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HomeMy WebLinkAbout0045 THIRD AVENUE t S' A y7 4 i �Im Town of Barnstable Building � g s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept SAMSTASM MAWk Posted Until Final Inspection Has Been Made. Permit i63p• �°' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3373 Applicant Name: KENDALL&WELCH CONSTRUCTION Approvals Date Issued: 10/22/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/22/2020 Foundation: Location: 45 THIRD AVENUE(OST.),OSTERVILLE Map/Lot: 140-002 Zoning District: RC Sheathing: Owner on Record: MAROLDA,VALERIE 1 Contractor Name.-,DAMON L KENDALL Framing: 1 `I, Address: 221 BAY DRIVE Contractor License: CS-070086 2 1, SUDBURY, MA 01776 ! Est. Project Cost: $40,000.00 Chimney: i Description: NEW ADDITION 1OX24 SUN ROOM AND MASTER CLOSET RENOVATE Permit Fee: $254.00 KITCHEN NEW ROOF AND SIDEWALL RENOVATE 3 BATHS Insulation: Fee Paid: S 254.00 Project Review Req: -:D Date: 10/22/2019 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aft`e is an �c�a Final Plumbing: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and-Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy w Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application Ii cation Number...` ...... ....... MASS 1639.. Permit Fee.......................................Other Fee:....................... TotalFee Paid............. ................................................. ...... TOWN OF BARNSTABLE Permit Approval by..... . ..................on... ....... BUILDINGPERNUT Map.......... —0..............Parcel.............6.......................... ......................... APPLICATION L Section 1 — Owner's Information and Project Location Project Address-q ye Village OS7-e/," Owners Name. V4eg1e- j PlroL�-. Owners Legal Address_�- 7- 1 PAY 0 " Le City b t State MA Zip C7 ? Owners Cell# E-mail Se Section 2 —Use of Structure Use Group F-1 Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use El Demo/(entire structure) D Finish Basement Ej Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System E] Addition ❑ Retaining wall Solar El Renovation ❑ Pool El Insulation Other—Specify Section 4 - Work Description G14 � I T-t-A.+.A- 1 1/1 1CMA1 0 i Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure, (� �� Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) df:) 110 MPH Wind Zone Compliance Method '❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ® Wiring ❑ Oil Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom I Water Supply 54 Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway I Debris Disposal Facility: /�e� ��� ��' ���I am using a crane Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No 19 Section 8—Zoning Information Zoning District Proposed Use �257 Lot Area Sq. Ft. 00 Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks _ Front Yard Required Proposed Rear Yard Required l� Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated: 11/152018 f Application Number........................................... Section 9= Construction Supervisor Name&ZnQ4 K16>t'AA I ( Telephone Number "-5- 6' 5-? Address q E S (2/,- City F. State�_Zip !�Z,S3 License Numbeia—0.7 ay F License Type G.S Expiration Date Contractors Email �v� ��,.�d��,yLn��.t/�CC. &2 # S-G>Y 5 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentatio ed by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signatur i' ���C" Date �C Section 10—Home Improvement Contractor Name m on 1��1G� ( Telephone Number 5��F 56 b S 3� Y Address fO, 'Y g2 0 City L .-F AgCy,,,T' State Zip Registration Number 12,P 1� Expiration Date �S .Z b z I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and a Town of Barnstable. ch a copy of your H.I.C... Signature, G% 2 Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date oCr Z C> (� Print Name K e'J' Telephone Number E-mail permit to: Ono,,, ®keA U/ ��G� e O/1✓1 Last undated: 11/152018 i Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department 0 Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization �rp�-0 I, ��<« , as Owner of the s�u�ject property hereby authorize. ei f s►!�e�C MMA ("U46 act.on my behalf, in all matters relative to work authorized by this building permit application for: 1 r/l a5 elill o-?z6SS '1Nl --. (Address of job) Signature of Owner date t'ul.A Print Name Last updated: 11/15/2018 The Commonwealth of Massachusetts Department of IndustrialAccidents Ofce of Investigations IF 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information 1 / Please Print Legibly Naive(Business/Organiradon/Individual)•_ Address: City/State/Zip• (p/•c-f ( �,� Phone#: ��� (f IC Are you an employer?Check the appropriate box: Type of project(required): 1.[-ram a employer with—_ 4.P am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. El Building addition [No workers'comp.insurance comp.insurance: required.] 5. ❑ We are a corporation and its 10.[1 Electrical repairs or additions 3. officers have exercised their I am a homeowner doing all work 11.El Plumbing repairs or additions myself ' right of exemption per MGL Y �o workers comp. 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors mast submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for nW employees. Below is the polky and job site information. Insurance Company Name: Fc?/`� Policy#or Self-ins.Lie.#:_6 56 O(1t.( 50LVFV 5_t / Expiration Date: 2 () 6 Zo 2— Job Site Address: J City/State/Zip-PJ - '(-z (I;? Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do he7m: &,*u der the pains and penalties of perjury that the information provided above is true and correct. Si atd Date: 'i— Zv Phone#: Of,Pcial use only. Do not write in this area,to be completed by city or town ooicial 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 M Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(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 comber listed below. Self-insured companies should enter their self-insurance license number on the appropriate lime. 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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Of&ee of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSME Fax#617-727-7749 Revised 4-24-07 www.mass.govldia , A�& CERTIFICATE OF LIABILITY INSURANct I 5/13/2019 TNIS CERT► ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY IAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS ' CERT\F\GATE GOES NOT AFFIRMAT\VELY OR NEGAT\VELY AMEND,;ExTENo OR P.�TER THE COVEFZAGE AFEOROED 6`( SHE Q0�\C\ES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Karen Bernier NAME:Eastern Insurance Group LLC PHONE 774-213-0027 FAX 7s1-ses-77oa IQ. A/C No 233 West Central St E-MAIL ADDRESS:kbernier@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 ]INSURERAMerchants Preferred Insurance INSURED INSURER B Merchants Insurance Group2332 9 Rons Excavating Inc INSURER C: I 81 Echo Road Unit Ill INSURER D: l INSURER E: Mashpee MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER:2018 2019 , REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD S BR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP X COMMERCIAL GENERAL LIABILITY MM/DD/YYYY MMIDD/YYYY LIMITS A CLAIMS-MADE a OCCUR EACH OCCURRENCE IS 1,000,000 DAMAGE TO RENTED CMP9148246 PREMISES Eaoocurrence ,5 100,000 5/1/2019 5/1/2020 MED EXP(Any one person) +$ 5,000 GEN'L AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY .15 1,000,000 X POLICY a JECT _]LOC GENERAL AGGREGATE I$ 2,000,000 OTHER: PRODUCTS.COMP/OP AGG $ 2 000 000 AUTOMOBILE LIABILITY , , $ ANY AUTO COMBINED SINGLE LIMIT I, AUTOS OWN X ASCHI=DULED Ea accident $ NON-OWNED MCA7013915 BODILY INJURY(Per Person) AUTos I$X HIRED AUTOS X 8/16/2018 8/16/2019 BODILY INJURY(Pe raccident 1,000,000 AUTOS PROPERTY DAMAGE )'a 1,000,000 X UMBRELLA LIAB Peraccienl �5 1,000,000 EXCESS LIAB X OCCUR 13 MEDICAL PAYMENTS S CIAIMS•MADE 5,000 DED X RETENTION 10 EACH OCCURRENCE WORKERS COMPENSATION 000 CUP9147746 $ 1 000 000 AND EMPLOYERS'LIABILITY 5/1/2019 AGGREGATE ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 5/1/2020 $ 1 000 000 B OFFICER/MEMBER EXCLUDED? $(Mandatory In NH) N N/A X PER Ityes,describe under STATUTE OTH- X I OT DESCRIPTION OF OPERATIONS below WCA9094537 E.L.EACH ACCIDENT ER 5/1/2019 5/1/2020 E.L.DISEASE- $ 1 000 000 EA EMPLOYE $ E.L.DISEASE- 1 000 000 POLICY LIMIT $ 1 000 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached It more space Is required) CERTIFICATE HOLDER catrina@kendallandwelch.co CANCELLATION Kendall & Welch 108 Parker Rd SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE Osterville, MA 02E;55 THE EX N PIRATIO ACCORDANCE DATE THEREOF, NOTICE CANCELLED WITH THE POLICY PR BE BEFORE OVISIONS. WILL DELIVERED IN AUTHORIZED REPRESENTATIVE A ORO25(2014/01) John Koegel/KBERNI _ I 025/gnl4n, The ACORD name and to ©1988-2014 go are registered marks of ACORD CORPORA ION. `^- ACORD N• All rights reserved. DPFUCCI-01 IR I T ,-� DATE(MM/DD/YYM CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF IN9VAANCE DOES NOT CONSTITUTE A'CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy0es)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. RAT C'r PRODUCER •NAME:' Almeida&Carlson Insurance Agency,Inc ac°,No,Ext:(508)540-6161 ac,No:(508 457-7660 PO Box 554 E-iMq� Falmouth,MA 02541 �ooRES 3 INSURER(S)AFFORDING COVERAGE I NAIC# / :INSURER A:ARBELLA PROTECTION INS CO 141360 INSURED i INSURER B:Hartford Underwriters Insurance Co D P Fuccillo Const Inc INSURER C: 548 Thomas Landers Rd INSURER D E Falmouth,MA 02536 �,INSURER E: _ I INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE_POLICIES OF INSURANCE LISTED BELOW HAVE'BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF:SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE _ INCDLl, POLICY NUMBER ;j I A I x i COMMERCIAL GENERAL LIABII.rrY i 'EACH OCCURRENCE is 1,000,000 CLAIMS-MADE (�OCCUR 18500045173 , 10/20/2018, 120/2019 300'000 5LANKET ADD'L INSURE MED EX P An one arson $ 5,000 PERSONAL BADVINJURY 1$ 1,000,000 'GEN G'L AGGREGATE LIMIT APPLIES PER: i ENERAL AGGREGATE I 2,0.00,000 POLICY PPC r LOC ;PRODUCTS-COMP/OP AGG j$ 2,000,000 -; — OTHER: _ i r COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Is ANY AUTO BODILY INJURY Per arson $ _i OWNED •.!SCHEDULED ' AUTOS ONLY �j AUTNNOSS yy EEpp I BODILY INJURY Per accident $ AUTOS ONLY _�AI�TO R"N Perr eci,Q AMAGE is�' — — -- UMBRELLA LIAR J OCCUR EACH OCCURRENCE I EXCESS LIAB CLAIMS-MADEI AGGREGATE $ DED . I RETENTION$ _ B I WORKERS COMPENSATION PER OTH• , AND EMPLOYERS'LIABILITY 1513659382 10123/20181 10/23/2019' TATUTE i 500 000 !ANY PROPRIETOR/PARTNER/EXECUTIVE 'YIN.!: (E.L.EACH ACCIDENT I ' 1 QFFICERIMEMg E)EXCLUDED? !N 1 A I ? i I(mandatory In NH) i E.L.DISEASE-EA EMPLOYEE) 500'000 j If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT IS i . 7 - L DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE KENDAL&WELCH THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I �„ i DATE(MWDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 10IM9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND T,HE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or bD endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ilau of such endorsement(s). PRODUCER NAME: J1M HINDMAN PHONE 508-771-8391 c No: 508.771-0663 Schlegel&Schlegel Ins Broker AIC No. 0 Ell, 34 Main Street ADDRESS: SCHLEGELINSURANCE@GMAIL,COM West Yarmouth,MA 02673 INSURER(S)AFFORDING COVERAGE , NAIC# INSURER A: NGM INSURANCE COMPANY 14788 INSURED INbuRER a: TRAVELERS CAPE COD SPRAY FOAM INSURERc: PROGRESSIVE 49 SISSON ROAD INSURER D: HARWICHPORT,MA 02545 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE.POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID POLICY LIMITS L'{R TYPE OF INSURANCE M.M1 WV POLICY NUMBER Mwor) MMIDD EACH OCCURRENCE $ 1,000,00( X COMMERCIAL GENERAL LIABILITY 500100I P EMISES Ea occuR $ CLAIMS-MADE OCCUR 10,000 MED EXP n One nraon MPK9358X 11J16118 11/18119 PERSONAL&ADVINJURV $ 1,000,001 A GENERALAGOREGATE $ 2,000,001 GFML AGGREGATE LIMIT APPLIES PER: , PRODUCTS-COMPIOP AGG $ 2,000,001 POLICY❑jFC ❑T LOC Is OTHER: COMBIN cDISINGLE T $ 1,000,00 AUTOMOBILE LIABILITY BODILY INJURY(Per person) is ANY AUTO BODILY INJURY(Per esotaent) $ C AUTOS K SC'EOALIOSU� 07881343� 051081i9 o5J08/20 PROPERTY GE $ HIRED NON-OWNED P r ccid9nt AUTOS ONLY AUTOS ONLY $ EACH OCCURRENCE $ UMBREI to LIAB OCCUR AGGREGATE $ EXCESS LIAR CLAIMS-MADE $ DIED RETENTION$ 9TA OTH- TUTE ER WORKERS COMPENSATION 500,0( AND EMPI-DYERS'LIABILITY I N E.L.EACH ACCIDENT $ ANY PROPRIETORIPARTNEWEXECUTiVEJ NIA 6HUS6513035513 07123/19 07123120 500,01 B OFFICFR/MEMBER EXCLUDED? N E.L,DISEASE-EA EMPLOYE $ (Mandatory In NH) E.L.DISEASE•POLICY LIMIY $ $00,0( II es,describe undeY DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATfONS I LOCATIONS►VEHICLES (ACORD 101,Additional Ramwtcs Schedule,may be attached If more space ib re(lulred) CORPORATE OFFICERS HAVE ELECTED TO BE COVERED UNDER THEIR CURRENT WORKERS COMP POLICY CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE THEE EXPIRATION DATE T CANCELLED BEFOR HEREOF,NOTICE WILL BE P L VERED IN ACCORDANCE WITH THE POLICY PROVISIONS. KENDALL AND WELCH CONSTRUCTION 32 WIANNO AVE SUITE AS AUTHORIZED RbPRQSENTATIV OSTERVILLE MA 02655 bookkeeperkandw@gmail.com, fax 509.428.4907 " ' ® DATE(MMI�UI�WY) A`�o CERTIFICATE OF LIABILITY INSURANCE 02/11/2019 THIS CERTIFICATE IS ISSUI°D AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOY AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSVRANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTAPRODUCER NAME: Suzanne Harrington MURRAY& MACDONAL.D INSURANCE SERVICES INC PHONE 508 289-4170 AIC No)* E-MAIL ADDRESS: sharrington@mmisi.com 550 MACARTHUR BLVD INSURERS AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: LEE ANDERSEN ! INSURERC: v INSURER D: PO BOX 993 INSURERE: FORESTDALE MA 02644 INSURER F: COVERAGES CERTIFICATE NUMBER: 367031 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED'BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDY/YYYY EFF MMIDDYIYYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTE15— CLAIMS-MADE CCCUR PREMISES Ea occurrence $ MED EXP Any oneperson) $ N/A PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO- JECT "LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ER PR H AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBEREXCLUDED9 NIA N/A N/A VWC10060228112019A 01/03/2019 01/03/2020 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 I(yS describe under DESCRIPTION OF OPERATIONS bolow E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govAwdtworkers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 490 AUTHORIZED REPRESENTATIVE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MULUMM. I MIM CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES �OELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED I1EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cartlficate holder le an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provlslone or be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certlficato does not confer rights to the certificate holder In lieu of such endorsement(s). 