 — 15 � `aRMTIRC POUNWAT101111 TO nNAIN BUILDING SECTION SCALE: 4/4• ' 4`0- DOREVE NICHOLAEFF ARCHMCf INC. • • e12 MXIr sD�r I - .. os'reavnia w,mdil to soaaznnw TYPICAL ROOF CONSTRUCTION: P/S we-I2ax210 GENERAL NOTE: 21110®16'O.C.WITH 5/11'COX _ ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED• 6 B SHEATHNG ON 153 ROOF FELT„ + WITH 3 1/2'UFACED FIBERGLASS SOUND INSULATION, CEDAR BREATHER UNDER WESTERN N _ THE ENTIRE SECOND AND THIRD FLOORS SHALL BE RED CEDAR ROOF SHINGLES WITH INSULATED WITH 6•UNFACED FIBERGLASS SOUND - 6 1/2-EXPOSURE - NSULATION TYP. -- . 36'ICE AND WATER BARRIER-AT .. - ALL EAVE LINES I VALLEYS _ R-30 HIGH-DENSITY KRAFT-FACED 42 G.C.TO GIVE ALT.PRICE_®'GARAGE - - INSULATION W/VENT BAFFLES - - AND VAPOR BARRIER TYP.0 ROOFS - 9 AND CEILINGS - 1 o FILE NUMBER: ATTIC SUBFLOOR — — — — — — — — PROJECT NUMBER: 2018 10-0 5 8 — ATTIC SUBFLOOR --0'-01 HEADER ------ ` ---------------------------------------------------- DRAWN BY: GNG. AH J CUSTOM PROFILE PAINTED -1 - Q PELLA DESIGNER SERIES CYPRESS EXTERIOR TRIM 3 CLAD EXTERIOR DOORS TYP. AND MOLDINGS(TYP.) - 3 CHECKED BY: DN 0 O 0 GARAGE EXTERIOR WALL: 01 0 G'O WHITE CEDAR SHINGLES W/5-1/0' m SCALE: 1/4' =1'-O' FELT. 0 1- r—— —— E 2'COX P-YWD.NSHDEA ERS HING, ~ • 1 6 I ON PARTIAL EXIT'G 2%4®16;O.C., DATE: AUGUST �O, 2001 L UN RY I it FIRST SUBFLOOR_ _ — FIRST SUBFLOOR — — — — — REVISIONS 0-0 0-0 m EXISTING FOUNDATION TITLE BUILDING SECTIONS • .e "Z='mC"UMAT1011 ■v UNAM PLAN NORTH BUILDING SECTION SCALE: 4/4' F 1-0- 2 I Az z a g' NEW STONE'STOOP OVER i j\BA�RRETT/ CONC. (j CON SLAB j`j j\ E S S E E, " 'EXISTING SONOTUBE PIER 42`5 RESIDENCE Am= =J652 POPPONESSETT RD. COTUIT, MA 02635 ' p. 1a'-11a 12•-6Z 2e•-1oa 10• NOTCH INTO EXISTINGPOCKET GONE FOUNDATION 3'-3 - 1p•-7 - FOR NEW BEAM POCKET BEARING PLATE E STI G 2'8'm 46'O.C. 1/4.4-.6'SET IN GROUT BED NEW STONE STOOP OVER NEW HEADER BEAMS GENERAL NOTES: —W8X18 H-FLOOR PROVIDE CONE.SLAB .,,.. —MD-SPAN 1/1 PLATES W/CLIP ANGLES TO FASTEN TO ADJACENT EXISTING SONOTUBE PIER FLOOR SYSTEM FOR LATERAL THE DRAWING IND ALL STABILITY - N ARRANGEMENTS,OESIGnSOw Al MG 3 1/2• 2 1 2 ` 91 R INDICAATED THEREON OR REPRESENTED r A Y COLUMNS ^ D a enwn RY A e OWneO DY AID R x EXISTING W8.17 THE P OPeRTY OF DOREVE n IOLAEFF, — — ----_—_ -- _ 1j _— —_--_ --_. — --- —_--_--_._ _ ARCNITe nno PAR" TPUREOF IRM _ ` r;—�— __ 11 c u De u1 Iuze FORA 11 1 Raoae:F OR EXISTING FIREBOX avec F1G WaIi TEN Peanmagn NEW 3 1/2'LALLY COLUMN AND RAISED HEAR H T.. PIaN DOReve nKNO�AeFF UNDER EXISTING W8.17 GIRT - - TO REMAIN AacH recT, nc. ANY ERRORS NEW 12' 2'-6'SQUARE CONE PAD _ THE DRA G R H ac DRAM ea o CUT INTO EXISTING SLAB AS RECO SHOP n65 q PATCH AND REPAIR. ATTELLa 4l 11 1 DE DROUGHT T AND .O.� - THe AR<Hrce. DeFoae _ THE WORKHAS connenceD. o NEW ACCESS PANEL AT EXIST BASEMENT PIERS AND BASES;12'.2'fi'SQUARE LONE. - W WINDOW. PROVIDE P.T.W,,FRAME AND ON 12'a2'-O'SQUARE CONIC.PAD - DIMENSIOna ARE TO BE USED AID 10 - ARC TO DE SCALED. BIRCH PLYWv PANEL W/RIGID INSUL. •, - EXISTI G 2'8'm 16'I.C. EXI T'G 2.1 'm 1 O DagvwGa .. - E%PDXY TO BACK - • • - PIERS AND BASES:12.2'-6-SCUA CONIC. - ON 12'.2'-O'SQUARE GONG.PAD 2' XIS 'G '.IC m 1 O. - • - - E _ 10• 2'O. 23- Z S'-4• 10' - 3'-8• OVER EXISTING CONC. •'X EXIST'G STOOP . b NEW FOUNDATION-8•a 7'-9'W/1 EA.s4 < STONE STOOP N TOP'BOTTOM BARS. REST FOUNDATION A - - ON 12 X 18'STRIP FOOTING. PROVIDE 2 EA 12'-11' 4'-3Z 10' I ; - r .. s4 HORIZONTAL BARS CONTINUOUS IN , A7 DOREVE)\IICHOLAEFF STRIP FOOTING W/KEYWAY AND .. 