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0809 MAIN STREET (COTUIT)
E c3 9 q s t _ o �� F Application number.. .....Q�u.J .. ... . flt,� Fee......... . ............. .: s BUILDING DEPT. KAM Building Inspectors Initials... .............................. AN 2 g 2020 Date Issued... .�2. .[.. ....................................... TOWN OF BARNSTABLE Map/Parcel........... 4f TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: SCANNED ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION JAN 2 9 2020 PROPERTY INFORMATION Address of Project: k'G <4. Q. Cd NUMBER STREET VILLAGE Owner's Name: L� r�,,, c cC9, Phone Number s ?7 C- r 7 l z Email Address:' - Cell Phone Number Project cost$. CCr_ Check one Residential v- Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK 0 Siding F-1 Windows(no header change)# Ly Insulation/Weatherization 0 Doors(no header change)# Commercial Doors require an inspector's review Roof(not applying more than I layer of shingles) Construction Debris will be going to S cXr� CONTRACTOR'S INFORMATION Contractor's name Mike McCarthy Construction PO Box 52 Home Improvement Contractors Registration(if applicable)# Vest Dennis, l>'I copy) e CSL-�a&3 I�IC-169393 Construction Supervisor's License# a c copy Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY.IS IN A HISTORIC DISTRICT. YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event `Clieck one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 201bs. or>Yes No ,if yes, a gas permit is required. Natural Gas Yes No , if yes, a gas permit is required. , If food is being served at.your event please obtain a Health Department approval between the hours of 8:00am A30 am or 3.30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's 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 APP CANT'S SIGNATURE Signature Date I '2�I All permit appl' ations are subject to a building official's approval prior to issuance. Y DocuSign Envelope ID:5B3A7DOF-1BD4-4255-8296-2F71B459D249 r -7/WS cad _r15 r s T°�y Town of Barnstable �3 Sc- BARYSTADLE, + Building Department Services Brian Florence CBO �lED p�pl p' Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Timothy Mcadains , as Owner of the subject property hereby authorize / LkL ���,�- to act on my behalf, in all matters relative to work authorized by this building permit application for: 809 Main Street Cotuit ` (Address of Job) ocuSigned by:UD : y ttttetif Owner . Signature of Applicant P Timothy Mcadams Print Name Print Name 12/21/2019 ( 4:10 AM-PST • r Date ' The Commonwealth ofMassaehusetts Department oflndustrialAccidents 1 Congress Street,Suite 100 Boston,,MA 02114-2017 www.mass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/ElectriciansMIumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name{Business/Organization/lndividual): AMC 1rthy. `Gr.t'f'r<.�� Address: PO Box 52 ---- City/State/Zip: --- - -------=•West pall. -- ne Are you an employer?Check the appropriate box: Type of project('required): 1.[E Iam a employer with `S-. employees(full and/orpart time).e 7. ❑New any PatY•!l'1 rap.insurance-required.]. , construction 2.❑lam d sole proprietor of parpurship and have no cgtployees working forme in $ Remodeling capacity. o workers'comp. g . , 3. I am a homeowner doing all work m elf. o workers eon insurance required.)t 9. ❑Demolition ❑ t; Ys red - [N a raq ) 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I I.0 Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5.❑I am.a general contractor and I have hired the sub-contractors listed on the attached sheet 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance-1 6.❑We am a corporation and its officers have exercised their right of exemption per MOL c. 14.�Otltei �►�)J�•l+ ., IA If(4).and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box/1 must also fill out the section below showing their workers'compensation policy information. t Homeowner:who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. =Contractors that cheek this box must attached an additional sheet showing Me name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have anployms,they must provide their workers'comp,policy number. lam an employer that is providing iporkers'compensation Insurance for my employees Below is the policy and fob site Information: Insurance Company Name: + 'Fi"r_ T>^Z Policy#or Self-ins.Lie. V VVC-0 33 �_a� Expiration Date:_ ),I�►i,a #: Job Site Address: City/StateJZip: Attach?copy of the workers'compensation policy declaration page(showing the policy.number and expiration date). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable bya 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance . coverage verification. I do hereby certify and t e nalKes of perjury that the information provided above Is true and correct Signature: Date: I 1-1'fii{� Phone#: CS—.0 ato-G f 6�> Official use only. Do not write In this area,to be completed by city or town offrctaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Office.of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home improvemer�tContractor Registration Type: Individual Registration: 169393. MICHAEL MCCARTHY Expiration: 06/15/2021 P.O.BOX 52 WEST DENNIS,MA 02670 Update Address and Return Card, SCA 1 Q 20M•05/17 ✓/1P C7M�/I7.P711!/dO�C2 O�./G7�2�e'312I/l/.C�'e1,11 Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYK, :Individual before the expiration date. If found return to: RRjgI9bflj gniration Office of Consumer Affairs and Business Regulation �b939S^ 06/15/2021 1000 Washington Street -.Suite 710 MICHAEL MCC` :t Boston,MA,0211 MICHAEL F.MCCA / f 1 GL a SOUTH DENNIS,MA`02 v U �t L Not val out signature etaryi ++• �......�:� . .. - - - — C0111 04weaitt►of Me."arhuseetfs tttiristo�'af Pr�ife'ssfignar �� �.rtstft'e Board of BuildingR, qlQ and Standards Conslrr or _ c 1°�6f �i1 Npc;RML� PO BOX62 { VEST 1D � . t�144f1if1earLlle�r �r;h�,•.§�`,�. All Fideeta�didle. - wi�►r��L FlalR ' a lYeffYnMr .....w�....a......r..� C'oFtt6li�iotl�r � 4Wt�'tl�taaw.a... OSWA '0 O 1 J V V i U.B. of labor 0au0arW'88 etY WO NORM Admaibtwtloh MIC-hael mar#by .` .a' "on6rerim - ,. Town of Barnstable .w, w� �� Building Post This Card So That it is Visible From,fhe Street-Approved Plans Must be Retained on7ob andthis Card Must,be Kept ; Posted Until Final Inspection Has Been•Made., Permit Where a Certificate of Occupancy is Required;such Building shall Not.be Occupied until a Final Inspection has been made Permit No. B-20-258 Applicant Name: MICHAEL J McCARTHY Ap provals Date Issued: 01/29/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/29/2020 Foundation: Location: 809 MAIN STREET(COTUIT),COTUIT Map/Lot: 035-067 Zoning District: RF Sheathing: Owner on Record: MCADAMS,TIMOTHY C TR Contractor Name.:,,MMICHAEL J McCARTHY Framing: 1 Address: 809 MAIN STREET = Contractor License: CS-058633 2 COTUIT, MA 02635 Est: Project Cost: $ 1,600.00 Chimney: Description: Weatherization Permit Fee: $85.00 Insulation: Fee Paid:,l $85.00 Project Review Req: Final: Date: 1/29/2020 Plumbing/Gas Rough Plumbing: i ,. Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within nsix months afterAssuance. All work authorized by this permit shall conform to the approved application`andithe,approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st uctLiees shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street�or road and shall be maintained open forpublic inspection for the entire duration of the Final Gas: work until the completion of the same. ) Electrical The Certificate of occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call,Inspections Required for All Construction Work: "f Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation" 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: PHILSROOK ENGINEERING & BEACH STREET DENNIS, MA 02638 CONSTRUCTION 1-508-385-86$2 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 8 August 2019 To: Town of Barnstable Building Department Attn: Mr. Brian Florence, Building Commissioner Subject: Site Construction Observations - Notched LVL & Beams Project: 1 Family Residential Renovation 809 Main Street, Cotuit, MA Dear Sir: In accordance with Paras. R106.1 & R109.1.1 of the State Building Code this letter shall serve as .a documentation of acceptance for the notched LVL beams at the above site subject to the following additional work: a Install a PT stub column directly behind the girt hanger bearing onto the new CHU blockwork (take advantage of the uplift capacity of the Simpson girt hanger stiffening the double notched LVL) b. Clean the notches up so that they are symmetrical with both plys c. Install a 1/2"x 8" square piece of CD% plywood flush with the uncut bottom of the LVLS extending upward past the notch (reduce the chances of a shear notch propogating from the notch into the uncut section) . Use panel adhesive and 5d ring-shank @ 3" o/c EW The framing repairs, when done IAW CMR 780, Mass. 2015 State Building THOF& Code, 9th ed. , will be suitable for their intended design loads. a`� SSq T VARNUM tiN Respectfully submitted, PHILBROOI( mi MECHANICAL y 1r �p p No,3069p FLP STER T. VARNDM PHILBROOR, P.E. TONAL ENG a iy' C C y4 Town of Barnstable Building Bnuvsrwsie Post This Cartl So That it is Visible F'romthe Street Approved Plans'Must be`Retained on'Job and this Card Must be Kept i `�$ Posted Until Final Inspection Has,Been Made , ..� �: - Permit Far " 'Where a Certificate of Occupancy is Required,such Building sha11 Not be Occup'ed.until a Final Inspection has been made Permit NO. 13-1&3420 Applicant Name: CENTRAL CAPE CONSTRUCTIONCO. INC. Approvals Date Issued: 11/06/2018 Current Use: Structure Permit Type: Building- Demolition-Accessory Expiration Date: 05/06/2019 Foundation: Location: 809 MAIN STREET(COTUIT),COTUIT Map/Lot: 035-067 Zoning District: RF Sheathing: Owner on Record: GARDNER, FAYE ELLEN Contractor Name: CENTRAL CAPE Framing: 1 Address: 85 JILLIANS WAY r CONSTRUCTIONCO. INC. 2 Contractor License: 131841 COTUIT, MA 02635 Chimney: Description: DEMO EXISTING TWO CAR GARAGE 19'X24' Est. Project Cost: $5,000.00 Permit fee: $50.00 Insulation: Project Review Req: Fee Paid: $50.00 Final: Date:' 11/6/2018 Plumbing/Gas Rough Plumbing: Final Plumbing : This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform.to the approved applicationand the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or`road and shall be maintained open for.public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures'Pby the Building and,Fire Officials are provided on this permit: Service: Minimum of Five Call Inspections Required for All Construction Work 1.F Fo undation dation or Footingh: Rou g 2.Sheathing Inspection '� 7.•,, , 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final•' 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT T,. Application Number.4;1.............................. .................. . � . C aAs8. Permit Fee..........................:............Other Fee........................ TotalFee Paid......................... ............. TOWN OF BARNSTABLE Pwdt Approval by... BUILDING PERMIT .per.. ., (Q 1�:......._............ ...... ............ .... APPLICATION Section I—Owner's Information and Project Location Project Address NA'rQ Village C 6TU I Owners Name T In Vh ( FA 0 KM -1 Owners Legal Address City 1 State zip Owners Cell# �� 6-1 VL. E-mail Section 2—Use of Structure Use Group K — ❑ Commercial Structure over 35,000 cubic feet . ❑. Commercial=Structure.under 35,000 cubic feet L�l Smgle/Two Family Dwelling Section 3—Type of Permit ❑ N Construction ❑ Move/Relocate ❑ Accessory Stiboture ❑ Change of use Eq'Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire AI arm Rebuild ❑ Deck Apartment ❑ Sprinkler System 4.; ❑ Retaining wall ❑ Solar1� ❑ Renovation ❑ Pool ❑ Insulation Other—Specify '"96'A; 1. Section 4-Work Description t� �1 T Act nndated:219/201 8 Application Number.................................................... Section 5—Detail Cost of Proposed Construction 40 Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms(proposed) 0 110 MPH Wmd Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics wing ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas -❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply j J G%i ei Public ❑ Private Sewage Disposal Aj 0io ❑ Municipal ❑ On Site Historic District g'-H nnis Historic District ❑ Old Kings Highway Debris Disposal Facility: &B C, N�)w r t Iq ,/h I am using a crane ❑ Yes ErNo Section 7—Flood Zone Flood Zone Designation Zdlni e, Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information a Zoning District , F Proposed Use Lot Area Sq.Ft. i Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard. Required Proposed Side Yard Required. Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last im&ft&n/2018 r The,Commonwealth of Massachusetts Department of Industrial Accidents ' ' Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information f Please Print Legibly Name (Business/Organization/Individual): �-Pi'1'�lM41 CAn--p; (�DNS7 xlr rl.UV� Address: lu V►A .1, S7• 6Z�33 City/State/Zip: I � Phone A��-nemployer?Check the appropriate box: Type of project(required): 1. a employer with 6 4. ❑ I 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. ❑Rem eking ship and have no employees These sub-contractors have g• molition working for mein any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insuranCe,t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions , 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t V c. 152,§1(4),and we have no employees. [No workers' 13.[1 Other pomp,insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers compensation insurance for my employees. Below is the policy'andjob site information. Insurance Company Name: lv Ae Policy#or Self-ins.Lic.#: UkC 0 U 0 �1 Cl 6 Z 61 J[ /} Expiration Date: t Job Site Address: �� �Zvi J S 7• C 4711i 1 City/State/Zip: COWYI 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 under and penalties of peg'u� etten provided above is true and correct y Si mature: 17 Date: 16 131 Phone# ��' 71) `- 666 V Off rcial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Aedidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877 MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.govfdia CAPE PLUMBING&HEATING CO. INC. Estimate P.O. BOX 758 FORESTDALE, MA 02644 508-477-6112 capeplumbingandheating@gmail.com °mADDRESS _ _ ' CENTRAL CAPE CONSTRUCTION 4 COMPANY INC. STEVE DEVLIN 820 MAIN STREET ` COTUIT, MA 02635 I 1 E ESTIMATE# DATE 1078 10/12/2018 t DATE SERVICE/PRODUCT =777 —QTY RATE AMOUNT _ j 10/12I2018 .. 