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Home My WebLink About0185 RIDGEWOOD AVENUE ,�'�5 Qa wuoa �rvc Rw 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 1 ,V TOWN: HYANNIS, MA ++ CONTRACTOR'S NAME: DENNIS MASON ¢ CONTRACTOR'S ADDRESS: P.O. BOX 462, DENNIS, MA 02638 n can on CONTRACTOR'S TELEPHONE NUMBER: 774-487-8086 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: KNAUF 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. I --W"" wl 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 1 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 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. Town of Barnstable 1 1 ,, s'., . c. tt - „� ,.. . : ,,, mi ,Yt ,;, i'.v,` :: >c.. ' u`., ''c u•l d•n g. Posth�s.Card SoisibleFr m the=Stteet,=A roved Plans.Must be Retained onJobandthis Cartl Must be Ken"tq aexzsrseae That)t is,1/ °� DPP r p� Y b "-'• Y x Saab 1".Y'•k E„c. *,." 1 r ' y �. M"� Posted Until:.Finalfrinspect�on W.as�Been;IVladek� �N„�� 1 eriiiit Wherea Certificate of Occu a ncY:�sRequrred,such Bulding;shall^Not,be Occupied until a Final inspection haskbeen made ; Permit NO. B-18-2777 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.Narne '` DENNIS L MASON Framing: 1 Address: 22 CAMPION;RD Contr act-orLicense CS=074821 2 YARMOUTH PORT, MA 02675 : Este Project Cost: $412,500.00 Chimney: Description: 1-4 UNIT WOOD FRAME,ASPHALT ROOF.APARTMENT BUILDING * Permlt Fee: $3903.75 BDG ONE(SHELL) FOR UNITS: A, B,C,D x F tt Insulation: Fee7Paid $3,903.75 (EAST BUILDING) 2 Date _ 10/16/2018 Final: Plumbing/Gas NOTE:As Built Required. Rough Plumbing: Project Review Req: r Building Official a,, Final Plumbing: Rough Gas: Final Gas: Electrical This permit shall be deemed abandoned and invalid unless the work authorized by thispermitis commenced within six month's after issuance. All work authorized by this permit shall conform to the approved application an ed.d the approvconstruction d.ocumentsfor which this permit has been granted. Service: All construction,alterations and changes of use of any building and structures,shall be in compliance with the local zoning by-,,laws and codes. Rough: This permit shall be displayed in a location clearly visible from access street 6ir road and shalltt3e M intained.o.pen.for public inspection for theentire 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 Inspection 5.Prior.to Covering Structural Members(Frame Inspection) Final: 6.Insulation ^7.Final Inspection before Occupancy Fire Department� /� , Final: Where applicable,separate permits are requir rical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. 0 `fit .......... ...._ iFBAIMMAEM �. ,b t o f L 4. u�.,47 4i\. a i . ........................ ...................... 3fi08B� Cl(!1�t�� 1�=F"lFitti '( =' a P®nitFee........... OH�aF�.. • k TotalFee Pffid.............:.................................................. TOWN OF BARNSTABLE by.................................on........................... BUILDING PERMIT .... . _.............> ...._.... .......:_... APPLICATION Section I—Owner's Information and Project Location Project Address Owners Legal Address Z. ��1nA�►®� �� City �+ T State 0 Zt-D owners Cell# ��` Section 2—Use of Stractare Use Group ► ❑ Commercial Stcuctae over 35,000 rabic feet Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling 6 Section 3-=Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire stnTc ) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description ltw-h J T act nndate&2MM19 ApplicationNumber.................................................... Section 5—Detail Cost ofProposed Constraction Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms E sting Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist❑WFCM Checklist ❑ Design Section 6—Project Specifics ❑ W"uing ❑ OR Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas -E] Fire Suppression ❑ Heating System ❑ Masonry Chimney' ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal Municipal "❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: '�4 `' ® I an using a crane ❑ Yes. No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information 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. f Has this property had relief from the Zoning Board in the past? E Yes ❑ No k Last undated:7MOI 9 L ApplicationNumber........................................... Section 9—Construction.Supervisor Name t� . r4 Telephone Number Address �.y .� '� CYfy State d . zm License Number��'License TppeVj3 XV. piration Date 122]ZO19 contractors ove+ # 1 • �.�1 I understand my resp A. der the rules and regnlatiams for Licensed Construction supervisor in accordance with 780 CMR the Massachusetts understand file construction iaspectiam pmeednres,specific and doc�im 80 $ie own ofBamstable..Attach a copy ofyour license. Signature Date 'on 10--Home Improvement Contractor Name, Telephone Number Address city State Tip Registration Number Expiration Date I understand my resgonsfbdities under the rules and regulations for Home Improvernent Contractors m aceordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town ofBamstable.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 responsibilities under the rules and regaMans for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspe ans and documentation required by 780 CMR and the Town ofBamstable. Signature Date ANT SIGNATURE Side Date ® t tk)v4= Print Name b .a Telephone Number �1 E-mail permit to: n rnpim o - r Section 12—Department Sign-Offs Health.Department ® Zoning Board Cif required) ❑ Historic District ❑ SrW Plan Review Cif r ❑ VIeeW.L / Fire Department Conservation ❑ For commercial work,pk=e take your plans directly to the fire de wfteW for approval Section 13—Owner's Authorization I, Pas Owner of the-subject property hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application for: (Address of job) Side of Owner date i Print Name Ut=awaa:2/ 2ois REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Mufti-family. Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 27% Climate Zone: 5 (6137 HDD) 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 ILIA: 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' Y :. 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 Low-E 90 0.300 27 Door 1:Solid 60 0.300 18 Floor 1:All-Wood Joist/Truss: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 REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference.to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions. &Req.ID 103.1, (Construction drawings and ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PRi)1 ;energy code compliance for the , fl ;building envelope.Thermal []Not Observable ; lenvelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, 1documentation demonstrate Oboes Not 403.7 ;energy code compliance for [PR3]1 {lighting and mechanical systems. ❑Not Observable C '!Systems serving multiple ❑Not Applicable ,dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. ; 302.1, Heating and cooling equipment is'; Heating: ; Heating: ;❑Complies j 403.7- sized per ACCA Manual S based I Btu/hr ; Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA CoolinGO, Manual j or other methods Btu/hrg Btu/hag ❑NotObservable approved by the code official. tlNot Applicable Additional Comments/Assumptions: 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.2 of 9 r Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;ElComplies [FOII]z protect exposed exterior insulation :ODoes Not and extends a minimum of 6 in.below grade. UNot Observable; ONot Applicable 403.9 Snow-and ice-melting system controls ElComplies [F012]2` installed. ;E]Does Not J ;[]Not Observable ;E]Not Applicable Additional Comments/Assumptions: 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 3 of 9 ,Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 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 j 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, I ; 402.3.6, ;❑Not Observable 402.5 i ;❑Not Applicable [FR2]1 � I I � 1 , I 303.1.3 U-factors of fenestration products ❑Complies ; [FR4]1 !are determined in accordance []Does Not ;with the NFRC test procedure or I taken from the default table. ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier. ❑Complies ; [FR23]1 l installed per manufacturer's ❑D ; I oes Not I instructions. , ❑Not Observable , ❑Not Applicable 402.4.3 j Fenestration that is not site built ❑Complies ; [FR20]1 "is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA lOT 1.5.2 A440 I® []Not Observable ,or has infiltration rates per NFRC ; P , 400 that do not exceed code ❑Not Applicable , limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate:0.0 cfm leakage at 75 Pa. ❑Not Observable []Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 ;insulated >= R-8 where duct is I ❑Does Not ® ;>=3 inches in diameter and> 111-6 where<3 inches..Supply I and Not Ob servable ; Ireturn ducts in other portions of ❑Not Applicable , the buildinginsulated>=R- I 6 for , ;diameter>=3 inches and R-4.2 for<3 inches in diameter. ; 403.3.3.5 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums., ❑Does Not ❑Not Observable E ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ❑Does Not , j below 55 QF are insulated to aR- ;❑Not Observable 3. :[]Not Applicable' 403.4.1 I Protection of insulation on HVAC ❑Complies ; [IFR24]1 piping. ❑Does Not lJ I. []Not Observable ; ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ;' R- ;OComplies [FR18]2 >_R-3. ;❑Does Not ❑Not Observable ' ❑Not Applicable 403.6 , Automatic orgravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier2) 3 Low Impact(Tier 3) Project Title: Report date: 08/22/18 Data filename: Untitled.rck Page 4 of 9 r Additional Comments/Assumptions: 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 5 of 9 Section Plans Verified Field Verified.. Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 i ❑ Steel ;❑ Steel :❑Not Observable I❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and []Does Not [IN211 j in substantial contact with the g1 ;underside of the subfloor,or floor ❑Not Observable , 1framing cavity insulation is in ❑Not Applicable contact with the top side of isheathing,or continuous 'insulation is installed on the ; underside of floor framing and extends from the bottom to the top of all perimeter floor framing ; members. 402.1.1, I Wall insulation R-value. If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the Wood ;❑'Wood ;❑Does Not ;table for values. 