5'CONCRETE FLOOR SLAB - PROVIDE RL X D ANCHOR BOLTS SPACED - - 6 MIL 'W1.R 5A W WM OVER 6'O'O.G DRLL AND FASTEN THE NEW FOUNDATION - x 'AACFIlTECT INC. 6 MIL VAPOR BARRIER OVER SECTIONS TO THE OLD USING v4 REBAR DOWELS - 912 NARI B'fY�P MECHANICALLY COMPACTED - - s ' O PACED 1 GRANULAR FILL,9'LIFTS,FINAL S2' .0 INSTALL GARDE%OR EQUIVALENT - DB TEL - 6'STONE CONSTUCTIOIN JOINT SEALING STRIPS. - NEW FOUNDATION-B'.3'-6'W/1 EA.#4 TOP D BOTTOM BARS. REST FOUNDATION - ON 12•X 48'STRIP FOOTING. PROVIDE 2 EA I - L4 HORIZONTAL BARS CONTINUOUS IN 5'CONCRETE FLOOR SLAB , STRIP FOOTING W/KEYWAY AND A6 W 6'X6'WIAXW1.4 WWM OVER - - - PROVIDE 5/8'X 10•ANCHOR BOLTS SPACED - 6 MIL VAPOR BARRIER OVER - 6'O'OG DRILL AND FASTEN THE NEW FCUNDAnOM I MECHANICALLY COMPACTED _ SECTIONS TO THE OLD USING u4 REBAR DOWELS A4 GRANULAR FILL,9'LIFTS,FINAL _ x SPACED 12'OC.INSTALL GARDEX OR EQUIVALENT, 6'STONE EXIST'G GARAGE SLAB TO REMAIN CONSTUCMON JOINT SEALING STRIPS. FILE NUMBER: PROJECT NUMBER: 2015 DRAWN BY: GNG CHECKED BY: DN INSTALL 2-I/T.8'TIE PLATE - - SCALE: 114' W/(2)EA 3/4'A307 BOLTS W/ .. ... - NUTS D WASHERS.BOLTS TO BE IN 13/46 DA.HOLES DATE: AUGUST 20, 2001 a IN PLATE SNUG TIGHTEn 0T8 BOLTS ONLY.NO WELDING - - - . REVISIONS 6 I W5X18 6O W8X18 3 I I I ( TITLE CUT OUT 2'.3'm EA END OF FIRST FOUNDATION W8.18.INSTALL 114' - FIRST FLOOR FRAMING ROTES: I i i I AND FRAMING PLAN REIFORCING PLATES EXTEND 6' EA SIDE.WELD CONT. - PROVIDE 1/4'X�LL DO NOT OVER CUT NOTCH 1. EXISTING FLOOR JOISTS ARE 2•.8'm 16.O.C.G.C.V.I.F. HEIGHT STIFFENING PLATES AT RUNOUT ENDS AS A MINIMUM DOUBLE ALL FLOOR JOISTS.AT PARALLEL PARTITIONS ABOVE. WELD CONTINUOUS TO x W8X17 WEB E FLANGES EXISTING W8.17 - PLAN - NORTH smi BEAM DETAIL SCALE: 1/4' _ o vs-1 FIRST FLOOR PARTIAL FOUNDATION AND FRAMING PLAN SCALE: 114' - T-0' � - A6 - BARRETT/ HENNESSEE TAPERED DECK JOISTS: POTENTIAL FLOOR RESIDENCE 2X/0 KO SPF•16'O.C.HUNG REGISTER LOCATIONS FROM LVL W/SIMPSON' PROVIDE OPEN BAYS LUS210 HANGERS AT THE CENTERLINE OF TAPERED DECK JOIST$; UNITS ABOVE.TYP.VERIFY 652 POPPONESSETT RD. 2X1O KID SPF•16'O.C.HUNG CORNER PILASTER; FNAL LOCATION WITH COTUIT, MA 02635 FROM LVL SON (3 STUD GRADE HEATING CONTRACTOR LUS210 HANGERSGERS SPF PP B BUILT-UP COLUMN. CORNER PILASTER (3)2'A6'STUD GRADE I 2 3 SPF BUILT-UP COLUMN. A6 A6 STANDARD HEADER STANDARD HEADER (3)2'a10'W/1/2'CDX FLIT H (3)2'a10'W/1/2'CDX FLITCH GENERAL NOTES: 1 1THE DRAWIIG AID A IDEAS Aa0.AnGEnEIT3,DE>IGn30AID nv AT—TH-0,00. 0.Gv0.G3EnTED SUPPORT POST 4'a4'a2 .0 TNeaeIT ARe OVIED eT AND Re IAIH OR BTR DOUG-FIR SOLID - 9 TNe v40PE4TT OF DORGVG nKHOLAGFF, STICK HOUSED IN 2'a6'STUDS ^ NITECT m TMGRGOF L De u LIZED DT A ve4aol.r n col=Tlon FOR a vu4FOx: Ia / \ N xc.FT w >veclFK W Tren Fe4nu>Ion FLUSH FLOOR BEAM: SIMPSON TOP MOUNT d' / \ p FLUSH FLOOR BEAM: d N Do4eve n1cNOLAEFv t 5.25'a11-7/B"TJM PARAL M _ H55.50/11.00'(EA.ENDI AacNirec c. \ / 9 a Duc4eoanclea on \ / (2)2A4 TUD SPF BUILT TAHI p - UP COSLUMNS a40F PRAWIlG3 AID 0 FLUSH FLOOR BE (mil DTrenawA oNe eA4<rteGT DEFO4e CENTER LINE OF STEEL 35.11- B•'TJM PARALL TIe woaa HAS Connen..D. GIRT IN BASEMENT G c _ D BEARING WALL 2'a6's16'O.C.W/DBL p ANDS111G G RnT eTFc A DIMENSIONS ARE TO DE WED AID n0 0 OPENINGS USE IN-FILL HEADER 0 DRAWINGS ARe TO DE 3cALe . FLUSH OPEN'G USE 3.Sa14•TJM 0 _ 6 22a4 