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0002 IRVING AVENUE
�O Z�c-�J�i Yl. �L. n I I v ��" [c i I� Ie.ni�r9 u�-b m© e.�, Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, May 29, 2019 2:11 PM To: 'office@rog6rsandmarneybuilders.com' Subject: Application #TB-1971225, 2 Irving Avenue, Hyannis ' Good Afternoon, This application is being denied'due to the following: 1.) No utility shut offs have been received. If the water,gas,and electric shut off letters are received in a timely manner,the application will be ened and the review will move forward. Q� Thank you, ,B Robert McKechnie � V Local inspector Building Department Q Town of Barnstable \ .200 Main Street K Hyannis, MA 02601 508-862-4033 1 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, May 29, 2019 3:24 PM To: office@rogersandmarneybuilders.com' Subject: Application #TB-19-1226, 2 Irving Avenue, Hyannis' Good Afternoon, This application to rebuilt is denied at this time. The.following information is required: 1.) A certified site plan of the property. 2.) A narrative from your design professional stating how the structure will meet the requirements for fire separation and related issues(fire suppression,etc.) per 780 CMR Chapter 1 as amended. 3.) If this project obtained relief from a ZBA Decision please provide the documentation. Once again, please supply the required information in a timely manner so that I can reopen the application and proceed with the review. Thank you, Robert McKechnie Local Inspector ---Building.Department—_ -- - - - - -- - --_x Town of Barnstable 200 Main Street Hyannis, MA 02601 508-8624033 1 r P�pF THE T 'b 0 cation-1�jbt er . Y�- :1 IrDmitee. .:. Other Fee.......... 6L6 Total Fee Paid................................ ................................ ..... TOWN OF BARNSTABLE Permit Approval by..:,.., ......... ....... .on.........:................: BUILDING PERMIT CQCh APPLICATION L Map.:.. ..Parcel...... .................................... ' Section 1 - Owners Information and-Project Location R Project Address . V- U;.h�; Q" � .': Village 4 Owners Name 4 U e;A 0 6 S { Owners Legal Address 'nji,,mac, N V $ City — State "PA Zip 6- - Owners Cell# y o S �� y$ Z'(p E-mail G�1 v� i e ✓.S e1 e `�d �� ;. Section 2—Structural Use `o ❑ Single./Two Family Dwelling ❑ Commercial Structure over 35,000 cud e feet Commercial_ Structure under 35,000 cubic feet Section 3-'IType of Permit R. New.Construction Q Move/Relocate ❑ Accessory Structure `❑ Change of use o { O Demo/(entire structure) ❑ _Finish Basement Family/Amnesty „❑ Fire Alarm 4b Rebuild' D Deck Apartment ❑, 'Sprinkler System Addition [] Retaining wall Solar I ElRenovation ❑ Pool ❑ ' Insulation N s Other Specify Section 4—Detail Cost of Proposed Construction 2—W o Square Footage of Project, Age of Structure 22 WPM Dig Safe Numbei . #Of Bedrooms Existing Q Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method E MA Checklist❑ WFCM Checklist ['Design 4. t . Last updated: 11/7/2011 z - Section -11 -,Work Description A v�e( icC- E ek►'S� °�G I-k 5 p�ra tioP V J�C (h�✓a Co` �r Cnity �OOf i r _ 1 , Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage [j Smoke Detectors ❑ Plumbing ❑ Gas [� Fire Suppression ❑ 'Masonry El Heating System.. ' my Chimney ❑Add/relocate bedroom x Water Supply Public ❑ Private "'Sewage Disposal' Municipal �On Site Historic District- - [] .Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Ak b e✓— I and using a crane ❑ Yes ❑ No ` Section 7-Flood Zone Flood Zone Designation Within or adjacent.to a wetland,coastal bank? Yes No ❑ Section S—Zoning Information Zoning District _ Proposed Use.C M P,co S Lot Area Sq. Ft. c.v e5 Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed- Rear Yard Required IS Proposed Side Yard Required IS Proposed Has this property had relief from the Zoning Board in thepast? ❑ Yes ❑ No Last updated: 11/7/2017 REScheck Software Version 4.6.5 Compliance Certificate Project Tennis Club House Energy Code: 2015 IIECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,756 ft2 Glazing Area 14% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 80 Marchant Mill Road Gary Souza Hyannisport, MA 02647 Rogers&Marney Box 310 Osterville, MA 02655 508-428-6106 Compliance: 3.7%Better Than Code Maximum UA: 272 Your UA: 262 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 900 38.0 0.0 0.030 27 Ceiling 2: Cathedral Ceiling 342 38.0 0.0 0.027 9 Wall 1:Wood Frame, 16"o.c. 2,058 21.0 0.0 0.057 99 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 186 0.300 56 Door 1: Glass 100 0.310 31 Door 2: Solid 20 0.180 4 Door 3: Solid 20 0.220 4 Floor 1:All-Wood joistfTruss:Over Unconditioned Space 972 30.0 0.0 0.033 32 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_ ke/th ')_esswDOG{ 02/01/2019 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 1 of10 800-696-6611 # 727617 Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page.2 of10 REScheck Software Version 4.6.5 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 Idocumentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the 0 . ;building envelope.Thermal ❑Not Observable (envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable "Systems serving multiple ❑Not Applicable :dwelling units must demonstrate I ;compliance with the IECC ; (Commercial Provisions. I 302.1, Heating and cooling equipment is: Heating: Heating: UComplies I 403.7 sized per ACCA Manual S based I Btu/hr I Btu/hr (❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: bNot Observable j Manual J or other methods Btu/hr Btu/hr approved by the code official. I I❑Not Applicable I t I Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.Z.1 A protective covering is installed to i❑Complies ;Requirement will be met. [FO11]2 protect exposed exterior insulation :❑Does Not V and extends a minimum of 6 in. below grade. :❑Not Observable ;❑Not Applicable 403.9 Snow-and ice-melting system controls I❑Complies ; [FO12]2 installed. ;❑Does Not OJ UNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 + :❑Does Not ;table for values. [FR1]1 i ;❑Not Observable ; ❑Not Applicable 402.1.1, IGlazingU-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 I❑Not Observable [FR2]1 ; ; ; ;❑Not Applicable 40D ; 1 t 1 i ; i o 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 procedure or ;taken from the default table. ❑Not Observable ❑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 ; IE]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 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable ; i400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixturest ❑Complies !Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable { []Not Applicable 403.3.1 ,Supply and return ducts in attics ❑Complies ; [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ;R-6 where < 3 inches. Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. []Does Not -A []Not Observable ; ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to >_R- 3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not , []Not Observable 1 ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 >R-3. ;❑Does Not U { ;❑Not Observable 9 ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]z installed on all outdoor air []Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled 113Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ' 3 ❑Not Applicable 402.1.1, :Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ',❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel UNot Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 !manufacturer's instructions and []Does Not [IN2]1 in substantial contact with the tJ underside of the subfloor,or floor []Not Observable ; (framing cavity insulation is in ❑Not Applicable ; contact with the top side of sheathing,or continuous ; insulation is installed on the underside of floor framing and extends from the bottom to the ; I top of all perimeter floor framing members. 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/z 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 ❑ Steel ❑ Steel ;❑Not Applicable requirement applies(FR10). e 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. + ❑Does Not ❑Not Observable ; 10Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 7 of10 I section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not a table for values. 402.2.2, ; ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 :❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ,Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every '300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]z insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable I ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;,[]Complies :Requirement will be met. [Fl3]1 !insulation >_R-value of the ❑Does Not ;adjacent assembly. :[--]Not Observable ' j ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [F117]1 :ach in Climate Zones 1-2,and UDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 :cfm/100 ft2 across the system or ftz ftz ;❑Does Not ;<=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough in f❑Not Observable ;tests,verification may need to 1 ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 "determine air leakage with ftz ftz ;❑Does Not !either: Rough-in test:Total ;leakage measured with a ❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including o , ;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 jw.g. across the entire system ;including the manufacturer's air ;handler enclosure. ; ! 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at <=2%of ❑Does Not ;design air flow. ; ❑Not Observable , t ❑Not Applicable 403.11 Programmable thermostats ❑Complies [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not ❑Not Observable x ;[]Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 IlLow Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID T 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable IE]Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal j for hot water demand within the ; occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically x, adjust the energy input to the []Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the ; piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water ; system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units t ❑Complies (F]31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat []Not Observable I recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI6]1 "fixtures or 75%of permanent []Does Not ;fixtures have high efficacy lamps. F r Does not apply to low-voltage ❑Not Observable I lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not []Not Observable I ❑Not Applicable 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 IlLow Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ' 10Not Applicable 303.3 Manufacturer manuals for 10complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Tennis Club House Report date: 02/01/19 Data filename: Untitled.rck Page 10 of10 2015 IEcc Energy Efficiency certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ZOO, 1 Window 0.30 Door 0.31 Heating System: Cooling System: stem: Water Heater- ' Name- Date: Comments I yyr The Commonwealth of Massachusetts > Department of IndustrialAccidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organization/lndividual):ROGERS AND MARNEY, INC, Address:445 OSTERVILLE/WEST BARNSTABLE ROAD City/State/Zip:OSTERVILLE, MA 02655 Phone#:508-428-6106 Are you an employer?Check the appropriate box: i Typef project o (required): I.®I am a employer with employees(full and/or part-time).* 7. ❑New construction 2.7 I am a sole proprietor or partnership and have no employees working for ma in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.❑[am a homeowner doing all work myself.[No workers'comp,insurance required.] 9. El Demolition' 4.❑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 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.Q I am a geneml contractor and I have hired the sub-contractors listed on the attached sheet. I3.❑Roof repairs These sub-contractors have employees and have workers'cotnp,insurance.* 6. we are a corporation and its officers have exercised their right of exemption 14.[:]Other _ ❑ rpop per�iGLc. 152,§I(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 Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must subunit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and Job site information. Insurance Company Name:CONTINENTIAL INDEMNITY CO. Policy#or Self-ins.Lie.