40DUCER Heather Vidal tobert E Bouchle Jr.Insurance PHONE 508-564-S560 A1C No: 508.564-5557 352 Route 28A l V ADDRESS: Info Bouchlelnsurance,COM 10 Box 400 INSURER a APPORDINO COVIMAee NAIC a ,ataumat,MA 02634 - INBURERA: S8H Underwriters(Acceptance Indemnity) ISUREO INSURER B: Hartford Tom Costa Building&Framing INSURER C: 29 Lady Slipper Lane INSURER D: Mashpee,MA 02649 INSURER E: INSURER F :OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IOR R TYPE OF INSURANCE POLICY NUMBER MMlDD MM(DDf/ LIMITS COMMERCIAL GENERAL LIABILnY EACH OCCURRENCE 1,000.000 CLAIMS-MADE �OCCUR PREMISES Ea oeeutrenea S 100,000 MED EXP(Any one erson f 61000 4 CLOO254267 07/31119 07/31/20 PERSONAL&ADV INJURY 1.000.000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMPIOPAGG S 2,000,000 X POLICY❑j LOC S OTHER: NGLF.LIMIT $ AUTOMOBILE LIABILITY a danl ANY AUTO BODILY INJURY(Per person) 5 OWNED COI IEDULEO BODILY INJURY(Per scwlden►) 8 AUTO$ONLY AUTOS 0 HIRED NON-OWNED S AUTOS ONLY H AUTOS ONLY UMSRELI.A LIAR OCCUR EACH OCCURRENCE E EXCESS LIAR CLAIMS-MADE AGGREGATE DEO I I RETENTION _ $ WORKERS COMPENSATION X ST TUTS ER AND EMPLOYERS'LIABILITY Y r N E.L.EACH ACCIDENT 100.000 B OFFICERRIMEMBER EXCLUDE07 ECUTIVE� NIA 6560UB 0296MO67-19 09/21/19 09121/ZO (Mandatory In NH) E L DISEASE•EA EMPLOYEE $ 100,000 Ir yea,deacdbe under E.L.DISEASE•POLICY LIMIT S $001000 DESCRIPTION OF OPERATIONS below )E60RIPTION OF OPERATIONS I LOCATIONS)VEHICLES (ACORD 101,Addltlonal Remerkd Schedule,may be attaohed if mera apace In required) fax:508-428-4907 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Kendall&Welch Construction 074 Main St Oeterville,MA 02665 AUTHORIZED REPRESENTATIVE' Robert E,Bouchle Jr. i 01968-2016 ACORD CORPORATION. All rightB reserved. ACORD 25(2016103) The ACORD mama and logo are registered marks of ACORD r go 03 2— Commonwealth of Mms®chUsetts i f DIVlsion of Professional Llcensure Board of Building RogUlations and Standards Gonstrycjjor Soperyjsor CS-070086 kkpires, 11121/2020 DAMON L KENDALL i .. 4E KOMQAS8 dkIV-i EAST EALMOU7H MA 02636 tZomf»19sldner Office of Cgnsumer Affairs and Business Regulation 1000 Washington Street - Suite 710 [ oston, Massachusetts 02118 k� Dome Improvement Contractor Registration } Type: Partnership KENDALL&WELCH CONSTRUCTION Registration: 128405 P.O. BOX 490 `: k- k_ k,, Expiration: 04/05/2021 „ .�� r OSTERVILLE, MA 02655 d R J s Update Address and Return Card. SCA 1 1h 20M•051t7 .�/� �Irr/J��iJiis✓<�i�rjf..���it�.JfcN�it�Jn+r/.1 Office of Consumer Affairs 1S Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPIE:Partnership before the expiration date. If found return to: Reaisiir ti6n Expiration Office of Consumer Affairs and Business Regulation 12, E 5 04/05/2021 1000 Washington Street ?Suite 710 KENDALL&VO*ELCH CONSTRUCTION Boston,MA 02116 DAMON L.KENI ALL 54 KOMPASS DRS .%' :(GG.�.GlrrA, 02 FALMOUTH,MA 536 �Under8ecretary" Not vpliol Without Signaturi Ac�® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIODQCMJ �� ANCE '�` y 02/11/2019 THIS CERTIFICATE IS IS:iUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS- CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,ANL-THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements). PRODUCER NAME: Suzanne Harrington MURRAY& MACDONALD INSURANCE SERVICES INC PHONE 508 AM.No-Exti, 2s9-4170 FAX A/C Not: ADDRESS: sharrington@mmisi.com MACARTHUR BLVD� NAIc a BOURNE MA 02532 INSURERS AFFORDING COVERAGE 1NSURERA: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: KENDALL &WELCH CONSTRUCTION INC INSURERc: INSURER D: PO BOX 490 INSURER E: OSTERVILLE MA .02655 INSURERF: COVERAGES CERTIFICATE NUMBER: 367024 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING-ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CI.AIMS. INSR ADDL S LT R TYPE OF INSURANCEINSD wynPOLICY NUMBER POLICY EFF POLICY EXP MMIOD/YYYY MMIDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR PREMISES Ea occurrence $ t MED EXP Any oneperson) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:POLICY 0 PRO- i GENERAL AGGREGATE $ JECT _�LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per ac ,dent $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE DED RETENTIONS WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY XY/N I STATUTE I I ERH A OF ICERIM MB REXCLUDED?ECUTIVE N/A NIA N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) 6S60UB5033P43519 02/06/2019 02/06/2020 If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 07N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more apace Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees In states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensation/investigations/. 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Strc?at OA Engineering& R013ERT M. PE5R051ER5, P.E. Pesign Co., Inc. . Consulting Engineer 508-946-3561 155 Eaot Grove Street - foot Office Box 649 Fax 508-946-1653 Middleborough, MA 02346 August 29,2019 Project No. 2019-244 Ms. Deborah Kendall Kendall and Welch 108 Parker Road Osterville,MA 02655 Re: Design of Support Beams for the Proposed Renovation to the Home Located at 45 3A Avenue,Osterville,MA 02655. Ms. Kendall, You asked me to design(2)two support beams at the proposed home at the referenced location. You have provided me with plan,pagesA4,A5, A8, &A11 designed by "Progressive Designs" showing the architectural layout&sections of the proposed renovations to the existing structure, dated August 15, 2019. Beams#1 will be located within the second floor framing level of the home above the kitchen and dining rooms. The beam will support a portion of the tributary loads from the second floor framing, attic framing,roof framing, and low roof framing of the structure. The maximum unsupported span of the beams wily be approximately 26'-0" and the appropriate beam for this application is either a W14x61 or W16x53 steel beam manufactured from ASTM A992 structural steel. This beam shall be attached to and supported at each end by an HSS 4x4x1/4" steel column manufactured from ASTM A500 structural steel with cap and base plates installed integral with the wall framing at each end. These columns shall bear directly upon the existing poured in place concrete foundation wall. The steel beam to steel post connection shall be made by using(2) %Z"thru bolts secured through the bottom flange of the steel beam and cap plate of the column. Beam#2 will be located within the second floor framing level of the home above the dining room and living rooms. The beam will support a portion of the tributary loads from the second floor framing and attic framing of the structure. The maximum unsupported span of the beam will be approximately 18'-0" and the appropriate beam for this application is a W801 steel beam manufactured from ASTM A992 structural steel. The beam shall be attached to and supported at each end by a 3-1/2"x5-1/4"PSL post installed integral with the wall framing at each end. At one end floor diaphragm shall be blocked solid and the PSL post shall continue down to a new 3-1/2"lally column on a new 241Ix24"x12"footing. At the opposite end, the floor diaphragm shall be blocked solid below the PSL post and shall be supported by the existing foundation wall. Alternatively,Beam#2 maybe reduced to a maximum span of approximately 16'-0"and „ be a.W8x24 steel beam or it may be reduced to a maximum span of approximately 14'-0" -and be a W8x18 steel beam. These beam options shall follow the same post and footing criteria as the 18'-0"Beam#2 option. r The beams must be rigidly attached to the wood floor framing. This can be accomplished by flush-framing the beams. To flush-frame the steel beam into the framing you may use side or top mounted steel joist hangers. The side mount joist hangers shall be attached to continuous wood blocking located on each side of the beams web. The wood blocking shall be attached to the web of the beam with %2"bolts at 16"on center, staggered top and bottom. The side mount steel joist hangers shall be attached to the wood blocking in the web of the beams. For the installation of top mount joist hangers, it will require the installation of a continuous 2x wood nailer that is attached to the top flange of the beams. The wood nailer shall be attached to the top of the beams with '/2"bolts at 24"on center, staggered side to side, and the top mount hangers can be secured to the nailer on the top of the beam. Beam#3 will be located within the roof framing of the sunroom. This beam will support a portion of the tributary loads of the roof framing and will support the ridge beam and hip beams of the roof. The maximum unsupported span of the beam will be approximately 15'-0" and the appropriate beam for this application is a W8x21 steel beam manufactured from ASTM A992 structural steel. The beam shall be attached to and supported at each end by a 3-1/2"x5-1/4" PSL post installed integral with the wall framing at each end. At one end, the PSL post shall continue down to the foundation wall. At the opposite end, the floor framing shall be blocked solid below the PSL post with a new 3-1/2" diameter lally column installed in the crawlspace on a new 24"x24"x12" footing. I have marked up a copy of the architectural plan page"A4"showing the approximate locations of beam#1, #2, and#3. If installed as specified herein, and according to good construction practice, these beams will meet the structural-requirements of the 9th Edition of the Massachusetts State Building Code. If you have any questions regarding this report, or if you require additional information,please do not hesitate to call. Regards, Michael K. Voudren R08ERT N SR -, S CTURAL N0.36770 FROM :DOUG WILLIAMS FAX NO. :508 775 1503 Sep. 29 2004 12:49PM P4 Doug Williams Custom Building Co. P.O. Box 1069 Centerville, Massachusetts 02632-1069 508-775-1500 866-524-0070 fax 508-775-1503 www.c@Mcodhomebuilder.com e-mail homebuilda@comc st.net Building Inspector - Mr. Jeff Lozan Town of Barnstable Hyannis Massachusetts 02601 9-26-04 Sir, Attached find the AST.M, APA, and HUD confirmation for the adhesives used to secure the plates to steel beams at 45 3rd Ave, Osterville. I have used this procedure, (clamping and gluing the members to steel), for 10 years in a number of towns, (including Barnstable, 52 Eisenhower Rd, Cotuit, 222 Pine Street,Centerville 5 beams...155 Baxter's Neck Road,M. Mills to name a few), and never has it been an issue when inspected by local officials, l hope this information answers your questions. Respectfully, r Douglas L. Williams Sr. 1 N nip Mill tpw1omm BL.Wtw, 1 1 ► 1 � 1 ` 1 14 • 1 1 1 1 t ► I 1 I 1 1 / M 4 7 W��A 1 1 ICY a-vr QI ...� c��T of i� , N • k or(4).►ir 0 tioL+ ► 1 1 ► CAP P-L E Qr1A10 11 ` 1 east vL >< :x�:11►' 1 CP co i veti. f nf1iU►�i OF . Tuo�oa Au- 34 WAUMURAL NQTrt AND MATE IAL SP.QE9AT c.* ;rvC tural steel to bQ ASTM A36? shop painted w/ rust ►nhibitive point 2 AnC►%or bolts to be ASTM A307 (Galv.), 1/2' dip. 2xpans10n - type x 4' min ? Ail worknonshlp to Cooforn with Anericah jnstitutf pP Steel ConStructlo 4r%d mossochusetts Stote Building Code Latest £dltion reovlremov%t° a Alt +,pins to loe E70xx eteetrodes. Shop weld cop and Bose pieto's tc. r Ct 5 Coord,nate otl dinension$ with QrChitetturnl DrOMingS, Onp rietd verity .,%e,•P reQvlreci STEEL BEAM CONNECTIONS MICHELE C. TU DOR' P.E. 1 TO TINDER 1•RAMING ronsultin Structural En sneer 123 Cottonwood Lon• enteniNe. MAssothuteits 026K I �S �A� grown By; ME►A Dote 'r i g i i r. e t 155 e1XW s N gflf� KL Checked 0y. MCT S�OIB..Nf S f0p-, DOUQ At-L, Ms) oW�1� - File NoMa:.9.�� P.ciaci Ne �-�3I �K -- 1 Ed Wd9t:S0 b002 21 --idd 00SI SLZ 80S: ON Xdd SWtiI- IM onoa: W021d '00"�W,000000;k Z��hlqlllllrl_ 9C.CALCO 2003 DESIGN REPORT -US Thursday,April 16,2004 13:38 Double 13/4" x 16" VERSA-LAIM M 00 SP File Name: SC CALC Project:FBOI Job NP010- Wallffin fts Dncdpdon: AddrOL'. 4 7-m i k-,4 Spoeft: RAL C Slido,Zip:Cystemid.,Ma. De&&er None cwitorilw: 03va Will VMS Company: ire reports' ICS05511,NER629 Mac Geraus door neader. 1 21" Li,4ftftWtW I-G&W Ab aid 110 Oe Tft"If L A 2 W 32 130 5M tts LL Bt 003 Qw U. 260 The OL 2105 in V. T-_4al HodzwvW Lengt-164640 GIMwall ucw Verstvir U'S 1111perld iiD vc-i ociiiptivc L;md Tyr* Rml,. VsK 5.10 TYPO- Vain TrIb. Dur. S t_%nddard IL;sd Unt.Area Left 00-W00 164%-W LNE "3 pof DS-0-00 100% momba!'"Y'r.w Poor Bmrn 0"d 10 pef woo-00 go% Number of Spaw I 1 rc,6f IcreG. Ur.l.Ares Left 00-00-015 164" I Me 26 Pat i2A0_w 116% Left Caji.w"vc 4op Duo A pvf' 1.2-0.0 0% 2 L.sdd- Lit,.I.Wire Lqft %"0.0t�Su ':d 1.:vs) 75 Pat z►IT,(0,-00 1 MV, M 264A Slope: Tri6uiwj.- PA aek Ah Ccntm,Typs vahtj %Allic-cable Ovr(Wo�i Load Case Spm Loa en marwt 342.27 ft-ibs 7971A 1,,-% 3 4.-Ir"MI Neg.rtk®rnwk Zl t-ft Ma IN% Live Load: 40 ae Erb shemer ease JIM 55." 115% 3 1 -Lee Dead L*": 15;Mf ToW Loe-j Dd. U252(0.7021 85.1% 3 1 ParbWn k*jd: C pt, Livq Ltbd ref,. Lilt'.11(0.482') 87.tv) 3 1 ouww: 100 hwx 70.2% 3 1 Disclosure NM9 The ouml�irtainaw and aczu;aq of Deeign m00%Code m;nwnum(L4240)"0121 load clefltiiWn ciiiiaria. the ing'.-t muct to viliffal-,Dy anyone 04s*,-j,-naota Code maimum(L/380)Uvo load de&) Uon wharie who ow uid ICY oil the 0.-qpr,,R 06 Design (I I MeWrnum load defiectlan cMinW. ovldcrmm,cf viRouth.for a IcnMhfor B0 is2-13'. perW.or apolcotlon. 1-he output Mhmurn beeping lerv.;M- for Bi to 2-3/4". above to bases upon WidliV Entered/01s;"ywl H A­iwntal Span Leng"s)a Clear$pen+ VP riti aqd bearing+I rl intermo_:'We bearing code-4vxapta4 datign pn21,=W and wri.dr.m4 rnAth*&,- lRitoUllkh of BOISR enoinewso wood Cor!W111 pr+w�dw4n rFofftwonal of record of BOISE tect,11"I repreevitetive for;=wactan dwil;c produces rnm be Ift itc&-dance Member has no skis loads. with Me current hftndon 01110 and bulb loplitA944 lAlkliftj=X11. I atifllievnirbwa: eirkw.N45 TO vn!ritter!qlca c;! I Y v U I i av; q;; z,VJ&4&43 wolf W2W_07"*:*f0r1) b 3" d PmOoO In%WW*m, *so 4" 7. JZA`�I SC ';o.1:.a.. 111.. .IN V,4"S.BCO, sc F&A BOARCIII,BC:,55 RN c BOARDT0,BOISE GLULAMI", VER6XLAM@,VERSA-RW. VERSA PLUGS, VERWSTR"Im, VER&44TUDC,ALLJOISTO and AJS,m are 09dernada of Bobo Cascade corporation. b Page 1 of 1 i I °FtKEE To Town of Barnstable Regulatory Services BAMSr9 i�ss I E Thomas F.Geiler,Director �A .i6gy �0 lE1639 ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR, • s I, doh•. w eZl� , owner of property located at 4 S -k�v`A 41 9-- vi �Le— ,'/`/i , hereby certify that -ppL2U w► �iS Cx �y t LD� is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# -75q 7/ , issued on 2000"'4 . � I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. �,D )2 23 PROPERTY OWNER DATE q/forms/newcontr reference R-5 780 CMR rev:080102 ri t s Department of Regulatory Services * BARNSTABLE, • MASS. ibg9. A1� FD NIA BUILDING DIVISION BY r 47 TOWN OF BARNSTABLE ,;•�;, BUILDING PERMIT PARCEL. ID 140 002 GEOBASE ID 7411 ADDRESS 45 THIRD AVENUE (OST. ) PHONE OSTERVILLE ZIP LOT BLOCK LOT SIZ�', DBA DEVELOPMENT DISTRICT CO PERMIT 75971 DESCRIPTION ADD GAR/ADD MASTR BDRM/RENOV EXIST HOUSE PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $660- 12 BOND $.00 �tME CONSTRUCTION COSTS $179,072.00 434 RESID ADD/ALT/CONV 1 PRIVATE Pfo +► 1ARNSTABLF4 MASS. 039. BU ING D S r N '~r BY � IV DATE ISSUED 04/13/2004 EXPIRATION DATE I 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 PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED - - - --- - I 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* • PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEWMADE.WHERE A CERTIFICATE OF OCCU-. (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 POST THIS CARD SO IT IS i BUILDING INSPECTION APPROVALS A PLUMBING INSPECTION APPROVALS ELECTRICAL IN PECTI N APPROVALS D1y� ZP--22-0 1 go 6.4 2mo C)-2 - o4 �e �Vcam a(f, tQ.