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0185 RIDGEWOOD AVENUE (4)
cW608 Avt, 1 r Town of Barnstable Card So That rt�is U�sible From_the Street Apa proved,P, lans IVlust,be RetainBuilding * 36�34^a • $; zt„ `h'<UsPosT 6ARNSrA[L MASS. ,P�Wose�r,d,- ntiC'F�n`6aa.l'a„'el n;os°,.p,.�e cctcio+u np aHnacsy-;�'B�se'";ene qMuairdee,r sucul�� gs � i r y � Permit �,, -�..,�.,, s .<.,� ,.. v�..�. .. ....: :..�.�.,.:,._ ��,.:�.�„•.. s :�;.•.: ., , •::..•rb...,.�. .._�..,��, ,z , . .,�..:�..s.�,..., .. -s.,.,.�..., .ate e, Permit NO. B-18-2771 Applicant Name: DENNIS L MASON Approvals Date Issued: 10/16/2018 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 04/16/2019 Foundation: Location: 185 RIDGEWOOD AVENUE, HYANNIS Map/Lot: 328-226 Zoning District: SF Sheathing: :. .� Owner on Record MWV ASSOCIATES LLC Contractor Name:;' _DENNIS L MASON Framing: 1 Address: 22 CAMPION RD Contractor License CS-074821 - 2 YARMOUTH PORT, MA 02675 s t_., Est Protect Cost: $412,500.00 Chimney: Description: 4-'UNIT WOOD FRAME,ASPALT ROOF.APARTMEENT BUILDING Permit Fete: $3,903.75 (SHELL)UNITS: E,F,G, H Insulation: >ee Paid: $3,903.75 (WEST BUILDING) Date 10/16/2018 Final: y r Plumbing/Gas NOTE:AS BUILT REQUIRED ,, Rough Plumbing: Project Review Req:' ° Building Official r Final Plumbing: Rough Gas: Final Gas: Q , Electrical This permit shall be deemed abandoned and invalid unless the work authorized by this-permit,is commenced1within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction clocumentsfor which this permit has been granted. Service: All construction,alterations and changes of use of any building and structures^shall be`in compliance wi,,,the local zoning 6y-laws and codes. Rough: This permit shall be displayed in a location clearly visible from access street or'goad°and shall be ma`inta�ned open for"public inspection for the entire duration of the work until the completion of the same. Final: . The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire,Officials are provided on this permit. Low Voltage Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Health 4.Wiring&Plumbing Inspections to be completed priorto Frame Inspec . n ` 5.Prior to Covering Structural Members(Frame inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Fire Department Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mecham stallations. Work shall not proceed until the Inspector has approved the various stages of construction. AppncaionNumb=....S.... .................................43 i4 ; z�;�. Peru*Fee..........:............................ Fee........................ MABEL T3'�/%►j Tout Fee ........._ .................. ..... .. TOWN OF BARNSTAB Pin*Appwatuy.................................on........................ _ BUILDING PERMIT mw.......3M..............VtrccL..-.).. .................... APPLICATION Section 1—Owner's Information and Project Location i�lE+t�Id�1 Project Address �� � 1 e pr/W" Owners Name Owners Legal Address C.rt St. ®��1 3' �'Q- Owners Cell# E-mail Section 2—Use of Structure Use Gr otrp - �. ❑ Commercial Structure over 35,000 cubic feet Commercial Stricture under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3—Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entree structure) Q Finish Basement ❑ Family/Amnesty Q Fire Almn Rebuild F1, Deck Apattmem � �:, ❑ Sprin1d er System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool Q Insulation Other—Specify Section 4 Work Description ar T Act nnAded:2192018 ., Application Number..... ........................................... ` Section 5—Detail Cost of Proposed Construction 4]. Sgnare Footage of Project 3�Z Age of Strcctvre Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom . Water Supply Public ❑ Private Sewage Disposal Municipal '❑ On Site Historic District ❑ Hyannis H1Storlc District ❑ Old Kings I-Roway Debris Disposal Facility: t� `�t� I an a crane ❑ Yes No Section 7—Flood Zone Hood Zone Designation A. Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8 Zoning Information pre Zoning District Proposed Use Lot Area Sq.Ft. 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 0 No Last mdate&2/92019 1 e 5 i Application Number..... ..................................... Section 9—Construction Supervisor Name_ jXbjwy!j , , �Vtr4 Telephone Number �� •.�� ? ®�� Address jt(,a" -City ej State Zip License Numb L* o b l License Type 0� iration Date Z Contractors Email` oys I understand my resp "es the rules and regulations for Licensed Construction Supervisor in ac Vdauce with 780 CMR the Massachusetts understand the cmitrnctim inspection groc0hrm sP�iaspectiom and do 0 eve own ofBamstable.Attach a copy of yourUcense. Signature Date S 'on 10—Home Improvement Contractor Name Telephone Number Address City State Tp Registration Number .Expiration Date I understand my responsft iIrties under the rules and regulations for Home Improvemcmt Contractors in accordance with 780 CMR the Mmsachmetts State Building Code. I understand the crostrrud inspection procedures,specific inspections and documentation required by 780 CMR and the Town ofBamsfable.Attach a copy of your H.LC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my respo mIffities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massactmsetts State Bmldiag Code: I understand the constraction inspection procedures,specific inspections and docon required by 780 CMR and the Town of Barnstable. Signature Date SIGNATURE Signature Date 2 1 Print Name - 4 na Telephone Number 4. 11 - �6t(4= Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if requ hvd) ❑ Historic District ❑ Site Plan Review(if reqdred).❑ t& Fire Department Conservation For convnerciol work pZme take your plwrs to*fire depwfteW for W7maL Section 13—Owner's Authorization as Owner of the-subject property hereby authorize to act on my beh4 in all matters relative to work authorized by this building permit application for: (Address of job) ' Signature of Owner date Print Name Last mxb tom:2192018 { Bond No...o2assHz7oa2 STREET OPENING BOND KNOW ALL MEN BY THESE PRESENTS,that we, Seashore Homes Inc. , as Principal,and the Hartford Fire Insurance Company ,with its home In Connecticut With Offices at One. Hartford.plaza, Hartford, CT 06155 ..as Surety are held. and firmly bound unto_mown of Barnstable, Buzldiiz Department in the sum of Five Hundred Four ($504 } for the payment of which, well and truly to be made, we bind ourselves, our 'heirs;. executors, administrators;successors,and assigns,jointly,and=severally,firmly by these.presents. SIGNED AND SEALED this 11th .day of oetober 2018 WHEREAS, the above bounden Principal has received and will apply from time to time for permits for the purpose of constructing drive entrances, street intersections, curbs, sidewalks, drainage and excavating for miscellaneous structures, etc., on or within the right of way of highway under the jurisdiction of the Town of Barnstable; Building Department NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above. bounden Principal shall indemnify and save harmless the said Town of Barnstable, Building Department from all liability, damages, and expenses of every kind and nature, resulting directly or indirectly to.persons'or property and arising from and in consequence of any license or permit,and shall well,truly,and faithfully perform the duties and privileges pertaining,to any license or permit and shall restore such construction to the original. condition,then this obligation to be void;otherwise to remain in full force and effect AND SHALL FURTHER indemnify;save harmless and pay the town of Barnstable, Building"Department any damage, joss charges,or expenses Which shall in any way by sustained or incurred by it in relation to or in connection with any and all such claims, actions, suits, or proceedings at law or in,equity: THIS BOND TAKES EFFECT:the 11th day of a'etober , 20i$ and expires on . the lith day of october , 2019 Seashcwe Homes Inc. Principal X-LI Hartford Fire Insurance Company Surety ial- oAoz� Carrie A. Hebert, Attorney-in-Pact Dkeet inqu(rleslCfaims to, THE HARTFORD WTV ER OF ATTORNEY One Hartford Pima Hartford Connecticut 06US, @ond.C#aisnstFi�fhtt{, f d� call$86-26"fill wax:68a 757�5835 KNOW ALL PERSONS 13Y THESE PRESENTS THAT. Agency Name:BANG inamtANcu At3mcy it;c Agency Codo:,;02 024704 Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut' Hartford Casualty Insurance.Company,a corporation duly organized under:the laws orthe State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws ofthe State of Connecticut Hartford Underwriters.Insurance Company,a corporation duly organized under the laws of the State of Connecticut 0 Twin City Fire.Insurance Company,a corporation duly organized under the laws of the State of Indiana Halyd0td InStirdnCe.Contpatty of Iillnois,a corporation duly organized under the laws of tha State of Illinois Hartford insurance Company of the Midwest,a corporation duly organized'under the laws of the State of Indiana Hartford insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford,Connecticut(hereinafter collectivelj+referred to as the"Companies' do hereby make,constitute and appoint Carrie A. Hebert Its true and lawful Attomey-in-Fact, to sign its name as surety(les)only as delineated above by , and to execute seal and acknowledge the following bond,undertaking,contract or written Instrument: Bond No. 02BSBHx7082 Naming seashore Homes Inc, as Principal, and Town of Barnstable; Building Department as Obligee, In the amount of See Bond Form(s)on behalf of Company in its:business of guaranteeing the fidelity of persons,;guaranteeing:the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof.and as authorized by a Resolution of the Board of Directors of the Companies on May 6,20-15 the Companies have caused these presents.to be signed by its Senior Mcel President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further,pursuant to 1 tesolutiott:of the.Board of Directors of the Companies;the Companies hereby unambiguously affirm that they are and will be bound by any mechanically:applied signatures applied to this Power of Attorney. �iei a y�strswr�o. a i�.�to Crfft87 ° fS7� t;�.� '/''7 John Gray,Assistant Secretary M.Ross Fisher.Senior Vice President STATE OFCONNEC:TICUT ss. Hartford COUNTY OF HARTFORll On this 5th day of January,2018,before mapersonaliy came M;Ross.Fisher,.to meknown,who being by me duly sworn,did depose and. say: that he resides in the County of Hartford, State.of Connecticut that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said Instrument are such corporate seals;that'they were so affixed by authority of the Boards:of Directors of said corporations and that he signed his name thereto by like authority. . Ka1 lcen i s Wyoud Nam Public CBiTIIICATB 1�1y Conmiiuioa EXpues July 31,2021 t,this undersigned,Assistant vice President,af the Cbmpanles;'DO HEREBY CERTIFY that the above and foregoing it,a true and correct copy of the Power of Attorney executed by said Companies,which is still In full force effective as of october yl, 2oz8 Signed and sealed at the City of Hartford. ' � rr wet s �"tia �r, �•, . g�'✓ -` p y, r.,,__^.�wwa�r,,, Kevin Hssis Vita President REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 17% Climate Zone: 5 (6137 HDO) Permit Date: Permit Number.. Construction Site: Owner/Agent: Designer/Contractor: 185 RIDGE WOOD AVE SEASHORE HOMES LLC HYANNIS, MA 02601 P.O.BOX 462 DENNIS,MA 02638 774-487-8086 DENNIS@SEASHOREHOMESCAPECO D.COM Compliance: 5.3%Better Than Code Maximum UA: 94 Your UA: 89 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 Ceiling 1: Flat Ceiling or Scissor Truss 400 49.0 0.0 0.026 10 Wall 1:Wood Frame, 16"o.c. 525 21.0 0.0 0.057 21 Window 1: Metal Frame:Double Pane with tow-E 90 0.300 27 Door 1:Solid 60 0.360 18 Floor 1:All-Wood joistrrruss:Over Unconditioned Space 400 30.0 0.0 0.033 13 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 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 08/24/18 Data filename: C:\Users\KARSON\Desktop\REcovered Documents\Documents\Copy(2)of Copy of Page 1 of 9 REScheck\DENNIS MASON, 185 RIDGEWOOD AVE.rck REScheck Software .Version 4:6.4 Inspection Checklist'' Energy Code: 2015 IECC, Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided'by the user in the RESchecklRequirements 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, &reference to that table is provided. Section ; Plans verified, Field Verified # Pre-lnspecteonJPlan Review complies . Comments/Assumptions' \ &,Req.,ID value value 203.1, Construction drawings and (]Complies 103.2 .!documentation demonstrate E oes Not [PR111 energy code compliance for the , Not Observable building envelope.Thermal'' x envelope represented on M sa ONot Applicable ` • ;construction documents. N 103.1, ;Construction drawings and ,Complies 103:2, documentation demonstrate Does Not. 403.7 ;energy code compliance for, [PR3j1 ;lighting and mechanical systems , _ �NOt Observable 'Systems serving multiple �• � � []Not Applicable .. ;dwelling units must demonstrate ;compliance with the 1ECC t j Commercial Provisions. £4 -' 3g21 ;Heating and cooling equipment is Heating: ; Heating: I�Complies 403 7 =sized per ACCA Manual S based Btu/hr Stu/hr iODoes Not F (AR2jz on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ' 3 ;Manual J or other methods*. ; Btu/hr Btu/hr approved by the code official. ;ONOt Applicable Additional Comments/Assumptions: e ' l 1 High Impact(Tier 1) 72lMedidm impact(Tier 2) 3,'„Low impact(Tier 3) Re ort date:_ 68/22/18 Project'Title:, p Data filename: Untitled.rck Page 2 of 9 Section Plans Verified Field Ver�f�ed # Framing/Rough-In Inspection Complies Comments/Assumptions & Req.ID Value Value 402.1.1, Door U factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not 'table for values. [FRl]1 ❑Not Observable ❑Not Applicable 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, 402.3.6, 1❑Not Observable 402.5 j❑Not Applicable j [FR2I1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 :.are determined in accordance ❑Does Not with the NFRC.test procedure or 3: :'taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier -� " ❑Complies [FR23]1 ;installed per manufacturer's a ;❑ instructions. Fy n Doe S Not s ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built '� w ;j❑Complies [FR20]1 !is listed and labeled as meeting s " 3 ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A4 to or has infiltration rates per NFRC i n y ❑Not'Obsenrable 400 that do not exceed code r $ +:•'❑Not Applicable limits. hp k a. 402 4 5 IC-rated recessed lighting fixtures *`` ; ❑Complies [FR16]2 sealed at housing/interior finish l ' k -K,❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. �� z 3 a`.;❑Not Observable M ❑Not Applicable 403.2.1 :Supply and return ducts in attics Jk� z ` ❑Complies [FR12]1 insulated >= R-8 where duct is k,-' 1 ` y `:❑ >= 3 inches in diameter and >_ Does Not R-6 where<3 inches.Supply and, - ; ; ' y❑Not Observable 'return ducts in other portions of ` ' .r ❑Not Applicable } ;the building insulated >=R-6 for r') ;diameter>= 3 inches and R-4.2 x i , M :for< 3 inches in diameter. 403.3.3.5:'Building cavities are not used as 1.x ❑Complies [FR15]3 iducts or plenums. r n El Does Not -. - l�}-.) ❑Not Observable ' z ❑Not Applicable t. 403 4 ';HVAC piping conveying fluids ; R- R- ;❑Complies [Fft17]z 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 ,4 = tip' ,❑Complies [FR24]1 ;piping. ` ', ❑Does Not ' G -- k r h ;• t� A i ) i N ,4,xs „+-ffq "c apt ' `i❑Not Observable r 'M i ❑Not Applicable .t, 463 5 3 Hot water pipes are insulated to R-µ^ R :❑Complies [FRIEIV >11-3. ❑Does Not fJs j❑Not Observable !DNot Applicable 403 6 ;Automatic or gravity dampers are, { ❑Complies [FR19]2 installed on all outdoor air x < []Does Not intakes and exhausts. } []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2'`1 Medium Impact(Tier 2) - Low Impact(Ter 3) Project Title: Report date: 08/22/18 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 1 Nigh Impact(Tier 1) :2;+Medium Impact(Tier 2) 3 1 Low Impact(Tier 3). Project Title: Report date: 08/22/18 Data filename: Untitled.rck Page 5 of 9 Section:: Plans Verified F�eld'Ver�fied " # Insulation Irtspect�on CAomphes, Comments/Assumptions &Req.ID Value Value 303 1 'All installed insulation is labeled ❑Complies [INI3]z or the installed R-values f t k § 3❑Does Not provided. l ❑Not Observable 3 ❑Not Applicable 402.1.1, Floor insulation R-value. R-+ ;Y R- ❑Complies ;See the Envelope assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN111 ❑ Steel ❑ Steel ;E]Not Observable :eJ . ,❑Not Applicable : 303.2, Floor insulation installed per - r r 1❑Complies 402.2.7 'manufacturer's instructions and a ❑Does Not [IN2]1 -in substantial contact with the 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 r r extends from the bottom to the 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 Y2 of the Wood Wood ❑Does Not ;table for values. ❑ 402.2.6 ;wall insulation on the wall Mass j❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable 303.2 :Wall insulation is installed per 3 ❑Complies [IN4]1 ;manufacturer's instructions. s ❑Does Not : ❑Not Observable ' ❑Not A licable j pp Additional Comments/Assumptions:' , F • 1 High Impact(Tier 1) 1.2'1 Medium Impact(Tier 2) 13', Low Impact(Tier3) Project Title: Report date: 08/22/.18 Data filename: Untitled.rck Page 6 of. 9 , I Section Plans Verified - Field::Ver�fied #_ Final Inspectron Prov►s�ons Complies? Comments/Assumptions &.Req:ID Velue value _.. 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, j 402.2.6 j❑ Steel ❑ Steel ❑Not Observable [Fills ❑Not Applicable j 303.1.1.1, !Ceiling insulation installed per ""❑Complies 303.2 manufacturer's instructions. ❑Does Not" [FI2]1 )Blown insulation marked every 300 ftz. r ❑Not Observable c xfi ❑Not Applicable 402 22 ;Vented attics with air permeable ❑Complies [FI22] ;insulation include baffle adjacent r a❑Does Not `to soffit and eave vents that `' '❑Not Observable xt eends over insulation. � 3 ' ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 ;insulation >_R-value of the i❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies [FI17]1 lath in Climate Zones 1-2, and ❑Does Not j< 3 ach in Climate Zones 3-8. }❑Not Observable I EINot Applicable 403.2.3 ',Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 Icfm/100 ft2 across the system or ftz ftz ❑Does Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in 1❑Not Observable !tests, verification may need to ❑Not Applicable., j ;occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/lo0 cfm/100 ❑Complies [F127]1 (determine air leakage with ftz ftz ;❑Does Not ,either: Rough-in test:Total ;leakage measured with a j ❑Not Observable ;.pressure differential of 0.1 inch UNot Applicable j w.g. across the system.including. ;the manufacturer's air handler enclosure if installed at time of ; hest: Postconstruction test:Total j I leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air j I handler enclosure. " 403.3.2.1 ;Air handler leakage designated " t` j❑Complies [FI24]1 "by manufacturer at<=2%of . � r ;Does Not ;design airflow. 4 + s ;❑Not Observable ❑Not Applicable 403 1 1 Programmable thermostats ;❑Complies [F19]z ;installed for control of primary. h ❑Do es Not heating and cooling systems and initially set by manufacturer to " °F ❑Not Observable t (code specifications. x t"4 ' I❑Not,Applicable 403'1 2 ;Heat pump thermostat installed { ❑Complies [FI10]z on heat pumps. 3 (3 ❑Does Not z ;❑Not Observable ; ` x ' ❑Not Applicable 403{5 1 Circulating service hot water ❑Com ties [FIZ1]z 'systems have automatic or 3# �t ' ? h )❑Does Not ;accessible manual controls. ❑Not Observable ct ❑Not Applicable 1 High Impact(Tier 1) ;2'.Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 08/22/18 Data filename: Untitled.rck ) Page 7 of 9 Section Plans Verified ' Field Verified # Final Inspection Provisions Complies Comments/Assumptions &:Req:ID Value Value 4L13 5 1 ;All mechanical ventilation system ❑Complies jF125]z .fans not part of tested and listed ,f v.} []Does Not HVAC equipment meet efficacy L ` :and airflow limits. f;_' y t []Not Observable r - ❑Not Applicable 4t)3 2 Hot water boilers supplying heat 3 r ❑Complies 79temper-ature. through one-or two-pipe heating ❑Does Not systems.have outdoor setbackcontrol to lower boiler water _,❑Not Observabletemperature based on outdoor > r ;❑Not Applicable 4p3 5 1 1 Heated water circulation systems ❑Complies [FI28Fz' :have a circulation pump.The ❑Does Not ;system return pipe is a dedicated w ;return pipe or a cold water supply' `` ❑Not Observable pipe.Gravity and thermos { ° " ❑Not Applicable syphon circulation systems are Controls for not present. Co t X r ;circulating hot water system- pumps start the pump with signal :for hot water demand within the ' ; occupancy.Controls automatically turn off the pump jwhen water is in circulation loopW p * - is at set-point temperature and r nna no demand for hot water exists - : 4b3 5 1 2 'Electric heat trace systems ❑Complies [FI29Fz t '-comply with IEEE 515.1 or UL t ti k ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the `!❑Not Applicable r w n' desired water temperature in the 9 ` piping. 403 5 2 'Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ( ❑Does Not pump water from a heated water a supply pipe back to the heated "' ❑Not Observable 7 r* ❑Not Applicable .water source through a cold PP water supply pipe have a K > .; =ldemand recirculation water ;system. Pumps have controls ithat manage operation of the t pump and limit the temperature =of the water entering the cold " ' < ,water piping to 1049F.. 403 5 4 Drain water heat recovery units _ ". ❑Complies [F13I]z ,tested in accordance with CSA []Does Not " B55.1.Potable water-side Y pressure loss of drain water heat "; `ti ;, ❑Not Observable recovery units< 3 psi for ❑Not Applicable ;individual units connected to one 'or two showers. Potable water- Iside pressure loss of drain water 3 heat recovery units<2 psi for individual units connected to wj , ithree 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 Does not apply to low-voltage x!❑Not Observable "}_ ❑Not.Applicable I lighting. '. ,�. ; �_t � 3 ,z ' 404:L1 ;Fuel gas lighting systems have , x❑Complies [F123F3 no continuous pilot light. ;s ' =7 ❑Does Not ` ❑Not Observable z i❑Not Applicable 1 High Impact(Tier 1) 2`Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 08/22/18 Data filename: Untitled.rck. Page 8 of 9 Section Plans Verified F�eld.Ver�fled #.. Final Inspection Provisions Comphes� Comments/Assumptions &;RegID Value Value 4013 Compliance certificate posted. �� ❑Complies a I17]z '"° '❑ � � � Does Not ❑Not Observable []Not Applicable. 303 3 Manufacturer manuals for s ❑Complies [17118}3 'mechanical and water heating i ?❑Does Not systems have been provided. i r 4 4 ❑Not Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1.:2-,I.l Medium Impact(Tier 2), .3 Low Impact.(Tier 3) Project Title: Report date: 0822/18 Data filename: Untitled.rck Page 9 of 9 2015 IEcc Energy Efficiency Certificate Above-Grade Wall 21.00 S Below-Grade Wall 0.00 Floor '30.00 Ceiling/Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.30 . - - s 25 Heating System: Cooling System: Water Heater: �'' �, ..k i. � R."='d--:� + 1•? 4. ��• � �'J9-•P .s Ply.; ,iA ' Name: Date: Comments f .. i Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-074821 Construction.Supervisor DENNIS L MASON ` PO BOX462 DENNIS MA 02638 � Expiration: Commissioner 03/28/2019 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35.000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts state Buitding Code is cause for revocation of this license- OPS Licensing information visit:WWW.MASS.GOVlDPS The Commonweaft ofMassachuseti`s Department of Indarstrial Accidence Ofce of Investigai 400 Waskhr_gton Street . : ,: Boston;AM 01111 wwwwwss gov/di a Workers' Compensation Insurance Affidavit! Builders/Contractors/Electrieians%Plumbers Applicant Wformati6n Please Print i e "tt Name(Business/Qrganizatiouilndividuaw, b: Address: t?• ( �1N City/State/Zip:'. q..07,c��. Phone `8I . Are you as:employer?Check the appropriate lmg, 1. I am a employer with 4. I am a:general confraetorand I' Type of project(required): employees(full and/orpart-time).* have hired the sub-contractors 6 New construction 2: I:.am a sole proprietor or partner- listed on the attached:sheet. 7. Remodeling ship.and have no employees These sub-contractors have 8. Demolition. working for me m any capacity. employes and have workers' o workers'comp- 9. Building addition {N p_insurance: comp rnsraarrcz g required.] .. We are a corporation and.its 1 Q: Electrical repairs or additions 3. I am a homeowner doin ';all`vork. officers have exercised thei g I.L. Plumbing repairs or addittotis myself.(No workers'comp'. ;nght of exemption per MGL 12.. Roof insurance requ*e t c.f'52,§1(4);and we have n repairs- employees,[No workers' ' I3. Other comp mstuatice required) Any awlitint thatche&box lil must also fillout the section beta v'show their; t Homeowners who submit this affidavit uioi u►8 wodas compensation policy information � Y are doing all work apdVi en hire outside oo ors must submit anew affidavit indicating such. 3Contracbors that check this lion must attached an:addrtwr ai slte�showing thename of the sub-contract vaud slam whetheror not tirosc entmes have employees. If he sub corrtraetors have'empioyecs,they musi provide then woikevs'comp.-policynumber.. f am an etrtployer iktat u prov;iting workers'ca ., mpensatton.rncuranee for my emiplojees. Nei"is the. & and 6 site infornta olL po t' .. Insurance Company Name: Policy'.!#:or Self ins I:ie:_#. Expiration Date: Job Site Address: City/State!2ip: Attach a copy of the workers'eonipensaEioa.poiiey declaration-page(showing the Failure to secure cov a as p° `nwntier and expiration°date). Brag required 25A of MGL c. 152 can lead to the imposition of criminal penalries of a fine up fp$.1,500.00 andlor one-year tnttpilsotimettt,.as well as civil ties in the forin.of a'STOP WORK ORDER and a fine of to'$250:00 a da a arnsi the violator. I3e advised`that a copy of thi Y S this statement :be.forwarded to the 0%60 of investigations of the DIA for insuran". .coverage verification., I do hereby u er rlae ent7/t o P f petjuryr that the informa&n provided irbM rs time and come . 'fSi store_ lJate. Phone.# . ojo al Use:only.;Ao not:write&t&ts'area,to;be cnmpleted by city or towu;oljiciaL City or Townr PermittLicense# Issuuhg Authority(circle one): L l%ard of Health Z.Bnildmg Department 3:011y/Town Clerk 4.Electrical:.inspector. 5 Plumbing Inspector 6.Other Coninet Person: Phone#:. r tiff Town_of Barnstable KAM Planning Board $ 411iAlirV1ownofbarnstable.uslplanri rigboard MmBarry June 26,2018 vke stepnste i Ham, Eric Steinhiiber,President �H Barnstable Town'Council Clerk 367 Main:Street steven Costello Hyannis,MA 02661 M1embers Paul Cuft Paft Foran Regarding: Report of the Barnstable Planning Board to Town Count:it on proposed Freatasetva Regulatory.Agreement with Seashore Homes,inc. lefireySvtz Counrd iialson Timm Dear President Steinhilber, A1afltei Le esgue On April 23,2618,Seashore Homes,Inc,submitted an application to the Planning Board fora staff Regulatory Agreement pursuant to Chapter 168 of the.Code of the Town of Barnstable. The Dkedv Applicant seeks to construct two(2).residential structures with a total of eight($)units witha dotal floor area of 6,448 square feet at 185 Ridgewood Avenue,Hyannis,Massachusetts: All units will Princip2lRmners be two-bedroom One,of the.u.nits.will be'designated as an affordable unit for households with. �W income'at or below 80%of Area Median Income,and the.remaining seven will be:niarket rate. P+inopaiAssinant The Planning Bt?ard'befd a duly posted and noticed tibiic hearin on the op osal.;ori Ma 14 KamH�ard P g' .. Ai y 2018 which was.continued to June 11 arid June.25 20i8.: At the;conclusion o€=the hearing,the Planning,Board unanitnousiy voted=to recommend the Toi.1 n!Council execute a-regulatory agreement consistent:with.the agreement reviewed;bithe Board:. Respectfully Submitted,. Mary Ba rr/y,CiaiA. cc 8ig4eth Jenkins n ;Planning&Deveopment.An Quirk,Town.Clerk 200 Maim Street,Hyannis,.MA 026M 367 iMainStreet,Hyannis,MA 02601 i k. MVVV Associates,LLC 22 Campion Road i Yarmouthport MA 02675 t 't April 25,2018 Town of Barnstable ¢ Planning Board and Building Department 367 Main St. % Hyannis MA 02601 r i Re_ 185 Ridgewood Ave., Hyannis MA To Whom This May Concern: i' ! hereby Deborah eborah A. Mason and Dennis L.Masan of Seashore Homes,.Inc.to act as agents regarding the regyiato - the property located at 185 Ridgewood_a F ry greement:appligtion to build yenta!housing ott :. Avenue Ofwhich I am the owner. If required, !authorize Deborah A NMason and_Dennis L. Mason of Seashore Ham_es + lnc to agQly-for relief for abutting lot coverage if required due to any merger issues- -with ` abutting commercial ro p pert)r(Map 328/73) 195 Ridgewood Avenue of which!am 4he owner. Sincerely, MWV Associates, LLC COMMONWEALTH..OF MASSACHUSETTS Barnstable,ss U4- on this d ``��da"��p"o"f��A��p��nt,2018,before me,the undersigned notary public,perso *M VP�'u�Proved to me throe h satisfact ,nau appeared license,to be the g ory evidence of ide,Ration,whits was MA drivers Person whose name is signed on the preceding or attached document g to that he/she signed it volunta*for its ed pnrp e,and t( ?,and adtnomedged h>slhe�free a*and deed. Notary Public Commission Expires GENA t_ ROBERTS ¢ Notary Pubft commoNwNFAmw my co�.ssion expires F-euaa _ 2Q23 Lb Town- of Barnstable Building Department Services Brian Florence,CBO BARNSTABLE WE .a 'morusi�°� Building Commissioner MAS&" g 200 Main Street, Hyanns;MA 02601 � 1639.e;�' www.town.barnstable:ma:as ' Office:.508-862-4038 &A 18 Fax:508-790-6230 April 9, 20118 Seashore Homes, Inc. C/O Mr. Dennis L.Mason P. O. Box 462 Dennis,MA 02638 RE Site Plan-Review 020-18 `Seashore Homes - REGULATORY AGREEMENT 185 Ridgewood Avenue;Hyannis Map 328,.Parcel`226: Proposal Construction of two'multifamily residential buildings along with sitel improvements including a shared parking lot with 12 spaces.. Residential buildings willbe eomposedof• (2)4.-unit townhouse design with 8 units;total floor area of 6,44.8 s.f (excluding 'basement area).. Rental units will be offered.at.market rate. Dear Mr.-Mason: At the formal site plan review meeting held April 5,2018,the Site Plan Review Committee found the above proposal to be approvable.subject to the following conditions: • Approval is based upon and must be substantially constructed in accordance with.plans entitled "Site Plan of Ridgewood Residences at#1.85 Ridgewood Avenue,Hyannis"dated March 6;20IS last-revised April 4,.2018;an4,"Turn Radius Sketch Plan"darted April ::2018;Drainage Calculations,dated March 28,2019,and Stormwater&Operations and:Maintenance Plan=185 Ridgewood Avenue,Hyannis,MA"dated March 27,201.8 all prepared by Down Cape Engineering,'-Inc..for Seashore Home Inc Also, floor plans and elevations entitled"Seashore Homes, Inc.,185 Ridgewood Avenue;Hyannis,:MA",6 Sheets,-dated February28,20,18,revised April 3,2618 jo add:f%re service mechanical room locations,.prepared by Streibert Associates, Chatham, MA.- • The granting of Regulatory-.Agreement waivers will be required for the following: reduction of required parking spaces;reduction of'landscape buffers;reduction of dumpster setback;densi ty 2 principal structures/one-lot;lot size/coverage relief,if needed.;reduced green space perimeter; reduction in setback:from.lot line;reduction oflandscaped setback to residential property line. Contact' Elizabeth Jenkins,:Director,Planning&Development.Tel; 508-862-467.8; • Final revision/approval of sewer plan entitled"Sewer Plan of Spring Street,Hyannis;MA" depicting offsite sewer improvements associated.'with the above project dated March 21,2018,` prepared for Seashore Homes;Inc-by Down Cape Engineering,Inc.:is required,as well as execution of a formal agreement with DPW prior the granting of the Regulatory Agreement- Con.Wt .Amanda Ruggiero,.Assistant,Town Engineer:. Tel: 508-790 6400 -Ext 493:3.= A road Opening permit will be required from DPW. HC:ramps with grey pads on either..side:of q curb cut.. ...the driveway are required. Use-of the same materials"is re uied,for:a seaiiless restoration of the ° Both buildings are"required to be fire,safety,sprinkler protected Water line layouts will need to bel coordinated with the Water Dept,for 2 fire:sernce lines:as proposed A FPE.flow test will be required to confirm adequacy. . 