809 MAIN STREET,COTUIT 10/12/2018 TO WHOM IT MAY CONCERN, j 1 1 10/12/2018 THERE IS NO GAS SUPPLY OR WATER SUPPLY TO THE STRUCTURE TO BE TORN i DOWN. 10/12/2018 SINCERELY, CHARLES DEL VECCHIO I f TOTAL Accepted By Accepted Date TOM SULLIVAN ELECTRIC LLC PO BOX 946 COTUIT MA MASTER LIC A18182 Date 10/14/2018 Phone# 5081477/3300 TPSULLIVANELECTRIC@LIVE.COM Invoice# 13455 Fax# 5081477/3300 � 9 CENTRAL CONSTRUCTION 809 MAIN STREET 820 MAIN STREET COTUIT MA COTUIT MA 02635 02635 P.O. # Ship Date 10/14/2018 Terms Due Date 10/14/2018 Other µ 1 REMOVED POWER FROM GARAGE 1 125.00 125.00 Subtotal $125.00 , Sales Tax(0.0%) $0.00 Total $125.00 TOM SULLIVAN ELECTRIC LLC Payments/Credits $0.00 Balance Due $125.00 dX4 Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston, Massachusetts 02118 Home Improvemerrt Contractor Registration t 1 Type. Corpomflon CENTRAL CAPE CONSTRUCTION COMPANY INC f7�= Ram on: 131841 �/2020 COTUIT,MA 0263.5 E>tplf�tlort: 09 L "IVY r }` sCA I O 20M-05m UPdate Addres and Return Card. Office of Consumer Affairs&Business;Regulation HOME IMPROVEMENT CONTRACTOR TYPE:•Cpwra an ReAh'atlon valid for Individual use only taetore thea>cphetion date. ff fours!return to 1$tu Office of C9nsunw Affalrs and WWnesa Re"alim 09/25l2020 CENTRAL CAPENST CORUCTION COMPANY,INC. t MA 01118 Strest-suite 710 Y" �£ STEPHEN J.DEvIJN 'r 820'MAIN ST �.x COTUIT,MA 02635 UnUn ytthout-, gnautre _Commonwealth of Massachusetts ® Iliaisiarrof ProfessionafLicensure Board of 8urlding Reguiations-and Standards COn������dAfrvisor sfires 02/04/2020 STEPHEN J gEl/LIM 820 MAIN STREET g COTUIT MA 01638 - Commissioner Client#:38438 2CENTRALCA ACORD, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT- Dowling&O'Neil Insurance Agy PHONE 973 lyannough Road A/c No Ext:608 775-1620 1ac No): 5087781218 E-MAIL P.O.BOX 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Arbella Mutual Insurance Company 17000 INSURERS:Associated Employers Insurance Company 11104 Central Cape Construction Company, Inc. 820 Main Street INSURER C: COtuit,MA 02635 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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 ADDLSUB LTR TYPE OF INSURANCE POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY MM/OD/YYYY LIMITS A GENERAL LIABILITY 3600067686 0910612017 09/06/201 EACH OCCURRENCE pp MM �� TT RENTED ..) $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISESO occurr $500,000 CLAIMS MADE OCCUR MED EXP(Any one person) $15 000 PERSONAL&ADV INJURY $1,000,000 GENTAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- PRODUCTS-COMP/OP AGG $2,000,000 JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO Ea accident ALL OWNED BODILY INJURY(Per person) $ AUTOS AUTOSULED HIRED AUTOS AUTOSNON-OWNED BODILY INJURY(Per accident) $ AUTOS PROPERTY DAMAGE $ Peracddent UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ B WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY WCC50050091992018A 5/14/2018 05/14/201 X WC STATU- OTH- ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? � N/A E.L.EACH ACCIDENT $500 000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $500 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) "Workers Comp Information"" Voluntary Compensation ;Other States Coverage Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin,Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis,MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 2 The ACORD name and logo are registered marks of ACORD #S211924/M211923 LS1 7 Application Number........................................... Section 9--.Construction Supervisor Name STY V) e Telephone Number Address !,,,e 6 „3 C< City- C J i j State'-hA .Tap p License Number Q �13 License Type 00Z,6;\Rccra Expiration Date 2-f`f( 2 0 Contractors Email(EtkifyLa Lo , cp0j �d ��6-w►k� .CAell# C6 - I imdeistand my responsibfiffies umder 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 requirel b 0 CMR and the Town of Barnstable.Attach a copy of your license. ' Signature ' . Date U J )I Section 10=Home Improvement Contractors+ Name DW_k") Telephone Number Address �'� G r'h ,, s City _d, T, State of Tip Registration Number a I Q(-I Expiration Date 01 L( 12 0 I understand my responsibilrti'es under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts_S ding Code. I understand the construction inspection procedures,specific inspections and documentation re y 0 and the Town of Barnstable.Attach our C... q/ure Signature Date Section 11-Home Owners License Exemption Home Owners Name: /h Telephone Number ell or o um er I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance 780 CMR the Massachusetts* State Building Code. I understand tare construction inspection procedures,specific inspecti and documentation reguirec`by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date 'Z r- Print Name__ Sfi e py.� Telephone Number Z d 6- 6-Cdo E-mail permit to: t m),a CA&J`rAA FCA7VJ 121, T e.w-.....i..+..7.n IAAi o Section 12-Department Sign-Offs Health Department © Zoning Board(if required ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑. Conservation ' For commmial wor'1 t,please take your plans directly to the fire depwftent for approval r Section 13—Owner's Authorization I, �1 V, INCA-N`„m , as Owner of the-subject property hereby authorize iaJ to act on.my_behalf, in all matters relative'to work a thorized by this building permit application for: C(fTU da6 "S (Address of j ob) Signature of Owner . Print Name t F I I I Last wdde&2192018 7/11/18 Re: 809 Main Street, Cotuit Built in 1849 ** a contributing building in Cotuit Nat'l Registry This is currently a 3 Dwelling unit in a single family zone (RF) Steve Devlin (508-776-6660) has the following proposal: • Demo rebuild on same footprint the 2-car garage/shop as shown on site plan attached. • 1 Story addition to principle non-conforming structure. • Proposal removes one unit will have 2 units total after proposed renovation. - • He wishes to keep accessory structure in the same location. Does he need ZBA for the rebuilding of the accessory structure that shows a 2.2' non-conforming setback? Bottom line: any of the above triggering ZBA? Thanks Sally \0 ^o� v= Central Cape Conshuction Compai*Inc 820 Main Street• Cotuit,MA 02635 �e-- IR - ` �- 327 Q I i - - � �,...,,, r• ...� ' ,< .�. , 1�, �, CENTRAL CAPE CONSTRUCTION COMPANY The Excitement is Building 820 Main Street,Cotuit, MA 02635 Tel 508-420-1340 Fax 508-420-1340 centralconstructionco@gmail.com 1013012018 PREPARED FOR: JEFF CARTER, BARNSTABLE BUILDING DEPT., HYANNIS, MA RE: TB-18-3270 809 MAIN STREET, COTUIT, MA 02635 Regarding the building permit application listed above, the work description is revised to read: "Demo existing kitchen and family room, construct 22'x 42' kitchen and living area with 8' wrap around farmer's porch. Construct 22'x 22'garage with 8'x 18' connector roof. The renovation will restore the property back to a single-family dwelling as per plans provided." In addition,the current 19'x 24' garage is bare studs with no insulation or running water and is not a habitable living space. The electrical has been disconnected and the building will be demolished during the renovation. Respectfully Submitted by, Stephen evlin, Owner Central Cape Construction Company Tow Barnstable BUllding i .Vi n o Posh This Gard So That t issible From the Street Approved PlansnMust be Retained on Job and this Card Musfbe Kept BAPN b `�� Posted Un#il Final Inspection Has Been Made.° ` l- r ata Permit p yam Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a`Final Inspection has been made i �j lill l: Permit NO. B-18-3270 Applicant Name: STEPHEN J DEVLIN Approvals Date Issued: 11/06/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/06/2019 Foundation: Location: 809 MAIN STREET(COTUIT),COTUIT Map/Lot: 035-067 Zoning District: RF Sheathing: Owner on Record: GARDNER, FAYE ELLEN Contractor Name: CENTRAL CAPE Framing: 1 Address: 85 JILLIANS WAY CONSTRUCTIONCO. INC. 2 Contractor License: 131841 COT UIT, MA 02 635 Chimney: Y Description: DEMO EXISTING KITCHEN JAILY ROOM CONSTURCT 22'X42' Est Project Cost: $375,000.00 KITCHEN/LIVING RAREA WITH 8'WRAP AROUNDTARMERS PORCH. Permit Fee: $ 1962.50 Insulation: CONSTURCT 22'X22'GARAGE WITH 8'X18'CONNECTOR ROOF, Final: Feb Paid: $ 1,962.50 Project Review Req: AS-BUILT REQUIRED. SPACE ABOVE GARAGE IS NOT FOR Date: 11/6/2018 SLEEPING. RESTORE TO SINGLE FAMILY Plumbing/Gas Rough Plumbing: Final Plumbing: Building Official Rough Gas: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six months after'issuance. All work authorized by this permit shall conform to the approved application and the approved const1.ruction documents for.which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shallbe.in corrfoliance with the local zoning by.-laws.and codes. This permit shall be displayed in a location clearly visible from access street or road a.nd"shall be maintained open for public°inspection for the entire duration of the Service: work until the completion of the same. ^ " Rough: The Certificate of Occupancy will not be issued until all applicable signaturesby the^Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel K'7 Application # � r Health Division Date Issued L Conservation Division f t �� Application Fee Planning De Ott Permit Fee Dept. ,� Date Definitive Plan Approved by Planning Board l�A!nfz Historic - OKH _ Preservation/ Hyannis "`•Jk.. Project Street Address 770 lm j, Village c UT Lill e Owner TOM r\ "EI n a inS -Address— 5?,61 Wh 4w s Caryl i- Telephone 11 - T) 6- 5`2- Permit Request J t . '-7J I L Ors)WydE 22,` Y U' 6-AYLA-6-e wife V i fir K dT& C, Square feet: 1 st floor: existing 119 proposed TY60 2nd floor: existing proposed 0 Total new er Zoning District RF Sipocl-Plai e, Groundwater Overlay S'9t-r (P/arc& FWuc Li 0 4o Project Valuation Cons ruction Type 11T 1 TeC Lot Size Grandfathered: 6 ess ZNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: dll�es ❑ No On Old King's Highway: ❑Yes JrNo Basement Type: (Tull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) n Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing Qnew Total Room Count (not iZas ding baths): existing new 0 First Floor Room Count Heat Type and Fuel: i ❑ Oil ❑ Electric ❑ Other r � � Central Air: VYes ❑ No Fireplaces: Existing t New Existing wood/coal stove: ❑Yes No rr Detac ge�0 ara y� e�ti's in o❑ new size_Pool: Elexisting�.t�ew size _ Barn: ❑ exis ❑ new size_ 011, zz,;a z' Attached garage: ❑existing new size _Shed: ❑ exist new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Q_rs aesj R Proposed Use Sf)&Pi 4 ! APPLICANT INFORMATIONt (BUILDER OR HOMEOWNER) Name y --pu iv Telephone Number �r2-26--6660 Address b (G► dA 13 Sr- License # 0"{-) 6t i3 Home Improvement Contractor# 3 i gel( Email �J'A_ I Cf),,dr (.4,J to�, 6wi(4.1.C df4) Worker's Compensation # SU'1 tZuri qA 2AIV- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO PIC i0iotA44 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r - _ 1 DATE OF INSPECTION: FOUNDATION FRAME _ INSULATION O FIREPLACE " ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. fir;„ vsr✓'M+ t Y .F TOWN OF BARNSTABLE BUILDING,PERMIT APPLICATION Map Parcel . \� Application # 9 Health Division Date Issued, a ' Conservation Division Application Fee �: t t � J t .,-Planning Dept. �.. .� _ Permit Fee Date Definitive Plan Approved by Planning Board ''xHistoric,'OKH _ Preservation,/ Hyannis Project Street Address ' CC1�1 A S " - , Village cm- U<1 I t Owner _, o e �' Y"1 �f t`fit Yyt S Address � G. � S . �!J � n ��h�� 11,E ,. Telephone d — rl6 8-r7 C!; ' Permit Request nee m r) Q irR 7 r' ..0 _ ___.. ''�� -" e_ i 011x, ft 2 2- �' �� TC[y t-i I/i 0- AAe^ (Al e`rlA !4/) 4170 .Prj Vhmf .Do2.G0 _ Gru J ku r r �k X72 ` ( r 6f tr-e w lTla��- � i( j>C� (a,v�u e°C?&-, 0 OP Mery S,-0-r7G a y '`-Square feet 1,st floor:: existing I"iV2.proposed 1-960 2nd floor: existing proposed 0" Total new 7 Zoning District F klood Plain?eu Groundwater Overlay?'�►�' "Project Valuation Construction Type 1 _ r "} Lot Size `r) I S F Grandfathered: Yes Z- No If yes, attach supporting documentation. . Dwelling Type: Single Family ®,'• Two Family ❑ Multi-Family (# units) Age of Existing Structure ` Historic House: C1Y�es ❑ 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 l,� Half: existing 1 -°°new �.r Number of Bedrooms: ' existing Onew Total Room Count (not including baths): existing in new D First Floor Room Count K Heat Type and Fuel: Cy'G.as ❑ Oil ❑,Electric ❑Other Central'Air: ®'Yes ❑ No Fireplaces: Existing' New :Existing wood/coal stove: ❑Yes W1 No Detachegarag : ❑ extin '0❑ new size ❑ existingnew size _ Barn: ❑ existg.❑.new size_ f Attached garage: ❑existiing -Unew size'-S!hw.ed: ❑ exist1 4— �i ne"size� _ Other: 11, Zoning Board of Appeals Authorization 0 Appeal # '� Recorded ❑ w Commercial ❑Yes . ❑ No If yes, site:plan review#„ ::y , Current Use Q r' I j n�`i'1 a . .r Proposed Use ✓9rn �� I4 d .AEI NEO�R1V>�� IQN f' (BUILDER OR HOMEOWNER) Name a �7.? :f)V�, a -eyL, 1 4` .Telephone Number �-17 6-66 }. Address SC`7 c) i1► la E �4,T- License 1 t Home Improvement,Contractor# I Email -�C�-PA1''� IL14� r��N� nUt _r�W�� &MA.'�,C Worker's Compensation,# (ACC cZW LE,ETC, 2.61r, ALL°CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C in t ��C 6/1 - 5,JO I t.4 01 SIGNATURE // DATE IBC 1 'V FOR OFFICIAL USE ONLY APPLICATION # , DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Central Cape Construction Compar*Inc 820 Main Street• Cotuit,MA 02635 a Q7 O .' -- ,; i i i i CENTRAL CAPE CONSTRUCTION COMPANY The Excitement is Building 820 Main Street, Cotuit,MA 02635 Tel 508-420-1340 Fax 508-420-1340 centralconstructionco@gmail.com 111112018 Tt t PREPARED FOR: JEFF CARTER, BARNSTABLE BUILDING DEPT., HYANNIS, MA RE: TB-18-3270 809 MAIN STREET, COTUIT, MA 02635 4-- Regarding the building permit application listed above,the work description is revised to read: "Demo existing kitchen and family room, construct 22'x 42' kitchen and living area with 8' wrap around farmer's porch. Construct 22'x 22' garage with 8'x 18' connector roof. The renovation will restore the property back to a single-family dwelling as per plans provided." In addition,the current 19'x 24' garage is bare studs with no insulation or running water and is not a habitable living space. The electrical has been disconnected and the building will be demolished during the renovation. L Respectfully Submitted by, i Stephe J. Devlin, Owner Timothy'McAdams Central Cape Construction Company Homeowne?"'�-�• NDIAa a `Z + z- nr 811 afr 10AWo r I E Town of Barnstable Regulatory Services ancuvsrnsLE.nines Richard V.Scali,Director i839• , Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, fi Vh , 8 Q KI!3- S ,as Owner of the subject property hereby authorize uw r to act on my behalf, in all matters relative to work authorized by this building permit application for: �l C v (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signs f Apph nt v ` Print 14ame Print Name Date e BR 6"YID= 1NE T Town of Barnstable L Planning&Development Department t,owe�ovMFyTo�o ° Barnstable Historical Commission 2 * RAMSTABLE,�« v 200 Main Street,Hyannis,Massachusetts 02601 5 Mnss 1639. (508)862-4787 Fax(508)862-4784 QED MA'I s �•. erin.logan@town.barnstable.ma.us �``N OF BARNS°6 t COMMISSION MEMBERS: Elizabeth Jenkins,Director Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Sectiori 112-3 F , A Applicant/Property Owner: Timothy McAdams r Subject Property: 809 Main Street,Cotuit Assessor's Map/Parcel: 035/067/000 Hearing Date: August 21,2018 Pursuant to the Barnstable Historical Commission receiving your notice of intent on July 25,2018,a duly advertised and noticed public hearing was held,on August 21,2018 to determine whether the significant structures identified as a garage and a single family home on this property are preferably preserved significant buildings and whether demolition delay would be imposed for the full demolition of the garage structure and partial demolition of the single family structure on the parcel addressed as 809 Main Street,Cotuit. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote,found that in accordance with Chapter 112F the full demolition of the garage structure and partial demolition of the single family structure are not preferably preserved significant buildings. Ln accordance with Chapter 112-3 F,the Commission determined by a unanimous vote that the full demolition of the garage structure and partial demolition of the single family structure would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. Nancy Clark,Chair '' Dat cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk ` 200 Main Street,Hyannis,MA 02601(p)508-862-4787(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (p)508-862-4678(fl 508-862-4782 17te. Countions ealth of Massachusetts Department of Industrial Accidents office of Ini�estigotious 600 Washington Street Boston,MA 02111 1 ivii ntass.gmldla Workers' Compensation Insurance Affida-6t: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(BusinessrOrgauizationilndliiidual): r`eky k( r 4OL, (^%n/)TIVC RUI/ Address: P-y V"'. k) S . City/State/zip: cm a . /VV4rns 6 Phone 9.: Are t-o n employer"Check the a propriiate box: Tyge of o*ect(required): 1.: I am a employer with._�� 4• ❑ I am a general contractor and I employees(full andror part-time).* have hired the sub-contractors 6. tow°construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7• ❑ �hng ship and have no employees These sub-contractors have g_ itiou •working for me in anyemployees and hate.workers"rkers' � �'capacity. - 9. uildiing 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 LE]Plumbing repairs or additions myself.[No workers'camp, right of exemption per MGL 12❑Roof repairs insurance required.]s c. 152,§1(4).and we have no employees.