-lZ-u�l -(� 9'' L-C/L� it vG 2 �N4� ✓t� 2 rl tN)St-1 3 1 HEATING INSPE ION APPROVALS ENGINEERING DEPART NT CAA -xi %v a S' 2 BOARD OF HEALTH OTHER:' SITE PLAN REVIEW APPROVAL _ Persons contracting with unregistered contractors �'�� ``�''"�S-r�Z•aa' do not have access to the guaranty fund (as set forth in MGL c.142A) I 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. LDING e W 1 ` I� t ` r FROM :DOUG WILLIAMS FAX NO. :508 775 1500 Apr. 12 2004 05:15PM P2 • NCassachusetts 02632-1069 p p.Box 1069,Centerville, c�mcast.net Centerville,Mass 5o8.77g-1500 I1-86G-Se4a 1 h0mebuilda@, wvvw-Capemdli onwbuilder.COm 1 •_..xr--• f IV wl,air 11 o Io �re Ll ,� v �Yrcl - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel OD1 Application # o���a d�0� Health Division Date Issued Z Conservation Division Applicatioh Fee Planning Dept. ?��l"� Permit Fee Z�• Date Definitive Plan Approved by Planning Board A Historic - OKH "Preservation/ Hyannis Project Street Address `/� A/,4 1 wZtidE Village AfEk 1 [C Owner /� /I9Qo�oA Address Telephone J7/- Permit Request -6,441Wb 9PA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 89, Flood Plain Groundwater Overlay Project Valuation AQD Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl 0 Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I Number of Baths: 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: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 0 No Fireplaces: Existing New Existing wood/coal stove::0 Yes-j❑ No Detached garage: ❑ existing ❑ new size Pool: 0 existing ❑ new size _ Barn: ❑ existing El' w :size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: - `a �J Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = , Commercial ❑Yes ❑ No If yes, site plan review# rn Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number C ��� 7 7/-3457 Address License # CIS 76334 C�2�d Home Improvement Contractor# 146,43 o Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN SIGNATURE DATE I FOR OFFICIAL USE ONLY 4 APPLICATION# `.s DATE ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: s FOUNDATION 3 w FRAME INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL` GAS: ROUGH FINAL l FINAL BUILDING CC -P"i ✓y m 4 DATE CLOSED OUT ASSOCIATION PLAN NO..- ,J 3 4 ( ✓ i`ti T The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1P I Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Viola Associates,Inc. Address:110 Rosary Lane City/State/Zip:Hyannis, Ma. 02601 Phone#:508-771-3457 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓❑ I am a employer with 20 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no Portble In Ground Spa employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#l must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Acadia Insurance Policy#or Self-ins.Lic.#:WCA0218000 Expiration Date:4/29/2012 Job Site Address:45 Third Avenue City/State/Zip:Osterville, Ma. 02655 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify utVelr the pains a d enalties 2LE!Jug that the in ormation provided above isirue and correct. lSi nature: ..-_ __... _.__.___. _.. ..___ __ ...�.-_..._.._._.. _.._._ .. _..----]Date Phone :: s 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#: ACOR4 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 0411112011 PRODUCER (508)393-7744 FAX (508)393-6983 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC - Main ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 1129 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 155E Otis Street Northborough, MA 01532 INSURERS AFFORDING COVERAGE NAIC# INSURED Viola Associates Inc. INSURERA: Acadia Insurance Company 31325 P.O. Box 389 INSURERB: Centerville, MA 02632-0389 INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MM/DD/YYYY DATE MM/DD/YYYY GENERAL LIABILITY CPA0217962 0412912011 0412912012 EACH OCCURRENCE $ 1,000,00C X GE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 300,00( CLAIMS MADE ❑X OCCUR MED EXP(Any one person) $ 15,00( A PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00( GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00(RoiPOLICY X P LOC JEC AUTOMOBILE LIABILITY MAA0217963 0412912011 0412912012 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,006 ALL OWNED AUTOS BODILY INJURY [XX SCHEDULED AUTOS (Per person) $ A HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ _ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WCA0218000 0412912011 0412912012 X AND EMPLOYERS'LIABILITY Two RY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVFD E.L.EACH ACCIDENT $ 500,00 A OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,OO If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,OO OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Town of Barnstable REPRESENTATIVES. 200 Main Street AUTHORIZED REPRESENTATIVE YL� 1 Hy Innis, MA 02601 Francis Kittredge (EO)/CLUI 1 ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 12/01/2011 10: 33 7038345629 ROLLS ROYCE NARTH AI PAGE 02/02 z Town of Barnstable I £ Regulatory Services MAW Thomas F. iler, rector Ge Di ' Building Division Tom perry,13CM09 Commissioner 200 Main Street Hyannis,MA.,0260I �wa'.town.barnstable.ma.ua Of oo: 508-862-4038 Fax: 508-79M 30 Property Owner Must Complete and Sign This Section Lf Us" A Build r , �P,rCar ��otc°9 . '-- ''// ,as Owner of the subject ptpPmty hccby authozize vldb '40"a4 io -T c, to act on mp behalf in ail.matters te]ative to'work authozzzed by this buiM w,,permit 44 (Address of Job) **Pool fences and alarms are the responsibility of the a hcant. Po re.not to be 0ed before fence is instaV&d and pools are not to be Pools -a utilized =dl all fmgl inspections are Performed and accepted. Signature of Own S c of Applic=t .11wice /-r taGq fit/ Print Name ' Print Name Date I I FLAT TOP COLLAR ® SERIAL NUMaER M FOR OPTIVNAL LOCATED UNDER CM'TPLEVER D SAILLWAY rK9l 'T I-E9GF 1NSTALLATM OF THaSK LWAY SWC-LE f S1NGLE jr;r SF-4T7NG SEArWe AREA AREA JETS FW WsLL JETS Ar LKIAL �y • fy' PY71INCSr� SINME SINGLE JET JET r�. STEP 2 AIR AIR COHfTROL -0Q GONTRM FLAr Sear QN FLATAFMAPW 80TT M RJR FOR QPTXML SPA --- OPT/ONAL.LIGHT SJD t�06N7"ROLS �'' t. *3T DEPTH •4.25 GALLON AVERAGE FILL •8 R 8 PERSON SEATING CAPACITY i Massachusetts- Department of Public Safeth Bound of Building Re,, ulations and Standards Construction Supervisor License License: CS 76332 KEVIN BOYAR a PO BOX 716 W BARNSTABLE, MA 02668 - Expiration: 9/5/2013 (buuuissiuncr Tr#: 4529 0 M c e of Calr.AffrPyrf'i�ne Wegufa ioo uaeCta E IMPROVEMENT CONTRACTOR gistration: 14 36 4'3 Type: _ Expiration 4/2fi/201-3 3 Supplement C- VIO SSOCIATE8-;�—���;�- a;= .:., KEVIN BOYAR P.O. BOX 389 'C'� CENTERVILLE, MA 02632vt:.. Undersecretary i License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170. .rd Boston,MA 02116 Not valid without nature r i ROLL-UP COVER TEST PURPOSE Client has requested test data to confirm theoretical calculations of the max loading of a custom GN Roll-Up Cover as compared to the loading requirements of standard ASTAA F 1346-91, SCOPE The custom cover has a maximum width(span)of 9.5 feet. Tests wilt be conducted using two fulcrum points to span the slats the required 9.5 feet. The ASTM Standard requires testing,of minimum loading to 180 pounds(adult)plus 40 pounds(child)for a total of 220 pounds.This value is to be carried at the very center of the cover,covering an area,of 12"x 12°. (worst case scenario). PARAMETERS Test was conducted using.two horizontal supports spaced 9.5 feet apart(parallel to each other).: Horizontal supports were 31.5°above ground. Deflection was measured as.the drop or bending in relation to an unloaded cover(base line zero). Each additional load applied was measured for deflection, and deflection%was calculated as deflection divided by span. Four separate.tests were carried out using a group of three wood slats spaced such as to provide the required 127 x:1T square loading area. Test results were then averaged to.allow for slight variations in the load carrying capability of individual slats. The slats tested were all vertical grain,Gear,all-heart,.old-growth Canadian Pacific Coastal Western Red Cedar from standard stock. No special preparations were applied. Slats were not bonded to insulating material for purposes of this test. This was bare slat only tests. A cover bonded with insulating material has a greater load carrying capability because the insulating material transfers some of the load to adjacent slats, rather than carrying the full load on the 3 slats in the 12'x 12"target area. In other words,we tested for worst case scenario. Only vertical grain,clear, all-heart, old-growth Canadian Pacific Coastal Western Red Cedar was tested.. Our other material is vertical grain,clear,old-growth California Redwood. The Lumberrnan's Handbook and previous testing confirms the strength of this product to be equal to but not less than 95% of the strength of Cedar. For these reasons,these two materials are considered to be the same strength. The twelve slats.tested had an average relative humidity of 9.6%,which is consistent with our drying .requirements. Test bed.piaces:the slats perpendicular to the two horizontal supports. Slats are not attached to the supports,which allows free movement of the slat during bending. This is consistent with the cover design. If attached,.cover would have a.greater load carrying capability because load would-be carved in tension to the fastenings at the coping edge. This however,,is not indicated in the design of the cover. The required load is carried in strictly a bending moment. This is a worst case scenario. TEST RESULTS Test was conducted on Friday, November 17th,2000 in a 71 degree F. environment, and a 56% relative humidity. The averaged test results offour different tests(twelve different slats)developed the following data: DEFLECTION—IN. %DEFLECTION LOAD-LBS. 0 .0 0 1 7/8 1.6• 104 2 5/8 2.3 156 31/ 3.1 208 4 3/8 3.8 260 5% 4.6 312 6 5.3 364 6% 5.9 416 The worst case.test also carried 416 pounds load, but with a deflection of 6.2%. No tests were continued past 416 pounds to failure because load carried far exceeds load required and still allows for a safety margin and for variations in slat strength and test deviations.Also, covers narrower(slat length shorter) than 9'/2',i.e.8'wide or 7'wide,will carry even a greater load. CONCLUSIONS Test data confirms the ability of the Roll-Up.C.over to conform to the ASTM test requirements in a worst case scenario,with a healthy margin to spare. The average safety.factor exceeds 50%margin. Although a 9'/z'span is considered long,the tests are consistent with actual field data over 32 years. This includes the use in mountainous states such as Lake Tahoe, California,in which covers have carried 10'of snow load.Additionally,in 32 years.of manufacturing,no Roll-Up Cover has ever broken. Although.the Roll-Up Cover is not intended as a walkway it is suitable as a.safety cover, per the ASTM requirements cited above,when fitted by the installer with an appropriate locking'means on the jobsite. This is generally accomplished with a hasp 8 padlock attached to the leading edge slat(start of rolD. The.back of the cover(tail)is intended to be bolted to the concrete deck or apron. For this.size cover, at an installed weight of approx. 320#,this cover is considered unliftable by children. LABELING Due to the Roll-Up Cover's unique design and aesthetic,.it does not lend itself to attachment of ASTM labeling requirements.To comply with ASTM, installer is responsible for providing proper labeling, unless waived by Code Authorities. Submitted;by Bill Jaworski—Chief Engineer Great:Northern Engineering 11/20/00 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • r Map Parcel Permit# Health Division Date Issued RO Conservation Division Application Fee Tax Collector Permit Fee Treasurer Planning Dept. CZ r��3 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village Owner Address Telephone Permit Request Square feet: 1st floor:existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: 0 Yes ❑No On Old King's Highway: 0 Yes ❑No Basement Type: ❑Full 0 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ' Number of Baths: 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: ❑Gas ❑Oil ❑Electric ❑Other Central Air: 0 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 0 new size Shed:❑existing 0 new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded 0 Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use 1 BUILDER INFORMATION Name \J a 6� W e Telephone Number Address I `i a t i Qb License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C--4 T gAr-t to D UM P51 (- SIGNATURE DATE 1 13 The Commonwealth of Massachusetts -- Department of Industrial Accidents 600 Washington Street Boston,Mass. .02111 Workers' Co ensation.•Insurance Affidavit-General Businesses name: . -��#�� .►M(.: ':i?w�s�. .r`�'�f4.p �Rr'�• r �. ., y i v'y$.T1slq , address: CD `C L J —Tk i r eA �1 t? city. 1—rG to state: zip: O 203 8 . phone# 5 0.1b-7 40 —GO 2- work site location(full address): ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑RestaurantBai/Eating Establishment working in any capacity. ❑'office❑ Sales(including Real Estate,Autos etc.) ❑I am an em to with em to s full& art time [✓J Other ee : . . =�employer WI �providing workers' compensation for my employees working on this job.: coinuany nainet. - , ed"dress:• ... ,. > ..., city: Uhone:.#.::. t. I am a sole proprietor and have hired the independent contractors listed below who have the following workers' ' compensation polices: company name: "• " address:. -{ ,b•. e; f irisiirance co. - •; VNIMEMOMMOMMIN com"en. name:a address: City: pliOIIE:#: • iris r C. o�l Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the foim of a STOP WORK ORDER and a fine of$100.00 a day against me. I underatand that o copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certiALLinder the pains and penaltie of perjury that the information provided above is true and correct,J Signature (�/,V^ Date Print name �() t'l V1J EN b C�-t� . Phone J official use only do not write In this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department ! contact person: _ _ phone#-, ❑Other (revised Sept 2003) I 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 m 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 enferprise, 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 bean employer. MGL chapter 152 section 25 also states that every. state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence.of compliance with the insurance coverage required: Additionally, neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill in .the workers' compensation affidavit completely,by checking the box that applies to your situation..-Please supply company name, address.and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department.of Industrial Accidents-for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regar#eihe"law"or if you are required to obtain a workers.'