0,detectors will also be required. Contact: Deputy Chief pear Melanson,Hyannis FD. Tel: 508-775-1300. Addressing will need to be coordinated with DPW and receive Hyannis FD Matt Sumner,DPW Te1: 508-790-6400 Ext. 4942. y approval, Contact: e Rental units must be registered with the lIealth Department.and:inspected annually. Contact: Kathryn Soto,Health Department Tel. 568-862-4072 Applicant must obtain all other applicable permits; licenses and approvals required.. Upon completion fetter ofall work,a registered.engineer or land surveyor shall submit a certified"as.built" catio site plan and a fetter of certifi ' made iz {n, upon "and belief in accordance with.professianal standards that:all Work has.been done In substantial compliance with the approved site,pIan(Zoning Section 240- .05 (G). This document sha11 be,submitted prior to the issuance of the final:certificate of. occupancy: Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence;Building Commissioner,'SPR Chairman Elizabeth Jenkins,Director of Planning&Development Deputy Chief Dean Melanson Hyannis FD Amanda Ruggiero,Assistant Town Engineer,,DPW Planning Board Health Department. Town of Barnstable : Building ]Department Driaa lr loreuce,ocao Buildrng.Commissioner ��5 A � ' 200;Mair Street Hyannis,MA 02601 _ �` . www:tow mbarustabte.Ma.us Office:508-862-4038 Fad: 508-790-6230 April 24,2018 Grail Hanley,Clerk Cape Cod Commission P. O. Box 226 Barnstable;MA 02630 RE: Jurisdictional Determination for t85 Ridgewood:Avenue,:Hyannis Dear Ms..Hanley: . I am writing pursuant to Cape Cod Commission Regulations,Chapter D,Development Agreement Regulations Governing the provisions for Development Agreement's, Barnstable County Ordinance 024,as amended through November,201-4 Seetion.6,and Chapter 1.68 of the Barnstable-Code: This letteris.to informyou thatthe Town has received a requestfor a.regulatory agreement for the property locatedat located at 185 Ridgewood Avenue,;Hyaniiis: Seashore Homes,:Inc. seeks to enter into a Regulatory Agreement with the Town of Barnstable to develop the property with.two(2)new:multi-family residential.townhouse buildings'conta ring a total of eight-(9)units with a combined.total floor area of 6,648 square feet of area(plus crawl.space)two bedroom one and a half bath units:with laundry hook up.Units will be market"rate: A copy of the Regulatory:Agreement Application is enclosed'for your,files. I have determined that the proposeddevelopmentis not a Development of Regional Impact and • need not be referred to the Cape Cod"Commission_for review at,this time for the following. masons: The proposed development is located:in the.Dourntown-.H}+anriis-Grourth Incent ve Zone.as approved b"y the Cape Cod Cot n.ussion Re-Designation Decision.dated April 19;2018. The proposed development.does not meet or exceed the.applicalile DRI.Revicw Thresholds established under Findings 28 through 3-1 and Exhibit B of said Dow Hyannis Growth incentgve Zone Re-Designation Decision,namely- The proposed development is not an addition or expansion to Cape Cod Hospital involving building construction-of greater than 10,000 sq,ft net new Gross Floor Area-or an outdoor Use,of gieater-than 40,,000 sq ft Total Project Area; 4 e As represented by the.applicant,..the proposed.development does,nct require.the preparation of an Environmental Inipact'ReporE under MEPA s The proposed development is not a Demolifton or.Substantial Alteration of a building,structure or site:listed on-the National Register of Historic Places or the State Register of Historic Places,outside a municipal historic.district or outside the Old: King's Highway Regional H.istoric-District; e The proposed:development is not.the construction or,expansion gf'any bridge,; ramp;road o.r vehicular way.that crosses or provides direct access to an:inland pond,barrier beach,coastal bank,dune,beach or tidal wetland or waterbody(as defined by MOL Ch-.I3-1.;Section 40)iia a aed to serve a0y.use ott er:than up to three,single-family dwellings; The proposed development does not-provide facilities.for transportation:to or from Barnstable County,including.but not limited:to ferry,bus rail,trucking terminals, transfer stations;air transportation and/or accessory;uses;parking or storage facilities,wifh auxiliary or accessory uses greater than.1.0 000 sq ft of building, GrossTloor Area or 40,000 sq ft ofTotal-Project Area for Outdoor Use; The proposed development is not.the. construction of a.Wireless Communication, Tower excecding,35 i in . ght:-from iUituml grade .ismot a:Concealed Antenna Monopole equal to or greater than 80 ft'in height from:natural grade or with.greater than 13Q0 sq ft of'Occupied:Area and'is not-the reconstruction of,'attachmerit to or replacement of any existing Wre.:less Communications:Toiver power iransn:ssior strueture'or.udltty pole fortie=purpose.of supporting.antenna(s)'for transm tfiag and/or receiving:ra po frequencycommunications that increases its:overall-`height.above existing grade bymorel an 20`:feet:; a The proposed development is:not site alteration or.site disturbance greater tlian'r«ro acres,including-but not.liiitited-to clear cutting.,grading.and clearing-land,.except.as conducted in conjunction.with,a building permit for a.,structure;a DRI'approval or,a municipal protect;an ® The proposed development has iiotbeen referred;by the:Town and accepted by the Cape Cod Commission for Development of Regional Impact review as a Discretionary Referral pursuant to.Section.1.2(e)-of the Cape Cod Commission,Act and Section 2(b)of the Commission s EnaliIin9 Regulations-GovernirigRevievv of Developments of'Regional linpac.t. Please contact me if you have any questions regarding this mattef: Sincerel , Brian Florence Building Commissioner I`°FZHE ty Town of Barnstable MxxsrwBi.e: Building Department-200 Main Street Hyannis, MA 02601 ATEDMPts Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B 18 2777Date: 4/30/2019t CO COlssue Parcel ID: 328-226 Zoning Classification: SF Location: 185 RIDGEWOOD AVENUE, HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: Yes Gen Contractor: DENNIS L MASON Permit Type: Commercial - Land Type of Construction: VB:Any building material permitted by code Design Occupant Load: 4 Comments: Structure will require a 5 year periodic inspections I. A. W.780 CMR 110.7 9th Edition Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of. Barnstable o� Building Department-200 Main Street s`��a Hyannis, MA 02601 n MPS Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-2771 CO Issue Date: 4/30/2019 Parcel ID: 328-226 Zoning Classification: SF Location: 185-RIDGEWOOD AVENUE, HYANNIS Proposed Use: R-2: Apartment houses, dormitories Name of Tenant: Sprinklers Provided: Yes Gen Contractor: DENNIS L MASON Permit Type: Commercial - Land Type of Construction: VB:Any building material permitted by code Design Occupant Load: 4 Comments: Structure will require a 5 year periodic inspections I. A. W. 780 CMR 110.7 9th Edition 2 � Building Official - Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition ` r Dennis-'Mason <dennis@seashorehomescapecod.com> Final Payments Due units A,B,C,D & E,I=AH./Cannon°s.Plurr Bing & Heating Co.,Inc., CP&H <cannonsplumbingandheating@yahoo.com> Th:u Apr I 1;1 2019at 1.24 PM To: "dennis@seashorehomescapecod.com"<dennis@seashorehomescapecod.corn>° a � i 1 Cannon's Plumbing&s Heating.-Co.,Inc. Po,Box 366 Marstons Mills; W. 02648 774-26M 138 774-521-3852 cannonsplumbingandheating@yahoo:copy Final Payments Cue/All Units' . April 11,2019 To: Seashore Homes Inc. Po Box 462 Dennis Ma. 02638 ATTN:'Dennis Mason -At this time requesting Final payments for 185 f idgewwod Aiie. Hyannisl2-4 Family Units A,B,C;D,E,F,.G,H. Passed final inspection 04/05/2019 for units A,BIC,D. -Passed final inspection 041111201,9 for units E,F,G,H. Per contract final paymenf Due Units D.:...::: .....:.:: ...... .:.:.....::.:.......$8 3DD:00 Per contract final payment Due Units E,_F,G,H .... . . ... ...... ....$8,30m:(10 Total balance Due......:........:. . ... .,,........ ...... ...... $16 60Q.(DO Due in faidl Balance is due in full, Please:remit to address,above: Any questions please call Bob 774 263-6138 Thank you for choosing Cannon's Plumbing&Heating of Marstons Mills. Cannon's Plumbing& Heating Co.,Inc. Po Box 366 Marstons Mills,Ma. 02648 7747521-3852 774-263-6138 cannon.plurnb t,-andli,c, ati�7g,(i)vahoo.co/n uote May 1,2018 updated 9l2.4f2018 To: SeaShore Homes,Inc Attn:Denims Mason Po Box 462 Dennis,Ma. 02638 774487-8686 Job Address: 185 Ridgewood Ave Hyannis, Ma..02601 t Job'Description: West building/.Multi. Unit.4 condo:units,residential. Plumbing&gas;piping only. Priced per.unit.,(individually) s Plumbing& Gras piping b04 Wo- Kitchen Single bowl sink connection. Dishwasher& ice maker connection. Laundry Oatey box connection with:water A drain:.; Ist Poor%Batch _ E 1-.12"center toilet:connection. k —.Single bowl wall mount connection. 2na floor full Bath 4 1- 12 center toilet., -1 Single bowl vanity connection. 1-5'tub shower.connection: Gas Piping 4 Not air furnace 80,000 BTU 1 Rinnai R-74 299 000 .BTU. (Builder will supply Rinnai,Plumber will supply venting) Each unit will be piped individually separate gas meters. E k ' Misc. Builder/Owner will be supplying all valves&finish materials. Plumber will supply piping, fitting materials&labor only. Plumber is not responsible for installation of roof flange. M Plumber is responsible.for all Plumbing&gas piping permits&'Inspec'tsons, ; SCH 40 PVC for all drains&venting. Septic drain for all 4 units will be piped through underground rough plumbing, Viega Pex for all domestic hot&'cold water. 1 each unit will be piped with'a' "water feed for a 1"back flow preveiter.(supplied by builder) ► Plumbing only for on Demand HWE(btbitder will be;supplying water heaters) Frost free silcock:off mechanical room... Plumber to supply executed rebate forms Quote Cost tor each-condo unit Plumbing& Gas,pt�... ::.:.:....:..:.......: .:.$7190.' Each unit at$7,189 87x 4 rektad units:..,. .....: ...... :.. ....: :..:........$28,760.00 If accepted payments would be ors,follows.. Start payment/Day of start.................. :........:...............:,. :::,: ,,:. ....::, Rough Inspection payment/Day or.rough Inspection-... .....:, .......$12,960:Oo Final,payment/Da of nal'nspec n. . ..... $8300.0U Accepted by. May 2,;2019 Cannon's Plumbing&Heating P O Box 366 Marstons Mills, MA 02648 RE: 185 Ridgewood Ave. I am responding to your request for final payment dated4/11/2019(seeattached)on our Contract dated 9/24/2018. First item is the underground:inaste lire that you,were to,install(per Contract.) Instead you made the decision without talking to rne;to core through the demising wallsand installing:. , the waste line mid height in the crawl space:This installation created obstructed access to service HW tanks: Pitch of the waste line-and angles which wily°create b.ockages.and'back up, in the line specifically in unitt.(See.attached pictures) I referred to these items in my 2/15/19.letter:-(See attached) The above listed items that.you decided to install.in the above listed means will,potentially cause long term service and maintenance expenses.One can only speculate as to the monetary,damages which we are not addressing in this letter. You removed framing and blocking around the tub/showers that had to be reinstalled(Owner spent 8 flours/$55.00 per hour for a_total of$440.00) You removed installed insulation in the demising walls and the floor system(See Capoiletti-$500.00) And never replaced and therefore another Contractor and I had to reinstall.(See Capolletti-$500.00) You Were to supply fittings,.for the water service per(Mik.)in Contract(See Winwater$32.94+$489.45) OWner'to supply Rinnai.tankless WH.°and plumber to,supply piping,fitting materials and,venting, Per the Contract under gas piping,.(Misc.).,,(Se6 Lowes$162.52—Snow&9ones.$905.90 You complained about installing the HW tanks to the rear of the buildings.per design. I had to go and purchase:plywood and''a shotgun with fasteners because you didn't have the tools and claimed that the'plywbpd"Was not part of the:installation(See Home Depot-$.300.00) When you installed the interior,unit HW tank vents;,you chopped fhe framing out and would not replace, what you had removed-I had:to have:another Contractor to reframe and replace the insulation and clean up.(See Capolletti-$500.00) You left the concrete cores"When you coredthru the demising walls for someone else to remove and; clean up{See Barber,D,rywall-$352.00) You were to seal ail penetrations—I`"had to;have another contractor complete.(Gallo tainting $200.00) You were to supply ice maker connection per contract under kitchen—(credit from Contract Price= $300.00 per unit=$2400) You installed isolation valves in the W/D rooms that couldn't be accessed without removing the W/D: To correct the plumber would have to remove the washer/d"ryer-cut and.remove the ceiling and replumb the isolation valve,rehang drywall and finish and paint,install new access panel replace washer/dryer in the room-clean up—(Labor and material-$1200.00)times 3 units=$3600.00) You were to provide executed rebate forms—you signed on the blank form and gave it to me without the registration numbers and you Aid not give me the forams that came with the units to turn in for the warranty on the units.I WILL HAVE TO HAVE SOMEONE GO DOWN INTO ALL THE CRAWL SPACES AND GET THE SERIAL NUMBERS OFF OF THE HW TANKS TO SUBMIT FOIL THE PRODUCT WARRANTY- MASS SAVE REBATE IS$700 per unit—total$5600 When you left the site you left the access panels out and the toe kick.on the dishwashers off,and i had, another Contractor reinstall.:(Carpenter-$110.00) You damaged the tub/shower"in unit C and i had to have it repaired.(see charge from Fiber Pro $220.00) You damaged the kitchen sink in unit G and installed it without saying anything to me. You would have to remove damaged sink, reinstall new sink—($100-sink-labor-$300) You never sealed around the kitchen sinks when you installed them. (You would have to:uninstall sinks Install sealant around perimeter and reinstall sinks—material-$20-labor-$1200 You would not return to the site to:complete.the-gas lines to the furnaces for winter conditions in a timely fashion,thus forcing me and the other subcontractors additional heating/fuei.expense(see charges from barber Drywall-$352.00-Bradford Hardwar&$108.32 Delay of the construction,schedule for six weeks- nterest expense on the.construction.loan ($1500.00) Unfortunately.,when somethimg starts:bad if`usually finishes bad. I am,rerninded of the day when I met you ons.ite with the.footings and foundations complete and blocked out for the underground waste line, (see attached photos)and you showed up and stated that you had no idea that the waste line was underground and that you d;idn't have the people and equipment to install.You asked if you.could install the waste line in the floor system? Dennis Mason i Water service-Winn.water-$489.45--$32.95 Refram:ing/reinstall insulation-Jays on Cappoletti-$500 00'; Rinnai tankless.HW vent kits=Lowes-$162.52 Rinnai tankless HW installation kits—Snow:&Jones-$905 90 Clean up Barber Drywall-$352.00 Temporary heat—barber Drywall`-$210:00 Temporary heat-.Bradford.Hardware-$10$:32 Caulking/sealing—Calle.Painting-$200.00 Tub/shower repair—Fiber Pro-$120.00 Plywood and shot gun and shots—HW tank-Home Depot-$300.00 I SCHEDULE OF RACK CHARGES TO THE CONTRACT REINSTALL FRAMING AND BLOCKING AROUND TUB/SHOWERS $440.00 REINSTALLING INULATION IN THE DEMISING WALLS AND THE FLOOR SYSTEM $500.00 FITTINGS FOR THE WATER SERVICE $522.39 FITTINGS AND VENTS FORRINNAI HW TANKS $1068,.42 PLYWOOD AND SHOT GUN $300.010 CLEANUP $352.00 CAULKING $200.00 DEDUCTION FROM CONTRACT-INSTALLING'ICE'MAKERS;CONNECTIONS $2400.00 REMOVE AND REPLACE ISOLATION VALVES(3 UNITS)' $3000.00' MASS SAVE FORM FOR REBATE $5600.00 REINSTALL TOE KICKS/ACCESS PANELS $110.00 ,DAMAGED FIBERGLASS TUB/SHOWER. $220.00 REMOVE/REPLACE KITCHEN SINK $40Q.00 SEAL AROUND 8 KITCHEN SINKS $1220,00, ADDITIONAL WINTER CONDITIONS/HEATING COSTS $460.32 DELAY IN.CONSTRUCTION''SCHEDULE(6 WEEKS) INTEREST EXPENSE '$1500.00 TOTAL BACK CHARGES $18,893.13 From,:Seashore Homes,Inc. Sent: Friday,February 15,2019 10:58 AM To:CP&H Cc: Deborah Mason Subject: 185 Ridgewood Ave l Bob Just to review items from our meeting yesterday in building one. Please see attached photo of the Building Permit(this is a Commercial project.) As stated yesterday, I am nothappy with the plumbing ofthe main waste lines, to the buildings,.which was originally designed to be installed under the slab; (see attached),and then you changed it to be installed in the"floor system,and then you made the decision to'install it midway between the crawl space slab and the first floor system which creates a barrier to hurdle to(service HW unit).I am concerned about the additional angles and returns in the waste line under the bathroom In unit C; hopefully we will not have any future issues.We also discussed the elevation and pitch< of the main waste line(see attached coy of 248 CMR)to which you clainhed that you would correct next Wednesday when you return to the site,to complete gas and water connections and test.In order to supply gas to the.►eating,units, Remove test water lines and replumb rough work Seal all your penetrations through the demising wall re plumb the water and.gas line in unit D in the kitchen to accommodate hvac supply line. You need to secure the main waterline in the sprinkler room,of building one and,install` the water line and back flowfor the irrigation system(parts given to you from contracfor.) s Clean up all debris/shipping fiom.your interior/exterior work and place in dumpster provided by the owner Replace or.reinstall any insulation that you removed from the floor systems of the units to accommod"ate your work. To date, we have paid you a;total of;$20,460 for building o:ne I will have a check for you today for the rough work in building two at 3:30 onsite this will be a'total'of$20,460 for building two I am looking forward to completing this project with you: Thanks Best Regards, Dennis Maso , lei :-actor of r.,~��tresriisar `ei-.,shore Hoiryes, inc.. 508,774,8086 isle. Builder/Owner will be supplying all valves&finish materials.'Ph mber will supply PiP�? fitting materials&labor only. 94 Plumber is not responsible for installation of roof flange. r Plumber is responsible for all Plumbing&gas piping:permits&Inspections. SCH 40 PVC for all drains&venting. Septic drain for a11t4`units will be piped through underground rough plumbing: Viega Pex for all;domestic hot'&cold water: l each unit will be piped with a water feed;for.a I back flow preventer.(supp ied by: builder) Plumbing only for on Demand HWH.(builder will be supplying water heaters) Frost free silcock off mechanical room:: , Plumber to-supply executed rebate forms Quote Cost for each condo unit RuMban Gas yjp g $70l'90 00 Each unit at$7189.$7x 4 rental . .$2$,760.00 a€n1tS, If accepted payment would be asfollows.. Startt paytnent/Day of start. : _47,500.00 Rough Inspection paymentll ay cir rough Inspection...:.. ,$12,96Q:40 Final payment/Dav of nal 'nspec n. .., ...................:. ,$8,3.00.00 Accepted by: �° B 248 CMR: BOARD OF-STATE;E xjk-MINL RS OF PLUMBERS AND GAS FITTERS 10.05: General Regulations (1) Conforming with 248 CMR 10.00.`Except as otherwise allowed by specific exception granted by the Board under 248 CMR 3.00: General Provisions Governing the Conduct of 4 Plumbing and Gas bitting Work.Performed in the Commomvealih, all plumbing which is. installed shalt conform to the followinggeneral requirements as outlined in 248 CMR 10.00. (2) Pitch of Horizontal Drainage Pipink: (a). Horizontal drainage piping shall be run in strt,ight,practital alignment andat aconsistent uniform pitch. (b) Horizontal drainage piping which is three inches,in'diameter.ot;smal ler shal I be,instailed with aminimum uniform pitch of/<inch per foot: (c) Horizontal drainage piping which is.larger than three inches in diameter shaW be installed with a minimum uniform pitch of 1/8 inch per foot: (d) Storm or sanitary.drains shall be installed at slope that,produces a computed velocity` of discharge of not less than two feet per second. (3) Changes in Direction of Drainage Piping. ) (a) Fittings to Be Used. 1. Changes in the direction of drainage piping shallbe made by the use of wyes,'long sweep quarter bends,fifth,sixth,eighth or sixteenth bends,or their equivalent. 2. Quarter bends,or their equivalent may be used in soil and waste lines when the change in the direction of the flow is from the horizontal to the'vertical. 3. Teen and crosses for vent fittings maybe used,for changes in the direction of vent' piping only.. 4. Short sweep fittings maybe used.in a branch waste1ine when the waste line serves .only one outlet and cleanouts.are provided in accordance with 248 CMR.10.08. (b) Back to luck Fixtures. Back to back.tixtures shall be,installed: I with fittings that are designed to prevent the discharge of each fixture to mix prior to a change in horizontal direction;or 2.. with fittings especially designed to eliminate throw over from the discharge'of one fixture to the discharge of the other:fixture withoutcom promising venting requireihent& (4) Fittings and Connections Prohibited. (a) Fittings Prohibited', L No fitting that incorporates a straight T branch shalt be,used as a drainage fitting. 2. No fitting or connection that has an enlargement chamheror that has a recess;with a ledge or shoulder;or that incorporates,a reduction in pipe area shall be used. 3. No running threads,bands or saddles shall be used in a drainage system. 4. No drainage pipe or vent piping shall be drilled,tapped,burned or welded. 5. A fitting commonly referred to as a"Sisson Joint"is prohibited. (b). ,Obstructionto Flow. 1. No fitting,connection,device,or method of installation that obstructs or retards the now of water, wastes, sewage, or air in drainage or venting,systems where the obstruction results in flow resistance that is greater than the normal frictional resistance to flow shall be used unless otherwise specifically indicated elsewhere in 248 CMR 10;00. 2. The enlargement of a.three-inch closet bend or stub,to four inches shall not be considered an obstruction under 248 CMR 10 05(4)(b)provided that the horizontal flow line or insert is continuous without forming a ledge: c Dead Ends. Death ends shall not.be used as an O y part of a deaf nage'system except where the use of a dead end is necessary to extend a cleanout so as to be accessible. 'Si(dy Heel or"dc-inlet Bends: A fieel or side=inlet quarter bend'shall not be used as a dry: vent when the inlet is placed in a horizontal position,or any similar arrangement of pipe and', fittings producing;"a similar effect, except when the entire .fitting is part of a dry vent arrangement, ( ;} Trenching Tunneling andliackfrllina, (a) Trenching and Bedding., I. Trenches sltall'lie of"sufficient width to permit proper installation of the pipe. a Project: Residences on Ridgewood 5/02/19 By: Dennis Mason Seashore Homes, `Inc. Observations Picture 1. Removed framing Picture 2. Removed insulation plumbed waste line mid level in crawl space . " Picture 3. Concrete core and debris never removed in crawl space Picture 4.Waste lines plumbed mid level'in crawl space Picture 5.Kitchen sink never sealed Picture 6. Debris left by plumber for others to remove and clean up Picture 7. Obstruction of the HW Tank Picture 8.Water service in the sprinkler room Picture 9.Toe kick—dishwasher never reinstalled Picture 10. Isolation valve_ not accessible without w/d removal01 s�f a i° .w 9 5 vYll Figure.l: Figure 2: Seashore Homes,Inc.P 0 Box 462,Dennis,MA 02638 dennis@seashorehomescapecod.com 774-487-8086 ar Project: Residences on Ridgewood 5/02/19 - - Seashore Homes, Inc. By: Dennis Mason z- f 4t# � dl . • s r orM k. I Cl - r R Figure3: Figure 4: �^r A 71 Will t ,,_yti. ,raw`♦ t - e Figure S: Figure 6: Seashore Homes,Inc.P 0 Box 462,Dennis,MA 02638 dennis@seamorehomescapecod.com 774-487-8086 Project: Residences on Ridgewood 5/02/19 By: Dennis Mason Seashore Homes, Inc. f P r Figure 7: Figure 8: .� Figure 9: Figure 10: Seashore Homes,Inc.P 0 Box 462,Dennis,MA 02638 dennis@seashorehomescagecod.com 774-487-8086 ias � ��� From:CP&H Sent:Tuesday, May 1,201810:39 AM To:dennis@seashorehomescapecod.com Subject:Quote/Cannon's Plumbing&Heating Co., Inc.. �eY a � 3 J• �x �•�` � t � �, r.g�,P �� a'k.,¢ '� Y°t °�day+Yi;��,'� f P �yK'.. - .2� i�t7, t2v� Cannon's Plumbing&Heating Co.,Inc. Po Box 366 Marstons Mills, Ma.02648' 774.521.3852 774-263-6138 .................. cannonsplumbingandheatinp@yahoo:com uote � May 1,2018 To:SeaShore.Homes Attn:Dennis Mason Po Box 462 Dennis, Ma..02638 774-487-8086 Job Address: 185 Ridgewood.Aye Hyannis,.Ma.02601 Job Description:West building/Multi. Unit 4-condo units, residential. Plumbing&gas.piping only. Priced per condo.(individually) Plumbing&Gas piping breakdown. Kitchen -Single bowl sink connection. Dishwasher&ice maker connection. Laundry Oatey box connection with water&drain. 1n floor Bath —1-12"center toilet connection. —Single bowl Lav Pedestal connection. 2na floor full Bath —1-12"center toilet. -1-Single bowl vanity connection. 1-5'tub shower connection. Gas Piping —1- Hot air furnace 80,000 BTU -1-Rinnai R-74 299,000 BTU. (Builder will supply Rinnai, Plumber will supply venting) Each unit will be piped individually separate gas meters. Misc. ^'Builder/Owner will be supplying all valves&finish materials. Plumber will supply piping,fitting materials&labor only. Plumber is not responsible for installation of roof flange. —Plumber is responsible for all Plumbing&gas piping permits&Inspections. —SCH 40'PVC for all drains&venting. -Septic drain for all 4 units will be piped through underground rough plumbing. Viega Pex for all domestic hot&cold water. —1 each unit will be piped with a 1"water feed for a 1"back flow preventer.(supplied by builder) -Plumbing only for on Demand HWH.(builder will be supplying water heaters) —Frost free silcock off mechanical room. Quote Cost for each condo unit Plumbing&Gas piping.................................$7,189.87 Each unit at$7,189.87 x 4 condo units...........................................................$28,759.48 If accepted payments would be as follows.. Start payment/Day of start............................................. ... .,. .. ......... $7,500.00... Rough payment/Day of rough installation.....................................................$10,00.00 Rough Inspection payment/Day or rough Inspection...................................$8,500.00 Final payment/Day of final inspection.......................:..........:.......I...................$2,759.48 Quote is good for 60 Days. Any questions please call Bob @ 774.263;6138 Thank you for choosing Cannon's Plumbing&Heating of Marstons Mills for your quote. Cannon's Plumbing& Heating CO.,Inc. Po.Box 366 Marston Mills, Ma. 02648` 774-521-3852 x 774-263-6138 s uii�rortsnitrirthirtt�c.ir7cl/teuiin�.ci i•altnu.eo1it note . May 1,201:8—updated 9/24/2018 Toc SeaShore Homes' Inc Attn:Dennis Mason . Po Box 462 ,.Dennis Ma.02638 774-487=8086 Job Address 185 Ridgewood Ave Hyannis, Ma% 02601 Job:IDescription: West building/Multi.Unit 4-condo-units,residential.-Plumbing&gas piping only. Priced per unit.(individually) Plumbing&`:Gas piping breakdown. { Kitchen Single bowl sink connection. Dishwasher&ice maker connection. Laundry Oatey box connection with water&drain. 1st floor'/2 Bath 1- 12"center toilet connection. Single bowl wall mount connection. 29d floor full Bath 1- 12"center toilet. 1- Single bowl vanity connection. 1-Y tub shower co nnection. Gas Piping 1-Hot air furnace 80,000 BTU 1-Rinnai R-74 299,000 BTU. (Builder will supply Rinnai, Plumber will supply venting) Each unit will be piped individually separate gas meters. Misc. Builder/Owner will be supplying all valves&finish materials. Plumber will supply piping, fitting materials &.labor only. Plumber is not responsible for installation ofroof flange. . Plumber is responsible for all Plumbing&gas piping permits&Inspections. SCH 40 PVC for all drains&venting'. Septic drain for all 4 units will be piped through underground rough plumbing. Viega Pex for all domestic hot&cold water. 1 each unit will be piped with a 1°'water feed for 1"back flow preventer.(supplied by builder) Plumbing only for on Demand HWH.(builder will be supplying water heaters) Frost free silcock off mechanical room. Plumber to supply executed rebate forms Quote Cost for each condo unit Plumbing& Gas nininz.:...........I..... . $7190 00 Each unit at$7,189.87x d rental - units............................................. ..............$28,760.00 .. f I acee ted a ments would be as P P Y follows.. . q Start payment/Day of ` start:...... ........ ........:...:.........: .................$7sob:00:. Rough Inspection payment/Day or rough Inspection......................$12,960.00 Final payment/Da of nal spec n. ... .. ......................... $8,300.00 Accepted by: From:CP&H Sent: Friday,April 5,2019 3:50 PM To:dennis@seashorehomescapecod.com Subject: Final Payment Due A,B,C,D units/Cannon's Plumbing&Heating Co.,lnc. ROW — 7 � k "➢.� 4? 2�; ,��ye ,� � nip `�i4�yr, a t t Y�-xr'�bl��Oar ME, '„ zy � � Cannon's Plumbing&Heating Co.,Inc: Po Box 366 Marstons Mills, Ma.02648 774-263-6138 ..................... 774-521-3852 cannonsplumbingandheating@yahoo.com Final Payment Due/A,B,C,D units April 5, 2019 To:Seashore Homes Inc. Po Box 462 .................. Dennis-Ma,02638; ATTN: Dennis Mason —At this time requesting Final payment for 185 Ridgewwod Ave, Hyannis/4 FamilyA,B,C,D.. Passed final inspection 0410512019 Per contract......................................................$8,300.00 Due in full. Balance is due in full, Please remit to address above. Any questions please call Bob 774.263.6138 Thank you for choosing Cannon's Plumbing&Heating 'of Marstons Mills. r From:CP&H Sent:Thursday,April 11,20191:24 PM To: dennis@seashorehomescapecod.com Subject: Final Payments Due'Units A,B,C,D& E,F,G,H/Cannon's Plumbing&Heating Co.,lnc. - In 21 NJAO � [ q P � a } •f' ��•. F1••.hf ��iL - �,�'4 '9�" i+t.S�'v"'�iny�•s � N d� � �a` '9 '��ri� `�1�i �'P a`t�.S�" 5 �� Cannon's Plumbing&Heating Co., Inc. Po Box 366 Marstons Mills, Ma.02648 774-263-6138 774-521-3852 ..................... a cannonsplumbingandheating@yahoo.com Final Payments Due/All Units April 11, 2019 To:Seashore Homes,lnc. Po Box 462 Dennis Ma.02638 - 7.................... ATTN:Dennis'Mason At this time requesting Final payments for 185 Ridgewwod Ave. Hyannis/2-4 Family Units A,B,C,D,E,F,G,H. Passed final inspection 0410512019 for units A,B,C,D. Passed final inspection 04/11/2019 for units E,F,G,H. Per contract final payment Due Units A,B,C,D.............................................. $8,300.00 Per contract final payment Due Units E,F,G,H......................................................$8,300.00 TotalBalance Due.................................................................................................$16,600.00 Due in full Balance is due in full, Please remit to address above. Any questions please call Bob774263.6138 Thank you for choosing Cannon's Plumbing&Heating of Marstons Mills. Ave- Form 4 Contractor's Material and Test e 'f cafe for .Abovegrou'nd Piping PROCEDURE 1 h(1tt rrnttpfrntcn ofwork.trsp e fiosa atuI to is "trtl3 jnaiM by t[v otttra�iar', r A d iwcsscd 17r'ast i�M1'riCr�:re.l)resenwtj'de.All dc°l`i~t'ts shall.i.'.K.Cf7rriC;t'.�.�dtdd:i1',�vtetn IJit 3n 4e€N ie,�hefbiv cobtrp t,)tt>r',pc sohncl iti iI)v l m e the jtth. 1 c�trt,r,G<ue 5ithil , milled t3iltsti7d ivnGcl,hc.tac>t.it rtptis ttftttttc,. {`Ctttc Stsafl �ps p red Jim IPtrtsc tnz�:tttf[tt>siYles, CAVI i s.and c:ontrac.toi. it,4 Wldcrstuud tite ucc s�ter,s rcpr� ent tttc e' t rt.tture.din no.wiv°pi e,ud tit any cdaina�t�;tinsf t:utrr actor for 9uult, malc rial.pttosr s>orknianship,or failure to compl with or locui oidinfinces. Property Name FOURPLEX Date: 4JS/i Property Address: 185:RIDGEWOOD AVE HYANNIS A BUILDINGS 1+2 .�. m..,._ _ _ .�............. Accepted tiy: HYANNIS FIRE C3E[>T _ . .... _ ......... Address 95 HIGH SCHOOL Rbj r YANNIS A Plans Tnsialitition conforms to accepted phnis yeti; 'j—;No [,'q,-iprrwni..used iS approved..ffno.:e\ploin deti i ttti6n _ Z Ye, _. _. ..; Has persr)it ivi ch tIgex)f[ne eyuup:nent tech itr,tsiaz_te its to location �� Yes [];s�0. d Pc<,iitsre>[ca3,sc .tnzf L.dic aunt:lr�uiineetaalrc +�f tni: n�a cyitpf7iuut? Instructions. }ive copies o flh rc lbllo in=,beco left tin the pnrnises? ry y ,�i }.�s �.""o 3 I-;5,°>tccn Coll tponcait ills(raiilit)ns Yts. El No t .Cart:.and Ir13tt1tilitcttlCi-71)StrllClaCitt.,, Z Y4rti N(7. 7 r; 3 of lye 25 ( Ycf,. _._._ Location of Supplies bui'ftl tt s n r system . .— ..., -- ntanu Make 1Tocieh Year of Orifice tcrnperaturr Qua"Ilt- (xrittre sue r.......r �_,..�-. VICTAULIC l UPRIGHT _ 2018 � 1 2" * �_ .. ..._. _, 32_—_..1 16 5 Sprinklers VICTAULIC 'ENDANT 2018: 1J2'' i 175* VTiwTAULIG.._ w. 3.PENDANT 2013_ q,.W 1/2'_� 52 165� VIC7AULI —,....:. 5IC}F4rVALL 12f}18 . d Pipe a An€ T'4pe c f pipN AS i MINFPA fittings V.pL of iltliM AST/NFPA' ' ep _ f f 11, 1 of# NFPA Water-Based Fire Protection Systems Forms Forth 4 NNxir uin time to operate- Alarm valve ' _._.. _ ._.._...._ _ .,......._ crtr '�larin device thrott li t sl CollIlttit or flow __.�`1d7d I 13inzates Seconds-. _. indicator ' FLOW SWITCH POTTER VFS-2 -^ 0 40 L _ .__......__...._ i ➢r} a al4t qo T7 Make _5crial No., ^Sliakc 1 N16del j Serial,No. _.... _.. Time to trip Trip Time water Alarm thrt>iil to test Water I - All. point nar i reached test 'I operated " Pipe ressure oressurr aressure` anilct` pro aet lti 0r ` t ca nectioni: 4 _ perating test tanaitr3 Seiarztts e Ps ir>aiaY xCr_ J 1 es 1 NO, I \l ith 11:1{ e } 1 i yEl W......,._,..,, .._.,.v Operation D'tic^tImatic� (�l.lcttric �ilk<daatslia. ___ Hpirmstrpc vi:cd []Ye L�No l') lediaa*5 Media supurvisr(I 17 Ves No I DOCS Valve operate lrorn the manual trip!relviote,car bv[li volltrill Is there<m accessihti:.w,61it}in c ch cirri.tit for-toting? Yes [3 o Deluge and preaction II'tlo7 :explain valves Make- Model Doc cacti circuit co)eratc sup cndsinn kiss alariaa' Yes No ix Lath.cirtuat o er ct aal c rCic ast:? Yes \<r P d ;1tx:iianta)ra tit:?r-ica qlgcruc relsie la:t ire • �tiiirnil z ........................................ _..;. ........... . Pressure Location and floor l2c itlYixt prc iiei F'loi reducing Val1lL•' ; _ ._....... Statue e prra s�urc; 4f7L'ivv uILI r a#�... = JJj _ _. 4 a test € fillet Outlel trrlet Outlet Flow \-9ake and alodel , fpisi) (Psi) tpii) (psi). i:'pla:i Setting j - ��__................w_ .... _.. _ Test lip ito att�., litdr�,t ati<icst� arall by made at not less tli in 206 per# bar)for hs+cirs i i 50 p's€ description l t s<l bar).ahovc,iattu pressurc,iixczss of fill psi i 1p 2 bar)ror 2 bouts.Differc rit al dr}-pipe Oappers }call be left open d ring,the test to prevena d inaaF e:All aboveground piping,_leakagoe shall bt stopped. y f'n Diu iti E: iablish 40 p. i(W.7 bar)air ear ~sure and nicttt;tiro droll.'w h#cti snail ucrt exceed t i i list (!),I burl ill 2-1 Hours,"list prrsrurc tanks at riormal asatzr level arid-air prl:sure and measttre air? l>res.L c drop which h sat all not al eed l'..:�wi(t7 t hard-its Ba l;tasir�, _ _ _ _ _ _ ....._. i Measured from lime ms 4 Lltn s ICA Vollnectiol -- - _ - 's.t�u �' i4 i,t.ciicl NFIIA la ianlq ricluires the tip-second iniriCitioiY ill;p3;i ili ; cti>iis 4 � ry NFPA Water-Based'l=`ire Protection Systems Fmrrrrs:. , 2 of 4 Form 4 .._____.....,._._.....................i...._....._--..__. _._......................... __...........:................................ ................:..:............:........._WW I AlLpipinn h%drosaaticAv tested AtJ-2, 0 bar)Pair"hloum I jIf€of state reason ........ _ ..............____ _.___......... .. Dn p ipino pnet;nlaticcall [] yes El No 3 Equipment opc Kil,cs Z, Yes No _.. __—_._.... ..................... ..._........_...... _.._,...___........,.,...... s Do you Ccridv as at)c Sprinkler contrdoor i icii additives andi corrosive Chcrnit`iats.tii)diatril siltciti("or a orivatlli.{of soli m.silicalc,brine or Yttiwr `i t'� t }No Co )"eke Cht ical,wcle'no!tt�Cd io 7vstir t2,�i lefli,of sto 1)4ni7 lest.s. pp 4 > .. _.._._._..._. _ .�.._.. lk_� ., Drain Residing,of ckiiofT gauge"located neat %%titer supply.test conrimion 65 l7Sd f Naar) lot: R,.i u it p(es.Surz kNith j'ialtC in 1,CS1 CtxanCClion open.wjdk Sf3 psi f har) Tests 1 ralcrtround a,aa'tr s used he;ail ift'raa'mimion to m"'Icin risers flushed bcI,(rC tC)[tri&linn ttaad tti sl rs kler piping l Verified rified by copy o the C'omr aeio =a Material and Tzst (crli5c:ala fear Under rtund Piping , ter Explain: t Hushed by in tafltr o(miderground sprinkler CDipiffi, Y:es NO f's f7at!\Cf£.i cf?'3°zt-3]fasteners are used ill t'i>7 Crs'.YL..1d„re:.prosentil i c s1t47 ple f testing,been sa is'ricfnrif,=completed? - l. If lwc explain __ °........ _. _.� Blank hkr r rattr:ti _v 'v�tiilx'r u. ' '� l.o,.atton;3 titn� >et9 ' testing gaskets _ ...:.........: l t... , s Do}o......................... es of as cfie=prink cr contractrir alat w6di at:pc ocedures used YCs 0 cwnplitA i%nil tau miniama€'n rcg ziremcnts,of.'AN VS 112.1 F1`�1 3,_Scctii)i't I i It a l lire,<rw7d 13rwf hN,C�afa?r,r`r crtiirn..i..<)rnael€e.r tppla:afia3t ,.lu.rliE"scritir„,rr tszuta'r'f its repaired b%,dic,Al U1 Do vote certify that the wel finia it>ae performed by welder;or Zeldin++„operltors Y :s NO giwfi,icd in accordance v0th the:minimum mquireaalems,of ,AWS B22J. A NIE � Welding :wctiorl Ix tritcllsrtr:m broader appiitahlC yualificatiiin sta lard as reyttircd tag Ills MIT' , fJr yott t,Wrtity tl€at the,4tlduigwas conducted in compliance with a 4 doetuoit�ntad citiatlity contest,praae.cdure to Case e thal(1)all disc,are rCtriia4tl•:, e o p t'}that t+ptitaiu;s in pipiti+i are Smootfc,that tie aW and oilier a%Cl lilla roidtle acre., renwv;d:(3).ihe internal diametars ol`pipiaig are not penetrated;(4)compfzt.eii ;',acids are tr r from crack;,incci€pli to f`usioll .urface porositA greater than IIsg in.diameter-tired.rail de pus t iAnthe lesser of 5%of the itall�.hicki"s-or''t, i€l.:euA r5)cc+mplened zr'sras artCre.trtiar9 butt,weld rCuafi�rt,eaa�a3�aii��:duCw nil exce,i tl ua � Cutouts i DO r r=nu a c tif\-that'a:tau hale-a oarrtrasl Kt tur.e to eaisure,,that all cutouts clises'i }'e ❑ NO ' vises). are rctrici l� I ......._ _ _. Hydraulic N arriepl,ait priwid.d :z ar':cs ;vita data. nameplate If nar,e pilairi _€ Re ma 21, rks Date Ictt in scr�ic wit h ith all etarm-ril valve,open tV m - „ „ 3 of NFPA.Water-Based Fire Protection Systems Forms Form 4 Miiw.ofspriiikltr contras r MASS FIRE PREVENTION NC _ �..._.. .. ........: ... Tests witnessed by The 6 ,� r .. 3 111orized ./ _i. t4n�.d Signatures 6 475 /19 i t crr spria31 1 ecclizrSd? l'':tle bPERATIONS MGR 41,5/19 Additional expla ations and-dotes: INSTALL NFPA-1.3D WET FIRE SPRINKLER.SYSTEM IN 2%IDENTICAL.BUILDINGS z { K b j' kyp' 3 i 1 x p P 1 3� of NFPA Water-Based Fire Protection Systems Forim 4 F w H ME �JIE 0 EN RGY AXE LL U. . Air Leakage ,Report 185 Ridgewood A Test Mode Hyannis Depressurization =.Z 04/10/2019 Test Pressure 50.0 Pascals Test Equipment 2015 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge 302 2.78 Conditioned Volume 6523 e This project meets the criteria for the following: 2009 International Energy Conservation Code .2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by9-ocanvos www,gocanyas.com ^CC:3LB69-8',(6"-4C'lC-BAS -FBE216AD557B I , y H OME . "k Y' RATERS LLC t G, EN . ......... PERFORMANCE TESTING BUILDING 4� Ada""��• ' Duct Leakage Report 185 Ridgewood A. Test Mode Hyannis Depressurization 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis f Total CFM@25 or Total Duct Leakage Percentage 29.00- 0.04 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test Basement 774 C 29 �R 0.04 E 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by�/rcanvas www.gocanvas.com CC3f3Eta9-8'i 67-4,C 1 C-BA8E-FBE216AD557B ; J HOME ENERGY R Aff. '' ERS LLC -7. ......... C, `k '', Ventilation Report Ventilation Tests Egg q Upstairs 58 24 Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home= 2) Determine number of Bedrooms.(„N +1) 1 3) Insert these number In the formula Below: Fan airflow(CF1M=0.01An.+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage , Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 4<1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135. M >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 21.)SAGAMORE.BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by9-oconvos mvw.00canvas.com 1CC38869-8167-4C1C-BABE-FBE216AD557B i RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT., MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 185 RIDGEWOOD DRIVE, BUILDING 2 TOWN: HYANNIS, MA CONTRACTOR'S NAME: DENNIS MASON -' r H CONTRACTOR'S ADDRESS: P.O. BOX 462, DENNIS, MA 02638 CONTRACTOR'S TELEPHONE NUMBER: 774-487-8086 THE FOLLOWING'INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: KNAUF w TYPE: ECO BATT THERMAL CONDUCTIVITY PER INCH:3.7 PER INCH AREA THICKNESS R-VALUE CEILING EXTERIOR WALLS- 3%" R-15 STAIRWELL. BASEMENT CEILING GARAGE CEILING WALK OUT WALL CRAWL 10" R-30 OVERHANG CATHEDRAL WALL CATHEDRALSLOPE PARTY WALL FOUNDATION WALL BLOCK/RUNN, SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 185 RIDGEWOOD DRIVE, BUILDING 2 TOWN: HYANNIS, MA CONTRACTOR'S NAME: DENNIS MASON CONTRACTOR'S ADDRESS: P.O. BOX 462, DENNIS, MA 02638 CONTRACTOR'S TELEPHONE NUMBER: 774-487-8086 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE:ADVANCED FIBER TECHNOLOGY TYPE: SUPREME CELL PACK THERMAL CONDUCTIVITY PER INCH: 3.5 PER INCH AREA THICKNESS R-VALUE CEILING 15" OPEN BLOW R-49 EXTERIOR WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING WALK OUT WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL SLOPE PARTY WALL _ FOUNDATION WALL BLOCK/RUNN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. Job cuss runs ype 1802271-185 Rktewood wm. hyarnis MA , i 183361R 501 GABLE =Job Refererroe( RNi11e Trussa to Cm tls,t New 0edrord,MA 02745,Neyshafi Toro 8210 s Jw 13 2018 NhTrert Irldushfes iru Fd Id 1313:58 58 2018�Page 1 1 t ID:TJeiOj3_AotMXUFMN4?dLmZUQ1-8S4b62Ht19UJ0aMKxMTZvROLTEXsuOZenxfJKsyyTcR 13.8 O 274-0 t ; 13•g.0, P p -i 4x4= D �/�f ` Scale=1.47.4 s > ' d 7 4 �1 6.00 F12 �� <• 6 10 i 5 4 �. 2 3 = �3 25Ta \�STttq �' 1 15 3x8 it 28 Y7 26 25 24 23 22 19 18 1 16 3x8 II 5x6= Plate Offsets(X Y)- [1:0 01 0 0 31 [1:0-0-3 05-01 [1.03'M -gel 15:040-1 LOADING(psi) 'SPACING- 2-0.0 CSI. EFL i U U TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 LL) a n(a 9 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C njar 99 BCLL 0.0 ' Rep Stress Incr YES WB 0 Horz 0. n(a BCDL 10.0 Code IRC20151TPI2014 MWeight 122lb FT=201/6 LUMBER < < RAC TOP CHORD 2x4 SPF No.2 OP CHO S ng directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 T CHORD i y applied or 6-0-0 cc bracing. OTHERS 2x4 SPF No.2 WEDGE Left 2x4 SPF No.2;Right 2x4 SPF No.2. O O O REACTIONS. All bearings 2&0.0. (lb)-Max.Horz 2B=138(LC 8) Max Uprrft Jill uplift 1001 r at joirrt(s)23,24, 2 ,20,.19, =131(LC 8), 17-12o(LC Max Grav All reactions at joint(s)23,24, 6,27,2 , 18, except 22=265(LC 18), 28=277 - (LC 20) FORCES. (lb)-Max Con Ten - 1 forces 250(lb)or less except when NOTES- 1)Unbalanced roof live ve been considered for this design. 2)Wind:ASCE 7-10;V (3-second gust)Vasd=111mph; DL=6:Opsf,h=30t Cat 11;Exp B;enclosed;MWFRS (envelope)gable end zon 'laver left and right exposed; v and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss to wind(normal to the face),see Standard industry Gable End Details as applicable,or consult qualified i per ANSUMI 1_ 4)All plates are 20 MT20 unless oftnMse indicated. 5)Gable studs spaced at 2.0-0 oc. 67 This truss has been designed for a 10.0 psf bottom chord U nonconcunent with any other live loads: 7)'This truss has been designed for a[he load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable.of withstanding 100 lb uplift at joint(s)23,24,25,26,28,.21,. 20,19,18,16 except(It--Ib)27=131,17=120. ZN OF Af 9)Non Standard bearing condition. Review required. s9� 10)This truss is designed in aeoordanoe with the 2015 International Residential Code:sections R502-11.1 and R802.10.2 and re(eren standard ANSUTPI r. oer TIMOTHY LOAD CASE(S)Standard, LaCHAPELLEi 0 c(vll Cn O.30 0 07/13/18 This truss is designed at the request and spe66cation of the customer as an individual building component,in a vertical plane,to be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during constn coon is the responsibility of the erector. Additional required permanent bracing of the overall Structure is the responsibdity of the building designer. niss rus s ype 1802277-185 Rid gewood clue.-HyannisMA183361R 502 Common 14JW 1 Job Reference o Reba ds Thm and Components,Now Seftn:L MA 02745•NWdWi Toro 8210 s Jun 13 2018 MTek Wustries,lnc. Fri Jul 1313:59.00 2018 wale 1 13—" 'ID.TJe10j3_AoM FMN4?dLmzt7Ql-4rCMXhlZyr*ICuWjlnV1?s5Shl29Mv?wEFBQPlyy7CP 6-10-3 6 43 i-- G 5-1 27-" Us= Scale=1.46.6 4 6.00 12 2x4\\ \\ 4 3 r 4x4 \\ 4x4 2 \ 64x4 4x4 �o 10 11 Bi 9 8 $X6`= 5x6= _ 3x4— = U4= 9-1-7 1 91-7 -1 :7. Plate Offsets X 1:0-1-15 0-2 4 :0-1-150� LOADING(pst) SPACING- 2-0.0 CSL EFL i U U fES' GRIP TC[L 30.0 Platte Grip DOL 1.15 TC 0.96 LL) 1 8v0 > MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C >731 8 BCLL 0.0 ' Rep Stress Incr YES' iRtB 0 Horz n/a BCDL 10.0 Code IRC2015frPI2014 Weight:108 lb FT=20% LUMBER- RA TOP CHORD 2x4 SPF No.2 OP CHO g directly applied. BOT CHORD 2x4 SPF No.2 T CHORD i y applied or 9-10-2 oC bracing. WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF 165OF 1.5E 3$14, F 1.5E 4 REACTIONS. (tbisize) 1=1352/0-3.8 (min.0-2- (min 2 O Max Horz 1=138(LC 8) Max Upliftl-198(LC U 7= (LC 9) FORCES. (lb)-Max.Comp JMarc T .- I 250(1b)or less TOP CHORD 1-2 2257/320;2 3= 1983P351,4-5=- 2 6-7=22561321 BOT CHORD 1-10=-34411 1- 300,9-11=101/1300,8-9=-1011 1900 WEBS 44-158f1 2,4-10=15WO6,3-10=-4831292 NOTES- 1)Unbalanced roof five been considered for this design. 2)Wind:ASCE 7-10;V - (3-second gust)Vasd=111Mph- CDL=6.0psf,,h=30fl;Cat 11;Exp B;enclosed;MWFRS (envelope)gable end left and right exposed.; v ' I and right exposed,Lumber DOL=1.60 plate grip DOL=1.60 3)This truss ss has been designed for a 10.0 psf bottom chord ' m with any other five toads. 4)'This truss has been designed for a live load of 20.Opsf in all areas where a rectangle 3-6-0 ta116y 2-0-0 wide will fit between the bottom dmrd and any other members,with L 1 Opst 5)One H25A Simpson Strong-Tie oonne tors recommert truss to bearingr walls due to UPLIFT at i and 7.This connection is for uplift only and does not consider lateral 6)This truss is designed in accordance with the 20t5 International Residential Code sections P502-11.1 and R802-10.2 and referenced standard ANSUTPI 1. LOAD CASE(S)Standard OF iltgs qc s TIMOTHY L. yG g LaCHAPELLE CIVIL r; o.30 O 07/13/18 This truss is designed at the request and specification of the customer as an individual budding component;in a vertical plane,to be incorporated into budd'mg design at the specification of the budding designer. Bracing requiremerrts shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of Me overall structure is the responsibility of the building designer. Job Muss rues ype Y -185 Ridgetwod clue.-Flyazm(s MA , 183381R 502A GABLE 2 ]JtR Ramble Tess artd Compon�ris PiewBedford.MA02745 Neyrgrar Toro 10 s Jun 13 2018 Welt lrm1mbies,Ire.Fri Jul 1313:5403 2018 1 _ ID:TJe1 Oj3 AoMVaJF yN4?dL tzf7Q1-VPd.1Wri6c7LE1kv3keVjBOFE1ZGoNwCM404yy fcM 13-" 27.40 3 138-0 44= She=1:47A 8 7 9 6.00 rl2 8 \10 5 71 L1'- � � � 2 ITS 3 13 44 3x8 fi 3x8 11 28 27 26 25 24 23 22 19 18 1 16 5x6= 2 Plate Offsets. 1:0-0 1 0 0 3 1:0-0-3 0 1:0-3.8 E 15:0-0-1 0 03 r15. 0�0 LOADINGs(pst) SPACING- 24)-0 CSI. EFL i U U TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 } a n/a M120 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C - la 99 BCLL 0.0 ' Rep Stress tncr YES WB 0 Hom 0. rda BCDL 10.0 Code IRC20151TP12014 Weight 122lb FT=20% LUMBER- < RACt TOP CHORD 2x4 SPF No.2 OP CHO n9 directly applied or 10-0-0 oc pur(ins. SOT CHORD 2x4 SPF No.2 T CHORD' applied or 6-0-0 oc bracing.. OTHERS 2x4 SPF No.2 WEDGE Lett 2x4 SPF No.2,Right 2x4 SPF No2 Q O O REACTIONS. All bearings 26-0-0. (Ib)-Max Horz28=138(LC 8) Max Uplift All uplift 1001 r at joint( )23,24, 2 ,20,19, =131(LC 8), I -120(LC Max Grav AN reactions at joint(s)23,24. 27,2 , ,18, except22=265(LC 18), 2"277 - (LC 20) FORCES. (lb)-Max.Corn Ten - I forces 250(lb)or less except NOTES- 1)Unbalanced roof true been considered for this design_ 2)Wind:ASCE 7-10;Vu - 4 h(3-second gust)Vasd--I l lmph; DL=:6.0psf,h=30ft Cat 11;Exp B;enclosed;MWFRS (envelope)gab b end lever left and right exposed;e i and right exposed;Lumber 001:=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss an to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified bui per ANSVTPI 1. 4)All plates are 2x4 MT20 unless ottlerwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord Il nonconcurient with any other live loads. 7)'This buss has been designed for a he load of 20.Opsf on the bottom diord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of wostanding 100 lb uplift at joint(s)23,24,25,26,28,21, 20,19,18,16 except(jt4b)27=131,17=120. 9)Non Standard bearing condition. Review required. �(N OF�1,4ss 10)This truss is designed in accordance with the 2015 IntemationalResidential Code sermons R502-11.1 and R802-10.2 and referen standardANSUfPI 1. O� TIMOTHY L. yG LOAD CASE(S)Standard Lac PELLE U CIVIL � a. 0 07/13/18 This truss is designed at the request and specification of the customer as an individual buildingcomponent, { be incorporated'into build' design at the pact.in a vertical plane,to - m9 esig specification of the building designer. Bracing requirements shown L4 for lateral o support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall struchrre is the responsibility of the building designer. JOD Truss .- .-. rus8 ype _ 18=11-185 Rktswaw rm. Hyannis MA 183381R 503 GABLE 2 1 .lob Reference(optiormq Rekable Truss Components,Neer Bedford,MA O7r45,N"shall Toro — 8210 s Jun 13 2018 Wek IndusNies,Inr- Fri Jul 1313:59:06 2018 Pape 1 r 8-0 12 1D:TJe10j3_AWMXUFMN4?dLmzf7Q4 v_Zd"K8dU8�ztP1cRE7tiDSFgrnffpdAbkcPyy7cJ __ _ 16.1 8 84-12 r 7-8-12' Us— BRACING OF GABLE VERTICALS AROUND Scale=1:47.0 OPENING AREAS TO RESIST OUT OF PLANE 6 WIND LOADS IS OUTSIDE THE DESIGN SCOPE Zxa II 2x4 11 OF THE TRUSS DESIGNER/ENGINEER AP( 7 \� 3.T/ 12 2x4 II \�\ 2x4 Il 4 8 2x4 11 i \ 2z4 II 3 3 \ 9 .79 Zx4 11 2.411 313 I I 2 I 1,10 1t 391311 1 • 3x8 11 21 20 19 18 17 16 1 14 1312 2x4 It 2x4 11 2x4 11 s 2x411 2x411 2x4•II 3x411 4, 2x4 II 16 1 1 Plate Offsets 1:0-3 8 Ed a 1:0-0-1 0.3-13 1:0-0-6 0-0- 6:0-3-0 Ed LOA08YG(psf) SPACING- 2-0-0 CSL EFL II U TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 LL) a n1a MT20 197/144 TCDL 10.0 Lumber DOL 1.15 8C 0 ert(C - n1a 9 BCL.L 0.0 ` Rep Stress Incr YES Wa . 3 H 0. n1a BCDL 10.0 Code IRC2015rrP12014 Weight 761b FT=20% LUMBER- RACI — TOP CHORD 2x4 SPF Not OP CHO directly applied or 64)-0 co pWins, except SOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 CHORD id i• directly applied.or 640 oabraang_ ` OTHERS ZO SPF No.2 WEDGE O O Left 2x4 SPF Not REACTIONS. Al bearings.15-5-8. (ib)- Max Harz 21=201(LC 5) Max Uplift All uplift 1 r ofrrt(s)21,17,1 -355 1 1 LC8),20=214(LC 8), 15=-139(LC 1 9) Max Grav All 0 tb r less at joint(s)18,19, 17.15 1 1 -400(LC 9),21=263(LC 16), 13= ) FORCES. (lb)-Max C Afi forces 250(lb)or less except TOP CHORD 10-11- NOTES- 1)Unbalanced roof live foe been considered for this desi 2)Wuxi:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=11 C BCDL=6.Opsfi.h=30(f;Cat It;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right. I left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wires[cads in the plane of the buss ni exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consuft qualified bui 'ng as per ANSI/TPI:1. 4)Gable studs spaced at 2-0-0 oa 5)This truss has been designed for a 10.0 psf bottom chord rive load nonoonalrent with any other five loads, 6)•This truss has been designed for a rive load of 20.0psf on the bottom Chordr in all areas wrhere a rectangle 3-6-0 tabby 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by otters)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,17,14 except tii OF iW W4b)12�55,19=115,20=214,15=139,13=368_ t�Q�- fly 8)Non Standard bearing condition. Review required. 1� C 9)This truss is designed in accordance with the 2015 International Residential Code sections R502-11.1 and R802102 and O� TIMOTHY L yG standard ANSI(TPI 1. g N LaCHAPELLE `, LOAD CASE(S)Standard o CIVIL -4 o.30 GO l 07/13/18 . This truss is designed at fhe request and specification of the arstomer as an individual budding component;in a verti(if plane,to a be incorporated into building design at the specification of the budding designer: Bracing requirements shown is for lateral support of individual truss members only.Additional temporary bracing to insure stability during construction is the responsibility of the.erector. Additional required permanent bracing of the overall.structure is the responsibility of the building designer. Job n "= CW1-185RdgewoWave-HywmMA 1833BIR 504 Common 12 1Rehobte Tnss and�New Bedfm MA 02745,N 8��n�[aAti MiT aYshati Tao 8210 s.hs 13 2018 MTek trxtusiries.hic.Fri.dd 1313:59.08 2018 Pagel 10 TJe10,3 Aa UFMN4?dLmzf7Ql-mhN JY"GgtEVV64UftHyyTcH 42-13— 84-12 12-1-6 42-13 41-15 3810 4.0-2 4x4= Scale=1:46.5 3 9.7712 2x4�� �� \� 4x4 J i, 4 3x4 11 1 HYY1 X X 4x4=y 7 g 3x10 11 5x6= 3x6= B412 1 8-4-12 Plate Offsets 1:112-4 a 1:0-0-0 a1-2 _0-4-0 a3-4 LOADING(psq SPACING- 2-" CSL NFL- t V U TES GRIP,. TCLL 30.0 Plate Grip DOL 1.15 TC 0.75 LL) 1 99 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C .2 -7 >822 1 BCLL 0.0 ' Rep Stress Inca YES WB Horz 0. n/a BCDL 10.0 Code IRC2015/fP12014 M Weight 71 lb FT=200/6 LUMBER- RACI TOP CHORD 2x4 SPF No.2 OP CHO thing directly applied or 5.8-7 oc purlins, except BOT CHORD 2x4 SPF Not WEBS 2x4 SPF No.2 CHORD erectly applied or 10-0-0 oc bracing. WEDGE Left 2x8 SP M 23 O O O REACTIONS. (lb/size) 1=792/0-3-8 (min.0-1-8), -7 (min. 1 Max Horz 1=201(LC 5) Max UpPtt1=98(LC 8), - L 9) FORCES. (lb)-Max.Comp.//Max Ten. 50(lb)or less TOP CHORD 1-2=95 258:2 5, -7071180 BOT CHORD 1-7=187/G93 � WEBS 2-7=29112 10F! 2,46=692flO6 NOTES- 1)Unbalanced roof live been considered for this design. 2)Wald:ASCE 7-10;V - 4 (3-second gust)11 =111mph; CDL=6_Opsf h=30f1;Cat 11;Exp B;enclosed;MWERS (envelope)gable end mn lever left and right expose; exposed;Lumber DOL=1.60 pie grip DOL--1.60 3)This fuss has been designed for a 10.0 psf bottom chord ' with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf n ord in all antes where a rectangle 3-6.0 tall by 24)-0 wide will fit between the bottom chord and any other members. 5)H10A Simpson Shong-Tie eonnec l ors recommended to to bearing wafts due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 6)One H2.5A SiMPSW Strong-Tie connectors recommended.to conned trun to bearing walls,due to UPUFT at jt(s)6.This connection is for uplift only and does not consider lateral forces. 7)sThis tnm is tandard��in accordance with the 2015 International Residential Code sections R502.11.1 and R802-10.2 and referenced OF�Z,0 A% LOAD CASES)Standard O TIMOTHY L. G LaCHAPELLE CIVIL Cn 0.302 O 07/13/18 This truss is designed at the request and specification of the cusstomm as an indtvidual building component,it a vertical plane,to be incorporated into building design at.the specification of fhe building designer. Bracing requirements shown is for lateral v support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. (USS puss YPB t802271-t8 i Ridgewood ave.-Hyannis MA 183361R 505 GABLE 2 1 Job RelBrenrx3 foptional) ReFietile Truss arx[Cates,New Bedford,MA 02745,Neyshati Tom 82 Ind� 10 s Jun 13 2018 Welt iss.Inc,Fri Ju11313:%A12018 Page 1 ID:TJe1O _Aof911XUFMt44?dLmd7Q1-GYMVWSRSz96T4argCbCcxB2YsTy?RwYmSlVlcyyTcE 74-12 ` 74-12 8d-1284-12 _ 3x6= BRACING OF GABLE VERTICALS AROUND Scale=1.47.0 OPENING AREAS TO RESIST OUT OF PLANE 6 WIND LOADS IS OUTSIDE THE DESIGN SCOPE zx4 H 2x4 11 OF THE TRUSS.DESIGNER/ENGINEER s 7 9.77 12 2x4 11. /' \ \ 2x4 It 4 j 8 N 2x4 11 2x4 i( 3 \ g 2x11 it g W If 3x4 11 2 IIIIII 1 Ir2 10 ML Ili X 1 17 axe It 2120 19 18 17' 16 15 1 13 12 3x4.11 2011 2x411 2x411 — 2MIt 2x4 If 2x4 II 4 II 1 Plate offsets 6:0-3-o a 11:0-a•6 0-0- 11:0.0.12 0-3-13 11:0-3-8 LOADBVG(psf) SPACING- 24)-0 CSL EFL i I U TES GRIP — TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 LL) n n/a IV(T20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C - nha 9 BCLL 0.0 ' Rep Stress incx YES WB 3 H 0. n/a BCDL 10.0 Code IRC2015JTPI2014 Weight 76lb FT 20% LLNEiE t- RACI -- TOP CHORD 2x4 SPF No.2 OP CHO ing.drrecUy appr-ied.or 6-0-0.oc puriins, except BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 CHORD id g directly applied or 6.0-0 oc bracing. OTHERS 2x4 SPF N0.2 WEDGE O O Q Right 2x4 SPF No.2 REACTIONS: Ali bearings 15.5-8. (lb)-Max Horz21=-201(LC 4) Max Uplift AN uplift.1 aint(s)17,19,1 =378 1 1 LC 8),20=377(LC 8), 14--118(LC 1 9) Max Gran 12 Ali tb r less at joint(s)17,18,1 ,16,14 1 2 - 12(LC 8),20=376(LC 15), = FdtCES. pb)-Max AN tomes 250(lb)or less except TOP CHORD 1-21- 1- NOTES- 1)Unbalanced roof live loa been considered for this design 2)Wind:ASCE 7-10,Vuit=140mph(3-send gust)Vasd=11 C psf;BCDL=6.Opst h=30i;Cat II;Exp B;enclosed;MWFRS (envelope)gee end zone;cantilever left and Frig right exposed Lumber DOL=1.60 plate grip DOL=160 3) Tnus designed for wind loads in the plane of the truss exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified buil as per ANSNTPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This buss has been designed for a 10.0 psi bottom chord five load nonconcurrentw+ith any other live loads. 6)'This truss has been designed for a live toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of wdstandrtg 100 lb uplift at joint(s)17,19,12 except '(!;OF Af (jt=ib)21=378,18=137,20=377,14=118,13=2(16. �- 'Q3'S+9 8)Non Standard bearing condition. Review required. .� C 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refit O� TIMOTHY L.. standard yG� LaCHAPELLE M LOAD CASE(S)Standard v CIVIL 4 0. 07/13/18 This truss is designed at the request and spedficaWn of the customer as an individual buiildrig component,in a vertical plane,to i be ncorporated into budding design at the specification of the building designer. Bracing requirements shown is for lateral support of Individual trum members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. f Job � � od T"' _ Type 1�2271-185 Ridgewo eve:Hyanma MA 183361R 506 Common 12 1 Jab Reterenoa _onall Rettable Tn6a and CAmpolmtts,New 8ert{wd MA 02745,NeysWl Too 8210 3 Am 13 2018 Welt tndushies•irm Fri Ad 1313:58:14 2018 Page 1 iD:TJe1Oj3_Aaif MFMt44?dLmzt7Q1-gX2f TTtF4 SDX9vxyy7c6 7.8-12 11-10.11 16-1-8 7-8-12 -1-15 4-2-73 � 4x6= Scale=1:".8 3 9.7712 2x4 54,�, \"'V1 3z12 11 6 4x4 3xt0 it 5z8= 7-8-12 1 7-8-12 Plate offsets - 1:0 3 8 e 5:0-2-4 0 5:0-0-0 0-1- 6:0.4-0 0-3-4 LOADM(pst) SPACING 24)-0 CSI. EFL i U tJ TES: GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 LL) 1 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C >867 8 BCLL 0.0 * Rep Stress lncz YES WB Ho 0. nfa BCDL 10.0 Code IRC2015/TPi2014 Weight 75 lb FT=20% LUMBER- RACI - TOP CHORD 2x4 SPF 165OF 1.5E*Except* OP CHO g directly applied or 5-0.0 oc puriins. T2:2x4 SPF Not T CHORD gt y applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF Not WEBS 2x4 SPF No-2 WEDGE O O O Right 2x8 SP M 23 SLIDER Left2x8 SP M 23 5-2-5 RI-ACTIONS. (Ib/size) 1=7ssro 3 8 ( 0 ).5= /0-3.8 ( h ) Max Horz 1-204(LC 6 Max Uplift1=95(LC 8), FORCES. (lb)-Max Comp. - 250(1b)or less except wh 8 TOP CHORD 1-2- 40/1 9, - 1 3,34--7411184,4.5=9701161 BOT CHORD 1-6=-715 5 WEBS - 4 0 NOTES- 1)Unbalanced roof lived been 00nsi r this desig 2)Wind:ASCE 7-10;Vult=14Umph(3-seoond gust)Va�=11 C psf BCDL�6.0W,h=30t;Cat 11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom cihor G concurrent with any other five loads 4)*This truss has been designed for a live load of 20.0psf in chord in all areas when:a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)One H2.5A Simpson Strong-Tie cannedors recommended to connect tnrss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 6)One H3 Simpson Strong-Tie connectors recommended to connect truss to tearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not cider lateral forces. }!OF Jugs 7)Thrstandard �gined in accordance with the 2015 international Residential Code sections R502.11.1 and R802-102 and referencedANS ` TIMOTHY L. Loan CASE(S)standard god _ yG� . g LaCHAPELLE v CIVIL CD 0. 0 07/13f18 This miss is designed at the request and specification of the customer as an Individual building component,in a vertical plane,to be incorporated into building design at the specification of the building designer. Bracing requirements shown is for Lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. Job — ru;ss Fuss ype 1802271-185 RSdgewond ave.-Flyarmis AAA , 183361R 701 GABLE 2 1 Job Reference foptiorgt� Reliable Tags arn}Canppn s New Redrora,MA 02745,Neysftafi Tom 8210 s dun 13 2018 Welt tndw&ies,Inc Fri Ju1131&%16 2018 Pap 1 ID:TJe10}-3 AWMUFMN4?dLmzf7ol-F�vAPu9VbnhtmBlko 8oneElObUhVGCMiwkOC,zpyyyTc9 i 3-2 _ 3 -10 6-5-4 2-16 3.2-10 4x4_ Scale=1:12.3 2 6.00 12 \ � T \ 1 ST1 \ \ 3MENEM 1 q B1 a Y d d 4 3x4% 2x4 11 3x4 6- LOADtNG(psf) SPACING 24)-0 CSL Ud TES GRIP TCLL 30-0 Plate Grip DOL 1.15 TG _0.13 ert(LL) 0 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 CT) n - rJa BCLL 0.0 ` Rep Stress Incr YES WB 0 orz(C n1a a BCDL 10.0 Code IRC20151TP12014 Matruc- Weight 15.Ib FT=20% LUMBER- TOP CHORD 2x4 SPF No.2 t/ OP CH Stru I cod ingLdirectly applied or 640 oc purlirm BOT CHORD 2x4 SPF Not OT CHO Ri g applied or 10-0-0 oc bracing. OTHERS 2x4 SPF Not REACTIONS. (Ib/size) 1=133ffi-" (min_.0-1-0),3- 0-U8) 5 in.0-1 O Max Horz 1=25(LC 8) Max UpliR1=32(1-C 8) 37(LC 4 Al C 8) (lb)-Max Comp./May- FORCES. Ten:- roes 2 or less own. NOTES- 1)Unbalanced roof live loads have for this design. 2)Wind:ASCE 7-10;Vulr14 ust)Vasd=111mph-TCD tr-30%CaL 11;Exp B;enclosed;MWFRS (envelope)gable end zone; right exposed;Lumber DOL= - L=1.60 3)Gable requires cone bearing. 4)This truss has been 0 psf bottom chord live load any other five loads 5)-This truss has ve load of 20.Opsf on the bottom where a rectangle 3-&0 tall by 24)-0 wide will fit between the batom any other members. 6)Provide mechanical (by others)of truss to bearing pi ,bib 100 lb uplift at joint(s)1.3,4. 7)This truss is designed in a rdance with the 2015 lntematiomai -`rylkA_i a sections R50211.1 and R802102 and referenced standard ANSUTPI 1. LOAD CASES)Standard LjH OF M,qs O� TIMOTHY L. yG LaCHAPELLE o CIVIL r; o.3 O 'OF L� 07/13/18 This truss is designed at the request and specification of the customer as an individual building component,in a vertical plane,to r be incorporated irrta budding design at the spedfiration of the building designer. Bracing requirements shown is for lateral support of individual truss in only. Additional temporary bracing to insure stabifrty during construction is the responsibility ° of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. Job Tw8s Truss ype 180227t-185 Rigew-d-v--HyenM is MA I 83361R �702 (GABLE 2 1 Job Reference(opiionap RWO Tnss and-C=PMI L-,New Bedrad,MA 02745,NeyguM Toro 8210 s Jiar 13 2MB tJhTek ides b= Fri M r313:51L18 2018 Pagel ID:TJel Oj3_AottAXUFMN4?dLmzflQl-ZIH9Jrftjl?UQfuWgFMnMGa5raN2VN2iyyTc7 — 6-5-11 12-11-6 6-b-11 US— Scale=1:21.3 ,3 8.00 f 12 �\ 2x4 11 42x4 I I 2. 1 1 5 Li d I 30% 8 7 6 3x4 2x4 11 2x4 11 2x4 11 2- 1 LOADING(psf) SPACING- 2-" CSI. D i Ud T1cS GRIP TCLL 30.0 Ptate Grip DOL 1.15 TC 0.19 ert(LL) a 99 0 . 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 rt(CT) - n/a BCLL 0.0 ` Rep Stress Iran YES WB 0 orz(C. .0 Na a BCDL 10.0 Code IRC2015frP12014 Matra Vftht 34lb FT=20% LUMBER- ' EAITOP CHORD 2x4SPF No.2 P C S1ru ing directly applied or 6"Q oc purlirls. BOT CHORD 2x4 SPF Not T CHO Ri rd y applied or 10-0-0 oc bracing. OTHERS 2x4 SPF N0.2 REACTtONS. All bearings 12-10-6. (lb)- Max Hort.1=57(LC.9) Max Uplift All uplift 100 lb or less �s 7except -1 8 128(LC Max Grav All reactions 250 lb or I nt(S)1,5 - ),•8=37 9). - LC 20) FORCES. (Ib)-Max Comp./Max.Ten_- 250( )or w n. WEBS 3-7=271/53,24-31 - 121170 NOTES- 1)Unbalanced roof live loads h for this design. 2)Wind:ASCE 7-10;Vult=1 p ( gust)Vasd=111mph;TCDL=0 h--30ft;Cat 11;Exp B;enclosed;MWFRS 3}(Gable r*l end nd fight ,Lumber = grip DOL=1.60 , ng. 4)This truss has been for a 10.0 psf bottom chord lire 10 with any other he toads. 5)`This truss has been for a live load of 20.Opsf on the areas where a rectangle 3-"tall by 2-"wide will fit between the bottom d arty other members. 6)Provide mechanical connection(by others)of truss to of withstanding 100 lb uplift at joira(s)1',7 except Ot=ib) 8=128,6=128. 7)This ftss is designed in accordance with the 20151 e ' ential Code sections R502-11.1 and R802.10.2 and referenced standard ANSIRPI 1. LOAD CASE(S)Standard OF AlgS. O� TIMOTHY L. yG LaCHAPELLE r 0 CIVIL 0..3 0 t 07/1.3/18 This truss is designed.at the request and spearfrcatlon of the customer as an individual building component,in a vertical plane,to be incorporated into building design at the specification of the building designer. Bracing requirements showmis for lateral o support of Individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the-erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. J00 Truss RISE ype Jj'-7' -185 RIdgBN�ave.-riyarlms MA 183361R I 703GABLE 2 90Inrssard ference tiorhai Componems New Bedford.MA 02745,Neyshalr Toro a 210 3 Jun 132018 am f ek Indusmes,I= Fri Ju11311-59,212018 Page 1 ID:TJe10j3 AotAIFXUFMN4?dLmzt7Ql-ztzbdyi=DN2H6dWoLITCsVMSnR503ojlelyyTc4 9$12 19-5 9 9 612 9$12 4x4= Scale.,3!6'=1' 3 6.00 12 \ 2x4 11 2x4 11 2 4 T T I \ 1 \ 5 i 3x4. g 7- 6 3x4 2x4 I I Sx6= 2x4 11 9 . Plate Offsets :0.3-0 0-3-0 LOADING(psf) SPACING- 24)-0 CS1. EFL i ! t! U TES: GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 LL) a n/a MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C - n a 9 BCLL. 0.0 ` Rep Stress Ina YES WB 8 Horz nla BCDL 10.0 Code IRC20151 TP12014 Weight 55 m , FT=20% UMW` RACI TOP CHORD 2x4 SPF No.2 OP CHO ing y applied or&"oc ptulins. BOT CHORD 2x4 SPF N0.2 T CHORD ' y applied or 10-M oc bracing., OTHERS 2x4SPF No.2 REACTIONS. All bearings 19.4-9, O (lb)- Max Horz 1=-88(LC 9) O _ , Max Uplift All uplift 100 lb or less at 1,.5 except — C 183( Max Grav All reactions 250 or less s)1,5 7— 6 1),8= C 1 LC 20) FORCES_ (Ib)-Max CompdNlax.T .- t 50(lb)or less. WEBS 2 8=440I236, — NOTES- 1)Unbalanced roof live eyed for this design. 2)Wind:ASCE 7-10;V nd gust)Vasd=111mph;TCDL .0 .0psf h=30ft;Cat 1I;Ex B;enclosed;MWFRS (envelope)gable left and right exposed;Lumber = grip.DOL=1.60 3)Gable requires conti chord bearing. 4)This truss has been for a 10.0 psf bottom chord five I with any other five loads 5)'This truss has been dew for a live load of 20.0psf on the in all areas where a rectangle 3-6.0 tali by 240-0 wide wiu fit . between the bottom chord and any other members. t 6)Provide mechanical connection(by others)of truss to le of withstanding 100 lb uplift atjoint(s)1,5 except at--lb) 8=183,6=183. 