[No workers* 13.0 Other comp_insurance required.] *Any applicant that checks be-,#1 must also fill out the section below showing their workers'compensation policy informadooa 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. L the sub-contractors have employees;they must provide their workers'comp.policy number. I ant apt enployer that is providing workers''couppensation insurance for ntt'employees. Belong is the policy and job site Upforination. Insurance Company Name: t*S S Q C(aft' Policy#or Self-ins.Lic. c C a - 0 G Expiration Date: (C/ 16 Job Site Address: 02 (Ally City/State/Zip: CQ6 I U47A(;J Attach a copy of the workers'compensation polio-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 foe up to S1,500.00 andior one-year imprisonment,as well as civil penalties in the form of a STOP I ORK ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the.DIA for insurance coverage verification. I do hereby certify under the pains nd enalties of perjwrt that the information prov ded above is t ne and correct 1 Si ature: ate: 2G Phone : Official use on$. Do not it-rite in this area,to be coinpleted bt cih'or town o icial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.ElectricaI Inspector 5.Plumbing inspector 6.Other Contact Person: Phone#: Office'of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration _ v Type: Corporation Registration: 131841 CENTRAL CAPE CONSTRUCTION COMPANY'INC,` x 3` 820 MAIN ST E*rraation: (M/25/2020 COTUIT,MA 02635 c 3GA 1 20M-05/17 Update Address and Return Card. �'e :;.J/G.�taix�riai<�ctea//I��'�'/�it�nrlFutclf� ` Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR RegieVallon valid for indhdduai use only TYPEo-ComoreUal before the swiretlon date. It`found,taut to: Ragi4EI 1314i _ i OHlce of er Consum Affairs argil S-usinesa Regulation 8 __ 10Q0 Washington.Svw.-Suite 710 8 a 08/25/2020 CENTRAL CAPE CONSTRUCTION COMPANY,INC. Win,MA 02118 �a '"Y STEPHEN J. -EV[JN " 820 MAIN-S7 r COTl11T,MA 02835 Undersecretary 1'" Nd# :' thOtit Jag—Inewr6 Commonwealth of Massachusetts D�vl$ion of Profess�onai L:censure Board of Building Regulations:and St andards CS-04799 1 t 1 i piles 0, 04/2020 STEPFIEN J 820 Mi, STRE T +" COTUIT MA 02 35� -Sk , Commrssioner " Client#: 38438 2CENTRALCA ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 09/09/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy ac°NN Ell:508 775-1620 a No; 5087781218 973 lyannough Road ADDRESS:E-MAIL P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Arbella Mutual Insurance Company 17000 INSURED INSURER B:Associated Employers Insurance Company 11104 Central Cape Construction Company,Inc.820 Main Street INsuRERc: Cotuit,MA 02635 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. TRRLY EXP TYPE OF INSURANCE NSR WVD POLICY NUMBER ADDLSUBR MM/DDY� MM/DID LIMITS A GENERAL LIABILITY X 3600067686 9/06/2018 09/06/2019 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMA�E 770 RENTED PREMISES Ea occurrence $500 000 CLAIMS-MADE OCCUR MED EXP(Any one person) $15 000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 PRO-POLICY PRO LOC $ P AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Par. er acc dent $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ rlDIED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050091992018A 5/14/2018 05/14/201 X W AND EMPLOYERS'LIABILITY C STATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Y/N Fy� N/A E.L.EACH ACCIDENT $500 OOO (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 r DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) "Workers Comp Information" Proprietors/Partners/Executive Officers/Members Excluded:Steve Devlin,Pres.lTreas. Certificate holder is named additional insured for general liability when required by written contract. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of.insurance shall-be.deemed to have altered,.waived,.or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION t • Mashpee Commons LP SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1530 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE C. ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S218435/M218434 RPSW1 I � �'1 fit,� ��SOS � �t�j� ►/�,��� s T - - �O7ZI i� d AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph / Wind Exposure Category................................................. ......................B 1.2 APPLICABILITY — Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories RoofPitch ....................................................................... ..(Fig 2 Mean Roof Height ..............................................................(Fig 2).........................................................�'ft 5 33' BuildingWidth,W....................................................:..........(Fig 3)................................................ 22 It 5 80, BuildingLength,L ..............................................................(Fig 3)..............:..................................-- ft 5 80, . Building Aspect Ratio(UW) ...................................:........ ..(Fig 4)..:..................................................I s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................6-9-5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)........................................... ..................... 2.1 FOUNDATION — Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................................................................... ...... . Concrete Masonry................ ........... .................................... ..................................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing-general...................................... ...(Table 4)................................. ........ » in. (� C Bolt Spacing from endpoint of plate .............:..............{Fig 5).................:.........I.........��in.:5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).......:.`................................... .....�,in.2 7„ Bolt Embedment-masonry.........................................(Fig 5)............................................ in.,!15" 1� � PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x,14" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension.......................... . .....(Fig 6)............................�ft s 12'or U..or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................. . _✓ Maximum Floor Joist Setbacks ..."'.""""""' Supporting Loadbearing Walls or Shearwall................(Fig 7).............. ......... ft s d . ............................. Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwail................(Fig 8).................................................... Aft 5 d _ Floor Bracing at Endwalis.............................................. .:..(Fig 9)... .. . ... . ............................. ..............:.............. Floor Sheathing Type ........................................................ r 780 CMR Chapter 55 V Floor Sheathing Thickness........................:........................(per 780 CMR Chapter 55).................. . 4 in. Floor SheathingFastening ""' —� 9 (Table 2).. d nails at in edge/_in field 4.1 WALLS Wall Height / Loadbearing walls........................................................(Fig 10 and Table 5)............................ft 5 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._AV 5 20' a�j Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................�in.5 24"o.c. �i/ Wall Story Offsets :........ ..........(Figs 7&8).................................. ........ 0 ft s d V 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing wails........................................................(Table 5)..............................2x 6- 1 ft in. (� Non-Loadbearing walls....................................:..:........(Table 5).... :2x_f - ft in. '-r/ Gable End Wall Bracing' . ......................... — Full Height Endwail Studs............................................(Fig 10)..........................:....................................... �.. WSP Attic Floor Length................................................(Fig 11)......................:...................... ft -W/3 ,/-�^NO /JTil C Gypsum Ceiling Length(if WSP not used)...................(Fig 11)........................................(.4 z 0.9W V 2 x 4 Continuous Lateral Brace @ 6 fL o.c...(Fig 11)................... ............I............................ Double Top Plate Splice Length .................... . (Fig 13 and Table 6 Splice Connection(no.of 16d common nails)..,...........(Table 6)......... ....... .... AWC Guide to Wood Construction in High Wind Areas: I1 D mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Z Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d'common nails)...............(Table 8).............................. `L.........................` Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ...................................................... Table 9 t/ Sill Plate Spans ( ) ..ft 6 in.5 11' ........................................................(Table 9).....:.....:......................�ft fi in.s 11' Full Height Studs (no.of studs)................. . .(Table 9)............................................ �i>C Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. a ft 0 in.5 12' SillPlate Spans...........................................................(Table 9).................................. U ft- s 12" Full Height Studs(no.of studs)........................... . .(Table 9)................. a .r,... �✓�S Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W N /Nominal Height of Tallest Opening2 ............................................... 0 5 6'8" V Sheathing Type.... ........................................(note 4)................................................::�/-t& (�1S:a Edge Nail Spacing.,....................... .............. (Table 10 or note 4 if less)................... .../.f�—in. Field Nail Spacing.................................. ......(Table 10) . . ....................... 1 Z . in.................. . .... Shear Connection(no.of 16d common nails)(Table 10)..................................... . .................... 3 Percent Full-Height Sheathing.......................(Table 10).................................. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2.............. ....:........... ...........:. .....�.ems 6'8" Sheathing Type..............................................(note 4)........................ ... j ,i., �l S g 1✓ Edge Nail Spacing.........................................(Table 11 or note 4 If less)........................in. —17 Field Nail Spacing..........................................(Table 11).:............................................... In. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)........................... . . 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................ Wall Cladding •.... — Ratedfor Wind Speed?.............................................................. ................................................:............... 5.1 ROOFS - Roof framing member spans checked?.......................(For Rafters use AWC Sp n Tool,see BBRS Website) LZ Roof Overhang ...................:........:. .......... .........(Figure 19).............. tkft s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= u`�pif Lateral.............................................(Table 12).............................................L= n6pif Shear...............................................(Table 12)...........................................:S=-)3-pif Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)................ L1 p lf Gable Rake Outlooker.........................................(Figure 20)..............�ft 15 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................. U=�llb. __V_//�' Lateral(no.of 16d common.nails)...(Table 14).......................................L=1)61b. Roof Sheathing Type............................:......................(per 780 CMR Chapt 58 and 59).................. _ Roof Sheathing Thickness........................:.................. ........................:...... `in.z 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)....................Notes: 6�46e-4 to 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. Ail Straps per Figure 17 e. Corner Stud Hold Downs per Figure 16a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. Co;1,,'" AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8).........:........... 2. oad Bearing Wall Openings(record largest opening but check all opening s for compliance to Table 9) HeaderSpans ........................................................(Table 9 Sill Plate Spans )..................................-I ft U in.5 11' (Table 9)..................................3 ft a in.511' Full Height Studs (no.of studs)........................ ...... (Table 9)..............................:........... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) / HeaderSpans.............................................................(Table 9)..................................3 ft 6 in.5 12' t/ SillPlate Spans...........................................................(Table 9).................................._�ft O in.5 12" _V Full Height Studs(no.of studs)....................................(Table 9)........................................Z T2-t ! e Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV — Minimum Building Dimension,W Nominal Height of Tallest Opening2 ........ ............................................... :...... ........��:{JT5 g'g" Sheathing Type..............................................(note 4)...................................... .. ...........).j/;r 6 S R -- Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................... S iin-. Field Nall Spacing..........................................(Table 10)................................................. 6 in. Shear Connection(no.of 16d common nails)(Table 10)............................:............... ............� Percent Full-Height Sheathing.......................(Table 10)..................... ............................: % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...... LV f�Clo elt. Maximum Building Dimension,L Nominal Height of Tallest Opening2................................................................... il"IIMs 6'8" Le Sheathing Type........:.....................................(note 4)................................................f. . 4 QL Edge Nail Spacing.........................................(Table 11 or note 4 If less).....................{6 in. Field Nail Spacing..........................................(Table 11)................................................. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11).................................................. ° — 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........... Wall Cladding ""' — Rated for Wind Speed?.................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) V Roof Overhang ...................................................(Figure 19)..............__.Cft 5 smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls —' Proprietary Connectors Uplift................................................(Table 12)............................................U=2.61'pif Lateral.............................................(Table 12).....................................: L= 1 If '��p Shear..............................:................(Table 12)............................................S='1�plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).................... ... ....T= I�i�1 pif Gable Rake Outlooker........................ ................(Figure 20)..............�ft s smaller T 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 14)............................................U= 4 r1 lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= SLIb. Roof Sheathing Type........... (Per 780 CMR Cha........................................ ters 5 nj 59)............ p Roof Sheathing Thickness........................................... ....... �in.2t 7116"WSP T ................................. Roof Sheathing Fastening.........:.................................(Table 2)..........................6 ,Iks�..... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist.is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shalt be a minimum 2 in.nominal thickness.pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Cl Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories _ RoofPitch ..........................................................................