402.2.6 'wall insulation on the wall [IN3]1 ;exterior,the exterior insulation mass Mass []Not Observable requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 iWall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. []Does Not i ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Report date 08/22/18 Data filename: Untitled.rck Page 6 of 9 Section ; Final Inspection Provisions Plans Verified Field Verified; &Req.ID ' Complies. Comments/Assumptions #. Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies, ;See the Envelope Assemblies 402.2.11 ; ;❑ Wood ❑ Wood. :❑Does Not table for values. 402.2.2, 402.2.6 ; ;;❑ Steel {❑ Steel ;❑Not Observable [FI1]1 t❑Not.Applicable 303.1.1.1,;Ceiling insulation installed per E ❑Complies 303.2 manufacturer's instructions. ❑Does.Not [F1211 .Blown insulation marked every ; 300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [EI22]?, insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. []Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies [FI311 l insulation>_R-value of the :❑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 ach in Climate Zones 1-2,and El Does Not l<=3 ach in Climate Zones 3-8. :,[]Not Observable ❑Not Applicable 403.2.3 !Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14J1 cfm/100 ft2 across the system or ftz ftz ❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa.For rough-in ; !❑Not Observable tests,verification may need.to ;❑Not Applicable: ; occur during Framing Inspection. 403.3.2 1Ducts are pressure tested to cfm/100. cfm/100 ;❑Complies [F127]1 (determine air leakage with ftz ftz ❑Does Not ;either: Rough-in test:Total ;leakage measured with.a. ;❑Not Observable ` pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including. ; ;the manufacturer's air handler enclosure if installed at time of ;test: Postconstructiontest:Total ;leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system ;including the manufacturers air handler enclosure: ; 403.3.2.1 ;Air handler leakage designated, ❑Complies [F124]1 I by manufacturer at<=2%of ❑Does Not ;design airflow.. ❑Not Observable ❑N'otApplicable 403.1.1 Programmable thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not j heating and cooling systems and initially set by manufacturer to, []Not Observable code specifications. ❑Not Applicable , 403.1.2 Heat pump thermostat installed' [ Complies ; [Fll( on heat pumps. ❑Does Not []Not Observable I ❑Not.Applicable 403.5.1 Circulating service hot water ❑Complies [Flll]2 systems have automatic or ❑Does Not accessible manual controls. ; ❑Not Observable. ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 08/22/18 Data filename: Ontitled.rck Page 7 of 9 r Section Plans Verified Field Verified #' Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 403.6.1. All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed a ❑Does Not HVAC equipment meet efficacy and air flow limits. J❑Not Observable ; ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating f ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems :, ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- l : ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system ` pumps start the pump with signal ! for hot water demand within the ; occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the 4, []Not Observable ` heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies ; [F130]2 have recirculationum s that ❑ l pu mps Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable ; water source through a cold ❑Not Applicable water supply pipe have a a demand recirculation water ; system.Pumps have controls. that manage operation of the pump and limit the temperature of the water entering the cold 1 water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 }tested in accordance with CSA ❑Does Not 3 B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for. ❑Not Applicable individual units connected to one or two showers.Potable water- ; side pressure loss of drain water ; heat recovery units<2 psi for individual units connected to ; three or more showers. I 404.1 I75%of lamps in permanent C_lComplies [FIV Ifixtures or 75%of permanent ❑Does Not ifixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. []Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3" no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 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 I Section Plans Verified Field Verified # Final Inspection Provisions Complies. Comments/Assumptions &Req.ID' Value Value 401.3 Compliance certificate posted. (]Complies [F1712 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑NotObservable ❑NotApplicable. Additional Comments/Assumptions: 1 Fligh Impact(Tier 1) 2 Medium Impact(Tier 2) 3-l.ow Impact(Tier 3) Project Title: Report date: 08/22/18- Data filename: Untitled.rck Page 9 of 9 r 2015IECC Energy Efficiency Certificate C�J( Abov"rade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): ��.. maw Window 0.30 Door 6.30 Heating System: Cooling System: Water Heater: Name: Date: Comments n Massachusetts Department of Public Safety i Board of Building Regulations and Standards License: CS-074821 Construction Supervisor 'Y» 04, .d DENNIS L MASONSRI PO BOX 462 k ' DENNIS MA 02638 Expiration: Commissioner 03/2812019 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 curfent edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing informationVisit WWW.MASS.GOV/DPS �'k Tire Co»etnonwealth ofMassachmsetts Department of IndustnalAccaents Office of Invesfigadons 600 MashiiWon Street' Boston,AL4 02111 www.mass govIdue Workers' Compensation Insurance Affidavit: Builders!ContractorsMecticA licantm ans/plu»bers InforPlease Print Legit Name(BusiuewOcganizaiion!Individual): Ad&ess: 6. 60,% 12 5111 . City/State/Zrp IKa.O � Ph � one# p i.�� `� . i7.0 Are you an employer?Check the appropriate box: l. I am a employer with 4. I am a general contractor and I Type of e con (required): employees(full and/or part time}.* have hired the sub-contractors iS. 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. work' , mg for in any capacity. employees and Have workers (No workers'comp.insurance comp.insurance.: 9. Building addition TeElwred.l `. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing.all work officers Have exercised-their: IL Plumbing repairs or additions: myself`[No workers'comp. Tight of exemption per MGL insurance12. Roof repairs required]t c::252,§1.(4),and we have no employees.[No workers' a . Otter comp.insurance required.] ;Any applicant that:cbecks box.#I must also fill:Out the section below"sh i their wottazts•cam i Homeowners who submit this affidavit indicating ° Aens�on Policy information they ate doing all worth and then hire outside contractms must submit a new affidavit indication such. 3Conirsxors that check this box must attached an:additional sheet showing the-name of the suy w -aud staff wlcet w or not ftse entities have employvees. If the sub=oontractots have employees,they must p Dvide their wodwrs' MV•Pw6oY number: am an employer that is pray` ' rdntg workers conipensatwn.insurance infonnU& : or. 'f etttployee� Betow,is the policy and job site Insurance Company Name: Policy.#.or Self-ins tic:: .. . ... . E tra tton:I)ate: Job Site Address- city/State/Zip. Attach a copy of the workers'compensation policy declaration Failure to secure coy page(showitgg the poficY anMber and expiration date). erage as required°under.Section 25A of MGL c.152 can.leaa to the imposition of criminal penalties of a line up to$I,500.00 and/or one-year imprisonment,as well as civil penalties in the form.ofa STOP WORK ORDER and a fine of up to$250.00 a day aga"utst the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insuran coverage verification. 1 do hereby rti u er Ike enahW o P f 96MY that Ikel urfOnxl provided above is tide and correct •/Si lure: Date: - Phone.#: 050% l irse:enty. Do sot write in dds area,to Ire compteted'bjs ctty or 10103.oj}'ieia[ City or Town: PernlwLiceuse# Issuing Autheri ty(circle one): L Board of Health:Z.Building Department 3 Cih'/Town Clerk 4.Electrical:_Iespector. 5..Plamhi>g Inspector Other Contact Person: Phone E I Town o€Barnstable Planning Bard www townofbarnstable-us/plannirngboard.Umir 8 June 26,2018 Sce t steam EricSteinhilber,President Barnstable Town Council. Clerk 367 Main.Street Steven Costello Hyannis,MA 66oi members Pao Cudey Pabick Form Regarding; Report of the Barnstable Planning Board to Town Council.on proposed FredlaWva Re ulato. jdhy S g ry Agreement with Seashore Homes,Inc. Dear President Steinhilber, TOM Cogra Lh9son Mafitwi l evesque On April 23,2018,Seashore Homes,Inc.submitted an application to the Planning Board fora Regulatory Agreement pursuant to Chapter 168 of the Code of the Town of Barnstable. The two( Director Applicant seeks to construct t2).residential structures with a totaI of eight(8)units with a total Elizabeth i '"s floor area.of 6,448 square feet at 185 Ridgewood Avenue,Hyannis,Massachusetts. All.units will wAdaat Plwam be two-bedroom.One of the units will be designated as art affordable unit for households with Paw_w income:at or below 80%of Area Median income,and the[ernaining seven will be market rate. Karen Herrand The Planning Boardheld a duly posted and noticed public hearing on the proposal on,May 14, 2018 Which Was.continued to June 11 and June 25;2018. At-the:conclusion of thebearing,-the Planning Board unanimously voted to recommend the Town:Council execute a regulatory agreement consistentwith.the agreement reviewed.by the Board:. Respectfully Submitted,. t Mary Bar y,C(1a i t� . .1 i. ff cc: Eli beth Jenkins;Pianning'&Development. Ann Quirk,Town.Clerk 200 Main Street,Hyannis,MA 02601 367 Main Street,Hyannis„MA 02601 i I 6" MVVV Associates, LLC 22 Campion Road { YarMouthport MA 02675 i April 25,2018 Town of Barnstable : Planning Beard and Building Department 367 Main St. Hyannis MA 02601- t Re: '85 Ridgewood Ave., Hyannis MA To Whom This May Concern: I hereby authorize Deborah A. Mason and Dennis L. Mason of Seashore Homes, Inc.to act as agents regarding the regulatory agreement appiicafion to build rental housing on the property located at 185 Ridgewood Avenue of which l-am the owner. 