7)This truss is designed in accordance with the 2015 In dential Cede sections R502.11.1 and R8M 10.2 and referenced standard ANSVMI 1. ! LOAD CASE(S)Standard' A14.,D O� TIMOTHY L yG oLaCHAPE LLE CIVIL 0.30 0 L� 07/13/18 This truss is designed at the request and specification of the customer as an individual building component;in a vertical plane,to be incorporated into building design at the specification of the building designer. Bracing requirements shown is fbrtateral support of individual truss members only. Additional temporary brad to insure stability during construction is the responsibility of the erector: Additional required permanent bracing of the overall structure is the responsibility of the building designer. �ae.Me..M wao,mN w...�.bm.«n w...mamn..b.o,h. e°�".�m�•�"'aw.�oe°.a��.w""Fii°.wn a�.owa��Nra,ab.a> ROOF TRUSS PERSPECTIVE 1 ROOF TRUSS PERSPECTIVE 2 • - «�.m.,.�r xmo"aa�,"7 •� �'aml�''Iww.WMi�4lyme ea tln�Mb mi ' mm�«avvry eA'NMm4nv�tl mbw _ emsabYm faro«amm n/.xwlR 1.. • C'bbpbb mml M�b.altnMe W��plvwv vinwsmhm Name 8? b.wvntlb«onv,.W - w ,wc bwmipwahW ' vtllu.�aWIiVMAMpw� 111-01 x xd006 1md0 xdO00 1.11-01 r 8Q SO9 506 g¢8 L 506 9T-SO, 506 Q m qS i 504 2p 505 i 504 506 12 72 12 .� 8.77C;;' .77 9.7 g q sa so6 p soa \ � sas soo SOS 9 adsaO zd00O xdom xmm zmm xdom z mm amm amm zdodo zdoaO x-ao0o zmm $ - gg � 504 504 50fi 3 - �� 505 Nr�o ed6m t5O6UO 6dem 6a8m FAMILY OF COMPANIES o.N�are�, SEASHORE HOMES,INC. pom ENNutlon ewnmery lax vmbtel Truce Comreetor Tote[—Us t7 17 M—f P.dua Ory ROOF TRUSS PLACEMENT DIAGRAM .G�.,..,a - - 188,RIDOEWOODAVE, H=IS,MA ROOF TRUSS PLACEMENT These Documents Have DIAGRAM Been Produced From Plans With a latest Date of: 02/27/18 WT-1 4 f 1 _ : } 4 { } r -} E ������- _ € � �„.���\ f � � V•.- tip .� s. Y t:N'���� . } . i r•� A of .,.,,,,,,✓ t a,�Y' {�. _ .,,Y. Y•e, � �}..:....� �j...u_}....>v��` 1;�.-..� Ali iR 4 F � r. .�irol .F r 3 . k4 'C.. .ten .:,s a } =` -'-.h..,. �,� sn..�. � Vic.....;'„ • is �.' S ....}' , fi.!<!. � 2¢•y - ...e s s £ i i E•, U� �t ir .s; 1•. s< y 714 2 ' d iz A .,� Y S' � �a.I:YCxFie� .tin. h' � e �Jp�`.'-.—..ma "".• �....s '�.. �...... Y S 5 t gg �''e ?� z. .•- x,#. - ... "r .tip` ��=di. �.�... .. a. �.3'S �za r� P l - y � �� Model .5208 Fire Alarm Control Panel with K T k Digital Communicator 7 ,3 The .Fire Alarm Control Designed to Grow with s, Your Systems Needs,. Without The Growing �. Pains. The,SK-5208 is a microprocessor based control panel with built-in UL listed communicator designed for applications requiring smoke.detection, manual pull stations, and sprinkler supervision..It features an easy to read LCD.display with programmable English readout and user friendly tactile. keys.The basic unit offers 10 zones of initiation and is expandable up to 30 zones for larger applications.The SK 5208 has a complete line of supervised accessories that provide remote annunciation, auxiliary control zone expansion. Ideal for new and retrofit applications, the SK-5208 delivers the performance to handle your installation. Features Built-in synchronization,for • 10 zones;8 Class B(Style B)and 2 appliances from AMSECO®, ,, L Class A(Style D)or Class B(Style GenteO,Faraday,System Sensory . B)zones,expandable to 30 zones and Wheelock® • Supervised zone expanders and VO Programmable date settings for modules can be mounted remotely Daylight:Saving.Time from the main control panel - Clock.source.setting options for 50 • Event History Buffer(150 events) Hz,60 Hz;or'intemal(uses thet with date/time stamp panel's internal dock) , • All zones are compatible with 2-or Specifications 4-wire detectors 4 8 selectable/programmable output Operating:Voltage: 24.VDC pattems for notification appliance Primary AC: 120 Vans Gdi SOHz,.2A. circuits Total DC Load: 1 6 Amp. • Built in Digital Alarm Communicator Current,Draw.,' Transmitter(DACT) Standby: 140 mA • 4-Notification Appliance Circuits Alarm: 460 mA • 4 programmable general purpose Flush Mounting Dimensions relays 'Height. 241T(62:9.cm) Programmable smoke verification; Width- 14:6^(36.8 cm) pre-alarm delay,cross zoning and Depth: 3.7116•(8.73 cm) enhanced verification mode features with 5/8"protruding SK-5208 that can help minimize false alarms Overall:Dimensions: - • Programmable from the built-in Height 26-3/8'.(67 cm) control panel touchpad,remote. Width; 17-3/16'(43:66 cm) SKSS Downloading Software annunciator,or Windows&SKSS Total Depth: 4•(10.16 cm) Plex-2 Door Option downloading software Operating Temp: 32°to 120•F Listings and Approvals • Direct connect port for on-site (00 to 490 C) • UL Listed up/downloading with'Windowso Humidity. 10 93%noncondensing • CSFM Listed SKSS downloading software - MEA approval Built-in walk test feature Optional Accessories pp . 429-92-E Vol.XIll Single or dual interlock water • SK-5235 LCD Remote Annunciator releasing capability • :SK-5217 10 Zone Expander • Plex door option combines a dead (2 max. per system) front cabinet door with a dear • SK 5280 Status Display Module(8 window, limiting access to the panel max,per system) SILENT while providing single button • 7181 Fire Zone Converter operation of the reset and silence • 5220 Direct Connect Module KNIGHT functions • 5824 Serial/Parallel Printer Interface • Programmable AC trouble relay Module by Honeywell Model 5208 Fire Alarm Control Panel with Digital Communicator t Engineering Specification The system shall contain a fire alarm control panel to supervise and operate heat and smoke detection devices, manual fire alarm devices, alarm notification devices and visual annunciators. The system shall also be capable of monitoring for sprinkler supervisory and water flow conditions. The system must have a built in UL listed fire communicator that can be enabled/disabled as needed on a per job basis. In addition,the system will sound alarms locally for purpose of evacuation. C ' t Telephone Line 1 Telephone Line 2 p,, Direct Connect For On-Site Programming 2:Class A(Style D) or Class B:(Style B) Initiation Circuits Programmable Form C Relays Goo ?. 8 Class B (Style B) �o Notification Initiation Circuits , mac,® � :# Appliance Clrcults ` r '3¢� .. zm 5235 Remote " �«°;. Annunciators r SBUS Devices 5280, 5217, & 5824 To AC --;, SILENT This document is not intended to be used for installation purposes.We try to MADE IN AMERICA KNIGHT keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All specifications are FORM 350318 Rev B,11105' subject to change without notice.For more information„contact Silent Knight by Honeywell 7550 Meridian Circle Suite 100,Maple Grove,Mn 55369-4927. Copyright®2005 Silent Knight Phone:(800)32"103,F w(763)493-6475. , M * Lti SEA fSOR3 SeDecta ue© utput Low Frequency Boundeir and Low Fvequency Sounds 0 F F L y E AppoOcaftio s SpectrA160 Advance audible visible notification products SPECTFARseq rr 7�r����;amass—�a-�•,�� are rich with features guaranteed to cut installation times and maximize profits. Featares The SpectrAiert Advance series offers the most versatile • Plug-in design with minimal intrusion into the back box and easy-to-use line of low frequency sounder and low frequency sounder strobes in the industry.With white and red plastic.housings, • Tamper resistant construction dual listed for wall and ceiling mounting,SpectrAlert Advance can • Field-selectable candela settings on wall units:135,150,177, meet virtually any application requirement. and 185 • Rotary switch for low frequency sounder tone Like the entire SpectrAlert Advance product tine,wall-mount low frequency sounder,and low frequency sounder strobes include a • Universal mounting plate for wall units variety of features that increase their application versatility while • -Mounting plate shorting spring checks wiring,continuity before simplifying installation.All devices feature plug-in designs with device installation minimal intrusion into the back box,making installations fast and • Electrically compatible with legacy SpectrAlert devices foolproof while virtually eliminating costly and time-consuming ground faults. • Compatible with MDL3 sync module • Listed for ceiling or wall mounting To further simplify installation and protect devices from construction damage.SpectrAlert Advance utilizes a universal mounting plate with an onboard shorting spring,so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for low frequency sounder tones. Agency Listings Lim ,LFPRC,m approved S4011(Mmider) 3047SM ME4452.05-E 7135-1653.0223 S5512(00bes) 7125-16s3=4 r SpectrAWA Advance Specifications -711 General SpeetrAled Advance low frequency sounder and tow frequency sounder strobes shall mount to a standard 4 x 4 x I11r4nch back box,4-inch octagon back box,or double-gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting products.The notification appliance circuit wiring shall terminate at the universal mounting plate. Also,SpectrAlert Advance products,when used with the Sync•Circuif Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate an a nominal 12 or 24 volts.When used with the Sync*Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8-5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full- wave rectified unfiltered power supply.Low Frequency Sounder strobes shall have field-selectable candela settings including 135,150,177, and 185. Low Frequency Sounder The low frequency sounder shall be a System Sensor SpectrAlert Advance Model listed to UL 464 and shall be approved for fire protective service.The low frequency sounder and the Sync•CircuitTm MDL3 Module accessory,if used,shall be powered from a notification appliance circuit output and shall operate on a nominal 12 or 24 volts(includes fire alarm panels with built in sync).When used with the SynceCircuit Module MDL3,12-vott rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt rated notification appliance circuit outputs shall operate between 16.5 to 33 volts-If the notification appliances are not UL 9th edition listed with the corresponding panel or power supply being used,then refer to the compatibility listing of fhe panel to determine maximum devices on a circuit The low frequency sounder has an option to switch between temporal three pattern,iron-temporal(continuous)pattern and coded supply.The low frequency sounder shall operate on a coded or non-coded power supply. Low Frequency Sounder Strobe Combination The low frequency sounder strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The low frequency sounder strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances;flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lenstreflector system.The sounder shall have an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The low frequency sounder on low frequency sounder strobe models shall operate on a non-coded power supply. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz and low frequency sounder at temporal three.Also,while operating the strobes,the module shall silence the low frequency sounder on low frequency sounder strobe models over a single pair of wires.The module shall mount to a 4"/16 x 411hex 21/e4nch back box.The module shall also control-two Style Y(class B)circuits or one Style Z(class A)circuit The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply- .- . o Standard Operating Temperature 32-F to 12WF(0-C to 49-C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Low Frequency Sounder Regulated 12 DC/FWR or regulated 24 DC/FM' Nominal Voltage Range Low Frequency Sounder Strobe Regulated 24 VDC/FWR' Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDL3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 6.4 inches L x 4-7 inches W x 2.5 inches D (162 mm L x 119 mm W x 64 mm D) Sounder Dimensions 5.6 inches L x 4.7 inches W x 1.3 inches D (142 mm L x 119 mim W x 33 min D) Low Frequency Sounder/Strobe with Surface Mount Back Box 6.4 inches L.x 4.7 inches W x 4.3 inches D Dimensions(SBBR,SBBW) (162 mm L x 120 mm W x 108 mm D) Low Frequency Sounder with Surface Mount Back Box Dimensions 5.7 inches L x 4.8 inches W x 3 inches D (SBBR,SBBW) (145 mm L x 120 mm W x 76 mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. UL Current Draw Data 5 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR High 135 NA NA 228 207 Candela Range 150 NA NA 246 220 177 NA NA 281 251 185 NA NA 286 258 8-17.5 Volts 16-33 Volts Sound Pattern dS DC FWR DC FVVR Temporal High 191 262 138 166 Continuous High 292 384 138 208 Coded, High 292 388 153 205 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal 277 292 325 344 Temporal 296 309 343 351 Continuous 337 362 387 417 Continuous 393 395 432 433 Low Frequency Sounder Tones and Sound Output Data 8-17.5 16-33 24-Volt Nominal Volts Volts Reverberant Anechoic Switch Position Sound Pattern DC FWR DC FWR DC FWR DC FWR 1 Temporal 76 76 76 76 76 76 86 86 2 Continuous 80 80 80 80 80 80 90 90 3t Coded 80 80 80 80 80 80 90 90 t Sounder ratings provided are for continuous voltage as provided by the NAC SSPectrAlert Advance Dimensions 4.7 in. _. ........ I 2,5 in. I �4.7 in. ►� �1.3 in.-►I , m m'rwr ---------------- [r� [ 6.4 in. 5.6 in. 0 � � o o Wall-mount low frequency sounder strobes Wall-mount low frequency sounder SpectrAlert Advance Ordering Information Wall Low Frequency Sounder Strobes P2RH-LF 2-Wire Low Frequency Sounder Strobe,High cd,Red P2WH-LF 2-Wire Low Frequency Sounder Strobe,High cd,White Low Frequency Sounders HR-LF Low Frequency Sounder,Red HW-LF Low Frequency Sounder,White Accessories BBS-2 Back Box Skirt,Wall,Red BBSW-2 Back Box Skirt,Wall,White SBBR Surface Mount Back Box,Wall,Red SBBW Surface Mount Back Box,Wall,White TR-HS Tnm Ring,Wall,Red TRW-HS Trim Ring,Wall White Notes: "High cd"refers to strobes that include 135,150,177,and 185 candela settings. Wy1 3825 Ohio Avenue•St.Charles,IL 60174 ®2014 yti,S,,,SW=. ®v1 E Phone:800-SENSOR2•Fax:630-377-6495 Pw=�nao=w wanwcp.VIGR � �y SENSORtQaeranwamutn.mcwQe,yar��as�ma�sd�asn�. www.systemsensor.com AVDS164U2•u14. m- SK4217 Zone under 4 •try, Y The cost affective way to emend Toue,S -5208 �} stem The Model SK-5217 provides the SK-5208 with ten additional Class B(style B)zones. The SK-5217 can be installed in the SK 5208 control cabinet or remotely(up to 1500 ft.) in a SK-2190 accessory cabinet. The SK- 5217 communicates to the SK-5208 control panel via a 4-wire connection to the SBUS. " SK4217 Zan bp=W ° Adds 10.Class B zone inputs to the. SK5208 FRCP.Two SK-5217 expanders can be used with the' SK-5208 for a total of 30 zones. s The SK-5217`can be installed in . .. the SK-5208 cabinet or remotely using a SK-2190 accessory G ` cabinet. - Adds 10 zone inputs to the SK-5208 FACP SK-SZ17 ZM birladw • Can be remotely mounted from control(up to 1500 ft.) - Easy to install using a.4-wire SBUS connection I t �I(�):I000' o Supervised 47 • UL Listed yam. �/� Operating voltage_ 24 Y1JC Nominal _ .k w. t y Current Draw. Max.Total: 1 Amp Standby per Zone: 3.0 mA Alarm per Zone: 95-mA " Max.(nitration Cira,a Resistance: 500 . . Mounted in Mounted in SK 2190 Max.wring Distance SK-5208 Cabinet Accessory Cabinet From FACP: 1500 ft. Operating Temp.: 32-to 120•F S (00 to 49°C) KIGff Humidity:. 10.to 85%.RH " SK-5217 Zone Expander Fagiag Spedftwftn The contractor shall furnish and install where indicated on the plans, the,module SK-5217 Zone expander. Module shall be capable of supporting 10 zones of Class 8 including smoke detectors and dry contacts with a maximum of 50 ohms of resistance per circuit Module shall have provisions for mounting in the main control panel or in the SK-2190 Accessory cabinet. Module shall be programmed by a 4 position dip switch with a. maximum of 3 module per panel and connect to the main fire alarm panel via SBUS . 4 i { F ( R � E Ffir, R s4 r w x- T T T i t Caws B(SMO B)tnpd I tmiag MW filling to FACP SILENT XMC 7550 Meridian Circle;Maple Grove,MN 55369-4927 MADE IN AMERICA 800.446-64447or in Minnesota 612-493-6435 FORM#350322,Rev.01100 FAX:612-493-6475 World Wide Web: htlp:Itwww.silentknight.com Copyright©2000 Silent Knight Inspection Summary '. Hyannis Fire Department Inspection 7827 `Inspection Type INSPECTION -Occupancy Status Completed Inspector Melanson Unit Number 802 Shift Scheduled 04/15/2019 00:00 Scheduled, Inspected On 04/17/2019 10:30 Finished At 04/17/2019 11:30 Inspection Length 1.00 Next Inspection 'Occupant Occupant Name Sea Shore Homes Building Name Contact Name Address 185 RIDGEWOOD AVENUE City, State and Zip HYANNIS, MA 02601- Phone Owner/Company Dennis Mason Contact Name Address City, State and Zip Dennis, MA Phone 774-487-8086 Comments .�, - • Inspected and operated all units smoke and CO devices(local), Address posted Sprinklers in service FACP clear and in service Violation Summary ___7777_7-7777�7777 Status Violation Location ,Tickler History DateType Inspector Narrative Signatures . �.: � ,< z ,� w �� ., • ;; � rx, `, BUILDING-DEPT:�--�-;;� APR 2 6 2M Date TOWN OF BARNSTABLE Date: 04/26/2019 Page: 1 . o n BUILDINGHOM EN R RAT "R Y El �S LLC� - Air Leakage Report 185 Ridgewood B Test Mode Hyannis Depressurization Y Y 04/10/2019 Test Pressure 50.0 Pascals Test Equipment _ 2015 IECC Energy Code Minneapolis :2u M .. Total Air Leakage or Air Changes Per Hour Gauge 9 Conditioned Volume 6523 t This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by gfcanvas www.gocanvas.com F386BF84" 55D_7_4694-AB45-1 B2205F 2488 ENE,. HOME RA TERS LLC ........... r; .: Duct Leakage Report 185 Ridgewood B Test Mode Hyannis Depressurization 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis. Total CFM@25 Or Total Duct Leakage Percentage 29.00 0.04 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test KIN'a WIN Basement 774 C 29 ��s 0.04 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvos www.gocanvas.com F336BF84-55 i' 4894-AB45-1B2205FE2488 NERGY HOME E RATERS LLC PER' 'FORMANCE: TESTING Ventilation Report Ventilation Tests Bath 44 24 pis raa d 3 .2 m- *y Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. . 1) Determine the floor area of the conditioned space of the home=(A 2) Determine number of Bedrooms.(, lz+i) 3) Insert these number in the formula Below: Fan airflow(CFI)=0.01Aeow+7.5(Nbr+t) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 -105 120 4501-6000 75. 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan'airflow is CFM. - 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygrcanvas www.gocanyas.com F:386 F84-55D r-41894-A045-1 B2205F 2488 N :.: R A T- -'-E 11.S.. INER 1 ...................................... ESTI Air Leakage Report 185 Ridgewood C Test Mode '� y ZE Hyannis Depressurization Test Pressure , 04/10/2019 50.0 Pascals Test Equipment - 2015 IECC Energy Code Minneapolis W Total Air Leakage or Air Changes Per Hour Gauge 196 1.80 Conditioned Volume "w 6523 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bySpconvos www,gocanvas.com 5008E 7 B3-FFF5-43i -A7E6-DB2CD5617E6D c 'ENERGY RATERS, LILC 01 . . ..................................... Duct Leakage Report 185 Ridgewood C Test Mode Hyannis Depressurization 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 1ECC Energy Code Minneapolis Total CFM@25 or Total Duct Leakage Percentage 27.00 0.03 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test \a Basement 774 C 27 0.03 ' 1Ma-. linE g� W4G 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bySpconvas www.gocanvas.com 5008 I '3-FFF5-431 _A'1', B-DB2CD5617 6D 1` M c It .. RGY Ra..,1-.. R.S LC HOM E Ventilation Report Ventilation Tests Bath 46 24 Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home={A 2) Determine number of Bedrooms:(, 6+t) 3) Insert these number in the formula Below: Fan airflow(CF"=0.01An.,+7.5(Nw+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 -105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered byq-,convos www.gocanyas.otDm � 5008 B3-F€ F5-43"E_A7EB-DB2CD5617E6D f 'GY RAT ERS. LLC HOME E ER ... ............... ...... RMANCE BUILDING PERF TESTING: Air Leakage Report 185 Ridgewood D `Test Mode Hyannis Depressurization ; 04/10/2019 Test Pressure - 50.0 Pascals .a 5 Test Equipment _4 2015 IECC Energy Code Minneapolis r Total Air Leakage or Air Changes Per Hour Gauge 312 2.87 Conditioned Volume ' 6523 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012.International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bySroconvas www90Canyas.com 95FDO82F-28 O-4S O-AFEA-B3544360264A r 0 E H E Y -TERS LLC M. . RIA"" ................................. ... .......... Duct Leakage Report 185 Ridgewood. D Test Mode Hyannis Depressurization 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis Total CFM625 or Total Duct Leakage Percentage 22.00 0.03 Total Square Footage 774.00 Maximum Allowable leakage 30.96 HVAC Duct Test Basement 774 C 22 A, 0.03 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by Jrconvas www,gocanvas.com 95FD tt2}-26BO-48;O-AFEA-E355448602 4A Nt,-MG LC P R HOME E .. BUILDING ESTING Ventilation Report Ventilation Tests MIMI Bath 58 24 '; x; I - R J �.�� u. Compliance Option#1: Follow these steps to determine compliance for the fan AM low. 1.) Determine the floor area of the conditioned space of the home (A 2) Determine number of Bedrooms.Lb6+t) 3) Insert these number in the formula Below: . Fan airflow(CFMQ=0.01 Anow+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 . 4-5 , 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 -75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygoconvos mvw.gocanvas.com 95FDO82F-+28BO-48 0-AFEA-B3544860264A MIF R EERS, LLC is. I, ij:�� i �! �� HO ENE: GY RAt ........... ............ _. ,... ............ Air Leakage Report 185 Ridgewood ave. Units E Test Mode I Depressurization w Hyannis Test Pressure 04/16/2019 50.0 Pascals r Test Equipment c 2015 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge r 323 2.97 Conditioned Volume 6523 This project meets the criteria for the following: 20091riternational Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 20 SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered byecanvas www.gocanvas.com 5C37A85C-5D93-473C-A fB-9B4F11Di•'17BC H OME`� `E FRI .................... ................................... ............ 4h) Duct Leakage Report 185 Ridgewood E Test Mode Hyannis Depressurization 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis Total CFM@25 or Total Duct Leakage Percentage 29.00 0.04 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test Basement 774 C 29 0.04 game 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvos wwww,gocanvas.com EC 6 F089-8EFF 4-;B4-B8 C,93`Bl5FD4FOA rip �r RS. L E T HOME EN M, Y RA. E BU ILDI TESTING Ventilation Report Ventilation Tests Bath 58 24 ... ..., , 3 .13AriF Rr��'4�ob s. . FH4z i �3 Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(A ) 2) Determine number of Bedrooms.(Ng.t) 3) Insert these number in the formula Below: Fan airflow,(CFM}=0.01Aeom+7.5(Nbrt1) Fati Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 21.1 SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by/,canvas www.gocanyas.com EC:67F089-8EFF-4%'B4-B8'5C-939815FD4FQA r s f HOME NE '.Y ,, X ERS L J, �E AG LC .......... ........................................... Air Leakage Report 185 Ridgewood ave. Unit F Test Mode Hyannis Depressurization 04/16/2019 Test Pressure <_ 50.0 Pascals Test Equipment 2015 IECC Energy Code ° ' ` Minneapolis " .�, u`dsE i`r� M � � W �t'1 Total Air Leakage or Air Changes Per Hour Gauge 183 1.68 " Conditioned Volume 6523 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation.Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100—ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bymcanvas www aoeanvas.com 986EOCB-CiF28-4 F81-AC19B-f A2DC735[ BBB f OME ENIERG; RATERS,: LLC . ..................... .......... -S . a Duct Leakage Report 185 Ridgewood F Test Mode Hyannis Depressurization 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis I Total CFM@25 Cr Total Duct Leakage Percentage 29.00 0.04 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test KRONOR�1111 Basement 774'_ C 29 ,Es 0.04 ��z�a�� ReyiVmp u tvF�.Y: 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvas www�Jf ocanyas.com 2B2B `QCD-685D-44F3-9969-A 9EEF2DF 58E .......... GY R OME ATERS LLC. H ENER ... ....................... TEDTI Ventilation Report Ventilation Tests Bath 55 2410 t :5 I Compliance Option#1:. Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(A, ) 2) Determine number of Bedrooms.(, i,Cawt) 3) Insert these number in the formula Below: Fan airflow(CF"=0.01Aeoor+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 ' 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 , 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by9rconvas www,gocanvas.com 2B2BF6C -68513.44F3-9969-AB9EEF2D85BE R`G RA..' 11 "..S. LLC H..WzE 'E T "R, IF, f ....................... OR G. Air Leakage Report 185 Ridgewood ave. Unit G Test Mode - Hyannis Depressurization Test Pressure 04/16/2019 50.0 Pascals Test Equipment 2015 IECC EnergyCode Minneapolis a . W � ■ Total Air Leakage or Air.Changes Per Hour Gauge 261 2.40 Conditioned Volume 6523 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bycf,canvos www.gocanvas.com 23450034- 1:3 -41"AF-BtD -L04i;396O 9C3D HOME ENE 111�1 11 AllRATERS. LLC..... ESTING Duct Leakage Report 185 Ridgewood ave. Unit G Test Mode Hyannis Pressurization 04/16/2019 test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis W Total CFM@25 or Total Duct Leakage Percentage 27.00 0.03 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test 1 774. C 27 0.03 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by�/,convos www.gocanvas.com 23450034-2 3(-4fAF-B7DE-04E3960 9C3D r e L HWE ENERGY RaE S, LLC .17,1 9 .............................................................................. ............... . STING.............................. .. Ventilation Report Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(AJ 2) Determine number of Bedrooms.LNk+t) 3) insert these number in the formula Below: Fan airflow(CFM)=0.01Aeoor+7.5(Ner+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM.. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvos www.gocanvas.eom 23450034.2"365-4FAF-B7DE-64B966F9G3DE HLLC RA. ,I ................. .... .......... ........... U, P.- Air Leakage Report 185 Ridgewood ave. Unit H Test Mode Hyannis Depressurization s Test Pressure 04/16/2019 j { 50.0 Pascals (3 Test Equipment "= � '" 2015 IECC Energy Code Minneapolis �F M Total Air Leakage or Air Changes Per Hour Gauge 320 2.94 Conditioned Volume 6523 This project meets the criteria for the following: 2009'International Energy Conservation Code 2012'�International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered b C u fa �.� ...., £ by VJtNW, nCaCtVas.Cpm' E3(����l;t�-;�,��".". ,.aE�,�� _pt"f � 2F iL7C?26215 Jf HOME ENERGY RATERS LLC ..................... y.. Duct Leakage Report 185 Ridgewood H Test Mode Hyannis Depressurization• 04/10/2019 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis Total CFM@25 or Total Duct Leakage Percentage 26.00 0.03 Total Square Footage 774.00 Maximum Allowable Leakage 30.96 HVAC Duct Test Basement 774 C 26 0.03 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvas www.gocanvas.com - 0 23368F-7 :Fi-4D(j7-ADC-E-33BBCC)=.61 ? a a r 4499 HOMEENEIZGG� RATERS LLC »r' ................... .............. .............................. �'F. , Ventilation Report Ventilation Tests rQ \ Bath 61 24 Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(6%,) 2) Determine number of Bedrooms.(&+t) ' 3) Insert these number in the formula Below: Fan airflow(CFM)=0.01kow+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75r 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by�rcanvas www.goca6vas.com ca6yas.com OB23368F-";E 1-41D6"-ADC€-33BBC:D961961 OM LLC H E, ENERGY R.- BU .. Ventilation Report Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(A 2) Determine number of Bedrooms. +t) 3) Insert these number in the formula Below: Fan airflow(CFM)=0.01An.+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 ' 75 90 1501-3000 45 60 75 - 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygrcanvos www.Cgocanyas.com EBGS-J541-'t7-394C-4 5B-A7 5-592F1DD26218 Streibert Associates -,Architects 508-945-1459 15 Linden Tree Lane,Chafharri,Massachuwtts 02633 Fax: 508-945 1734 27 December:201 8 Robert McKechnie,Building Inspector Roberi McKechnie@town.bamstable.ma.<us Building Department,Town of Barnstable 200 Main-Street Hyannis;MA 02601 '��_�RE: 185 Ridgewood:Avenue -"• Dear.Sir: I have inspected the referenced building construction.and find that,the straps;which join:the Ent,floor framing tothe second floor framing,:have been°installed as specified on the four:corners and along the: front and the rear sides specifically at the.demisingwalls between each of the 4 units.The straps are-f;xliy nailed according to the manufacturer's requirements. Sincerely; �6 r O� "ZIN C- .. F, r GiiAF ,',tvt; A: TheodoreP.Streibert AIA: ate# Principal cc: Dennis Mason,Seashore Homes'of Cape Cod denrus@seashorehomescapecod.eom f SYSTEM RECORD OF COMPLETION 4 This form is to be completed by the system installation contractor at the time of system acceptance and approval. It shall be permitted to modify this form as needed to provide a more complete andlor clear record. Insert N/A in all unused lines. Attach additional sheets,data, or calculations as necessary to provide a complete record. Form Completion Date: 4/8/19 Supplemental Pages Attached: 43 1. PROPERTY INFORMATION Name of property: Ridgewood Residences Address: 185 Ridgewood Ave, Hyannis MA 02601 3 " Description of property: 8 unit townhouse apartments G«}, t Name of property representative: Dennis Mason r , Address: PO Box 4625,Dennis MA 02638 Phone: 774-487-8086 Fax: E-mail: 2. INSTALLATION,SERVICE,TESTING,AND MONITORING INFORMATION -� m Installation contractor: Seaside Alarms Inc. Address: 1265 Route 28,South Yarmouth,MA 02664 Phone: 508-394-0599 Fax: 508-760-2830 E-mail: paul@seasidealarms.com Service organization: Seaside Alarms Inc. Address: 1265 Route 28,South Yarmouth,MA 02664 Phone: 508-394-0599 Fax: ..508-760-2830 E-mail: paul@seasidealarms.com Testing organization: Seaside.Alarms Inc: Address: 1265 Route 28,South Yarmouth,MA 02664 Phone: 508-394-0599 Fax: 508-760-2830 E-mail: paul@seasidealarms.com Effective date for test and inspection contract: 8/21/17 Monitoring organization: Centra-larm Monitoring Inc. Address: 994 Candia Road,Manchester,NH 03109 Phone: 603-623-7930 Fax: E-mail: Account number: 61-7196 Phone line 1: 508-771-1925 Phone line 2: Verizon Cellular Means of transmission: Digital and cellular communicator Entity to which alarms are retransmitted: Hyannis Fire Department Phone: 508-775-2323 3.' DOCUMENTATION On-site location of the required record documents and site-specific software: With fire panel 4. DESCRIPTION OF SYSTEM OR SERVICE This is a: ®New system ®Modification to existing system Permit number: E-19-47&48 F-TBD NFPA 72 edition: 2013 4.1 Control Unit Manufacturer: Silent Knight Model number: SK-5208 4.2 Software and Firmware Firmware revision number: SKSS 3.64 4.3 Alarm Verification ❑This system does not incorporate alarm verification. Number of devices subject to alarm verification: 2 Alarm verification set for 30 seconds copyright®2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. p (p. 1 of 3) h SYSTEM RECORD OF COMPLETION (continued) 5. SYSTEM POWER 5.1 Control Unit 5.1.1 Primary Power Input voltage of control panel: 120 volts Control panel amps: 2.75 Overcurrent protection: Type: Breaker Amps: 15 Branch circuit disconnecting means location: in closet Number: 5.1.2 Secondary Power Type of secondary power: Battery Back-up Location,if remote from the plant: at control panel Calculated capacity of secondary power to drive the system: In standby mode(hours): 24 In alarm mode(minutes): 5 5.2 Control Unit ® This system does not have power extender panels ❑ Power extender panels are listed on supplementary sheet A 6. CIRCUITS AND PATHWAYS Pathway Type Dual Media Pathway Separate Pathway Class Survivability Level Signaling Line N/A Device Power 0 B Initiating Device 18 - B Notification Appliance 4 B Other(specify): Low temperature thermostats 2 B 7. REMOTE ANNUNCIATORS Type Location N/A N/A N/A N/A 8. INITIATING DEVICES Addressable or Type Quantity Conventional Alarm or Supervisory Sensing Technology Manual Pull Stations 0, -- Smoke Detectors 2 conventional Alarm Photo Duct Smoke Detectors 0 Heat Detectors 0 Gas Detectors 0- Waterflow.Switches 10 conventional Alarm switch Tamper Switches 8 conventional supervisory switch Copyright©2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. (p. 2 of 3) SYSTEM RECORD OF COMPLETION(continued) 9. NOTIFICATION APPLIANCES Type Quantity_ Description Audible 26 24 Low frequency horns-3 per unit&2 waterflow bells Visible 0 Combination Audible and Visible 2 Exterior horn/stobes 10. SYSTEM CONTROL FUNCTIONS - Type Quantity Hold-Open Door Releasing Devices N/A HVAC Shutdown N/A Fire/Smoke Dampers N/A Door Unlocking N/A Elevator Recall N/A Elevator Shunt Trip N/A N/A N/A 11. INTERCONNECTED SYSTEMS ® This system does not have interconnected systems. ❑ Interconnected systems are listed on supplementary sheet 12. CERTIFICATION AND APPROVALS 12.1 System Installation Contractor This system as specified here has been ins led according to all NFPA 51andards /cited herein., Signed: ` Printed name: / �f� ove Date: fc Organization: _ c,�/ ��_ Title: Phone: 12.2 System Operational Test This system_ asspecified here' has 1psted according to all NFPA standards cited herein. Signed: / Printed name: Ne /�¢vl" j)L"? Date: Organization: �'_�,� d2_ Title: 7�— [�-httiG 2%-kA Phone: 12.3 Acceptance Test Date and time of acceptance test: D� Installing contractor representative: Testing contractor representative: Property representative: AHJ representative:�`•I Copyright©2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. (p. 3 of 3) Fire Alarm Plan - Ridgewood Residences f 185 P.