(Fig 2) ......................:.................... 5 12:12 MeanRoof Height ..............................................................(Fig 2)........................I........................Aft 5 33' BuildingWidth,W...............................................................(Fig 3)................................................ ) 5 80' BuildingLength,L .............................................................. Fig 3)........... ............... ................: ...L.Z ft s 80' V Building Aspect Ratio(L/W) ...............................................(Fig 4):.................. .. ....... .... ... ....... tad s 3:1 Nominal Height of Tallest Openin92 ...................................(Fig 4)........................... 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. _ ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only / Bolt Spacing-general ..........................................(Table 4)............................................... Bolt Spacing from endfjoint of plate ..:.........................(Fig 5)...................................... (Z in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................2 in.z 7" Bolt Embedment-masonry.........................................(Fig 5)............................................ � PlateWasher...............................................................(Fig 5)...............................................Z 3"x 3"x'/," 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)...................0 i!-Lit ft 512'or U2 or W/2 6� Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... C ft s d L/ Maximum Cantilevered Floor Joists —/ Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._aft s d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................. . ....� Floor Sheathing Thickness ..................................:..............(per 780 CM Chapter 55)................3'�( in. 1/ Floor Sheathing Fastening...................................................(Table 2)..CM nails at Tin edge/_( 4n field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................�-ft s 10, v Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ................................................:....(Fig 10 and Table 5)...................16 in.5.24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ 0 ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6 - Oft in. Non-Loadbearing walls................................................(Table 5)..............................2x - ft in. Gable End Wall Bracing' Full Height Endwall Studs...........................................(Fig 10).............................. ....... .............�.............. _ WSP Attic Floor Length................................................(Fig 11)..............................(....�I......'J2 ft LW/3 Gypsum Ceiling Length(if WSP not used).....:.............(Fig 11)...................I.......................2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).................................. _ .......................... Double Top Plate Splice Length .....-.....I...................... ..................(Fig 13 and Table 6)....-. .....,........................� ft V Splice Connection(no-of 16d common nails).......... ...(Table 6)........................ .................................1 d CREScheck Software Version 4.6.5 �J( Compliance Certificate Project New Custom Addition Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 809 Main Street Tim&Maureen McAdams Steven Devlin Cotuit, MA 02635 809 Main Street Central Construction Company Cotuit, MA 02635 820 Main Street Cotuit, MA 02635 { 508-776-6660 . • . Compliance: 1.2%Better Than Code Maximum UA: 264 Your UA: 162 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. i Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 842 38.0 0.0 0.027 23 Ceiling 2: Flat Ceiling or Scissor Truss 284 38.0 0.0 0.030 9 Floor 1: All-Wood J oist/Truss:Over Unconditioned Space 988 30.0 ' 0.0 0.033 33 Wall 1:Wood Frame, 16" D.C. 952 21.0 0.0 0.057 45 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 102 0.300 31 Door 1: Glass 68 0.310 21 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP /�' L � u�e� 09/25/2018 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 727887 Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Pagel of 9 f CREScheck Software Version 4.6.5 NJ/ Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. sScr©n , Pre-1 ec`tinrr IF+Iart:Rf vie�+r Puns titer€fled' Brett!Yerifrec!' ! P a Value Uaue .f Complies Gttmment9s/Assumption .. .:x a. :. 103 1 :Construction drawings and �s �" `� N ❑Com lies 'Requirement will be met. 103.2 ,documentation demonstrateNS ❑ P q t � Does Not [PR1]i ;energy code compliance for the ❑Not Observable :building envelope.Thermal €� �' ' 'envelope represented on `. z ����� ❑Not Applicable ;construction documents. 103 1, :Construction drawings 7s and � ' � � `❑Complies 103 2, 'documentation demonstrate X ,VZ❑Does Not 403.7 energycode compliance for P - [PR3]1 :.lighting and mechanical systems I y � � []Not Observable 'Systems serving multiples >La �� k •❑Not Applicable �� � � �s ;dwelling units must demonstrate ;compliance with the IECCs Commercial Provisions. gm w OR : a ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 4-J M,8 i sized per ACCA Manual S based Btu/hr : Btu/hr j❑Does Not {pl?? �N05on loads calculated per ACCA Cooling: Cooling: wagg Manual J or other methods ❑Not Observable approved b the code official, Btu/hr Btu/hr []Not Applicable ; PP Y ; Additional Comments/Assumptions: i i r r 1 High Impact(Tier 1) 2 ,Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 2 of 9 section � x �i r • s ' a � � `. :� � # �'� �foundaxion inspection� x Compiies�`,� �`' C+�mments/Assumptions -` � Q3 zul A protective covering is installed to ❑Complies :Exception: Requirement is not applicable. protect exposed exterior insulation '❑Does Not VSZ, - ` and extends a minimum of 6 in. below 1. ;grade. ❑, Not Observable ':[]Not Applicable 4F3 9 ;Snow-and ice-melting system controls;❑Complies {fb12{2 installed. ❑Does Not ❑Not Observable s h r .❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 3 of 9 PlansUer+fled Field� r�tierl Cbmplies� dmrrients/Assumptions ' riming ktswam ough Iri inspec#ion w�7lue �ta�lue n x 402.1.1, Glazing U-factor(area-weighted U- U ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not :table for values. 402.3.3, ❑ 402.5 : Not Observable (FR2]1 ; ;❑Not Applicable ! E 303.1.3 ,U-factors of fenestration products ❑Complies 'Requirement will be met. [FR4]1 :are determined in accordance �=��-� ��'� ;�����������❑Does Not :with the NFRC test or procedure P ❑Not Observable ,taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier �"`❑ � Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. � � � ��� � ❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built „ Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting � � ❑Does Not ;AAMA/WDMA/CSA 1 101/I.S.2/A440 � � *'�-��,,'i❑Not Observable for has infiltration rates per NFRr_ 400 that do not exceed code ❑Not Applicable limits. . lies. � x �' �� ❑Com 'Requirement will be met. �102:4 5 = rIC-rated recessed lighting fixtures � �� �� � P #fR16]Z •sealed at housing/interior finish ❑Does Not sand labeled to indicate<_2.0 cfm � � s ❑Not Observable x ;leakage at 75 Pa. � ,❑Not Applicable 403.3 1 "Supply and return ducts in attics l o s s' MMEIComplies [FR12]1 insulated >= R-8 where duct is ❑Does Not :>= 3 inches in diameter and >_ � ❑Not Observable ;R-6 where< 3 inches. Supply and ❑Not Applicable return ducts in other portions of ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 � for< 3 inches in diameter. ou x4 403 3 5 jBuilding cavities are not used as � ' ❑Complies [FR15]3 ducts or plenums. ❑Does Not PM �� � ❑Not Observable zcb •c_�� i []Not Applicable 403 44 "'HVAC piping conveying fluids R- R- ;❑Complies I,AfR ]2 above 105 sF or chilled fluids j ❑Does Not »below 55 QF are insulated to>_R- ; y ❑Not Observable M 3. ❑Not Applicable 403.4.1 !Protection of insulation on HVAC � } k# ❑Complies . � [FR24]1 ,piping. �3 � f ❑Does Not ❑Not Observable ❑Not Applicable 403 5 34y;Hot water pipes are insulated to R R- I❑Complies ,a2:R-3. ;❑Does Not x{ T❑Not Observable y = ;❑Not Applicable 403 6 yAutomatic or gravity dampers area ;Requirement will be met. j,R1g3 installed on all outdoor air � � �� ❑Does Not intakes and exhausts. t ❑Not Observable � }❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 4 of 9 f I High Impact Tier 1 2. Medium Impact Tier 2 Low Impact Tier 9 P ( ) P ( ) ;.3 ( 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 5 of 9 .#� y �r cs insuia#Nan inspect➢on F a Y � r � CORnt3��$5?'Y CopinleRtS�AS.�tU#'#1�ItIGtRS N u 303 i 1 All installed insulation is labeled❑Complies Requirement will be met.A ~ {IN13]z 5or the installed R-values r � � . � � � � � � � � '�� �❑Does Not provided. ` ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R value. R- R- ,OComplies See the Envelope Assemblies 402.2.E ! ;❑ Wood ❑ Wood !❑Does Not :table for values. [IN1]1 ❑ Steel ;❑ Steel ❑Not Observable ❑Not Applicable s 303.2, ,Floor insulation installed per � �� �� ir � ❑Complies ,Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the 3 underside of the subfloor, or floor []Not Observable 5framing cavity insulation is in ❑Not Applicable econtact with the top side of ,sheathing, or continuous :insulation is installed on the � � , 'underside of floor framingand ;extends from the bottom to the � �� ;top of all perimeter floor framing �� � members. � � f � A; 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies :See the Envelope Assemblies 402.2.5, `mass wall with at least 1/2 of the ;❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ':exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; � w 303.2 ;Wall insulation is installed per �' ��� �K� °� �� �' ❑Complies ,Requirement will be met. [IN4 ]1 � ��� � "manufacturer's instructions. ����� � � M` ❑Does Not ; ❑Not Observable ❑NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 .Medium Impact(Tier 2) 3,;Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 6 of 9 i gift # Final Inspection Provtsfons- Complies? CoMrnenis/Ass`unnptions . Ile _ �daiue zj � �-' 402.1.1, 'Ceiling insulation R-value. R- R- :❑Complies :See the Envelope Assemblies 402.2.1, 1 IF] Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ;❑ Steel UNot Observable [Fil ;❑Not Applicable ❑Complies ;Requirement will be met. 303.1.1.1, ;Ceiling insulation installed per � ��M � 303.2 .manufacturer's instructions.every ❑Does Not i [FI2] ;Blown insulation marked eve rt ❑Not Observable g r ❑Not Applicable ; 402 2 3 Vented attics with air permeable � � fi❑Complies 'Requirement will be met. Insulation include baffle adjacent ❑Does Not t 'to soffit and eave vents that extends over insulation. NO ❑Not Observable ONot Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 'insulation >_R-value of the ;❑Does Not ;adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 113lower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies :Requirement will be met. [F[17]1 each in Climate Zones 1-2, and a ODoes Not <=3 ach in Climate Zones 3-8. - lQNot Observable j❑Not Applicable 403.3.4 !Duct tightness test result of<=4 cfm/100 cfm/100 ,OComplies [F14]1 ;cfm/100 ft2 across the system or ; ft2 ftz ;Oboes Not <=3 cfm/100 ft2 without air :handier @ 25 Pa. For rough-in I❑Not Observable ;tests,verification may need to ;ONot Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 E❑Does Not ;either. Rough-in test:Total ;leakage measured with a I ;❑Not Observable pressure differential of 0.1 inch ,'ONot Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ; leakage measured with a ;pressure differential of 0.1 inch j w.g. across the entire system i including the manufacturer's air ; ;handler enclosure. j 403.3.2.1 ;Air handler leakage designated { � � FI24 ;b manufacturer at<=2/°of ICE [ ll Y ° � � r r � ❑Does Not ; design air flow. ,k � a QNot Observable ❑Not Applicable 403 1 1 Programmable thermostats� M12❑Complies , { {2 ,installed for control of rima Fig p rYODoes Not i heating and cooling systems and �Ak ially set by manufacturer to � ❑Not Observable .; 'codes specifications. � �� � �❑Not Applicable P M� 3 s " 403,1 2 '1Heat pump thermostat installed � � s � QComplies NUI {Fl10]2 on heat pumps. ❑Does Not �❑Not Observable ; ❑Not Applicable 403 5 1 Circulating service hot water ❑Complies I {>f11]2 systems have automatic or s�= � t ❑Does Not -,accessible manual controls. []Not Observable '❑Not Applicable 1 High Impact(Tier 1) 2~'Medium Impact(Tier 2) 3;Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 7 of 9 � p Plans Veri€ied Field YeCr€reci Corn�lies Sommer►#s/�,ssurrrp#iar�s Final Iras ec#ian-Pravis}ans , � � � 1, 40361 All mechanical ventilation system � �� ❑Complies jfl2 }z ,y ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ; Y and air flow limits. � ,�� �.��� ��� � ❑Not Observable ❑Not Applicable 402ti ;Hot water boilers supplying heat []Complies E }2 9 P P 9 � v `❑fi26 throw hone-or two- i e heating Does Not systems have outdoor setback � � � �w control to lower boiler water ❑Not Observable temperature based on outdoor y ❑Not Applicable x92temperature. P 4031S? 1 Heated water circulation system s �x � � t �3 ❑Complies [1 i28}z Shave a circulation pump.The �� t �� ❑Does Not ,system return pipe is a dedicated a te, k U return pipe or a cold water supply �� � � t- � �❑Not Observable _ t 3 ❑Not Appl pipe.Gravity and thermos- icable ��.; ,�-� � ��. r� syphon circulation systems are � �� not present. Controls for §� � � ; circulating hot water system � ' � � � r5 pumps start the pump with signal ' ^ 1 for hot water demand within the � � � { 3occupancy. Controls � � automatically turn off the pump j +when water is in circulation loop _�� ��� 'X�'°`� . is at set-point temperature and @ P P no demand for hot water exists. �,��._ 403.52 2 Electric heat trace systems WUM "� � ❑Complies [Fi9} comply with IEEE 515.1 or UL []Does Not Controls automaticallyx sY ❑Not Observable adjust the energy input to the �� � heat tracing to maintain they ❑Not Applicable r desired water temperature in theme 403 5N2 ;Water distribution systems that ��� � �� ❑Complies -� �, [f13f3}}z have recirculation pumps that ❑Does Not pump water from a heated watery supply pipe back to the heated �� �� �� �� []Not Observable ; x water source through a cold � ❑Not Applicable t : water supply Pipe have a � * � � M. t demand recirculation water x system. Pumps have controls " that manage operation of the um and limit the temperature " of the water entering the colder ;water piping to 104QF. 403 5 4j ` Drain water heat recovery units § '❑Complies jFi31}z � tested in accordance with CSA � ❑Does Not 655.1. Potable water-side pressure loss of drain water heat f� i��' � ❑Not Observable I r5� �4 []Not Applicable recovery units< 3 psi for individual units connected to one or two showers. Potable water- �e3 'M M , side pressure loss of drain a heat recovery units <2 psi for r{individual units connected to w three or more showers. 404.1 '75%of lamps in permanent � � ��#�� �i� ' �❑Complies [FI6}1 fixtures or 75%of permanent �� � � ; �� ��������� � �� � a❑Does Not , fixtures have high efficacy lamps. �� �� Does not apply to low-voltage � ❑Not Observable i lighting. PP Y � ❑Not Applicable ❑Com lies 404:1, 1 ;Fuel gas lighting systems have ��„ �, ��`�� r � � ,��x� p [F123}3 no continuous pilot light � ❑Does Not �� x �� � �[]Not Observable �❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 8 of 9 ' � , Plans Verii'ied Fleld Y�r�t'iea k 4 x -� � � F)nal inspection Provisions' i � �_ .� k � Compties'� �ommenLs/Assumptions , 401:3 f Compliance certificate posted. � �� °❑Complies Requirement will be met. []Does Not ❑Not Observable []Not Applicable 303 3 ;Manufacturer manuals forte ❑Complies jf118a3 mechanical and water heating � ❑Does Not systems have been provided. � � �� � � �� ����. � ¢� ��� ❑Not Observable ' ;- ry ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 .Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 09/25/18 Data filename: Untitled.rck Page 9 of 9 2015 I CC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating �iU-Factor� � � SHGI" Window 0.30 Door 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Ia.F T E MEMBER REPORT Level,Floor.Dropped Basement Girt 94 PASSED L 3piece(s) 13/4"x 117/8" 2.OE'MicroHamp LVL MW70" Y l � �.. a � - Overall Length:4Z X a it 1^'£ X it f3 II Sf£ i t t s T T T 7' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. I}esignit2esults ,"` ltrtual��t".rlhon" �%% 1jcnsred`= �Re�sut[ t-t>F� Loa£! cosnb£natron vat[+ System..floor Member Reaction(lbs) 14893 @ 21' 15225(4.00") Passed(989k) -- 10 D+0.75 L+0.75 S(Adj Spans) Member Type:Drop Beam Shear(lbs) 1812 @ 5 10 1/8 11845 Passed(15%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) -3269 @ 35' 26772 Passed(12%) 1.00 1.0 D+1.0 L(Adj Spans) Building code:IBC 2015 Live Load Defl.(in) 0.016 @ 3'5 3/16" 0.228 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.020 @ 3'41/2" 0.342 Passed(LJ999+) - 1.0 D+1.0 L(Alt Spans) Deflection criteria:'LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top cor£tpression edge must be braced at 42'a/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 42'o/c unless detailed otherwise. ,.� Ul3�OCL5 Tiifa!" Avanlable r 'Ftoor 0 �"7';ota! r£cs 1 Pocket in masonry-concrete 3.50" 3.50" 1.50" 428 1423/-169 185l!-169 None 2-Wumn-SPF 4.00" 4.W 1.50" 1175 3705 4880 Blocking 3-Column-SPF 8,00" 8.0T 1.5w 1017 3575 4592 Blacking 4-Column-SPF 4.00" 4.00" 3.91" 5752 3662 8525 17939 Blocking 5-Coumn-SPF 8.00, 8.DtT 1.50" 1017 3575 - 4592 Blocking 6-Column-SPF 4M" 4.00" 1,50" 1175 3705 4880 Blocking 7-Picket in masonry-concrete 3.50" 3.50" 150" 428 1423/-169 - 1851/-169 None -Bloclong Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ,, • Loecls% ,� > ttori{s 3 a {�. (.eta: ! { s} C r 0-Self Weight(PLF) "0 to 42' N/A 18.2 1-Uniform(PSF) 0 to 42'(Front) 11' 12.0 40.0 - R= dentia-Living Areas from:Linked 2-Point(ib) 21'(Fron£t) N/A 4684 - 8525 Ridge Beam> Su 2 Weye 3e1ISr[Notes y z ,, ry >.. .Y {23)50STAINABLE FORESTRY INIVAME Weyerhaeuser warrants that dte sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. � Weyent£aeuser expressly disdaims any other warranties related to the sofhvare.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is cornpabtble with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this so=ware.Products:manu€actured at Weye haeuser facilities are third-pa ty certified to s£stainable forestry standards.Weyerhaeuser Engineered Lumber Products haves been evaluated by ICC ES under technical reports ESR 1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation report,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.comlwoodprodudsldocument-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER.ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION.THE PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION,DESIGN LOADS AND DIMENSIONS ARE CORRECT.AN AUTHORITY FAMILIAR WITH THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. Frzrte Sahmme Operator £b Notes 9/24/2018 12:44:08 PM Forte v5-4,Design Engine:V7.1.1.3- I Henry krauss 309 Main St N �91 � . I fasmo llh lumber Cotu£t,MA �� Central Const-809 train St Cotuil-4te I (503)549-3227 Tech call t#!Ml i geremr*:@falmouthlumber.com �,� �, � Page 1 Of 1 AF 0 R TE MEMBER REPORT Level,Floor.Garage 2nd Floor Joists#5 PASSED I piell:6(s) 117/8"TH(D 560 @ 16" OC Overall Length:2Z 0 0 27 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. OV idw system Floor i Member Reaction(lbs) 755 @ 4 1/2" 1725(3.5W) Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 731 @ 5 1/2"_ 2050 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 3914 @ 11' 9500 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.386 @ 11' 0.531 Passed(L/661) -- 110 D+1.0 L(All Spans) Design Metliodology:ASD Total Load Defl.(in) 0.501 @ 11' 1.063 Passed(L/509) 1.0 D+1.0 L(All Spans) Tj-pro— •Deflection criteria:LL(L/480)and TL(LJ240). Top Edge Bracing(Lu):Top compression edge must be braced at W o/c unless detailed otherwise. Bottom Edge Bracing(Lu):'Bottom compression edge must be braced at 21'1U'olc unless detailed otherv%fise. A Structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32'Weyerhaeuser Edge—Panel(24'Span Rating)that is glued and nailed down. Additional considerations for the TI-Pro"Rating include:5Y8"Gypsum ceffing,1x4 Fiat strapping. 01, M, P- xi A, !able tiequmecl [lead wr Total W 7 ';ial-111- d i a I-Stud wall-SFF 5,50" 4.2Y 1.75" 176 587 763 1 114'Rim Board 2-Stud wan-SPF 5.50" 4.2Y L75" 176 587 763 11/4'Rim Board -Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. I-Uniform(PSF) 0 to 22' 16. 12.0 40,0 Areas ResidEffbal-Living WSTAINABLEfOgESTRYNITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance With Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction-The designer of record,builder or firarrer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking?ants and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standardsi.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerilaeuser product literature and installation details refer to wvnv.weyefteuser.com/%voodprodLLts/doamient-library. The product application,input design loads,dimensions and support information have been provided by Forte Software operator THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER.ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION.THE PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION,DESIGN LOADS AND DIMENSIONS ARE CORRECT.AN AUTHORITY FAMILIAR WITH THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. F Force Software Operator Job Notes, 9/24/2018 12:44:22 PM I jerenry krauss 809 Main St Forte v5-4,Design Engine:V7_1.1.3 falm - lumber Catuit,MA 49 Central Const-809 Main St. Coftjit.4te (508)54-83227 Tech Call#9W11 Page 1 of 1 L.......................................................................................................................................................................................... MAI- a MEMBER.REPORT Levef,Roof Drop Beam#2 �—"•,, fix.0� PASSED # 3 piece(s) 13/4n x 9 1/2 2.OE Microliamp LVL r Overall Length:16'51/2" D end 2 3r i 0 0 18' a o _ All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ry t3atgt ?Lesul#s� ° v �Lotion yy tu�,rRR ,Ic LI?� a®at�rnlanatronPacn}f System Roof Member Reaction(lbs) 3411 @ 4" 20934(5.50') Passed(16%) - 1.0 D t 1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2893 @ 1'3" 10898 Passed(27afa) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential i Moment(Ft-lbs) :12922 @ 8'2 3/4"' 20312 Passed(640%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.465 @ 8'2 3/4" 0.526 Passed(L/408) -- 1.0 D+1.0 S(All Spans) Design Wthodology:Aso Total Load Deft(in) 0.803 @ 8'2 3/4" 0.790 Passed(L/236) - 1.0 D+1.0 S(All Spans) Ntember Pitch:0112 Deflection criteria:'LL(11360)and TL(L)240). Top Edge Bracing(L u):Top compression edge must be braced at 16 6"o/c unless detailed otherwise. Bum Edge Bracing(Lu)::Bottom compression edge must be braced at 16 W o/c unless detailed otherwise. fin IT01 Length {o1Sl�pportS(Ibs) �/ r.<UrMe, 1 Column-SPF 5.50" 5.50" 1.50" 1436 329 1975 3740 Slocldng 2-Coumn-SPF 5.50" 5-50" 1.50" 1436 329 1975 3740 Bloddng -Blocldrg Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. I �LCa£I5r��� Locatfon�side � � 0-Self Weight(PLF) 0 to 16'5 1/2 N/A 14.5 1-Uniform(PSF) 0 to 16'5 1/2"Front 8 15.9Y 30.0 Roof 0 to 16'S Z-Uniform(PSF) ront 1/2" IV50.0 10.0 1Meyer taeuser Notes l „ svwainiastr r trsrar ulvtiuriv H,,, ,,. Wey..haeuser warrants that the sizing of its products w ll be in accordance with Weyerhaeuser product design criteria and"Lftd design values. Weye,haeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authonty having jurisdiction.The designer of reed,builder or framer is responsible to assure that this calculation is compatible with the overall projecL Accessories(Rim Board,Biocldnxj Panels and Squash Flocks)are not designed by this software.Products manufactured at Weyerhaeuser faciliues are third-panty certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR 1153 and ESR 1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to%wAvweyerhaeuser.comf4vmdprodLKts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator THIS ANALYSIS IS EASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER.ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION,THE PROJECT PLANS HAVE NOT SEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION,DESIGN LOADS AND DIMENSIONS ARE CORRECT.AN AUTHORITY FAMILIAR WITH THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. k " ate, .: Forty 5oftwrare Operator Jo Notes i �: 9/24f2018 12:43::52 FM jeremmr Wuss soy twain St � �4 Forte v5.4,Design Engine:V7.1.1.3 falmetrtt lumber Cotuit,MA Oh.�� � <cr Central Const-8809 ivfain St: Cotuft.4te (503)548-3227 Tech call#s3811 S �, jeren;r+,Sfalmouthl umber.co SI(j AL Page 1 of 1 ... ......._... ---- _ — - ------------._... ✓✓ " MEMBER REPORT Level,Roof.,Ridge Beam#1 PASSED 2 piece(s) 13/4"x 16" 2.0E MicrollanIO LVL Overall Length..4Z ii \F { - � y a r` All locations are measured from the outside face of left support(or left cantilever ).Ali dimensions are horizontal- 4r io aei r i i t19iE-ReSl71s lcbs+�d: R�v1#.. i Member Reaction(Ibs) 4346 @ 4" 8181(5.50'1 Passed(53%) -- 1.0 D+1.0 S(Alt Spans) Waiter Type:Hush Beam Shear(lbs) 5689 @ 22'9 1/2" 12236 Passed(46%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) -27300 @ 21` 35781 Passed(76%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl-(in) 0,352 @ Y 7 7/8" 0.689 Passed(1-1705) -- 1.0 D+1.0 S(Alt Spans) design Methodology:Aso Total Load Defl.(in) 0.500 @ 9 5 5/8" 1.033 Passed(L/496) — 1:0 D+1.0 S(Alt Spans) Member Pitch:0112 DeBec ion criteria:LL(LJ360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at IV Y o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be:braced at 5'8"oJc unless detailed otherwise. i/ ng L / 1 Dads W Sugpot (i s ° y i a ra" i / Tamil Available [ed Dad rr N& p 1-Stud wall-.SPF 5.50" 5.50" 2 92" 1466 2881 4347 Wpcidrig 12-Gcgursn Cap-steel 11.00° 11,00" 5.03" 4684 8525 13209 None ; 3-Stud wall-SPF 5.50" 5.5(? 7-92" 1466 2881 4347 Blocla g •Blocking Panels are assumed to carry no loads applied directly above tham and the full bad is applied to the member Ding designed, i r i Td6tsta / >� a � rY i _Dead � 3tsaw> � L ied ElDttt(�e) 0-Sell Weight(PLF) 0 to 42` N/A 16.3 1-Uniform(PSF) 0 to 42'(Top) 11' 15.0 30.0 Roof y / % 9 �� a F / tJ57Aih7A8Lr rt73tf57K1 iNtT1ATiVE 'P er aeuser Noes . ,„ % VO-yerhaeusar warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this soft:+rare is not lint sruled to circumvent tdre need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with tte overall project.Accessories(Rim Board,Block ng Panels and Squash mocks)are not of signed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Product have been evaluated by IGC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASiM standards.For current coda evaluation reports,Weyerhaeuser Product literature and installation details refer to www.Weyerhaeuser.com/woodproducts/docLmient-library. The product application,input design loads,dimensions and support ii€amation have been provided by Forte software operator THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER.ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION.THE PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION,DESIGN LOADS AND DIMENSIONS ARE CORRECT.AN AUTHORITY FAMILIAR WITF THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. !` Q E. Fosse Software Operator Job Notes- 9/2412018 12:43 35 PM y rye / N 491 fatmou�lt lumber Cotuit,MA $ Forte u5.4,Design Engine:V7-1.1-3 ems krl uss 8o9 vain St Central Const-809 Main St- Cotvit.4te (508)548,3227 Tech Call#33811 )erersr almouthlunsber.com .._.......................................... ........................ ... _.-..........._.... `510.L- Page 1 of 1 tl 1 WIG 5'x4' Bedroom _ Bedroom 16'x13' 13x13' Bedroom 15'x8' All measurements are approximate and not guaranteed.This illustration is provided for marketing and convenience only.All information should be verified independently.©PlanOmatic b V `n Yn C,�� l r � S ; r es OL • lllllll _ � I On Kitchein O 8'xio' 3'x2' 5'x2' Dining Room Living ' l Bedroom Room 8'x13' 14'X13' Foyer 5'x6' All measurements are approximate and not guaranteed.This illustration is provided for marketing and convenience only.All information should be verified independently.©PlanOmatic 1 UCC � 1 . v Family 6� Room 20'X=' sun Kitchen Room S'X15' 12'x14' i ' I � 1 - e0 O• i Bedroom 14,x9' Cz:�7 9'x5' -C/ n Room Foyer CC.v 6'xI31 All measurements are approximate and not guaranteed.This illustration is provided for marketing and convenience only.All information should be verified independently.©PlanOmatic U� I '��a V� 7'x2' Dining _ Room 6'xi6' Living r Room Kitchen 15'x11' 00• Oo� i Foyer Porch 6'x5' i 14'x5' All measurements are`approximate and not guaranteed.This illustration is provided for marketing and convenience only.All information should be verified independently.©PlanOmatic f ��CIUA l ~ THE r4 The Town of Barnstable • s�axsr�st� • 9�A � Department of Health Safety and Environmental Services rFc �' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commi! For office use only 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. od , Type of Work• 6Est. Cost Address of Work:: Owner's Name Date of Permit Application: 9/6 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY 4elFply for a perm' as the agent he owner: �y j Date Contrac ame } Registration No. OR Date Owner's Name I I rr The Cunnttoll"Valtlt of Afussachusctts �;_�� Deparnizen"I of Industrial Accidents,�; • Ofnceo/InyestJgal/ons • hll® 11 ashingron Slrw '41 BOilom ATass. Ugh] Workers' Compensation Insutiattce Afftd-wit p�i�ilic grit iriforrnatian - — Plc�se PRINT Ieaibly � -_- h'1 Inc n• ?0 �t city � / !�/ � �� `..`' ' `'• ,,,,+tt�nc# _ I am a homeowner performing all work myself r t . I am a sole proprietor and have no one workin, in any capacity _ s .�.. w,+!_'!.'1M rw'.s'„�7�A7'."wM�1.1�'rrs�..:tRT�..w!+y.'A!'sT!'�+��",•"�./�.^•.'�,... ..- • I am an niplover providing workers* compensation for my employees working on this job. .Y COMM %* na t•: address. ___.._e• ��- i &AIM 411f nn #• 1 r �= n.curnncc en. -' o have hired the contractors listed below who have. homeoFvner circle ate and eneral contractor, or � ). I am a soleproprietor. • b - the following workers' compensation polices: ornminy natne, icltiresc• r " nhnne#• :Its n_surnncc co. •nntnnnv ntnc: nhnne#: insurince co. nolicv# ___,....,..�...__., Attach additional sheet if nices__sar_'.: `��•'�. ;^�'c; .,,^',�;L'i`.h S:u.:.=-='- :a .� �'' "'.' wime Foilurc to secure coverage as required under Section 25A of NIGL`152 can lead to the imposition of criminal penalties of a tine up to 51,50U.UU andior ,nc •cars'imprisonment as well.Is civil penalties in the form of a STOP AVORK ORDER and a fine of 5100.00:.t day a-:ainst me. 1,understand that a Copy of this statcmcno may be forwarded to the Orrice of Investigations of the DIA for eovcrage verification. I do herehr,cerrift•ander the pains and penalties of perjun•that the information provided above is True an cc--rect.- G, r S.i=nature Date Print narric c L ( f:Z fi t��� F `Phone otricial use unls Jo not write in this area to be completed bj•city or towit official` permit/license# _ •. ]1luildin�Dcpartmcnt city or tmvns ]Licensint, Board ]Selectmen's Officc C]check if immediate response is required ]Ilcalth Department ]Other �. 1 contact pen-on:_ phone#;' t f f �.}{,�- �y�,�(.g7 #.. 'S^`Y f�rt"R-' 4 �« °x� �i:�t �ht ii'� r�ih�F ..li. �� p aq', E � `�� �' �q•. HOME IMMOVEMENT! CONTRACT RS $RE TRATIONt board o Buxld `rig Regulate s n tandar'd G. ► { �, , T` Une Ashburton :glace '- oom 01` , v' E36ston Massachuset 30 7 0 - I ;f y • ` M1 �. ram . �` t. i }�+ HOME IMPROVEMENT"'GONTRACTOR; - -,-- - ;- ---- ;--- �Zegi�;tation 1( 371a,a' �. Ecpratiot'O7/0 /00 . I` ra• "� < - - i ° ommoo Type �x PARTNERSHIP 3 , . •�. HOME IMPROVEMENT CONTRACTOR I ` fi Registration :1037.14 , { r a r e PARTNERSHIP. P-AUL `J . , CAZEAULT6& SONS 'ROOFIrI+G� ' _ t I Y_P Paul J . Cazeault F I. �EXpiration 67/09/00 R' a' Y 22 :GiddiaTR_141 fr : P O:� Box * , dFleans MA"1.4 53 . " r 8 r t ., RAUL J CAZEAULT &SONS ROOFI .