STUD SPF BUILT 0 SUPPORT POST 4'a6'a2 0 UP COLUMNS n OR BTR DOUG-FIR SOLID `V STANDARD H ER FLUSH FLOOR BEAM: Q - STICK HOUSED IN 2'a6'STUDS 0 (2)2'a10'W/•I/ OX FLITCH .5'a11-7/B"TJM PARALLAM K 2 H A4 O m A$ 0 lz FLUSH LV LOOR EAM: - 3.5'a11-]/B"TJM PARALL M FLUSH FLO BEAM: - O PA - - 1/4'X3'%3'T.S.COL _ D O .. - QN FACE MOUNT IM SMPS N PACEMOUNT HU5412 — HU541 STICK HO SED I 2'a6' UDS BR _ SUPPORT POST 4'a6'V2 _ _ W10X22 FLOOR.ADD 2'a10'RIPPED OR BTR DOUG-FIR SOLID I~ SIMPSON OP MOUNT I DE LEDGERS AND THRU-BOLT I HB5.50, B IEA.END) OPEN TO BELO BOLTS STAGGER SPACED 16.O.C. STICK HOUSED IN 2'a6'STUDS — STAND ER ' ———————— s — OPEN TO BELOW (2)2'a10' / 2' D%FLITCH I U I I • / 0 FLUSH FLOOR B M: I I I I I I 23-9a FLUSH FLOOR BE AM: Q r' PA(�AL MI 3.5'a11-7/B"TJM PARAL M 0 p ��+ FORM BOX W/•1.25'a11.B75•T STORAGE Ll DOnri V L'i lY1CHOL�I'1' Q TIMBERSTRAND MEMBERS, 0 ARCFOTECf INC p I I n a1x evw rrseer osTE —DS ossss ——— - TP5060a5298 L •m — FAX SOB-1267U0 A7 - 4 A7 I 2 FILE NUMBER: A6 A6 SECOND FLOOR FRAMING NOTES: PROJECT NUMBER: 2018 1. WOOD COLUMNS SHALL BE 4X6.1 OR BETTER DOUGLAS FIR 2. STANDARD 1/4•,2 ANGLE CLIP CONNECTION. USE 3/4•DIA CARRIAGE DRAWN BY: GNG, AH _ BOLTS AND WASHERS WHEN CONNECTING THROUGH DOUBLE LVL FLOOR BEAM. - - 3. SECOND FLOOR JOISTS SHALL BE 11-7/6'TJI PRO 250 a 16'O.C.UNLESS NOTED OTHERWISE. CHECKED BY: DN RUN CONTINUOUS WHEREVER POSSIBLE/PRACTICAL.FLUSH FRAME WITH SIMPSON IUT 35.12 HANGERS. 4. ALL EXTERIOR HEADERS SHALL BE(3)-2X10 W/1/2'PLYWOOD FLITCH UNLESS NOTED OTHERWISE. - SCALE: 114' =T-O' 5. TJM PARALLAM;F'3-2.900 PSI, M.O.E.•2.0A 10(6)PSI DATE: JUKE 20, 2001 6" TYPICAL RIM STOCK SHALL BE 11/4•X11-7/5'TIMBERSTRAND LSL. AT TRIMMER.CONDITIONS WHERE THE EXTERIOR WALL ABOVE IS PARALLEL TO THE RIM STOCK,SISTER A FLOOR JOIST TO THE 1 1/4'TIMBERSTRAND LSL REVISIONS 7. STEEL SUPPORT COLUMN:1/4'X3'X3'SQUARE STEEL TUBE COLUMNS TO EXTEND CONT.FROM STEEL- BEAM ABOVE DOWN TO TOP OF GONG.FOUNDATION WALL BELOW. TOP PLATE SHALL BE 1/2'XS•X5' WELDED TO BEAM ABOVE(OR BOLTING PLATES W/3/4•DIA BOLTS).BOTTOM PLATE SHALL BE 1/2'X5'X7'FASTENED TO TOP OF FOUNDATION WALL W/(2)-4/2'DIA QUICK BOLTS. TITLE SECOND FLOOR FRAMING PLAN Aa .. PLAN s NORTH SECOND FLOOR FLAMING PLAN SCALE: BARRETT/ HENNESSEE RESIDENCE r HATCHED AREA DENOTES 652 POPPONESSETT RD. RAFTER ROOF PITCH.OF COTUIT, MA 02635 15.26 DEGREES.2X8 RAFTERS STANDARD HEADER ALL OTHER ROOF PITCHES CORNER PILASTER; (3)2•>,10'W/1/2-CDX FLITCH SHALL BE 36.57 DEGREES TYPICAL. STANDARD HEADER - (3)2'°6'STUD GRADE - 1312'r.10'W/1/2'CDX FLITCH SPF BUILT-UP COLUMN. HEAVY H DER: 3.5'°9.5'T PARALLAM. PROVIDE BL 2..6-JACK STUD GENERAL NOTES: I AawnaenenTl DeaiGn!An7K1, INDICATED THEREON OR R.P_BEHT:D Meer ARE D er w I I Tae PROPearTOo Wait olwePP, a N AacNiTecr N I J I aReD erww N, ry� U (I21 2X10 W CeC04vOawTIO 1T IT" eu oa All WRITTEN Pox:ulIOn Y OTHEn ooaev1 n ePP RM Y ARCHITECT. INC. ~ aDUCRevwnGea ON 1 4 J s ti _-------- n'RE T v DaAVNGa All DETAILSCORNER PILASTER; a THE 4oaR uws conneN.ATTENTION 11 THE A �T le Foae (3)2'°6-STUD GRADE I SPF BUILT-UP COLUMN. f I - H DIMENSIONS ARE TO BE USED AND NO ZwAmII _ _ - Daw4NGa ARE TO BE acAleD. RAFTER HEADER I I (2)2x1O W/1/2'Cox FLITCH/GLUE E NAIL I II .875 TitMI RO AM RID E I I I I - ' I IX R G 2 10 IDG U 17 L H HANGER - �6. --------- I rc � S II RAFTER HEADER (2)2x10 w/ CO X Dx K K > I FLITCH/GLUE a NAIL CORNER PILASTER; 13)2'w-STUD