�, Ridgewood Ave, Hyannis, MA 02601 am M BELL-GONG Q VALMAMPER07 tit• Building #1& #2 are identical layouts. SPLAKRRfF OR" (Xic RN+LIQIHT l 3a �1 Al�(yr s �o � ot1oxs DOT PJU QP /y p^7'•i1"!1 .•ti• �•....«w.�l&Y �-.S �I •Mwr�1f� � c "«...�• •,y .,,,.l�+f,w �� �� � -..F���i.'�r� 1 �\r({ Ir, /�. i..d'.F.+wwAW4.�fA.�: - .,••""' �� �� «,1 tt 1 t F.a1:11:•t1 `�...,, ,.� '[�^�ri:lr .� /',1�{' ! ^� �?.t,C�� t "�J�t"•...� ��r.�FFwr��. ,.(,.,1_ _ _ '��,.�1..r _..s.•....t �...- --'� t 'i R�•-.=st.. t,.., i �'".;'�"�^•S ''�''^S�1 ' ..i.:�.a�w,W�,tiils.,, 4;.. ,•. �, 1 I inlnp_„�� �� ;` { i}r in f f _ � � �'• IAatlt '° 1 � �"� I>•�tit>r �t i i 1 t t~riI. ,� �� � �� It 1, I�dbl � ii ! .,, •q" �l�t�l. � , ,,rh , .. ) LF". �. ��•.:..�� `+ .r �'� �"... �!"wel ..r � .�'.;� "� _� �a+t cu u� w�i. 4+� .....� "^31 Ili! 1 `. (i15'.:i•;•,'ia�! 4 �'•. '�?�1c+F5! Living +( 1 Livia p I 41 C �.F - w _ 22 (( r ,�, �;�..`Y�•rl.,t, •.�"i� � ..•.«W1;�,cd+�7A:Rt NMX'- � .. n•'_^�,ssw •My.«,M..'J ,r`.. 71 W;-'kl9aiIUSK r•l;ll)iCI`irr('lan Sllt4k3lLiNT.�tiO^(.47'LS :fir:th=A 5::1+hrti:fts.mcs,luc, l"ly= ?Itltlr.rlii iu4(4rn J� I Lsxkil l.cc tune Ito ft111vnwmcl M i'n Alt Spaa:t ltzlL�I (•'S,I I{ j '(3�f"pxa®++^ .Qy.•+� Y i6 .tf }i s. .. A° � � eyq _ t a `. • � t � }. € E :aft Y - - fg a $ �`"^f-2 may: Fyp9 N'+ �•'�^`'�['i 2 k" z '� �'1 c�,xE�rn°.;-.'�'w' �•� � .�' sEnT§�, rw' :��r�Ac S�`.-,x �, . Prole dame Rid ewood Residencesµ �StandbyiioursT 24 "� } 2 xPrO)ect ID.185 Ridgewood AveHyannis " ' tAlarm 11JIins 5 r 4 Prepared By Seaside Alarms Inc �Derating Factor 1 2 • � Date 12/26/2018 s0". Voltage Drop Warnings • 1 3 x.y(4� .g ,"' '"'a s�`w'`` dt'' ',z ,E7rs"; °n ' :�- re5h01d%: 10 rN anel iD SK-5208 ModeSK52013 Flre Alarm Cont�ol�Panel MaxpNAC Curfent 3 O=Amps Logtson u S rinkler Closet �votts,: 4�UDC �k Max Panel urrent �6 0' psi '� s .-_.�. F _X-.:..✓• '`Si' r"k• PL:.. . Ckt C rci ft Name urrent raw jwf AWG .Ot ors Per,Xengtntft), Actual Volts :.:¢. - ,� • Standb.° Iam1 � 8`T, e .��1000Ft: One-1fU <<Ok�.rrisEOL ." 3 . ._, P ;ASK 5208l SK-5208 Main Control {_ 1 " 0.140 0:550 � �+ SK 5217, SK-5217 Zone E r1 0.060 0.260 SK 5235 z SK-5235 LCD Remote "� 0.000 0.000 5 y =T f, , � . f SK 5280 SK-5280 Display Mod 0.000 0.000 Ilk �a ` ? SK 5220 SK-5220 Dir Con Mod 0000 0.000WA ;rSK 71831 SK-7181 Zn Cnvtr 0.000' 0 000 v F`" IQG1 Initiating Device Ckt 1 0.000' P � & r IDC 2� Initiating Device Ckt 2 0.00.0 IDC 3�� Initiatin Device Ckt 3 0.000 DNA" �t a� � �5 t IDC-4 InitiatingDevice Ckt 4 0.000': a IDG5� Initiating Device Ckt 5 0.000 IDC fi Initiating Device Ckt 6 0 000 IDGZ Initiating Device Ckt 7 0.000 t kk;!� x °. rt tDGB Initiating Device Ckt 8 0 000 "IDC 5 Initiating Device Ckt 9 0.000' �%N 74�U` A -AIM IDC 10 ,Initiating Device Ckt 10 0.000 IDC 1x Initiatin Device Ckt 11 0.000 'r `, IDC 12 Initiating Device Ckt 12 0.000DtA*'a<. fIDC 13 'Initiating Device Ckt 13 0.000 IDC 14 Initiating Device Ckt 14 0.000 �NA'"' k • a � � . Initiating Device Ckt 15 0.000' DNA"' 4-1 , ' t ` IDC';16 Initiatin DeviceCkt16 0.000 DNA'* " � '; fi^` �. .r`...-o'e *b IDG17 Initiatin Device Ckt 17 0 0.00 NA* % � w xa � N bra IDC1$ InitiatingDevice Ckt 18 0.0001 fi� � , MA IDC-19 ......Ming Device Ckt 19 0.000NA",; tDG20 or Device Ckt 20 0 000, ''Initiat IDC 21 Inacfive Add SK 52171 0 000 �mIDC-22�Inactive Add SK 5217 0.000 sa Seasd, IDG23 tnastive Adtl SK 5217r 0.000 NA • � . IDG24 lnactive Add SK 5217 0.000NA r; _ s IDC 25 Inactive Adcl SK 5217 0 000NA I6C26 tnactNe Add SK 5217 0.000 IDG27� Inactive Add.SK 5217 0.000. NA" ;> IDC28�Inacfive Add SK 5217 0.000. - s - - - »�,`• }§�, ���� A`,Mj, ���� -'`�- `�`�a.'�re�� '���'r�:'�.�r� ram• � �._ IDC 29 Inactive Add SK 5217 _1 0 000 NAB �, IDC.3U Inactn►e, Add.SK,5217 := 0.000. NA� ". ''�; •:. f o NAC Not cation A I Ckt 1 0.000 "1.120 #14 Solid 2 52 , 300 8.30% - iA_C.'2 << Notification Appl Ckt 2 0.000 0.760 1#14 Solid .2 52 x 2001'01 19 63 3.76% P NAC=3 Notification Appi Ckt 3 0.000 1.120 #14 Solid 2 52 150 0 76 19 55 4.15% NA--W Notification A !Ckt 4 0.000 0.760 #14 Solid V'2 52y 100 W50� 20 02 1.88% w.",7 Aux Power Out 0.000 0.620 #12 Solid ��1 59� �U 00` 20 40 0.00% ,Totat':StandlrCu ent Amy sj; 0.200 5.190 Total Alarrr►Curent Arri`'s r x ,;5; Stand6'Time IiHours, 24 4" 0.083 Alarm Tme ln,ilAinutes./,60 ,. 5 Mm _T:otel_ taridb.AH`(2' U-Wd 4.801 .�Q_433"Tot kAla AW � ArTota'I Combinetl Ali Ruired: 5*23 Command Shortcuts Configure Circuits Print Page Minimum Batte ,Am 'Hours,Re cared Frt628x * The SK-5208 and SK-5217 limits alarm current to 95mA per zone. The SK-5208 alarm current includes 10%of system zones in alarm,but in no case less than three zones per UL 864. Applicant ID No "123867-002 Service Center No:0 Expires: 31-MAR-2019 CERTIFICATE OF COMPLIANCE THIS IS TO CERTIFY that the Alarm':Service Company indicated.belowis included by Underwriters . Laboratories Inc. (UL)in its Product-pirectones".as eligible to use-the UL Listing Mark in connection with - Certificated Alarm Systems`..The;only evidence of compliance with UL's requirements.is the.issuance of a UL Certificate for the Alarm:System and the Certificate is current under;UL's Certificate.Verification Service.'. This Certificate does not apply m any way to"the_communication,channel_between the protected property and any facility that monitors signals from the protected property unless the use of.a lJL listed or.loss if `Al:Alarm. Transport Company is spediified'on the Certificate: Listed Service From: MANCHESTER,:°NH Alarm Service Comaanv 4123867.002) ;Service Center:(123867:002) - CENTRA-LARM MONITORING IN*6. CENTRA-LARM flAONITORING INC 994.CANDIA RD 994 CANDIA:RD MANCHESTER NH 03109 5201 MANCHESTER NH 03109-5201 ' The Alarm Service Company is listed inahe following Certificate Service Categories - a a> �� M �< File-Vol No. CCN Lrsttna Cateaory XL as �' :a BP107241 CRZM O',Vk,Monitoring Stations,:National Industrial Security` i. S5113-1 UUFX^ [$ignal--and:,Fire'Alarm Eouipmentiand Services](Protective Signaling Services)Central Station 2VW s r� r ; n Y } - J - �F3,.. `.2J4'k - ***THIS CERTIFICATE'°EXPIRES ON 31-MAR-2019*** - t "LOOK MR, Tti-iE UL ALARM SYSTEM(CERTIFICATE" r Mtr� P1,5. t 1 J B ENGINEERING, INC'. o 96 RESERVOIR PARK DRWE ROCKLAND, MA, 02370 e(� Tel:781471-8277. Fax;781-871-0156 www.jbengine@aol.com March 21,2018 FIRE PROTECTION NARRATIVE Project Site- 185 Ridgewood Ave Hyannis MA JAMM N. �yG • MdiUGtt N c FIRE FRO'if OON No.. ;72 BASIS(METHODOLOGY)OF DESIGN Section 1 -.Building Description 1.. Building"Use"Group: 780.CMR Residential 310.0 2. Total Square foot ofBuilding See Architectural drawings 3. Number of floors Basement&two floors above grade 4. Type(s)of occupancies(hazards): Light hazard 5- Type(s)ofconsttvction;. Wood Construction 6. Height storage of commodities NIA 7. Site access arrangement for Site accessible emergency response vehicles Section 2—Applicable Laws;and Governing Codes i. Building Code: Massachusetts State Building Code;78()ChM. 9ih Edition 2015 ,.IBC&IEBC code 2. The foilowing.sections of chapter 9(Fire Protection.Systems)relate to this facility 3. All_ofsection901-2.1 4.. `Local Fire Prevention.Requirements 5• Applicable Sections of M.G.L..,Chapter 148 Fire protection 5_ Applicable Federal Laws such as OSHA,ADA,etc. Section 3—Design Responsibility , 1. J B.Engineering,Inc.is providing sprinkler plans calculations and narrative The design will be`tiased on.Eire Protection Systems,.Ch of the Narrative Reports_. apter 9,Guidelines for the.Preparation 2- The professional F'ue Protection Engineer of record will be James N McHugh,Massachusetts_ No.38572 for the sprinkler system only.. i Section d—Fire Protection System to be installed 1`. Sprinkler System a. The sprinkler system is anew wet type sprinkler system b. New.2."underground.to be installed c: 1-1)2"Backflow/Riser located m.dog house d. I-1/2"Floor Conttol.valves to be installed to isolate units located in dog house e. All heads to be Quick Response £ The sprinkles'system will meet the NFPA 13,2013 criteria and the Hyannis'Building and Fire Departments. Section 5—.Special.Consideration and Description 1. Sprinkler System a. The sprinkler system will be based on "prescriptive..code requirements,. No variances will be required. b. Maintenance,inspection,and testing.will be done-as per NFPA.13, 2013 Section 6—Sequence of Operation 1_ Sprinkler System a. Wet System—When a single heat activated sprinkler fuses and discharges water;pressure switch at the main sprinkler rise assembly is actuated and sends an'alarm signal to the main,fire alarm control panelAh addition to the rise main flow switch individual floor flow switches with notify the Hyannis Fire Dept: Section 7—Testing Criteria 1 Sprinkler System a Notify the authority having jurisdiction and Owner's.representative of the time and date of all testing b. Perform all required acceptance test as required by NFPA 1.3,2013 C. Complete and sign the appropriate Contractor's material and test Certificate(s). Annroval Requirements The following approvals are necessary prior-to the start of work.- Approval of Sprinkler.plans; 2• Permit from l©cal Authorities no work is to proceed uptil all.perfnits have been obtained, 3. All spiinklerwork.is.to be performed-by a Registered Massachusetts Sprinkler Contractor. -2- H Y D: R A U L I C C A L. 0 U' L A T I O.N S'. COVER SHEET Building Located at 185 Ridgwood Aae Hyannis W A.T E R S U P P L Y STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 68 RESIDUAL FLOW (gpm) 1150 B O O S T E R P U M .P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM: SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 8 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .1.56 THIS SPRINKLER SYSTEM WILL DELIVER. A DENSITY OF ..156 gpm/sq. ft. FOR A. DESIG14 AREA OF 400 SQ. FT. OF: FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 6.3.23 gpm AT A PRESSURE OF 54.91 psi AT THE -BASE OF THE RISER (REF- PT, 3.) PIPES USED FOR- THIS SYSTEM 001 SCHEDULE 40 002 SCHEDULE, 10 Building Located at. 185 Ridgwood Ave Hyannis PAGE. 1. ~ SPRINKLER .SYSTEMy ANALYSIS TO~SHOW- THE' NMAXIMUMDENSITY�AVAILABLE'LN ~-s~-~ ~~~�«~ y.yry--ry�NyM1-N Y T--- -ZERO YPRESSURE REMAINING--yy_ -y- F- NNryy,-..-Nyyh HZ THE FOLLOWING SPRINKLERS ARE OPERATING IN: ( l TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 j ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (.psi)---- ft gpm Total Velocity Normal 20 5.60 0.00 17.93 10.25 0.00 10..25 21 5.60 0.00 18.,30` 1.0.68 0.00 10.68 22 5.60 0-00 16.45 8.62 0.00 . 8.62 .23 5.60 0.00 16.81 9.01 0.00 9.01 THE SPRINKLER SYSTEM. FLOW IS. 69.49 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. I IS 250.00 gpm ( l THE INSIDE HOSE [ ] -RACK SPKLR'S. ( l YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM. DENSITY. PROVIDED BY THIS SYSTEM IS, 0.771 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR . AT REF, PT. 1 <- STATIC PRESSURE 70.00 psi RESIDUAL PRESSURE 6.8.00 psi- AT 1150.00 gpm. TOTAL SYSTEM FLOW 319..4.9 gpm AVAILABLE PRESSURE 69.81 psi AT 3.19..49 gpm . OPERATING PRESSURE 69.81 psi -AT 319.49 gpm PRESSURE. REMAINING 0.00 psi , THE- ABOVE RESULTS INCLUDE 51.00 psi FRICTION LOSS AT REF_ PT. # 3 FOR A. ( l BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Building Located at 185 Ridgwood .Ave Hvannis ------------ --. - .--_-__-__ - - -_-.-..- -- _ ___ _ PAGE 2 HYDRAULI ---` y---------------- CAL�UI.ATIONS NAT~SPECIFIEDtiDENSITYy--yN4»-NNLyNN�~~~~---- -----" THE FOLLOWING SPRINKLERS ARE OPERATING'IN [ } TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA' Elevation Of sprinklers = Elevation above water test. REF_ PT. K- ELEV. FLOW --- PRESSURE ft (psis;--.-- , 9Pm Total VelOCity Normal. 20 5.60 0..00 16.2.9 8.46 0.00 8._46* 21 5.60 :0.00 T6.66 8.8:5 0.00 22 5.60 .8.85 23 . 0..00 14,98 7.15 0.00 7.15 5.6..0. 0:00 15.30 7.47 0.00 7..47 'THE SPRINKLER. SYSTEM FLOW IS 63.23 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO.. 1 IS [ ] THE INSIDE HOSE 250..00 gpm [ ] YARD .HYDT. FLOWis [ ] RACK S.PKLR S. THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM. IS 0.00 gpm 0.1.56 gpm/.sq.. THE FOLLOWING 'PRESSURES & FLOWS' OCCUR- ---> AT REF. PT.. 1. <_-- STATIC PRESSURE 70.00 ; RESIDUAL PRESSURE ps 68.0:0 psi AT 1150,.00 :gpm TOTAL SYSTEM FLOW 313.23 gpm AVAILABLE PRESSURE 69.82 psi AT 313.23 gpm OPERATING PRESSURE 59.32 .p PRESS si AT 313.23 gpm URE REMAINING. 10.50 psi. THE. ABOVE RESULTS INCLUDE. 5.00 psi FRICTION LOSS AT REF". PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ) METER C ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Building LOoated at 185 Ridgwood Ave Hyannis -- -- ------------ --N-- -------------- PAGE 3 FITTING Equivalent Len -- �_'�'� - `-- --- ----------- Length per NFPA 13 1994,-6-4.3 ~~ ~~y indicates Equivalent Length. !T°' Indicates Threaded Fatting ~~ `1=45 Elbow,' 2=90 Elbow,-3='T'/Cross, 4=Bu:tterfly Valve, 5=Gate Valve; 6=Swi.ng Check Valve FROM TO -`FLOW PIPE FITS EQV. H-W PIPE DI A. FRIG- ELEV. ---Y2�-(9pm) (ft) (ft) C TYPE PRESSURE (psi) (in) {psi) (psi) Pt Pt RIFF Pv Pv - �.- �...-63.•� « 75-0'O- �.-..:...-.,.- !..�.-,..�.w.w.. ------ - ----y..y.NNN„L.R.1l..%..1�......-..-...�vw pn Pnr-..�.235 9.98 140y 0 1 2.250 0.020 .000 59.32- 57.62 -- � 1.7p- 2 3 63.23 .3.00 2553 9.00 120 T 1.610 0.13.6 1..083 57.62 54.91 1.63 3 4 63.23 5.00 26 11.60 120 1 1.610 0.136 2'.167 54.9l 45.49 7.25 4 5 63.23 4.00 2 3.22 120 2 1.682 0.110 0.000 45 A 9 44.70 0.79 5. 6 63.23 3.00 256 11-60 12.0 1 1.6.10, 0.136 G.000' 44.TO 42.71 1.98 6 7 63.23 61.92 2 2.20 120 1 1.380 0.288 0.000 42.71 24.18 18.53 7 8- 63.23 4.75. 2 2.20 120 1. 1.380 0.288 0.000 24.1.8: 22.18, 2.00 8 9 63.23 7450 2 1.70 120 1 1.049 1.094 -3.250 22.18 15.37 10.07 9 10 63.23 3.25 0 0.00 120 1 1.049 1.094 . 0.000 15.37' 11.81 3.56 10 11 32.95 7.00 0 0..00 120 1 1.049 0.3.27 0.000 11.81 9.55 2_25 20 11 16.29 0.17 3 4.20 120 1 1.049 0.089 0.00.0 8'.46 9.55 21 11 =16.66 3.83 3 4.20 120 1 1.049 0.093 0.000 .8.95 9.55 =0..71 22 10 -14..98 8...17 3 4.20- 120 1 1.049 0.076 0.000 7.15. 11..81 -4.65 3..71 8.09 Building Located at 185 Ridgwood 'Ave. .Hyannis huh ----- --------- .-__-_- PAGE _.���.�hN�N-. . __ _ " 4 .VNhNNN----emu------�%N.- w.--ti.�.------- FITTING Equivalent Length ,per NFPA-I3-199.4, 5-Q_3 Indicates Equivalent Length.. 'T' Indicates Threaded_ Fitting --1=45 Elbow, 2=90 Elbow.,. 3='T'yCross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing: Check Valve FROM TO FLOW PIPE FITS E V. -- — - -- Q H-W PIPE DIA, FRIC. ELEV. PRESS (gPm) (ft) ( ORE (psi) C TYPE (in) • (ps' ). (Psi) Pt Pt DIFF Pv Pv ---------------------.-»k------ ----�� NN Pn Pn 10 -15.30 3.83 3 4.20• 120~ -'vNMNNkN _r 1 1:.049 0.079' 0 000NN 7.47 11-81 zz-4.34 3.71 8.09 A MAX, VELOCITY OF 23.47 ft./sec. OCCURS. BETWEEN REF. PT. 9 AND 10 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North K ngstbwn R.I. II-S.A. WATER'St1PPLYlDEiulANO GRAPH 158;00 _—Bu ►9 Located at 185 Ridgwood dive Hyanni140.00 130.00 P R -- - 80.60 70.00 60,00 R Sow 30. Go 1.0.E 00 Son 1500 2000 Supply., 6$.00 psi @ 11:�,-O:QD gpm Deri�a�n�:50:� �i _ __ FLOW P. 313:2:3:g ,li:; HYt7. RAUL. I C C' ALCUL ' T IONS COVER SHEET Building Located at 185 Ridgewood Ave Hyannis 7 Second Floor W A. T E R S U P P L Y STATIC PRESSURE (psi) 76 RESIDUAL PRESSURE (psi} 68 RESIDUAL FLOW (qp ) 1150 B .0 0 S T E R P U M P S NUMBER OF BOOSTER PUMPS. 0 S P R. I N K L E R ,S MINIMUM� FLOW PER SPRINKLER (gpm) .16 MINIMUM PRESSURE PER SPRINKLER (psi) 10..66 THIS SYSTEM OPERATES AT A FLOW OF 11-90 91M AT A PRESSURE OF 49.27' s`i AT THE BASE OF .THE RISER (REF:.. PT. 3) F PIPES USED .FOR THIS SYSTEM 001 SCHEDULE 40 009 BLAZEMASTER CPVC Building Located at 185 Ridgewood Ave Hyannis —Second Floor PAGE 1 SYSTEM ANALYSIS To SHOW HMAXIMUr?~FLOW~y ~. - -_'-- --_« -�-- - ---------- 4yWITHYZERO«PRESSURE REMAINING N««N w. ryMN-«» THE .FOLLOWING SPRINKLERS ARE OPERATING IN: �Nyry»N«« hN TEST AREA 1 [ ) [ ) TEST AREA 2 [ ) TEST AREA 3 [ ) REMOTE AREA Elevation. of sprinklers = Elevation above water :test. REF. PT. K ELEV_ FLOW _ £t --- PRESSURE (psi)__-- JP'M Total Velocity. Normal., 70 4..90 17..5.0 19.04 IS.09 71 4..90 11.50 19.04 15.10 0.00 15.09 72 4.90 17.50 0.00 15.10 73 4..90 17.50 19.59 15.98 0..0'O 15.98 15.94 0.00 15.94 THE SPRINKLER SYSTEM FLOW is ' 77:23 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ THE INSIDE HOSE [ ] RACK SPKLR'S. 100.00• gpm L 7 YARD HY.DT. FLOW IS 0: 00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR -`-> AT REF. PT. 1 < -- STATIC PRESSURE 70..00 RESIDUAL pRESSURE psi TOTAL SYSTEM FLOW 68..00 psi AT 1150.00 gpm AVAILABLE PRESSURE 177.23 gpm p59.94 psi AT 177.23 gpm OPERATING PRESSURE 69.94 psi PRESSURE REMAINING AT 177.23 gpm 0.00. psi THE .ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER E I DETECTOR CHECK VALVE [ ) METER [ ) OTHER DEVICE Building Located at 185 Ridgewood Ave Hyannis - Second Floor .-� HYDRAULIC~, �� ��� .��-----���� �-,...-----���.:,�����_.-PAGE�y�2 --.. -- -- � L yCALCW ATIONS�ATiSPECIFIEDsFLOW J TEST AREA THE FOLLOWING. SPRINKLERS ARE OP �`_ __ ~~- ____--�_�-� �-��y� 1 [ �. TEST AREA 2 OPERATING 1N: [ ) TEST AREA 3 I 1 REMOTE AREA Elevation of sprinklers =Elevation above water test. REF. PT. K ELEV. FLOW ft - PRESSURE fRSJ---- 9P� Total VelocitY Normal 70 4.90 17.50 71 4..90 16.00 10.66- 0.00 72 17_S.p 16.00 10.66 10.66 . 73 a.90 17.50- 1610.66 :45 1.1.2.6 0.00 1D.26 16.45 1�-21 0.00 11.27 THE. SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS b4-90 gpm. THE INSIDE HOSE t 100.00 RACK m � ] YARD HYDT. FLOW SPKLR S. is gp THE FOLLOWING PRESSURES FLOWS OCCUR '0 00 gpm ---> AT REF. PT. 1 <--- STATIC PRESSURE RESIDUAL PRESSURE 70.00 psi TOTAL SYSTEM FLOW 68-00 psi AT 1150.00 gpm AVAILABLE PRESSURE 164.90 gpm OPERATING P 69.95 psi AT 164.90 gpm PEtESSiJRE REMAINING 53.84 ps. AT 1'64..90 gp�n. 16.10 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF, p BACK�'I,OW PRE VENTER T. 3 FOR A: [ ) DETECTOR CHECK VALVE [ 1 METER [ 1 OTHER DEVICE ' Building Located at 185 Ridgewood Ave Hyannis - Second Floor PAGE 3 FI.TTING~Equivalent Length~Per~NFPA~13 6-4..3 -� '-` Indicates Equivalent Length. 13 1994,: 6-4..3 -~ -~� -~-_ >�"-�_'_ �.1=45 Elbow, 2=9p :S�oyd, 3=*T•. 'T' Indicates Threaded Fitting _ /Cross, 4=Butterfly 'valve; S ate Valve, 6=Swin__=_- _-- g; Check Valve FROM TO FLOW - -' ="-"-- FITS ---- PIPE _---__- EQV= R-W PIPE DIA.. FRIG. ELEV (gpm) (ft) (ft) C TYPE ; PRESSURE (Psi) {-n) (psi} .{Psi) Pt • Pt DIFF Pv Pv 2 64,90 75.00 235 9.98 .N140 1_ ry2.250 --0.021-.0.0-----------N----------- -- ..0.6 1. ,8 2 3 64-90 3.00 2553 9.00 120 1 1.610 0.143 1.083 52.06 49.27 1.71 3, 4 64.90 5.00 26 11.60 ' 120 1. 1..6-10 0,.1.43 2.I67' 4'9.2? 39.73 7 I .37 4 5 64,90 4.00 2 . 2.60 120 1 1;610 0.145 0.000 39.73 38.79 0.94 5 6 64..90 3.00 256 11:60 120 1 1.610 0.143 0:.000 38'.79 36,71 2.08 6 50, 64,90 54.50 2 5.30 120 ' 9 1,400 0.282 0.000 36.71 19.87 16.84 50 51 32.90 1.50 0 0.00 120 9 1.1.09: 0.249, 0.000' 19.87 19.50 0,37 51 52 32.90 10.00 2 4.64 120 9 1.109 0.249 4.383 19.50 11,53 3.64 50 60 32..0.0 13.25 0- 0.06 . 120 9 1.4:00 0.076, 0.400' 19' .87 18.86 1.01, 60 61 32.00 0.67 0 0.00 120 9 1.109_ 0.236 0.000 18.86. 18.71 0.16 61 62 32.00 10'..00 2 4.64 120 9 1..109 0..236� d_333 18.71 10.91 91 3.46 70 62 -16.00 0.50 3 3.31 120 9 1.109 0..065 0.0100 10.66 • 10.91 -0:25 71 62 -16.00 a.so 3 3.31 120 9 1..109 0.0:65 U 000 0.66 IQ:gI - 0.25 Building Ldcated at. 185, Ridgewood Ave .Hyannis- Second Floor - ---.,------ . FITTING Equivalent Length per ~~~~ PAGE 4 ~�~ ~---" ---- Indicate. E p NFPA. 13 1.994, 6-4-3 ---- ---�-'� Equivalent Length. 'T' Indicates Threaded- Fitting I=45 Elboiu_, 2=90 Elbow, 3=* ' T /Cross, 4=Butterfly Valve, S=Gate Valve 6=Swi FROM TO _---- ---�-_ ----- -----_ . ng Check Valve FLOW PIPE FITS EQV- H-6d PIPE DIA., FRI-C,.rg�,EV ( ) (ft). PRESSURE (psi) fft) C TYPE (in) (psi) (psi) Pt Pt RIFF �.� Pv PV 72,�52 --_--.------.....-----_--- Pn Pn. . =16.45 0 50 3~ 3..31 . 0.000� ------ -- ---- -..:.... --- --- 120 9 l_iQ9 0.069~~ .000; I1-..26 11..53: -0.26 73 52 -16...45 0.50 3 - 3.31 120 9 1.109 0.069 0:000 11.27 11.53 -0.25 A MAX. VELQCITY- OF' 13:_52 ft../sec„ OCCURS BETWEEN REF. PT. 6 AND 50 Sprinkler-CALC Release 7.,2 Win BY Walsh Engineering Inc. North Kingstown R.I. U.S.A. 4 �W�T RSUPPi:Y Buidng Locate at 185 Ridgemod Ave H`annis-Second Flo 4+4 120.00 11000 rJtJ.VCJ 3 f"` � i i �_.v.l..._�.,.-.,.f ..,,,. f ,.�__ �._'-'_ i y'-'-----i..._v.._ moo 71 +� 7a oo f _ 50.00 3D:[ID 20.00 laoc f 0.00 ( suopfy: 68-08.psi. 1.150.00 gprn 1500 2 D De FtClk�' ri-►and- 53.84 �i' 164 'gp --- ._ Sprinkler- 7.2 ire � ' - r r 1 ti l 0 , l ' � PU.Box 335 Rockland,Mti 0237U SC 408 V Fks �; 4_fk ' T 78]87i OI31 F 781878 4799 �`H�$dr-aunt Flow Test 1 ; lots Towu of "HyaIRA b - tnot -ON 11Taine flu Biflin Address ISM t � e�soo d Crty:µ�#�n'n� S State f ' L3 Date 3 t `3 Time of test•' �1 as �+ xzpi got yO iLocaton of Test:: !S� Z,���woac� K _ Distance between, o,a ydran## l ycirant'# 1, t<X ; Aod H 2 � eet Hydrant# _/ "static• '7o PSI Lock tion + r2 �mod rx Manmfacture/Type of-Hydrant. 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Z{� -�:� d ��-..v `'�-"'s'. <v�.�.;.#�. �*. 1e.-��Nx 1= i✓.A; �, � r1, r zs�' f.-.f7 �`f�a' � t 1�c f'� `r. ..a..�`.. ,T'.,�:...n x{ y.." T`�.:.-°' � '?"n'�ja�''a.K`5"� '"e�"->,r,��'y'` 4 ".'�,,�,-3-i�� :.w.x: •�,`�� .� sY� -�. +.zz��`-r�` ,.��, �x$���i�'s ..�'�����,'z-F��':�a,;_. �.��, i Q�'ItopmFiy> `Town of Barnstable �px Planning & Development,Department MAS0. y, www.towndfbarnstable.us/pkinninganddevelo men '"Qseaaµs�"� Elizabeth Jenkins,AIQ Director MEMO TO THE FILE Date: September 19, 2018 The Applicant,Seashore Homes, Inc.;was granted a RegulatoryAgreementfrom the Planning Board and Town Council,which was.sign:ed by Town Manager on Septernl'er 18,201.8 Paragraph 3 of the Regulatory Agreement requires an Affordable'Housing Restriction be recorded atthe senior :encumbrance at the time of recording the regu atoryagreement. The Affordable Housing Restriction described'in Paragraph 3 of the'Regulatory Agreement must be recorded prior to any granting of a certificate of occupancy. 200 Main Street,Hyannis,MA 02601(o)508-862-4786(fj 508-862-4784 367'Main Street,_Hyannis MA 02601(o)SW862-4678 if)568-86274782 Cal ..IV.. { Assessors map, and lot-"number .................... . n Sew { ; C mage Permit number '........................ �OFtHEt��y s TOWN OF BARNSTABLE t i BASBSTAut o pY- 0HIttDIll INSPECTOR' ; \� APPLICATION FOR; PERMIT TO:. '.���m 0 L 1 S�7......�/.Vv�L ............................. TYPE OF CONSTRUCTION .........�.RPA,f .. .. ......... ... ............e ........ 97.5- . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applii for a permit accorddiing to the following i ormAatiio�n:/ Location ' ....................,f ......... ProposedUse .............................................................................................................:.....................................I......................... Zoning .District ..... ... .... .............................. Fire District ............ - Name of Owner �7/ �K.��/V�.... �1��� .......l.A�ldress �I �SSQ �r9v. 4M.AlAJIS' ...... ............ ....................... ...... . .. . ... Name of Builder .. . T ....` /�. ................Address .........y17...�..l �l 7.w... ..................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ............................................................................... Exierior. .........................:..........................................................Roofing ........................................._. Floors ......................................................................................Interior ....................................................: HeatingPlumbing ..................................:................................................ Fireplace ..................................................................................Approximate Cost Definitive Plan Approved:by Planning Board _____________________________19________ Area .......................... Diagram of Lot and Building with Dimensions Fee /�a ' .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH, I hereby agree to conform to all the Rules and Regulations of the wn of Barns le garding the above construction. C .................................................... ... I ns Realty Trust 18102 demolish dwelling No ................:-Permit .for .................................... , ........................................ .......:................................ Location 1185 Ridgewood Avenue .................................................... Hyannis y ............. .............................................................. Owner ..........Mertes$..uavty..T.ru4x......... ` Type of Construction frame t, ....................... ............ ........................................ Plot .................. Lot ................................ _ r . December 11 75 .r ,+, � , " • E -, Permit Granted ...:.......... ....... �........19 l N Date of Inspection ..........:........................19 Date Completed ....l� ........................ r PERMIT,REFUSED ` .......................................... .................. 19 ...................... :............:.:.:.............. ..................... ......................................... • _ i .. .........................:.. ................ _ Approved _ E t ....................................................................... s t " ................... ........................................................ - 'Assessor's map and lot number .......................................... Sewage Permit number ............................................. ............. TOWN OF BARNSTABLE 33ARIFSTABLE. MAM 039 101 M BUILDING IRSPECTOR, APPLICATIONFOR PERMIT TO .............................6)............ . .. .............................. ... .. . .. ................................... TYPEOF CONSTRUCTION ...................... ............................................................................... ................................................1975 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applie0or a permit according to the following information: Location .............AIM................... ............................................ ..................................................................................... ProposedUse .............................................................................................................................................................................. Zoning District ...... .-9 ...... ........................Fi're District ..............................................................................Name of Owner //Vll� A'� wy"qA'IA�1s ........... .....;k4(.-.rX....Mess ..././............................................................................ Name of Builder ..............Address .......... ................................ ....................... Nameof Architect ...................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ................................................................................ Exlerior ..........:...**....—... ..................................................................................... Floors ........:.............................................................................Interior ..................................................................................... Heating ..................................................................................Plumbing .................................................................................... Fireplace ...:..............................................................................Approximate. Cost .................................................................... Definitive Plan Approved by Planning Board -------------------------------19--------- Area ................ Diagram of Lot and Building with. Dimensions Fee ....... ......................................./Vo F � . SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r C - Ndne�ie' ................................................................................ s Realty Trust A=328-226 18102 demolish it . . dwelling ' . . ' ` 185 Rid* �� �� ation � ...................................._-_-- ' . , Maa ' ^ Owner~ ^ ' of ' � . . . . � . |� ! ' � ' ^ . - Decembel 11 75 Permit Granted Date of Inspection ............. ..................19 Date Completed _ IT REFUSED , ' ' . . . . ................................................ lV ' ' . .................................... - ' ..---..._--. ---,------------,' . ..-.-.--`--....:-----.--.----.-,---. ' --' * -------.��i-.. lg Approved` ---�.- '-v . . -------.-------~.....--..---.—. . . . ------------.--------~----- . | | _" ti REGULATORY A GRFEMENT Seashore Homes; Inc, } 185 Ridgewood Avenue;Hyannis' This regulatory agreement("Agreement") is entere&into by and between the developer, Seashore.Homes;Inc. ("Developer")with a usual address of PO Box 462,Dennis,MA 02638 and the Town of Barnstable("Town") a municipal corporation with a usualaddress of 3.67 Main Street,;Hyannis,MA 0260=1, on this day o . ,.2018 pursuant to; Section 240-24.! of the Barnstable Zoning Ordinance and Section 168 of the Barnstable Code. WITNESS: WHEREAS,this Agreement.shall establish the permitted uses, densities, and parking within the ' Development (as hereinafter defined), the duration of the-:agreement, and any other. terms or � conditions mutually agreed upon between Developer and the Town; WHEREAS this A _ eement shall vest land use development ri M3 in the Property for the �' P g P ty duration of the agreement,, and such rights shall not be subject to subsequent changes in local development ordinances, with the exception of changes necessary to protect.the public health, safety or,welfare WHEREAS,the Towil is authorized to.enter into this Agreement pursuant to Chapteis 1.6.