1. If required, !authorize©s_borah A. Mason and.Dennis_L-_Mason.of Seashore Homes. lnc.to appi}�for relief for abutting lot coverage if required due to any merger issues with ` abutting commercial property{Map 328t73} 195 owner. Ridgewood Avenue of which I am the Sincerely, MWV Associates, LLC COMMONWEALTH OF MASSACHU3ETTs Barnstable,ss On this a?a of � ay Apn'i,2018,before me,the undersigned notary public,personalty appeared X-m 'VP►�wr�-J�v proved to me t WoWh satisfactory evidence of identification,which was.MA drivers j ltcense,to be the person whose name is signed on the preceding or attached documents,and i to me that helshe signed ft voluntarily€or Purpose.and histtter free and deed_ acknowledged i Notary Public Commission Expires GENA t. RQBERTS o Rotary Putt COi�trdQNN�AITH OF AtflSSltQ My Commission Expo. Febnuary 2d,2023 Town of Barnstable' Building Department Services THE Brian Florence,CB.O BARNSTABLE o� MW Building Commissioner " 200 Main Street, Hyannis,MA 02601 �a`0� www.town.barnstableana.us Office:.508-862-4038 K «�.{$ Fax:508-790-6230 April 9, 2018 Seashore Homes, hie. C/O Mr.Dennis L.Mason P. O. Box 462 Dennis,MA 02638 RE: Site Plan Review#02.0-18 Seashore Homes - REGULATORY AGREEMENT 185 Ridgewood Avenue;Hyannis Map 328,.Parcel 226, Proposal: Construction of two multifamily residential buildings along with site improvements including a shared parking lot with 12 spaces: Residential buildings will be composed of (2)4-unit townhouse design with 8 units;total floor area of 6,44.8 sX (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:. e 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 6,2018 last revised April 4,2018;and,"Turn Radius.Sketch Plan"dated April 4,2018 Drainage Calculations,dated March 28,2018,.and Stormwater&Operations and Maintenance Plan— 185. Ridgewood Avenue,Hyannis,MA"dated March 27,2018 all prepared by Down Cape Engineering-,Inc. for Seashore Homes;.Inc. Also,-floor plans and elevations entitled"Seashore Homes,Inc., 185 Ridgewood.Avenue,.Hyannis,MA",6 Sheets, dated February.28,20.18,revised April 3,201:8 to add fire 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;density; 2 principal structures/one:lot; lot size/coverage relief,if needed;reduced green space perimeter;, reduction.in setback from lot ine;reduction of landscaped setback to residential property line, Contact: Elizabeth Jenkins;Director,Planning&Development.Tel: 508-862--4678. • 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 gT execution of a formal agreement with DPW prior the granting of the Regulatory Agreement Contact: Amanda Ruggiero,Assistant.Town Engineer._ Tel: 508 790-64'00 Ext 4933.. e A road opening permit will be required from DPW. HC ramps with grey pads on either side:of the driveway are required. Use of the same materials is re curb cut.. giu=ed for.a seamless:restoration of the o .Both buildings are required to be fire,safety sprinkler protected Water line layouts will need to be coordinated with the Water Dept..for 2 fire service lines:as proposed. A FPE.flow test will be required to confirm adequacy. CO detectors will also be required. Contact: Deputy Chief Dean Melanson,Hyannis FD. Tel:. 508-775-1300. Addressing will need to be coordinated with DPW and receive Hyannis FD approval. Contact: Matt Summer,DPW Tel: 508-790-6400 Ext.4942. o Rental,units must be registered with the Health Department and inspected annually. Contact: Kathryn Soto,Health Department Tel: 508-862-4072 Applicant must obtain all other applicable permits; licenses and approvals required. Upon completion of all work,a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certificatio made u n, pon:knowled .. and belief in accordance with professional standards that all work has been.done in compliance_with.the approved site plan(Zoning Section 240-105 (G). This document shall.be submitted prior to the issuance of the final.certificate of occupancy. Sincerely,. Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence;Building Commissioner,SPR Chairman Elizabeth Jenkins,Director of Planning&Developwent Deputy Chief Dean Melanson,Hyannis FD Amanda Ruggiero,Assistant Town.Engineer,DPW Planning Board Health Department. Town of Barnstable Building Department Brian Florence,CBO IBuilding.'CommisMoner 1 BRI�STABI, . 9, ��` 200>Main Street;. Hyannis,'MA 02b01 r ^ v►WWAawn.barnstabte.waxs „. Office; 508-862-4038 Fa. 508-740-6230 April 24,2018 Gail Hanley,Clerk Cape Cod Commission P. n. Box 226 Barnstable;MAA 02630: RE: Jurisdictional Determination foi 185.Ridgewood Avenue, Iiyacuiis Dear Ms..Hanley:. . Lam writing pursuant to Cape Cod Commission Regulations,Chapter D,Development Agreement Regulations Governing the provisions for Development Agreements, Barnstable County Ordinance-92=I,as amended through November,2014,Section 6,and Chapter 168 of the Barnstable Code. This letter is.to inform you-that the Town has received a request for a regulatory agreement f©r the propetty located at located.at 195 Ridgewood Avenue,Hyannis. 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 containing a total of eight,(8)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 proposed.development:is not a Development of Regional Impact and need not be referred to the Cage Cod Commission.for review at.this time-for.the following reasons.- The proposed development is located.in the:Downtowm Hyannis Growth Incentive Zone as approved by the Cape Cod Commission Rc-Designation Decision dated April 19;2018. The proposed development does not meet.or exceed the applicable,DRI"Review Thresholds established under Findings_28 through 31.and Exhibit B of said Downtown Hyannis Growth Incentive Zone Re-Designation Decision;namely e The proposed development is not an-addition or expansion' to Cape Cad.Hospital` involving building construction of greater Lthan 10,000 sq:ft net new Gross Floor Area or an Outdoor Use.of gieater than 4Q,000 sq$Total Project Area; • As represented by the applicant,the proposed development does not rcquire�.the.: preparation ar.Environmental Impact Report under.MEPA - • The proposed development is not a Demolition 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 a Old Kings Highway Regional Historic:District; a The:proposed development is not the construction or expansion of any bridge, ramp,road or 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 MGI :Ch. 131,:Section 40)intended-to serve any.use other 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,with auxiliary or accessory uses greater than 10,000 sq ft of building Gross Floor Area or 40,000 sq ft of Total Project Area for Outdoor Use; ® The proposed development is not the construction of a Wireless Communication Tower exceeding 35 ft in height from.natural grade;is not a Concealed Antenna. Monopole equal to or greater than$0 ft'in height from:natural grade or with:greater than:1300 sq ft of Occupied Area;and is riot the reconstruction of,attachment to or replacement of any-existing.Wireless Cominunications Tox%=er-power transmission structure or utilitypole for the purpose ofsupporting-antennas)-for transmitting and/or receiving:radio-freg tency communications that increases:its overaff height.above existing grade by rnore than 20,Peet.;. 4 The proposed development is,not site alteration or:site disturbance greater than two acres,including but not limited to clear cutting,grading and clearing land,except as conducted in conjunction with a buildingpermit fora structure,a•DRI approval or a municipal protect;and • The:proposed development has not been referred by the Town and accepted by the Cape Cod Commission for Development of Regional impact review as a Discretionary,Referral,pursuantto Section 12(c. of the Cape Cod Commission Act and Section 2(b).of the Commissions Enabling Regulations Governing Review of Developments of Regional Impact.. Please contact me if you have any questions regarding this matter. • Sincerrely�, Brian.Florence Building Commissioner I o �501 cuss Type. y 1802271.-165 Ri dgewool ave:Hyannis MA 183361R GABLE Jots Reference "onat Reliabte Tn ss.and Components,New Bedford,MA 02745,Neyshali Toro 8210 s Jun 13 2018 MiTek Industries Inc. Fri Jul 1313:58 58 2018 Page 1 ID:TJel0j3_AotMXUFMN4?dLmzf7Ql-S4b6?Hll gUJOaMi&MTZvROLTEXsuDZenxfjKsyyTeR 13-" 27-" 13-M 1343-0 4x4=, {$k iz Scale=1:47.4 7 B 9 40 6.00 12 10 1. 4 2 3 13 T�4 1 15 3x8 11 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 0-5-0 1:0-3.8 E e 15:0-0-1 0-0 3 0 15:0- 3-0 0-3-0 LOADING(psf) SPACING- 24)-0 CS1: EFL i I U fl Ll TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 (LL) n a Na MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C Na 9 8CLL 0.0 ' Rep Stress Inca -YES WB 0 Horz 0. Na BCDL 10.0 Code IRC2015rfP12014 Weight 122 lb FT=20% LUMBER RAC TOP CHORD 2x4 SPF No.2 OP CHO S ing directly applied or 104)-0 oc purlins. SOT CHORD 2x4 SPF No.2 T CHORD ig y applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEDGE Left 2x4 SPF No.2,Right 2x4 SPF No.2 O O O REACTIONS. All bearings 26-0-0. (lb)-Max Horz 28=138(LC 8) Max Uplift All uplift 1001 r at joi s)23,24, 5, 2 ,20,19, t =131(LC 8), 17=120(LC Max Grav AD reactions 5 at joint(s)23,24, 6,27,2 , 18, except 22--265(LC 18), 28=277 - (LC 20) FORCES. (lb)-Max Corn Ten I forces 250(lb)or less except when o NOTES- 1)Unbalanoed roofiive ve been considered for this design. 2)Wmd:ASCE7-10;V - 4 (3 second gust)Vasil=111mph; CDL=6.OpsF h=30ft Cat_11;Exp 8;enclosed;MWFRS (envelope)gable end zo "lever left and right exposed; I and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss on to wind(normal to the face),see Standard Industry Gable End Details as applicable;or consult qualified bull m i per ANSIFfPI 1. 4)All plates are 2x4 W20 unless otherwise indicated. 5)Gable studs spaced at 2-"oc. 6)This truss has been designed for a 10.0 psf bottom chord h nonconcurrent with any other live loads: 7)`This truss has been designed for a five load of 20.Opsf on the bottom chord in all.areas where a rectangle 3-&0 tall by 2-M wide will fit between the bottom chord and any other members. 8)Provide mechanical Cormection(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(jt=1b)27=131,17=120. y�l OF AMS 9)Non Standard bearing Condition. Review required. �� 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R80210.2 and referen standard ANSUTPI 1. g TIMOTHY L. N LOAD CASE(S)standard g l.aCHAPELLE R', U CIVIL o..30 0 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 for lateral 0 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. f [118;336�1R �502 ��C�mmmon se Type. y 1802271-185 Ridgewood ave.