-compensation policy,please call the Deparment at the number listed.below. . .. City or Towns . Please be sure that the affidavit is complete and.printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number.which will be used as a reference number. The.affidavits maybe.returned to the Department by mail or FAX.unless other'arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. , The Department's address,telephone and fax number: . The Commonwealth Of Massachusetts- Department.of Industrial Accidents offlee of Imsffgawns 600 Washington Street Boston,Ma. 02111 fag#: (617)727-7749 phone#: (617) 7274900 ext.406 I° 'i � OF THE Tp� Town of Barnstable Regulatory Services BAMUABLS, i Thomas F.Geiler,Director rcass. 9 039• Building Division �ATfD MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME MROVEM ENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142Arequires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: WTk-2i02 t'I^►�SK )4,tiZhAC J (AJ?)WE S 19 )"Estimated Cost 7- jV 00 Address of Work: LE S --CIA l 9-1l Owner's Name: Date of Application: I�-' �' o I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied [Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM[OR GUARANTY FUND UNDERMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. 1 Z 2 3 0 C� n \NR y%A•e_I JCS Date Owner's Name D . Q:forms:homeaffidav Town of Barnstable Regulatory Services NAM 039. . .:.Building Division .. -Tom Perry,B-dilding"Commis§inner 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: a-a 3 • oq JOB LOCATION: 4 5 Th-ra ArJ e O S�y A number ,,,, /I nn street village "HOMEOWNER": J h w W e kA4, x_ 50�)—724 0—(p0-2 8 name home phone# work phone# CURRENT MAILJNG ADDRESS: CO t_T 2D 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 Persons)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-Remit, (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. Si ature 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:forms:homeexempt TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map P �cel Permit# Health Division y ;01K Date Issued .`7/, ' / 3 " U � Conservation Division FI—S— J Application Fee Tax Collector ��� `�- d Permit Fee z SElPM SYSTEN@`UST a. Treasurer - INSTALLEC CON LIANCV v Planning Dept. WIT'- T n. ENVIR ,ONMEnl - DE ANC 4.0 Date Definitive Plan Approved by Planning Board TOWN REGULA ONS `a Historic-OKH Preservation/Hyannis m Project Street Address le,3 I_�z Village 61 Va E 01 L4f5;r- Owner 1h4 LOAM/ 6MM-6 i )AMWAIIT,3 Address Telephone ��- NO 60Z8 n Permit Request /(P X Ze> 7�-- � �e �' AM�, to/#,&►WS --Ana —6�1� / di N d t& eke Square feet: 1 st floor: existing 7W proposed 2nd floor: existing kg proposed Total new Vic) Zoning District 2�Q L Flood Plain Groundwater Overlay AID Project Valuation Y 20,0 k a Construction Type toobj_ A Lot Size ►`6- Grandfathered: )'es O No If yes, attach supporting documentation. Dwelling Type: Single Family � Two Family ❑ Multi-Family(#units) Age of Existing Structure f 93y¢ Historic House: ❑Yes O No On Old King's Highway: ❑Yes IdNo Basement Type: /Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) AMAe- Basement Unfinished Area(sq.ft) 210 Number of Baths: Full: existing new . Half:existing B new Number of Bedrooms: existing new Total Room Count(not including baths): existing !Z new—4' First Floor Room Count Heat Type and Fuel: Gas 0 Oil O Electric ❑Other Uo N Shin rviCG ag4 e. 7 V cis Central Air: KYes Fireplaces: Existing Existing wood/coal stove: ❑Yes No Detached garage:)4 existing new size Yk Pool: ❑existing ❑new size Barn:❑existing O new size Attached garage:❑existing new size 5A0 Shed: existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes *lo If yes, site plan review# Current Use Ilona_ Proposed Use _ e_ I BUILDER INFORMATION Name 1 &25 . S c-,i- -✓hn 5 Telephone Number 77�/✓ Address Bfh( QZ(f CPU, License# 6Z(v3Z- Home Improvement Contractor# 4- Worker's Compensation# V we, � S06310 �G1Uf` ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Z31V SIGNATURE A DATE - 6�' �t FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - - MAP_/PARCEL NO. r ADDRESS 1 VILLAGE 1 f I - OWNER 'r t �. DATE OF INSPECTION: , -y FOUNDATION ' FRAME -Z - D 4 - t INSULATION 1 D -/ Z FIREPLACE ELECTRICAL: ROws FINAL PLUMBING: RO> p FINAL z GAS: ROUGH '- m FINAL., FINAL BUILDING 4 N'a .Q .. Q rn CD Q N DATE CLOSED OUT �• .5+, _ r ASSOCIATION.PLAN NO. r i ' ,• 'r .. � 3. •.. •: Wit. •'� ,- •, � •• ,' . • The Comtnaniea�th of Nlassachuseits -_ ; Department of IndushzaT Accidents' ' 6Q0'Washington Street _ • , .� . D2�I1 . ~` Boston,Mass. , ,PYorkers'..C m ensation.Usnrance Affidavit-General Businesses1111 Bill MIM •;qs}9.• •iT+�=rnVar"!"" '� [• � < ,y •LY' Vb work site locatioai fii11 address s e: El Retail[] wst�aurant/Barffl, ng Establishment I am.a sole proprietor and have no one �us�?► a Office Q Sales(including Real Estate,Autos etc.) in anY capacity. tivorlang Si::do'lo'ees full&' art time: []Other I am an em to with ' / � ��%//�/////O%/�/ / r�%/i/%/%/// � 'ebmvensation for myemployees worlan njob.. r , p o this pro iding vjpr)�ers : t=P� •r t ,, :".. �i ':' •.r.,,:f'' 3' SIIa atL•�pl��r f =,.,t' f 1•ll�, try`,C'l:.•.i yt,ti:= :fi.' ':�.t,''r"RY �' :, .t •L•;0}r'' ''.' .i!r•.�:.•:•. ;t•{tS.�.� •7 . .'::. •_ •+'• .i 5. iit:(+••''S''.1{'{y'!.:'�rti�:i. '?i'l�iA•i,l•(• ;J::' .j'. /.i�. 3 � 1 •..., '.. r Yi,2t r .(•. ..�•'i' f'• ':j = t.; •• � r.5 + .1�• ... 1. 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'd•;.v' r•.+' •:3''•' t' S: '{ 'r: ,. •' _• .. : r •. .:r.',} t• `�,.,eryl l.::: t•' a�r+'•r"•:1{t NO. r •iZ}"�'•t':', • ,• ,: •'•t •... r ' ,t: \lrtKf+�qu i•i,ta#•:/;; ,• 3:••I: •+ i. ' r �i•i1 I' :i '_• }• . Cl .« ....� •5^ w 1•J yYS f, r ' ' L is �.St" .}i 4.. {.' �'t :.:� P t}. i.t�.r� ,�/fir;.• r:}it:'t �r 'f:r. ;}i•':• .,•.•�'�Yr it=' in`.• i.l }L ,�M1�. i t;. 'y:. .+'.' '•O�1C :#' r,�f:4: AN- . . :'q•�••:at. 1����////��/�/rf, j Y •.. i..' +/r.f.t r Vt. j\.•=a,y p�jlL j,:a j.!}:.. :`i47, :�: r laj'Ilj8nce co. Ji: r d'v• r.+ / r J } ' 't��4.ai'• t r+�•„`rt ; ','i i�.; ir" . .. L. .: sir.;. : ':Ir'••ieiiti ,• ,i ,•f? :'' •� r'j' t4" •'C' ri' ' ~:..' ' :1.•ti�„� '�•'.�,. t •<• •/ ;,qj*i% :hf.. '(: •: .� s.• t•/•i'm.ii. ,S {' •�,.� n..i'� tr+•{•±rt.r :'lf:s::}!<' ' ' ;.j•, :•p .t +iY 'S �•I f:i i ••l :t t: d'Ja.`f:' �'r •7- ,;r L.1:,;.t�,«:. L' ,rvY.�.• ,r ti.::• :`.it• 'Y;.<t••t Yii....i.• •° •, •r t; ,_• 'r • t'' •".j�'••�'�:•. bom 913• pau(e;Fr � •+';.: ','� ti .�•. 1. ( .{'r'1. •; . 8a(iI'ess: .r: •.r .r •p `• _ 't.". .ro..+ .ri. "•i•Ir,+y' . t;i'S• `, .f(;;�Lttf.,..i•i,r :L.:•.• ti .,�' :}: IS•.r, t. '\• i• ... �••• r^. .t� r.'a •,r' ��. } :j'•_ ;.4a• `• 'liuliE.tt: .. �«_ .....r•. t:•: ..' 1,^'t .:.`;• A:r. .' ?'4'r.+hi't:,1�L.t= 1. ��fir r.ia '• , �:•� .. :,L'.' 'Y•' {5t'K�?Jr\ 1 r:='..°— !.':.'tf' i:.•.: _ ' >ti•i-•i�'i�b:;�.:•�:.rr/'.' .p���� �'.,::'.P.�•r. S` :�: t•,�ij.�'Stt., rtr:3.5).�t•:S•%.11" O'L1C. a. •d��.i:�' •' ''•-' ` // insursncdcai Ines of a fine up to$1,500.00 an Fanure to secure coverage as required under Sectlon?SA of MGL+152 can lead to the imp osition of crlminalp or risonment as well as et4 penswes jn the fdYm of a STOP WORK o"BR and a fino of�100.00 a'day against me. T understand that}t one years imp be forv+ai ded to the Office of Inveitigations of the DUfor coverage verification. copy of this statement may . • + under the pains and penalties of perjury that the inform provided above is frue an co!ems ' I do hereby certify Date Signature • ' ..... hone# 7 � - priut name official use only do not write in this area to be completed by city or town officW permit/ilci n+e# []Building Department Licensing Board city or town ❑Selectmen's Office [}check if immediate response is required (]Health Department '[]Other phone#; contact person: (maned Sept 2003) , ' Informuafaon and Instructions' Geral L'aws chapter 152 section 25 regtiizes all employers to provi$c workers' eompez�sation for tlzejr MBSsaChllS ' issa ; As quoted-fromthe' w"., an employee is.defined as every person m the service of another under any contract employof hire''express or i:T e� oral or written.. arhoers association,co oration or other legal.An entity, or any Iwo or More of employer is defuied as an individual,p hip, rP the foregoing gaged'in a'joint enferprise,and including the legal iepresentatives of a deceased,employer, or the-receiver or artnershi association or other legal entity, employing employees. 'Howevei••the owner of a trustee of an individual,p P� fnore than three apartments.and who resides therein, or the,occupant;of the:dwelling hoes a bf dwelling fiouse ha�'�1Ot ersbns to do maintenance, construction or repair work on such dwelling house 6r on the grounds or another whc empib3'SF ent.be'deemedtobe 6 oy r bufidg appurtt thereto shall not because of such:employm empl er, ` f' `censin •ageno shall•withhold the Issuance dr renewaI MGL chapter'152 sectibn 25 also'statcs fhat'every state or Ideal h g , Y Of a license or pein?it to operate a business or to construct buildings in the.6nunonwealth for any applicant who has not produced acceptable evidence�of coinplian6e with the Insurance coverage required: Additionally;neither'the' ' p of its olitical subdivisions shall enter into any contract for the performance of public work untr'T commonwealth nor.any• P acceptable evidence irements•of this chapter have been presented:to the contracting Of compliance with t�e insurance requ authority r FEE Applicants. Pleasee hers''compensation affidavit completely,by checking the box that applies to your situation.,Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Departme it'of industrial Accidents-for confizmation of insurance coverage. Also'be sure to sign and date the davit should be returnedto the city or town that the application for the permit or license is being affidavit The affi requested, not the pepartment of Industrial Accidents. Should you have any questions regardifi thd`law"or if you are a.Workers.'•compensationpplicy,please call the D.epar�ent at the niunber listcA.below. t required for obtain , City or Towns • . , at the ttottom of the Pleasebe sure that;the affidavit is complete and printed legibly. The Department has provi4ed a space. affidavit for you to fill oi1t m the event the Office of Investigations has to contact you regarding the applicant. Please affidi a to fillip the dI O-at , e number which wii l be used as a reference number, ,The.affidavits may be•retmued tp. ements have been made,• the Departmentby or FAX unless other;arrang , The Office of Investigations would lt'lce to thank y'ou in advance for you cooperation and koi ld you have airy questions, esitate to give uS a'calL... please do noth " The Department's address,telephone and r: fax number. The Commonwealth Of Massachusetts- Department.of Industrial Aeddents DfUn of himsUptiens 600 Washington Street Boston,MR. 02111 fax#: (617)727-7749 ' .rr. �i�rn nnn.Innn _._t 'AnL DOUG WILLIAMS CUSTOM BUILDING CO. P.O. Box 1069, Centerville, Massachusetts 02632-1069 Centerville,Mass 508-775-1500/1-866-524-0070 NvNvxv.capecodhomebuildencom e-mail homebuilda@comcast.net ✓fie �anrimo'W'4 lli 0/✓uaaaae/ivaek2 r BOARD OF BUILDING REGULATIONS license: CONSTRUCTION SUPERVISOR Numbet�,_Q_a\ 016981 ' 3/0-7 47 -fin. ,I' 0 Tr.no: 18047 !( i. 03 0-7. 6 Resiggloted:��0_ ,� SE;.�- :I DOUGLAS L WILL PO BOX 1069 CENTERVILLE, MA 02632� Acting cdhmlsjoner MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2•. 0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE : 4-4-2004 DATE OF PLANS: 3-04 TITLE: 45 3rd ave, Osterville PROJECT INFORMATION: Cresendo Investments COMPANY INFORMATION: Doug Williams Custom Building Co. Box 1069 centerville Massachusetts 03632 775 1500 NOTES : strip and re-do existing dwelling and add insualtion and new heat COMPLIANCE: PASSES Required UA = 569 Your Home = 442 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------- CEILINGS 1764 38 . 0 0 . 0 53 WALLS : Wood Frame, 16" O.C. 2320 15 . 0 3 . 0 155 GLAZING: Windows or Doors 336 0 . 400 134 DOORS 42 0 . 350 15 FLOORS: Over Unconditioned Space 1780 19 . 0 85 HVAC EFFICIENCY: Furnace, 92 . 0 AFUE COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . 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 1250 of the design load as specified in sections 780CMR 1310 and J4 .4 . Date Builder/Designer �7�� -� ° `' i MAScheck INSPECTION, CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 45 3rd ave, Osterville DATE: 4-4-2004 Bldg. Dept . Use CEILINGS: [ ) 1 . R-38 Comments/Location WALLS: [ ] 1 . Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1 . U-value: 0 .40 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1 . U-value: 0 .35 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT EFFICIENCY: [ ] 1 . Furnace, 92 . 0 AFUE or higher Make and Model Number THERMOSTATS: [ ] Adjustable thermostats required for each HVAC system. AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 .511 clearance from combustible materials and 3" clearance from insulation. 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. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications . DUCT INSULATION: V ��@ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. 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. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) ------------------------- 'Town of Barnstable oF�E rokti Regulatory Services s $, STAN LU Thomas F.Geiler,Director %6 9, .�� Building Division ' - TfD p1Ai Tom Perry, MAing Commissioner 200 Main,Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ... .. . .. : . ;as.Ownet.ofthe.s.ubje.ct ptope-tty- 1jereby authorize .. �/ S to:act on my.be-half,. in all inattets relative to work auth0ii2ed by this building pest-appl cationtfot: (Address of Job) Sigaztute of Ownet ate VL Print Name Tow)a of Barnstable �f(HE fOjyy ' o� Regulatory Services. i Thomas F.Geiler,Director i A anxr�ss�Bt.E,$ . 