&and 240 of the Barnstable Code; WHEREAS,Developer will be the owner of the property at 185 Ridgewood Ave.,Hyannis; Massachusetts corisisfIng of 17,061t square feet(0.39t acres),shown on Town of Barnstable Assessor's Map,3.28 as Parcel 226, and which is more particularly described in the deed recorded with the Barnstable County Registry of Deeds in Book 142.10' Page 101('the Property"); WHEREAS,Developer is willing to commit itself to the.developmenf of the project substantially in accordance with this Agreement and desires to have a reasonable amount of flexibility to carry out the Development and therefore considers this Agreement to bean its best interests; WHEREAS,the Town and Developer desire to set forth in:tl is Agreement their respective understandings and agreements with regard to development of the Property; WHEREAS,the Development will not require regulatory review under the..Massachusetts Environmental Policy Act(MEPA) or.the Cape Cod Commission Act; WHEREAS,Developer has made application to the Planning Board.pursuant to Chapter 168 of 1 the Barnstable Code; WHEREAS.,the Development is located in the Downtown Hyannis Growth Incentive Zone (GIZ) as originally approved by the Cape Cod Commission by decision dated April 6,2006, and 1 re-designated by decision dated April 19, 2018, as authorized by Burt I&County Ordinance 2005-13, as amended by Barnstable County Ordinance`10-19; 14 05 111-1.1 and 18-02 Chapter U, Growth Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application; WHEREAS,the Development is not subject to review.by the Cape Cod Commission as a Development of Regional Impact dice to its location in the GIL and due to the adoption of Barnstable County Ordinance 2006-06, as amended.byBarnstable County Ordinance 1049-,, 14= 6, 11-11 and.18-02, establishing revised development thresholds within the GIZ,under which this.development may proceed and Developer has submitted Jurisdictional Determination to the Town of Barnstable.Building Department to confirm.the same; WHEREAS,prior to a l ri for approval of this A eernent the Development was reviewed pP Y g PP. by the Town of Barnstable.Ste Plan Review Committee on April 5,.2018 (SPR 020-18)and the Site Plan Review Committee voted to find the development proposal-approvable subject;to the grant of a Regulatory Agreement and other conditions as statedin'its letter dated April 9;20.18 (the"Site Plan Approval Letter"); rposestodveop theiopertywith twWHEREA5,;Uevelopei P o (2)new multi=family residential structures(two,four-unit townhouses)that will contain a.toW of eight,(9)units with a combined total floor area of 6,448'square feet(plus crawl space area)--'seven units at market rate and one Affordable unit for households with.income at or below 80% of AMI-and.with;paved parking areas and new stoimwater management systems,lighting, acid landscaping. WHEREAS,the.profect wilt provide thirteen(13) on-site surfaceparking spaces; WHEREAS„after consultation by the Developer with the Department of Public Works,it has been determined that.theie:s sufficient capacity for the project to be connected to and served by .the municipal sewer system,as provided by Paragraphs 10 through 13 herein,-and.the municipal water system and that doing so will be to the mutual benefit of the Developer and the.Town;. WHERAS,the developer,has voluntarily agreed that one(1) unit will be an affordable unit for households with income at 80%of the Area Medium Income for the Town.of Barnstable;:as determined annually by the United States,Department of Housing and Urban Development: WHEREAS,the project,provides;without limitation,the following site design,traffic safety, and community benefits a. The.project will provide m6rkefrate housing,(th e need,for which was identified in the 2014 Housing Needs Assessment)in an area of Hyannis in need'of redevelopment;,, b. Suffic etion-site parking for the residents and guests- c. Exterior site lighting improvements; d, Improved:storm-water drainage management on-site; 2 e. Adhering to smart growth standards and goals by providing attractive new housing opportunities in an area with close accessibility to public transit facilities, shopping,and other amenities: 1 WHEREAS,the project is consistent with the Downtown Hyannis Design&Infrastructure Plan 1 in that it'contributes to the plan's goals of creating livable neighborhoods for year-round residents; creates housing opportunities for persons and:households of all income levels;and creates consistency with the historic and maritime character of the area. Tue proposedbuildiiig design relates to the surrounding neighborhood context in placement and scale,buildings on the local architectural.c'ontext;the siding materials are composed.of S"maitSide 76 Series Primed Engineered Treated Wood Siding;'and the site design katures:shared open space and parking. WHEREAS,Developer would iequire zoning relief to allow for multi-fancily residential development in the Single Fam"ily.Residential District and. certain other dimensional and.park ng- lot related,relid, all as further defined in paragraph number 21 below;: WHEREAS,Developer has undergone a public hearing on the Regulatory Agreement application with the Planning Board and received a majority vote from the Planning Board approving the application on June 25,2018 WHEREAS,Developer has undergone a public hearing on the Regulatory Agreement application before the Town-Council and received':a 2h.rdsi vote approving,the application on August 16,2018; NOW,THEREFORE, inconsideration of the.agreements:and covenants hereinafter set forth, and. other good and valuable consideration,the receipt and'sufficieney of which each,of the parties hereto hereby acknowledge;to the"other;Developer and the=Town do enterinto.this Agreement, and hereby"agree"and;covenant as follows;. " I. The Developer shall develop the property as follows: a. The Developer shall develop,the Property with two(2)new multi-family residential townhouse structures that will contain a total of eight(8) units with a combined"total floor area of 6,448 square feet(plus crawl space)two-bedroom one and a half baths units and laundry, Severi units will be at market rate. One, unit will be an affordable unit for households with income at or below 80%0 of AMI. b, Paved parking areas-with new""storm water management systems,lighting and landscaping will be installed; c. The:,Developer agrees to construct the,pi-:ojeet in accordance with the plans and specifications submitted. and approved by the Town(hereinafterDevelopment "Plans), listed as follows and made a part:of this Regulatory Agreement by reference: 3 1. Civil.Engineering plans entitled"Site..Plan of Ridgewood. Residences at 185 Ridgewood:Avenue;Hyannis,MA prepared for Seashore Homes,Inc."dated March 6,2018,last revised on May 31,2018 (PB Comments),drawn and`stamped.by Daniel A. Ojala, P`13.P.E., Down Cape Engineering, Inc.. 2: Building floor plans and elevations prepared by Streibert As"sociates,Architects dated April 3,201$, last revised May 28, 2018:. d. The Developer agrees to construetthe:project with SmartSide 7.6`Series Primed Engineered Treated Woo&Siding as the.exterior siding. e. The.Developer agrees to comply with the.conditions in,the-aforesaid Site Plan :Approval Letter dated April 9,2018 (SPR 020-18). 2. The development rights granted hereunder shall be exercised and developmment permits may be.obtained hereunder fora period of 10 years from the effective date of the Agreement,provided,however,that prior to the expiration of said 10-year period Developer may request a twelve-month extension to obtain development permits Upon receipt of necessary development permits,construction shall proceed continuously and expeditiously,but in no case shall construction exceed 2 years from receipt:of necessary development permits. Other than'a transfer to a single-purpose entity controlled by the Applicant and created specifically for development of the project, the development rights granted under this agreement shall.not transfer to another owner without the prior written permission of the Town.Manage r under Section 168-5 of the Barnstable Town Code. 3. One C1)of the units in'the proposed new development shall be dedicated as an affordable housing.:.unit.in perpetuity and shall be eligible for inclusion on the States subsidized Housing inventory 760 CMR 56,as follows; a) The one unit shall only be rented to qualified households with an income ofnot more than eighty(80%).percent.of Area Medium Income for the Town.of Barnstable(as determined by HUD) andpriced so as to be affordable and not exceed a monthlyhousing,cost of 30%of such households.'.annual`ineome, including rent and utilities;, b) In order top the perpetuity of the affordable units, an Affordable Housing Restriction such as the one for the.Commonwealth of Massachusetts Department. of housing and Community Development Local Initiative Program,shall be prepared by the applicant and reviewed and approved by the:To'Mi Attoix. y.'s office and recorded:as the senior encumbrance at time.of recording;of this agreement; c) The owner shall enter.into a.Monitoring Services Agrees eiit'with an entity experienced in performing monitoring and enforcement services to:ensure compliance with permit conditions regarding affordability. (such as Barnstable i .4 Housing Authority)to annually verify compliance with the affordability"terms of this agreement,as approved by the Town afford'able.Housing coordinator;. d) The owner shall prepare an Affirmative Fair Housing Marketing and tenant Selection plan which shall be approved by the Dept. of Housing and Community Development and the Town Affordable Housing Coordinator. 4. Lighting for the Development shall be contained on-site,shall be down cast,shall not n contribute to light pollution of the•area,and shall be constructed consistent with the lighting,plans identified in paragraph 1, above; tified uZ ara rah 1 p 5. The site shall be landscaped consistent with the Ia dscaping plan idel p g p above. All landscaping within the.-development shall be low-water use and shall minimize the use of fertilizers and pesticides, 6. The developer shall provide,bike racks or bike storage on the Property. 7.. Re ntal restrictions: the units developed hereunder are intended for use and occupancy by individuals and/or families in g claim legal residence in the Town of Barnstable(to the. ; extent that the same is'Iegally permissible under the fair housing and other laws and regulations of the Commonwealth of Massachusetts acid the United States). Developer's minimum lease term of rental units shall be twelve(12.,months. Sublease of rental units- . if permitted by the Developer., shall be for a minimum term of ninety(90) days. The units developed herb dot 'shall b;e rental only,,and any change shall be construed as a . modification to this Agreement. Y 8. All plumbing fixtures in the new units shall be low water use fixtures and other water conservation•measures are encouraged in the design and,development of the?project.. .. C 9. Developer shall provide calculations demonstrating adequate water flow for fire- suppression prepared bya file protection engineer as required:by the,-Hyannis Fire Department: .° 10. The capacity of the exrsti ig"sewer infrasti acture shall be determined sufficient to accept wastewater flows from this development prior to the issuance of Certificates of Occupancy for any unit on.the Property. Sufficient capacity shall,result from completion of(a) improvements"'pro ' d.by,the Developer and conditioned in,paragraphs ll fluougli 1:3 below or(b)planned 'capacity upgrades to-the Town sewer'infrastructure or other; 4Y changes as maybe.veri fied.and approved'by the Director,of Public Works and shall relieve the,Developq ofits obligation under clause(a),whichever occurs first. 11. Seashore Homes Inc. all at its sole cost and expense obtain'local,sewer connection y 'permlis'for-ana install the sewer infrastructure of the type.,anal specifications within the n layouts of7Spr ng Street and Center Street as shown on the plan entitled"Sewer,Plan of S rrri Sheet a,`H annis,MA.Prepa ed For Seashore Homes,Inc.Date:.March 21,2618 P g . Y :. Rev.: May 31,201$`(Dp�u..TComments) Scale: 1"—20"'a copy of which is attached to this Regulatory Agreement as Exhibit;C. Installation shall be carTipleted'substantially in compliancewitl 'the speeifieations�set forthin Exhibit C as"SMH#13 Manhole Detail," "SMH OAManhole Detail,""Pipe in Trench,"".Sewer Connection,Profile"and"Typical Manhole Detail:" Exhibit C is specifeally;i lcorpprated by reference:and made a part hereof, 12. Upon completion of such installation and inspections demonstrating,-that the sewer infrastructure is operational as provided in document provided by the Town of Barnstable Department of Public Works entitled;"Town of Barnstable Required Conditions to Accept Proposed Sewer.Modifications,"containing-six(6)pages attacl ed.to:this Regulatory Agreement as Exhibit D and specifically incorporated by reference and made a part hereof, Seashore Homes,Ines shall deliver free from all liens and.encumbrances and the Town Barnstable shall assume and accept ownership of all such sewer infrastructure (including without proposed 10"gravity sewer line,proposed MH IA)free from all:liens and encumbrances,.and Seashore Homes,Inc.shall provide:a3 ll of Sale free from all liens and encumbrances and`assignrnent of all warranties'to the Town,of Barnstable for such infiastructure. 13, U pon assumption and acceptance:of ownership of the sewer infrastructure,the Town of Barnstable shall be solely responsible for all ongoing and future costs and expenses associated with the operation-and maintena nee of the.sewer infrastructure,,including without limitation access thereto and future extensions thereof 14 Developer is responsihle.fo obtaining all applicable permits and licenses,including but not limited to the following: foundation permit,;buildin permit, street excavation permit (necessary for work in all public spaces),,sewer permits and waster permits. Only"Town of Barnstable,approved contractors are allowed to work.on Town-owned property. Contractors are required to have the insurance,stipulated in the Street Excavation Rules. and Regulations.(SERR) and`all Work.on.town.property must comp lY with all provisions of SERR. All work within the public way.,and public utility services shall be,to Town. Standards. All plans shall,be reviewed and approved by the Department of>Public Works prior to initiating any work within the.public way. 15.Developer will make best efforts:to complete construction work rn"accordance with a construction schedule submitted and approved in writing by theTown of Barnstable Building Commissioner and Hyannis Pe Departrnent;prior to the issuance.of any. foundation or building permits Developer shall have-two (2),years from the date of. comrnencemert of work to complete construction. To the extent construction impacts public property or'publrc rights of passage, changes in the schedule;if needed as work progresses, are subject to the written approval of the Barnstable,Planning:&Development :Department..The construction schedule,slid 2 to the maximum extent feasible,avoid. The developer shall notfwtndinterference-with traffic on Ridgewood Ave yr rn receive thewritten approval:'from,the Town of Barnstable Planning&Development Department aril the Department of Public;Works:at least 48 hours in;advance of working on Town.property.The Developer will be i espousible for all construction"sgnage, directional signs, and police officers:necessary for the perforrnance of:the:work as determined by Town; 16.. Exterior construction impacts shall be minimized,and construction shall be limited to the hours of 7:00 a.m.to 6 00 pm. weekdays and 8:30 a.m.to,2:00 p.m: Saturdays. No construction shall occur on Sundays: The Building Commissioner 911911 establish protocols to minimize thelocation of staging,noise, dust,and vibration. Failure to comply with these protocols following written notice from the Building Commissioner shall be grounds for the issuance of a stop work order until agreement as to compliance with the protocols is achieved.. 17, To the extent that the referenced.plans do not depict all,of the.indirigs and%conditions,as set,forth in this Agreement,revised plans and/or notations shall be prow.ded. In addition to permits,plans and approvals listed above, any and all permits and;licenses required shall be.obtained. 18, The total number of parking spaces proposed for the Developm nt is thirteen(13) on the Property. 19. Changes to the approved Plans referenced in Paragraph No. 1 shall require an amendment to this agreement under.either §168.5 or §168-10 of the'Barnstable Code, as determined. by the Town. .20. Construction debris shall be removed fYom the Property and shall be reused or recycled to the maximum extent possible: 21.. The:construction of this project will result in the following benefits to the Town.: a. The project will provide market rate housing(the need for which was:ideritified in the 2014 Housing Needs Assessment)in an area of Hyannis in need of redevelopment; b. Sufficient on-site parking for`the,residents and guests; C. Exterior site lighting improvements;, d. Improved storm-water drainage management on-site; e. Adhering to smart growth standards and goals by providing attractive new housing opportunities in an area with close accessibility to public transit facilities, shopping, and other amenities which will contribute-to the:revitalizatiori,of Hyannis: 22. .The.Town hereby grants waivers from the following Zoning ordinance sections: See Exhibit A attached hereto gird incorporated herein by reference. 23.Upon completion ofall'work,Developer shall cause a.registered'engineer or land surveyor to submit as-built plans accompanied by 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. This document shall be submitted prior to the.issuance of the final certificate of occupancy. 7 24. The development allowed inthis.per nit shall be considered full build-out of the property. The structures authorized shall not.be expanded nor other buildings and sUAIdures added without:compliance with §168-10 of-the Barnstable Code. 25, This.Agreement shall'be recorded'with the Barnstable Registry of Deeds within sixty(.60)' days of;ts execution by`the Town and a:recorded copy shall be:provided to the Barnstable Planning&Develop ent.De-0 pent, such recording to include the aforesaid Exhibit.A hereto and the legal Property description as provided'in Exhibit B attached:hereto and incorporated herein by reference. IN WITNESS WHEREOF,the parties have hereunto caused this Agreement to be executed,on the day and year first above written. Dated this day ofS&6jMj& 2018. 4 Town.ofBarnstable Seasho mes .In By. BY' 1vlark Ell Town Manaaer Deborah Mason,President Hereunto duly authorized COlVIIVMONWEA.LTH.OF MASSACHVSET'TS Barnstable, ss. On this r elay of r� ,2018,before me,the undersigned notary public,personally appeared"Mark Ells;Town Manager of the Town of Barnstable, And.proved to me through. satisfactory evidence of identification,being(check whichever applies): or other--state or.federal'governmental document hearing a photograph image;`Oath or.affirmation of a credible witness known to me who knows the above signatory, &Iv1y own er�__sonal knowledge of the'identity of the signatory,to:'be the person whose name is•listed:ahove,,and acknowledged , to me that he signed the foregoing instrument as his free_act and.deed as Town 1VManager of .: Barnstable and voluntarily for its stated purpose. x $ JOYC E A-.: PERSUITTE taryPUbl1C 8yc¢ Notary Public COMMONWEAUKOFMAssftGMSMS My Commission ., c . my Commission,expires EALTH'OF MASSACHUSETTS Barnstable, ss. On this T day of ,201 ,:-before int,the undersigned notary public,personally appeared Deborah Mason;President of Seashore Homes,Inc.,and proved to me through satisfactory evidence of identification,being(check whichever applies).: or other state or federal governmental document bearing a photograph image;Oath or affirmation of a credible witness,known to mewho knows the above signatory, orMy own personal knowledge of the identity of the signatory,to=be%the:persor whose name is listed above,and acknowledged to titre that she signed the foregoing instrument as her free act and deed.as President of Seashore Homes, Inc. and voluntarily forts stated purpos . IA, ' - otary Public •- � ' .uttza`t MYConamissiorr .C' ' •t Notary,.Public OF MUMNUM14 @ply Cbmmiaaicntlt®� 9 a Augl�st:2t, 8020 `t ' A EXHIBIT A ZONING WAIVERS m � REC�UETE��ONiVG<�tU�tIRS, ac t 3,, Zoning Bylaw(date) Required Provided Comments CODE 2407 53 B(2). buffer Aeduction in,parkin landscape 10`feet.required as indicated Wheel stops proV.ided buffer,building to parking,buffer., orf drawings. CODE 353'4 l0;feet required Fence abuts commercial Red uction;indumpstersetbackfrom 4'feetpert meter Property alley abutting properties.(commercial to north) CODE 240-24.1.5.A SF Single Permitted uses: Multi-family Applicant seeks to Family a.Single family construct 8 multifamily Residential.District b.Bed and,breakfastresidential units on'.39 c.Artists lofts acre lot d..For'those lots with-frontage.on South Sheet; and/or High School Road professional.offices Multifamily e:Renting rooms.for more than three members by the family residing in a.sn.gle family dwelling' 240-91 40,000 square feetof area 57 acres+/- Locus appears to"nave tot size.relief merged with abutting.. Relief for abutting lot coverage-if commercial property(Mal) required.due.to any merger 328/73) issues 195;Ridgewood Avenue 240-24.1.5(B) As Shawn on the Majority conforms Less than 10"perimeter'green To"perimeter green space site plan space 240-24.1.1i.A.(5)(c) 20'Landscape:setback to residential property line As shown omsite Landscaping required: plan 240-35.G.(4)Weil Protection Natural State.30%. 2%Natural Portions previously Overlay District Regulations developed will provide:30% Lot'coJerage plus 37%,green lanciscaped areas. r 1.0 EXHIBIT B LEGAL DE SCRIPT.ION. "The land situate at 185 Ridgewood Avenue, Barnstable(Hyannis),Barnstable County, Massachusetts 'shown on the Si e Plan referred to herein and containing approximately 17,061 square feet in area: Also being shown,onB'arnstable Assessors Map 328 as Parce122.6, Being a portion of the land described in Deed recorded with the.Barnstable County Registry of-" Deeds in Book 14210,Pago,W-1 ]EXHIBIT C: PLAN f` i` �a r I r . aeci vurnuYrx ooe-:°is am+•:.oue .°a°ia�m•mom .��cs. . G -ND: _ x , nqun mmn. :: - '� arse m� r.•Moue.s .ar�- I. � I � �� �.,.p .� , �\�1 - -mt-r.e•me mew.-. uamcn;ooae°""' _ __ '- •aay. Gaon .. o�mroimaa°a ..�..mr wr:. �.. ,�-... -.; t. '� � •wc:v mr Jm.�mc r• ��r'® s. . wM' m _ I ' �'. �maas..- �.�� \ - � C' 'roroW9°n .. �'• �"i l•y'1 1 � �wm+oy imm�awt�i m� "wT; �'. aanu ouara MA _ LOCUS'� ' P .. cmm�,e•<mwu axw.:,c rr Mn.. ,.; .:_wt fRa - m n4 �.t.aw na a - .per¢.S rOO�' - ta1R lRP nm s x-peuno m�im"a�ap1°momun:wc.... � rmnm naa. � ai .PLAN.V.EW Mwa.•Mac oweAe _ uwn�`.' .. .. ,C:. me4iti iae,en r6-a PwY. f wwwr . 6'UYETFLC wfl' "m m 1n n.m.ma.- ... y • T.'r� � o emr®sic�x.. SMH 413 MANHOLE DETAIL ;pro 500�` S.MH #1A MANHOLE DETAIL •evmm .. m wA.e R_ . PIPE I:5MCH °.a, ... onauc nrnm�.a,o,. 'vertu itam- w • _:._:_._, '- � �.... :.....•...::.: ..._:. .: eumTr�[. r Ih 1�t � a x m�a m��c row o..we. g INTERSECTIOON AERIAL MUMMMUM— eLE �j FO rvwe s•ay a0ere . pyy MG, •OrLR w R�Ma�ma ow"wilM.� SEWER PLAN Kim May n ... wv.iie� Mv.rnRd1rt:,�e w'i'.sp1+insAac'1 a5e°• �mC''�. _wum°`�iue"-•mom""."'" .. .: SPRING STREET ' 7ft HYANNIS, MA u , ,\�� SEASHORE HOMES, INC .. SCMa.10 da' _.. \ ,mn mM1'� nen REVS APRM1 1'Pi18 CMulfm • ootmtr:aaA �. 4EYgWM v¢a.,, NEV.: MAY 31,2619(�C0.1aiEN7S)- N SFWFR CbNNEGTiON 'PROFILE "" "�" r`aaP�awup•e am.. r oo Ymer-xC: TYPICAL MANHOLE DETAIL M� �� down cope tIintennj•rnt .. iwai°,[Amlo0.ia.'gtce.KT emerMl m � I•a ( Ax dvn errg/neers aelcr.m,PR ARmP TO.oa: rw mw 1 �.ry{•;S ryY / d sera ' �rRWP°L C 11e1e Mwomit � � was (M•.e.,J' rw+nur as xars EXHIMT D TOWN OF BARNSTABLE j REQUIRED CONDITIONS TO A.CCEPT.PROPOSED SEWERMODIFICATIONS. PART 1 - GENERAL 1:1 DESCRIPTION. A. Work Included 1. Work in this Section is pair of what.is required for the,Applicarit to;perfoi�ri the proposed modification to the Town's sewer system.: 2, Work shall include the following: sewer pipe installation, sewer manhole, installation and modifications, sewer pipe testing, and preparation of record drawings. 3. Clean, test, and adjust each piece of equipment:and/or system to the complete. satisfaction of the Town of Barnstable. 4. - Keep accurate record:documents for all additions, substitutions of material, variations.in workI and'any other additions or.revisions.. B. General Definitions: 1. Cxravity..sewer testing shall:be generally defined as the performance testing and inspecting each arid, .every" , ength; of, sewer: !pipe and <assoc ated' appurtenances(includng:manhole$)'.: C. Submittals: 1. The Contractor shall submit submittals of each component of the proposed work to the Engineer and the Town.for review and approval. D. Schedules- I., The pre-startup meeting shall beheld at least ten working days prior to the beginning of construction. The meeting. shall be held at the office of Department ofI?ublic,Work$:;382 Falmouth Road,,Hyannis,MA. PART 2 77PRODUCTS.-Not.Used PART 3 EXECUTION. 3.1' :GRAVITY SEWER TESTING A, , Gene al 1'3 1. All sewers, manholes; and appurtenant work, in order,to be accepted by the. Towns shall be subjected to tests that will determine the .degree of watertightness and horizontal and vertical alignment; 2. Thoroughly clean and/or flush all sewer lines to be tested, in a manner: and to: the extent acceptable to the Town,prior to initiating test procedures; 3. Perform all tests and inspections in the presence, .of the Town engineers and others as in accordance with the requirements of the local and state codes. R, Line Acceptance Tests"(Gravity sewers with no active service connections): l,. Test all gravity zsew.erlines with.no active service connections fox leakage by conducting a low pressure air test. I. Equipment a,. Pneumatic plugs shall have a,sealing°length equal to of..greater than;the dainetex of the pipe to be inspected. b. Pneumatic plugs shall resist internal test pressures without requiring. external bracing or blocking. c. All air used shall pass through a single central panel: d. Connect 3 individual hoses: (1) From the control panel to the pneumatic plugs for inflation; (2) From the control panel.to the sealed sewer line for introducing the .low pressure,air, (3) From the sealed sewer line to the control. panel for continually monitoring the air pressure rise in the sealed line. 3. Testing'Pneumatic Plugs: a: Seal test all pneumaticplugs prior to,usuig them in the actual test. b" Lay one Jerio'f pipe on the ground .and seal both ends with the pneumatic plugs to be tested. c; Pressurize the sealed pipe to 5 psig: d. The pneumatic plugs are acceptable if they remain in place without bracing: 4. Testing Sewer pipeline: a; After the sewer pipe has been cleaned and the pneumatic plugs°checked, place the plugs"in the sewer 1i"ne at each mar hole-arid inflate them. b, Introduce l'ow pressure air into the sealed sewer pipeline until thel air pressure reaches 4 psig greater than tleaverage groundwater pressure. e. Allow a minimum of 12 minutes for the air pressure to stabilize to a miriinium of 3.5 psig ,greater than the groundwater° pressure,. Groundwater is assumed to be at ground surface: unless" the Contractor can prove by otherwise by test pittnngw d. After the stabilization period, disconnect the .air hose from.the control panel to the air supply, e; The pipeline will be acceptable if`the,pressure decrease is not greater than 1/2 psig in. the time,stated in the following table for the.length of pipe being tested. Time(Mig.)for Length of Pipe 14 _ - Pipe Diameter(inches) 0-100 ft 101-200 ft- 20M00 ft. 301-400.ft. 4.................:: 2.0 2.0 2.0 2 0 6:....... 30 30 30 3:0. 8 0 4'0 410 5.0' 10....................... ... 5.0 5.0 6.0 8.0 12....... ... 5;5 5.5 8.5 11.5 5. Test.Results: a. If the installation fails the low pressure air test;"dete :the source of leal cage. b. Repair or replace all defective materials and/or wolunanship and repeat low pressure air test at no additional cost to the Owner: C. Line Acceptance Tests.(Gravity sewers with active services): 1. Test all new gravity sewer lines with active services by conducting a low- pressure air test on all joints using a,.-packer after all services.have been connected or,capped at the property line and"all trenches'backfilled but before the surface course of permanent pavement is installed, 2. Equipment: a. Closed-circuit television system. b. Testing devices(pack&): (1) Capable of isolating individual joints by creating,a,sealed.void space around:the joint being tested: (2) Constructed such That low;pressure air can.be<admitted into the void area. (3) Shall contain a pressure gauge accurate to one tenth:(0:1) psi I in,=line With the feed line to monitor the void pressure. (4) `Capable of performing in.sewer lines where flows do not exceed 1/4 j of the pipe diameter without resorting to any method: of flow control. 3'. Testing,,Sewer:Pipellaa Joints;` a. Tes, . joints except:those with visible.infi tration b: Procedure (1) Pull television camera through sewer lme.in front of he packer: (2) Position"the packer'on.eacl jointto be tested: (3) :Inflate the"sleeves on:each end ofthe packer. (4) Apply four(4,0)psi pressure above the existing.hydrostatie`pressure on the outside of the joint to the void area created a�ourid he inside perimeter of the joint. (5) Shut off the. supply of air once the pressure has: stabilized at the requr"ed arriount: .. (6) Monitor the void pressure for thirty (30) seconds. (7)' Repair the joint if t1le,pressure drops:,more"than one.half(1/2) psi-in, the thirty(30) s.econds; 1.:S c. Water pressure testing may be used rn lieu of air testing•subject:to review and approval by the Town. d, Re-clean and re inspect all lines not. approved by the Town at no additional cost to4he Owner; e. Repairing of Joints:. 1. When a joint fails,the pressure test, "excavate:and repair the.failed: joint. Repairing joints with chemical grout will-not be permitted: f The. Engineer may request checking of the testing equipment fqr accuracy.. l Perform standard air test on a clean continuous section of pipe. 2. Repair:==the equipment i .,the void pressure drops.. g Testing"Operation:Mspection: 1• Reset each joint, as'specified herein, prior. to acceptance and final payment for joint testing.. Retest all joints, that fail until the test requirements are met h. The,contractor will supply a black and white photograph of every joint. that fails the pressure test. D. Alignment Tests(Gravity Sewers); 1, Perform tests for the correctness of.horizorit I and.vertical alignment on each and every length of gravity sewer pipeline between manholes. 2', Alignment tests to be conducted after all pipe, has been installed and backfilled. I The observation test shall be conducted after "ail upstream.work has been': completed and the pipeline cleaned of debris. 4; Notify the Town at. least 72 hours in advance of the proposed observation testing. 5: intaroduce ,water into the sewer lines:to be tested from the upstream manhole prior to4he obse,rvation'test but no more than 24 hours in advance,of the test. 6. $earn a source of:light, acceptable to the;Town; through the pipeline from both ends and the Town will directly observe the light in the downstream; and/or upstreamm" anhole,of each test section. m T. The length of.pipe between anholes, diameter of pipe and amount of light' observed. in the manhole at:the end of each pipe section will determine acceptance of the alignment;test by'the Town. S. The amount of vertical and b.oiizontal deflection shall not.be greater than the ASTM' allowance and::(manufacturer's recommendations) for the "pipe being tested. 9 No standing water shall be allowed: The presence of.:standing'water:shall be cause for'rejection of that pipe(including.manhole)"section. 10. .Improper alignment will be corrected.by re-excavation.and resettmg:of pipe:;at` no additional cost to.the-Owner., E, Pipe Deflection (Gravity Sewers) 1 e provided underahis specification shall be znstalle' so there"is no 'more'- "than a maximum deflection of 5,.0 percent; Such defleerion shall be;computed. "'l 6 by multiplying. the amount of deflection.. (normal diameter less minimum diameter.when measured)by 100'and dividing by the nominal diameter.of the pipe: 2: The.Contractor shall wait a nlnunum of 30 days after completion.of a section of ewer, including placement and compaction of backfill,'before measuring the amount .of deflection by pulling a specially designed gage assembly tlu'ough the completed.section. The gage assembly shall be Jn accordance with,the recommendations of the,pipe manufacturer and be acceptable to the Town. 3: Should the installed pipe fail to meet this requixernent, the Contractor,shall do " all work to correct the problem as the Town may require without additional compensation. F. Television.Inspection Tests(Gravity Sewers) I. Where televis10 inspection testing is required; 'test procedures shall be ;in compliance with the requirements. , 2. No standing water shall be allowed:. The presence of finding water,may 6e cause for i ej ection of.that pipe. 3. Any standing water, detectabl"e leaks; improper join s :ox any other t unacceptable feature detected'by the television inspection will,be corrected by' re-excavation and resetting pipe at no additional cast to the Owner. G. Inspection of ins Appurtenant Installations: all manholes and inlets I;. completely peef, at.. time::'determined by the Town, to asceifiain their corrmpliance,with the Dra.. p,and Specificationse 2, provide access. to each manhole; and inlet and check the following; characteristics; a. Shape and frnish.of invert channels, b. Watertightness and finishof:masonry,structures, k c, Location,type, and attachment of stops, d. Elevationand attachment of flames, covers; and openings, e: Pattern and machining.of"covers; and: f. Drop eonneetion arrangementS4 H. Manhole Leakage Testing; 1. 'Perform a vacuum test on all manholes'.. 2-, All testvng must be pezformed in the presence of a Town engineer: . ISuitablYp all ip es entering each manhole"and brace plugs'to prevent blov� .lu g p out. 4. The manhole-shall be::tested by a vacuum test after assembly of the xnanl?ole; connection piping and backfilling: 'Vacuum westing to be conducted prior to construction of invert channels. S. Plug all lifting holes completely with non-shrink grout. b "Properly tighten.all `baot clamps 'and brace:all: plugs;to prevent from being sucked into the manhole. . 7. Install the.testng.egliipmerit according to the manufacturer's instructions: 17 i -8. A vacuum of 1.0 inches of Hg.shall be drawn on the manhole and the loss of 1 inch of Hg vacuum tinned. The in shall be considered to have passed.• the test if the time for the loss of 1 'inch of,Hg vacuum is a. Not less than minutes for manholes less than.l0 feet deep. b: Not less tliai12.5 minutes:for manholes l0 to 15 feet deep, c. Not less than 3 minutes for manholes more than 15-feet deep. 9. If the manhole fails the initial,test,the Contractor, skull locate the leaks) and' make repairs. The manhole sall be retested until a satisfactory test result is obtained. 