-Hyannis MA �� 14 1 Job Reference(optional Reliable Tn=and Componerds,New Bedford,MA 02746,Neyshali Tom 8.210 a Jun 13 2018 Wei Industries,Inc. Fn Jul 1313:59:00 2018 Page 1 ID:TJel0j3 AotMXUFMN4?dLmzf7Q1-4rCMXhIZYnkIGuWj2nV1?s5Shl29Mv?wEFBQPIyyTcP 6-10-3 13-8-0 20 5 13 27.4-0 6-10-3 6-9-13 6-9-13 6-10-3 54= Scale=1 A6.6 4 6.00 Fl2 2x4\\ 3 5 4x4 i 2 g4x4 4x4 4x4 1 7 o 10 i t 9 8 5x6= 5x6= 3X4= = 3X4= 3-1-7 1 _ 9-1-7 1 7 Plate Offsets - 1:0-1-15 0-2-4 :0-1-15 0 2 4 LOADING(pli SPACING- 2-1 CSL EFL. 1 1 U it TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.96 LL) 1 10 > 99 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C >731 8 BCLL 0.0 • Rep Stress Incr YES WB 0 Horz ni BCDL 10.0 Code IRC2015/TP12014 Weight 108 lb FT 20% LUMBER- RACI . TOP CHORD 2x4 SPF li OP CH S Bathing directly applied. BOT CHORD 20 SPF No.2 T CHORD i WEBS 2x4 SPF No.2 9 ectly applied or 9 10 2 oc bracing. SLIDER Left 2x6 SPF 1650F 1.5E 3-8-14,Rig F 1.5E REACTIONS. (Iti/size) 1=135210-3-8 (min:0-2- 0-3-8 (min 2) O Max Horz1=I38(LC-8) Max Uplift1=198(11X 8),7 (LC 9) FORCES. (Ib)-Max.Comp./Max.T .- I 50(Ib)or less sh TOP CHORD 1-2=2257/320,2-3- 1983/351,4-5= 3 52,5-6 5, 6-7=2256/321 BOT CHORD 1-10=-344/19 1= 300,9-11=101/1300,8-9=101/ 1900 WEBS 4 8=158f7 - 2,4-10-1581706,3-10=483/292 NOTES- 1)Unbalanced roof live a been considered for this design. 2)Wind:ASCE 7-10;Vu - 4 (3-second gust)Vasd=111mph; CDL=6.Opsf;h=30ft;Cat 11;Exp B;enclosed;.MWFRS (envelope)gable end zon , lever left and right exposed; I and right exposed;Lumber DOL=1.60 plate grip DO11i 3)This truss has been designed for a 10.0 psf bottom chord'" rrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf ord 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,with L-1 Opsf. 5)One H2.5A Simpson Strong-Tie connectors recoin ct hiss to bearing walls due to UPLIFT at jt(s)1 and 7.This connection is for uplift only and does not consider lateral fo 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and'referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Ilia OF A4 � sqc o� TIMOTHY L. yG g LaCHAPELLE v CIVIL 0.34 0 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 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. t Truss Truss Type QtyY 1802271-185 Ridgewood ave.-Hyannis MA ,183361R 502A GABLE 2 1 Job Reference(optional) Reliable Truss and Components,New Bedford,MA 02745,Neyshali Toro - 8210 s Jun 132018 MiTek Indust ies,Inc. Fri Jul 1313:59 03 2018 Pagel ID:TJe10j3 AotMXUFMN4?dLmzf7Q1 VPtIJ9jKRri6c7LElkv3kcVjBDFE1ZGoNwCM404yyTcM 13-8-0 27-4-0 13-8-0 1343-0 4x4= Scale=1:47.4 8 7 9 6.00 12 6 10 5 \ 11 4 2 3 13 2ST3 T1t4 r� 1. 15 d HW. 3x8 11 3x8 II 28 27 26 25 24 23 22 19 16 1 16 5x6= 2 Plate Offsets - 1:0-0-1 0-0-3 1:0-0-3 0-5-0 1:0-3-8 E e 15:0-0-1 0"L f15:04%. 3-0,0-3-011 LOADING(psi) SPACING- 2-0-0 CS1. EFL i to r< L TES, GRIP TCLL 30.0 Plate Grip DOL 1.15 TC OA 1 (LL) n a n/a MT20 1971144 TCDL %0 Lumber DOL 1.15 BC 0 ert(C n/a 9 BCLL 0.0 ' Rep Stress Incr YES WB 0 Horz 0. n/a BCDL 10.0 Code IRC2015ITP12014 M Weight 1221b FT=20% LUMBER- RACi - TOP CHORD 2x4 SPF No.2 OP CHO eathing directly applied or 10-0.0 oc purlins. BOT CHORD 2x4 SPF No.2 T CHORD ig applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEDGE Left:2x4 SPF No.2,Right 2x4 SPF No.2 O O O REACTIONS. All bearings 26-0-0. (lb) Max Horz28=138(LC 8) Max Uplift All uplift 1001 r at joing )23,24, 5, 12 ,20,19, e =131(1-C 8), 17=-120(LC p�O Max Grav All reactions atjoint(s)23,.24, 6,27,2 , 18, except22=265(LC 18), 28=277 - (LC 20) FORCES. (lb) Max C Ten I forces 250(lb)or less except when NOTES- 1)Unbalanced roof live s ve been considered for this design. 2)Wind:ASCE 7-10;Vu - 4 (3-second gust)Vasd=1.11mph; CDL=6.Opsf,h=30ft;Cat 11;Exp 8;enclosed;MWFRS (envelope)gable end zon 'lever left and fight exposed;e I and right exposed;Lumber DOL=1.60 plate grip DOL=1,60 3) Truss designed for wind loads in the plane of the truss on to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified bui m i per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 24)-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord h nonooncxurentwith any other live loads. 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-0-0 wide wilt 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(jt=1b)27=131,17=120. 11A OF M4%9 9)Non Standard beating condition. Review required. S 10)This truss is designed in accordance with the 2015 Intemational Residential Code sections R50Z11.1 and R802.10.2 and referen standard ANSUTPI 1. O� TIMOTHY L. yG LOAD CASE(S)Standard 0 LaCHAPELLE -4 CIVIL .30 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 budding design at the specification of the building designer. Bracing requirements shown is 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. 0 �5w: Truss Type y 18=71-185 Ridgewood:ave.-Hyannis MA 183361�' � GABLE 2 1 Job Reference(optional) Reliable Tn ss and Components,New Bedford,MA 02745,Neyshali Toro 8.210 s Jun 13 2018 Welk Industries,Inc. Fri Jul 1313:59:06 2018 Page 1 ID:TJelOj3 AotMXUFMN4?dLmzf7Ql-v—ZdokNKBdUB—pztPlcRE7LiDSFgmffpdAbkcPyyTcJ B-4-12 16.1-8 8-4-1.2 7-8-12 3x6- BRACING OF GABLE VERTICALS AROUND scale=t:a7.0 OPENING AREAS TO RESIST OUT OF PLANE 6 WIND LOADS IS OUTSIDE THE DESIGN SCOPE �'na 11 2x4 11 OF THE TRUSS DESIGNEft"GINEER 7 9.7712 2x4 A4X 2x4 11 8 2x4 I1 2x4 II Z 9 2x4 11 20 11 3 I I 2 110, 11 1" 3x8 11 21 20 19 18 17 16 1 14 1312 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 3x4 11 .. q - 2x411 16- 1 1 Plate Offsets X - 1:0-3-8 Ed a 1:0-0-12 0-3-13 1:0-0-6 0-0 6:0-3-0 E LOADING(psf) SPACING- 2-0-0 CSI. EFL i 1 U L/ TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 (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 Inca ' YES WB 3 Horz 0. n/a BCDL 10.0 Code IRC20151rP12014 M Weight 76 lb FT=20% LUMBER. RACI TOP CHORD 2x4 SPF No.2 OP CHO. earthing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 n WEBS 2x4 SPF No.2 - CHORD id 7' directly applied orb-0-6 oc bracing. OTHERS 2x4 SPF No.2 WEDGE O Lett 2x4 SPF Not O O REACTIONS. All bearings 15-5-8. (lb) Max Horz 21=201(LC 5) Max Uplift All uplift 1 r oint(s)21,17,1 =-355 1 1 LC 8),20=214(LC 8), 15--139(LC 1 9) Max Grav All re on I r less at joint(s)18,19,2 ,17,15 1 1 -400(LC 9),21=263(LC 16), 13= ) FORCES. (lb)-Max Cc I forces 250(lb)or less except en wn. TOP CHORD 10-11- NOTES- 1)Unbalanced roof live load ve been considered for this design 2)Wind:ASCE 7-10;Vult=140mph(3-second gust}Vasd=11 C psf;BCDL=6.0psf h=30ft:Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right n left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss F ds exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified buil 'ng er as peg ANSUTPI 1. 4)Gable studs spaced at 2-M oc. 5)This miss has been designed for a 10:0 psf bottom chord five load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)21,17,14 except ZH OF A44 W-lb)12=355,19=115,20=214,15=139,13=368. 8)Non Standard bearing condition. Review required. 9)This truss is designed in accordance with the 2015.International Residential Code sections,R502.11.1 and R802.10.2 and referen O� TIMOTHY L. yG standard ANSIfrPI 1. g g LaCHAPELLE LOAD CASE(S)Standard 0 CIVIL o._3 O 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,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. o fussType y 11 8M71-185 Ridgewood ave.-Hyarmis AAA '183361R 504 Common 12 1 Job Reference(optional) Reliable Truss and Components,New Bedford,MA 02745,Neyshali Toro 8210 s Jun 13 2018 MiTek Industries,Inc. Fri Jul 1313:59:08 2018 Page 1 ID:TJe10j3 AoiMXUFMN4?dLmzr7Q1-rNhNDQOagEkvD77FW5fvJYQWGgtEW64U4rhHyyTcH 4-2-13 8-4-12 12A& 16-1-8 4-2-13 4-1-15 3$10 4-0-2 4x4= Scale=1:46.5 3 . 977 12 2x4�� 4x4 4 2 44 3x4 11 5 1 HW7 4x4= 7 6 111 3x10 11 5x8= 3x6= 8-4-12 1 8.4-12' Plate Offsets 1:0-2-4 0-5-6 1:0-0-0 0-1-2 :0-4-0 0-3. LOADING(psf) SPACING- 2-0-0 CSL 4ert(C FL. i to U U TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC.. 0.75 rt(LL) >999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0 2 -7 >822 8 BCLL 0.0 ` Rep Stress Inc r YES WB Horz 0. n/a BCDL 10.0 Code IRC20151TPI2014 M Weight 71 lb FT=20% LUMBER- RACI TOP CHORD 2x4 SPF No.2 OP CHO S athing.directly applied or 5-8-7 oc:pudins, except BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 CHORD id g directly applied or 10-0-0 oc bracing. WEDGE Left 2x8SP M 23 O O O REACTIONS. (lb/size) 1=79210-3-8 (min.0-1-8), -7 3-8 (min. 1 Max Horz 1=201(LC 5) Max Upfiftl=-98(LC 8), - L 9) FORCES. (lb) Max Comp./Max.Ten. 50(lb)or less ex t en sh TOP CHORD 1-2=958/158,2 5, =707/180 BOT CHORD 1-7=187/693, r /5 WEBS 2-7=291/2 - 1 2;4-6=-692/106 NOTES- 1)Unbalanced roof live been considered for this design. 2)Wind:ASCE 7-10;Vu - 4 h(3 second gust)Vasd=111'T CDL=6.Opst,h=30ft;Cat 11;Exp'B;enclosed;MWFRS (envelope)gable end zon ntilever left and right exposed;e ca I exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord-f o rrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf n ord in all areas where a rectangle 3&O tall by 24)-0 wide will fit between the bottom chord and any other members. 5)H1 OA Simpson Strong-Tie connectors recommended to ss to bearing walls due to UPLIFT at As)1.This connection is for uplift only and does not consider lateral forces. 6)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at As)6:This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2015 International,Residential Code sections R502.11.1 and R802.10:2 and referenced standard ANSUTP1 1. ~� OF A% LOAD CASE(S)Standard qCy O TIMOTHY L. G g La CI IAPECL E a 0 CIVILCa o.30 O 07/13/18 This truss is designed at the request and specification of the customer as an individual building component,it 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. r Jo cuss Hiss ype 1802271-185 Ridgewood ave:Hyannis MA 505 GABLE 77Y 1 Job Reference(optional) Reliable Truss and Components,New Bedford,MA 02745,Neysha,Toro 8210 s Jun 13 2018 tdh7ek Industries,Inc. Fri JW 1313:58:112018 Pagel ID:TJe10j3 AotMXUFMN4?dLmzf7Q1-GyMWrSRSz96T4argCbCcxB2YsTy?RwYmSivicyyTcE 74-12 16-1.8 7-8-12 8-4-12 i 34_ BRACING OF GABLE VERTICALS AROUND Scale=1:47.0 OPENING AREAS TO RESIST OUT OF PLANE 6 WIND LOADS IS OUTSIDE THE DESIGN SCOPE 2x4 11 2x4.11 OF THE TRUSS DESIGNER/ENGINEER 5 7 9.77 12 2x4 11 2x4 it 4. 