#:37-585332-01-01 Expiration Date:01/01/2020 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL a 152,§25A is a criminal violation punishable by 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$250,00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby Certify un er t e ' s and penalties of perjury that the information provided above is true and correct Si nature: Date: ` 2 Phone#:508-428-610 Official use only. Do not write in this area,to be completed by city or town official, City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other ' Contact Person: Phone#: ' ROIER$ & MARNEY, INC. Subcontractor Workers Compensation Page 1 Insurance Policy Report System Date: 04-12-19 System Time: 10:58 am 2015 Vendor Name Amt Paid Insurance Co. Policy Period 252 BENGER CONSTRUCTION 21,180.00 AMGUARD 01-12-2019 01-12-2020 KEWC037329 256 BAY COLONY CONCRETE FORMS, INC 369,268.02 NATIONAL LIABILITY & FIRE INS 03-31-2019 03-31-2020 V9WC874387 322 CAPE GOLF CONSTRUCTION INC. 106,620.99 NATIONAL GRANGE MUTUAL INSURAN 02-19-2019 02-19-2020 WCPS705L 395 DAVID COX, INC. 325,685.00 TRAVELERS INSURANCE CO. 07-16-2018 07-16-2019 6HUB-910X742-2-18 860 HOLCOMB PLUMBING & HEATING 149,399.30 MERCHANTS INSURANCE GROUP O1-03-2019 01-03-2020 WCA9098376 1012 R&S LAFLEUR, LLC 433,256.13 MERCHANTS MUTUAL INSURANCE COM 07-01-2018 07-01-2019 WCA9100869 GRAND TOTALS 1,405,409.44* i DATE CERTIFICATE OF LIABILITY INSURANCE --, .4coRo- 1...� 01/02/2019 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: Applied Risk Insurance Services, Inc. PHONE FAX 10625 Old Mill Rd (AIC,No,Ext): (877)234-4420 (FAX (877)234-4421 Omaha, NE 68154 E-MAIL ADDRESS: PRODUCER (877)234-4420 CUSTOMER ID II INSURER(S)AFFORDING COVERAGE NAIC R ,INSURED INSURER A: Continental Indemnity Co. 28258 INSURER B: Rogers & Marney, Inc. PO Box 310 INSURER C: Osterville, MA 02655-0310 INSURERD: INSURER E: CTL 1273 1505727 INSURER F. COVERAGES - -CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 'INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RZS ADD SUB POLICY EFF POLICYEXP . LTR3 TYPE OF INSURANCE I INSR WVD POLICY NUMBER MMIDDIYYYY MM/DDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ ❑ DAMAGE TO RENTED CLAIMS MADE❑OCCUR COMMERCIAL GENERAL LIABILITY ❑ $ M D EX a n $ PERSONAL 8 ADV INJURY $ GENERALAGGREGATE $ HGEN'L AGGREGATE LIMIT APPLIES PER D $ (� PRO- $ I I POLICY ❑JECT LOC AUTOMOBILE LIABILITY ANYAUTO ❑7 EcD a den SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY Perperson) $ SCHEDULEDAUTOS $ HIRED AUTOS PROPERTY DAMAGE Per accident $ NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS MADE ❑❑ AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION X TW C STATU- l OTH- ANDEMPLOYERS'LIABILITY YIN AANY PROPRIETOR/PARTNER/EXECUTIVE K NIA 3 7-5 8 5 3 3 2 01-0 1 01/01/2019101/01/2020 E.L.EACH ACCIDENT $ 5 0 0,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) ( E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 50 0;000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach Acord 101,Additional Remarks Schedule,if more space is required) - CERTIFICATE HOLDER CANCELLATION Rogers & Marney, Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED PO Box 310 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED Osterville, Imo, 02655-0310 IN ACCORDANCE WITH THE POLICY PROVISIONS. [AUTHORIZED REPRESENTATIY� 1783118 ACORD 25 (2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved II Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston,.Masi chusetts 02108 Home Improve men &on#rractor Registration Type: Corporation ROGERS AND MARNEY,INC. Registration: 164688 P.O. BOX 310 Expiration: 10/29/2019 OSTERVILLE,MA 02655 r� Update Address and Return Card. SCA 1 0 2_0M�-05/177j V/ae �Oo�ra��zancuealf�a���atiac�zcWe�Gl Office of Consumer Affairs S Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: R eg istrat'on Expiration Office of Consumer Affairs and Business Regulation 164aE 10/29/2019 10 Park Plaza-Suite 5170 ROGERS AND MARN Boston,MA 02116 ��3 I -i GARY SOUZA &- -- 445 W EST BARNSTABLE OSTERVILLE,MA 026 5 ✓� Undersecretary ` N0$Valid Witho S19 Lure 1 Commonwealth of Massachusetts �3 Division of Professional Licensure Board of Building Regulations and Standards ConstroL*I ti pervisor , CS-102999 : ires: 08/16/2020 GARY J SOUZA r - P.O.BOX 310% ": s OSTERVILLE fVIA0285 a+' �` r. i Commissioner Section 9— Construction Supervisor Name ,�. ;Q Telephone Number 6 Address�o �,• �I n City'(`); Pyy ltz� State.A- -Zip (S License.Number��z '( License Type Sv(? Expiration Date ` //6z z Contractors Email o_F 'cP - �c L M n2��.i_;,�� Ce Ic)�f5. ll tj—t' y _ I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building ' de. I understand the construction inspection procedures;specific inspections and documentation required by 0 C an a Town of Barnstable:Attach a copy of your license. Signature --� - �'. -- Date Section 10 Home Improvement Contractor Jt r Name- •,�.'er� r;,vNr� AQy 1 n c Telephone Number_`XJ 'i -Ll z = ('d 6 Address Drrt� �j 9 City -(�S �r r l Q State �Z,_Zip S 5 �_— Registration Number U Expiration Date ;O 11 Jj I understand my responsibilities under the rules and regulations for Home Improvement Contractors in acc ordance cordance with 780 CMR the MassachusettsState.Building Code. I understand the construction inspection procedures,specific inspections and .' $ documentation required by-80 the Town of Barnstable.Attach a copy of your H.I.C... i Signature-. Date Section 11 —Home Owners License Exemption Home Owners Name: ` Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMIIt 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 APPNT SIGNATURE . Signature Dale g s Print Name Telephone Number.