1'0. After the. manholes have been backfilled and prior to final acceptance, any signs of Bales or weeping visible-insde.the manholes shall be repaired and the manhole made watertight, 3.2 RECORD DRAWINGS A. General: Legibly mark Contract Drawings to record existing utilities and actual construction of all work, including but not limited to the following (where applicable): 1. Existing Utilities Water mains and,services, water main gate valves, sewer mains and services, storm drains, culverts,.Steam lines,:;gas lines, tanks and-other existing utilities encountered during construction must be accurately located and shown on the Drawings. ,In congested areas supplemental drawings-or enlargements may be required. a. Show.any existing utilities encountered m plan and profile and pi openly labeled showiiig`size,material and type of utility.. Ties should be shown on plan. Utility>should,'be drawn to scale JI! section (horizontally. and vertically) and an elevation should be called out to the neatest hundredth of afoot. b. When existing utility lines are broken and repaired, ties shouldbe taken to these locations, c. If. existing water lines are i:eplaced or relocated, document the area involved and pipe materials,,sjze,etc.-:in a note,and'witliaies. 2. Manholes, Catch Basins and other,structures'. a Renumber structure stationing to reflect es; chang b. Show'ties to center of structure.covers or hatches.. c; In general, show inverts at center of.structuree's. However, for manholes, with drop structures, or steep channels (greater than 0.2' change on slope), show inverts at face of manhole. d. Show inverts for.other:structures at the face of thestructure. e, Draw any new structures that,are added oh:plan:and profile:, f Show any`feld or office redesigns. g 'Rediaw plan if the structure's location is moved snore than 5 feet in any direction. [Note; It is important to show existing utilities,,as outlined in Paragraph. 1 above, especially if they were:one reason for relocating the sewer,manholes and other.structures.] 1,g h Redraw prof ile if inverts changed by more than 6 inches; 3. Cnavity Sewer.Line a. Chan e sewer lin6 slopes indicated onDrawings if inverts'.ate changed. g b. Drawany new gravity lines that ale added on'plan anal profile:. c. Show any field or office redesigns. d. Redraw the sewer line profile if manhole inverts are redrawn. e. Redraw the sewer line on plan corresponding to relocated manholes. 4 House Services a. Draw all.house services;(even toempty lots) on plan, and show ties. b. Show ties or distances to wyes fiom manhole. c. Show chimneys:heights.in the profiler 5; Ledge a. Ledge profiles should be shown. Note whether the plotted ledge profile s reflects undisturbed or expanded condition .: 6. Roads a... Showcenterline road profile and level,spot elevations:. b: Show pavement wvdths c. On.road cross sections,show the pavement cross slope: d. Show any deviations from the design plans. John Fi Meacle,Reglst.0. tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. April 22, 2019 Daniel E.Gonsalves,P.E.,s.E structural design Craig J.Ferrari,E.I.T.,S.E. Brian Florence, CBO Town of.Barnstable Building Commissioner A site planning 200 Main Street �1 qA O�'(/� Hyannis, MA 02601 T��L �2 q ®F,b sewage system ` designs RE: #185 Ridgewood Avenue, Hyannis, MA- Seashore Homes, Inc. 19 Dear Mr. Florence: R�`lT inspections �F This memo is to inform your office that the site work at#185 Ridgewood Avenue in Hyannis, permits MA is complete. The site development was subject to a Regulatory Agreement between the Town of Barnstable and Seashore Homes, Inc. recorded in DB 31537 PG 1. Condition#23 of Agreement requires engineer's substantial compliance letter. Minor deviations noted are that the island on the north side of the entrance was enlarged slightly, then the north buffer was held constant after the entrance island rather than tapering per the plan. The landscaping was installed in substantial compliance with the plan, except the tree on the North island was eliminated due to sight triangle concerns, two trees were planted along Ridgewood, and two trees were retained in the West buffer strip, and some shrubs were adjusted, see the asbuilt plan attached. Overall the landscaping appeared well done and fitting for the site, and underground irrigation was installed for the property. Pursuant to Condition#23 of the Regulatory Agreement, and as noted above,I hereby certify that the above referenced site was constructed in substantial compliance with the approved Site Plan. Attached is an asbuilt site plan which was prepared for the property. If you have any questions,please do not hesitate to contact me. 1,��(A OF MASSyC Very truly yours, �o� DANIEL ti� �j"OFMAs S A. �a X ao I P (� OiALA °� DANIELA. yGs OJA No.40980 IV IL Daniel A. Ojala, PE, PLS 0P&ss\O �No.465020 Down Cape Engineering, Inc. do SURVEY ��F S ONAL Encl. ��EIOVA�p^,r Town of Barnstable `• B''mx Planning & Development Department �,°,',,;,•` www.townofbarnstable.us/planninganddevelopment Elizabeth Jenkins,AICP Director September 24, 2018 3 _ o To: Gail Hanley, Clerk of the Cape Cod Commission _n 722 I Tria Quirk, Town Clerk,Town of Barnstable n Florence, Building Commissioner,Town of Barnstable �? cn From: Town of Barnstable Planning& Development Department Staff Reference: Regulatory Agreement between Town of Barnstable and Seashore Homes, Inc.for property at 185 Ridgewood Avenue, Hyannis, MA Enclosed please find a copy of the executed and recorded Regulatory Agreement between the Town of Barnstable and the Seashore Homes, Inc. The Regulatory Agreement authorizes the construction of two (2) residential structures with a total of eight (8) units with a total floor area of 6,448 square feet at 185 Ridgewood Avenue, Hyannis, Massachusetts. All units will be two-bedroom. One of the units will be designated as an affordable unit for households with income at or below 80% of Area Median Income,and the remaining seven will be market rate. The Regulatory Agreement authorized waivers from Zoning Ordinance and General Ordinance: The property is zoned SF—Single Family District and WP -Well Protection Overlay District and is shown on Assessor's Map 328 as Parcel 226. Attach: Copy of Regulatory Agreement Copy of Summary Public Notice Copy: Planning Board File Elizabeth Jenkins,AICP,Director,Planning&Development Department 200 Main Street,Hyannis,MA 02601(o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601(o)508-862-4678(f)508-862-4782 • n , a REGULATORY AGREEMENT Seashore Homes, Inc. .185 Ridgewood Avenue,Hyannis This regulatory agreement("Agreement")is entered into by and between the developer, Seashore Homes,Inc. ("Developer")with a usual address of PO Box 462,Dennis,MA 02638 and the Town of Barnstable("Town"), a municipal corporation with a usual address of 367 Main Street,Hyannis,MA 0260.1.,on this . day o , ,:2018 pursuant to Section,240-24.1 of the Barnstable Zoning Ordinance and Section 168 of.the Barnstable Code. WITNESS: WHEREAS,this Agreement shall establish the permitted uses; densities, and parking within.the Development (as hereinafter defined), the duration of the agreement, and any other terms or conditions mutually agreed upon between Developer and the Town; WHEREAS, this .Agreement shall vest land use development, rights in the Property for the duration of the agreement, and such rights.shall not be subject to'subsequent changes in local development ordinances, with the exception of changes necessary to protect the public health, safety:or welfare WHEREAS,the Town is authorized to enter into this.Agreement pursuant to Chapters 168 and 240 of the Barnstable Code; WHEREAS,Developer will be the owner of the property. at 185 Ridgewood Ave.,Hyannis, Massachusetts consisting of 17,0.611 square.feet(0.391 acres),shown on'Town of Barnstable Assessor's Map 328 as Parcel 226, and which is more particularly described in the deed recorded with the Barnstable County,Registry of Deeds in Book 14210,Page 101('the Property WHEREAS,Developer is willing to commit itself to the development-of the.project substantially in accordance with this Agreement and desires to have a reasonable amount of flexibility to carry out the Development and therefore considers this Agreement to be in,its best interests; WHEREAS,the Town and Developer desire to set forth in this Agreement their respective understandings and agreements;with regard to development of the Property; WHEREAS,,the Development will not require,regulatory review under the`Massachusetts Environmental'Policy Act(MEPA) or the Cape Cod Commission Act; WHEREAS,'Developer has made application to the Planning Board pursuant to:Gllapter.168 of the Barnstable Code;: • WHEREAS,the Development is located'in.the Downtown Hyannis Growth Incentive Zone (GIZ) as originally approved,by the Cape Cod Commission by decision dated Aprih6,2006;and re-designated by decision dated April 19,2018,as authorized by Barnstable County Ordinance 2005-13, as amended by Barnstable County Ordinance 10-19, 14-05, 17-11 and 18-02 Chapter G, Growth,Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application; WHEREAS,:the.Development is notsubject to review by the Cape Cod Commission as a Development.of Regional Impact due to its location in the GIZ and due to the adoption of r Barnstable County Ordinance 2006-06, as amended by Barnstable County Ordinance 10-19, 14- 05, 17-11 and 18-02,establishing revised development thresholds within the GIZ,under which 4 this developinent.may proceed and Developer has submitted:a Jurisdictional Determination to the Town of Barnstable Building,Department to confirm the.same; WHEREAS,prior to applying for approval of this:Agreement,the Development was reviewed by the Town of Barnstable Site Plan.Review Committee on April 5,20.18 (SPR 020-18)and the .Site Plan Review Committee voted to find the development proposal approvable subject to the grant of a Regulatory Agreement and other conditions as stated in its'letter dated April 9;201`8 (the"Site Plan Approval Letter"); WHEREAS,Developer proposes to develop the Property with two (2)new multi-family residential structures(two,four-unit townhouses)that will.contain a total of eight(8)units with a combined total floor area of 6,448 square feet(plus crawl space area)—seven units at marketrate and one affordable unit for households with income,at or below'80%o of AMI—and with paved parking areas and new stormwater management systems,lighting, and landscaping. WHEREAS,the project will provide thirteen(13) on-site surface parking spaces; WHEREAS,after consultation by the Developer with the Department of Public Works, it has been-determined.that there is sufficient capacity for the project to be connected to:and served by the municipal sewer system, as provided by Paragraphs 10 through 13 herein, and the municipal water system and that doing so will be to the mutual benefit of the Developer and the Town; WHERAS,the developer has voluntarily agreed that one(1)unit will be an affordable unit for households with income at 80%of the Area.Medium Income for the Town of Barnstable,.as determined annually by the United States Department of Housing,and Urban Development; WHEREAS;the project,provides,without limitation;,the following site design,traffic safety, and community benefits: a. The project will provide market rate housing(the need for which was identified in i the 2014 Housing Needs Assessment)in an area of Hyann s in need of redevelopment; b. -Sufficient on-site parking for the residents and guests; c. Exterior site lighting improvements; roved storm-water drainage management a mana t on-site• d. Imp g g 2 e. Adhering to smart growth standards and,goals'by,providing attractive new housing opportunities in an area with close accessibility to public transit facilities, shopping,and other amenities, WHEREAS,the project is consistent with the Downtown Hyannis Design&Infrastructure Plan in that it contributes to the plan's goals of creating livable neighborhoods for year-round residents; creates housing opportunities for persons and households of all income levels;and creates consistency with the historic and maritime character:of the area. The proposed.building, design relates to the surrounding neighborhood context in placement and scale,buildings on the local architectural context;the siding materials are composed of SmaftSide 76 Series Primed Engineered Treated Wood Siding; and the site design features shared open pace and parking. WHEREAS,Developer would require zoning relief to allow for;multi-family residential development in the Single.Family Residential District and certain other dimensional and parldng- lot related relief, all as further defined in paragraph number 21 below;, WHEREAS,Developer has undergone a public hearing on the Regulatory Agreement application with the Planning Board and:received a majority vote from the Planning Board approving the application`on June 25,2018; WHEREAS,Developer has undergone a:public hearing on the Regulatory Agreement application,before the Town Council and received a_2L3rds vote approving_the application on August 16,2018; NOW,THEREFORE, in consideration of the agreements and covenants'hereinafter set forth, and other.good and valuable consideration,the receipt'and sufficiency of which each of the parties hereto hereby acknowledge to.the other,;Developer and the.Town do enter intothis Agreement, and hereby agree and covenant as follows:• 1. The Developer shall develop the property as follows: a. The Developer shall develop the Property with two (2)new multi-family residential townhouse structures that will contain a`total of eight(8)'units With a combined totatfloor area of 6,448 square feet(plus-:crawl space)-two-bedroom. one and a half baths units and laundry... Seven units will be at market rate. One unit will be an affordable unit for households with,income,at or below 800/4 of AMI. b: Paved parking areas with new storm water management systems, lighting and landscaping will be.installed; c. The Developer agrees to construct the project in accordance with the plans and specifications submitted,tot and approved.by the Town(hereinafter.Development Plans), listed as follows'and made apart of this Regulatory Agreement by reference: 3. 1: Civil Engineering plans entitled"Site Plan of Ridgewood Residences at 185 Ridgewood'Avenue,Hyannis,.MA prepared for Seashore Homes; Inc."dated March 6,2018,last revised on May 31,2018(PB Comments),drawn and stamped by Daniel A. Ojala, P.L.S. P.E.,.Down Cape Engineering;Inc. 2. Building floor plans and elevations prepared byStreibert Associates,Architects dated.April`3,2018,last revised May 28, 2018. d. The Developer agrees to construct the project with SmartSide 76 Series Primed Engineered Treated Wood:Siding as.the exterior siding. e. The Developer agrees to comply with the conditions in the aforesaid Site Plan Approval Letter dated April 9,2018'(SPR 020-18). 2. The development rights granted hereunder shall be exercised and development permits may be obtained hereunder for a period,- eriod of 10 years from the effective date of the Agreement,provided,however,that prior to the expiration of said 10-year period Developer may request a twelve-month extension to,obtain development permits. Upon receipt of necessary development permits,construction shall proceed continuously and expeditiously,but in no case shall construction exceed 2 years from receipt of necessary development permits. Other than a transfer to a single>purpose entity controlled by the Applicant and created specifically for:development of the project, the development rights granted under this agreement shall.not transfer to another owner without the prior written permission of the Town Manager.under Section 168-5 of the Barnstable Town Code. 3. One(l)of he units in the proposed new development shall be dedicated as an-affordable; housing unit in perpetuity and shall be eligible.for inclusion on the State's subsidized Housing inventory 760 CMR 56, as follows: a) The one unit shall only be rented to qualified households with an income of not more than pighty(80%o)percent of Area Medium:Income for the Town of Barnstable(as determined by HUD)and priced so as to be affordable and not exceed a_monthly housing cost of 30%0 of such households' annual income, including rent and utilities;, b) In order-to protect the perpetuity of the,affordable unfits,an Affordable Housing Restriction such as the one for the Commonwealth of Massachusetts Department of housing and Community Development Local Initiative Program shall be prepared by the applicant and reviewed and.approved:by the Town Attorney's office and recorded as the senior encumbrance at time:of.reeording of this agreement; c) The owner shall enter into a Monitoring Services Agreement with an entity experienced in performing monitoring and enforcement services to ensure compliance with permit conditions regarding affordability(such as.Barnstable 4 Housing Authority)to,annually verify compliance with the affordability'terms of this agreement,as approved by the Town affordable Housing coordinator; d) The owner shall prepare.an Affirmative Fair Housing Marketing and tenant M Selection plan which shall be approved by the Dept. of Housing and Community Development and the Town'Affordable Housing Coordinator. 4.; Lighting for the Development shall be contained on-site;shall be down.cast;.shall not contribute'to Tight pollution of the area,acid shall be constructed consistent with the lighting plans identified in paragraph.l.,above. 5. The site shall be landscaped consistent with the.Iandscaping"plan identified in paragraph 1, above. All landscaping within the development shall be low-water use and shall minimize, the use of fertilizers and pesticides, 6: The developer shall provide bike racks or bike storage on the Property. 7. Rental restrictions: the units developed hereunder are intended for use and occupancy by individuals and/or families claiming legal residence in.the Town of Barnstable(to the . extent that the.same is legally permissible under the fair-housing and other laws and regulations of the Commonwealth of Massachusetts and the United States). Developer's minimum lease teirn of rental units shall be twelve(12)months. Sublease of.rental units;. ,if permitted by the Developer,shall be fora minimum term of ninety(90)days. The units developed hereunder shall be rental only, and any change shall be construed as a modification to this Agreement. 8, All plumbing,fixtures in.the,new- units'shall.be low water use fixtures and other.water conservation measures are encouraged in.the design and development of the:project. 9. Developer shall provide calculations&ristrating adequate water flow. for fire suppression,prepared by a fire protection engineer as required by the Hyannis Fire Department. 10. The capacity of the existing sewer infrastructure shall be determined sufficient to accept, wastewater flows from this development prior to the issuance of Certificates of Occupancy for any unit.on the:Property. Sufficient capacity shall result from completion of(a)improvernents proposed by the Developer and conditioned in paragraphs 11'through 13 below or(b).planned capacity upgrades to the Town sewer infrastructure or other. changes as may be verified and,approved by the Director of Public Works,and,shall relieve the:Developer of its obligation under clause(a),whichever.occurs first. 11. Seashore Homes,Inc. shall at its'sole cost and expense.obtain local sewer connection' permits for and install the sewer infrastructure of the type and specifications within the: layouts of Spring Street and,Center-Street as shown on the plan entitled",Sewer Plan of - Sprung Street,Hyannis,.MA Prepared For Seashore Homes, Inc.Date:March 21,2018> Rev.:May 31,201$ (DPW Comments) Scale:l_"=20"'a copy of'wluch is attached to this Regulatory Agreement as Exhibit C. Installation shall be completed substantially in. compliance with the specifications set forth in Exhibit C as"SMH#13 Manhole Detail," "SMH#lA Manhole Detail,""Pipe in Trench, 'Sewer Connection Profile" and"Typical Manhole Detail." Exhibit"C is specifically incorporated by reference and made a part j hereof . i 12. Upon completion of such installation and inspections demonstrating that the sewer infrastructure is operational as provided in document provided by the Town of Barnstable Department;of Public Works entitled,."Town of Barnstable Required Conditions to Accept Proposed Sewer Modifications,"containing six(6)pages attached to this Regulatory Agreement.as Exhibit D and specifically incorporated by reference and made a part hereof, Seashore Homes,Inc. shall deliver free from 911 liens and encumbrances and the Town Barnstable shall assume and:accept ownership of all such sewer infrastructure (including without proposed 10"gravity sewer line,proposed MH 1A)free from all liens and encumbrances, and Seashore Homes,Inc. shall provide a Bill of Sale free from all liens and encumbrances and assignment of all warranties to the:Town of Barnstable for such infrastructure. 13.Upon assumption and acceptance of ownership of the sewer infrastructure,the Town of Barnstable shall be solely responsible for all ongoing and future costs and expenses associated with the operation and maintenance of the sewer infiastruefure,including without limitation access thereto and future extensions thereof. K.Developer,is responsible for obtaining.all applicable permits and licenses,including but not limited to the following; foundation permit,building permit,street excavation permit (necessary for work in all public spaces),sewer"permits and water permits. Only Town of Barnstable approved contractors are allowed to work on Town owned property. Contractors are required to have the insurance stipulated in the Street Excavation Rules and Regulations (SERR)and all work on town property must comply with all provisions of SERR.All work within the public way and public utility services shall be to Town Standards. All plans shall be reviewed and approved by the Department of Public Works prior to-initiating any work within the public way. 15.Developer will snake best efforts to complete construction work in:accordance with a construction_schedule submitted and-approved in writing by the Town of Barnstable Building Commissioner.and Hyannis Fire Department:prior to the issuance of any foundation or building permits. Developer:shall have two (2)years from the date of commencement of work to complete construction. To the extent,construction impacts public property or public rights of passage, changes in the schedule,if needed as work :progresses,are subject to the written approval of the Barnstable Planning&Development Depa rtment; The construction schedule shall,to the maximum extent feasible, avoid interference with traffic on Ridgewood Ave. The developer shall notify in writing and receive the written approval from,the Town of.Bainstable Planning&Development DDepartmentand the Department of Public Works at least 48 hours in advance of working on Town property.The Developer will be responsible for all construction signage, 6 directional signs,and police officers necessary for the performance of the worl€as determined by Town. 16. Exterior construction impacts shall.be minimized,and construction shall be limited-to the hours of 7:00 a.m,to 6:00 p.m. weekdays, and 8:30 a m.to'2:00 p.m. Saturdays. No construction shall occur on Sundays. The Building Commissioner shall establish. protocols to minimize the location of-staging,noise,dust,and vibration. Failure to comply with these protocols following written notice from the Building.Commissioner shall be,grounds.for the issuance of a stop.work orderuntil agreement as to compliance with the protocols is achieved. 17. To the extent that the referenced plans do not depict all:of the findings and conditions,as . set for in this Agreement,revised plans and/or notations shall be.provided. In addition to permits,plans and approvals listed above,any and all permits--and licenses required. shall be obtained. 18.The total number of parking spaces proposed for the Development is thirteen(13)on the Property., 19 Changes to the approved Plans referenced iriParagraph No.-1 shall require an amendment to this agreement under either.§1.68-5 or§,168-10 of the Barnstable Code, as determined by the Town: 20. Construction debris shall be removed fiom'the Property and shall be reused or recycled,.to: the maximum extent possible: 21., The construction of this project will result-in the following benefits to the Town: a. The project will provide market rate housing(the need for which was`ideritified in. the 2014 Housing Needs Assessment)in an area of Hyannis in need of redevelopment; b. Sufficient on-site parking forthe residents and guests;. c: Exterior site lighting improvements; d. Improved storm-water drainage management on-site; e. Adhering`to smart growth-standards and goals byproviding attractive new housing opportunities in an area with close accessibility to public transit;facilities; shopping, and other amenities which will contribute to the:revitalization of Hyannis.: '22.The Town hereby grants waivers from the following Zoning Ordinance sections: See Exhibit.A:attached hereto and incorporated herein'by, reference: 23. Upon completion of all work, Developer shall cause.a;registered'engineer or land surveyor to submit as-built plans accompanied by;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. This document shall,be submitted prior to the issuance of the final certificate of occupancy. 7 t allowed in this permit shall be considered full build-out of the property. development The d 24: p The structures authorized shall not be expanded nor other buildings and structures added without compliance with §168-10 ofthe`Barnstable Code. 25. This Agreement shall be recorded with the Barnstable Registry of Deeds within sixty(60) days of its execution by the Town and a recorded copy shall be provided to the Barnstable Planning&Development Department;.such recording to include the aforesaid Exhibit A hereto and the legal Property�descript ion as provided in Exhibit-B attached hereto and incorporated herein by reference:. 8 IN WITNESS WHEREOF,the parties have hereunto caused this Agreement to be executed,on the day and year first above.written. Dated this � day oP��,2018. Town of Barnstable Seasho mes In By: � By; Mark .Ell Town Manager -Deborah Mason,President Hereunto duly authorized COMMONWEALTH OF MASSACHUSETTS' Barnstable, ss. On this A "-day o6, il��� ,201'8,before me,the undersigned notary public,personally appeared Mark Ells,Town Manager of the Town of Barnstable,,and proved to me through satisfactory evidence of identification,being(check whichever applies): or other state or federal governmental document bearing a photograph image;Oath or affirmation of a credible witness known to me who knows the above signatory, oiWy�own personal knowledge of the identity of the signatory,to be the..person whose name.is listed above, and.acknowledged to me that he signed the foregoing instrument as his free act and deed as Town Manager of Barnstable and voluntarily for its stated purpose: JOYCE A. :21, SUITTE taryPublrC a tt "a Notaryic COMMONWEALTH OSACHUSE'ITS My Cbrnmission EXpireS My CommisExpires January 023 0 77j1�le.eleee'je,e .. ALTH OF MASSACHUSETTS Barnstable,,ss. On this day o£ ►2018, before me, the undersigned notarypublic,personally appeared Deborah Mason,President of Seashore Homes,Inc.,and proved to me through satisfactory evidence of identification,being(check whichever applies): or other state.or federal governmental document bearing a photograph image;Oath or affirmation of a credible witness known to rne.who,knows the above signatory, orMy own personal knowledge of the identity of the signatory,to be the person whose name is.listed above, and acknowledged to rrie'that she signed the foregoing instrument as her free act and:deed as'President of Seashore. Homes,Inc. and voluntarily for its stated purpos u lic a ti Pb of ,h a A �� ®R a AM My Commission E pires: N®taffy.Pub118 ' C9ARrA®�NifA y t i P1A�t CkiUSgYYO w My,COmmiaaton Wren 9 Augd>st s^9 a POdO ''? EXHIBIT A ZONING WAIVERS £, REQUESTED.'ZOfVING v. - •� . .- _ - t Zoning Bylaw(date) Required: Provided Comments. CODE 240-53.13.(2) buffer Reduction in parking landscape 10 feet required as Indicated Wheel stops provided buffer,building to parkingbuffer. on drawings. CODE;353-4 10 feet required Fence abuts commercial Reduction Indumpster setback from 4 feet perimeter Property alley abutting properties(commercial to north). CODE 240-24..5.A SF. Single: Permitted uses: Multi-family Applicant seeks to Family a.Single family construct 8 multifamily Residential District b.Bed and.breakfast residential units on.39 c.Artists lofts acre lot d.For those lots With•frontIage on South Street and/or High:School.Road professional offices Multifamlly e.Renting rooms for not more than three members by the family residing in a.single family dwelling 240-91 40,000 square feet of area .57 acres+/- Locus appears to have Lot size relief merged with abutting Relief for abutting lot coverage if commercial property(Map required due to any merger 195 Ridgewood issues 195 Ridgewood Avenue 240-24.1.5(B) As shown on the Majority conforms Less than 10"perimeter green 10"perimeter green space site plan space 240-24.1.11.A.(5)(c) 20'Landscape setback to residential property line As shown on site Landscaping required. plan 240-35:13.(4)Well Protection Natural State 30% 2%Natural Portions previously Overlay District Regulations developed will provide 30% Lot coverage plus 37%green landscaped areas. 10 EXHIBIT B LEGAL.DESCRIPTION The land situate.at 185 Ridgewood Avenue,Barnstable(Hyannis),Barnstable County, Massachusetts,shown on the Site Plan referred to herein and containing approximately.17,061 square feet in area. Also being shown on Barnstable Assessors Map 328 as Parcel 226 Being a portion of the land described Ril Deed recorded with the Barnstable County Registry of Deeds in Book 14210,Page 101. 11. EXHIBIT C PLAN .f 1' f S 4� z f C 1p i j 12 L G N ° „®,n'W jmveve wmm.wo' '. •, ,�mtmm �911Y'm"�m.e oo,Y.m ms�w d pp _ x nr, Y,.. - aot� a.r�¢�rar;- � i. '• .Y.s�m..e.vs., .. 9 F. �•\�� -h,1—...ni.xm forme. m,wam.tmao rx :... - ealrbKLmYpiYIUCL'd1Yn, 1 - ' �'"n� � -• ruY now ama uraara. ,��� -��J,, a:asrurea ww.� a umr a wws � �5� \ � - --•• w ran `Z _ i . . -:. wvw rat[ - � 1 � tmoaor w.'�um mo metm oee , mu.in to .. „9'�u 'a'"`_ ".. ...wtr� \ 'rra�ora. .. � `���1•y 1. '. r,mim°Dmm�amw m',v o�wtcm...m �:: u osc. LOCUS MAP. - �,� ,m m�em.m mtu eomm. .. .emu�n cA�'�or°wv.aw ..%-•�•• m�ae-,a via wain2 m,w m. 4._.\. -��a _ . 1S'DUET7aC wfll on w.ns u usrvoi .�`� "" r-atrm zrs¢SMH #13 MANHOLE DETAIL \ Rm SMH J1A MANHOLE DETAIL \m NOTES W. .- aam 1IRr»1 ,epai mErmt.' a`r tsm w PIPE 1N'TRENCH tom• +aa«a'�""mw.e u,um• _ //k/ 0 i7 rC7` �mm.°sY z m �w�m�r s,�u � w�•.' - a""`m`�'u.u°�t��c.ra�e°.'atwO°wu'°°° pfJS - ,.,� h-'+-•r`-��.,,� a"�"".tm MEW a.nc:mc• INTERSECTION, AERIAL ' m m a,ss X . _ `-uxa •°°`. Q\, n`:_. .roe Rmmr°V.0° m•m.omm - .a awa W.2i6� WV.a1f,ash -, - $EWE�.'PLAN _..r.r .2, : ` '1'i ".� SPRING STREET � �'Y� �; HYAS. MA: SEASHORE::HOMES, INC DATES MARCH 21.2015'.� REY: APIaL 17,-201a(DPW COMM OM llr Gal0it7 elY�D '0.R'AImp WW -..mf a?Remssa SEWER CONNECTION PRO an>is .. RSV: MA4 s,,2bte FILE (oPw co�arT!s) �w4.e v m.a '^"rr•�r=r.XOaa :PLAN VFW ¢raa TYPICAL.MANHOLE DETAIL le I w our m aoomiaE m E eawa ceye basrneerurt rec ' pr>«m[amuo®,tweusr eo,Ywrc m l ` - WI en9ineera .. iAn,aov_PWoe ro rises Yeaolt.. wney ntuu ri.sw T �ua .:.• r 7 sr.w. r�uevw7arr w. man EXHIBIT D TOWN OF BARNSTABLE REQUIRED CONDITIONS TO ACCEPT PROPOSED SEWER MODIFICATIONS ,PART 1 -GENERAL. 1.1 DESCRIPTION A. Work Included: 1. Work in this Section is part of what is required for the Applicant to perform the proposed modification to the Town's sewer system. 2. Work shall include the following: sewer pipe installation, sewer manhole installation and modifications, sewer pipe testing, and preparation of record drawings. 3. Clean,test, and adjust each piece of equipment and/or system to the complete satisfaction of the Town of Barnstable. 4. Keep accurate record documents, for all ;additions, substitutions of material,, variations in work,and any other additions or revisions. B. General Definitions:. 1. Gravity. sewer testing, shall be. generally :defined as the performance testing and inspecting each and every length of sewer pipe and associated appurtenances.(including manholes). C. Submittals 1. The Contractor shall submit submittals of each.component of the proposed work to the Engineer and the Town for review and approval. D. Schedules: 1. The pre-startup meeting shall be held at least ten working days or to the beginning of construction. The meeting shall be held at the office of Department of Public Works,382 Falmouth Road,Hyannis,MA. PART'2-PRODUCTS—Not Used PART 3 EXECUTION 11. GRAVITY SEWER TESTING A. General: 13 1. All sewers, manholes, and.appwtenant'.work, in order to be accepted by the Town, shall be subjected to tests that will determine the degree of watertightness and horizontal and vertical alignment; 2. Thoroughly clean and/or flush all sewer lines,to.be tested,.in in a manner and to the extent acceptable to the-Town,,prior to initiating test.procedures: 3. Perform all tests and inspections in the presence of the Town engineers and others as in.accordance with the requirements of the local and state.codes. B. Line Acceptance Tests (Gravity sewers with no active service connections): 1. Test all gravity sewer lines with,no active service connections for leakage by conducting a low pressure air test. 2`. Equipment: a.