8 W 11 2x4 If 3 9 2x4 11 3x4 11 2 : Zx4 l I" 1 ,72 10 11 A 3x8 11 2120 19 18 17 16 15 1 13 12 3x4 II 2x4 11 2x4 II 2x4 H — 2x4 If 2x4 II 2x4 II 4 II 1 Plate Offsets _ 6:0-3-0 Ed el,It 1:0-0-6 0-0 11:0-0-12 0-3-13 11:0-3-8 LOADING(psf) SPACING- 2-0-0 CSt. EFL 1 I [/ TES . GRIP` TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 rt(LL} n a n/a. MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C n/a 9 BCLL 0.0 ` Rep Stress Incr YES WB 3 Horz 0. n/a BCDL 10.0 Code IRC2015/TP12014 M Weight'76 Ib• FT=20% LUMBER- RACI - TOP CHORD 2x4 SPF No.2 OP CHO w athing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 WEBS 2c4 SPF No.2 CHORD id i g directly applied or 6-0.0 oc:bracing. OTHERS 2x4 SPF No.2 WEDGE O O O Right:2x4 SPF No.2 REACTIONS. All bearings 15.5-8. (lb)- Max Horz 21=-201(LC 4) Max Uplift All uplift 10 r oint(s)17,19,1 x =378 .1 1 LC 8),20=377(LC 8), 14=118(LC 1 - 9) Max Grav All Ib r less at joints)17,18,1 ,16,14 1 2 - 12(LC 8),20=376(LC 15), 12=2 FORCES. (lb)-Max. All forces 250(lb)or less except' n TOP CHORD 1-21— 1- - M43 NOTES- 1)Unbalanced roof live loa ve been Considered for this design 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=11 $ psf;BCDL=6.Opsf,,h=30ft;Cat 11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right a right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Truss Tr1 designed for wind loads in the plane of the truss n Fo ds exposed to wind-(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified buil 'ng eras per ANSI/fPI 1. 4)Gable studs spaced at 24)-0 oc. < 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcu rent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,19,12 except OF (jt=1b)21=378,18=137,20=377,14=118,13=206. �'SS',� 8)Non Standard bearing condition. Review required. 9)This truss is designed in accordance with.the 20151ntemational Residential Code sections R502.11.1 and R802.102 and referee O TIMOTHY L. G standard ANSI/FPI 1. g LaCHAPELLE LOAD CASE(S)Standard U CIVILCA O 07/13/18 This buss 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 d 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. . i f NSS "in ype 1802271.-185 Ridgewaod.ave.-Hyannis MA r:�IM361, 506Common 12 1 Job Reference o nal Reliable Truss and Components,New Bedford,MA 02745,Neyshali Toro 8.210 s Jun 13 2018 MTek Industries,Inc. Fri Jul 1313:%.14 2018 Pap 1 ID:TJe1Oj3 AotMXUFMN4?dLtnzf7Q1 gX2fIlTLF4V2x2aPgmJZpgvkhtSeGH_S�X9vxyyTcB 7.8-12 11-10.11 16-1-8 741-12 4-1-16 4-2-13 4x6= Scale=1-44.8 3 9.77 Fi2 5x6 2x4 2 4 5x6 IV 1 5 3x12.II 6 4x4= 3x10 11 5x8= 7-8-12 1 6 7-8-12 Plate Offsets(X,Y)- [1:0-3� el [5:0-2-4 0-5-61 [5:040-0 0-1-21 6:04-0 0-3-4 LOADING(psf) SPACING 2-0-0 CS!" EFL. i I ll TES GRIP' TCLL 30.0 Plate Grip DOL IA5 TC 0.80 rt(LL) 1 >999 MT20 .1971144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C - >857' 8 BCLL ' 0.0 Rep Stress lncr YES WB Hor I0. n/a BCDL 10.0 Code IRC2015CfP12014 M - Weight 75 lb FT=200/6 LUMBER- RACI - TOP CHORD 2x4 SPF 1650F 1.5E-ExCept` OP CHO S w ing directly applied or 5-0-0 oc puffins. T2 2x4 SPF No.2 T CHORD i BOT CHORD 2x4 SPF No.2 y applied or 10 )0 oc bracing. WEBS 2x4 SPF No.2 WEDGE 10 O O Right 2x8 SP M 23 , SLIDER Left 2x8 SP M 23 5-2-5 REACTIONS.. (Ib/size) 1=79910-3-8 (-.00- ),5=7 /0 3 8{ in. ) , Max Horz 1=204(LC 6 Max Upl'rft1=95(LC 8), FORCES. (lb)-Max.Comp. ces 250(lb)or less except whe TOP CHORD 1-2--840/1 9, - - /1 3;3-4=741/184,4-5=970/161 BOT CHORD 1-6=-7/ 5 WEBS 20 NOTES 1)Unbalanced roof live load ve been considered for this design 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=11 C psf;BCDL=6.Opsf,h=30f;Cat 11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right a right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed fora 10.0 psf bottom cho li noncurrent with any other live loads. 4)*This buss has been designed for a live load of 20.Opsf m chord 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. 5)One H25A Simpson Strong-Tie connectors recommended to conned truss 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 Strang-Tie connectors recommended to Conned truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces: ��N OF 7)This birss is designed in accordance with the 2015-International Residential Code sections R502.11.1 and R802.10.2 and referenced ` S standard ANSI/rPI 1. '4C LOAD CASE(S)Standard 0= .TIMOTHY L. yG LaCHAPELLE , 0 CiV(L :Ca t Q•. • �F L 07/13/18 This buss 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. f FUSS FUSS ype y 1802271-185 Ridgewood ave.-Hyannis MA 183361R T01 GABLE 2 1 Job Reference "on it Reliable Truss and Components,New Bedford,MA 02745,Neyshaii Toro 8.210 s Jun 13 2018 MiTek Industries,Inc. Fri Jul 1313:59:16 2018 Page 1 ID:TJe1Oj3 AA i UFMN4;'dLmzf7Q1-cwAPu9VbnhlmBLko_8oneElObUhV6CkHwkOGzpyyTc9 3-2-10 6Z 4 3-2-10 32-10 4x4= Scale=1:12.3 2 6.00 12 T 1 ST1 3 1 81 a o d 4 3x4% 2x4 11 3x4 J 6 LOADING(psf) SPACING 240-0 CSI: D Ud TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 ert(LL) a 99 20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 rt(CT) n a - Na BCLL 0.0 ` Rep Stress Inrx . YES W8 0 orz(C Na a BCDL 10.0 Code IRC2015/TP12014 Matrix- Weight 15 lb FT=200/6 LUMBER- O BRA G TOP CHORD 2x4 SPF No:2 OP CH Stru I oad thing directly applied or 6 -0 oc puffins. BOT CHORD 2x4 SPF No.2 OT CHO Ri id OTHERS 2x4 SPF No.2 y applied or 104)0 cc bracing. REACTIONS- (lb/size) 1=133/6.4-4 (min.0-1-8),3- 0 1-8) - 5 in.0-1 Max Harz 1= Max Uplifil=-32(L-32(LC 8),3=37(LC C 8) FORCES- (lb)-Max Comp./Max Ten.-Al roes 25 1 or less s own. NOTES- 1)Unbalanced roof live loads have bee co for this design. 2)Wind:ASCE 7-10;Vult=140m ust)Vasd=111mph;TCD .Opst h=30fk Cat II;Exp B;enclosed;MWFRS (envelope)gable end zone; ryriTr right exposed;Lumber DOL= . L=1.60 3)Gable requires cc nuou b �n��( bearing. 4)This truss has been 0 psf bottom chord live load non cu w any other live loads. 5)`This truss has ve load of 20.Opsf on the bottom ch where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom any other members. 6)Provide mechanical (by others)of truss to bearing pl e landing 100 Ib uplift at joiht(s)1,3,4. m 7)This truss is designed in a ce with the 20151nteational en 1 Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S)Standard tiBtiN OF Mqs � s9c O� TIMOTHY L. yG LaCHAPELLE , v C1 IL W .30. O 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 for lateral t7 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. I - �702 cuss Ype Y 1802271-185 Ridgewood ave:Hyanrns MA [0b 83361R GABLE 2 1 Job Reference(optional) Retiable Tn>ss and Components,New Bedford,MA 02745,Neyshati Toro 8210 s Jun 13 2018 MTek Indushies,Inc. Fr Jul 1313:59:18 2018 Pap 1 ID:TJe10j3 AottAXUFMN4?dLmzt7Q1-ZIH9JrWrJI?UQh"ZgFjfry71MGa5raN2VN2 yyTc7 6-5-11 12-11-6 6-5-11 6-5-11 46_ Scale=1:21.3 3 6.00 F12 T 2x I I 2 ST 42x4 11 2 Tt ST1 5 1 d 0 8 7 6 3x4 2x4 II 2x4 II 2x4 II 3x4 2- 1 LOADING(psf) SPACING- 2-0-0 CSI. DE i Ud TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 ert(LL) a 99 20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 (CT) n/a BCLL 0:0 ' Rep Stress Incr YES WB 0 orz(C 1 n/a a BCDL 10.0 Code IRC2015frP12014 Matrix Weight 34 lb FT=209/6 ,LUMBER- BRA G Nor TOP CHORD 2)(4 SPF No.2 O OP CH Stru ing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 OT CHO Ri Id y applied or 10-0-0 ocbracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 12-10-6. (lb)- Max Horz 1=-57(LC 9) Max Uplift All uplift 100 lb or less o�s 7 except 8-1 (L 8 128(LC Max Grav All reactions 250 lb or I tj 'nt(s)1,5 ex t - 6 ),8=37 99_ (LC 20) FORCES. jib)-Max.Comp.fl*ax.Ten.- fo 250( )or x own. WEBS 3-7=271/53,24=31 17 - 12/170 NOTES- 1)Unbalanced roof live loads v n ered for this design. 2)Wind:ASCE 7-10;Vult=1 (3- rid gust)Vasd=111mph;TCDL�:O B h=30ft;Cat 11;Exp B;enclosed;MWFRS (envelope)gable end ft and right exposed;Lumber = 1 grip DOL=1.60 3)Gable requires oonti ord bearing. 4)This truss has been for a 10.0 psf bottom chord live I on with any other live loads: 5)'This truss has been i for a live load of 20.Opsf on the i 1 areas where a rectangle 3-6-0 tall by 2-"wide will fit betwreen the bottom ctlo d any other members. 6)Provide meclranical connection(by others)of truss to of withstanding 100 tb uplift at joint(s)1,7 except(jt=lb) 8=128,6=128. 7)This truss is designed in accordance with the 20151 nal a ential Code sections R502.11.1 andr R802.10.2 and referenced. standard ANSI/TPI 1. LOAD CASE(S)Standard OF Afqss � qc o`er TiMOTHit g LaCHAPELLE CIVIL 3 O 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 for lateral O support of individual buss 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. ob russ russ YPe' 1802271-185 Ridgewood ave.-Hyannis MA 183361R 703 GABLE 2 1 • Job Reference bona! Reliable Tarss and Components,New Bedrord,MA 02745,Neyshali Toro 8.210 s Jun 13 2018 MTek Industries,irr— Fri Jut 1313:59 212018 Pagel ID:TJe1Oj3 AotMXUFMN4?dLmzf7Q1-ztzbdYkr-DN2H6dnhOyUTCsVMsnR5030jlelyyTcA 9$-12 1959 9-8-12 9-8-12 4x4= Scale_3B"=l' 3 6.00 Fl2 2x4 11 2x4 11 2 4 T T 1 5 Bi 3x4 8 7 6 3x4 W 11 5,6= 2x4 11 9 Plate Offsets :0-3-0 0-3-0 LOADING&M SPACING- 2-0-0 CSI. EFL. i I U U TES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 V LL) a nfa. MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0 ert(C - n/a 9 BCLL 0.0 ' Rep Stress Incr YES WB 13 Horz 0. n/a BCDL 10.0 Code IRC2015/TPI2014 M Weight 55 lb FT=20% LUMBER- RACI - TOP CHORD 2x4 SPF No.2 OP CHO S w thing directly applied orb-0-0 oc purlins. BOT CHORD 2x4 SPF No:2 T CHORD OTHERS 2x4 SPF No.2 y applied or 10 0 0 oabracing. REACTIONS. All bearings 19-4-9. O (lb)- Max Horz 1=-88(LC 9) O Max Uplift All uplift 100 lb or less at. "nt( 1,5 except = C =183( ) Maus Grav All reactions 250 or less o' s)1,5 7- 6 1),8= C 1 (LC 20) FORCES. (lb)-Max.Comp.lMax.T .-kdl 1b 50(lb)or less e w show WEBS 2 1=-440Y236,4-6 36 - NOTES- 1)Unbalanced roof live loa bee nsidered for this design. 2)Wind:ASCE 7-10;V h nd gust)Vasd=111mph;TCDL .0 =6.Opsf,h=30R;Cat 11;Exp B;enclosed;MWFRS (envelope)gable en r left and right exposed;Lumber D = grip DOL=1.60 3)Gable requires co " ou m chord bearing. d)This truss has been " n for a 10.0 psf bottom chord live] n n t with any other live,loads. 5),This truss has been des, for a live Iced of 20.Opsf on the b 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. 6)Provide mechanical connection(by others)of trussto be ata of withstanding 100 lb uplift at joint(s)1,5 except Ot--lb) 8=183,6=183. 7)This truss is designed in accordance with the 2015 In dential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. LOAD CASE(S)Standard y1N OF�gss90 O� .TIMOTHY L yG LaCHAPELLE v CIVIL CA 0.;3 O 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 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. mpn,d„.dpw�.n,a,m...p.•„mp.�e,New."pw "..p.."�we~,�." -ty' +.� ,`..°�11 - - dwawxn]mup� aq ud.mu,uwpN�deuow e.w T•r•.rnd e...wiw•e � p umppet"� �> �,, \ •dMyW N.mxno• mhpM Mlnpm•mwn dmpnp,p ``-� �amme •�•� mew. mm+ap wopw tam,m MO.