� r�� I=� ; _ �,�aul Jazeauit 7f Giddralt Rd: RIV:r4lox 278 Orleans HA 02653 ,k #• �. Ai .# 3{--ss'}:. � F' 4W: Ti �. �# h.Y #�( � T'Y- a�zs,'. VOYS i t I' e 91te -Comwwwwem"[)D'IARTMENT ;OF ONE -ASHBURTON PLACE ., RM 130", BOST,O A 0210,E -1U18 - A 1 a C NST'r�U( i i ?i'! SUPERVI.'.;OR L.i;CENSt " ...,... .- . N. nber. C 0:,.5325 10/20/1,999 t? .:trio±: To 00 997 PAUL. .:i CAZEAUL( Keep top ur r �c*�ipt rld cJl ±nc3E: bf .add rlc±i;..i.i ,catioI. ;ART T' f'+d•�•�i� BY=f1 ln^g._ � Y T'�f S _,:.. �e� ' 3 I y� t '1 F t �RVIIIf, 4a -� M1 AOORD CERTIFICA "E OF .L«IAB1 �TNS� ,1RAt (v! `S� DR DATEIMMIDD/YY� AUL,T 2 08/12/98 PRODUCER THIS CERTIFICATE IS ISSUED,4S A MATTER OF INFORMATION Drake,Swan 6 Crocker Insurance ONLY AND CONFERS NO RIGH TS UPC THE CERTIFICATE i Agency, Inc. "HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR i 14 Lot's Hollow Rd. ,PO Box 429 ALTER THE COVERAGE AFFORDED E Y THE POLICIES BELOW. Orleans MA 02653-0429 COMPANIES AFFORDII IG COVERAGE I David D Rust COMPANY '_Phone No. 508-255-3212 Fax No. A Assurance Co. of _�merica !INSURED - i COMPANY B Credit General Insurance Co. Paul J. Cazeault etal DBA Paul COMPANY J. Cazeault rL Sons Roofing C R P O Box 2781 Orleans MA 02653 COMPANY D i 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 i CERTIFICATE MAY BE ISSUED OR MAY PERTAIN„THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJE(:T TO ALL THE TERMS, ' f EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ' CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MMIDDIYY) DATE(MMIDDIYY) .LIMITS GENERALLIABILITY GENERALA6GREGATE $ 1000000 A X COMMERCIAL GENERAL LIABILITY CFP25552812 05/01/98 05/01/99 PRODUCTS COMPIOPAGG $ 1000000 CLAIMS MADE OCCUR PE?SONAL,.ADVINJURY s 500000 OWNER'S&CONTRACTOR'S PROT EACH OCCU 2RENCE $ 500000 FIRE:DAMAC=(Anyone fire) $ 300000 I MED EXP(A!y one person) $ 10000 AUTOMOBILE LIABILITY ' __ _ ANY AUTO CO181NED t,NGLE LIMIT $ . ALL OWNED AUTOS I {' SCHEDULED AUTOS BODILY INJU tY $ (Pe-person) HIRED AUTOS NON-OWNED AUTOS j BOUILY INJURY r (Pe-accident' PRUPERTY C'WAGE $ t GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO ( 4 OTH2R THAT.AUTO ONLY77777777 E\CH ACCIDENT $ , EXCESS LIABILITY - ` AGGREGATE $ EACH OCCU-RENCE $ UMBRELLA FORM AGGREGATE' $ ' OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND WC STw U- OTH- EMPLOYERS'LIABILITY TORY LC.ITS ER 7777777777 EL EACH ACCIDENT $"100000 8 THE PROPRIETOR/ INCL SWC17005902 / PARTNERSIEXECUTIVE 08 09/98 08/09/99 ELD!SEASE-POLICY LIMIT $ 500000 OFFICERS ARE: EXCL OTHER EL C ISEASE-EA EMPLOYEE $ 10 O 0 00 ,ESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESISPECIAL ITEMS Roofing .ERTIFICATE HOLDER >> CANCELLATION k s I I SHOULD ANY OF THE ABOVE DESCRIBEIr POLICIE>BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUIK 3 COMP.,NY WILL ENDEAVOR TO MA,L 10 DAYS WRITTEN NOTICE TO THE CERTIFIC ATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHt._L IMPO •E NO OBLIGATION OR LIAL.LITY OF ANY KIND ON T E COMPANY,ITS C 3E 2 PRESENTATIVES. AUTHORIZE EP ATIVE sCORD 25-5(1195) a ; c>ACpRD CgRRORATI N 1988 RE-ROOFING ❑ If located in OKH or Hyannis Historic District-Certificate of Appropriateness required unless same color/same materials specified on application Map/parcel number Sign-offfrom: Ll Tax Collector Treasurer 09"of squares of shingles or square footage of roof to be shingled EWecify stripping old shingles or going over old roof. If going over ❑how many roof layers existing now ❑what size are rafters? What is span? ❑ Complete dwelling information for the Assessor's Dept. -if known Workman's Comp. form [� Home Improvement Contractor Affidavit(RESIDENTIAL ONLY [ Home Improvement Contractor's License OR ❑ Homeowner's License Exemption(RESIDENTIAL ONLY ❑ Check expiration date on license COMMERCIAL WORK-No License is required. 0/ Fee q-forms-PERMITS 1 Rev 6/2/98 FORM B — BUILDING / ,` AREA .FORM NO. CTB 75 t MASSACHUSETTS HISTORICAL COMMISSION 3 � 294 WASHINGTON STREET, BOSTON,, MA 0210$ _ t Town Barnstable (Cotuitti Port) • `''' "`-m- � -` Address 809'Main St w Historic.Name}Alfred BEarse House"and Shop . Use Present dwe] ing, x: Original dwel-ling/shop } E d 5 DESCRIPTION: r. Date 184.9 NEM Source Santuit/cotuit Historical Soci4ty... SKETCH PSAP Show property's location in relation Style Greek Revival to nearest cross streets and/o,r geographical features.. Indicate Architect unknown all buildings bet;4een inventoried property and nearest intersection., Exterior wall fabric. shingle. Indicate north. Outbuildings : shop added at""rear p Major alterations (with dates) Cj rear ell and shop added s NicV�,rbo.'a Moved no Date n/a Approx. acreage .32 35/007 Recorded by Harriet Ropes Cabot Setting residential "village :area e rganization Barnstable Historical: Corfim- `1!;•:�j�T,n6 � :L Date june 1986 Photo #119-14—CTB.T5 (Staple additional sheets here)` 4 F � v� ��. � �� . ��l C�°��`- a � � ,�. F f ARCHITECTURAL SILIIFICANCE' (Describe important architectural •featur6s and evaluate in terms of other buildings within :the .community.). The Bearse is a typical and, simple local example of .the.,Greek::Revi:val style consisting of a gable end section with side.wing. The .1 story;sturcture is shingle sheathed and trimmed with cornerpilasters, fascia and a .simple 'entablature. Windows<;have splayed lintels and contain 6/6 sash. The main: entry, which is'not in the 'usual.'sidehall location, has a 'later enclosed hip. roof, porch. , HISTORICAL SIGNIFICANCE (Explain the role owners played in local or state history and how the building relates .to. the development of the community;) , This house and; shop, which at one time also included: a :livery-stable and bowling _a.11ey, illustrates: the mixed .uses found throughout 'the. village .in.'the 19th century:. The,. original owner, Alfred Bearse, 'was ,a seaman who later turned .to the: livery `business.: r., BIBLIOGRAPHY and/or.REFERENCES.,(name of publication, author :date and publisher) BArnstab,le.Count yAtlases 1.858, .1880, : 1907 Trayser, Donald G. Barnstable, Three Centuries of a Cape Cod Town. 1939. `lOr4.! 7/S? i "W-1gineering Dept. (3rd floor) Map Parcel co Permit#" House# " Date Issued Board of Health(3rd floor)(8:15 -9:30/.1:00-4:30) t Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) " Planning Dept. (lst floor/School Admin. Bldg.) THE Definitive Plan Approved by Planning Board 19 �. BARNSTABLE. ` �OIFo 19- TOWN OF BARNSTABLE ' Building Permit Application E Project Street Address Village Owner WE Address �/� Telephone Permit Request k I U. First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ 11 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No 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 No. 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 Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name Telephone Number Address License# a Home Improvement Contractor# ZQ 3 Worker's Compensation C120— /!7ZD NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE 9 4 Iq BUILDING PERMIT DENIED kR THE FOLLOWING REASON(S) - . r FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED : MAP/PARCEL NO. f ADDRESS VILLAGE OWNER 1 _4 `f DATE OF INSPECTION: , FOUNDATION }- FRAME .. � - ". _. } aye - • INSULATION k FIREPLACE , i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL } GAS: . ROUGH FINAL (.FINAL BUILDING M t t t ^DATE CLOSED OUT t , `ASSOCIATION PLAN NO. ' TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map 03 Parcel Qc? Permit# 2-C Health Division Date Issued &D 2000 rLo Conservation Division_ Fee 3 �_ Tax Collector Treasurer T) \ink M1Mk14 ?tD� Planning Dept. Date Definitive Plan Approved by Planning Board ' Historic-OKH Preservation.!Hyannis Project Street Address ffo� G1( v1 J"I Village C C>7-" r 'f Owner 6-s t� n/y i e, Address SG� hl.el 2 Z -2Sy Telephone / Permit Request ( 2-0r1ac�L wi Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation, �TO� Zoning District Flood Plain Groundwater Overlay Construction Type r 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 Cl 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 BUILDER INFORMATION Name____ _ (�f�a /1/��, ( Telephone Number 7'7 --Z-925— Address ( � I✓ t,(c Ale, License# C>G0 `f-1 Home Improvement Contractor# / 2 5- 7/ Z Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -7 '�►5 SIGNATURE //Lz"ete _ DATE - 7 00 ;4 a FOR OFFICIAL USE-ONLY . PERMIT NO. DATE ISSUED wti MAP/PARCEL NO. - F ADDRESS VILLAGE o - OWNER,, �� :. � .+. .., _, ,• - t � '} DATE OF INSPECTIOf4: t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - r FINAL BUILDING f ^ DATE CLOSED OUT - ASSOCIATION PLAN NO. Department of Industrial cc.aents ONee alarrestfoatforrs 600 Washington Street r' 02111 �^ Boston,Mass- Workers, Compensation ..... ation Insurance ���////%%��%����������//%�%///%/r�; gnriic^ti iiu'emu rraoii�ii�/ ���/� name. ,ocaauon. 2 L hone# t City am a homeowner pt�orming all woxk�� C , am a sole aroorietor and have no one wori�nQ � �P /////////// Yr//// %O/%%///////%//%///�///�'D//////%O/%//% 2 for my lopecs woding on this job- workers come :::::::::::. :::....:.::: lover :.::::::::..:::::....•:.>:::::::::.:.:..::::.. .:,::.:......:::.::.....::::::.:::.........:::::::::::.:::::::::..::::::::.....:::.::::::::::. :.::::::.:::::::::. an emp PTA' .............:,:.::::::......:.,:,:.:.....::.::::.... :.::::. .......:::. ....._:::..........:::::: ..........::.::. am n :•::•:..........:, coin .........:,:::::::.:<.;::.:;:-;:•;:;::s;>s:;:>::»:ss>:::.:::::::::...::::;::•.::�::.�:::....::::::::::::::::-: :•:. address-r.es ;:,:.... ... ........ .. bane -.:.. cis,.. ::.....:;,.:::•..::..::.:: >»;: :>::>::;:...........................oHCVIV -:::::::....:: .....::•:.:-:.......:.:. ... insurance co. below who I am a sole Proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed C the.ollag wo n 0 rkers ensatl . ............................. .:::::..::::::::.:.::::::::::::::::.:.,:::.:.�::::::::...::..:..:.::::::::..::::::::..::::.::.::;.::::: :::::::: .......... .::.:.::::.-.:...:.:.....::.:::.. ::.......:..::...:r..:.::..::. . .,:.... :.....::.................... 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M • 1 ..•Y.1 ■/11 11 •Ir I .M111 • .,' II •1 •-•r1111 r�.1 IIIIII • .1 11 M/ I • I �• tiI�• w• M IIIIII .... 1/ .I•t • IA 11 • '1.//•r�• •• • , - • b •1•.1.1 r • II - •1 111 • II H •••t 11 • w1I HA I • ��1 •1✓• • - � %• • 1 �+ I •Y.1• •11 •'• 1 • f• 1/ .11 • 1 11 1 • .11 V 1.1 • 1 r•• •�• •/■ UI .11 1 1 • 1 I • I .11 • • w ••• � - • •••i1.1 •• . • 1 •11 .1• I Y••' 1111.1 •.• 1 1 11 11 1 1 1 • 1 A' 1 • •11 1 1 1 1 • 1 + •`' / 1 1 � 1 / ' 1 1 • 1 . 1 "E The Town of Barnstable �vsresr� t 9� �e� Department of Health Safety and Environmental Services g6 59- Building Division 367 Main Street,Hyannis MA 02601 Ralph Crosser Office: 508-862-4038 Building Commissioner 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: U dvr,v Estimated Cos Z ( 0 vv k Address of Work: �--b 1 AA07l Owner's Name: �� L V Date of Application: - I hereby certify that: Registration is not required for the following reason(s): Work excluded by law oJob Under S1,000 []Building not owner-occupied [3Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH H WORK ONO HAVE ED CONTRACTORS FOR APPLICABLE HOME IMP FUND UNDER MGL c. 142A. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY SIGNED UNDER PENALTIES OF PERJURY 1 hereby apply for a ermit as the agent of the owner / 17 Z Date Contractor Name Registration No. OR Date Owner's Name q:forms:Afdav � -z�• I, '.-r t :u'"�fi NY i y Mmw T., �oFIME To Town of Barnstable *Permit# (� ti O,^ Expires 6 months front issue date " Regulatory Services Fee OD sextvsznB , 9eb MASS. Thomas F.Geiler,Director A,EDga Building Division Tom Perry,Perry, Building Commissioner pJq 200 Main Street, Hyannis,MA 02601 - MAY r Office: 508-862-4038 2 1002 Fax: 508-790-6230 TO cI EXPRESS PERMIT APPLICATION - RESIDENTIAL ONEWNS-r By Not Valid without Red X-Press Imprint ��LE Map/parcel Number -S� Property Address s residential (�� Value of Work Owner's Name&Addresst^ Contractor's Name 1 G(I a Telephone Number -SD U — 7 7 S —2� Z,- Home Improvement Contractor License#(if applicable) 2 J— ( j 2. . Construction Supervisor's License#(if applicable) ❑Workmau's Compensation Insurance Check one: 211 am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name C4 t/l� Workman's Comp.Policy# Permit Request(check box) ❑ Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side [✓]Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Fonns:expmtrg Revised121901 a pF >ow Town of Barnstable *Permit# J Expires 6 months from issue date 00 BAANSI'ABI.E, • Regulatory Services Fee 9 M"9' +p Thomas F.Geiler°Director -PRes Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 T SAY 52003 Office: 508-862-4038 oVVIV OF Fax: 508-790-6230 e'�RnIST,g6 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number o ®6 Property Address y IVI ai.P 5�t co fin I ❑Residential Value of Work �tC o oo, Owner's Name&AddressCT Contractor's Name l�i���t �' Telephone Number J `�� �9 Z57) Z .S7 ) 2 Home Improvement Contractor License#(if applicable) / - Construction Supervisor's License#(if applicable) C(5 ❑Workman's Compensation Insurance Ch one: [rI am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance r 1 Insurance Company Name 'l�1 Workman's Comp.Policy# /°I. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) •❑ Re-side ,aJ E—Replacement Windows. U-Value 9 (maximum.44) ❑ Other(specify) *Where required Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. f Signature l Q:Fmms:expmtrg Revised121901 N °FTHE r Town of Barnstable ti r + Regulatory Services an MASS. � Thomas F.Geiler,Director y nss. $ O°pI039. A,O Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fix: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �-c",e( -A)6k4 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature o Ow at CQ ra �7 qr � ►'1 elr" Print Name Q:FORM&O W NERPERMIS S ION ��a.�oacluiaeka:;. Board of_Building Aegulatians and g girds HOME I EMENT CONFR Rea �5Z42 ^ r< Nr �Q4 s RICHARD W.NEAOTtr ' '6 • i RHARD.NEAL 45_PARKAVENUE c .e CENTERVILLE,MA 02632 � Ailfirn► #g�. f BOAiRD OF BUILDING-REGU'LgT,FI�• ,g License CONSTRUCTION SUPL 2"!t' Numiber ^CS: 060471 • t Brthd�e�b5�t1L195;5 � � __ P�es :OF1 I�2003 Tr.no: 10520 RestR�cted 7 0o x RICHAlRD W NEAP 45 PARK A'VEM CENTERVILLE, MA 02632 ! Administrator J { • 6 . k r IEr } f .. B. w PROJECT TITLE t raRi~`PAR-0.0 FOR f The :Ca 'r7:ent air ANNO . ut9'iJ4`�ItD /Y1�C�UYAI a .. twit ., e��as' w�a�r., ��tr i3ti.+P41.F 1Y ' a +71 W rXFVG CHECK: SHEET 5 �� A§ IC •' _:�.<..,..._..::.....:.. ., __�-�..,..-�.�..:+.,....:.....a�..a�..::.+....w,.re.�,.._..:arw.....�....:+r!+•.rr.,,.,.......�..:.+.«...._.,.......�:.a..,........�......._.....w..:-mw.+...._�.........r::sv�.-a...•,....�......+_..-.. r,. —ax �.«.._n��.,.u,w .r.rww:«.........:..... ... , ....,,,.,,,.,„.._,•..,,�.u,u..•:a.. w.w.., .s«. �.«...,+.w..�.uww+•awew+wrarcawae..w�rw re.��.rruuin.�w'.,.rrn•+aewws. • i i { k b P ,0JECT TITLE RED -OR Y '*. Cotuit,ttiAA 508'410>1340 L . r? d£ 7 _ >c n9i:tyA6ailfa�etaxa tri�N 1� lk ,' r; �• ,� ,,.w, "� .t 8s: - 71 CHECK j COTUIT LOWELL Q� PAR �' PARCEL ID: Q4i� LOCUS 35/103 Gib SCHOOL S : COTUIT ,I BAY 30. 20.01 20.15 20 6.0' �` 19•g3 62.66.o 28.47 % /-,///////// 20.1' ,i; ///// • •// /. I PARCEL ID: LOCUS MAP ' 15.0' - ~cork. P 22.7' .///////./. 35/67 RNSE REPLACE (bwo-)` LLr' LOCUS INFORMATION f f �� AREA=14,771t S.F. GARAGE ABUTTING PLAN REF: 576/65, 308/56 & OTHERS X15TtNG �., / /! TITLE REF: 25757/259 15.0' // / r n PARCEL ID: MAP 35 PAR. 67 33•9' ZONING:RF/SEP (NOT ZONE II) SETBACKS: 30'-15'-15' _-� -- /• — 1 PROPOSED 26 2; WIND EXPOSURE "B" p /. ./ FLOOD ZONE: X I GARAGE r 0o OPEN { p i/ COMMUNITY PANEL: 25001 CO756J DATED:07/16/14 �l 41.7 PROPOSE ///// #809 SLABF D NNECTOR r7 �� '~ I ADDITION ;''' WALKi SITE & SEPTIC PLAN 2 .0 17.7" PARCEL ID: 1 TP�'41. ,- `� o� 1� LOCATED AT: 35/66 o I . R 'w ri W """"""' VENT 8 0 9 MAIN STREET p o """,, , " ' �4w 00 COTUIT, MA. ° p PREPARED FOR _ _.o ° o I�Ki TI M 0 TH Y C. M.c A D A M S10.o ob f 2000GAL70 m TANK r 9.5 SEPTEMBER 27, 2018 2 — _ Z 5, _3r� 10.4'23.6 MA .MAIN G.MAIN ������ aF �ASs'f, ��H OF &4S �— DRI E --12' RIGHT OF WAY NICKERS N � EDWARD D ys 150.00 �: TON y FLA E JR ° $ o 1 PARCEL ID: , F 35/64 s, R Fc�s-fIVE NITARI z� a NOTES: ' 1. INSTALLER TO ABANDON AND/OR REMOVE EXISTING SYSTEMS 1 AND 2 PER TITLE FIVE 'f 2. CONTRACTOR TO SUBMIT FLOOR PLAN WITH APPLICATION E. A. S. SURVEY, INC. GRAPHIC SCALE 141 ROUTE 6A I SALT POND BUILDING 20 0 10 20 40 i so P.O. BOX 1729 SANDWICH, MA. 02563 ( IN FEET ) 1 BUS:(508)888-3619 CELL:(508)527-3600 1 inch = 20 ft. J,l J#2019CPP PROJECT Ti TLI E • i �T-MOKE D TECTORS REVIEWED dA r ,_T. LE 3uILDING DEPT. DA {RI- DEPARTIV!EN! OAT; BOTH .:GMATURESARE REQUIRED FOR PERMITIMG s L)dr•nstable Bldg. Dept. Approved by: Permit CENTRAL CAPE CONSTRUCTION COMPANY, INC. 820 MAIN STREET s COTUIT, MA 02635 p a , 6 I _ 4 j P�4xw 3 OlJ PRFPARED FOR rin _ r _ N 4 rw 17-741 R ij- PC { I!: { g � •: « ...