33ui ,ding DIViS1011 HIED k Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 OffiGe: 508-862.4038 ' Permit no. , Date . AFBMAVTT �SWp MRNT TO PERMTrOVFMINT N�L CATIONS c.142A regtiures that the"reconstruction,alterations,renovation,repair,modernization,conversion, MGL or construction of an addition to any pre-existing ov,140r-occupied ymprovement,removal,demolition, b��g containin'g at least one but not more than four dwelling units to to structures walong bch�th other n o such residence or building be done by registered contractors,with certain exceptions, g requirements. /dyv� vat L+ Estimated Cost ,,,We of Work: 22ni lc�e o oi.Ile- Address of Work 3 , S Owner's Ln,� , Iication: `J 3 Date of App I hereby Certify that: gegistration is not required for the following reason(s): �ork excluded by law ' wdingUnder S 1,000 not owner-occupied ' [3owner pulling own permit Notice is hereby given that: OWN PERMIT ORDEAT�ING WIT)I MMGIS ` n�D OWNED PULLING TEMIRWoRyDO CONT�CTORS FOR APPIACABLE HOIM ROR GUAR.ANTX FUND UNDER 1YIGL c 142A, AC�SS TO THE aITP ATION PRO GRANT SIGNED UNDBRMALTIES OF PERJURY Thereby apply for apermit as the agent of the owner: N V RegislrationNo. Contractor Name ate OR Owner's Name r RESIDENTIAL ADDITIONS OR ALTERATIONS If loc ed: ' North of Route 6- any work visible from outside- needs approval from OKH In Hyannis -If work visible from outside- Check to see if it's included in the Hyannis Historic Waterfront District- if so it needs approval from them ❑ - If ZBA.relief:(Special.Permit or Variance is required for project: ❑Copy of ZBA Decision ❑Documentation proving that decision was recorded at the Registry of Deeds w/in one year of ZBA decision date. AP ,LICATION PACKAGE MUST INCLUDE: E' Map/parcel number Approv9Health gn-offs from: 01" Conservation(if exterior work) ❑ Tax Collector ❑ Treasurer Street address Owner's name & address [Permit request- full description of proposed proj ect� �Square footage -proposed project Estimated-project cost []'Comp1 =Bw-el -formation for Assessor's Office [�Builder's information Signature [ Plot plan(shows location&setbacks of house) [� Plans-4 sets measuring 11"x 17 fully dimensionlized with foundation, floor plan, cross section, framing schedule &smokes, with a Red S (SB or SH) Home Improvement Contractor's Affidavit- Worker's Comp form must include: Insurance company's name &Worker's Comp. policy number [� Energy Compliance Form Copy of Construction Supervisor's License&.Home Improvement Specialist's License OR ❑ Homeowner's License Exemption Form. ❑ Application Fee ❑ Permit Fee - CHIMNEYS _ Need HomeIipP rovement License - ❑ No plot plan-required PIERS &DOCKS'-' _.._. ._ . .. ❑Need Construction Super license.AND Home Improvement License Owner cannot pull own permit (l* Property Owner must sign Property Owner Letter of Permission. q-fomis:pemits1 tee.. �nninv _O` '°"ti The Town of Barnstable BARNSTA-CM f.a ASS. - Department of Health Safety and Environmental*Services :MA f634• `0m p'FO'A 0, Building Division 367 Main Street,Hyannis,MA 02601 office: 508-8624038 Tax: 508-790-6230 PLAN REVIEW Owner: l 'Ir2I.:�¢-vi A 6 Map/Parcel: 0 2- 3 ``� �� e Project Address: �' Builder-I—I The following items were noted on reviewing: )30 Liz I"- QY 0A ia V- 0, a JE �j (7j �r -� Sleel �t' v ar , ' r9�Reviewed by: Date: T'x,3—'64— q:building:forms:review RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE a� New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building-Termit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 2 square--feet x$96/sq.foot= b 2 U x.0031= 5. 2 a plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE ` , square feet x$64/sq.foot plus from below(if applicable) GARAGES(attached&detached) LLL square feet x$32/sq.ft. 2 x.0031=_LL LZ. ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 -- >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: - --- square feet x$96/sq.:foot= x.0031= STAND ALONE PERMITS x$30.00 Open Porch = (number) bD Deck x$30.00= �� - --(number) Fireplace/Chimney` - - x$25.00= (number) - Inground Swimming Pool $60.00 I Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) �� Z Permit Fee y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Iyc-100 a !, Map -' Parcel Permit# r , Health Division 641 4/lP Q� Date Issued Conservation Division s Fee Tax Collector Treasurer Lie '1,r) Planning Dept. Checked in B Date Definitive Plan Approved by Planning Board Approved By Historic 0t fl ati Project Street Address -thni Ave Village ��� ✓� Owner 0'014 w21,UJ z 1Z Address Telephone j� _ �`f� '-(a��—�S Ce ) c�c'v�SS Permit Request o c il" c l 52G e�iIa g�_ Square feet: 1st floor: existing 3 2-0 proposed 2nd floor: existing proposed Total new Valuation 6,00 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure ­70 YA Historic House: ❑Yes )9Qo On Old King's Highway: ❑Yes �Woo Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other VJ, A Basement Finished Area(sq.ft.) IV14 Basement Unfinished Area(sq.ft) 40 A Number of Baths: Full: existing ',!new !ew Half: existing new Number of Bedrooms: existing 1 4 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other LCentr9CAir: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No ;Detached garag.: existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size At tachkgarage:imexisting *4ew size Shed:❑existing ❑new size Other: c Zoning @gard of Appeals Authorization ❑ Appeal# Recorded❑ Commdr,cial ❑Yes kNo If yes, site plan review# Current Use PC Iv Proposed Use 1V0 BUILDER INFORMATION Name NJ<D�v,• Wei d e C� Telephone Number Address License# i Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4wA'( 3Y DEmo &_0n,eAA1 Li _ � SIGNATURE DATE FOR OFFICIAL USE ONLY � �f ill PERMIT NO. . Dkrtll SSUED MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL, GAS: ROUGH FINAL i FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. " The Commonwealth of Massachusetts Department of Industrial Accidents 5 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 Leidbly Name (Business/Organization/Mvidual): - Address: Z/l 0 C¢v%e..L i>_, AV 20 3?_ - City/State/Zip: Phone Are you an employer?Checkthe•appropriate box:. Type of project(required):- 1.❑ I am a-employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full•and/or part time).* have hired the sub-contractors 21 am a sole proprietor or partner- listed on the attached sheet $ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We area corporation and its 10.0 Electrical repairs or.additions required.] officers have exercised their 3. I qu a homeowner doing all work right of exemption per MGL 1Y.❑ Plumbing iepairs or additions workers' co c. 152,§1(4),and we have no. 12.❑ Roof repairs myself. [No mP• eP insurance required.].t employees. [No workers` 13.[:1 Other comp.insurance required,] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: 'e t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp:.-policy inforam ion. lam an employer that isproviding workers'compensation insurance for my employees.•Below is the policy and job site. information. Insurance•Company Name: Policy#or Self-ins.Lic. #: Expiration Dater Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number andexpiration date). Failure to,secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$.1,500,.00 and/or one-year imprisonment, as well as,civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to.the Office of . Investigations of the DIA for insurance coverage verification. I do hereby certify under />the �,pains and penalties of perjury that the information provided above is true and correct W Si afore: ' w� Dater �' Phone# 5Z 9— 7 q b Official use only. Do not write in this area,to be completed by city,or town official City or Town: Permit/License# L Authority(circle one)d of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector r t Person: Phone#: Information and Instructions. Massachusetts General Laws chapter 152 fequires�all employers to provide workef compensation for their ctuof hire, pursuant to this statute, an employee is defined as ...every person m the service o any 'contract or implied,oral or written." An employer is de aS`:` du�..p�MJp�:association,�rporation or other legal entity,or any two or more oyer,or the' of the foregoing.engaged in a joint enterprise, and inchuiing the legal representatives of a deceas empiHowovez tl}e receiver or trustee of an individual,partnership,association or other legal entity, employing employees. owner of a dwelling house having not more than three aparanents and who resides therein,or.the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair woikvn such dwelling house or el 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 Tenewal 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 In coverage required. ter 152, 25C states `Neither the commonwealth nor any of its-political subdivisions shall Additionally,MGL chap .. § (� . ance of public work until acceptable evidence of compliance with the insurance enter into any contract for the perform 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-contractor(s)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 Depar(meiit of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' the number listed below. Self-insured. Self-insed companies should enter their compensation policy,please call the Department at . 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 permitlhcense 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 and under"Job Site Address"*the applicant should write"all locations in (city or policy information(if necessary) 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 of that a valid affidavit is-on.file for;future permits.or licenses..Anew 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 s Office of Investigations a .600 Washington.S pet� . Boston,MA 02.111. ` Tel. #617-727-4900 ext 406 or 1-.877-MASSAM Fax#617-7274749 Revised 5-26-05 www.mass.gov/dia i �� � G�-� w� v �� l, �-r.eta r.i h l � �- l� S � ,..,,e ,G-�-e Cis l-�� �u.� �Z.� � � J � w L 0�./r�/t,✓ (/1 � �'_ � -oS I I r i oft r Town of Barnstable Regulatory Services Thomas F.Geller,Director • snxtasrm""M 0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us :fice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE E%EIVIPTION Please Print �< j DATE: Ik A JOB LocnnoN number street village w 5 -7yo—ror�2� C�) `HOMEOWNER'• `amp�''t home phone# work phone# name CURRENT MAU WG ADDRESS: 41 G caj� 2),e city/town state up 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. . DEFIIIITION 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 reonsible for all Stich 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. Si L 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 ERENIYTION The Code Mates that Any homeowner perfommng 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. f1�,c•herreee+.Prr+nt i Town of Barnstable Regulatory Services BMWSTABM PS& Thomas F.Geiler,Director i639. `�� 'OrE039 a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 September 9, 2011 Valerie J. Marolda 44 Babe Ruth Dr. Sudbury, Ma. 01776 RE: 45 Third Ave., Osterville, MA, Map: 140 Parcel 002 Dear Property Owner: It has come to the attention of this office that a hot tub/spa has been constructed at the above referenced address without the benefit of a building permit. You are hereby notified that the hot tub/spa is in violation of 780 CMR and you are ordered to immediately bring the property into compliance. Compliance may be achieved by obtaining the proper permits and subsequent successful completion of all necessary inspections. Thank you for your attention in this matter. Please do not hesitate to call with any questions. Respectfully, aeYLLuzon Local Inspector (508) 862-4034 f TOWN OF'BRSTABLE BUILDING PERMIT APPLICATION Map/D ParcelOV�L ro"IN Permit# 0 40 1 Health Division 0 , 4 (o S�—� 5 4R'VSrA8 LE Date Issued �4 Conservation Division .->6z6a2 lo �� PH 4: 29 Application Fee Tax Collector Permit Fee . Treasurer 1` DIVlSlOfd ,S •.IC SYSTEM €AUST BE Planning Dept. tNv T- LLMD 1€4 COAAPLIANIly Date Definitive Plan Approved by Planning Board WITH TITLE Historic-OKH Preservation/Hyannis 6 OWN RC ' Project Street Address _ y5— h J rot ✓e.— Village 615I-«vr le. Owner Ja n W ektvt'1119 Address �l OG7 D�1442 b2 Gi�r/cl�► Telephone S^Og — 7zz�0 Permit Request PERtMf 7— FoRe �� 021 vAC y EL"CZ= Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay —Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑-No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use _ I / BUILDER INFORMATION -Name— \/a g 'Telephone Number S-11b --7VV Address 14 C'a/f 2�- License# �Yovu k��`✓ f'Yl� 0203$ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE l A FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED i MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION o - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL, GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT) r ASSOCIATION PLAN NO. i s; - The Commonwealth of Massachusetts Department of Industrial Accidents - _ M _ 600 R'ashington Street ' Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit-General Businesses V�r ViIIIII1 r r� ������ . r MEM name �l y[,i:N:..,::j'�;e;��••`j,� - ... ., � ... .• - � _;, . -address: G - state: /��} zi 20,3 a hone# / w site location full address I am a sole proprietor and have no one Business Type: Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Once❑Sales(including Real Estate,Autos etc.) ❑I am an em Toyer with ein 1 ees(full& art time). ❑Other I am an employer providing viprkers' compensation foamy employees working on this job. com any name: address: �:. ;E> J. city r phone fh J I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: coin-'en namei: "' ' Z. city:. :5': t, 'ohcv:# insurance co. 1 • /// ///l/ / / / %/// / com-en.•iieufe:•k'� - •'.,• .. - r address cifv .. one_# �.: - a• insurance co.::r. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or. one years'imprisonment as well as civil penalties in the form of s STOP'wORX ORDER and a fine of$100.00 a day against me. I understand.that g copy of this statement may be forwarded to the Office of Investigations of the DIAfor coverage verification. 4 I do hereby -der f hie .n and genalties oJrVerp'yry that the information provided above.is true and correct Signature LM11 Date ) 2 o y � w , We�� Phone# J�^-7'4 G0 ZS Print name - official use only do not write in this area to be completed by city or town official city or town: permittlicense# [)Building Department ❑Licensing Board ❑check it immediate response is required _ ❑Selectmen's Office ❑Health DepartmenJ contact person: phone#; ❑Other - _ (revised Sept 2003) �i"•s�—n+u. - --ram a' _ r 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 contract - of hire,express or implied, oral or written. An employer is�defiimed as an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or _ • ', trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or . building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. SEEMS Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. .Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Pleas ebe 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 perinit/license number which will b'e used as a reference number. The affidavits.may b.e returned to 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. } 3 � _ L 1be Department's address,telephone and fax number. . , The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imsugauens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617).727-4900 ext.406 FZME THY. Town of Barnstable Regulatory Services B"NSPABLE, ; Thomas F.Geiler,Director MAn 1639. a``� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: r-164CA Estimated Cost Address of Work: �s TGtt�( �N� S�rr f,r�le 414 Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied RrOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. y 22•o�_ nRCA) Date Owner's Name Q:forms:homeaffidav I Town of Barnstable Regulatory Services t sn MASS. Thomas F.Geiler,Director cam+ Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma:us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 4- ZZ'0 g JOB LOCATION: 9 Tti t r,k /IV Q number street village "HOMEOWNER": SO A,ti tA/t"t I I SD Jj--7 name home phone# work phone# CURRENT MAHING ADDRESS: I`4 Co(f 2d :rat r.le-1 I ON t� o Zo 3$ city/town state zip code The current exemption for"homeowners"was extended to include owner-occu-pied dwellin s 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. Signa 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 i09.1.1-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. T 76.1' 75.8' K �� Li►A y, + n.9 75.0' 75.4' + 75.1' �..•P � � 1 719419 `{ / 219.57 N �Aa � w 74.T 78.7+ w. \-\ 76.6 541 1 74.5 78.T + t � � 31 75.a 1 76.9 75.8' t tb t \ ' EX19TQ4�'G k pGoposVD ARAGE 4$ \ 77.4'+ \.\ / 74.0k Dv/ELLIN 75. .. 75. 1 YROK4�� I, 75.9 DE rr q a,. 6 :iVILOPO51D ?`1 N 76.7 78.a 1 - 7 •° r 0 74.7+ 75.01+ 1 \ ti u 73.3 + 73.61 \� 1 h 1 75.8'+ \ 73.8' 73.8 73.8+ \ \ � JAV 7G GAgpGE \t 75.T+ \ 73. 