- Pneumatic plugs shall have a sealing'length equal to or greater than the diameter of the pipe to be inspected: b. Pneumatic plugs shall resist- internal test pressures without requiring; external bracing or blocking. c. All air used shall pass,througha single central panel. d. Connect 3 individual hoses: (1) From the control panel to the pneumatic plugs for inflation, (2) From the control panel to the sealed sewer line for introducing.the: low pressure air, (3) :From the sealed,sewer line to the, control panel for- continually monitoring the air.pressure rise in the sealed line. 3. Testing Pneumatic Plugs: a; Seal test all pneumatic plugs prior to using them in the actual test. b. Lay one length of pipe on the ground and seal both ends with the pneumatic plugs to be tested, c: Pressurize the sealed pipe to 5 psig. d. The pneumatic plugs are acceptable if they remain in place without. bracing. 4. Testing Sewer Pipeline: a.. After the sewer pipe has been cleaned and the pneumatic plugs checked, place the plugs•in the sewer line at each manhole and inflate them. b. Introduce low pressure air into the sealed sewer pipeline until the air' pressure reaches.4 psig,greater than the average groundwater pressure. c. Allow a minimum of'2 minutes for the air :pressure to stabilize. to a W minimum of 3.5 psig greater than the groundwater: pressure. Groundwater is assumed to be at ground surface unless 'the Contractor can prove by otherwise by test pitting. d. After the stabilization period, disconnect the air.hose`from,the control panel to It the air supply. : e. The pipeline will be acceptable if the: pressure decrease'is. not greater: s than 1/2 psig in the time stated in.the following table for the length of pipe being tested:. Time(Min.)'for Length of Pipe 14 Pipe Diameter(inches) 0-100 ft 101-200 ft 201-300 ft 301400 ft: 4 2.0 2.0 2:0 2.0 6 . ... 3.0 3.0 3.0 3.0 8...... ........ 4.0 4.0 4.0 5.0 10.... ......... ...:........ 5.0 5.0 6.0 8.0 12............................. 5.5 5.5 8:5 11.5 5. Test.Results! a. If the installation fails the low pressure air test, determine the source of leakage.. b. Repair or replace all defective materials and/or workmanship and repeat low pressure air test at no additional cost to the Owner. C.. Line Acceptance Tests (Gravity sewers with.active services): 1. Test all new gravity sewer lines with active..services by conducting a ow- pressure air test on all joints using a. packer after all services have been connected or capped:at the property.line and all trenches backfilled but before the surface course of permanent pavement is installed. 2. Equipment: a. Closed-circuit television systein. b. Testing devices(packer): (1) Capable of isolating individual joints by creating a sealed void space around the joint being tested. (2) Constructed such that low pressure air can be admitted into the void area. (3) Shall contain a pressure gauge accurate to one tenth(0.1).psi.in-line with the feed line to monitor the void pressure. (4) Capable of performing in sewer lines where flows do not exceed 1/4 of the pipe diameter without resorting to any method of flow control. 3. Testing Sewer Pipeline Joints: a. Test all joints except those with visible infiltration. b. Procedure: (1) Pull television camera through sewer line in front of the packer. (2) Position the packer on each joint to be tested. (3) .Inflate the sleeves on each end of the packer. (4) Apply four.(4.0)psi pressure above the existing hydrostatic pressure on the outside of the joint to the void area created around the inside perimeter of the joint. (5) Shut off the supply of air once the pressure has stabilized at the required amount. (6) Monitor the void pressure for thirty,(30.) seconds. (7) Repair the joint if the.pressure drops more than one half(1/2)psi in the thirty (30)seconds. 15 i c.. Water pressure testing may be used in lieu of air:testing subject o review and approval by the Town. d. Re-clean and re-inspect all lines not approved by the- Town at. no additional cost to the Owner. e.. Repairing of Joints: 1. When a j oint 'fails the pressure test, excavate:and_repair the failed joint. Repairing joints with chemical grout will not be permitted. f. The. Engineer may request checking of the 'testing equipment for accuracy. 1. Perform standard air test on a clean continuous section ofpipe. 2. Repair the equipment if the-void pressure drops. g. Testing Operation.Inspection: 1. Reset each joint, as specified herein, prior to acceptance and final payment for joint testing. Retest all joints that fail until the test requirements are met. h. The contractor will supply a black and white photograph of every joint that fails the pressure test. D. Alignment Tests (Gravity,Sewers): 1. Perform tests for the correctness of horizontal and vertical alignment on each and every length of gravity sewer pipeline between.manholes. 2 ,Alignment tests, to be conducted after all pipe has been installed and backfilled. 3• The observation test, shal be conducted after ail upstream work has been. completed and the pipeline cleaned of debris. 4. Notify, the Town at least 72 hours.in advance of the proposed 'observation testing. 5. Introduce water° nto the:sewer lines to be tested from the upstream manhole prior to the observation test but no more than 24 hours in advance of the test. 6.. —Beam. a source of light, acceptable to the Town, through the-pipeline fiom both ends and the'Town will'directly observe the light, in the downstream, and/or upstream manhole of each test section. 7. The length of pipe between manholes, diameter of pipe and amount of light: . observed in the manhole 'at, the end of each pipe section will determine acceptance of the alignment,test by the Town. :8. The amount.of`vertical' and horizontal deflection shall riot be greater than the ASTM allowance and (manufacturer's recommendations) for the pipe;being. tested. 9: No standing water shall be allowed., The presence of atanding water hall be cause for rejection of that pipe(including manhole)section. I`0. Improper alignment will be corrected by re-excavation and resetting,of pipe at no additional cost to the Owner. E, Pipe Deflection: (Gravity,Sewers) 1. -Pipe provided under this specification shall .be`installed. so there is no more than a maximum deflection of 5.0 percent. Such deflection�shall be.computed 16 by multiplying the amount of deflection (normal diameter less minimum diameter when_measured)by 100 and dividing by the nominal diameter of the. pipe. 2. The Contractor shall wait a minimum of 30'days'after completion of a section of sewer, including placement and compaction of backfill, before measuring. the amount, of deflection by pulling a specially designed, gage assembly through the completed section. Thez gage assembly shall be in accordance with the recommendations of the pipe manufacturer and be acceptable to`the Town. 3. Should the installed pipe fail to meet this requirement,,the Contractor shall do all work to correct the problem as the Town may require without additional compensation. F. Television Inspection Tests(Gravity Sewers) 1 Where television inspection testing is required, test procedures shall be in compliance with the requirements. 2. No standing water shall be allowed. The presence of standing water may be cause for rejection of that pipe. 3. Any standing water, detectable leaks, improper, joints or any other unacceptable feature detected by the television inspection will be corrected by re-excavation and resetting pipe at no additional cost to the Owner. G. Inspection of Appurtenant Installations; 1.. Completely inspect, at'a time determined by the Town, all manholes and inlets to ascertain their compliance with-the Drawings and Specifications: Z. Provide access to. each manhole and inlet and check the following characteristics; a. Shape and finish of invert.channels; Watert fitness and finish of masonry structures b: g c. Location,type, and attachment of stops, d. Elevatiowand attachment of frames,covers, and openings; e. Pattern and machiningrof covers,and f. Drop connection arrangements. H. Manhole Leakage Testing. 1. Perform a vacuum test on all manholes. 2. All testing must be performed in the presence of a Town engineer. 3. Suitably plug all pipes entering-each manhole and brace plugs to prevent blow out. 4. The manhole shall be tested by a vacuum test after assembly of the manhole, connection piping and backfilling. Vacuum testing to be conducted prior to :construction of invent channels. 5;. Plug all lifting holes completely with non-shrink grout. 0111 ;6'. Properly tighten all boot clamps and brace all plugs,to prevent them ft being sucked"into the manhole. 7. Install,the testing equipment according to the manufacturer's instructions. 17 8. A vacuum of 10 inches of Hg-shall be drawn on the manhole and the loss of 1 inch of Hg vacuum timed. The manhole shall be considered to have passed, the test if the,time for the loss of 1,inch of Hg vacuum is: a. Not less than 2 minutes>for manholes less than.10-feet deep. b. Not less than 2.5 minutes for manholes 10.to 15-feet deep. c. Not:less;than 3 minutes for manholes more than 154eet deep. 9. If the manhole fails the initial test,the Contractor shall.locate the leak(s);and. make repairs. The manhole'shall be retested-until a satisfactory test result.is obtained. 10,. After the manholes have been backfilled:and prior to final acceptance, any signs of leaks or weeping visible inside the manholes shall be repaired and the manhole,made watertight. 3.2 RECORD DRAWINGS' A. Generale Legibly mark Contract Drawings to record existing utilities and actual construction of all work, 'including ,but not limited to the following; (where. applicable): 1: Existing Utilities Water mains and services; water main gate valves, sewer mains and services, storm drains,culverts, steam-lines, gas lines, tanks and other existing utilities encountered'during construction must be accurately located and shown on the. Drawings. In congested areas-supplemental drawings or enlargements may be required: a. Show any existing utilities encountered in plan and-profile and properly labeled showing.size, material and type of utility. Ties:should:be shown on plan. Utility should, be, drawn to scale in section (horizontally: and vertically) and.an elevation should be called out to the nearest hundredth of a>foot. b. IWhen existing;utility lines are broken and repaired, ties should'be:taken to these locations. c. If existing water lines are replaced ,or relocated, document the,area. involved and pipe materials,size,etc.,in a note,and with ties. 2. Manholes,Catch Basins and.other structures. a. Renumber stiucture stationing to reflect changes: b. Show ties to center of structure covers or.hatches.. c.. In general, show inverts at center of structures. However,for manholes:; with ,drop structures, or steep channels (greater than. 0.2' change. on slope),•show inverts at.face of manhole.; d. Show inverts for other structures at the face of the:structure: e. Draw any new structures that are added on'p-an and profile. f, Show any field or office redesigns. g. Redraw plan if the structure's,locat on,is moved more,than S feet in any. direction. ,[Note: It is important to show existing utilities, as outlined in Paragraph 1 'above, especially if they were:one reason for relocating the sewer,..manholes and other structures.] 18 h. Redraw profile if inverts changed by more than 6 inches. 3. Gravity Sewer.Line a. Change sewer line slopes indicated on Drawings if invents are changed. b. Draw any new gravity lines that.are added on plan and profile. c. Show any field or office redesigns. i d. Redraw the sewer.line profile if manhole inverts are redrawn. I e. Redraw the.sewer line on plan corresponding to relocated manholes. 4. House Services a. Draw all house services (even to empty lots) on plan, and show ties. b. Show ties or distances to wyes from manhole. c. Show chimneys heights in the profile: 5. Ledge a. Ledge profiles should_be shown. Note whether the plotted ledge profile reflects undisturbed or expanded conditions. 6. Roads a. Show centerline road profile and level spot elevations. b. Show pavement widths. G. On road cross sections,show the pavement cross slope. d. Showanydeviations from the,design.plans. John F, Meade,:Regista REGULATORY AGREEMENT SEASHORE HOMES, INC. 185 RIDGEWOOD AVENUE, HYANNIS, MA Summary: The Town of Barnstable and Seashore Homes, Inc. entered into a Regulatory Agreement pursuant to Chapter 168 of the Code of the Town of Barnstable, Regulatory Agreements and the Zoning Ordinances of the Town of Barnstable, specifically Section 240-24.1 Hyannis Village Zoning Districts. The Regulatory Agreement authorizes the construction of two (2)residential structures with a total of eight(8) units with a total floor area of 6,448 square feet at 185 Ridgewood Avenue, Hyannis, Massachusetts. The property is zoned SF—Single Family District and WP -Well Protection Overlay District and is shown on Assessor's Map 328 as Parcel 226. All units will be two-bedroom. One of the units will be designated as an affordable unit for households with income at or below 80% of Area Median Income, and the remaining seven will be market rate. The Regulatory Agreement authorized waivers from Zoning Ordinance, as outlined in Exhibit A of the agreement, specifically: • Section 240-53.B. 2 . —Reduction in parking landscape buffer,building to parking buffer ( ) p g P g A g • Section 240-24.1.5.A.—Permitted uses, to allow an eight-unit multifamily use in the Single Family Zoning District • Section 240-91. —Nonconforming Lot, lot size relief • Section 240-24.1.5(B)—Perimeter green space setbacks • Section 240-24.11.A.(5)(c)—20 Foot setback from all residential property lines in SF District • Section 240-35.G.(4)—Site clearing so less than 30%retained in its natural state The Regulatory Agreement also authorized waivers from Chapter 353, Article I (Storage or Garbage and Refuse)of the Town Code, as outlined in Exhibit A of the agreement. The Regulatory Agreement includes a requirement that sewer infrastructure be determined to be sufficient through either(a) improvements proposed by the developer, or(b)planned capacity upgrades to Town sewer infrastructure, whichever occurs first. Anyone wishing to review the signed and recorded Development Agreement may do so at the Office of the Planning Board, Planning& Development Department, 200 Main Street, Hyannis, MA or at the Town Clerk's Office, 367 Main Street, Hyannis, MA between the hours of 8:30 a.m. to 4:30 p.m., Monday through Friday. Barnstable Patriot Mary Barry September 28, 2018 Planning Board Chair I t ` i NOTESEggl�7enouse Rd. _ 5 LOCUS 1. DATUM IS NAVD 88 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING � a DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO a" COMMENCEMENT OF ANY UNDERGROUND WORK ON SITE. a Route 28 3. WATER AND SEWER ASBUILTS SHOWN BASED ON FIELD LOCATED COVERS AND CLEANOUTS, SEE ASBUILT TIES ON FILE WITH WATER AND SEWER DEPARTMENTS FOR TIES, ETC. 4, AS BUILT INFORMATION SHOWN HEREON TAKEN FROM A et EXISTING EXISTING EXIST FENCE FIELD SURVEY PERFORMED BY THIS OFFICE DURING APRIL, tr a St. FENCE DRAINAGE (NP) I 2019. NO( h MANHOLE � `n Sti (TYP)) y o v"' cn ° (TYP) k EXIST SHRUB th 2 0° / .(b RR SPIKE (TYP) O5� DWS S �a EXISTING x x-_x x-x -__ S83'1$' ,� x—x FENCED �—x-x 42 E 138.44' DUMPSTER PAD L EXISTING PAVED 'x x�x� o ' x�—x_� x� O PARKING x---x RR SPIKE APPROXIMATE LOCATION 8 N w EXISTING CATCH CB2 = OF EXISTING WATERLINE i LOCUS MAP 1 BASIN (TYP) RIM 40.1 MH1 EXISTING SEWER G'p o n RIM 40.5 MANHOLE (TYP) CB2 ; SCALE 1"=2000't i w a r' RIM 39.4 v, ` Q EXISTING PERVIOUS % � q \S \ ASSESSORS MAP 328 PARCEL 226 i PAVERS (TYP) �� � ___ __ ° i , — ti° " Q \tom OWNER OF RECORD MH2 `S M x y axs //w kF .y.,..,,f ' •,� ����. x' y�sc RIM 39.8 b s °'y° ° SEASHORE HOMES INC. x , z 00 Ac°M ox ® �'� x S i a� LAWN 10 EMBASSY LANE . � S � N :' '`� �' � N SIGN a YARMOUTHPORT, MA 02675 :::.:::: PENDING x 9 : ; WALK CO Dws N A� I x m REFERENCES EXISTING EXISTING —w m EXISTING a 8 HCP SIGN WHEELSTOP w TREE X EXISTING 8 (TYP) °Ac xiRRlc DEED BOOK 31547 PAGE 234 (TYP) x BUILDING ® ^ PLAN BOOK 9 PAGE 119, PB 676 PG 45 TOF=42.O IRRIGATED x k mq ZONING SUMMARY LAWN ® AC�� ��� 1 x k�x °C EXISTING ,yam Q ZONING DISTRICT: SF DISTRICT J I ® Q BUILDING 8 3 kC o ,z �, REQUIRED: TOF=42.0 x 'v ram, r_ _�, MIN. LO� SIZE 20,000 S.F.Ac :' >: 8 q m MIN. LOT FRONTAGE 20' ° 8 01 �, ® _ a MIN. LOT WIDTH 100, R� RiG o AC 8 �W MIN. FRONT SETBACK 20' i ® o MIN. SIDE SETBACK 10' x S ,,, MIN. REAR SETBACK 10' I N �� MAX. BUILDING HEIGHT 38' IV °--_ Ac �� BUILDING COVERAGE EXISTING S79'41'34'E ESE----°G �� �' NATURAL STATE 30% EL EC 142 54, e E__G—� 3HA _ IMPERVIOUS COVERAGE 50% METERS EXISTING 3 SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION GAS OVERLAY DISTRICT I METER EXISTING 3 EXISTING GAS .W o SEE DEVELOPMENT AGREEMENT APPROVED BY TOWN ELEC METER FOR GRANTED WAIVERS. METERS EXISTING CATV BOX 3� o AS BUILT z LEGEND SITE PLAN OF O SEWER MANHOLE I RIDGEWOOD RESIDENCES OD DRAINAGE MANHOLE AT tco • CATCH BASIN 1 SIGN #185 RIDGEWOOD AVENUE �- TREE Scale: 1"= 20' HYANNIS, MA SHRUB 0 10 20 30 40 50 FEET PREPARED FOR WATER SHUT OFF W WATER LINE SEASHORE HOMES, INC. OHE OVERHEAD ELECTRIC T COMMUNICATIONS ® � �jNof19g5 OF MAsgc DATE: APRIL 22, 2019 o�ya S9cti� fp� DAANSEL � off 508-362-4541 D DRAIN LINE �� �g DANIEI_A. N '0 A fax 508-362-9880 S SEWER LINE '�,® o OJAL A OJALA G GAS LINE Q� " CIVIL q No.40980 v downcape.com —X—X FENCE P � �' �� 46502 D �� qo down cape engineering, MC. PE S S\O ' STEM " r�^ V`G NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING F U R .ce S81O LG ss Civil engineers �Q land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE # > 8-028 18-028 BASE.DWG PLACE BALL ON SUBSOIL. REIMOVE AND DISCARD BURLAP EXCEPT _ UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING .MATERIALS LEGEND (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD CAPE COD BERM NOTES 12"X3" INTERGRAL WITH TOP COAT SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS TO MATCH EXISTING BUTT JOINT ON EXISTING BASE AND REMOVE OLD En mehouse 99 _ EXISTING CONTOUR 9 TOP OF EXCAVATE SUBSOIL 1. VERTICAL DATUM IS NAVD88• HORIZONTAL NAD83 MIA STATE PLANE. 1.5" TOPCOAT MASS DPW PAVEMENT TO PROVIDE A STRAIGHT EDGE. Rd , X 99 TYPE II Locus EXIST. SPOT ELEV. ROOTBALL SHALLBE EVEN AS REQUIRED TO 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR h 2.5" BINDER S, PLACE ROOTBALL LOT LINE STAKING OR ANY OTHER PURPOSE. > / STREETS, DRIVEWAYS LAWNS AND -[991- PROPOSED CONTOUR WITH FINISHED TO PROPER / AND WALKS CROSS COUNT GRADE ELEVATION. PLACE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE 0000o0o0 00000000°0000000 � 198.41 PROPOSED SPOT EL. ROOTBALL (1-888-344-7233 OR 811) AND VERIFYING THE LOCATION OF ALL » BITUMINOUS PAVEMENT LOAM AN SEED TH1 2" BARK MULCH EXISTING PAVEMENT o UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF 2. " BASE. 1.5" TOP MDPW TYPE I 1* AS SPECI IED �, o DIRECTLY ON PATCH TO MATCH EXISTING PAVEMENT a Route 28 DIRECTLY OVER SUBSOIL WORK. EXTEND GRAVEL 6 MIN. THICKNESS IF GREATER THAN 4" TEST HOLE PLANT HOLE PAST EDGE PAVE ,:,. COMPACT SUBGRADE ; EXCAVATE HOLE TO 4. CONTRACTOR TO COORDINATE UTILITY INSTALLATIONS WITH 12" REPROCESSED ASPHALT GRAVEL a o o SLOPE OF GROUND - APPROPRIATE VENDORS. MUNICIPAL WATER AND SEWER AVAILABLE. MDPW SPEC. VIB. ROLLER COMPACTED \j\\°o oti p o dQd X\ t� e{ 2� DIAMETER 3X WIDER ./\ UTILITY POLE - - THAN ROOTBALL. PAVEMENT CROSS SECTION -I GRAVEL \/\ O op o0 0 I II I -I II I BACKFILL HOLE 5. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, BASE COURSEo \�� o�h St 5t PEDESTRIANS, OR NEIGHBORING PREMISES. 12" REPROCESSED GRAVEL Y\\j o0 00 00 I I I=1 11=_ 11=1 11= WITH PLANTING NOT To SCALE \ \� FIRE HYDRANT =)I 1=III=III-I / / \\• EXCAVATION- EARTH OR ROCK SOIL MIX AS 6. IRRIGATION TO BE PROVIDED FOR CENTRAL LAWN & LANDSCAPING. LIGHTPOLE X X X SPECIFIED //// ALL ROCK EXCAVATION AND STONES St \ \ LARGER THAN 6" SHALL BE th 7. GUTTERS AND DOWNSPOUTS PIPED TO .ROOF DRYWELILS PROPOSED FOR i\\ o� � -G GAS LINE j// \ DISPOSED OF AND REPLACED WITH 5 a ALL ROOF RUNOFF. DRYWELLS TO BE SET IN CLEAN SAND, NOTIFY BERM EDGES j/\\j \\ APPROVED EXCAVATED MATERIAL -w WATER LINE ENGINEER FOR INSPECTION OF INSTALLATION OF DRYWVELLS, DRAINAGE, AS SHOWN /\\ \\� OR GRAVEL BORROW. �� m -E ELECTRIC LINE SHRUB PLANTING 1% MIN. 2% MAX. CROSS SLOPE PIPEGRAEL ROUND AND UNDER TO D PAVING SITEWORK. UTILIZE ,5VDEPITH L5'D A. PDS N-12 V INDICATED CC BERM WHERE COMPACTED %\/ \\ oo -OHE- OVERHEAD ELECTRIC PERVIOUS BRICK PAVERS -S SEWER LINE CEMENT CONCRETE 2000 PSI MIN. NOT TO SCALE CURB CUTS To BE 8.3% MAX. (1:12) COVER TO WITHIN 12" OF FINISHED GRADE. ALL PIPING 4" SCH40 AT / POROUS INTERLOCKING BRICK UNITS APPROVED BACKFILL IF CURBING SET IN EXISTING PAVEMENT. PROVIDE GRAY ADA TACTILE WARNING STRIPS 2%, /\\ \\ NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING CUT NEAT LINE 6" FROM CURB LINE AND REMOVE BY ADA SOLUTIONS OR EQUAL. 8000 PSI UNI ECO-STONE BINDER, BASE AND STONE. REPLACE HAUNCH,ENDS TO 12" THICKNESS 8. REFLECTORS AND SHIELDING SHALL PROVIDE TOTAL CUTOFF OF ALL I, ASTM C-936 CONCRETE UNIT PAVERS LOCUS MAP WITH CEMENT CONCRETE LIGHT AT THE PROPERTY LINES OF THE PARCEL PER BYLAW. ° °°°°°°°°°°° °°°°°°, \/ 4'-0' PERMEABLE BRICK PAVERS OR EQUAL /// \ BRISTLE BROOM FINISH °o°o;o°°o°°�°,�°o °°o°°°°° /\\// �\ SCALE 1"=2000'f 4" CONCRETE SLAB FINISH GRADE 9' FENCED REAR COURTS TO HAVE PERVIOUS GRAVEL SURFACE, GATES. 1" PEASTONE ,\\\ COMPACTED 6"x6'-#10 WIRE MESHY „ GRAVEL M1.03.1 o°a°o 1 ' MINIMUM 10. SEPARATE FIRE LINE AND DOMESTIC WATER LINES TO BE INSTALLED EXTEND 6 MDPW M1.03.1* VIB. ROLLER COMPACTED \\ ��` ASSESSORS MAP 328 PARCEL 226 Q 00000 FOR EACH BUILDING PER HYANNIS WATER SYSTEMS SPECIFICATIONS. I 12" PROCESSED GRAVEL (*5% MAX. PASSING #200) j\\j oo°oo ° ° 000°oo 00000 ° ° ° ° ° ° ° \ ^=`• ':� :;' . . .. ..*=; ,?: LISTED INSTALLER REQUIRED. COORDINATE WITH FIRE PROTECTION > /\/00 ° ° ° ° ° ° ° ° o o:o: oo ao p .�> -L. PLANS. 6' LOAM & SEED COMPACT SUBBASE 12 MIN. /\\/� °g °o °o °o °° .. °. o COMPACTED REMOVE TOP & SUBSOIL CO PA �\ CAREFULLY CO 12" ° o y� \ 8"MAX \ OWNER OF RECORD °o°0 8" GRAVEL BASE ALL DISTURBED AREAS \/\ 12"MIN. \' SELECTED MATERIAL OR °°°° °°°°°°°°°°°°°°° ° 11. OFFSITE SEWER IMPROVEMENTS PROPOSED SEE \\/ 9"MIN. �\ GRAVEL BORROW ° ° O ° ° ° ° ° ° O . •: � o o'. 000° Qoo.: n \ \ 00000 0000000.0.000�0 �,,� / , PROPOSED REGULATORY AGREEMENT TERMS. (TYP.) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL \\/�\ o0 0 00 0 \�� MWV ASSOCIATES LLC COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY \\// 0 , °°° �\ 22 CAMPION RD ° 12. REMOVE CURBING FOR DRIVEWAY, PROVIDE ADA COMPLIANT o COMPACTED SUBGRADE WITH VIBRATORY ROLLER. FILTER FABRIC \// D,4.6 o \, YARMOUTHPORT, MA 02675 HCP CURB CUT 1:12 MAXIMUM SLOPE, COORDINATE ROAD OPENING IF REQ'D �\ \ a6 d°s� ° CEMENT CONCRETE N C R E TE WALK PERMIT WITH DPW. PROVIDE GRAY TACTILE WARNING STRIP EA. SIDE. °o°oo 0 o a°°00 0 \' 1/2 O.D. PERVIOUS RICK PAVERS SECTION VERTICAL GRANITE CURBING PIPE �\ \\ �o obo° ° oo°o�eo°� \ \ SELECTED MATERIAL h ��// a D D> CAREFULLY COMPACTED bD°OD°OD°OD°bD°OD"OD°b \•. REFERENCES 00°00�op°° ° O°oa°00°00°op° NOT TO SCALE \ ooDobDob000abDobo b�p0p•�pb \\ 6" MIN. 6" CRUSHED STONE TREE MDPW SPEC. MATCH EXISTING. _ AB. BLDG. NOT TO SCALE -- o°oo °o° o° .°o°�o aoo°\\\ 3"CALIPER � .. - PARKING/BUFFER TREE / / \ \� DEED BOOK 14210 PAGE 101 RIM ELEV.S 40.9E \//// / \\\\\\\\� UNDER SEWER PIPE (RED OAK) MATCH PROP. GRADES NOTE: USE ECCENTRIC CONE IF ADEQUATE \' �,/� \\� \� . PLAN BOOK 9 PAGE 119 COVER EXISTS OVER SUMP TO ACCOMODATE. UNDISTURBED FIRM MATERIAL UNDISTURBED b ADJUST TO GRADE, CONE To CONFORM TO ASTM C-478 CUT BACK CUR ROCK SURFACE ZONING SUMMARY I 11►/1M /` R`/ \✓� WITH BRICK COURSES co UM A i WITH 3 8" MORTAR JOINTS H-20 RATED F&C NEW GONG. 1 :12 HCP / LeBARON LB268-3 H:-20 T LINE IS MAP 328 PARCEL 73 #19 PLACE ANY BED FRAME IN FULL MANHOLE FRAME AND COVER CURB CUT WITH ADA o LOW GRADE EXCAVATION 3/8" MIN. MORTAR BED. LABELED "SEWER' TO GRADE. ING LINE MWV ASSOCIATES LLC TACTILE ARNING o <v F UNSUITABLE MATERIAL ZONING DISTRICT: SF DISTRICT AB. BLDG. O BENCHMARK. DB 14210 PG' 93 k �, WITH CAREFULLY COMPACTED REQUIRED: PROPOSED: REINFORCED NEW BLACK RUBBER 8" G SF DISTRICTS STRIP GRA COLOR .� CENTER OF HOSE (1/2- ID) 8" TYP N SEWER COVER SELECTED MATERIAL MIN. LOT SIZE 20,000 S.F. 17,061 S.F. B 39.4 NAVD88 IN 12' LIFTS, MAX. , DOUBLE STRAND 12 GA ° °' } MIN. LOT FRONTAGE 20 126 FASTEN PVC TO INSIDE I GALV ANNEALED TWISTED WIRE 6" SDR35 � ----------- MH WITH STAINLESS X 4o.s IM. 40.3� SAW C T EXI NG z MIN. LOT WIDTH 100' 124' EARTH TRENCH ROCK TRENCH �I PVC AT � w 26" DIA. OPENIN INV. 36.5 ; 39.33 STEEL STRAPS/HARDWARE [1 AVEME PROPOSED 1 TREE WRAP. LAP ENDS DOWN 2% � ALIGN COVER. AND STEPS � � EOP I� 138•44' � '' MIN. FRONT SETBACK 20 20.1 h STOCKA FE E 1 DO NOT STAPLE a TO AVOID CONFLICT WITH DROP S 3'18'42" MIN. SIDE SETBACK 10' 10.4' Fr9STANDARD DETAIL 111 /I 3 STAKES EQUALLY SPACED _---_-_- FENCE `\ �RIIM. 40.1' EOp CCB o ' MIN. REAR SETBACK 10 10.8 1 AROUND TREE 2 1/2%2 1/2"x10' DUMPSTER AREA -� �� y X/ MAX. BUILDING HEIGHT 38' 18't PIPE IN TRENCH w o __�wv'_ '� ed �40•g v BUILDING COVERAGE 20.6% SPACED 1'-0" FROM TRUNK, C7 ,, II STAINED DARK BROWN. 4'-0" 5" PERVIOU _ _- -°j`po�e �,. `� o STAKES DRIVEN AT ANGLE AND o _ _ _ __ PROPOSED j NOT To SCALE NATURAL STATE 30% 38.6% GREEN __i_ _ _PAVED PARKING 1 � IMPERVIOUS COVERAGE 50% 49% 1 N WHEELSTOP _ PULLED VERTICAL WITH WIRE NQ PAVERS o -______�_�_ MIN 4'-0" BURIED 6 MAP 328 PARCEL 74 (TYP) �T1 _ > ,1 o INVERT OUT LISTED N OQ LF _ �o 1'-4" 11 MIN 3" DEEP SAUCER JAMES ARTHUR AVILA ��' -� _ 39.9' z SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION MIN 6" SDR35 PVC OUT- BUILD UP SIDES DB 4483 PG 5 s sLEEVE w,a ____ _ - 1 6.0' 8CF�DlJLE OVERLAY DISTRICT Y 3" DEPTH SHREDDED BARK MULCH 6" CRUSHED STONE BEDDING TO FULL PIPE HEI to ] ITHIN WER J N 1,>0 oyPLANTNG SERVICE WHERE ,�• ADJUST HEIGHT TO 1" WASH ,,;'.; ' :::: ,> • . ORIG. PLANT REVEAL CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING 9 l40 39.2 ' C.IN �� I 39 SYMBOL PLANT NAME SIZE 10' PERIMETER GREEN SPACE- WAIVER REQ. FOR ACME PRECAST, SHOREY PRECAST _OR EQUAL 0 I REMOVE BURu,P FROM TOP 1 4 V. 36a 5 \ _ _ BUFFER PER PLAN DIMENSIONS,7 �/ s ° r 9 VARIES: PRECAST MANHOLE 48 DIA lr ' 3 0 HALF OF ROOTBALL H - .. .. STEP SPECIFICATIONS. ASTM-C-478 : PS-2 PF-SL � �- U 5 o I i 3 � $ rn �, SHAMIrOc.R,Ir4F<E::.KRY �_ .�,.�. ____�_-.. __� ._ - Z ::. I ..;. COMPACTED SUB GRADE FIBERGLASS RUNGS`IMBED 3 MIN. O qj #5 f 8 EX � T/N ILEX GLABRA S/IAMROCK USES.„ SOIL MIX !) v \ N YI $ sT13 POLE _ SEWER MANHOLE DETAIL �� M UNIT H o - -� 143- 5 w � \ [4 .3 =- SIGN >;y 9 'EXISTING USE. VaCAN'T LAND- SF ZONING DISTRICT NOT TO SCALE N x __ j N�o N o P.J.M. RODODENDRON 30-36" PROPOSED USE: 'MULT'IFAMILY DWELLINGS- TWO 4-UNIT N z _ \ z RODODENDRON P✓.M°' I G _ \ �� x m I TOWNHOUSE STYLE RESIDENTIAL BUILDINGS FOR A PRO ED \ YWELL a TOTAL OF 8 RESIDENTIAL DWELLING UNITS 12" 12" WATER AUTHORITY: TOB WATER SUPPLY DIV. i UNIT ,a MIN MIN R -- LDING 5 x (TYP) MORNING LIGHT MAIDEN GRASS #5 Hans Kamer Superintendant ' x TOF = 0 " � �+ J w M/SCANTHUS S. "MORNING LIGHT' P.O.Box 326 #47 Old Yarmouth Road B� o TREE PLANTING DETAIL Hyannis, MA 02601-0326 � '` /�, PROPOSED x � mq� N PH. 1-5018-775-0063 / i ow BUILDING o PARKING CALCULATIONS: PERVIOUS / UNIT F ,' -� /�w; TOF = 42.0 0 O o F_ x IRRIGATED --, _ " 8 DWELLING UNITS WATER LINE NOTES: GRAVEL LAWN \\ ^ RED OAK " _ e` QUERCUS RUBRA 3 CAL. 1.5/D.U. + 1 VISITOR SPACE/10 = 13 SPACES REQ. COURTYARDS x \ s; �, �` t i `r N x LU = 1. ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF UNIT �� \ C r� tl�g 13 SPACES PROVIDED- INCLUDING 1 HANDICAP THE'TOB WATER SUPPLY DIVISION AS AMENDED To PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. k1 \ oo y 2. WATER MAIN AND FIRE SERVICE LINES SHALL BE PER FIRE CONNECTION PLANS BY OTHERS. x 26' LOT AREA \ _ 3g a � O / d 17,061 S.F.t \ x o z ,. ESTIMATED (2) 2" DOMESTIC WATER LINES AND 2 2" DIA. 200 PSI CTS PLASTIC FIRE LINES. MAP 328 PARCEL. 75 � • 3 �W hBr 3. GATE VALVE SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO ANDERSON SILVA \ 39 0 INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT DB 26407 PG 129 �- G- X' X GTE \ UNIT Df REQUESTED WAIVERS TO ALL APPLICABLE AWWA STANDARDS. VALVE SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI X \ Q ;yY TEST PRESSURE AND SHALL OPEN LEFT. b 26' x d 4. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF §240-53(B)(2) REDUCTION IN PARKING LANDSCAPE BUFFEiR, THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES E BUILDING TO PARKING BUFFER TO 1', 10' PERIMETER BUFFER TO 3" AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF THE 1Q2 VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS WHILE: THE VALVE IS GAMA SONIC IMPERIAL BULB 101- MAP 328 PARCEL 106 54 5 z MIN. UNDER PRESSURE IN THE FULLY OPEN POSITION. SOLAR LED COMPLETE POST LIGHT GARY E HAWKSLEY S79'41'34"E E I_ 3 SITE PLAN5. VALVE BOXES SHALL BE BUFFALO oR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL DB 8884 PG 85 94 §353-4 REDUCTION IN DUMPSTER SETBACK FROM ABUTTING VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER 4 Ro I '" 3�� 3HO PROPERTIES (COMMERCIAL TO NORTH) 4' PROPOSED. OF WITH CAST IRON COVERS. SEE DISTRICT REGULATIONS. TYPICAL LIGHT POLE r z STREET TRI-E y NEW oRID" EWOOD RE "% IDENCE%.jp 6. HYANNIS WATER SYSTEMS APPROVED CONTRACTOR AND INSPECTOR REQUIRED, #177 30 0•C• k ROP PO L m §240-24.1.5A DENSITY, 8 UNITS PROPOSED, ONE RESIDENCE PER NOT TO SCALE 7. CONTRACTOR RESPONSIBLE FOR AS-BUILTS AND PLACING SAME H DER^"r LOT ALLOWED. (REGULATORY AGREEMENT REQ.). AT ON ENGINEERED DRAWING AND SUBMITTING TO WATER DEPT. FOR THEIR RECORDS. / AN SITE LANDSCAPE PL §240-24.'1.5(B)(1) 10' 'PERIMETER GREEN SPACE (VARIES, 3" MIN.) #185 Rimu' GEWOODAVENUE H-20 HDPE CPP- SANITITE HP BY ADS MH CATCH BASIN CB# LISTED CAPE COD BERM W 12"0 HDPE RIM EL. LISTED RIM EL. LISTED 12"X 3" Scale: "= 20' , §240-24.1.11 A 5 c LANDSCAPING: 20' LANDSCAPED SETBACK TO O O HYANNIS, MA SLOPE 0.5% MIN. (TRENCHES LEVEL) j RESIDENTIAL PROPERTY LINE REQUIRED. WAIVER TO 4.5' MIN. TO PERF. ADS-N-12- PLUS CUT 0 r H-20 HDPE CPP WEST RESIDENCE AND 10.4' TO SOUTH RESIDENCE REQUESTED. PREPARED FOR w �> 0 10 20 30 40 50 FEET SLOTS WITH SKILLSAW E.O. RIB 00 12"0 HDPE OR PURCHASE SLOTTED PIPE Q O SLOPE 1% MIN. O CLEANOUT DETAIL: RIM ELEV. 40.75E §240-91 LOT SIZE RELIEF IF MERGER ISSUES WITH ABUTTING MIRAFI 140N TOP AND SIDES > ( SEASHORE HOMES, INC. .RIM ELEV. 40.95E Le BARON CAST IRON PITCH TO MATCH PAVE COMMERCIAL PROPERTY) ALSO RELIEF FOR ABUTTING LOT COVERAGE TOP FOUND. 42.0 PITCH TO MATCH PAVE H-20 RATED FEMALE ADAPTOR & THREADED PLUG IF REQUIRED DUE TO ANY MERGER ISSUES. (MAP 328/73) 2.0' (TYP.) 12.0, (TYP.) VALVE BOX TO °o°°o °o°o° ° °o o° ° o ° o° o GRADE AT �LDG. �i��\ DATE: MARCH 6, 2018 d �0° °° d °° O �0 °° °° INV. 36.5 (TYP.)REMOVE 3 C.B. TRAP 3 C.B. TRAP §240-35(G)(4) LOT CLEARING 30% NATURAL- 2% NATURAL REVISED THRU: APRIL 4 2018 (SPR COMMENTS) %o°o o 0 8� o°000�0 8��o ANY 12"0 HDPE PIPE INV. LISTED 12"0 HDPE PIPE MANHOLE ASTM C-478 4.0"0 SWEEP oo°Q000000 00000000o ELBOW ELBOW BUILDING PROPOSED (37% GREEN PROPOSED) REVISED THRU: APRIL 13 2018 (EDIT WAIVERS ELEC.) / UNSUITABLE SEE TYPICAL DETAIL TOP FOUND. 42.0 90' SWEEP > > A j SOIL PROPOSED PROPOSED 4' INTERIOR DIAMETER 4" CAST IRON AT E3 DG REVISED THRU: APRIL 27, 2018 (EDIT WAIVERS) / ENCOUNTERED 600 GALLON PRECAST 600 GALLON PRECAST AT 2.0% - H-20 CATCH BASIN REVISED THRU: MAY 31 2018 (PB COMMENTS) (IF ANY) H-20 MANHOLE - 6" 3/4" - 1 1/2" OX6'-8" SHOREY SOLID °'SDR FOR 4'Ox6'-8' sI�oREY soup INVERT 3s P� REVISED THRU: AUGUST 17, 2018 (MOVE WATER SERVICE) WASHED STONE UNDERNEATH BASIN H-20 OR EQUAC AND BESIDE PIPE AROUND BASIN SUMP MIN.H-20 OR EQUAL 4' SUMP MIN. 38.0E V.I.F.VF 37 6± T 37.4E T INVERT 6 CRUSHED STONElN. STONE _ EDDING �N0 MASSgc �tNOFM�ss9 Scale: 1"= 20' -- 36.5E V.I.F.VF REPLACE W o� DANIEL yG. cs 4" CAST IRON AT BLDG �t o`' DANIEL A. �� CLEAN SAND 14' AT 2 pq; A. / 0 10 20 30 40 50 FEET (o OJALA `-A 6 CRUSHED STONE BEDDING 70' 6" OS R 35 PVC C� 2% MIN OJAL_A CIVIL "' LT SECTION A-A � � � Joo` JoQ` SMH1 6" CRUSHED STONE BEDDING INVERT 35.5E EXISTING MAIN IN CENTER OF EXISTING ROADWAY. No.4063 0 No. off 508-362-4541 BRICK LINED CHANNEL BUILT SHORT WYE STUBS WERE LEFT AT MAIN, CONTRACTOR �o �P o - DRAINAGE fax 5D - SECTION F o $ 362 9880 UP TO FULL PIPE HEIGHT Ess o FASTEN TO INSIDE TO VERIFY STUB LOCATION SIZE PRIOR TO RUNNING PIPE. � o� � GlsTep. �� 0000 0�0o WITH STAINLESS / gNOSUR`IE� � FS �G downcape.com S/ON-AL E� • • STEEL STRAPS 6"OSDR 35 PVC 0 2.5%, MIN. 3.0' NOT TO SCALE dOW/! cape en �neer�n Inc. c & FASTENERS �� �sQ�o NOTE: ALL CONSTRUCTION AND DETAILS PER TOWN OF BARNSTABLE SPECIFICATIONS FOR SEWER CONNECTIONS og o0 0 DROP MANHOLE AT STREETLINE. DIRECT FLOW WITH ` �. "� C/ --� vil engineers ELBOW 40' - I 9 AT 2.5% MIN. land surveyors �` INV. = 32.2'E - SEWER PROFILE V.I.F. DANIEL A. OJALA PL PE DATE 3 BRICK LINED CHANNEL BUILT SMH2 939 Main Street ( Rte 6A) - EXISTING SEWER STUB YARMOUTHPORT MA 02675 UP TO FULL PIPE HEIGHT MANHOLE ASTM C-478 NOT TO SCALE INV. = 31.2'E SEE TYPICAL DETAIL PERMIT SET NOT FOR CONSTRUCTION - --- - -==-- - USE ADAPTOR REQ I - - - IF V.I.F. ,° 4