�:, x ... _ as «:.... � ...-... :,G:�_. - "'^„„� { e n =�°r�wll:���a2€��rr�art�tru���nf„� r�►�ii; rrt : 'Web—sits t , CAI.�- N 5S'-Ut1c .(IJ Yy.., . 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DRAWN { JOB NO SHEET Off' PROJECT TITLE oo dd .. r j ems, i { 3 { , ._. i �� - l-.� S 1.!•i (� .,i-.".#,-`,_.�`t C.� 1 ,w Al ., PREPAREM) FOR { { - rh kc6ntmi con*ucfim con"nyt Inc* ` !i_ ,....w�..,.,.�..-....._..».....,_......_...,..».............�.s_„�.M...�.._...4N,...»,_........,..,..,..........,��:......,�=..».M.,....W._:.µ,.Na...,.-..,_ gi',� h'Fvokemeal i,5 AididiT3gsa t 820 Mal,"Street•Cotult,MA•608-420-1340 SCALE DATE c.����.,r.-_ 'Vf�l�3a�iEe: .rwatts°�9c�p�t�t�s�is`ta�9i�aa�r��wFaa DWG NO DEStGW .n DRAWN f1D -y PROJECT TITLE TLE , �...arsow.wo-,.•ao ..rMw+r��:.«..,.:.-:.:�.:..:.. ....._.W_. ,»...........�,,.,,....�,..Y....-.-,..,......�....d.,...,..,..�..,.,,.++^•x�vs'�-:�k+�-.Y >.,w� s.:».,...:.......,.«.- � I � .� p PRE-PARED FOR 33 F JL 1 ^m- _ .rInc. , F 20 Mal"Street•Cottift W a -420-1:30041 _ _ r CHEC< Y DRAWN r PROJECT TITLE gj i w F Ci jL 1 t' I Y v I > r12, Pt'ERPAR E6 FOR } wean fir':. r1. ... _._...... f N j "a�e S'Rt . : � � v/lea•f'r�Rid1 "?he.Ex a r n1 is$afid '-P 620 Main apt,Cotult,MA- ,90 tY-t 340 4-Mall. t Wmtaultw www.cAntraleapee4nottiAction.com SHEETSCALE DMGN CHECK .h fd a .n . 3 1� A , �Y 041 . �.G�J ."" .:....._ ..w.' :.e....v��`` .,...w.......0.42.a...„fl f�rS.:._.M:....... e } � � .....•� ?[.,N:.+L. . 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I "Tire&eftemew is,adding ti S_ � ti: Sr� �a�to taa sroii,cra Websit :a�w ,. ritr 1 �►�r s� tr r i�sr�. rss s J� SCALE � )� _Ica, i. _ .w NO, DATEDESMi±� iEC S3 AWN t T PRUJ.ECT TITLE F company,PRE,PARED FOP- o Jz� :sieve,�,eviin=:President a_ ...�.w._ ,o e-mail, S+;del. 6 ._........,. ..........#.....A �- r,�......e.., ..............^rn .. ......... .... ,.,.•r.... ..a... ... -.. ,. e. ... ..�auwvw.an, x<=..ro+,uv u w wsn.w.a.nv.nvn.. � -.. �¢ NrRxcuaaNwr...r :.»' as'rvw•s�-'emiq-.,,v-,�r'*�`",��"A..wavd.fa.�:oMY DRAWN COTUIT LOWELL PARK QJ� PARCEL ID: Q<v� LOCUS 35/103 �� SCHOOL ST. COTUIT BAY .20.30 20.01 3.3' 20.15 6.0' i 6f2.6 2.2' 19.83 . 28.47 PARCEL ID: '" ,....rr'''. o 35/67 i� ":: :: LLJ LOCUS MAP ,,cONC• AREA=14,771t S.F. W LOCUS INFORMATION 2-CAR S6AB GARAGE/ '� ! g C� y�'�� ABUTTING PLAN REF: 576/65, 308/56 & OTHERS TITLE REF: 25757/259 SHOP / � =iat-r., , i;i�' _ /�^ PARCEL ID: MAP 35 PAR. 67 p __ WALK v J ZONING: "RF" SETBACKS: 30'-15'-15' I ' , _ _ SALT WATER ESTUARY PROTECTION WIND EXPOSURE "B" 3.7' N� �' 26.2' FLOOD ZONE: X" COMMUNITY PANEL: 25001CO756J DATED:07/16/14 6-BEDROOM WALK J j EXISTING' CONDITIONS .PARCEL ID: I o I / ktr��cv 4 ,l o� la PLAN 35 ss o II I / - ` r 3 809 MAIN STREET /CESSPOOLS . COTUIT, MA. I PER INSPECTION _ O I REPORT, a- -- Po+,�H ���� PREPARED FOR TIMOTHY C. McADAMS JUNE 25, 2018 _ - - - - - - - - �.� —12 RIGHT ��P�`N of Mgss9�y _ OF WA NICKERSON DRIVE o� EDWARD �s A. 150.00 C STONE H No.289 PARCEL ID: /0 35/64 E. A. S . GRAPHIC SCALE SURVEY, INC. 20 0 10 20 40 80 141 ROUTE 6A SALT POND BUILDING P.O. BOX 1729 ( IN FEET ) SANDWICH, MA. 02563 1 inch 20 ft. BUS:(508)888-3619 CELL:(508)527-3600 J#2019 PROJECT TITLE • ,F �� C� ?>}ss t t t L : j w•< - _ s Y � r J _t - raL2 if s � J f r r .l r G4.�._,._.. 4 7 r i g' �p t 4 p} t Centmi constmflon COMO pony, Inca Andin-President � .- � • " 'pe x"atgyl r� d 1v PURA i4 `•` - _-� Web-tile: ..CHECK DRAWN ; COTUIT LOWELL } PAR PARCEL ID: Q<v� LOCUS 35/103 Gib SCHOOL ST. COTUIT Q- 1r BAY p ' 20.15 20•30 20.01 ! 3.3 6.'0' 62.66 2.2'_ 19.g3 8.47 PARCEL ID: rrrrr { LOCUS _MAP t 35/67 -'CONC. AREA=14,771f S.F. LOCUS INFORMATION' 2—CAR SLAB r r ABUTTING PLAN REF: 576/65, 308/56 & OTHERS GARAGE/ %I ' r rr TITLE REF: 25757 259 rrrri. . . . rr , / SHOP 1 r r r r r r r r r r r PARCEL ID. MAP 35 PAR. 67 -3`1rr'.r _ ZONING: "RF" SETBACKS: 30'-15'-15' r AL SALT WATER ESTUARY PROTECTION WIND EXPOSURE "B" __ r� ,� 3.7' � u 26.2' FLOOD I I r r r r i #80 COMMUNITY PANEL: 25001CO756J DATED:07/16/14 .r _ „� • 3 , •r r r r r r r 6—BEDROOM WALK — m EXISTING CONDITIONS rr PARCEL ID: PLAN 35/66 809 MAIN STREET MA - PREPARED FOR , TIMOTHY C. McADAMS - I z• JUNE 25, 2018 OF 4S. —/- - _ RIVE -12' . RIGHT OF . WAY ��®uv �cyG NICKERSON D a A.aR® 150.00 U STON '' 0.289 PARCEL ID: 35/64 6 � N E. A. S. GRAPHIC SCALE SURVEY, INC. zo o 10 zo ao so v " " 141 ROUTE 6A 6 /�� Q SALT POND BUILDING p P.O. BOX 1729 ( IN FEET ) SANDWICH, MA.- 02563 i inch = 20 ft. ' BUS:(508)888-3619 CELL:(508)527-3600 42019 PROFILE OF HEAVY DUTY " LAYER OF REQU. 4" SCHEDULE 4o P.V.C. CAST IRON COVERS TO GRADE VENT HOUSEI MIN. PITCH 1/4" PER FOOT SEWAGE DISPOSAL SYSTEM - (24" DIVA.) DOORLFILTERH FABRIC NE TOF=44.O�M (NOT TO SCALE) CLEAN SAND FILL PER 310 CMR 15.255 6" MAX. 42.0 41.3 41.3 41.3 42.2 42.2 41.0 iiiiiiiiiiiiii iiiiiii�����iiiii��USASE �iiiiiiiiiiiii iiiiiiiiii......ii6".MAX'i�iiiiiiiiiiiiiiiiiiiiiiiiiiiiii��iiiiiiiiii 4" SCHEDULE 40 P.V.C. RISER RISER RISER 3s.o 10' ® =o.025 MIN. PITCH 1/8" PER FOOT 4, 4' 4' 4' 8' ® S=0.145 `� LEVEL LIQUID LFVFL F' -9 FOR 2' 30' ® S=.01 TIE 39.86 1O" 14" 39.66 II I® I® O ® L o ® ® ® 0 ® ® ® ® ® ® 0MIN. 3a.so 8 OF 3 .30 0O in ® EM ® ® oop ® ® ® ® ® ® ® Op o ® ® ® ® ® OpENDS 40.1 MECHANICALLY ED ED I® 0 C2 0 ® ® ® Cl ® ® ® O p ® ® ® ® ® ® ® 00 48 COMPACTED SAND o 0 0 4' 36.0 38.0 4' 0 GAS PROP. DB-3 3/4" TO 18c1/2" BAFFLE (H-20) DOUBLE WASHED STONE DISTRIBUTION 41.5' z 0 35.33 BOX W/"T" 3-500 GAL. (H-20) CHAMBERS a Im 8" BASE OF MECHANICALLY COMPACTED SANG (5'W X 8'-6"L X 3'-0"H) to PROPOSED SOIL ABSORBTION (TRENCH FORMATION) 2000 GALLON (H-10) SYSTEM (S.A.S.) 13' X 41.5' TWO COMPARTMENT TANK BOTTOM OF TEST PIT #2 ELEV. 29.1 (NO GROUNDWATER) DESIGN NUMBER OF BEDROOMS......... 4 LHOUSE) 1 (APT.) DATA: GARBAGE DISPOSAL.................- NO TOTAL ESTIMATED FLOW (110 GAL./BR./DAY X 5 BR.) __550 GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPRO BY THr DEPARTMENT OF 550GPD X 2DAYS = 1100 GAL MIN. + 550 X 1DAY MIN.=550 ENVIRONMENTAL PROTECTION PURSUANT T7 10 CMR 15.017 TO CONDUCT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE YSI$HAS BEEN PERFORMED PROPOSED 2000 GAL. (2) COMPARTMENT TANK BY ME CONSISTENT WITH THE REQUIRED G, EXPERTISE, AND EXPERIENCE INSTALL: 3 H-20 500GAL CHAMBERS W 4' CRUSHED STONE TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS DESCRIBED IN 310 CMR 15.017. 1 FURTHER TIFY99THAT THE RESULTS OF MY ( ) ( / FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE 1HED�soIL EVALUATION FORM, ON THE SIDES AND ENDS AND 4' IN BETWEEN) 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE AREE AC�R14 AND i ACC R CE WITH 0 CM 15.100 THROUGH 15.107. ACCESSIBLE WITHIN 6" OF FINISH GRADE. SOIL CLASSIFICATION'................__1____ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE EDWARD A. STONE, PLS, CERTIFIED SOIL EVALUATOR S.E. #2359 DESIGN PERCOLATION RATE..... <2 MIN.IN. CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE EFFLUENT LOADING RATE......... UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY MUST WITHSTAND H-20 LOADING. REQUIRED LEACHING CAPACITY.....550 GA�DAY 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. TEST PIT RESULTS. - f LEACHING CAPACITY PROVIDED.....56_0_GADAY 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SIDEWALL: (13' + 41.5')X2X(2 SIDES)(.74)= 161 GAL/DAY OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. BOTTOM: 13' X 41.5' 74 399 GAL DAY 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE SOIL TEST DATE: JULY 30, 2018 BO � ( )( ) / OVER THE S.A.S. AND DISTRIBUTION BOX. B.O.H. AGENT: DON DESMARAIS TOTAL= 560 GAL/DAY 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED of 550 GPD REQUIRED = 10 GPD RESERVE SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SOIL EVALUATOR: EDWARD A. STONE I 560 GPD PROVIDED THE FLOW LINE AND SHALL BE ON THE CENTERLINE ANDLOC ANOUT MANHOLES. BACKHOE: BRET ELLIS 8. THE AINLET TED DPIPE INVERT ELEVATION IRECTLY UNDER THE ESHALL BE NO LESS THAN SEPTIC SYSTEM DETAIL PAGE 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT » ELEVATION OF THE OUTLET PIPE. TH 1 E L.= 41 .2 P E R C © 48 <2 M P I #8 0 9 MAIN STREET 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ( ) COTU I T MA. BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 40.2 0"-12" OEA LOAMY SAND 10YR5/1 N/A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 39.2 12"-24" B LOAMY SAND 7.5YR5/6 N/A SEPTEMBER 27, 2018 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL BE LEVEL. 37.7 24"-42" Cl MED. SAND 10YR6/6 N/A 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 29.2 42"-144" C2 I MED. COARSE SANq 2.5Y7/4 N/A TO EAS SURVEY, INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. NO MOTTLES, NO GROUNDWATER, o\ OF k4sSq E. A. S . 13. PROPERTY WITHIN ZONE 11 �P� c SURVEY, INC. CONSTRUCTION NOTES: TH#2 EL.=. 41 .1 cokVI 141 ROUTE 6A 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER = D SALT POND BUILDING ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 40.3 0"-10" OEA LOAMY SAND 10YR5/1 N/A L 1' P.O. BOX 1729 WORK ON THE SITE. ,p p SANDWICH, MA. 02563 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 39.3 10"-22" B LOAMY SAND 7.5YR5/6 N/A Fc/ F, WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 37.8 22"-40" Cl MED. SAND 10YR6/6 N/A SA ST aN IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. HI TA BUS:(508)888-3619 CELL:(508)527-3600 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING 29.1 40"-144" C2 MED. COARSE SAN 2.5Y7/4 N/A TAPE OR A COMPARABLE MEANS. NO MOTTLES, NO GROUNDWATER t SHEET 2 OF 2 J#2019SP COTUIT L0WELL Q� PARK fi QJQ- PARCEL ID: Q<v� LOCUS - 35/103 �� SCHOOL ST. COTUIT W BAY 215 20.30 20.01 6.0 62.66 19.83 N r 28,47CD 20.1' /\ "';; ;;, PARCEL ID: LOCUS MAP 15.0' CONc. N 22.7 / ;; ::;;;;;,; 35/67 LOCUS INFORMATION CE SLAO LLI EP LA / — RAISE & R ��,Mo) i AREA-14,771$ S.F. RAGE \ i i i ABUTTING PLAN REF: 576/65, 308/56 & OTHERS GARAGE TITLE REF: 757 259 / -PARCEL•EID: MAP 5-PAR:-67- ----- - _ - - -- 15•O \ _ �?� — ZONING:RF/SEP (NOT ZONE II) SETBACKS: 30'-15'-15' N 33.9 _WALK � N „ , WIND EXPOSURE "B" �� FLOOD ZONE: X" PROPOSED o o C 26.2' ����� � „ , COMMUNITY PANEL: 25001 C0756J DATED:07/16/14 GARAGE _ o° OPEN o PROPOSEp #809 I!, �I SLABS 41.7 o CONNECTOR to ^, - WALK ADDITION .. 2 0' 17 7� G �� w � t a SITE 8c SEPTIC PLAN _ PARCEL ID: 15'�"? LOCATED AT: o / ��41. iiiiiii.� . ii " __ `�� W 35 66 0 O / \ � 00 0 809 MAIN STREET O VENT / O o �� � 0 5 .o `J ,,,,,,,,,;;; 143 .-�1 COTUIT, MA. 0 .1 — \ Q `Y PREPARED FOR _ ° o �J► 3� i� " \ ' TIMOTHY C. McADAMS b lw ¢ 0 1 O.O .. \= I 2000GAL \� Im m '4j•5 TANK I I \�� 29.5j SEPTEMBER 27, 2018 � g; _ _ - - - �� 10.4'23.6 -N- - W MAIN -19.9 ,MAIN , WAY � .��P``� OF Mgss'4�y N of yAssgo r---- G.MAIN E _� 2 RIGHT OF EDWARD l o�� A I y KICKERS N DRI A. 150.00 TON N .28 8 1 PARCEL ID: �Fc/SvF_ 35/64 Coro Aw �1�, 's' 1TAR�pN ^� NOTES: { 1. INSTALLER TO ABANDON AND/OR REMOVE EXISTING SYSTEMS 1 AND 2 PER TITLE FIVE c. A. c 2. CONTRACTOR TO SUBMIT FLOOR PLAN WITH APPLICATION E. S. SURVEY, INC. 141 ROUTE 6A GRAPHIC SCALE SALT POND BUILDING P.O. BOX 1729 zo o 10 zo 80 SANDWICH, MA. 02563 III ( IN FEET ) BUS:(508)888-3619 CELL:(508)527-3600 1 inch = 20 ft. it " J 2019CPP r COTUIT LOWEL/"� � PARK QJP PARCEL ID: Q<v� LOCUS 35/103 �� SCHOOL ST. COTUIT BAY z 20.30 20.01 19•g3 20.15 6.0' 62.66 28.47 o 20.1' /� ;;, PARCEL ID: LOCUS MAP N 22.7' / ., ............ W 15.0' CONc •. "��•��,• 35/67 LOCUS INFORMATION REPLACE SLAB / , RAISE & GARAGE \ i ' AREA=14,771t S.F. XISTING (��) " '� � ABUTTING PLAN REF: 576/65, 308/56 & OTHERS ' TITLE REF: 25757/259 \ / _ _ — PARCEL ID: MAP 35 PAR. 67 15 O, ZONING:RF/SEP (NOT ZONE II) SETBACKS: 30'-15'-15' N 33.9 �" _ _WALK — WIND EXPOSURE "B" fJ Y,�C N i, / _ FLOOD ZONE: X" PROPOSED o O 26.2 COMMUNITY PANEL: 25001CO756J DATED:07/16/14 GARAGE 00 OPEN o PROPOSEp """"""" #809 SLAB 41.7 o CONNECOR M II ^' _ _ WALK ADDITION , G ;; ' SITE & SEPTIC PLAN '� 2 .0 17.7y 15. o �� r a LOCATED AT: PARCEL ID: # 41 / I 35/66 0 / "" " —` 11150 809 MAIN STREET o VENT _ _ o 0 5 .0' , . . 3 3 COTUIT, MA. o �_ ,,,,,,,,,,,, 4 O 1.1 •• , . �J \ 3� 1 Q `���� PREPARED FOR ° � _ - o o IH TIMOTHY C. McADAMS 10.0 b ^-� `4-� I 2000GAL o ' \!y I< m �41.5' TANK A'> \`J.a 29.5� _ _ Z SEPTEMBER 27, 2018 ir rn r �� I _ —19.9' 10.4'23.6 MAIN W`MAIN Q �I � 2��P�tN �F MgSSAcyo ��P��N �F Mq `SA r---- —I G.MAIN _� 2' RIGHT OF WAY NICKERS N DRI E EDWA.ARD a ID 150.00 STONE y F H N .2 0� 0. 21 PARCEL ID: T �FC/STE��o 35/64 1 d� SANITAR�pN v NOTES: d 1.2. INSTALLERR REMOVE EMS 1 AND 2 PER TITLE FIVE CONTRACTOR TO SUBMIT FLOOR PAN WITH APPLICATION c• ^ • S . SURVEY, INC. 141 ROUTE 6A GRAPHIC SCALE SALT POND BUILDING 20 0 10 20 40 80 P.O. BOX 1729 SANDWICH, MA. 02563 ( IN FEET ) BUS:(508)888-3619 CELL:(508)527-3600 1 inch = 20 ft. J#2019CPP HEAVY DUTY 2" LAYER OF REQU. PROFILE OF 1/8" - 1/2" 4" SCHEDULE 40 P.V.C. CAST IRON COVERS TO GRADE VENT �� DOUBLE WASHED STONE HOUSE) MIN. PITCH 1/4" PER FOOT SEWAGE DISPOSAL SYSTEM (24 DIA.) OR FILTER FABRIC TOF=44.0/13M (NOT TO SCALE) CLEAN SAND FILL PER 310 CMR 15.255 6" MAX. 413 42.2 42.2 42.0 41.3 41.3 rrr��r�rr �r�rrr rrr11rr rr�rr�r���rr�r iiiriiriiriiriirirr iiiirriiiirrii rrirrirrrrriiiiriMAX!iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii rrriirir rrrir 41.D iriirirrririir riirrir riirr iiirrririirii rrririrrrrrrrirri riirriririiirriiririririiirrir ......rrrr rrrrrrrrrrrrrrrrrrrr rrrrrr rrrrrrrr rrrrr r rrr .rrr 4" SCHEDULE 40 P.V.C. RISER RISER RISER RISER. 10' ® =0.025 MIN. PITCH 1/8" PER FOOT 39A r-L8' ® S=0.145 \� LEVEL 4' 4' 4' 4' T« FOR 2' 30' ® S=.01 3s.es 10 3s.ss ® ® ® ® ® ® ® ® ® ® ® ® ® ®. '® ® ® TIE 14 s• suMP o o ® °® ® ® ® ® ® o o° ® ® ® ® ® ® ® o o° ® ® ® ® ® ® ® o o° ENDS 40.11 MIN. 3s.so MECHANICALLY 3 •3 ° ® ® ® ® ® ® o0 0 ® ® ® ® ® ® ® °° ° ® ® ® ® ® ®, ® ° 48" COMPACTED SAND ° °° o ° 04 36.0 3s.o 4' ° GAS PROP. DB-3 3/4" TO 1&1/2" BAFFLE (H-20) DOUBLE WASHED STONE DISTRIBUTION - 41.5' z 35.33 BOX W/n sr T 3-500 GAL. (H-20) CHAMBERS � O. 6* BASE OF MECHANICALLY COMPACTED SAND An al (5'W X 8'-6"L X 3'-0"H) PROPOSED SOIL ABSORBTION (TRENCH FORMATION) 2000 GALLON (H-10) SYSTEM (S.A.S.) 13' X 41.5' TWO COMPARTMENT TANK BOTTOM OF TEST PIT #2 ELEV.= 2s.1 (NO GROUNDWATER) DESIGN NUMBER OF BEDROOMS......... 4 HOUSE) 1 (APT.) DATA: GARBAGE DISPOSAL.................. TOTAL ESTIMATED FLOW (110 GAL./BR./DAY X 5 BR.) __550 GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF 550GPD X 2DAYS = 1100 GAL MIN. + 550 X 1DAY MIN.=550 ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED PROPOSED 2000 GAL. (2) COMPARTMENT TANK TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE` INSTALL: 3(H-20) 500GAL CHAMBERS (W/4' CRUSHED STONE DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS OF MY FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED. SOIL EVALUATION FORM, ON THE SIDES AND ENDS AND 4' IN BETWEEN) 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE ARE ACLU ND I ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107. ACCESSIBLE WITHIN 6" OF FINISH GRADE. SOIL CLASSIFICATION.............. 1_ 3. ALL COMPONENTS T THE SANITARY SYSTEM SHALL BE EDW A. STONE, PLS, CERTIFIED SOIL EVALUATOR S.E. #2359 DESIGN PERCOLATION RATE..... CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY EFFLUENT LOADING RATE.........