GRADE SPF BUILT-UP COLUMN. yy II HATCHED AREA DENOTES I I I I I I I11 ebb RAFTERROOF PITCH OF _ I DORECE V7 CHOLCEFF _ 5* I I I 16.26 DEGREES,2x0 RAFTERS L I I 1 I I I I ALL OTHER ROOF PITCHES __—— _———— - ARCIDTHCr INC. SHALL BE 36.87 DEGREES TYPICAL I I I I I osTeR�>w1 mro.9 A I I FLUCN CEILING BEAM I I .SW4265]9B _j _ _ _ _ _ _ __ _ _ I 3.5'°11.25'TJM PARALLAM. t P" CORNER PILASTER; - (3)2'.6'STUD GRADE — L _J"_L SPF BUILT-UP COLUMN. I� I I I I I I I I I I �I • I TYPNC AL ROOF FRAMrIG NOTE& I i I I I I FILE NUMBER: 1. TYPICAL RIDGE.HIP AND VALLEY MEMBERS SHALL BE 42 OR BETTER S.P.F. I I I PROJECT NUMBER: 2018 UNLESS NOTED OTHERWISE. 2. ROOF RAFTERS SHALL BE 2X10>2 OR BETTER S.P.F u 16-O.C. I UNLESS NOTED OTHERWISE. I' �I - DRAWN BY: GNG 3. TYPICAL CEILING JOISTS SHALL BE 2X8 a2 OR BETTER.S.P.F.r 16-O.C. I 4.75 11.8 5'7 JIM ICR -L M R DGE CHECKED BY: DN UNLESS NOTED OTHERWISE. II II I I 4. COLLAR TES WHERE REQUIRED BY CODE SHALL BE 1X8 SPRUCE 9 32'O.C.. I I I I I SCALE: 9/4° =9'-O' S. TJM MICRO-LAM;F'B•2,600 PSI, M.O.E.•1.9.10(6)PSI 6. PLYWOOD FLITCH PLATES.STANDARD WINDOW AND DOOR OPENING HEADERS SHALL BE(3)-2XS W/1/2' DATE: AUGUST 20, 200'I I I I I I 7. ALL RAFTERS SHALL HAVE HURRICANE AND N H 2 L REVISIONS .5,TYPICAL. + II I WHERE THE RAFTERS ARE CATHEDRAL AND NOTOT BACKED I II ' UP W/CEILING JOISTS IIL Z II TITLE ROOF FRAMING PLAN R - PLAN NORTH ROOF FRAMING PLAN SCALE: 114°_ -0• BARBETT/ HENNESSEE RESIDENCE 552 POPPONESSETT RD. COTUIT, MA 02635 GENERAL NOTES: _ wp wp THE DRAWInG A»D w O THE 1E.— aanGenenTa,Dea Gna AND—A— `'dP I BEDR # 2 aV o W YVRc-a VY Rc-4 - eReerDnReeo.IneD erae„oeae„rAIN eD C ❑. m RG-4 K:Mo —o--___—_—___ _____—_—___ me vaoveRTr oc Doaeve n 4e�Aecc, n W-a RC-4 RC-4 RC-4 - RC-4 • ° aasGnrtesce INC. no P eaeoF iRn / \ - _ (ZED D PERDO 6INING CATV a<oavoawnon PORAA rPi eacEPr v aPec=ic v Iaalo» M OOREIE n / wI ::I ARCMIrec cMo AEPP ,INC. Rc- I oasnoa oxae PA»c ea o IA RC-4 ". ° »e e CA TV AacR�*cT e DePoae . w , - ATTENTION A. T o - 113 0 R -q THE WORK IAa COMMENCED - — LIVING w '-^� - -—I-—- > ^ - DIMEN-15 ARE TO DE WED AID NO an \\ —�- RC-4 RC-4 W RC-4 ARE TO DC aCALeD. .. - � G 4 R s sw-4 BEDR # 3 pp I \ - O Q —- RG-4 sw-� l l2 -RC-4 —-—-—-RC- IGF .•. - IINEN eu '\` -aRc-a 7 Rc-a� RL < ° - t - A4 � • A5 j .. o-4 j x RC-4 I- I -RC-4 RC-4 HALL. I I - � 'HALL i \ IT G P ) Flool SW ° G I - ul LINEN - d UP CH .- -- swo rDVD«I\R�^ N oW --- - -. ❑. s a s R J n I ALG-1 \ RC-� 1 PC-1. .. I - WPW p / I ♦ e. C loz I I. to Rc-� - - J wP - -. - - - w // I - \\ IU' CLE;I I I L._-I' T 1 O ._.,,. ) _ ---- --- GFI - / \ - sc-+ _ _ ° X104 _ _ EO EO _ LAUNDRY - STORAGE a I _ E w I CATV. QC PC z I a RG 4 ---- DOREVE NICHOLAEFF RC-1 RC-1 1 I N RC-4 RC-4 ARCHrrECI'INC. sc �` H LL w— —D — '— BT�w➢1P.NAmdiS. .. O O EO EO , • s�z 5o8-a]asx98 m 3'-O' 104 3O, _ 4 wuxazuo _ BEDRM. 41 A7 zc- KD 17 t 1 w� q N YIP W b C 4W xs IN - -0 sw-a M IN a .w As A6 FILE NUMBER: - - - PROJECT NUMBER:- 20'18 I i DRAWN BY: GNG, -——————— — �. CHECKED BY: DN ° + (REMOTE OPERATED . - - SCALE: 'I/4' =1'-C)° DOOR OPENER DATE: AUGUST 30, 2004 NOTE ALL LIGHT FIXTURES'TO I - 8E CHOOSEN BY OWNER « I' wP REVISIONS 118 CARAFE I .. - L---.