— � P 516 --4 Zg -610 6 E-mail permit to: 0 F `c e_ ,�" roc; ✓S c,'A C_' V, D-1 •� �, -5 Last updated: 11/7/2017 i r A Section 12—Department Sign-Offs, Health Department ❑ Zoning Board (if required) • Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ n Conservation ❑ For commercial wor please take your plans directly to the fire department for approval Section 13—Owner's Authorization as Owner of the subject property hereby authoriz r �nJ pAqo,Vx le to act on my behalf, in all matters r a work au orized by this building permit application for: Z r v t•� u i �� h h ' Pa,��' (Address of jo Signature of O e date Print Name i { Last updated: 11/7/2017 n i eFTown of Barnstable wE�oaMfNr' IHE o Planning&Development Department v� Barnstable Historical Commission -A BARNSTrABLE, 200 Main Street,Hyannis,Massachusetts.02601 5'. >.z 9� MASS. 9 (5.08)86274787 Fax(508)862-4784 iOrFD •t s erin.logan@town.barnstable.ma.us` ��ov Ballast°° DEPT. Commission Members MAR Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifteld,Clerk, MF1R 3 2020 ' George Jessop;AIA Elizabeth Mumford' Cheryl Powell Frances Parks Jack Kay;Alternate N OF BARNSTABLE DECISION Summary: Withdrawn without Prejudice-Pursuant•to Chapter 112 Historic Properties,y Section 112-3 F Applicant/Property Owner:' The Hyannisport Club,Inc. Subject Property: 2 Irving Avenue,Hyannis Port Assessor's Map/Parcel: 266/031/000 B i4N'CJT ABLE��I-iMN^� Hearing Date: February.18,2020 Pursuant to the Barnstable Historical Commission receiving your notice of intent on June 13,-2019,a duly advertised. and noticed public hearing was held on July 16, 2019 to determine;whether the significant building on this property- p y p f g was a preferably reserved.si ficant building and whether..demolition-delay would'be`imposed for the:full demolition of this structure on the parcel addressed as 2 Irving Avenue,Hyannis Port.. , Following a written request for withdrawal without prejudice;received on January 27,2019 from Attorney Mark H. Bourdreau, at their February 18, 2020 meeting the Barnstable.Historical Commission'voted four in favor-(Jessop,_ Parks,Powell,Kay)and one abstention(lvlumford)to accept the request for withdrawal without prejudice; This decision applies only to the demolition described in the notice of intent submitted on-June 13,20.19..No future.. demolition shall be permitted without application and.approvaI from the Barnstable Historical Commission. . A Nancy Clark,Chair G- Date cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk Planning&Development Department-Elizabeth:Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-260 Main Street,Hyannis,MA 02601 i oFtHe t Town of Barnstable wE�orntfN� qo� Planning&Development Department TOM OF 9ARPMnstable Historical Commission * BARNSPABLE, « 206 Main Street,Hyannis,Massachusetts 02601 5 y MASS. $' 08)862-4787 Fax(508)862-4784 2019 JUL 32 �� Q' �� in.logan@town.bamstWe.ma.us town:barnstable.ma.us OF na91115�0~ ED MA't Commission Members DWISIONancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk —+• George Jessop,ALA Elizabeth Mumford Cheryl Powell Frances Parks L . CD DECISION w U) Summary: Demolition Delay Imposed Pursuant to Chapter 112 Historic Properties,SeC:)6on 112-3 F w Applicant/Property Owner: The Hyannisport Club,Inc. Subject Property: 2 Irving Avenue,Hyannis Port Assessor's Map/Parcel: 266/031/000 Hearing Date: June 13,2019 Pursuant to the Barnstable Historical Commission Chair's receiving your notice of intent on June 13, 2019, a duly advertised and noticed public hearing was held on July 16,2019 to determine whether the significant building on this property is preferably preserved and whether demolition'delay would be imposed for the full demolition of Hezekiah Marchant House on the parcel addressed as 2 Irving Avenue,Hyannis Port. After review and consideration of public testimony, application and record file,the Commission by a vote of five in favor (Mumford recused), found that in accordance with Chapter 112-G the structure is a preferably preserved significant building. In accordance with Chapter 112-3 G,the Commission determined by a vote of five in favor(Mumford recused)that the partial demolition of this structure would be detrimental to the historical, cultural or architectural-heritage or resources of the Town and so pursuant to that vote in accordance with Chapter 112-3 H, a demolition delay of 18 months from the date of this decision is imposed for this structure. Further, Barnstable Historical Commission voted five in favor (Mumford recused) of requesting that the Town Manager make a discretionary referral of the demolition described in the Notice of Intent to Demolish form dated June 13,2019,to the Cape Cod Commission as a Development of Regional Impact. This decision applies only to the demolition described in the notice of'intent submitted on June 13,2019.No future demolition shall be permitted without application and approval from the Barnstable Historical Commission. Nancy Clark,Chair t 6ate cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk Planning&Development Department-Elizabeth Jenkins,Director-Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 „ k 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 . CU `GAPE CO® (508) 362-3828 • Fax (508) 362-3136 • -www.ca ecodcommission.or ” p g com, ss�® CERTIFIED MAIL—RETURN RECEIPT REQUESTED • Tracldng Number: 7019 0140 0000 2042 2015 1,rt September 20,2019 M The Hyannisport Club c/o Mark H.Boudreau,Esq. Boudreau&Boudreau,LLP - 396 North Street Hyannis,MA 026o1 Re: The Hyannisport Club-Proposed Building Demolition,2 Irving Avenue,Hyannis Port (CCC File Number No. 19023) Dear Attorney Boudreau: This letter serves as notice that at its meeting on September 19,2019,the Cape Cod Commission considered the Discretionary Referral from the Barnstable Historical Commission and accepted the above-referenced project as a Development of Regional Impact(DRI)pursuant to Section 2(b)of Chapter A,Code of Cape Cod Commission Regulations,Enabling Regulations Governing Review of Developments of Regional Impact. For purposes of determining consistency with the Regional Policy Plan(RPP),the Cape Cod Commission in its acceptance limited DRI review to the RPP's Cultural Heritage goal and applicable objectives. In accordance with the Cape Cod Commission Act,the Commission is required to open the public hearing period on the DRI within sixty(6o)days of its acceptance,which date in this case is Monday November 18,2019. The Commission will not schedule a substantive hearing on the prof ect until the applicant has filed its DRI application with the Commission and said application has been determined complete by staff. No municipal development permits may be issued for the project until the Commission completes its DRI review,grants DRI approval,and its DRI approval has become final. Jon Idman will manage DRI review of the project for the Commission;please contact him with any questions. dSinceren Commission Clerk Enclosure CC via regular mail: Fred Chirigotis,Barnstable CCC