� • m . Ye�mw M•pllmr mgpnYO'm mww' "pie��.Yryp�ugl�oe".fgne,ev.e.W MMs"bvNimMndM�sl. • vry.inrpvwuemgl•wndM,q a NO- ROO TRUSS PERSPECTIVE 2 - eo«.aw.meepm.a,w.pmaeww ROOF TRUSS PERSPECTIVE.? - - �»<.F • �Fneum��qeH pm avn" irvn - mm�n/n.tnO�Y,l�pi4 Yb�eai - p m��WW�esIMPMn�is�m�m Cd�Mo�Ym�q•meur p".M�ie•+T+M n '.w�wr,:�^ ton Ndmp 8x �•wqN Y.Cadmv�uwpne.etb.Ow.h�M • - ArwoaY•misan�mv.nvee pa�rbm�w]lrvivn g w punvu ba.gnwq na,wd 1A1-01 ]CDUO ]-0600 ]-0600 ]d000. t11d , 5D4 5D6 504 506 114 506 p3 0 6 SD9 p gq 12 1ZJ 12 12506 n 8.77� G.77 B. 8.77 soa soe � • 504 R R 506 SOa 506 ¢ 6 g 5D9 506 xa 7R• e sD6 @ ]aoco ]mao uoo] ]maD 2u aaoco ] mco ]mao xmoo xaoox ]mm ]aom ].0000 y8gp 9 504 - 506 A L- A 504 506 AAAa - �— go FAMILY iamm 16-0BUO 16a600 t6oec] FAMILY OF COM►ANIU powcmanpo araop i�we�rwro.Newmn,o n�ixei wa.mn,rae isms ia�•oi' , SEASHORE NOMES,INC. �ewma6on eunrtdry�'xauat Tn,es Canneator Total U " ManN Product Ory One M2.6A 7B °aO1CL .ROOF TRUSS PLACEMENT DIAGRAM tab,RIDOEWOOD AVE, .emu 1N ,a HYANNIS,MA ROOF TRUSS PLACEMENT These Documents Have DIAGRAM Been Produced From Plans With a Latest Date of: otisrte VVT-1 3, TB ENGINEERING, INC. 96 RESERVOIR PARK DRIVE ��e ROCKLAND, MA 02370 Tel:781471-8277. Fax:781-871-0156 www w.jbengine@aol.com March 21,2018 fEU PROTECTION NARRATIVE Proieq Site- 1S5 Ridgewood Ave ��t�GF .; Hyannis MA � MdiUGtl � TIRE PR4T6CTI(}Rt BASIS(METAODOLQUY)OF DESIGN Section 1 -.Building Description L. Building"User Group: 780 CUR Residential'310.0 2.• Total Square foot of Building See Architectural drawings: 3• Number of floors Basement&two floors above grade 4. Type(s)of occupancies(hazards): Light hazard 5. Type(s)of construction. Wood Construction 6. Height storage of commodities N/A 7. Site access'arrangement:for Site accessible emergency response vehicles Section 2—,Applicable Laws and Governing Codes 1- Building Code: Massachusetts:State Building Code,780 CMR,9th Edition,IBC&I1 BC code 2Q15 2. The following sections.of chapter 9(Fire Pro 3. All.of section 901 a I tection.Systems)relate to this.facility 4. Local Fire Prevention Requirements $, Applicable Sections of M.G.L..,Chapter 148 Fire Protection 6. Applicable Federal,Laws such as OSHA,ADA,etc. Section 3—Design Responsibility l• J B Engineering,Inc.is providing sprinkler plans calculations and narrative The design will.be based on Fire protection of the Narrative Reports. Systems,Chapter 9,Guidelines for the.Preparation . 2: The professional Fire Protection Engineer of record will be lames N McHugh.;Massachusetts. No.38572 for the sprinkler system only.. 4 r I Section 4—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. i-l>2"Backflow<Riser located in dog house (L 1-1)7 Floor Conteol.valves to be installed to isolate units located in dog house e. All heads to be Quick Response f. The sprinkler system will meet the NFPA 13,.2013 criteria and the Hyannis,Binlding,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,panel..In 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 13,2013 C. Complete and sign the appropriate Contractor's material and test Certificate(s). _At}nroval Requirements. The following approvals are necessary prior to the start of work: 1: Approval of Sprinkler plans, 2• Permit from local Authorities no worn is to proceed until all permits have been obtained. 3. All sprinkler work is to be.performed by.a,Registered Massachuse115 Sprinkler Contractor. _2. 9YDRAU' LI C CA.L. CULAT I O .NS C O V E R S H E E T Building Located at 185 Ridgwood. Ave 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 0 0 S T.E R P U M P S NUMBER OF BOOSTER PUMPS 0 SPRI -NKLERS MkIMUM: SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 8 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .156 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .156 gpm/sq. f�..F.OR P:. DESIGPI A=�,EA OF 4 0 0 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 Ridgwogd Ave Hyannis PAGE 1 --44--SPRINKLER�SYSTEM'ANALYSIS- N TOSHOW4THE�MAXIMUMyDENSITY4 AVAILABLE --------------- H ZERO P .-.---.. ----- ---------ZERO--RESSURE REMAINING---.-- ----- _ -- .- ---.--,-.--..---- 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 16.25 21 5.60 0.00_ 18.30 1.0.6E 0.00 10.68. 22 5.60 - a-.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 FL0w .IS. ' 69.49 gpm THE OUTSIDE HOSE FLOW AT REFERENCE� POINT NO. 1 IS [ l THE INSIDE HOSE 250.00 gpm [ l RACK S PKLR2 S } YARD HYDT. FLOW IS 0.00 gpm THE" MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.171 gpm/sq. ft. THE FOLLOWING PRESSUR ES & FLOWS OCCUR.. -=> AT REF.. PT. 1 <--- STATsC. PRESSURE 70.00 psi RESIDUAL" PRESSURE 68.-00 psi. AT 1150.00 TOTAL SYSTEM FLOW 319..4.9 gpm 4Am AVAILABLE PRESSURE 69-81 psi. AT 319_.49 gpm OPERATING PRESSURE 69.81 psi -AT 319.4_5 gpm PRESSURE. REMAINING. 0.00 psi THR ABOVE RESULTS INCLUDE 5.00 psi FRICT.ION •LOSS AT REP. PT. # 3 FOR A l BACKFLOTT PREVENTER [ l METER [ 7 DETECTOR CHECK VALVE j .l OTHER DEVICE Building Located at 185 Ridgwood Ave Hyannis --------- -.-�.� PACE 2 ------------»_-�------ ___ _ _._ _ --y` �yN HYDRAULIC CALCULATIONS AT~SPECIFI,ED~DENSITYy --~~~-~~~~~~ ---------'---'- THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA [ ] TEST AREA 3 [ ] 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 16.29 8.46 0.00 21 5-60 0.00 16.66 9.65 0.60 8..46 22 5..60 .8.85 0.00 14.98 7.15 0.00 7.1S 23 5.60 MO 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 [ ] RACK SPKLR'S. 250..00 gpm [ ] YARD HYDT. FLOW is THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM is 0.00 gpm 0.156 gpm/sq. ft. THE FOLLOWING PRESSURES FLOWS OCCUR ---> AT REF. PT.STATIC PRESSURE PRESSURE 70.00 ; RESIDUAL PRESSURE PS TOTAL SYSTEM FLOW 68.00 psi AT 1150..00 .g� AVAILABLE PRESSURE 313.2 gpm OPERATING PRESSURE 69.82 psi AT 313.23 gpm PRESSURE REMAINING 1 .32 psi 0.50 psi AT 313.23 gpm I0 THE ABOVE RESULTS IDICLUUE 5.00 psi FRICTION' LOSS AT REF. PT. # 3 FOR A [ } BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE f } OTHER DEVICE Building Located at 185 Ridgwood Ave Hyannis -------------- --------- ---- PAGE N-N -- _ _ 3 FITTING.- Equivalent Length perNNFPA~13y1994.,~6-4.3~ -- -N.NNNNNNNN_.-�_�_N�� Indicates Equivalent Length. 'T`' Indicates Threaded Fitting = 1=4'S E1bovJ, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve:, 5=Gate Valve, 6=Swi.ng Check Valve FROM TO 'FLOW PIPE FITS EQV. H-W PIPE DIA.` `FRIC. ELEV. r- (9Pn►) (ft) (ft) C TYPE PRESSURE (psi.) (in) (Psi) (psi) Pt Pt RIFF Pv Pv -----------N . N ---- Pn Pn 1 2 n NNE vtiw. 63.23 7S.60~ N235 M9NN98 140N 1 12.250 0_020 0.000 59.32 z~57.62---- 1~70- 2 3 63..23 .3-00 2553 9.00 120 1 1:610 0..13.6 1..083 .57.62 54.91 1.63 3 4 0.23 5..00 26 11.60 120 1 1..610 0-136 21.167 - 54`.91 45.49 7.25 4 5 63.23 4.00 2 .3.2.2 120 2 1.682 0.110 0..000 45.49 44.70 0.79 5 6 63.23 3.00 256 11.60 120 1 1-:6.10, r 0�.136 0.000' 44.70 42.71 1.9E 6 7 63.23 61.92 2 2.20 120 1 1.380 0.288 0.000 42.71 24.1,8` 18.53 7 8 63.23 4.75 2 2_,20 120 1. 1.380 0.288 0.000 2.4-18: 22.18. 2.00 8 9 63.23 7:50 " 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 1.0;94F G.000' 15.37 11.8.1 3.56 10 it 32.95 7,00 0 0-00 120 1 1.049 0.3.27. 0.000 11.81 9.55 2 25 20 11 16429 0.17 3 4.20 12.0 .1 1-049 0.08.9, 0.000' 8,.46 9.55 -1.10 21 11 =16.66 3..83 3 4.20 120 1 1..049 0.093 0.000 9.85 9.55 =0,71 22 10 -.14.98 6_.17 3 4.20 1.20 1 '1.049 0-076 0.OOQ 7.15 I L.:81 -4...65 3_.71 8.09 Building Located at 185 Ridgwood Ave. :Hyannis .� . . ----, --------------- ~ . I ------ _ _ PAGE' 4 FITTING EquivalerztLength perNFPAy13~199.4, 5-4.3 -' Indicates Equivalent Length. 'T' Indicates Threaded_ Fitting -_1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=5utterfly Valve., 5=Gate. Valve:, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV, H-W PIPE DIA, FRI.C. £LEV. (gP�) (ft) (ft) C' TYPE' _ PRESSURE (psi) (in) (p si) (psi) Pt Pt DI'FF Pv Pv -- 23 10 -15.30. 3.83 3 4 12Q- ....�......-- -------- ---- n.v.vNNNNR 2,0 1 1.049' D 079' 0.00a~ 7.47' 11.81 -4.34 .3.71 9.09 A MAX- VELOCITY OF 23._47 ft.fsec. OCCURS BETWEEN REP. PT 9 AND 10 Sprinkler-CALc Release 7.Z Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 6 t i WATER SU PPLYIDEMAMD GRAPH 1 Bum Located at 185 R 50.04 -�- idgood Ave Hyanris 140.00 Y_ J{ ! ' M1 - 13000 120.00 { R 1 oo.ao_ �3...-J_ 90:00 _. R �.00 .00 10.00 Q_o. y t I n V D(y U 7 500 0 SUP*..r b8:00 psi 1.150.00.gpin 2000 _ ` De�ar�' 5�-� � 313.�, gFlFL0W On k.or l C 7.2 i - H Y D R A U L I C C A L C U L A T I O N S C0` VER SHE' E 8uildin , g Located at 185 Ridgewood Ave Hyannis - Second Floot W A T E R S U P P L Y STATIC PRESSURE (psi) 70' RESIDUAL PRESSURE (psi) g8 RESIDUAL FLOW (gpm,) 68 50 B 0 0 S T E R P U M PS NUMBER OF BOOSTER PUMPS 0 SP' RINKLE .R-S MINIMUM FLOW' PER'_ SPRINKLER (gPm) 16 MINIMUM PRESSURE PER SPRINKLER (psi) 10...66 THIS SYSTEM OPERATES' AT A FLOW OF 6.4.9 AT THE BASE OF THE RISE 0 9-pm AT A PRESSURE. OF' 49.27 psi R (REF:. PT'. S) PIPES USED FOR THIS SYSTEM 061. SCHEDULE QO 009 BLAZEMASTER CPVC Building Located at 185 Ridgewood Ave- Hyannis' - Second Floor --- .w-.-.- , ---__ PAGE -- __-~ SYSTEM ANALYSIS TO~ z SHOWMAXIMU1%?~FLOWz~y~~~~ M.��' --------- ----- __-------- WITH ZERO PRESSURE REMAINING THE .FOLLOWING SPRINKLERS ARE[ j TEST AREA 1 [ j TEST AREA 2 OPERATING IN: [ l TEST AREA 3 [ ] REMOTE AREA Eleaation, of sprinklers 'Elevation above Water test, REF PT_ K ELEV. FLOW ft PRESSURE {psi),___. gpm Total Velocity Normal . 70 4..90 1.7_,50 4 71 19_04 15.09 0.00 17.90 .50 19.04 15-10 0.0 09 4 .0 15.15.09 72 4.90 17.50 73 19.59 15.98 00:0 15.98 .9Q i7.50 19..5T 15.94 . 0.00 15.94. THE SPRINKLER SYSTEM FLOW IS 77.23 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ j THE INSIDE HOSE [ j RACK, SPKLR'S. 100.00. gpm �. I YARD HY.DT.. FLOW IS 0:.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 16-00 RESIDUAL PRESSURE psi TOTAL SYSTEM Flow 68.00 psi AT 1150.00 gpm. AVAILABLE PRESSURE 177..23 gpm OPERATING PRESSURE b9.94 psi AT 177.23 gpm PRES5t3RE REMAINING 69_94 ps:, AT 177.2.3 gpm 0.00, psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. 3 FOR A. [ ) BACKFLOW PREVENTER [ j DETECTOR CHECK VALVE { j METER. j OTHER DEVICE Building Located at 185 Ridgewood Ave, Hyannis - Second Floo-r -- HYDRAULIC . ------ ---�-------� - ---. PAGE 2 --_ -- 4- -4y - ryryyCALGUI,ATIONSyAT SPECIFIED�FLO yy-- �- 4-"' "`"" ~---^ I TEST THE FOLLOWING SPRINKLERS L yNy --44y -y-~~ -------� AREA 1 [ 7 TEST AREA 2 OPERATING IN. [ ) TEST AREA 3 [ ] REMOTE AREA Elevation Of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW _-- ft _ PRESSURE (psi)---- gpm Total Velocity Normal70 4 90 71 17.50 16.00 10.66. 0.00 10.66 d.90 17-5.0 72 4.90 16-00. 10-66 0 .Q0 73 . 