-----J .. sc-5 sc-5 P E TITLE FIRST FLOOR " ELECTRICAL PLAN • PLAN NORTH I / ' FIRST FLOOR ELECTRICAL PLAIN SCALE: 414' = 4'-C' BARRETT/ HENNESSEE { RESIDENCE 1 652 POPPOHESSETT RD. COTUIT, MA 02535 r----------------- --------- . ----- GENERAL NOTES: aP W W G DRAMI.G AnD ALL OF THe IDG3 I 4AnGEMe.TS, D E31G I AnD PIA. pJ� _ATED i EREOM ae_E.ieo I 1 E —D pY AMD -MA.M T" Y OP nKHOLweFF, I RC-4 Rd-4 G I e 41.c. DO4evG T.G-E P I ML BE UTILIZED III AM 1I4 M / I - I I 4 CO4PO4ATIM 104 A.T PURP03e: / I PC -4 T.. PIR I oo ve IAePP anu3n. RC-4 g I i I I I RC-� Rc--� RC-4 I AacHlrecT, nc. e M cHO — -- ---- ------- �� I OCATI� dATV I A.Y 11R113 OR DISCRGPAnCIE3 on DR—MG3,SHOP.—IME3 AMD DETAILS All TO SE 140UGHT TO THe T.eevoca we3 TCO"EICE . 3ePoae / —t I DIMEn31On3 All TOSe ESUSES AM. no RC-4 R�'4 I cALe DRAVIMG3 ARE TO - I I RC-4 I RC-4 I I I I I - ----.-------- I SW-4 W_ 3-02 2' , RG-4 RC-4 i I Y _ T I II RC-4 f I.j I I PC-b I I # GISW-4 I I I A$ SW-3 I . D --- --i I SSW-3 �_3 db Ir----------- ---- II II II , SW-3 I I I I II I • — —J I e RG-1 RC� PG-� � i I � - . r------1 O O I I DOREVE TIICHOLAEFF < I I I I I I I I I ARCHMCr INC. I I I I I I I I F.LX waaxDaa II ----- I I— — ---------- I - � I II JI r— ----------------------- ----� A7 As As I FILE NUMBER: I �I PROJECT NUMBER: 2098 I� DRAWN BY: GNG, AH I II II CHECKED BY: DN * i i SCALE: 114' =9'-O' II II I I DATE: AUGUST 30, 2001 �I I� NOTE ALL LIGHT FIXTURES TO I I BE GHOOSEN BY OWNER II II REVISIONS II II - II II I tte II �I GARAGE II TITLE SECOND FLOOR ELECTRICAL PLAN • - PLAN NORTH A6 - Aa SECOND FLOOR ELECTRICAL PLANSCALE: 9/4' P -o T I J --------------- ----------- 4.0' T 117 E,T 25 4" X 4" HANDRAIL POPONESSETT (OPTIONAL) --7 BAY 4 25 -Eil z -�D -ilz i P::. :nn 4, T 20 "X 8" DECK 4., 1.4�. !g�;,t:�� 1- - 20-1 2 5- LOCUS 4- t4-t -j, 1 SPACING (TYP) t J'n.- t t.ii-": - 15 T- ......... 1�4,1, ±�tt t t" I jl- -H44 1J, U-11 ,j j Eri, 14,1'." 15-7- �H Z I �j j 1 4 a 4 :;'i";i.�'f t I.-,.I i4- q 4 J-� T 4-1 IT- , f.- FOR OUTLETS & LIG :4 4,4 H 10- ,, "I'l, 1,�'jt --Ll"41-il . 4 4 t I'-'I. WATER SERVICE !4�-�; F T 1��4- - 1--1.1 .............. 0 X1:;*t Jq.1.7 4, IT" J,-tt. 1:� 6"X6" OR 6" DIA. PILINGS 5 A-� 7 i.- 4-�t i.� j 4 j 4-L'4. Plu,.4 4'--;- T v -,---- �L t J, it i.; nt 'j-1 4.1, -1- 1 (OPTIONAL) ma 4 41- .�H 11 77i�! tfi- -,tll 2"X 10" CROSS BRACE J* PILINGS (TYP 5 7 "'IJ _j1j,7.77, 0 0 �q :;j �-1 i- t.4 4" - �Ii� .44 "j" Iffi� 4-� .......... Ilk I K 4- 4 4.4i -N 4 U -5 -5 A I I I I I I I I I I I I I i I I I I I I I I I I I * DETAIL A-A 2+10 2+05 2+00 1+95 1+90 1+85 1+80 1+75 1+70 1+65 1+60 1+55 1+50 1+45 1+40 1+35 1+30 1+25 1+20 1+15 1+10 1+05 1+00 0+95 0+90 0+85 0+80 0+75 0+70 0+65 0+60 0+55 0+50 0+45 0+40 0+35 0+30 0+25 0+20 0+15 0+10 0+05 0+00 N.T.S. PROFILE OF PROPOSED DOCK LOCATION, 4" x 4" TREATED POSTS 9' ON CENTER LOCUS. ALLOW 1" SPACING BEWEN STAIR TREADS 52 A NTS RELATE SLOPE OF STAIR TO SLOPE OF GROUND Map: 6, Parcel 17 EXISTIN GRADE ZONING: RF/AP x -0.89 2' x 4" HAND PAL ;=-12 - Setbacks: 30/15/15 2" x 4" KICK RAIL x 1.90 2" x 12" TREADS Min. Fro.ntage: 150' x 0.06 0.42 2" x 4* CLEAT OR DADO x -1.88 M%,.A R S R ... .. GALVANIZED BOLT G,R ,A S S CONCRETE BLOCKS C.B./D.H. ... REMOVABLE END SECTION '08930" E & x -1.80 19.85 S 64 (IF REQUIRED) 0-65 2.19 5. �x - - - - - - .00, 205 bftcm aw &UM DRY WELL W"M I 14.2 CARRY POSTS 5' BELOW GRADE > CATCH BASIN, FRAME GRATE ATEDSTARMAYDETAH, ELEV 2.7 N.T.S. x -1.78 N 0 T E S: 0.61 x 1.73 -0.89 MINIMIZE DISRUPTION TO EXISTING GRADE AND VEGETATION TO PREVENT EROSION. x 1.03 LENGTH OF STAIRWAY CAN BE ADJUSTED TO HEIGHT OF EMBANKMENT. LANDINGS OR x 0.0 CT REST STATIONS ARE RECOMMENDED AT EVERY 14 RISERS WHEN STAIRWAY MAKES A I vi ---vo - PLACE CLEAN SAM M MATCH x 22.31. . . . . . 