Representative CC via certified mail: Elizabeth Jenkins,Barnstable Planning Director Ann Quirk,Barnstable Town Clerk Brian Florence,Barnstable Building Commissioner Chair,Barnstable Planning Board Chair,Barnstable Zoning Board of Appeals Barnstable Health Agent Chair,Barnstable Conservation Commission Development of Regionalp �' Impact (DR I) Referral Form , CAPE COD COMMISSION This form is to be completed bythe referring municipal agency's authorized representative. Please attach a copy of the municipal development permit application pending before the municipal agency,showing the date on which it was received. ` Application materials should be transmitted to the Commission sufficient to describe the project and support the referral. Receipt of this information via the U.S.Mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of the Cape Cod Commission Act and Regulations. Form continues on the back. Referred by(Municipal Agency): The Barnstable Historical Commission through the Town Manager Mandatory Referral Full Discretionary Referral X Limited Discretionary Referral• Project Name: _2 Irylnq Avenue, Hvannisport Project Location: 2 Irving Avenue, Hyannis, MA 02647 Applicant Name:.The Hyannisport Club, Inc. ' Contact Address: .Mark H. Boudreau, Esq., 396 North Street,Hyannis, MA 02601 Email:_markaboudreaulaw.net Telephone: 508-775-1085 Brief description of the project including,where applicable,gross floor area, lots, units,acres and uses(please use additional sheets as necessary): See Attached. List municipal agency(ies)before which a municipal development permit is pending or required for the project: (please use additional sheets as necessary): Barnstable Historical Commission - 18 Month Demolition Delay imposed on July 16, 2019. Mark S. Ells, Town Manager 4cj Print Name of Authorized Signatur Date Referring Representative/Title r7- f Mail or Deliver to: € t�7 ! V17 P I14 Cape Cod Commission Attention: Commission Clerk 3225 Main Street, PO Box 226 Barnstable, MA 02630 << r 3 `L / L U:y OF 4 2019 DRI.REF.FORM 06/2019 1Y�ST^ ,�tp �z ¢ ,� 'CONTINUED ON REVERSE)) r, Development of Regional Impact (DPI) Referral Form Continued CAPE COD COMMISSION Prior to making any referral,the Commission recommends that the municipal agency contact Commission staff to confirm process and discuss other relevant issues under the Commission's regulations,and specific to limited discretionary referrals, this discussion might eliminate the potential for misunderstanding about the scope of Commission review under the particular Cape Cod Regional Policy Plan(RPP)issue areas requested. For Mandatory Referrals: Please indicate the review threshold(s)the project meets/exceeds from Sections 2 and 3 of the Commission's Chapter A: Enabling Regulations Governing Review of Developments of Regional Impact. For Any Discretionary Referrals:A referring agency should provide support about why it believes a project, that does not otherwise meet or exceed a review threshold, has regional impact and thus should require Development of Regional Impact(DRI) review.A municipal agency making a discretionary referral may request DRI review for one or more, or all,the issue areas of the RPP under which the agency maintains that the project will have regional impact(the RPPs issue areas are set forth below).A"limited" discretionary referral is one that requests review under one or more but fewer than all the RPPs issue areas. If a limited discretionary referral is accepted for DRI review,the Commission will limit its RPP consistency review only to those issue areas specified by the referring agency and accepted for review by the Commission. Please indicate below the RPP issues under which the municipal agency seeks DRI review: NATURAL SYSTEMS COMMUNITY SYSTEMS BUILT SYSTEMS Water Resources _X-Cultural Heritage Community Design Ocean Resources Economy Coastal Resiliency Wetlands Housing Capital Facilities&Infrastructure Wildlife & Plant Habitat Transportation Open Space Energy Waste Management Effect of referral on local board's time limitation to review an application: For mandatory DRIB, local review and the corresponding time periods for review are suspended immediately upon the Commission's receipt of the DRI referral and resume upon the Commission's decision to approve a project becoming final. In the case of any discretionary referral, local review and the corresponding time periods to review are not suspended unless and until the Commission votes to accept the referred project for DRI review. DRI.REF.FORM 06/2019 Town of Barnstable �FTME T 0suopm% �'o Planning& Development Department o 4 Barnstable Historical Commission z 3 * BMWSTABLE, * OF B M 200 Main Street,Hyannis,Massachusetts 02601 g y 9� MASS. S. (508)862-4787 Fax(508)862-4784 DOTED •� A.M. "5 Ph 45. erin.1ogan@town.barnstab1e.ma.us OF BAR qq'r Commission Members }1.Y I5i0N ancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks Error in Script , as related to CD The Hyannisport Club,Inc.,2 Irving Avenue,Hyannis Port, Map 266,Parcel 031 Decision made regarding the application for Notice of Intent to Demolish s� An error was identified on the decision for 2 Irving Avenue, Hyannis Port, Map 266, Parcel 031 filed with the Town Clerk on July 30, 2019. There is an error in the hearing date on this decision. The hearing date should read July 16,:2019. Respectfully Submitted, Erin K. Logan Administrative Assistant Planning &Development Department Barnstable Historical Commission Planning&Development Department-Elizabeth Jenkins,Director;Paul Wnkrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 S Lays,,.. 14 Town of Barnstable Im „RNUML% : Planning & Development Department 1,639. Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommissioy .� ZE COMMISSION MEMBERS: ram,_ 1a Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk tt George Jessop,AIA . Elizabeth Mumford IN) r- Cheryl Powell b M Frances Parks EO ---1 CO July 18, 2019 _ o Re: Notice of Intent to Demolish Structure&Relocate o rr-- 2 Irving Avenue, Hyannis Port, Map.266, Parcel 031 rrIm o c•s Boudreau &Boudreau, LLP c/o Mark Boudreau 396 North Street Hyannis, MA 02601 Ann Quick, Town Clerk 367 Main Street, Hyannis, MA 02601 Brian Florence, Building Commissioner 200 Main Street, Hyannis, MA 02601 Pursuant to the attached decision, please be advised that the Barnstable Historical Commission will hold a public hearing on the full demolition of the single family structure, on July 16, 2019 at 4:00pm, 367 Main Street, Hyannis, 2nd Floor, Selectmen's Conference Room. This public hearing,will be advertised, notices sent to abutters and a notice form will be posted on the building or other visible site on the property. Please contact Erin Logan at 508.86.2.4787 or erin.logangtown.barnstable.ma.us for processing information. Sincerely, Nancy Clark, Chair Planning&Development Department,Elizabeth Jenkins-Director 200 Main Street,Hyannis,MA 02601 Town of Barnstable . Planning & Development Department MAW A,� Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission COMMISSION MEMBERS: Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks :. 0 3> Chapter 112 Historic Properties, Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING �'.� 2 Irving Avenue, Hyannis Port, Map 266, Parcel 031 Q` Pursuant to Intent to Demolish Structure The property located at 2 Irving Avenue, Hyannis Port, Map 266, Parcel 031, is associated with the broad architectural and cultural history of this area. In accordance with Chapters 112-2 and 112-3 (D), the Barnstable Historical Commission Chair has determined that this structure is-a significant building. This determination applies only to the demolition described in the notice of intent submitted on June 13, 2019. Any future demolition shall require a new determination from the Barnstable Historical Commission. Planning&Development Department,Elizabeth Jenkins,Director Erin K.Logan,Administrative Assistant 200 Main Street,Hyannis,MA 02601,508.862.4787 Town of Barnstable Building Department Services okIME To Brian Florence, CBO BAB TABLE V aazYraSLE•cnrEavtuE•ccmltr•xranls .:FBiG\5 PofLLS•OSTftNILE•Vl:1T BAllI5ia0L"c y °^ Building Commissioner 36�Dg° * BAM STAB . ' 200 Main Street Hyannis, MA 02601 9 MASS. g �p 1639. www.town.barnstable.maxs TfD MA'S A Office: 508-862-4038 Fax: 508-790-6230 May 15, 2019 Mr. Scott Smith, General Manager Hyannisport Club Inc. c/o Mr. Brian Yergatian BSC Group, Inc. 349 Route 28,Unit D West Yarmouth, MA 02673 RE: Site Plan Review#009-19 Hyannisport Club,Inc. —Demo/Rebuild Tennis Club 2 Irving.Avenue, Hyannisport, MA Map 266,Parcel 031 Proposal: Raze and replace existing building known as the Tennis Club. Anew building is proposed in the same general location as the current facility. A 2 bedroom apartment for the tennis pro is proposed on the second story of the new Tennis Club. The project also includes an upgrade of the existing on-site sewage disposal, reconnection of utility services, installation of drywells for the conveyance of stormwater runoff from the building roof and landscaping. Dear Mr. Smith: Subsequent to the informal site plan review meeting held February 19, 2019,the Site Plan Review Committee administratively approved the above-referenced application subject to the following: • Approval is based upon and must be constructed significantly in compliance with site plans . entitled"Hyannisport Club=Tennis Club"four sheets, dated February 7, 2019 with final revision February 22,2019 per SPR comments; and Stormwater Report dated January 2019 prepared by BSC Group, West Yarmouth, MA. Also reviewed were floor plans and elevations entitled: "HY Port Tennis House—preliminary permit drawings" 11 Sheets, dated February 7, 2019,prepared by R&M Rogers &Marney, Inc. • An application may need approval by the State for a variance regarding flood zone. This will be determined at the building permit stage. • All access entrances to the building need to meet 521 CMR for HP accessibility. • If 2 separate structures are proposed(building&deck), 2 building permits will be.required, one for each structure. This will be determined at the building permit stage. • Mixed-use building will need to be fire safety sprinkler protected. A 2-inch fire service line and full fire alarm system is required. Consultation with Deputy Chief Dean Melanson Tel: 508- 790-6400 is required for design/location., `s • Conditions of the Order of Conditions SE3-5654 issued by the Conservation Commission must be complied with. • A license application for Alteration of Premises will need to filed for the new building. Contact Maggie Flynn, Licensing Assistant for application assistance. Tel: 508-862-4774. • The Board of Health voted unanimously at their March 26, 2019 meeting to determine that a standard Title 5 system in lieu of Section 3 60-3 8 be approved for use at this time without any innovative alternative technology. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site lean and a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, t - Z Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Deputy Chief Dean Melanson Licensing Dept. " Health Department Conservation Commission i z M 34' Wig „ 10 i 24 s a • a BATH I W t - V. p `� ( t n TENN15 PRO SHOP CD. „ I s * t yam• o — - - _ — N 4 M '7 .» -"�` -, ... - �r.,.""i ,�.�'tie• - .. a 1 — — J. c� I s r ° • , ro • Ln 10' 10'24 X r :. I DECK �- sue;- ,� - . - " �� •t p � z LU rl R-+y _Q 44' 4r_4 • r.s .. a ¢+mow 'a in. r a- °• _ -` r ' *d. Y,',ew. a1 ..r•.w,JiWh+ 'ry�n .� dS�rG. � - ... _ - ,: _. y Y � 2 .. , �- Co DECK DEGK F. , EXISTING LOWER DECK TO REMAIN u I n , DN ui 1� � Existing tennis pro shop W : . � • , �` � - � - �`- ``� ` • r �to .be'razed and-replaced working Plan view w - JCr uj Of ui • Cn r OF ASS N Z Z ZLn w r J. 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' D03 GL05ET y Doi This floor will have a - M B 521 GMI'd - water based fire g *- ompliant Isuppression system 1 t _ BATH 3 �MAAB 521 aMR b TENN15 PRO SHOP Compliant 1 -9 1/2" I PORCH \ �6 I r BA H�#,2 O ' IL m ll o PORCH N I o E UP Q D D D D D pi panels sh eh ck on inside. w 0 separation line separation line F a ' ° �- n 310 310 - 310 310 DO 310 310 310 310 - ~ • 'T F 2 m -4" '-6" 3'-4" 6'-61, b'-6" 3'-4" 5'-677 3'-4" 3'-4" D D w 10' ff-10" 8'-10" 8'-8 8'-10" 8'-10". .10' g o r 44 _ w & W PORCH. �" N Co J Q 2" rails in Azek v xb wrapped posts V uj IMP t e6 am — ` Z3f S t beam o Q o CL — zzZ „ z z ' 42 rails In Azek 4'-9" 6- z z — z } new decking Cn Existing stairs/ DECK w } } H 2 N 2 landings to be v G o UP determined with. grade details - hardscape DATE: landing II 4/15/2019 EXISTING TO REMAIN'If P6551BLE DECK EXISTING TO REMAIN If P0551BLE SCALE: - -ON _' SHEET: { First Floor Pg-2 a _ s . .: ♦ ,. _ .. _ . 