1 74.5+ ' \ 142.41 73.31+ G�sT�v� �rt.e� �cq•�- i 1 . f s i tie A jot ��tCW- ISo A . . I *oft 14 'Vol . AG w oc 9�� RdL" • FENCE CO. OF CAPE COD 123 FALMOUTH RD. RTE. 28 HYANNIS, MA 02601 call toll free MIDDLEBORO, MA 02346 775-4124 1-800-582-5020 947-1653 GUARANT a The Reliable Fence Co. SOUTHEASTERN/CAPE COD, INC. hereby guarantees to its customers that all materials used in the construction of our wooden and metal fences ; shall be of the specific grade stated in your written contract with absolutely no substitutions. We further guaranty the installation of all fences, erected by our experienced and qualified crews,,to be in accordance . with usual high fence contracting practices and that our fences will maintain their full use in winds, at least up to hurricane force, as determined by the standards set by the United States Weather Bureau.no g Milk-ram' .'S:c "'A sx�k s ;,•s $ . a FT Q- -`— ems!ARE--T P•-F.AT- LATTICE TOP CEDAR BOARD FENCE 9�. Square Posjl: An . . .. ,. •���j��a1 :I,1 :!� � III •1i�,�1 The Boston The Williamsburg The Philadelphia FENCE POST CAPS FLAT • PYRAMID .,ram•, � \ • CLASSIC DENTAL WORK l 1 1 I II IIIIIIII IIIII ) III r Board Fencing v,j v, •�I it , �I I � ' � ' r (�irn� rrr A tj' I �i ( III �• I I I 1 ° I I I I The Ben Franklin yyII I II 'u The Geor W h'n t o ge as r g o with Boston.post 77 YI 77, I I,.,i I. I ItJ I I I I I I 1 1 1 i i li I The Concord The John Hancock with round post III � �, r I �• � .,; D i Spaced Picket Fencing II I JU V►.,,•y� dL ' ' I� The Martha Washington with Boston post This highly decorative type of fencing, as its name indicates, is constructed with 1 spaces between the pickets. For a charming early American look you may choose the Martha Washington,with a Boston post.Below is the Betsy Ross,with an unusual scalloped picket design and a Williamsburg post. In the boxes are alter- native selections, the Dolly Madison and i I I I I the Molly Pitcher. '4tt The Betsy Ross with Williamsburg post The Dolly Madison The Molly Pitcher g�1�DING DEP 2p19 WN�F gARNS�Ag`E Barnstable Bldg.Dept. j� ApprMd by: Permit#: 19 -JS2-7 PERMIT SET THE - MAROLDA RENOVATION Progressive Designs . � � OSTERVILLE MASSACHUSETTS Falmouth, MA 508-566-5348 OCTOBER 4, 2019 19MWIN6 L15T MCHITECTUMAL 0MWIN65 Abbriviations COVPP 51-11�PT Al PMPIOP PLPVATION5 ADJ. ADJUSTABLE EX EXISTING FTG. FOOTING PICT. PICTURE @ AT A2 FMPIOP ELEVATION AN17 WIN19OW 50fl9LLF ASPH. ASPHALT EXIST. EXISTING GALV. GALVANIZED POLY. POLYETHYLENE CL. CENTER LINE AWN. AWNING EXP. EXPOSURE GARB.DISP. GARBAGE DISPOSAL PROJ. PROJECT S.S. SIX SHELVES AI FOUNnA110N PLAN BLDG. BUILDING EXT. EXTERIOR G&N GLUED&NAILED RAD. RADIUS L. LINE BSMT. BASMENT F.G. FIBERGLASS G.L.L. GAS LOG LIGHTER RAFTS RAFTERS 1 RAS ONE ROD-ONE SHELF A4 1 G I P5f 1 G LOOy PLAN BTM. BOTTOM FIN. FINISH HDR. HEADER REFRIG. REFRIGERATOR 1R-2S ONE ROD-TWO SHELVES f� CANT. CANT LEEVER F.J. FLOORJOIST INT. INTERIOR R.O. ROUGH OPENING S4S S SURFACE ACE FOUR S DELIS A5 5PCOW PLOOP PLAN C.J. CEI A6 POOP PLAN JOIST FLR. FLOOR JST. JOIST R.S. ROUGH SAWN 2S TWO SHELVES ^� ^I, CLG. CEILING FLOUR. FLOURESCENT KITCH. KITCHEN SEC. SECTION 5S FIVE SHELVES 1 CER CERAMIC FTG. FOOTING L.V.L. LAMINATE VENEER LUMBER SHWR. SHOWER 2W TWO WIDE A7 FIPST FLOOD FPAMING PLAN CHIM. CHIMNEY GALV. GALVANIZED LAV. LAVATORY S.L. SIDELIGHT 3W THREE WIDE C.M.U. CONCRETE MASONRY UNIT GARB.DISP. GARBAGE DISPOSAL LIN. LINEN SLOP GLIDER 4W FOUR WIDE AS SPCONn FLOOD FPAMING PLANC.O. CASED OPENING GSN GLUED&NAILED LIV. LIVING STA. STATION SW FIVE WIDE COMB. COMBINATION G.L.L. GAS LOG LIGHTER L.S. LAZY SUSAN STD. STANDARD W/ WITH A9 --N0T INCLWE12 COMP. COMPACT HDR. HEADER MAX. MAXIMUM STL. STEEL CONC. CONCRETE INSUL. INSULATION MBR. MASTER BEDROOM STRUCT. STRUCTURE AI O POOF FPAMING PLAN CSD. CASED INT. INTERIOR M.C. MEDICINE CABINET T.C. TRASH COMPACTOR CT. CERAMIC TILE JST. JOIST MICRO. MICROWAVE T&G TOUNGE AND GROOVE All 13UILnING 5E:C110N5 DBL. DOUBLE KITCH. KITCHEN MIL. .001 INCH TRANS. TRANSOM nG DET. DETAIL L.V.L. LAMINATE VENEER LUMBER MIN. MINIMUM TRAP. TRAPAZOID Al2 t2l f&5 D.H. DOUBLE HUNG LAV. LAVATORY MISC. MISCELLANEOUS U.L. UNDERLAYMENT DIA. DIAMETER LIN. LINEN M.O. MASONRYOPENING UNEX UNEXCAVATED AI3 nPTAILS DISH. DISHWASH LIV. LIVING NO. NUMBER WASH WASHED ON. DOWN L.S. LAZY SUSAN N.T.S. NOT TO SCALE WD WOOD DRY. DRIER MAX MAXIMUM O.C. ON CENTER W.F. WIDE FLANGE A14 MA5TE:P BATH -FNLA 6W PLAN AW PLFVA110N5 E.A. EACH MBR MASTER BEDROOM O.H.D. OVER HEAD DOOR W.H. WATER HEAD AI 5 2Nn FLOOD 13ATH5-E NLA (A'Q? PLAN AW PLE:VA110N5-Not included ELEV. EACH M.C. MEDICINE CABINET OPNG. OPENING W.W.M. WELDED WIRE MESH ' ENT. ENTERTAINMENT MICRO. MICROWAVE P.C. PULL CHORD A16 t;NTI:MTAINMPNT MILLWOPK& LAUNIWY E NL 09FLAN & E LMVA110N5-Not included All FIM5T FLOOD PPFLMCTW CEILING PLAN -Not included A18 5ECON12 FLOOP IZTFLECTW CEILING PLAN -Not Included 19W00flON 17PAWIN65 n0 FOUN12ATION 19EMOWON PLAN 121 FIP5T FLOOD t)EMOLMON FLAN n2 5ECON17 FLOOP l2WG 110N PLAN KITCHEN 1?E516N KI KITCHEN PLAN ANn ELEVATION5-Not Included 5TPUCTUMAL A5AP ENGINEEMING -LETTEP 17ATE17 A1,61,15T , 2019 WOOn 5TMLICTUPE5 t7MAWING5 W51 IIO W0017 PPAME CON5TMUCTION t9ffAIL5/50fPnl EV CHECK 1,15T W52 5NEAM WALL CALCULA110N5- FPONT ANI9 P16K ELEVAWN5 W53 5IEAP WALL CALCULATION5-PEAR ELEVAWN5 $ $ I� I Ir P I I N m m g In ...:.:..:.. am�c�A IIIIIII iI g.IIIIIIIIII1IIIII IIiI�s� � ®®0�m•a 4=—mm IIlIIIIIIIIIIIIIIIIIII IIIuIIIIIIIIII�IIIIIIIIIIIIIIIIII IrIIIIIIIIIIIIIIIIIIIII �Gl i�IIIIIIIIIIIII1II1IIIiII1 �II�IIIIIIIIIIIIII1I1IIIiIII nIB� •� o Q b -��`:jiIIIIIlIIIIIIIIIIIiIIIIIIII II �_��n II1IIlIiIIIIIII1IIIIi o�--._=-..I I 1r1IIIIiIIIIIIIIIIIIII..—_--.pS -= = -_-_--.-- _-� bN� - o��_00o0 x_-- ' A -F R- . IIIIIIII1IIIIIiI Ii B IIIIIIII1IIiII i AI I R1 mxi o Is I m>OOZ , N m °m o I? mo 5F .................. _ .... EE ___________-----_ ...,.- ... _......_......-:::a In ... ... . � -. la a 4 '$ Progressive J a:.r DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE EXTERIOR ELEVATIONS D e s i gn s OF PREPARED BY: DK 45 THIRD AVENUE . 18 FILE NAME: OSTERVILLE, MASSACHUSETTS 508-5e6-5348 SCALE: +/+' V-e ------------------------------------------------------- NOTE. CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR HE PERMIT SET VERIFICATION AN COORDINATION OF ALL DIMENSIONS, ROUGH OPENINGS, ELECTRICAL HVAC STRCTURAL SYSTEMS.o > > e u ALL CONSRUCTION SHALL COMPLY VATH FEDERAL, STATE AND 0 r LOCAL BUILDING CODES OID icn ITT 1. 11 i� i i i81 m m B o I8 I I I>� b m I .¢ I I I I IFI . D I I I II II -n I I _ III II 4 Fi! - wa z -------- i I =F i li 6H ii ii � Di Hggii � I 93 REESE I II II saQsas2shizdd i I I I I II II II I 2 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE EXTERIOR ELEVATIONS D e s i g n s OF PREPARED BY: DK ' 18 FILE NAME: 45 THIRD AVENUE OSTERVILLE, MASSACHUSETTS sos-ssr-s.sae -- ----------------------------------------- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: +/+•• 1'-0• ---------- - VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH r,, 71 PERMIT SET OPENINGS,ELECTRICAL HVAC R STRCTURAL SYSTEMS. A2 o is a u �, ALL CONSRUCTION SHALL COMPLY WITH FEDERAL, STATE AND O.1;.ch LOCAL BUILDING CODES Om Dx m a i i,—F+fH 111 i p bb gSg � I oil I ' � k Im x m� 4 ;_......._.z O O i O 8Q im5 og'p0 IS nDi 0 i> 19 O ........_..._....._._ . ............. mz Uzi m Z _ . --............. lu'llz.-- _ � g di ------ i � �i P : a I _n r r z4•.r S m N �; 03 Z z O z p w n� n p -n '' \ A 6i m S i ® m g CF� Z < mR � m� � "� z ���III ID D 2 a m �m yummmy m o8 z rn m DO n/oS�� m °0�00 p m X co Z O �D Oi��ox m0 � �p 0 m c_ m Imo ES m �_� O 9 z day F� g��� _ - n u ' o -m$ (�6"m �� m �. w;m am �wom z D m F r�, ®x mmFF�gm�_ - �- vo' . So $r: jG�c O r m v f 8 S m x� m o g �a"P�,y:�N S am�n m u D 2 c- tY R�X� a °r ti En UPLIFT n Z m O 3 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE FOUNDATION PLAN Designs OF PREPARED BY: DK 18 FILE NAME: 45 THIRD AVENUE OSTERVILLE, MASSACHUSETTS 5o8.566-5348 SCALE: 1/4"-V-Cr ---- NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE A3 PERMIT SET VERIRCATION AND COORDINATION OF ALL DINENSONS, ROUGH rrcEnll OPENINGS. ELECTRICAL HVAC k STRCTURAL SYSTEMS 0 1 3 e 1s ALL OONSRUCRON SHALL COMPLY WITH FEDERAL,STATE AND 9a etch CONSTRUCTION LOCAL BUILDING CODES 1 1 F1 �G)�mX �Z mo E ------------------------'� 00 III m` c 1_, re x 1 v za 4I AZ 1 ❑ g .m �x a, I I fIX Z 1 °— z 4 iz I I I ' � I Hill m Le 3� O 1 , -------------� ---------- ----- ' = I! j —"�---------� m3 , m Gop�TDOOR 1 g 08 I I I I � L .o 0 8 i I < u ql 'i,i--- �— ................ O O O O I� O O O O O 7-1Z 2•1058• 2•.108• 2'.108 5'0 24'-2' 234• ,. ® O y w u m IN II _ O ;O � 5HM r m � a�i O �p� �mQ� rn Z A 0R 99 0 m 4 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE FIRST FLOOR PLAN Designs OF PREPARED BY: DK 45 THIRD AVENUE 18 FILE NAME: OSTERVILLE, MASSACHUSETTS soa-sss ssae SCALE: /,c-P-cr ----------------------------------- NOTE. CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE AL. PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS ei ROUGH °1`i"ti OPENINGS,ELECTRICAL HVAC k STRCTURAL SYSTEM& 1^ o f a e u �? r ALL CONSRUCTION SHALL COMPLY MATH FEDERAL. STATE AND h LOCAL BUILDING CODES ..........I 0 0 0 U) 0> z G) rn g M figi > �l'" . 1 11 M i 1-7,-, @ CD ImIm I 4 PT. 7n , Im 10 I -n M �rn 0 x ;a lz ----—------—--------- Z, .. .... . .................................. 4 Fr.4 PT. 0 1 0 1 m oiI n i 01, ,------------------------------------------ SCOPE OF WORK z z II II m Zm 0 r4- 0 -Z 0 0 0 a .x 9 03 P P , mo 5 Progressive DATE: OCTOBER4,2019 THE MAROLDA RESIDENCE SECOND FLOOR -PLAN e s i g n s OF PREPARED BY: DK 45 THIRD AVENUE 18 FILE NAME: OSTERVILLE, MASSACHUSETTS 5o8-566-5348 SCALE: —————— NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE A5 PERMIT SET VERIFICATION AND COORDINATION OF ALL DWENSIONS,ROUGH OPENINGS, ELECTRICAL HVAC&STRCTURAL SYSTEMS. ALL OONSRUCTION SHALL COMPLY WITH FEDERAL.STATE AND —fill vll�rh CONSTQUCTIO LOCAL BUILDING CODES a� ab� 3b EmTm P12 a� a� b E)USTM E)GSTM bey 1:12 au p a� ab� 3b -�—�-_ zau E&ST b m 0:12 EmTJG E%ISTDO b _---0.12 b 5:12 912 (� rn ......... .... .... ..... ___.._ 9�I emTm b m 20:12 ..... .._.........___............ _... - _.—.—....._..... _ by� b nEW NEW j1 ,ym .__.___..__.._........ p= ------------- .............................._......._..........................____.................. ................................................................ ---------------- _ ____._._ . .. Tom. _...._.._...._.....__.____................. _ _ y —._.__._...__—.— I —--------__._......_...... — s ' I ................ : i z 6 Progressive DATE: OCTOBER 4,2019 THE MAROLDA.RESIDENCE ROOF PLAN D e s i g n s OF PREPARED BY: DK 45 THIRD AVENUE 18 FILE NAME: OSTERVILLE, MASSACHUSETTS So8-566-5348 SCALE: I/4" V-0' -----------------------------------�� -" NOTE CONTRACTOR OR SUPMSOR RESPONSIBLE FOR THE A6 PERMIT SET MMnCATION AND COORDINATION OF ALL DIMENSIONS, ROUGH �Trd#Ir OPENINGS, ELECTRICAL HVAC do STRCTURAL SYSTEMS. o a e Ta ALL CONSRUCTION SHALL COMPLY WITH FEDERAL, STATE AND 1, LOCAL BUILDING CODES cunsrnu„c.nn CA c r, N ® C. r � m m D z m r D-6' r N r N N IA :..'.._....._.__......_.......___....._ _..........._.._.._.................................... O `- D o W o 0 Z G) Z D Z � i I 1 I 1 I I; Ili � !II Ili n I; II : r�R I III I11 jl �y5O�yy I it :II I I ill ; I i II: j :I 1 II, 8 R ; ; -- ---I ; - - - �8 ; ! r I I m II � e I-=------------ I a I d Illi I- ------------- II! l Ili II: ' ;II ICI: L................................................................__..._....._......_.._..-- _...._......-- -II L n � (3)2X1:eEMl = p m .......................__..___....._._......................-: ._._.......- --_.._....__.........._...._.; n Z V w nl ,n ■ I r w III I ® o © z ■ ox=5 ° H x '�� ���s=� m ■ � ■ Z x9 o� mo � O I� PA r, oCy mZ_Cy8�� r ■ �vnm �m .n O; 19 gmZOD 01 ■ ' • O y�0<O'a 01 x 82 m �^ o r N U+ pq m m rFFn g rn r tl� r S D z m m D K N E D Z 3 O CO A D � m m 7 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE FIRST FLOOR FRAMING PLAN D e s i g n s OF PREPARED BY: DK 45 THIRD AVENUE . . 18 FILE NAME: OSTERVILLE, MASSACHUSETTS So8-5e6-534e SCALE: 1/4!-i'—w ------------------------------------ ----- NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH e,tliali AT OPENINGS,ELECTRICAL HVAC R STRCTURAL SYSTEMS a F s e 17 ALL CONSRUCTION SHALL COMPLY VATH FEDERAL, STATE AND �� rkk LOCAL BUILDING CODES c o e s t u u c t s o c y m N ® C m D p i�-. 0-a•r m . II U) N _.._.._ b c i m li f N W i � o is C O r•— s � i l I D o G 1 is N � II W o O r— o i 0 i Z i Z i Z I.I G) i i is _._._.._._.._......__! _._.._..,.____._._.._..___---._.____.---._.._._.._.._....____._._._.._....._............._.,_._....._. II;I ij. I: �� ■ I i I g ■ l I !j ■ i i- ■ al II I� II i i m ■ 'li ii ■ .Ii ! ----1 - .:,.. .._._.._ �� ■ I I�III' I i I ■ DE ■ •I a..__...._. y av Iill � T. ���� ■ .., h O II!I A y � ■ � 1; n I"I , ■ illlli l ��m� : S� ■ II o liil m ■ I. N 01 lilt ■ _ ■ o ai Till ;; � a Ild _..._._.._._.._._..:.:_.._.---_---------- ILL ■ I ^I �; ■ I i j!i� I '� ■ I I ! i IJpI� \ ■ I I I-1 ;I €._.._.. I : m ' o A I r; 0 J I 9 •.i ! ! m w - „ II -� m o m m ■ I O oxcY� oT� m ■ ■ ■ m RHO - 0 i IMP zr �' H x m _r m m �i'OfpNn� m X Otp mo ■ - • 'l �tl� C um) oA oo m � �2m ■ I � �,ffnT�r®/� PTA "0 In N rGG N m m r tfF� m y3�, 0 m O m FF EDm D m D m �S mD N 3 r m m C) D 3� ® �'m K W m 8 Progressive DATE: OCTOBER 4,201s' THE MAROLDA RESIDENCE SECOND FLOOR FRAMING PLAN D e s i g n s OF PREPARED BY: DK 18 FILE NAME: 45 THIRD AVENUE OSTERVILLE, MASSACHUSETTS 508-566-5348 SCALE: I/4•■I'-.W ----------------------------------- N01E CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE AQ PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS ROUGH endnll V OPENNGS, ELECTRICAL NVAC a STRCTURAL SYSTEM& o 1 a ■ 17 ALL CONSRUC710N SHALL COMPLY WITH FEDERAL STATE AND eleli caysT•,;cTzoN LOCAL BUILDNG CODES 0 c W m mNCD 1 m C7 m m m r I� D z in T O-4' T to '•� N N IA p a , .. ........[............ .._.._._...._. .. .__._._._ m ._._._..._._._...: ......_. _..:,...._.....O m O O ; _._._..._...___..._....__..._._.._....._._..-__._.._.. , , . ..'� !! !! 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W li !! - I ; 81EEL BEAAI'BEHI' LVL aTRL..L DOGE PERABAP LETTER D:ITED AIGIBT�,]DiB --soon mo■■■ ■■M so ■■f--n-y—POST rill . o e r � T � 8 � n LTO RAFTERS O ta'O.G ® 0 © o i �pN - C)zm ■�_pp7b<n. �m_gTT0nn�0CYo� ��m� ■■■ II mO A m x�y ra�p�ONm�mo p o Op O n Z ZpO z OOOq O 20T-P mmoorgo-<v � HprpD3 xc $ s r 3C O- Ho y o�b mrnn m o m F` > a Fn ,'�� coW D N 5: m ,,T m GZi p a ® m 7$� m S p m 10 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE ROOF FRAMING PLAN Designs OF PREPARED BY: DK 18 FILE NAME: 45 THIRD AVENUE OSTERVILLE, MASSACHUSETTS 508.566-5348 SCALE: 1/4'-V-w ----------------------------------------"" NOTE CONTRACTOR OR SUPERNSOR RESPONSIBLE FOR THE A10 PERMIT SET VERISCAnaN AND COORDINATION OF ALL DIMENSIONS,ROUGH cadall OPENINGS, ELECTRICAL WAC&STRCTURAL SYSTEMS o t 3 a 12 ALL CONSRUCTION SHALL COMPLY WITH FEDERAL,STATE AND & rici: C LOCAL BUILDING CODES .N..R.C O M'. rn QYQYQ 'WI " I I lyl InZla Io1� II bcoIg I I j Ig I ICI � i I ° I I ly Q i � o ig p m Iglm 51 ' ® m w OO o 30 n I n 1 Ix I� p 6i I I + ; j T = 9 IL; 9 o O f•.rl WINDOW RO. I I l m I II F � I � II II � I I I II II II II j ...... $ MEAN ROOF HEIGHT II ° j II I jF�Ij nN co r om -t Q Z I I� ly I I I j I € I II IIm II p b I I I Ir I I I I I r DOOR R.O. 4•-0* WINDOWAl awl TRANS MII I '^ 1 B3'STUD HT. I - A o 9 z � $ I Ise= 8 A I 0 0I I I ® I W n I i � g lu gm 1 I I I � g -� pI � to = jy �1I� j j � I $ I � � � I � II °� ° 1 P j r-- --- —�— r----- rr-}� — �-0. II jI CEILING HT. I I N III ' II .............._. � I I II 1 Progressive DATE: OCTOBER4,2o1s THE MAROLDA RESIDENCE BUILDING SECTIONS D Is s ig n s OF PREPARED BY: DK 45 THIRD AVENUE 18 FILE NAME: OSTERVILLE, MASSACHUSETTS 508-566-5348 SCALE: AS NOTED -----------------------------------— NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE PERMIT SET VERIMCAnON AND COORDINATION OF ALL DIMENSIONS, ROUGH Pwld Ii AlI I OPENINGS, ELECTRICAL HVAC#STRCTURAL SYSTT]dS. o T s e t2 ALL CONSRUCTION SHALL COMPLY MATH FEDERAL,STATE AND etdl LOCAL BUILDING CODES cv�sTaucrsrs ( $ _ �- D o.o �€ 4 m m 8� �p g a O m io s a N � APE p 3 ]..... m cn 0 — r; i m O o fTl—1 D--I ,........ �O r(r LING CEI HT. ® � 333 q o o �a p 71 L EXISTING TYPICAL WINDOW R.O. EXISTING TYPICAL HEADER H(. I I S � a a_lIINil__IIf=_ is A �4€ p g - , Da' O o_ W- ax ¢�€ �$ zi = ^i;t O'C' :�. I------- . ER P Cs p M.I1 m ..IE-aiil�ll .: . . . 0. J IN r l Ir jl � cn —1lii G= II; m r ` r c� x , 5; 2 - 0 r 6 0 o0. 0 g 0 $ y m $ y g§ o MIN. MIN. z 5 � x 12 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE DETAILS D e s i g n s OF PREPARED BY: DK 45 THIRD AVENUE . . 18 FILE NAME: OSTERVILLE, MASSACHUSETTS 508-566-5348 SCALE: As NOTED ------------------------------------------ NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH eras„ Al2 OPENINGS, ELECTRICAL HVAC R STRCTURAL SYSTEMS. o ( a a 12 ALL CONSRUCTION SHALL COMPLY WITH FEDERAL.STATE AND etch LOCAL BUILDING CODES COrS(PUCT^UN N N b -- STAND N SEAM ROOFING RIDGE CAP STRUCTURAL RIDGE STAND N SEAM METAL ROOFING ..0.y�• '.. '!i�::I• WATERPROOF MEMBRANE x in COX PLYWOOD .':,•.',i;., _ 0: ' Rw FOAM DISULATION C SECONDARY COLLAR TIE W N RIDGE DETAIL s Q C1 3 STEEL BEAM DETAIL STEEL 8 � 5 ' - EAM W14 B x61OR W16x53 J da v SIZED PER "ASAP ENGINEERING" DATED TED AUGUST 26,2019 `J J • INSTALLATION PER Q C g 4 ATTACHED LETTER = L W STEEL BEAM (,� vi W8xl8 Z ENGINEERING PER W H "ASAP ENGINEERING" Q � 1 LETTER DATED � AUGUST 26,2019 INSTALLATION PER W = L L L ATTACHED LETTER Q i U 2 STEEL BEAM DETAIL w cn L —jZ2 F— L EXTERIOR SIDING 0 w Q W W� N L J i L 2X10 RIM JOIST C > ' ~ O W = W 2 Lo v~i I W t- � O a ALUMN.FLASHING O 0 P.T.1X SPACER BLOCKS >Z_ 5/a X 6 IPE DECING BISCUIT JOINED ' COUNTER SILL O O N 2X10 PT.FLOOR JOISTS A 13 2 c�1s•.O.C.o.c. m O 6 COUNTER SILL DETAIL U Y Oo N 5/8•LAG BOLTS Q 16°O.C. PT.2X FRAMING JOISTS 2X6 WALL STUD SIMPSON GALV.MTL.JOIST HANGER } qq r---� r---7 coO 2X10 PT.FRAMING MEMBER ------- —-—-—-—-—-—-—-—- LL,j = • �., —P.T.1X BLOCKING @ 16° W 2 1 1°AIR SPACE W/16d NAILS AND - o/B•x 5 W THRU BOLTS LL d'Z J n Lu 1X12 LEGER BOARD FASTENED W/PL500 -—-—-—-—-— PT.¢xTO FRALmcuEMBE- Q w J U AND 16d NAILS 4'O.C. ---- d LL to 0 ALUMN.FLASHING I DECK TO HOUSE CONNCETION DETAIL ��� DETAIL co co 4 SCALE: 1° SCALE: 1" = 1'-0" OLL T Q • A • b C N h VICTORIA+ALBERT "TRIVENTO" --------.-._...__...._ __..._....._._.. FEATURE WALL 1 ---- ---------- — -- — --- — — o -- -- ---- E `h Q V+A I TOTO' o j "NEXXUS" ---- ------------ — -- --_-------------- ---- b TRIVENTO -1 �{ LINEN GLASS TILE OR s r BATHROOM MASTER 4 A142 STONE Q a 0 3 a: SHOWER m M GLASS U) INS vU z ui MASTER BATH ELEVATION o n Fn = 1 3 SCALE: 1/2"=1'-0" L Q U) awcn Goa ; i Z I H 0QW ° co W = w 1 a _ ~ ai u1 V-GROOVE 1- 0 0 1 d i i i FLAT TRIM ---- ----------- ----- -—-—- ----------L- — - ' o FLOATING MIRROR N LINEN GLASS H v WOOD LINEN CABINET CABINET PAINTED %i COLOR TBD w W/DRAWERS -i m FEATURE BACKSPLASH it O TO CEILING PARTIAL HT.FEATURE WALL U Y WD.BLOCK FLOATING SHELF TILE OF STONE PAINTED GLASS 00 MIRROR NICHE FEATURE/ SHOWER VANITY PLUMBING WALL DOOR " VANITY TILE OF STONE VICTORIA+ALBERT 1X8 BASE ELCON m - z o OR BASE TO MATCH - — -- - ww � BACKSPLASH 1 w Q ul c MASTER BATH ELEVATION MASTER BATH ELEVATION MASTER BATH ELEVATION 40 (DS 0SCALE: 1/2"= V-0" SCALE: 1/2"= 1'-0" CALE: 1/2" 1'-0" Q mm a� m� <' I 1 1 1 �I I it I I ® !o I �I �I �I I I m I 1 I �Z m 0 0 II O o F - � O r .................. ............ ------------- ? I m Xtfxtf��o D�MN m z 01 � E � 0 DATE: OCTOBER4,2019 THE MAROLDA RESIDENCE FOUNDATION DEMOLITION PLAN Dyes iegsn s OF PREPARED BY: DK 45 THIRD AVENUE 3 FILE NAME: 1/r-+'—W OSTERVILLE, MASSACHUSETTS sos-sss-ssae NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: ° ' J 6 1 2 PERMIT SET VERIFlCATION AND COORDINATION OF ALL DIMENSIONS, ROUGH �nr+a�t DO OPENINGS, ELECTRICAL HVAC&STRCTURAL SYSTEMS. � ALL CONSRUCTION SHALL COMPLY WITH FEDERAL,STATE AND e!ch LOCAL BUILDING CODES cousrevc�iox a� m L�J 1 i t I I I I I I II I C I r I I --� p-j 11 1 > 1 I II MM k C `4 z I Ii 1 m L j, I; II {� I 1 II g8 'I I II ra yp I i J1I •' m j 7R i i ii �O i i x I I n n m t� • O x � I I �-`----"1 i t III 7C z LII m L_Juxyy 1 II 1 i 03 tf � Oz o= 1H L<9 icic=i �� III b E r------ S z II n II 9 q -a I I 1� II --------}.I i L7fO5 �"• •111 � m iI. Ck z A i S ,` I. 80 Ili A X - i s y �� ii 1 r - n z I I 2 FIRST FLOOR DEMOLITION PLAN Dreg`eg n sivs DATE: OCTOBER 4,2o�s THE MAROLDA RESIDENCE OF PREPARED BY: DK 45 THIRD AVENUE 3 FILE NAME: OSTERVILLE, MASSACHUSETTS soa-yes-ssae ---------------------_----- NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE D SCALE: ° ' 3 u PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH cmdart OPENINGS,ELECTRICAL HVAC k STRCTURAL SYSTEMS. ALL CONSRUCTION SHALL COMPLY WITH FEDERAL, STATE AND Ptdt LOCAL BUILDING CODES CONSTRUCT. ..... IUY i OX I 0 lU)4 yC1Xy 3<0 m m 0 m aX �Wmi8 mm m x _. m ----- fill m� I m o� S ---------- < i T yg 6 �A i i i i i i 1 Y L-------------- A g6 V II m � � b R B lR 3 SECOND FLOOR DEMOLITION PLAN DesignsProgressive s DATE: OCTOBER4,2019 THE MAROLDA RESIDENCE OF PREPARED BY: DK 45 THIRD AVENUE 3 FILE NAME: /+•-1'-0' OSTERVILLE, MASSACHUSETTS 508-566.5348 ----------------- NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: 0 1 3 e '= PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH "tAtr D2 OPENINGS,ELECTRICAL HVAC R STRCTURAL SYSTEMS. ALL CONSRUCTION SHALL COMPLY WITH FEDERAL, STATE AND etch CONSTRUCTION LOCAL BUILDING CODES . ..... � N 4 F•i • AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 110 MPH WIND ZONE N A �GJ C=9 = MASSACHUSETTS CHECKLIST FOR COMPLIANCE(780 CMR 5301.2.1.1) QF 2r W _ _ o= Checklist z yW W a- F 7W O _ NAIL SCHEDULE Bd ? ; 3: N w O COMMON AT 3'O.C. < 1.1 SCOPE Q oD m 3 I Wind Speed(3-second gust).........................................................................................................110 mph c a ' Wind Exposure Category......................................................................................................................... z z < co 1.2 APPLICABILIT Y Z : _1 Number of Stories....................................:.:...�...................(Figure 2)................... 1 stories 5 2 stories MM Z Roof Pilch...........................................:...............................(Figure 19)..................................4:12 5 12:12 W = J ui e5 Mean Roof Height...............................................................(Figure 2)...................................14_-7-7'8.s 33' �W�// O Building Width.W................................................................(Figure 4)........................................ 10 R s W LU : Building length.L...............................................................(Flgure 4)...................................24_-2•R 5 80' �. Bufld g Aspect Ratio(UW)................................................(Figure 4)......................................2.25 s 3.0A • 1.3 FRAMING CONNECTIONS ca s L General compliance with framing connections?..................(Table 2)......................................................... O i \ : 2.1 ANCHORAGE TO FOUNDATION < IL = ANCHOR BOLTS w/ Sys Type of Foundation..............................................................(Figure 5)........._.......................CONCRETE < ' Foundation Anchorage S 3'x3°x3a°PLATE WASHER TYP. W Proprietary Connectors � T Z Uplift...................................................._:...............(Table 3}.............................................U-217 plf 2 V G O ' TYP.HORIZONTAL DOUBLE NAIL EDGE Lateral.....................................................................(Table 3}..............................................L-t32 phi a < j v p 0 (STAGGERED NAIL PATTERN 8d COMMON sl8'Anchor Bolb..................................................... (Table 3).............................................S=453 pd .... ' `------------------------------------- --------------------------- VARIES PER SHEAR WALL SEE Al2, F _ ________________________ ___________________________________________ Y' J ) Bblt Spaktrg.........................................................:..(TaDla 4)..........................................................39 in. . . i Bolt Embedment......................................................(Figure 5)........................................................L in. U Ias s `- - - - - -- - -----------------":' TYP.7/Is WOOD STRUCTURAL Washer Stte............................................................(Figure 5)..............3•In.x 9•In.xY.•In.thick GARAGE OPENING DETAIL VERTICAL PANEL SHEATHING = • 3.1 FLOORS .� Floor fronting member spans checked?...............................(IRC or WFCM).............................................. SCALE:J¢"= 1'-0• TYP.VERTICAL EDGE NAIL SPACING Maximum Floor Opening Dimension....................................(Figure 6)..........................................OR s 17 • (8d COMMON VARIES PER SHEAR WALL Maximum Floor Joist Setbacks SEE Alt) Supporting Loadbearing Wags or Shearwall..................(Figure 7)............................................sg.e.d a[_ TYP.FIELD NAIL SPACING Maximum Cantilevered Floor Joists ' Supporting Loadbearing Wails or Sheatwall..................(Figure 8)..............................................0 R 5 d (8d COMMON VARIES PER SHEAR WALL Floor Bracing at Endwails.....................................................(Figure 9)...........................................�....... ! SEE A17-A20 O.C.) Floor Sheathing Typo...........................................................(IRC or WFCM)...................T&G PLYWOOD W ... Floor Sheathing Thickness..................................................(IRC or WFCM)...................................314" in. Floor ShwtNrg Fastening...................................................(Table 2)8d NAILS-6'in.EDGE/I2—In.FIELD V � I 4.1 WALLS 1 (3)HEADER Well Height z I Loadbeaing Wells.........................................................(Figure 10).......................................9_3'R s 1O Q � NonLoadbearing Walls.................................................(Figure 10)............................................0 fL 5 20 I I Wall Stud Spacing................................................................(Figure 10}..............................16'in.S 24'o.c. r u u Wall Story Offsets................................................................(Figures 7-8)........................................JLIn.s d (/� = r DBL.JACK STUD W (,+ �1 4.2 EXTERIOR WALLS w/ Q O(C Wood Studs Ii ; WINDOW-DBL. •'cOU u u OJC1O Loadbeari g Walls.........................................................(Table 5}....................... n 6- 9 R 3 in. � L g SILL PLATE 1'O F Nonoadbeari walls.................................................(Table 5)........................0z 0-o R 0 ln. W U) r . gTiO p��'' Breci g-Gable End wags — — — < i N G WSP Attic Floor Length.................................................(Flgto911)................................N/A R z W/3 J z 2 i F Gypsurn Ceiling Length.................................................(Figure 11).................................N/A R z 0.9W O W 111 i I.I.I Double Top Plate 9 WALL Splice Connection( OPENINGS-STUDS AND HEADERS Splice .................................................................(FIgDre,3)............................................8 fl. < _ CO(no.of I Gd common nags)............._(Table 6)................................................. SCALE:)4• 1'-0• LoadbeafDg Well Corrections12 C�C r C~C Uplift.(preprietary connectors)......................................(Table 7)......................................U=1891b. L F L r Lateral(re.of 16d common nags).................................(Table 7)................................................2 M LL1r N NOTES: NanLoedbeeri g Well Connections W F- F- Uplift(proprietary connectors)......................................(Table 8)......................................U=169 ib. r 1.)THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY,(EXCLUDING THE SPECIFIC EXCEPTIONS NOTED L() U r Wall Op(no.of 16d common nags).................................(Table e)............................................. 2 r IN 02)TO COMPLY WITH THE REQUIREMENTS OF 780 CMR 53012.1.1 REM 1.IF THE CHECKLIST IS Wall Openings � � O r Q. MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT Header Spam............................................................... able 9 6 ft.0 lo.5 11' i Siis•ANCHOR BOLTS W/ i i REQUIRED PER THE'WFCM'(W000 FRAME CONSTRUCTION MANUAL)110 MPH GUIDE: } 3'1t'J'kYe•PLATE WASHER TYP. -STEEL STRAPS PER FIGURE 5 Sill Plate Spans..............................................................(Table%...............................2 ft.8 ln.a l7 -20 GAGE STRAPS PER FIGURE 11 Height Studs(no.of studs).....................................(Table 9).................................. .....—.2 A � -UPLIFT STRAPS PER FIGURE 14 Connections at each end of headeror sill -ALL STRAPS PER FIGURE 17 Uplilt(proprietary connactom)................................(Table 9)......................................................416 lb. . -CORNER STUD HOLD DOWNS PER FIGURE 18a AND FIGURE 18b Lateral(proprietary connectors)..............................(Table 9).....................................................198 lb. ri 2.)EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE Wail Sheathingoy. r- PERCENT FULL HEIGHT SHEATHING REQUIREMENTS SHOWN IN TALBES 10 AND 11. Minimum Building Dimension,(W)WIDTH ' ' 3.)THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 21N.NOMINAL THK30JES5 Sheathing Type.......................................................(Table 10}..................................t2'PLYWOOD N ______________________________________________________________________ PRESHURE TREATED N2GRADE. Edge Nag Spacing...................................................(Table 10).......................................... tn. _In.Field Nails ............ able,0......................................... . 4.)'A'FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND ASPECT RATIO,DETERMINE Spacing...................... .-..-.-....-.....(i ) >11 � i PERCENT FULL-HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. Shear Correction Inc.of 16d common nags}........(Table,0)............................................._ _ PAGEAte At6 _____________________________________________________________________________'� Hold Down Capacity................................................(Table 10)............................................_m. w Percent FUIWeight Sheathing................................