0jr,0 S5 ADJACENT GRAN OF SALT MARSH. ------- LONG RUN. RECOMMENDED WIDTH OF STAIRWAY: 3' TO 3' 6". IF NO RAILING IS 20.0 1 x 21.69 TRANSPLANT PILLIGS OF SALT MARSH 22.21 DESIRED, CUT POSTS FLUSH WITH STRINGERS. LANDINGS AND STAIRWAYS MAY BE C�o Pop TO THIS AFEA. x x A ADJUSTED IN FIELD TO AVOID TREES AND FACILITATE CONSTRUCTION. (SEE S&T MARSH DUAL ON C--� 0 1 BRICK PA110 4'.7,,, -'2241 22.1 x 2.6 117.7 22.3 A 0.59 x x -1.79 ITOP OF BANK 24.00.1 x 0.0 TOP OF PILES EL 10.0 MLW x 22.2� x -2.70 x -1.99 1 19.56 6"X6" OR 6" DIA. PILINGS (TYP.) x -1.79 I X TREE LINE 0.82 > 11.32 1 M.H.W 3.3' 47.7 i 0.74 x -1.77 L--j M.L.W. 0.0, x -0.92 1.92 1 1 EXISTING BOTTOM OD 1 0 X�0.71 APPROX. EL. 2.0' M.L.W C4 U3 to x 22.14 - '.2; (D 1 17�1 ',20.13 22.56X 0 U. 0 WOOD N 1, 1 0 ST 1 00 18.5 x -2.33 NOTE* 0,36 2.6 TO BIE REIIOVEM�� m 1'6.9 13.6� NO CCA TREATED WOOD IS TO FLOATDETALLB-B BE USED ON THIS PROJECT. 41. x 0.0 2.13, 1" -1 0.�q N.T.S. ACCESS 0+00 x -1.92 108 2b.56 t"x �22.23 -0.89 x 60" 66502 Poponessett Road x -2.02 IS B Cotuft, Massachusetts 22.4 plopom Dw 19.1 321AI 4! RAMP I % x %22.40 Nk A`R IS H f PREPARED FOR )1( -1.83 -A �S S 12.35 R' -1.80 FLOKT HENESSE MOORING x or J A Em 2.5 1 Kathleen E. Barrett I= PV x 22.37' 3 x 22.53. ILU B TITLE 0. 4 x 18.34 x -2.02 Vietland Permit Plan: x 0.0 x 21.58 Dock & Stairs r7$ 20.2 2C r- k x OW GALLM DRY WELL WffH 1' STONIE, C) CU FRAME GRATE RwN. BAXTER, NYE & HOLMGREN, IN C k, z, x 20.44 eSSi Registered onw cz> 6i Engineers and Land Surveyors C> x -0.88 x -2.39 812 Main St=4 0sterviNe,Mass. 02655 2.69\ C: o 20. Phone-(508)428-9131 Fax -(508)428-3750 0.46 04 x -1.85 ;, 1.73 OF 41,, 10 0 10 20 0'- XO.82 ` T PHE mmmod CU 1� �- *: t. G-I "I k 18.29 C-) rn I SCALE IN FEET CD x -2.82 -1 M No.- cl�, Cn x 1.87 4t, SCALE:I 10' DATE: 0211212002 CD x -1.98 C> '0801 L C\j 4� 1.60 r- ;:_ !, -2- REV. DATE: REMARKS M 4123102 SHORTEN PIER -C x 0.00 2. 2 MARSH NOTESIBERM 6/19/0 Uj x -0.91 (n WAWM MM CD CD "0' .43 DNEA # SE 3m3929 H:\2001\2001 -09\survey\worksht\200109dock2.d JOB # 2001 -09 F21 PC FLOm 4: -:-:4 0 cD 4; ---------- ------ POPONESSETr BAY LOCUS x -1.83 OG X -1.84 A0 x -1.82 52 LOCU S x -0.89 NTS x -1.90 19 x 0.06 0.42 Map: 6, Parcel 17 x 1.88 M,-A R S R_ G,R A S S Datm:MIX x -1.80 5.35 C.B. D.H. �S 64*08'30t* E _ _ 0 - eq r- Do 0 0.65 2.19 205-00' .85 TRANSECT #1 9.24 PROPOSED "RUNS" OF 12" DIA. FIBER ROLLS/BIOLOGS SECURED WITH DUCKBILL ANCHORS ON GALVANIZED STEEL CABLE. COVER ALL WITH SOIL AND PLANT BEACH GRASS. 2.7 1 ROLLS TO BE WOVEN IN AMONG HEALTHY TREE ROOTS. x -1.78 0.61 1.73 x 0.0 11�5 TRANSECT #2 x 22.31 I x 21.69 1 90.05 x 22%23 22.21 BRICK It PATIO 22.41 22.1 2.6 : X 17.7 223 x 0.59 x -1.79 To 1 1 PROPOSED FIBER ROLLS FOR BANK PROTECTION P IF SLO�E 24.00" x 0.0 x 22.2� x -2.70 (Not To Scale) x 1.99 1.79 19 56 x 1.3 TRANSECT #3 2 TREELINE >1 x -1.77 1.21 17.7 + • m 10.74O 1 0 7 >1 TRANSPLANTED SALT MARSH I > 1.92 3 GRASS PLUGS 661� 12" DIA. FIBER ROLL (DUG IN) rq 0.71 1 1 " %, I w C-4 SECURED WITH WOOD STAKES.6 x 22.14 117.� 20.1 1 22Z6 u- 6 u4 L11 SAND FILL 6't MAXIMUM TRANSECT #4 x -2.33 0.36 j 0 2.6 17) 3.6� x 0.0 2.13' x -1.92 16.18 SALT RESTORATION DETAIL x -2.02 x -0.89 x 2b.56 %x 22.23 (Not To Scale) WOODEN 8. 