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'm z ¢ Q r y Existing stairs DECK . +. �RIC d: . _ = cv z landings to beGTr,' T? fi - determined with: ivc� +yfs }} Up 'JC 1= al(p grade details hardscape , � k ,< ;i-- DECK - landing �r� a/io/zois EXI5TIN6 TO REMAIN if P0551BLE EXI5TIN6 To REMAIN If P055IBLE ' ' I. SCALE: - 1 SHEET: b. xa. .. ♦ „ f pg, 2 t r First»F!o`_o !, , tW z �G stairs down,confirm grade . v K • v top of windows @ -�• DE K ON + C L L L p of windows Q 86" /,to clear roof > C a C G C pl CV 86°+/-to clear roof ' tem erect. r � � r: n V`i3 91236R..W3021 W1236R `am - I 2 12- 2a i i I., Ujo , H12R 'BB42" Dishw her 1'I LGB36 \ l / m bath tel • : - - u051 o ,• ., �, ..,' this area � • O _ _ ,o w I . -- , - - YI i I I �. F - \ . 4' � $ . B24R.. B2�4�R 824R I p �. .. DOB _ I o 9 le , - to of windows 86" .. . n • i — — — — — - -- - - — I p I — —— — — — — —— — — —— — — —— — — — —— — —— t clear porch roof B/ o e t z x F , *L a � BEDROO:M ,1 II I I. i .: •' v.. egress.'' "` - ,,,. , :. ..' `,�_-: a�.. - top OF wihdow@ 86". j I 4 •_. I r I ,k. +/-to dear,..porch roof- :Q w °� pQ I . O mO mO .t L I L. • - ." :ter, • fit, x 4 i M . , \ storage .. wall .— •,_. I . .,. :_ I - 5' I _ ce�lin slo es I^ I - g P . - r P ceiling 6fopes g- i I ., I L { PL L L 1-u break roof here for , dowtito4'at- / break roof here for - d 2 _: 2 exterior wall , „ 6 I I I e�cteriorwall I flood zone separation h flood-zone separation, } U - � -,•• ,r� ,-,wax-.a ;� � . a ro �-. � i �— TN26310 Tmb310 L_ 2 2— — — —— — TW26310 LU TW26310 I a : - - - — — I \ uj A I B t B B A \\ I j � w � w , � > O + R — ( 0 1 Oz « 2' , 44'' ' \\ I I zzzz - j LU A. - - —— — — - - -- — -- - -- -- - - - - - -- - --- - - -- — —— — — —— — — — — — —— — — — ——— — TT .. ` s - w. -. �_• SCALE: SHEET' _ • Z ' t . stairs down;.aonrtrtn grade +I-to clear top of Andows®f C ON C V r E ^ C C cop of windows Q dearroo — CV =(5) —�—f.— b s/-to .a. 8 N(302y/ Y1236R W3021 w12-: k 1 LUR XB � _ I v r rc 1' ti o �ga61e rooFjto overlay • m _ d I I bath bel0� `i i shed dormerroof CI)• i � ` �\. i i 1 �71 I ® —_ I I I this area I -o �}� I I iv = y I LL_ �a 0 _— ' er jLV stcfua ge (2)11 7l9 LVLvidus C8 i (2)11 71Etop of i I l+1-:20 Uear gHIfC.t1 rbd. ` //P/ -- ON- '-— --�\• ' �ry , ;` � �—— - (2)i� — (2)2 fo (2)2xto. .- ) y *i . top of window Q9Q2xtoconfirm Bretton2)7 1 4Lv:heder/I (2)200,header L _ rO �~ , _ nerc• 1� W b1U,header +/-t0 Clear pOrGh rOOf ,- p Qoil 00 i7)2x)2lowrfrt header . de a uilingsl tt :o:a:,3..ere-.roof stor ; <' 112 wa)1 ,eekwanonlyQ�sl I iI ceilin . opes = d q at break roof here for 2' g 2' 4 ac exteriorl PG break roof here forw flood zone separationterior wall V (2)7 i4 LVL headerflood zone separation 4_. �a W m —,_ _— �'— 1YV26310 7YV26310 ,I 9 (, < ui I4 i3 8 \� j AA �2'-10" 2' 10 'T 0 o- a- � Z44 ��� ' r Q Qwr � >CN — —— (3)2s,E ptheam'_ _ - _ _ _ — — _ — (3)Zc?pv beam _ 0F4-- ---- -- - - - -- -- --- - ---- -- --- - ------ - E�'fC J,i!?UA1 5C� too. 30962SHEET: T w f Pg-3 1 -1 N IA 17T 1 1 1111N, ` - TJ ca i t I I t t Wui s.. w - t ® ® t ® � r L) t i t t a I 1 I I i I i w ' N m . • .. a e. • W r s - X W'Q tw Alf ASS. Z Z j.Z LU "1 5TFLJCTU,AL., { Nil 3t3162 a _ • �. r��� fix - �' DATE: ;r Effl LTJ — SHEMN Pg_4 4 zi ca / d�' ' s 3 d 0 f. 1 0 cc r , • '. - . _.> ' W - _ 11 1 1 1 1 1 1 1 1 1 1Yk N 1 1 1 I f • w 1 w GRADE 14+/- 4T.1 _ w 18.2 F.F.E. _ w confirm grade, oozo CL = Ci).oN v Nzzz �e ZQ � Q !C LU ERIC J. ST"f'?lGh.'R'tL uy�m DATE: no. .3 0 G 2 6m SHEET: r Pg-5 LQ 0 �z Use standing seam roofing flashing - (custom, similar to image)at seam between the two individual roofs. Should prevent leaks but allow the buildings to separate if needed. - 3 in Ca I-I I I I I LLLI N existing'lower deck and 41 new upper..porch(in the flood plain)to be independent of the new tennis hose(out of the �.. ' flood plain) ITT Q Ca Lu D) Z Z_ Z Z Z > Z CED,:PH')L11 is,a W>- ST4UCZ'!1:'iAL b F- = N = z! r . ED {�. (YLW Tj THi y 13 existing lower deck and - new upper,porch{in > flood _ • _ .` ;(,( the fl d-plain)to be i ' j 1 i-- independent of the new ( tennis hose(out of the14 o flood plain) i - w W . CL Ui - - - - - u ` W U u i W 00a 0 = cnUv� Nz - zz zz � z z < - IVAOFMass G~ = c� _ a� $� ' E�'IC J. • r r try TI i 1CT;.?,'�L a � DATE: '�-' Cn� 4/10%2019 1 c < � �' / SCALE: • SHEET: Y Pq-7 ^' z x L+J1 l Ca U �(2):11 '1/b"LVL structural . ' ridge_w/collar ties architect asphalt p i shingles; 5/8" ply, 2 x 10 rafters @ m 16" oc; 1-12.5 clips o 12 pitch -. -to�plates s? 6 pitch 6- 'itch (�)200 2xb @ 16" architect asphalt shingles,'5/ — =',— `7-(2)2x12 (3)?X"b headers F ply, 2x12.pt'ridge,2 x 10 pt (3)2 x b headers ; o ' v rafters @ 16" oc, H2.5 clips to beams,2x8 pt ceiling joists, Nest porch.'and existing' confirm ceiling finish bxb pt posts, w/no - _ s? connection to the main lower`deck care 'In,the_ r- building; 172" pt ply y 3 pitch beti;ueen ceiling ledger flood , 'oNaE end to be. a and ridge/rafters F framed separate from the ', v . — - - - - - a e _ main �UNIdNnt�: (3)2itbea►ns - jLU 11 7/8"AJS 20 I Joists @ 16"D.C. (3)2x"8 / headers a Ezteriof walls: U.] Azek railing system,wrapped dipped N Ca w c- minimum insulations shin les,`Azek trim Q bxb pt posts,confirm top 9 wails=R21 _ housewra 1/ U beam, 1xb pt decking w/ / p, 2 W roof/attic R49 l stainless fasteners , `A ply,f.g.insu .2 x b wi W basement ceiling=.;R1fl Studs a@ lb"oG, 00 Q d vapor_barrior, 1/2"; _ D (D cn Dzzz z brd — gyp — z z 6Q � Q LLI = N 2 2 x 12 pt @ 16* 2 x 12 @ 16" OF existing lower deck to'be j t A�s ` ,� oarE: saved, see new footing details see see footing / . foundation details 'C CEPCTI HOB n,4 o ST.YCTUSAL i sframing details Lt o. 38032tn, sca�E SHEET: pq-8 10' 44' 10• r �'w - - - - - — — — — — — — — — — — — — — — — — — — - - - — — — — `a _. :r. z - "•- .. d !!, :"'�,. 9'xi rtGa 4`.,':f '�•' .' `w,... .,y,;'.'- I t3)2xazy! ,, �.',_.,atk�'�.# „era,.u ��re, _e� . ..K�, r' a� �_ , ,wa �6: �. .