5 17..50 165 1.1.2.E 10.6'6 e.90 17.50 16.45 11.27 0.00 11.27 THE: SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POIN 6a.90 gpm T N0. 1 IS [ ) THE INSIDE HOSE 100.00 gpm [ I YARD H.YDT. FLOW [ ) RACK SPKLR'S. THE FOLLOW ING PRESSURES & FLOWS OCCUR is 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 pgESSURE 164.90 gpm OPERATING PRESSURE' 69.95 psi AT 164.90 gpm 16-10 psi PRESSURE REMAINING -84 p`i AT 164.90 gpm THE 'ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF, PT, # 3 F [ ) BACKFL,OW PREVENTER OR A. [ ) DETECTOR. CHECK vALV- [ ) METER 7 OTHER DEVICE r _ Building Located at 185 Ridgewood Ave Hyannis - Second P16or ' i -------------------- ---- -- --------- ----. ____ _ _ PAGE 3 FITTING Equivalent Length per NFPA~1311994,_~6-4.3~ ---------- - '-' Indicates Equivalent Length. ~s~H-y~ 1=45 Elbow, 2=90 :Elbocv Equivalent g_ 'T' Indicates Threaded' Fitt n -/Cross, 4=Butterfly valve; 5=Gate valve; 6-Swing Check Valve FRC)ri4 TO FL�6J plpE FITS EQV. H-W -PIPE DIA. FRIC ELEV.� (gpm) (-€t) (ft) C TYPE (in) PRESSORE (psi) (psi) (psi) Pt Pt DIFF �1, �------ -------------------------_-��-.�.�.,.�--- Pn p ' 2 64.90 75.00 235 9.98 140 1 2.250 0_021 ~0,000---53.84~y-52.0:6-' 1.78.78 2 3 64.90 3.00 2553 9.00 120 1 1.610 0'.143 1.063 52.06 49.27 1.71 3 4; 64.90 5.00 26 11.60 120 1 1.610 , 0.143 2.167 49..27 39.73 7.3.7 4 5 64.90 4.40 2 2.60 120 1 1_610 0.143 0.000 39.:.73 38.79 0.9_e - 5 6 64.90 3.00 256 11:60 120 1 1.,.610: 0.14.3 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 19.8`7 19.50 0.37 51 52 32.90 -`10.00 2 4.64 120 9 1.109 0.24'9 4.333 19.50 11.53 3. 4 6_ 50 60 32.00 13.25 0. 0.00 120 9 1..400 0.,076 0.000' I9.87 18-.86 1.0 1, 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 12.0 9 1.1.09; 0.236 4.333 ' 19.71 10.91 3.46 6 70 62 -16.00 0.50 3 3.31 120 9 1.109 0.065 0.000 10.66 10.91 -0.25 71 62 -16.00 0".50 3 3.31 120 9 1.109 0.065 0.000 10�.66 10.91 -0.25 Building Located at 185 Ridgewood Ave Hyannis Second Floor PAGE 4 FITTING Equivalent Length per~NFPAy13�1994, &-4_3---- �~-- ---- '-` Indicates E . 6.-4.3 --_-__-_�- quivalent Length. ''T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' Butterfly Valve, 5--Gate Valve, 6-Swing Check Valve /Cross, 4= FROM TO FLOW PIPE FITS EQV.—H-W PIPE--DIA..� FRIG_ EIEV- (gpm) (ft). (ft) C TYPE (in) (psi) (psi) Pt PRESpIIRE .(ps2) _t DIFF 1 3.31 120 91 1-109 -`0.069~~0.000.~ry~I1..2.6- -11-53. -0.26 73 52 -16.45 Q.50 3 3.31 120 9 1.1.09 0.069 0:00.0 11-.27 11.53 --0.25 A MAX. VELOCITY OF 13.52 ft./sea._ OCCURS BETWEEN REF. PT. 6 AND 50 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. 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"`5^ y",.F Z --> _? ;€�, . y'` a :}7is'�,),.f .£,,c.Yr ^ec�r�* v . _z` ti 8`�3"`? s..�..r#�. e: .- _ . a ,"I � v c. ,. .yh--..» ..t�..,,:*:.��.`..-.rh,a-` .r,.:k C K.,-_.:-tee- 'k+a.*<..-,_rt.az ..;,£ ;(r }y .G.s(Y.tr'ne�.s, "�.sa','L ."•'"'., ei<y.. #.a A tsZ1- an sN oy.:.tiy' . _ < r FIRE ALARM coNTROL PANEL �s Model 6208 t Fire Alarm Control Panel with Digital Communicator ° The Fire Alarm Control Designed to Grow with. N r W � Your Systems Needs, Without The Growing Pains.. -120 e The SK-5208 is a microprocessor based control panel with built-in UL K ! = 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®, Class A(Style D)or Class B(Style Gentex®, Faraday, System Sensor®, B)zones, expandable to 30 zones and Wheelock® • Supervised zone expanders and 110 • Programmable date settings for modules can be mounted remotely Daylight Saving Time l from the main control panel • Clock source setting options for 50 AM RAR • Event History Buffer(150 events) Hz,60 Hz, or internal(uses the with datettime stamp panel's internal dock) • ¢w.endetect compatible with 2-or Specifications • 8 selectable/programmable output Operating Voltage: 24 VDC patterns for notification appliance Primary AC: 120 Vrms Q 60Hz, 2A circuits Total DC Load: 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- 24.75"(62.9 cm) Programmable smoke verification; Width: 14.5"(36.8 cm) pre-alarm delay,cross zoning and Depth: 3-7/16"(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) SKSS Downloading Software control panel touchpad, remote Width: 17-3/16"(43.66 cm) Total Depth: 4" 10.16 c m annunciator, or Windows'SKSS P . ( ) • Plex-2 Door Option downloading software Operating Temp: 32'to 120"F .Listings and Approvals Direct connect port for on-site (0°to 49°C) • UL Listed up/downloading with Windows® Humidity: 10-93%noncondensing • CSFM Listed SKSS downloading software • MEA approval 429-92-E Vol.XIII • Built-in walk test feature Optional Accessories • 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 Gear • SK-5280 Status Display Module(8 window, limiting access to the panel max.per system) SILENT while providing single button • 7181 Fire Zone Converter KNIGHT operation of the reset and silence • 5220 Direct Connect Module functions • 5824 Serial/Parallel Printer Interface • Programmable AC trouble relay Module by Honeywell I FIRE ALARM CONTROL PANEL Model 6208 Fire Alarm Control Panel with Digital Communicator 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. Telephone Line_1 - Tele hone Line 2. , P P Direct.Connect For On-Site Programming 2 ClassA(Style D.) ® . or Class B:(Style B) Initiation Circuits: , Programmable Form.: Relays 8 Glass B (Style B) x - Notification A ppliance Initiation Grcults; m o o - Circuits zt p 523.5 Remote ' Annunciators i w 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, 11/05 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)328-0103,Fax:(763)493-6475. Selectable-Output Low Frequency -- Sounder and Low Frequency sounder a ► 4 Strobes for wall o E Applications 4 a SpectrAlert°Advance audible visible notification products SPECT RAkul p are rich with features guaranteed to cut installation times and maximize profits. Features The SpectrAlert 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 line,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 Fna NSA ®` LISTED APPROM approved S4011(=Xder) 3047563 MEA452-05-E 7135-16530223 S5512(shobes) 7125-1653,=4 - SpectrAlert Advance Specifications General SpectrAlert Advance low frequency sounder and low frequency sounder strobes shall mount to a standard 4 x 4 x 1'/cinch 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 17i8-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•Circuit"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on 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 Sync•Circuit Module MDL3,12-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 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 the panel to determine maximum devices on a circuit.The low frequency sounder has an option to switch between temporal three pattern,non-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 lens/reflector 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 411/16 x 411A6 x 21/8-inch 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. Standard Operating Temperature 32-F to 120OF(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/FWR' 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 mm W x 33 mm 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 Bads 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 Rectrfied(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. UL Current Draw Data 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 dB DC FWR DC FWR Temporal High 191 262 138. 166 Continuous High 292 384 138 208 Coded High 292 388 153 205 16-43 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 f SAI pear ert Advance Dimensions 4.7 in. 2.5 in. �- 4.7 in. --� �1.3 in� a. [� 6.4 in. ® 5.6 in. 0 0 O 0 Wall-mount low frequency sounder strobes Wall-mount low frequency sounder s 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 Trim Ring,Wall,Red TRW-HS Trim Ring,Wall White Notes: "High cd"refers to strobes that include 135,150,177,and 185 candela settings. �� ► E 3825 Ohio Avenue•St.Charles,IL 60174 �14 „S s,. �p'�,®lf,�® Phone:800 SENSOR2•Fax:630-377� '� � �495 ' � rv�nm� ,. �y n,e�es��s�a,ormrs aria sr�ec SENSOR . www.systemsensor.com AVDS 16402•1(44 •- SK-5217 Zone Expander ; - The cost affective way to expand your SK-5208 system 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. SK-5217 Zone Expander Q v ; Adds 10 Class B zone inputs to the SK5208 FACP. Two SK-5217 expanders can be used with the SK-5208 for a total of 30 zones. The SK-5217-can be installed in the SK-5208 cabinet or remotely using a SK-2190 accessory cabinet. . ee__��.. �1tu s�dwltx x r ='�.,,. riri3.,.�r'i�.a•w 1g 3 ;� :�`�' r SN u r;,s¢ R. • Adds 10 zone inputs to the SK-5208 FACP SK-5217 Zone Expander • Can be remotely mounted from control(up to 1500 ft.) ., ---- -77 • Easy to install using a 4-wire SBUS connection • Supervised • UL Listed spufficaflom Operating Voltage: 24 VDC Nominal t Current Draw: Max.Total: 1 Amp Standby per Zone 3.0 mA Alarm per Zone: 95 mA t t Max.Initiation Circuit Resistance: 500 Mounted in Mounted in SK-2190 Max.Wiring Distance SK-5208 Cabinet Accessory Cabinet From FACP: 1500 ft. Operating Temp.: 32°to 120°F SILENT (0-to 49•C) KNIGHT Humidity: 10 to 85%RH i ACCESSORY SK-5217 - Zone Expander tr Engineering Spedlioafion 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 B 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 . 000 , . Fyloll T ' T T Y T Class B(Style B)Input Wiring SBUS Wiring to FACP' SILENT XMGHT 7550 Meridian Circle, Maple Grove, MN 55369-4927 MADE IN AMERICA 8004146-6444 or in Minnesota 612-493-6435 FORM#350322,Rev.01/00 FAX:612-493-6475 World Wide Web:,http://www.silentknight.com Copyright 0 2000 Silent Knight 4 4 N Level 1 W/D PDR 404 14 Kitchen 4x10 147cfm 21 cfm K :r 10 02 , 347 dm Living/Dining %J Cso can - 12 x 4 II'I 12x4 104 dm 104 dm Job#185RidgeAoW Ane BaysideMechanirrlcorp. Scalp:1-50 Performed byAlGagnefor. 