-_74 MUST WITHSTAND H-20 LOADING. REQUIRED LEACHING CAPACITY.....550 GAfDAY 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION TEST PIT RESULTS- 5. LEACHING CAPACITY PROVIDED.....560 GAUDAY OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SIDEWALL: (13' + 41.5')x2X(2 SIDES)(.74)= 161 GAL/DAY OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE SOIL TEST DATE: JULY 30, 2018 BOTTOM: (13' x 41.5')(.74)= 399 GAL/DAY OVER THE S.A.S. AND DISTRIBUTION Box. B.O.H. AGENT: DON DESMARAIS TOTAL= 560 GAL/DAY 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SOIL EVALUATOR: EDWARD A. STONE 560 GPD PROVIDED - 550 GPD REQUIRED = 10 GPD RESERVE THE LOCATEDW LINE DIRECTLYDUNDERL BE ON THE THE CLEANOUTEMANRHOLES AND BACKHOE: BRET ELLIS 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN SEPTIC SYSTEM DETAIL PAGE 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT �► ELEVATION OF THE. OUTLET PIPE. TH 1 E L.= 4.1 .2 P E R C © 48 <2 MP I #8 0 9 MAIN STREET 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ( ) C 0 TU I.T MA.- BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 40.2 0"-12" OEA LOAMY SAND 10YR5/1 N/A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 39.2 12"-24" B LOAMY SAND 7.5YR5/6 N/A S E P TE M B E R 27, 2018 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL BE LEVEL. 37.7 24"-42" Cl MED. SAND 10YR6/6 N/A 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 29,2 42"-144" C2 I MED. COARSE SANq 2.5Y7/4 N/A TO EAS SURVEY, INC, FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. NO MOTTLES, NO GROUNDWATER OF M E. A. S. 13. PROPERTY WITHIN ZONE II �P��N ASS4 SURVEY, INC. CONSTRUCTION NOTES: TH#2 EL.= 41 .1 DA 141 ROUTE 6A 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER y SALT POND BUILDING ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 40.3 0"-10" OEA LOAMY SAND 10YR5/1 N/A FL 1 Y J P.O. BOX 1729 WORK ON THE SITE. rp p SANDWICH, MA. 02563 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 39.3 10"-22" B LOAMY SAND 7.5YR5/6 N/A STE G/ R� WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 37.8 22"-40" C1 MED. SAND 10YR6/6 N/A SA/ TA f- IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. BUS:(508)888-3619 CELL: 508 527-3600 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING 29.1 40"-144" C2 MED. COARSE SAN 2. t� 5Y7/4 N/A TAPE OR A COMPARABLE MEANS. NO MOTTLES, NO GROUNDWATER ( � SHEET 2 OF 2 J#2019SP i I COTUIT I' N,LOW ELLV PARK QJP PARCEL ID: Q<v4" LOCUS 35/103 �� SCHOOL ST. COTUIT BAY 20. �2 01 20.15 20.30 19.83 6.0' 62.66 28.47 20.1' /` "';; PARCEL ID: LOCUS MAP coNc. P 22.7' ": / LOCUS INFORMATION 15.0' N .. ,�����;� 35 67 \SLAB j , , '' . II RAISE & REPLACE ( MO) , AREA=14,771 t S.F. W XISTING GARAGE \ i ii ABUTTING PLAN REF: 576/65, 308/56 & OTHERS TITLE REF: 25757/259 PARCEL ID: MAP 35 PAR. 67 15.0 i 33.9, .. ..... — ZONING:RF/SEP (NOT ZONE II) SETBACKS: 30'-15'-15' WIND EXPOSURE "B" D N � N FLOOD ZONE: X" 1 PROPOSE O .. ., 26.2 p , „ COMMUNITY PANEL: 25001CO756J DATED:07/16/14 GARAGE + oo OPEN o PROPOSE """"""" #809 _QI " - - _ _ SLABS oCONNECOR ADDITION " — WALK — U I G ;; o t — - - CaSITE & SEPTIC PLAN 15.�;� / PARCEL ID: `\0 2 I p #1 41. 17 :: o� LOCATED AT: 35 66 o I � 00 809 MAIN STREET C) VENT / O ������., . . �� I o i- 0 5 .oI _ ��J 143 ; COTUIT, MA: O —a OY PREPARED FOR 10.0'b ' ° < �Q� �� �� o o TIMOTHY C. McADAMS _ TANK w „o 29 5_ — _ SEPTEMBER 27, 2018 v rn 10.4'23.6 —�— — — WVAIN t Q _ _ - - - - —/- - I - -'19.9 .MAIN OF WAY � �a`�"`s� OF bASs9c Pit" OF 'SAS 9 �--- G.MAIN � 2' RIGHT o� EDWARD y°s oa�` D ID o NICKERS N DRI E- — o A. - H 150.00 STONE F A T , o. 8 PARCEL ID: s pis �FoisTv_ 35/64 L 1 r v SANI TA10 NOTES: r l 1.2. ( IR REMOVE APPLICATION EMS 1 AND 2 PER TITLE FIVE CONTRACTOR TO SUBMIT FLOOR PLAN WITH LICAT ON E• A. c . SURVEY, INC. GRAPHIC SCALE 141 ROUTE 6A SALT POND BUILDING zo o 10 Zo ao so P.O. BOX 1729 I SANDWICH, MA: 02563 ( IN FEET ) BUS: 508 888— — 1 inch = 20 ft. - ( ) 3619 CELL:(508)527 3600 J#2019CPP - I HEAVY DUTY 2" LAYER OF REQU. PROFILE OF I CAST IRON COVERS TO GRADE Dou1/8" E"WASHED, STONE VENT 4" SCHEDULE HOUSEI MN. PATCH 1/44PER FOOT SEWAGE DISPOSAL SYSTEM (24 DIA.) OR FILTER FABRIC TOF=44.0/BM (NOT TO SCALE) CLEAN SAND FILL PER 310 CMR 15.255 6" MAX. 42.0 ` 41.3 41.3 41.3 Al 42.2 C iiiiiiii�iiiii�� iiiiiii ......iiii�� �iiiiiiiiiiiii iii �6"iMAX!ii ��iiiiiiiiii ��iiii:i:i:iiii:ii: , iiiii �ii:i:::: iiiii iiii 4" SCHEDULE 40 P.V.C. RISER RISER RISER RISER 10' ® =0 025 MIN. PITCH 1/8" PER FOOT 39.0 LIQUID LEVEL 8' ® S=0.145 \� LEVEL 4' 4' 4' T" FOR 2' 30' ® S=.01 39.86 10" " 39.66 ® ® ® 0 ® ® ® ® ® 0 ® ® ® ® ® ® 0 ® ® ® TIE 11 MIN. 14 38.50 6" BAOF 38.30 000 ® °® ® ® ® ® ® 000 ® ® ® ® ® ® ® °00 ® ® 92 ® ® ® ® 00 ENDS 40. o 48 MECHANICALLY 4' ® ® ® ® ® ® o o ° 0 ¢ 36.0 " COMPACTED SAND ° 0 O o 40 38.0 GAS PROP. DB-3 3/4" TO 1&1/2" BAFFLE (H-20) DOUBLE WASHED STONE DISTRIBUTION 41.5' z � 35.33 BOX W/"T" 3-500 GAL. (H-20) CHAMBERS a 6" BASE OF MECHANICALLY COMPACTED SAND LO rn PROPOSED (5'W X 8'-6"L X 3'-0"H) SOIL ABSORBTION (TRENCH FORMATION) 2000 GALLON (H-10) SYSTEM (S.A.S.) ' X 41.5' TWO COMPARTMENT TANK 13BOTTOM of TEST PIT #2 ELEV.= 29.1 (NO GROUNDWATER) DESIGN NUMBER OF BEDROOMS......... 4 it E) 1 (APT.) DATA: GARBAGE DISPOSAL................._ ' NO TOTAL ESTIMATED FLOW (110 GAL./BR./DAY X 5 BR.) __550 GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF 550GPD X 2DAYS = 1100 GAL .MIN. + 550 X 1 DAY MIN.=550 ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED PROPOSED 2000 GAL. (2) COMPARTMENT TANK TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE INSTALL: 3(H-20) 500GAL CHAMBERS (W/4' CRUSHED. STONE DESCRIBED IN 310 CMR 15.017. 1I FURTHER CERTIFY THAT THE RESULTS OF MY FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ON THE SIDES AND ENDS AND 4' IN BETWEEN) 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE :3ZZ=DANCEWITH 310 CMR 15.100 THROUGH 15.107. ACCESSIBLE WITHIN 6" OF FINISH GRADE. SOIL CLASSIFICATION................ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE EDWARD A. S ON , PLS, CERTIFIED SOIL EVALUATOR S.E. #2359 DESIGN PERCOLATION RATE..... <2 MIN�IN. CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY EFFLUENT LOADING RATE.........__74___ MUST WITHSTAND H-20 LOADING. REQUIRED LEACHING CAPACITY.....55_0_GAfDAY 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION TEST PIT RESULTS: LEACHING CAPACITY PROVIDED.....560 GALDAY OF ALL UTILITIES PRIOR TO ANY EXCAVATION. -- 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SIDEWALL: (13' + 41.5')x2X(2 SIDES)(.74)= 161 GAL/DAY OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE SOIL TEST DATE: JULY 30, 2018 BOTTOM: (13' x 41.5')(.74)= 399 GAL/DAY OVER THE S.A.S. AND DISTRIBUTION BOX. B.O.H. AGENT: DON DESMARAIS TOTAL= 560 GAL/DAY 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SOIL EVALUATOR: EDWARD A. STONE 560 GPD PROVIDED - 550 GPD REQUIRED = 10 GPD RESERVE THE LINE ANDOCAT DWDIRECTLY UNDERLTHE THEOCLEANO TENTERLINE MANHO ES.ND BACKHOE: BRET ELLIS 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN SEPTIC SYSTEM DETAIL PAGE 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT » ELEVATION OF THE OUTLET PIPE. TH 1 EL.= 41 .2 PERC Cam? 48 <2 MPI #809 MAIN STREET 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ( > COTU I T, MA. BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 40.2 0"-12" OEA LOAMY SAND 10YR5/1 N/A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 39.2 12"-24" B LOAMY SAND 7.5YR5/6 N/A S E P TE M B E R 27, 2018 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL BE LEVEL. 37.7 24"-42" C1 MED. SAND 1OYR6/6 N/A 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 29.2 42"-144" 1 C2 MED. COARSE SANq 2.5Y7/4 N/A TO EAS SURVEY, INC, FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. NO MOTTLES, NO GROUNDWATER OF E. A. S. 13. PROPERTY WITHIN ZONE II ��� Ass TH 2 EL = 41 .1 �" D cy SURVEY, INC. . CONSTRUCTION NOTES: 141 ROUTE 6A 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH (IN.). HORIZON TEXTURE COLOR MOTTLING OTHER H SALT POND BUILDING ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 40.3 0"-10" OEA LOAMY SAND 10YR5/1 N/A FL Y, JR. P.O. BOX 1729 WORK ON THE SITE. 21 SANDWICH, MA. 02563 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 39.3 10"-22" B LOAMY SAND 7.•5YR5/6 N/A F WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 37.8 22"-40" C1 MED. SAND 1 OYR6 6 N A S T E� / / sANITAR�pN IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. BUS:(508)888-3619 CELL:(508)527-3600 29.1 40 -144" 2 MED. COARSE AN Y7 4 N A 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING ( C S 2.5 / / TAPE OR A COMPARABLE MEANS. NO MOTTLES, NO GROUNDWATER l 9 SHEET 2 OF 2 J#2019SP i PROJECT TIT.'LE i r E 2t4 "O2� gg ' 56 �; �t�., s 3C�P� e) =, �>,._U�J �...,>._, �,f�X°�-.�,4,� `J���rl'_,._.f�►�G�,.t^C�: .6.A��li� { - T-a$$EPAk'4E FOR Ervcrdr r `( sa a l r Central consftuction ccmioio, Inc* "The.i xchem eni is BirBB og - i 820 Mair Street-Cotu lt,MA-608-420-1 340 b obsite.www.cantrutcapec,*i+struction.c.ani SCALE _. __._ �_� eLi _ � °iu���t _ �� tt►. _. E'c�s-rJ .. t DATE DWG No. s �..:.VO` 11i'.-1/i J CHECK, DRAWN f 4_ _ _ _..._��t.?L_!'�`_6_'k t'fc.s� ���� sue' �-4�.'�a��v� L'�[6cs_:�'��.�•.y�"'�+"`Is" 1' .. . - ... [�,,,e9Y `'� �, ti� x}.w,..yw....,.:.w+,....w..w•w,...w:.w.,e.w.• ....w.•.w,,.., .. .w....,..w.+. ....'j ...�_-, .�ru.{'.X ......f+. L-4I2- Lct*rt& LOO,-£ 0, g r; V dl—INN v 4 t ,. 9' x. :"""°"`�"•'-"""'�s r 4 � i j ',rv, I .' • -w. - -"'�Y =:--� •_._y_,_ .. -^,�n.1 a'?r.. (Zw.r?,tJCn f! i } @ • • � 1 • R 1 Z ��6$ g f�+'St f ' 1 3 �I �� ��xf .•^'t-,.k ,. , �a� f ( t iE t I• f`t � i� 66 2 1 � �' t 1 .• R .•'✓J".<P. O fall I f t - i - _ _ - .. � I I t iEE'( • a .�, t ,z � 9, � ; , � - _r - .. 1 _ _ _ • f EE 3 � 111 a p t �_ • a '� � j ¢ t! "r _ix i ai � .,.-^'' 1 1 � o G4� t --( {{ e• s ..r FF ¢g I t{ • c f ] i , _ t / LVt_ _ _ _ _�_ ...$ .. _ —. - ;- _. - :- --• _ -Z e -- - - - _ i y x n a n ,s itta s x« *x__ _ '� �� � _... fit..� _`_•Lv��...k4:! _ _ La L. - .. ... .... ... ....._ ..._ _ Yi .. .. 4 Re 4- r A complete Javelin® framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information F=ALMOUTH LwUMBER T W � T This layout and associated materials list has been prepared based upon project plans ' w and/or information provided to ` Falmouth Lumber Inc. It remains the responsibility of the builder, 3 contractor, architect,designer, owner or c other affiliated person to review this information prior to starting construction in order to assure that it is appropriate, Load bearing or braced/shear wall accurate and complete. above(must stack over wall below) *required ng panel:1%"TJ Rim Board,1%a" �- TimberStrands LSL or TJIe joist. 2x4 minimum to squash blocks 0 Accessories Prroducts LEVEL NOTES NPotID Length Product Plies Net Qty PIotID Length Product Plies Nat Qty Current Date: 9/25/2018 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF 1 47 X21 91/2° 21'91/2" 117/8"TJI®560 1 16 File Name: CENTRAL-809 MAIN STREET.'vI G on both sides at Bt W MI-3 4V 3" 1 3/4"x If 7/8"2.0E Microllam®LVL 3 3 and 62W ONLY M2-3 16'5 1/2" 1 3/4"x 91/4"2.0E Microllam®LVL 3 3 Level Name: FIRST FLOOR Blocking panels may be required with braced/shear All 5'4" 1 3/4"x 91/4"2.0E Microllam®LVL 2 2 TJ-Pro Rating(Weighted Average): 44 O B2W walls above or below—see detail 81 Blocking TSRimi 16'0" 1 1/4"x 117/8"1.3E Timber5trand®LSL 1 6 Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating=44,joist=X21'91/2"(1893) PIotID Length Product Plies Net QtY SSRimi 42'51/2" 2 x 10 SPF No.1/No.2 I I Maximum Level TJ-Pro Rating&Joist: TJ-Pro rating=44,joist=X21'91/2"(1893 XBlki 1'1" 117/8"TJI®560 1 5 SSRim2 34'0" 2 x 10 SPF No.1/No.2 1 1 N d- Building Code-Design Methodology: IBC 2009 XBlki Y 01/2" I1 7/8"TJI®560 1 10 SS2 22'0" 2 x 10 SPF No.1/No.2 1 17 m p D XBlkl 5' 117/8"TJI®560 1 5 SSRim3 22'0" 2 x 10 5PF No.1/No.2 I I FLOOR Co 4) C SSl 22'0" 2 x 10 SPF No.1/No.2 1 25 Floor Container: FC1,FC2 3 u H S53 13'0" 2 x 10 5PF No.1/No.2 I I Use/Occupancy: Residential LivingAreas AOW S54 13'o" 2 x 10 SPF No.i/No.2 1 2 Floor Area Loading is: 40.0 Ib/ft2 Live Load&12.0 Ib/ftz Dead Load SSRim4 9'a' 2 x 10 SPF No.i/No.2 I I Maximum Allowed Deflection: U480 Live Load&L/240 Total Load 555 B'o" 2 x 10 SPF No.1/No.2 1 5 TJ-Pro Rating Information: SSRim5 6'0" 2 x 10 SPF No.1/No.2 1 1 - N Weighted Average: FC2:44 0 0 SSRim6 5'0" 2 x 10 SPF No.1/No.2 1 1 — — -- SSRim7 3'0" 2 x 10 SPF No.1/No.2 I I Directly Applied Ceiling: Gypsum 1/2" - - T 0 �' d SSRim8 2 0" 2 x 10 SPF No.i/No.2 1 2 Decking Attachment: Glue and Nail o °; �'° Pti 9'0" 31/2"Lally column w/cap a Base 1_ 7 _ Decking Material: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF -v Perpendicular Partition: No w- of +4) %n 'o v 'A c L Framing Connector Summary Strapping at max 8'o.c.: Flat1x4 - - - - Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Supporting Mtl Backer Blks Filler Supported Mtl Web Stiff Blocking at max 8'O.C.: No g N y 16 Simpson LU5210 Designed 8-10d common - 4-10d common - - LVL No No 2 x 10 SPF No.1/No.2 No Poured Flooring: No +'_- N N C c *mimmum d from above Ye" `- s t 4 y } 3 d - -e d = o rn o squash blocks 4- 4- fl 0 CS Use 2x4 minimum squash blocks to O C O 4)transfer load around TJI°joist t L. CL >- s- N n O ,0 4- y H O C1 O u t- >` a N N - - A3 00 c 3 TSRimi F SSRim2 INNNHNNI II II II II II II II II II II II II II II II II II II II II II II II II M2-3 od a 'y �� �I -� ,T — �— " � 4-II us"O of s II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I W 0 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II d �- � L � y II II II II II II II 4- O B(kl XBI .- II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 0 ._ 3 wom III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Il II II II II Il II II II II II II II � >Im Nltl II I II II II II II If II II II II II II II II II II II II II II II II II II II II II II II II II II II II II ll II li II II II II II II II I! II �' I �, � II II II II II II II II 11 II II II II II II II II II II II II II I► II II II II II II II II II II II II II II II "I li li li it '' II II II II II li i II II II - II 15 �s4II II II Sal .II II 11 11 II II 11 11 II II 11 II II 11 11 II 11 II II 11 SA2 11 II II 11 4 11 II 11 0-5C.J 1112"O.C. 12 C I Il � 12" C. iBiki XBI I m� T ! 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'� 11 -� I I I I I I I I Il II I I I I I I II I I I I II I I I I I I I I I I I I II II II I I I I I I II I I I I I I I I II II I I I I II II II I II I I I I I . � II " oc to he SSRim7 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Il II II II xBlki XBI `� II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II If II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II �■. onI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I II II II II II II II II II II II II II tl II II II II II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II silo „ XB1 II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Ing II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II °o II II II II II II II II II II II II II II II II II II II II II II II II II II II II . II II II II II II II II II II li II II II 0 _.----- -_ ---— -- III 11_ll II II II II 11 11 11 III11 1II_II 11 II_II_11 II_II_11 11 II II 11 11 II II 11 11 1111_II_II III II_II 11 II_II_II II U. TSRimi A3' SSRimI - U.1>1 ci chi J � WARNING � Joists are unstable until braced laterally Bracing Includes: •Blocking •Sheathing •Strut Linea •Hangers •Rim Board •Rim Joist I tu- lu Z DO NOT walk on joists DO NOT walk on joists DO NOT stack building ~ until braced. that are lying flat. materials on unsheathed i ~ INJURY MAY RESULT. joists.Stack only over V WARNING NOTES: beams or walls. Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines: WARNING:JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES:Blocking,Hangers,Rim Board,Sheathing,Rim Joist,Strut Lines Lack of proper Waving during construction can result in serious accidents.Observe the following guidelines: !r W 1.property install all blocking,hangers,rim boards,and rim joists at TJI°joist and supports. 4) 2.Establish a permanent deck(sheathing),fastened to the first 4 feet of joists at the and of the bay or braced end wall. r- N 3.Safety bracing of IX4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. O 4.Sheathing must be completely attached to each TJI°joist before additional bads can be placed on the system. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. p - 6.The flanges must remain straight within W from true alignment. Q A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Weyerhaeuser NH. ©2014 Weyerhaeuser NR Company. All rights reserved. Sheet: 1 of 2