�nJa��' °�_kri'" f�AAY [a,. I � I ; r- - - - - - - — — — — — — — — — — — — — -- - - - -- - - - - - - - - - - - - - d� I o� 10"wide found w/shelf,see detail—� Q I I N 10"wide found w/ shelf,w/20"x 10" Qs raro, o ( ( footing, see.detail ca � NZ �'-4" `T'-4" �'-4" T 4" r — — — — — — —J i a (4)2x12 drop beam a n beam I O c beam 12 Dotke 30"x 30"x 12"' J `°P (112,ai Pocket 12,2 oo pad'u.4 lally Col. PORCH ABOVE. t _ - m t 0 N s o, 2x92 Pt lorsts,�i 6 o1G ' 6r. 3 t N W fl S O ^ N < N 2x12 ptjoiets @ lb"olc x 3'. C �g nI I INX'ZW �� v� E a k _ L : - (2)2x12pt — — — — — — — — — — — — — — — — — — — — — — Q e. N ( x2 t ' y , / • P t' t4)2x12 pt flush beam ud hangers (4)2xl2 pt flush i • r� i . _ / 1 .. ^ 9 (4)2x12 pt drop'beam , 9 i beam uA hangers � J �. 14)2x12pt drop beam l 9 - / PORCH ABOVE l w 48"x 12"tone.1. n _ cv tv .,:cv_ - cv s :cr/ sonotubes ud 24"big. w x 7 x x x ev .r N - c .ry -x C`4 afoot"base^embedded m m , rv , v6. _ cv W m / post ft.8 6x bpt posts U i - - Q 8' 10" _ 8' 8" 8'-10" o t 8, 1Or. , " a. w (4)2x12 pi drop begin (4)2.12 pt drop beam (4)2x12 pt drop beam i (4)2.12 pt drop beam O l r / .. r «- lTl l / i / l .y / l + l l v l l / / i r e �. / .". l y / /. l I t l 1.1 l / ,`.,. .y _ UJI / supports carry existing deck as,wel(as f y cc i0° - new he new porch above J a o. ,£xisting stairs/ W landings to be 0 oat ermined with. Q a N _ o. 5;4 - g• grade details• Z Z Z o iH:2F a ss t Z Q � Q }. t Z Z o c ", rn hardscape/tie landing firs yew Fw 2 N = EXISTING DECKTO REMAIN 1F P0551BLE ,t Sil?�lCTtirr.lL t •r 4 10 2019 ` 10"conc.• existing peers w/bxb pt posts @ 8 l to 8' 10"o/c 44' SCALE: 64r P T SHEET: Pg=9 v! o' I� E^� aid 1 AGb or SCb post . aim Caps all posts 2x6 in 6X6 CO + - exteriorwall - pt 6x6 ST Ulocbm ' e LSTA straps lO_ 2X12 Joists@�6".o.c. b 2 x 12 Joists @ 16'a.c. 2 X 12-Joists @ 16'o.c. all posts across ends -beam• "" _ Y joist - � 4o upper post _ 2X6 TREATED,PLA3E - (4)pt 2 x 12. (4)pt.2 x 12' seal z z 1z joists @ is"oJc ..'AGb or BGb post.. O - U , r . .. �caps alf posts � � Q: k 5/6'i ibrANcmoR - BOLTS w/lfr x 3"saea `. plates.spare malls am 36" - pt 6x6 61 Y .. • , o/c(confim)ploy Corner See ° { bolls w/n 12"®fall foundation' " 1'�" •+ O �I N " outside and inside congers. ABU 66 w/5/8" pt 6x6 exisfing deck O - continous#5topbar s ensuremua"of2buftsper detail ° -+. �^ ; '2 x 10 @�16" 0) each wall panel section 7 x 9"+'anchor, 4 - ABU 66 w/5/ " It • r t?o 8., ' O •E x,9"+anchor A' � ii ^•-�,_ bolt a (4)Pl 2 x 12 (U i I z 6"x 8'CONCRETE 1 v ry�� J FOUNDATION WALL "� " ` - C- U - ~ � O (D coruseie dust c - ° aP 49 • ', .. - - •, ° _. • ••x 24"conc.pier,' � UJ 6"x,16".KEYED CONCRETE 6x6 pt posts c * r embedded post R. FOOTING reinforced w/2 ea Vie^ :• • q #5 horizontal bars 3-from �. . a bottom. z ° W ' � W Foundation Detail ° f N t, " _ ' D 48"x 12"coot.Bona . • s .� � q J Q ` - tubes w/ 24". i f CG ZE big foot-: r base:6x6 pt posts - r' ♦— F- sUj embedded osbit. v'° d' ° r Q 0 O " 0. v r � O 1 4 ZZzZ. • .. `' tom"" A Z >< LU r porch and lower. deck -section t � P S 4 0 c EM J. WEE OLfll n ttt� STRUCTURAL No. 38952 ' 4 10 2019 SCALE: W..o. � 1/2" = 1' SHEET: Pg-10 "aldnaur bottle vd 1J4"X 3" steel pteli afternately Spam qPw and k Nmr bolts 4W oft plus corner bolts awl in 12"of a outside and iSide cnirnem.ensure min. - AC6 or BC6 post v � of2 tnotls peg,each wall panel caps all posts season_stagger,anchor bolts w4 embedded pt2x7s 42NUM, d3t �—Sheathingnt r 2x6 heated plate W pt 16" de �a l Ln w/sill seal aft hic wd studs, , cement --this • - 19.7+/-T.O.F. 0 Cont Flashing. - gra + 5 1/2 _ s de /- confirmZO de in ' eraembrane emJ W,air gap T 18.2 elevation, � t a match existingjoist n 2 X 10 P.T.Joists (3)2 x 10 (� W2§16'olcW/ v v @ is-O.C. �—Beam L N 4 1/2" 34m ply �� •� , ABU 66 w!5/8tt 0 � • ti. 2x�i PR plate oAtJ 501 anchor . 2 z 10 Oil ledger d X.9° C • ,�rnne Or hangers and t21.-• o Do. �—.bolt+ ncho �IS as aboard ledgerloks dQ 16`ore v C ` #4@12"We C �' 421 continuous 95 top bars 10"x 8' concrete. r W 6 z'6 pt posts to 48"z foundation wall 12"cone,sonotubes w/ Li El embedded post ft. - ® a- 12"x 36"concrete footing reinforced w/3 V. �1 V ea#5 horizontal bars'3t AF W:from bottom, RR t keyed ffootiaeg tti D O > O =(V) �ZZZ. ZZjZ Foundation Detail Nest and North Nails BACK DECK SECTION I :FOOTING ER!C J W } � } C � , �r'�`H of a • O �Rs DATE: . � *t�- CEt?=r=i'7!_M r 4/10/2019 1/2" — 1' 1/2" 1' STRUC i4slaL No. 38962 SHEET: Pg-11 _ z . FTr Ca10 " E " O 1 42"grab bar w/blocking 1. 0 . 3' '-0 1/4" 1'-6" fl csJ �. Ln r FV 'Elevation 12 M AB 521 CM. C m r om' Iiant I J p P r f3ATH/# 1 a / N MO J LU _ 0 > a Q a cn . -z cn D05 _ z z 0 ZZ - Z zQ2� ¢ big LU b i J G I 42"grab bar w/blocking - '• �. { -� o L�J7 1 t _ Working Plan View �is�zoi9 in 7T L N SCALE: SHEET: Pg-22 Elevation 13 . z W . C,7 v CO 42"grab bar wl blocking ,O 8 2'-l" L Ln Elevation 10 �* MB 521 6.MR Compliant _ w i s 006 4 13A H N m W U --- --- - - ` (n � H � 6 � ,, o a Q C. 42" q _ 10 1 /2 grab bar wl blocking I. U) ( L . 1 I I 1 SQ Z Z Z Z Q � ZQ F- =N = ry Working Plan View DATE: in 4/15/2019 1 SCALE: 1/2" = V SHEET: Elevation 11 Pg-23 A �2 WINDOW SCHEDULE QTY. MANUFACTURE DESCRIPTION +• - CALL ROUGH OPENING note - (n - „ OUT _ A 4 Andersen 2'8 1/8"x 4'7/8" double sap A� TW26310 pocketbetween unim '• - B 8 Andersen -.. TW2842 2'8 1/8"x 4'4 7/8 doubt,stud packet between units - ' 'AC - 4 Andersen A31 2'5/8 x 3 1/2 doubt,stud packet bet—en units _ •� cfJ L C .- �" - - 0 do bid twee,uni F - D8 Andersen TWb 310 `3'2 1/8 x 4'7/8" (s)tempera ac .+ _ ket be 'is ` -. E t. UJ .i ? Q Q! t Q DOOR SCHEDULE g NUMBER LABEL QTY FLOOR 51ZE 1NIDTH HEIGHT R/O DESCRIPTION THICKNE55 CODE MANUFACTURER GOMMENT5 a D01 2668 . 1 2 2668 L 1N 30 "° 80 " 32"X62 1/2" HINGED DOOR PO4 1 3/$" " - D03 2565 3 1 2566 L IN 32-" 80 " 34"X82 1/2" HINGED-DOOR PO4 1 3/S" N m 2668 1 2 2565 R IN 32 11 SO 11 34"X82 1/2" HINGED-DOOR PO4. 1 3/8" 004 � � Q D05 3066 1 1 306b L EX 361, 80 ° 35"X83"- EXT. HINGED-DOORP09 1` 3/4" (n H E W R DO6 3065 1 1 306b L EX 3611 0 80 u 35u X63u EXT. HINGED-DOOR P09 1 3/5„ (n 0 > o D0l 3068r 1 1 306b R'EX 36 " 80 " 36"X83" EXT. HINGED-GLA55 PANEL - 1 3/4" X U) 0 Ln DOS 4065 2- 2 4066 L/R IN 45 " 80 " 50"X62 '1/2" DOUBLE HINGED-DOOR PO4 13/61, z z > z D09 6061 .1 1 2 60611 L/R EX l2 " 53 " 74"X66" EXT. DOUBLE HINGED-GLA55 PANEL 1 3/4" W } } I = C-4 = D10 606b 1 1 6066 L/R EX '72 " 50 " 74"X83'` EXT. DOUBLE.HINGED-OLA55 PANEL 1 3/4" c u, D 11 2668 2 2 2668 R IN 3011 80 11 32"X62 1/2" H I N G E D-DOOR PO4 t DATE: -- 4/15/2019 Working Plan View ' _ SCALE: • SHEET:' Pg-24