0. STEP A'-f IL • 22.4 Z, -S S 19.1 9.1 R'A x_%22.40 X -1.83 HENESSE MOORING TRANSECT #5 AF.35 652 Poponessett Road x -1.80 2.5 1 • x 22.37 0 �17.8 x 22.53. . . Cotuitm Massachusetts 1: 0.34i x -2.02 t PREPARED FOR i 18.J4 x 0.0 i x 21.58 71� Kathleen E. Barrett 7 x 20.2 �A TITLE Transect Location Plan X 20.44 CD x,-0.88 x -2.39 TRANSECT #6 CD .2.69 BAXTER, NYE & HOLMGREN, INC. C) b.46 20.04 x -1.85 • Registered Professional B./[LH 1.73 LO Engineers and Land Surveyors =3 50'0 82 x 19.01 812 Main Stre4 Osterville,Mass. 02655 k 18.29 x -2.82 Phone- (508)42.8-9131 Fax - (508)428-3750 x -1.87 TRANSECT #7 Cn OF x 1.98 Cu 70 STEPH 10 0 10 20 1.60 AL CD En m SCALE IN FEET o No.30216 x 0.00 CD /STE CD x -0.91 ONAL SCALE:1 10' DATE:0211212002 REV. DATE: REMARKS 0 3: 0.43 1 4123102 SHORTEN PIER Uj 2. 6119102 SALT MARSH DETAILS CO2 Cn CD 80 C� CD WAWM NLWM 0. 2� 17 1.21 4 t� 4,6 C) D.E.P. #SE 3.3929 H: 109soun\2,001 \2001 -09\survey\worksht\200 7� L JOB 2001 -09 POPONESSM BAY lift 1 200- lilt fill [ 15- 15 lilt IIIIIII Ill lit I If it I lilt If 111111 lilt [ I I lilt lilt Map: 6, Parcel 17 I lilt fill 10 will -5 willful DATUM IS M.LW. Ill I lilt I lit I I I I - $ 15 If lilt lilt if 11 lift lit If . [ fill lilt ] till I Ili [ 6.5221 Poponessett Road IS -5 -4 _11-11 4,444 -5 -5- +_ _5 PREPARED FOR Kathleen E. Barrett PRE Coastal Bank Transects 25 20 Registered Professional -;i fill if . . . Engineers and Land Smve 6i -fill 15 812 Main Street, 0stervi1le,Mass. 02655 fill 5 NO.30218 SCALE IN FEET CD REV. DATE: REMARKS Cm3 Cn CD CD CD DmEmPm #SE 3 3929 H:\2001\2001 -09\survey\worksht\profiles2.dwg CD CD � � FLOOD ZONE A-11 Design Schedule ELEVATION Leaching Area Requirements EL 11.0 '� TOP OF FOUNDATION N23.0 POPONBEASSEITE v� O 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD FINISHED BASEMENT FLOOR - / ' C.B./D.H. FINISHED GARAGE FLOOR - ADDITIONAL 50% FOR GARBAGE DISPOSAL —NA—GPD TOP OF COASTAL BANK / f/ �' EXISTING SEWER INVERT AT FOUNDATION 21.0 LOCUS y TOWN DEFINITION SEWER INVERT INTO SEPTIC TANK 20.6 PERC RATE _ <2 MIN. / INCH (CLASS 1 ) 4 .'000I SEWER INVERT OUT OF SEPTIC TANK 20.1 O� LTAR = 0.74 GPD/S.F. + S SEWER INVERT INTO DISTRIBUTION BOX 19.4 \ / / SEWER INVERT OUT OF DISTRIBUTION BOX 19.2 _ Mw\1iit* MIN. LEACHING AREA OF S.A.S. / + 2pS 8 30 4 F LOT 4 SEWER INVERT INTO LEACHING SYSTEM 19.0 ,00 RO / / ♦ / p0 BOTTOM OF LEACHING TRENCH 17.0 550 GPD/ 0.74 GPD/S.F.= 744 S.F. MIN. A O f n 'Qp S WATER TABLE PROPOSED SYSTEM oc TREELINE / / } / 556 GPD W/LEACHING AREA OF 752 SF TOP OF COASTAL BANK /f STATE DEFINITION 1 Q�" 5 TOTAL UNITS 1i STARTER,1 END, & 3 INTERMEDIATES. GO eR/C 4j' ' 330S TYP. 3301 330E / 14 r/0 t , �� 7.5' 62 NTS 1 i ':r'• 1 ' Cl) +, 1 � 1 r, •, ; � 1 1 : - :_`:1-1.5 �.WASHED .STONE a . ..w•,,•4.., Map: 6 Parcel 17 ZONING: RF AP Setbacks: 30 15 15 rlopr r C*j n� '� �• f� I Min. Frontage: 150' ♦ A`' _ / / •� �` ,, k m 44 -� PLAN OF LEACH CHAMBERS Flood Zone A-1 1 ; EL 11 .0 ° / f r °H FIRM Map 250001 0021 D WOODEN STEPS f 1 / / , `',� / � 7S�` , tt 1 y• '- - OH / C.B. D.H. / / l FENCE /• / 'NO SCALE I / Revised July 2, 1992 UP I / �O� � � op), / H G H REFN k + �� Op0 } ; OVSF 70' Q , o - ° FRq , '� , , E M,N / WG / , ham! Q. F NO 64 N0 O / 12 S2 91/ GENERAL NOTESP.IN � ,r ' 1 ' I 1 \ \ \ \ \ f\ \SHED GRADE\ \ \ \ \ t ' ,, '�. ' t I / » _ COMPACTED FILL ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE / GATE �/LOCK --`' k� / `` / 1 ': i 1 ` ` 36 MAX. 9 MIN. ��; ; ' �O , I 2" PEASTONE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, - ....... ................ .. / ; / ' r ;�Z' / •'' , • . 4..... 1995 & ANY LOCAL RULES APPLICABLE. t EXISTING SEWER Qo / ,.� / / : :• „ » PIPE N EL=21.0 t,,� / ( 1 70, 3 5„ °- a O : .. 3/4 TO 1 1/2 ,�Y CHANGE 70 THIS PLAN MUST BE APPROVED IN WRITING BY DOUBLE THE DESIGNING ENGINEER. / / • / �� ; /I I WASHED STONE k i O .; ,r '; �( �- C'•'•'. 1 a. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE ENGINEER & .BOARD OF HEALTH AGENT FOR SECTION INSPECTION. NO SCALE • ; 1 ,' ,� ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4» PVC, SCH. Cr 6 40. f' / • } ! I : ` •` , , it ., ' 1l ,, t ;;t t` i � ^� ^ EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL C v L j EC RECHAR GER 330 SURROUNDING SURROUNDING THE LEACHING FIELD FOR A FLOOD ZONE A-11 / // / • . 1 0 3 Jti + / •. $U 1 1. 1 i. DISTANCE OF 5', PER 310 CMR 15.255. EL 11.0 ! /• ckyFgo ; 't ,1 ,r , rJ 1 o .�. ALL PIPES TO BE SCHEDULE 40 PVC • ; ,, '; 1 PEASTONE DRIVEWAY S PRIMARY BENCHMARK NGVD 1 / '• •., ti I 1 32 PROJECT BENCHMARK SEE PLAN / Iso-OFFSET o 0 / I / / '' 3. OF / !PQp •-,.•• ,�� LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND �q��I. _ _ 12. SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY /. - / I- — / COMPANY PRIOR TO ANY CONSTRUCTION. LOT �� ' ` EA= 24 75 0 f S.F. / 1 \ ` T EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH SAND. i TOP OF COASTAL BANK TOWN DEFINITION C.B./D.H. \ / o 4�F , sco 195 00, 1 N TOP OF COASTAL BANK N 74.,58 � C.B. D STATE DEFINITION 30„ / Q CesSYOOls / LOT 2 WOODEN STEPS / \ N / 652 Poponessett Road C.B./D.H. Cotuit Massachusetts -' PREPARED FOR .001 / C.B./D.H. Kathleen E. Barrett / /Benchmark CB DH 01 .001 / Elev. 24.3 NGVD BAXTER, NYE & HOLMGREN, INC. TITLE Proposed House Renovations 501E LOG P #9893 DATE: 12/4/2000 (Septk'Upgrade/Wetlands Permit Plan) BOARD OF FINISHED GRADE 23.0 T ! P I CA L SYSTEM PROFILE ENGINEER HEALTH AGENT I F.F. EL = 24.0 STEPHEN A. WILSON ED. BARRY BAX ER, NYE & HOLMGREN, INC. TOP OF NOT TO SCALE TEST PIT 1 Registered Professional CD CD FOUND. = 23.0 ' 24.Ot Engineers and Land Surveyors FINISHED GRADE OVER TANK = 23t FINISHED GRADE OVER D. BOX = 23t FINISHED GRADE OVER LEACHING SYSTEM = 241 0 0 812 Main Street, Osterville,MA 02655 N 8"MIN. . 4" Phone-(508)428-9131 Fax - (508)428-3750 . .. 4" SCH. 40 PVC : .. " FIRST 2' (TO BE LEVEL) „ ' : (TYPICAL) 4 SCH. 40 PVC 2 ml . 9 (min) CoverCD E e•(m8. OL F 36" (max) Cover SANDY LOAM PVC Ifl 0" CI TES GAS BAFFLE 6' SUMP 4" SCH. 40 PVC „ 12" 10 YR 313 0' 10' 20' 30' nNISHED 3 BASEMENT CM,4NHO�LUE OVER INLET Peastone / / LEACHING CHAMBER B �Zk� Mgssgc 2 2 Layer 1 8 tot OF T ,•:-. PP FLOOR :... . TO TANK TO AT LEAST -�,. �;:�, '.... - •._ ,�.. �� ..��. o 'y -.:. :•.' U WITHIN 6' FINISH G 6' CRUSHED Slope = 0.005 min M SANDY LOAM amo FOOTING REINFORCED CONCR.. ' STONE 4" PVC/ o.30218 SCALE:I"=10' DATE. /2 12001 CD 3- 30 10 YR 4/6 4 3 • O O • • MEDIUM SAND F`�sSi CI 41, CU REV. DATE: REMARKS 01V j 42" 10 YR 4/5 10122101 Add Bld . Offsets Ye L cD C2 MEDIUM SAND & LU 1500 GALLON SEPTIC TANK (H-20) DISTRIBUTION BOX (H-20) 5' MIN 132" GRAVEL 10S YR 6/4) DRAWING MAW i BASE TO BE INSTALLED ON A LEVEL STABLE EASE 70 BE INSTALLED ON A LEVEL STABLE co No Groundwater Observed NO WATER ENCOUNTERED co 7 OUTLETS REQUIRED ® H: 2000 2000-88 surve worsht 200088se 2.dw CD CULTEC RECHARGER 330 RATE= <2 MIN/IN CU 2000-088 0 CD o _ nJ