(TE"e 10)............................................._% W WALL OPENINGS-STUDS AND HEADERS Maximum 8ugding Dimension,(L)LENGTH — m 2 SCALE:y�• = 1'-0• GENERAL NAILING SCHEDULE thEdge�oTy .......................................................(TewjIi ...................:..............1/2PLYWOOD � O JOINr DESCRIPTION NUa1JAa.9CA�9.lOfJ MNIaFft OF BOX NAaS NNLWG SPACE Field Neil$� . ..................................................(Table 11)............................................. In. O 0 Shear Connection(no.of 18d common nalls}........(Table 11)............................................._In SEEPAGE A+BAIB Hold Darn Capacity..............................................:.(Table 11)............................................._to. _ u aworoaAFtEn trJrow,REo1 a•,m s+m EACR EaO Percent FulWeight Sheathing................................(Table ll)............................................. —% WALL OPENINGS-HEADERS IN LOADBEARING WALLS Wall Cladding ......................................................................................................................... REQUIREMENTS AT EACH END OF HEADER MINIMUM Tosruo lF.kc>:aAxtnl x.,m a+m a•o,c. HEADER SPAN HEADER NU BER OF _ ACE+U1m +m ,co.C..WEDGE. 5.1 ROOFS (FT.) UPLIFT LAIEKAL Roof fro member spans checked?.:............................. IRC or SIZE HEIGHT STUDS LB. LB. framing ( N9F(S4/).............................................. col xm :+m EACH ERD Root Overhang...................................... (Figure 19).......................712'R 5 7 ar l!J CO O o 7 2-2x4 1 277 132 - >+m �+m FAal a�oak Lo disc .................. _ a.+m +m Eaca JosT Truss.I-Joist,or Rafter Connections al Loedbearirg Wails _ 3' 2-2x4 2 416 198 s,m .�•+m F�ER Proprietary Connectors W 2.8d a,m UpOR..........................................................:............(Tabo 12)............................................U=2B9 lb 4' 2.2x4 2 554 264 Lateral.....................................................................(Table 12}.............................................L=176It. <Shear Ib 5' eore+mTRusssEs sPuxmO woTvmEsR,sTr oo.ea. mm +mma .nr•nEaotccEE,,e.••rmcmeo — H d Z J. 5.pRid9e Strap Connetions-Tension . ..........................(Table 13)................................. T7lf W W <2.2x4 3 693 330 —E OR au LLI n caate a461w—c - Gable Rafter Outiooker........................................................(Flgure 20}...........................N/A R s 7 or L2 < J U 6' 2-2x6 3 831 396 "'+ TRussv m xu Coscs;aG Outlooker Corrections atNonLoadbearingWails 0 D- LL (n 0 Exwvku RAxe oft R,uo:rRksar m uu fEGDEn•FlfJD Proprietary Connectors T 2-2x8 3 970 462 Uplift........................................................................(Table,4}...................................U=WA lb. 8' 2-2x12 3 1.108 528 Lateral.....................................................................(Table 14)......................................L=N/A go. Roof Sheathing Type................................:..........................(IRC or WFCM)..........................PLYWOOD 9' 2.2x10 3 1,2d7 594 - +m aEocE i+r FiE1D Roof Sheathing Thickness...............:..................................... .. 1/21n.a3/8'wsP CY0 m _ Roof Sheathing Fastentrt (Table 2)......................... mT EDGE,!'FF1D rig g...................................................(fflD10 2)............................................................... 10' 2-2xl2 4 1,385 660 F `oll_ LL 11' 2-2x10 4 1.524 726 •0R1 ee '^° TEDDEr,r FrFso m x m m a p N n ;0 m m b m D m m � O uZ ....--'----'__---------------...--__.. ._i._..._..._.__..............._._...._.`yy.. ri Ii Z ----- 1 ` —!r:! 1 ' I a I : I : �!.. ` ..;-............... ........: i. X. , ED�; I : � I .............. .............. : . 1: - :..................:...'`.. II__ ji-i i I j D E �i , .: :. c i! ............ I .. _.............. _ I ... ............... 1-1.-�.............. i i ...._. _ i 3 i ' II .i,l!!!iiiiii�:i!::i::: ............... i f i i i i i ........... � :: r ! :. tea............. _.._:_._._c__......_ -_ !i 'i r i 111 E is l ............ ................. II, .......v...a...:.....:........_....L...:.., .. ..i:.. / C !; MI E I i ! i i i .a_ .......................... ...._..................................� ... ........c: ®: I !! t I !t...._._......__...._............__.J _ ..... i -'-- -'-- <...._........._................__..__...ill.................... ........ --- ! : ...................................................... ................... ................... .......................................... .......... I ....:..:.. f:: .................................... .................................................. ..; _ ................ _...._.._._._.........,. ......... .. .......... ............... ..................... .__.......-------'----.._..............................� j -'•.::j — - - .....:................................................................� ..... __ - .................... i >_.! :..;,..;..:1 . .......................... .....................!", .................... ......... ......................... ............. 7 .,i T m]I D £ D 9 _T m]I D T -.7 m G01� � � 00 mG�1� ��� 6mo_a=r =< 6mp =rzz D j >> ; mm N Om �_� Z NejZ p ZNyjz - cziazi zz =N ,p„ � y NN N s 5z� N N IIQQ !9 D 2 Progressive DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE D e s i g n s OF PREPARED BY: DK 45 THIRD AVENUE SHEAR WALL CALCULATIONS . . . 3 FILE NAME: FRONT AND RIGHT ELEVATION OSTERVILLE, MASSACHUSETTS soa-s�>�>-seas SCALE: +/4'-V-0 -- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH S OPENINGS, ELECTRICAL NVAC &STRCTURAL SYSTEMS o 1 3 6 12 ALL CONSRUCTION SHALL COMPLY NTTH FEDERAL, STATE AND �s riell LOCAL BUILDING CODES cons-r.ucriox ch m m m A O ;0 4'd m o r m —D+ — O 10 n -n m i ii m p C r Z D 4 �2 m Nz A i aril�l � r p �. 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I i _.i i I tj �._________________- I i 3 Progressive OF DATE: OCTOBER 4,2019 THE MAROLDA RESIDENCE SHEAR WALL CALCULATIONS D e s i g n s PREPARED BY: DK 45 THIRD AVENUE REAR ELEVATION 3 FILE NAME: OSTERVILLE, MASSACHUSETTS 508-5e6-5348 SCALE: +/4•-+'—o• ------------------------------------------------------- NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE PERMIT SET VERIFICATION AND COORDINATION OF ALL DIMENSIONS, ROUGH I It.I II S OPENINGS,ELECTRICAL HVAC STRCTURAL SYSTEMS. o s e u ALL CONSRUCTIDN SHALL COMPLY WITH FEDERAL, STATE AND welch LOCAL BUILDING CODES Om AD y O mz i 8 vrwrav 11 REF 4 a �0y x - v m m mN ......... ....... : x� _ o Z FFF m S a IDlin 02 ❑ O O N gg Z El GX ' IN Oy -DI; s 8-4 ;p 1J E7'1��'� \� L 00 r Iv i; ,,• _ rQ oI 08 00 ' O 0 O O O� - - O O O O O. g•� 24•.r 23'4* ® 00 9 gN II II m o�o�dr m z EJ g p og o g Y p x °�° ryZ "°° o z z ti i +x 4 - Yruliressive Deslpns DATE: AUGUST 15,2019 THE MAROLDA RESIDENCE FIRST FLOOR PLAN OF PREPARED BY: DK THIRD AVENUE 16 FILE NAME: OSTERVILLE, MASSACHUSETTS 508.566.5348 —---------—-----—---------—------d______________ NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE d SCALE: /<• -o• PRICING SET VERIFICA71ON AND COORDINATION OF ALL DIMENSIONS, ROUGH udntt A—T OPENINGS, ELECTRICAL HVAC& STRCTURAL SYSTEMS. 1 ° e 12 ALL CONSRUCTION SHALL COMPLY WITH FEDERAL, STATE AND `i`i LOCAL BUILDING CODES c�Ns.co�r��a xjo, - CLL Z 8 A.,anz, moql6alar RR 3-z-&A ¢ 0% Q 1 = IL LU G GA66 R.o. 6-8 A ro-o -r c p — Q _t,ei I4 s . 3- - frl-�J � aF— wWOWE-- �Il.yr O O Q l {' ![I. - ,� Q ¢ Q f 'FW4&,Ob! G ,o _ G— 4' - �` I( `1'b" ,•, O �Y O E--� CL 618270 2-2% !� 3—!I Y {•} CN2 .J a.P. .A 3o Y2 35 SQ W — ,S i r Z = J O W x 4�crsi ur rye n a..�S /0 6-S in cti- = r I / o GD t J !VR 3 L!_U_ > � WW W 5 I - &I v f� tr', Lij t../ 2 O CQIlW W�.,&rs --- - _ b Q f�-- cc ~ T Bolt r.,s la�P l�l� r.lc�> o_Lu (',r�n - O 8 U � I � 1 rl O � � Ljj QWUU � --- —_ — ` zr cr- zLij � CC zv � ul QZ LL ! r r MCI . — _. _ I � / r� �\O �o co s co Al 1. I.kkx sk it \bc` • - N yv Ca'`� ��\� ^^�� � I� f --�rre.Q� nJj:. - :_.7'la x- "�s.v �ppZ Lg` C' 1 r ✓ F_ ;r p SMOKE DETECT(,aw!�� r4 Sr D NEW SMOKE DETECTOR REQUIREMENTS r "Z� �y Aft � 1BLI; BUILDING DIES " ARE NOW LAW. EVEN THE ADDITION-OF A a ���, " � �a.i�car - NEW E E D R OfHE i r c t UPGRADE OF SMOKE DETECTORS FOR THE WHOLE HOUSE. Y S YOU MUST PLAN ACCORDINGLY AND HAVE Y UR ELECTRICIAN TAKE OUT THE APPRO R - ► PERMIT AT THE DEPARTMENT. I •- -�,�„� `'�` z, - SCALE. !�y'e ,. A>VpOVEDBY: ��DPA­181V ,(J DATE feJ Fc7srtrn5 F�p � IZca..B�e�/ r K .,,. y5 uo•r }0 5eQ(>e I' I nvv3frnt_S \ ! • OD� W�Lr1Ni15 U.Y/{77 /�' t/ 7 DR�IN NUMBER r Ir I Zf� �1�ywelS U L`r T r� VVV I• 1 -- - — tx,.sn2 Oil 4 1 a 1 I i o � e m I .3 u\ r% I r1. U c -- S C C. C S l 1 . i � • r 4 J V^J 4 e— `I C b I I - 1f o, 1 ID b 4�� CO 1 y 7 4 rb W C 9 M o 0 C � 4 m � 1 I� V-1 c m Sj x � a d — Lp Vh m d� P \{ P \ " � \ a � 1 _ N fyll 1 �^ n r5 4 P i LW tj � 3 3 5v ao � � 0 � C c �) a IT t✓' It I ' F� �I I II �. `l c i � � 1 s r G G — � I � I M � - s I � I i I. I � , ! 5 o W I ]rJI m r FFH C Z W i - ? LA V !� _ s 0 o G \O � � 1 O D a � I 1 n,> r✓ f� c lil M I o \ I ��\ d � n � N °� • /E Of — m m U\ w; (� 9 \ , L a a s s E E i = a 1 I i I I _ I . ONO 5tc { PO 7Q v N 5 A v �7 s \ c a LAN E CB FND. NECK POND LOCUS MAP CB FND. G i gM:TOP CB ASSESSORS DATA: MAP 1,40 PARCEL 002 tv / �� �L. 33• FfNGE REFERENCE DEED: 21252-178 I 3g WIDE p{yBLIG _ - �A_V�MErN_' �` \ -"y�"� m REFERENCE PLAN: (�D __ ^� - - ___�___----' i N 254-94, 185-3, 109-1 1 3 59-1 23 �\ V OF_ N 1° 09` 27 �{ I 1 ZONING DISTRICT: RC MIN. LOT AREA 87,120 S.F. tItDGE STOkE pRIVE FRONTAGE 20'MIN. i { WIDTH 120 MIN. \ r 15TING PORCH \ I _ 4.8 _; X BUILDING SETBACKS: { ~ FRONT-20' +33.2 SIDE* REAR- 10' { s m OVERLAY DISTRICT: j 7 30.6 \ \ _ RPOD, AP {{ \\ ADDITION �\ EXISTING pW�LUNG GAS - { f \ LOCUS 15 NOT LOCATED IN A STATE ZONE II \ \ a? --33. , O� \33 SEPTIC SHOWN PER 140-002 TOWN AS-BUILT \ +31.2 I LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE +32.8 FEMA DATA: ZONE"X" TOTAL A ! REA \\ N - _ TIM'bER MAP 25001 C0757J {{{ 33,732± 5.F. \\ MAP DATE: JULY IG, 2014 . I 30.3*Z `I z { \ PATIO +32.4 LOT COVERAGE: \` N 1` EXISTING COVER BY 5TKUCTURE5 = 8.5% r --" - E PROPOSED LOT COVER BY STRUCTURES PER= 9.1 { Q \ P Ag� GEL +31.2 EXISTING SPOT GRADE { � � _+32.3 n O D CONCRETE ►►►��\�1F Mi�s��♦ A .�' P FI LED PIPEEXI TIN UTILITY POLE 3 , S E o{ �: FOUND ♦ HEPd s r �G\ CONC. SLAB ` t STEP ► OF 'I J. ►► EXISTING CONTOUR DOYLE NO.37559 T +30.4 P , nJ,, S a 29.6 - -' e \�O ` SHED Off\ PP�K{NG\ PLOT PLAN 0 0 ' I O�0 W Iv — NW PREPARED FOR 29� #45 THIRD AVENUE 28.8 05TERVILLE, MA55ACHU5ETT5 { CB FND. DATE: OCTODER 8, 201 9 SCALE. 1 = 20 a 3? 0 20 40 Feet j PLAN REVISIONS: i 6 �3 31"W •� 5TEPHEN DOYLE AND A550CIATE5 57 ®�e F. O EAST FALMOUTH, MA OACHU5ETT5 0253G �Tp'\11111 � TELEPHONE: 508 540-2534 `q 5JD5URVEY@AOL.COM I �� I '/ SYSTEM PROFILE TOP OF NOT TO SCALE FOUNDATION FINISH GRADE EL. FINISH GRADE OVER 2 FINISH GRADE OVER ,IEPTIC TANK DISTRIBUTION BOX FINISH GRADE -'-�0A^ RISERS TO 6" OVER TRENCHES �s z r-- '_-. ',• OF FINISH GRAD ,• ( MIN.SLOPE 1% ` 3" ti'iIN. PRECAST CONCRETE RISERS TO 6" o' 500 GALLON DRYWELLS 3 6" ' MIN.SLOPE 1% OF FINISH GRADE t - OUTLET PIPE(S) LEVEL H-10 REINFORCED LOADING FOR 2( MIN.1 /o SLOPE TRENCH LENGTH = 42'-0" �' Mile BEYOND -oaf 13"MIN. 1411 C) DRYWELL LENGTH = 8'-6" MI - - _� PVC OR CAST IRON TEE 0` /S ?�. c SUMP GAS BAFFLE16 L'. o,oa 72 !,� o "a`? ,o-! ",t;.ni�r'` 1 " +'oOT' 4' '' :� r' '�- -o W �' � ' �•Ip,=� �e 'r'p0�\ '�•'0 1 -10 � w DISTRIBUTION BOX _ - 1500 GALLON ., <e o '� MINIMUM INSIDE DIMENSION 12 3/4"- 1-1/2" DOUBLE ,. „ BSMT.FLR. ;°. PRECAST CONCRETE � OUTLET INVERTS 2" BELOW INLET INVERT 4' WASHED CRUSHED 3/4 - 1-1/2 DOUBLE 4, �� N-I-10 REINFORCED MINIMUM CONCRETE WALL THICKNESS 2" STONE WASHED CRUSHED ELEV. - of ; �' � STONE ,�s>.;�.� a :�` INSTALL ON COMPACTED LEVEL BASE e• fir.,r e, . ' ol, .04° 0'' ,'\ ' '�\ '•/ `,° ' °!,!1 '' :1 fk TRENCH SECTION _SEPTIC TANK NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO INSTALL ON COMPACTED LEVEL BASE REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, 9" MIN. 3" OF 1/8" - 1/2" CLAY-FREE SAND 4" DIAM. 36" MAX. DOUBLE WASHED PEASTONE 06 'to to r. 0 'e• . 3/4" - 1-1/2" DOUBLE o• 48" 5'-2" 4 " WASHED CRUSHED TRENCH WIDTH STONE 13'-211 ,may NUMBER OF TRENCHES 1 NUMBER OF DRYWELLS 4 GENERAL NOTES: _�___----- 1. ELEVATIONS SHOWN ARE BASED ON ASSUMED y'" -- -- - ---- --- -- - --- ---_---- -Y 76.1' 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON OR SCHEDULE 40 PVC. �_r-- "�✓ 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING ----"r`� MUST I3E NOTIFIED WHEN CONSTRUCTION IS 75,8' A COMPLETE PRIOR TO BACKFILLING. A HE � 77 9 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED OBSERVATION PIT T 'r) 1 BY CAPE & ISLANDS ENGINEERING AND THE BOARD 76.0' OF HEALTH. P-10,688 / 5. MATERIALS AND INSTALLATION SHALL BE IN PERCOLATION RATE: < 2 MINAN 75.0'�/ � 75.4' COMPLIANCE WITH THE STATE SANITARY CODE WITNESSED BY:75.1' �� "r - [TITLE ✓] AND LOCAL APPLICABLE RULES AND BARNSTABLE BOARD I OF HEALTH 7,?6!9' _---- �/ 219.5�' REGULATIONS. __�--- "` ; 76 2' W 'G DATE: MAR.30,2004 w 6. NORTH ARROW IS FROM RECORD PLANS AND IS 74 7' v 1I' + - �, 76.6'+ 54.2' NOT INTENDED FOR SOLAR ENERGY PURPOSES. 1 I`' 78.7' 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. TH 41 TH 42 1--- --�-- �Nr 74 5t ? + 4.00, 8. FLOOD ZONE C [NON-HAZARD] o" ,,; oil DATA 75.0' ` 76.0' �� 9. FLOOD PANEL: 250001-0016 D DATED: JULY 2,1992 =A= LOAM =A= LOAM t 10. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL 10 YR 2/2 10 YR 2/2 �� 75.8' Ir' GROUND DISTURBANCE OR VEGETATION REMOVAL 6" 6" NUMBER OF BEDROOMS 5 pROpOSED " WITH 100' OF WETLANDS,INLAND OR COASTAL E STING - g '+ GARBAGE DISPOSAL N DWELLING _ GE BANKS OR FLOOD HAZARD ZONES. =B= SANDY LOAM =B= SANDY LOAM \ GARA 77.4 10YR 5/4 10YR 5/4 DAILY FLOW 550 GPD. SEPTIC TANK REQUIRED 1500 GAL. 73.8'+ 4��� 75.7 75 7 ` 32" 32" SEPTIC TANK PROVIDED 1500 GAL. 75.6' +,.� �. =C1= MEDIUM SAND LEACHING REQUIRED 550 GPD. pR0p. ,N �, 75.8 =C1= MEDIUM SAND DECK ;g 8 10YR 7/4 10YR 7/4 SOIL ABSORPTION SYSTEM CALCULATIONS: \' \ w1 pROpOSp N _ _--� N 76.2' 76.0' A[)DIT10 1200' o 76 - - 7611 SIDEWALL AREA = 220 SF. 74.0'+ o � I ,' �T \ -C2- FINE SAND =C2= FINE SACJD 220 SF. X .74 G/SF. - 163 GPD. J 7 . -1 10YR 7/3 10YR 7/3 BOTTOM AREA = 553 SF. \ Aez 1 \ 13� NO GROUNDWATER 32" NO GROUNDVI�.ATER 553 SF. X 0.74 G/SF. = 409 GPD. � \ � • , \ 7a.2' 75.0' � � � LEACHING PROVIDED = 572 GPD. 73.T 71'+ � � � I � 76.5+ o \ 73.3\, , \ 1' I \ 73.8',+ 73.738" w � 75.8'+ ' \ � LEGEND 73.8' \ $ 52 PROPOSED CONTOUR 76 --- 52--- EXISTING CONTOUR GAgp,GE 75.T+ 73.9' OBSERVATION PIT 74.5'+ \ 73.9' ❑ DISTRIBUTION BOX \ + 1 142.41' o 0 o SEPTIC TANK 73.8' I a. 7f .1� 73. + !1 - SOIL ABSORPTION SYSTEM N tad - f� RESERVE RESERVE AREA PROPOSED ADDITION & SEPTIC SYSTEM UPGRADE t oS 226 . PROPOSED SEWAGE DISPOSAL SYSTEM INVERT ELEVATION a 2 !P9.o 1Se � �- `��'- ;� •� A PREPARED FOR n Osterviil d6Pne Station Rm,�o� o K \ . Fae FIRE s i JOHN WENIDELL nt ella �STAno ` °sue' o HSE.N0. 45 THIRD AVENUE OSTERVILLE,MASS. R 0 3 ACA°E. P�?�• 5 PLAN NO. 033104 SCALE: AS NOTED a B_•=QLes 'esr''�o-gWIANNKf ITRLE ;BSI.q'i cotf,,5 FILE NO. DATE: MAR.31,2004 �������� PCS FILE: thirdav45 a��` S u �` �a ��° PLOT PLAN /�� D� -;1 SEPTIC FILE N0. 74 S L AND yac�°,�se`0pv 1 11 1 yew, SCAL: 1 = 20 CH,',T.LES r►;C 1 P • r l %,=/` CAPE & ISLANDS ENGINEERING aY Ad 026; Nat%a� '0 Wlar w, 140 2 & 5 45 0 0 0 800 FALMOUTH ROAD, SUITE 301 C �Idl MASHPEE,MA 02649 (508) 477-7272 �o MAP SEC PCL LOT HSE