1 Maol Orris 497TtrrnaB.LxdmRas Lhit1 ROS E&UrivmA 2118 PO Boc462 EastFaimattl MA COS 180ZiRSt1CU905_ Damrs MAGZaiB Ptxrie 5095484058 Fac 5M6484405- Z71&U-2212CO23 Phm774487affi vwnmtEysd nechrd eXge@ta/sidenechrEt ...reHcmes,185Rcge+ 7-lamp cbrris@ssmh3d=escgmoodam Sun,22 Jul 2018 12:10:51 N _ t " Level Z Bath 2 8 x 8 Bed 1 6x6 125cfm 31 cf m 5 6 8x8, 7 " 135 cf m 9 „ 9 .11 Y, 7 Sta it 8 x 8 126 dm 6 Bed 2 } 8 x 8 126 cf m s F . Job*185i2idgewood Are Ba Scale:1:50 ysideiNec�rani catCorp. Performed byAlGagnefor.., P2 Maea}Daris 497Ttun�B.laffisWLht1 R SUt*U7verW2M8 PO Boc462 EastFaImalh MAMS 18025RSUOD4Q6 DffnA MA( 8 Pty-e T&64840%Fac 8M6484406 27&U 2212C821 PtveT/44MM VMWtEys&medug tap�nk ..eHana,1ffiRcbmcod7-18np. cbnis@ae rtmoTBmdoan Sun,22 Jul 2018 12:10:54 N ' N Crawl Space Crawl f y 711 .9n 911 10 " . . k 6n 6 " Job#.18511idgewoodAre BaysideNkdianWCorp. Scale:1:50 Performed byAlGagnefor.. Pag�3 Masai Dellis 4977tnn%B.lads Road Urit 1 RosutBoLkivasd 2m PO ft462 . EastFdmadl MAQ2535 18Q25RS000105 DErns,MACM Ptire 50MA84CBB Fac MB6484405 271M-Z!12C82) Ptme774487.80 'vWmtaY9Ck3nErhnd eg?g .t9jack nechrEt reHmss,'185Rcbnacd7--18r p d3-ris@semtnd=esc@peoodom Sun,22 Jul 2018 12:10:58 P9 YS Pro ect Summa Job: 185aidpwoodAve Q q IDE ry Date: July 22,2018 6d I V Entire House _ W. A'Ga9^e MECHANICAL CORP Bayside Mechanical Corp. 457Tha nas B.LandIn Rani.Urit 1,East FaIMCLA MA02M5 RTm RB64MM Fax SM6484406 Snail:agV E@bWsidmwdutet V1ktt wwwha1sdenvdu*d Lice Master#3W Bisirm#124 For. Mason,Dennis,Seashore Homes P.O.Box 462,Dennis MA 02638 Phone:774 487-808li Emal-dennis@seashorehomescapecod.com. Notes: HVAC from crawl space. D - • • e Weather. Barnstable Muni Boa,MA,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 82 OF, Inside db 70 OF Inside db Z2 OF Design TD 54 OF Design Tk rangDe 10 OF R e humidity 50 % Moisture difference 42 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12178 Btuh Structure 9744 Btuh Duds 570 Btuh Duds� 163 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh (none) Humidification 0' Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12748 Btuh Use s eman/swiufacturer's dataRat mu er 1.00y Infiltration Equipment sens'le bad 9907 Btuh Method Simplfied Latent Cooling Equipment Load Sizing Construction quality Tight . Fireplaces 0 Structure 2297 Btuh Duds 280 Btuh Central vent(0 cfm) 0 Btuh Heatir�g coo6ng (none) Area( 7488777818 Equipment latent bad 2577 Btuh Volume(f?) Air changes/hour 0.27 0.14 Equi rent Total Load(Sen+Lat) 12484 Btuh Equiv.AVF(dm) 34 17 Req.total capacity at 0.80 SHR 1.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance 95 Single-- Trade COMFORT 13AC Model 59SP5A040E14-10 Cond 24ABB318ABN340 AHRI ref . 4702804 Coil CNPHP2417ALA+59SP5A040E14-10 AHRI ref 0 96.5AFUE Efficiency 11.5 EER,14 SEER Efficiency Heating input 40000 Btuh Sensible cooling 12180 Btuh Heating output •39000 Btuh Latent cooling 5220 Btuh. Low output baseboard ° 600 Btuh/ft Total cooling 17400 Btuh Total low baseboard 21 ft Actual air flow 580 din Hlgh output baseboard 850 Btuh/ft Air flow factor 0.059 dmBtuh Total high baseboard 15 it Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio ,0.79 ' t - Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C Ad- =ightsoft® 20&M 221214:25 C -� Ri�tvldte®Univas�201818.0.25 RSJ00406 Pagel I1C:e.A cft KAMqeashoie Hanes,185 Ridg wood 7-18.rup Cale=MA Frat Doorlaoss:N Sun,22 Jul 2018 12:14:31 PN,ppt ec_Fn BY AN A LITODIESK Fn11C ONA _T 1-1/4" TO SPRINKLER SYSTEM FDC WAFER CHECK VALVE 1-1/1*FLOOR CONTROL -- - - VALVE ASSEMBLY HEIGHT TO BE 16 f 0 1-11 4" MAIN I WATER FLOW W ST,N DRAIN I -- -- FOR DRAIN RISER — OR I I 1" U TO SECOND FLOOR 1" UP TO COND FLOOR DEVIL TEST/� V 6'-0�" t" UP TO SECOND FLOOR 1" UP TO SECOND FL --J L - --_IJ 1-1 2 CHECK VALE W/BA\LL DRIP RISER CHECK GAUGE JO' :PATTERN " I — % DOWNSTREAM s1ORZSIZE FTC 0� OC� I 1 - UPSTREAM LOCATION AND SIZE TO 1-1/$ -. -� � II_- - BE APPROVED 1-1/4 1 `v 1, ! \ 1" L_ v 51 1" GAUGE BY LOCAL F.D. ! "' 1-1/7' RISER CHECK J 1-1/4 .I T � I 1" MAIN DRAIN--_C— --- '_ i DRRAAIIN ELECTRIC ALARM--' 60 Q 1-1/2" OS&Y CONTROL BELL _. 1" 1� 1' J VALVE (OPEN) D)CJ BFP — - JII TAMPER 1� ON TO BASMNT 1" ON BASMNT 1" DN T MNT 0 i" DN T ' ASMNT DEVICE 2" FIRE SERVICE MAIN 1" 1" COORDINATE WITH - —�j 1" 27 CITY SUPPLY WATER 0 0 SITE CONTRACTOR Q O 1-1/2" DCVA e\I 1" UP TO SECOND FLOOR I I 61� 1" UP TO SECOND FLOOR - 1" UP TO SECOND FLOOR 60 t I ( I I ( TO SPRINKLERS— 41 1111 PRESSURE GAUGE I ( I ( ^ 1111 I J ALARM TEST MODULE 1 WATERFLOW SWITCH Generall Notes: j I BUTTERFLY VALVE w/ This drawing is intended to show the general arrangement and / I SUPERVISORY SWITCH extent of work to bae done. The locations given are approximate J and are subject to modifications as may be found necessary L - ^--_ _ �_ -- ------ F - _-- to meet any structuiral or job conditions. The fire protection contractor is to visit -� the job site to verify all dimensions and job conditions. 7-- ( y-- All pipe dimensions shown on this drawing are approximate and the CHECK VALVE fire protection contractor is to verify all dimensions.All work to be comply with the Massachusetts State Building Code Ninth Edition and ihie latest NFPA #13R Standards. All pipe 21/2 and larger to be schedule #10. All pipe smaller than 21/2 FIRST FLOOR SPRINKLER PLAN to be schedule #10 - #40 or CPVC. SCALE: 1/4"=1'-O" All hangers and attachments to be as per the latest NFPA #13R standards. DRAIN LINE Sprinkler head temperatures to be as specified or verify with job conditions. — Recessed sprinkler Meads in all suspended ceilings to be centered In tile. WET SPRINKLER RISER Sprinkler sub-contractor shall be responsible for field coordination of all sprinkler head locations with mechanical and electrical trades. Sprinkler sub-contraictor shall prepare shop drawings for review and approval of Architect. Shop drawings shall show the location of all sprinkler heads,mechanical ducts,diffusers and electrical light fixtures. -- — —_.__._ - 1 FLOOR ONCONTROLE ASSEMBLY _.. . _ _ � SCALE N 9 'I I I AS PER NFPA-13R' SECTION 6.9.3 SPRINKLERS SHALL NOT , CALCULATION DESIGN CRITERIA: BE REQUIRED IN CLOTHES CLOSETS,LINEN CLOSETS, AND PANTRIES ( /L z� �2�\ TYPE OF SYSTEM: WET WITHIN THE DWELL.ING UNITS THAT MEET ALL OF THE FOLLOWING CONDITIONS: I \ / STANDARD, NFPA 13, 2007 EDITION ' OCCUPANCY 1CLASS, ❑R INA Y HAZARD �1� THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ.FT. 2 THE LEAST DIWENSION DOES NOT EXCEED 3FT "1" UP TO FIRST FLOOR i' UP TO FIRST FLOOR MAX. COVERAGE per HEA➢, 130 3 THE WALLS AND CEILINGS ARE SURFACED WITH NON � t" t I i" 1" ; t" 1" 0 DENSITY, .15 GPM/FT. FOR 400 SOFT. COMBUSTIBLE OR (LIMITED COMBUSTIBLE MATERIALS AS DEFINED IN ` 1" UP FIRST FLOOR Qg 10 11 ORIFICE, 1/2 K; 5.6 NFPA-220 SPRINKLER TYPE AS LISTED HOSE ALLOWANCE: 250 TOTAL WATER REQUIRED 313.23 GPM AVAILABLE PRESSURE: 69.82PSI/313,23GPM OPERATING PRESSURE, 59 32PSI �nwr PRESSURE REMAINING 10.50GPM j a� naa WATER FLOW INFORMATIC)N C2 0) STATIC: 70 (2 2) /lra°"an. /1c RESIDUAL- 68 PSI FLOW: 1150 GPM nr�,m DATE, 3-21-18 " TIME, 7,OOAM mxP xv,ml sv,"�icA I ra!a w11,K m rat• ___ — _. _. ___ _..__.__.._.__ __.._----------.____. 91ua PIS SIR VrYll _ i _I 1_— —_ j t L i➢DAAC,baC aArmlaL IpmIC atY �,LSH OF M - PkHUGH BASEMENT LEVEL SPRINKLER PLAN �- __ i — ��"RNoOT U52Ti°"� SCALE: 1/4'=1'-0" ��f'srONErav\ta``,�e HYDRAULIC DESIGN DATA CONTRACTOR: SPRINKLER SCHEDULE & LEGEND J B ENGINEERING. INC. PROJECT SITE CALCULATION # 1 CALCULATION 11 2 CALCULATION 3 SYMBOL SPRINKLER DESCRIPTION ORIFICE "Ie TEMP. FINISH &Y. 96 RESERVOIR PARK DRIVE Hlazord Class. O OR UPRIGHT 1 2 5.6 /55 BRA ROCKLAND, MA 02370 I v v I I Z RT Hlazard Class. :ADDRESS: 781-871-8277 185 RIDGEWOOD AVE HYANNIS MA REVISION � LF RESIDENTIAL PENDENT 1 2 4.9 155 WHIT S�stem Type WET WET WET DESIGNER TRACY MCHUGH Density Calculated Area GPM * GPM * GPM/ �, LF RESIDENTIAL PENDENT 1 2 4.9 175 WHIT SPRINKLER SYSTEM _ wTE DESCRIPTION Br SCALE 1' = 1 4 Area per Sprinkler • 0 e 3-16-18 CHECK BY JAMES N. MCHUGH REVISED LOCATION OF DOGHOUSE TM MASS FIRE PREVENTION FILE NUMBER 1 8-041 Demand GPM® Psi GPM® Psi GPM® Psi 5-16-18 LOCATION OF DOGHOUSE TM FLOW TEST INFO: Firepump: GPM® Psi Date: Time: Test By: Location: SC.# 000408 APPROVAL HYANNIS Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pipe: IMPORTANT 1 50 1000 00 TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, DATE 3-15-18 SEAL MUST BE SIGNED AND DATED 2 60 Ft OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE HEAD CAB'T & WRENCH(ES PROVIDED TOTAL COUNT THIS SHEET = 96 RESERVOIR PARK DRIVE ROCKLAND MA 02370 To BE VALID 3 SAFETY PSI SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI-FRIEEZE SYSTEM. -1 Acad Design Soft J e olr*Iffn11GJRC DRAWING NO. SP— PHONE 519 742-6030 FAX 519 742-0266 11 _— 1Of141021d IVNOI1t/3nu3?1S3QOinV NV AR C13Of10021d PRODUCED RY AN AIITODESK EDUCATIONAI PRODUCT wRa>m�s o air nArwv�c roav R fUP,®El V11M M IW[all MVl a M ,91PM�•TfOEY SQE KCfPi O O CPVC HANGER IWIGEF CODE 128 28 1 NIL 0 TOL CPVC DOUFLE FASM SW 1 NIL 0 SELF THREADING SCREW 2 NIL 0 CALCLILATIUN DESIGN CRITERIA, I DN TO FIRST FLOOR TYPE OF SYSTEMS WET (TYPICAL) 1" ON TO FIRST FLOOR (TYPICAL) STANDARD, NFPA 13, 2013 EDITION (7�0)� (7� OCCUPANCY CLASS, LIGHT HAZARD MAX. COVERAGE per HEAD. 16 X 16 DENSITY: 16 GALLONSGPM/FT, FOR 4 HEADS I�� 1 ❑RIFICE� 1/2 K, 4.9 N SPRINKLER TYPE AS LISTED \ HOSE ALLOWANCE+ 100 TOTAL WATER REQUIREDI 164.90 AVAILABLE PRESSURE, 69.95PSI OPERATING PRE PRESSURE REMAINING, 16104P SI/164.90 WATER FLOW INFORMATION I STATIC- 70 PSI RESIDUAL: 68 PSI © FLOW, 1150 GPM 1" ON TO FIRST FLOOR 1" DN TO FIRST FLOOR (70 (71) DATE: 8 TIME: 3-3-221-1-1 (TYPICAL) (TYPICAL) 1" ON TO FIRST FLOOR ---- o AM (TYPICAL) ! � O O � t; N SECOND FLOOR SPRINKLER PLAN SCALE: 1/4"-1•-O" OF MqJ` le 2 JAMES N. \ a MCHUGH F:PE PROTECTION ti N0.38572 HYDRAULIC DESIGN DATA CONTRACTOR: I SPRINKLER SCHEDULE & LEGEND J B ENGINEERING, INC. CALCULATION # CALCULATION # 2 CALCULATION # 3 snlaol SPR NKLER DESCRFWN ORIFICE 'K' TEUP. I FINISH aTY. 96 RESERVOIR PARK DRIVE PROJECT SITE: NORTH Hazard Class. -- LF RESIDENTIAL SIDEWALL 1 2 4.2 155 WHT ROCKLAND, MA 02370 z Hazard Class. -- ADDRESS: 781-871-8277 185 RIDGEWOOD AVE HYANNIS MA System Type WET WET I WET REVISION DESIGNER TRACY MCHUGH Density a GPM a GPM GPM * SPRINKLER SYSTEM Calculated Area o m m DATE DESCRIPTION er SCALE 1' = 1 4 Area per Sprinkler m m m CHECK BY JAMES N. MCHUGH Demand GPMO Psi GPMO Psi GPMO Psi MASS FIRE PREVENTION FILE NUMBER 1 8-041 FLOW TEST INFO: Firepump: GPMO Psi Tim e:me: Test By: � --- Location: SC# 000408 APPROVAL HYANNIS Or Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pipe: IMPORTANT - — DATE 3-15-18 1 _ 50 1000 0O TO PREVENT FREEZING OF WATER IN WET PIPE: SPRINKLER PIPING, SEAL NUST RE SIGNED AND DATED 2 sD Ft OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE HEAD CAD'T& WRENCH Es PROVIDED TOTAL COUNT THIS SHEET = 96 RESERVOIR PARK DRIVE ROCKLAND MA 02370 To RE VALID 3 SAFETY PSI SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI-FREEZE SYSTEM. _ FIreAcad Design Soft— J BEN- r[gsKJxc PHONE 519 742-6030 FAX ND A 023 DRAWING NO. SP-2 -- J_ana0ad-IVNOIlVOna3> uoinV NV A9 a3 naoad _____ j