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Home My WebLink About0767 INDEPENDENCE DRIVE (10) %7 =i-,deperzc n c J tazc t i t� II LAFRENIERE ARCHITECTS 22 March,2017 A�q QPT r°/4/ '7 R��ati Mr.Robert McKechnie NOj Building.Inspector /NS Town of Barnstable foget 200 Main Street Hyannis,MA 02601 Re: Village Green Apartments,767 Independence Way,Barnstable,MA. Phase 2,Building C and Building B Accessibility compliance of front entries with CMR 521 Dear Mr.McKechnie: I am writing at your request to clarify the compliance of the front entries for Building B and C with the requirements of the 521 CMR Architectural Access Board regulations. The accessible route to the entry of both buildings is provided at the main front entrance of Buildings B and C. To bypass the two steps from the accessible sidewalk to the front porch,a sloped walk is provided. This walkway has been designed and built with a running slope of less than 1:20 maximum slope as required by Section 20.9. The sloped walk is 48 inches wide,though the minimum for such a walk is 36 inches,per Section 20.3. Because the slope is less than 5% (1:20),there is no need..to meet any of the requirements for railings which would otherwise be required for a ramp. This sloped walk at the front entry provides convenient access to the main entries which comply with the requirements of 521 CMR. Sincerely, ..EREDA;gC .(p.— JOHN y/)t 14/ ‘fiK,A1/7""*" II LAFRENIERE o No. 7242 3 C► ;boy CAMBRIDGE `Jy`4 John H.LaFreniere A.I.A.,Principal s;t, 4 MA Architectural License #AR 7242 ail sf to W . 4' 13 678 Massachusetts Ave, Cambridge,MA 02139 T 617. 661. 422 F 617. 661. 4244 www.L-Architects.net • q.k t ___,.._...7/ I f--1.1 tr—J I .0 *4'-0" a in it aaac==—m aaaoaa a 'l BLDG C o1 5% (1:20) SLOPE' ID ENTRY PIMrt� MAXIMUM PORCH f-5'-0" % SLOP5%(1:20 M 01�5'-0'max.-Ad-S'-o' max. ®� a I(4( 1 I,a;Le41 ' J1 L —II L. 4'-0", • ACCESSIBLE SIDEWALK CI.4 BUILDING C -SLOPED SIDEWALK PLAN SCALE: 1/4"=1'-0" ___f---11=V I—I IF--- (I n- � *4-0 I a m IL oomevaaac�ooaoeaa - _ O I " BLDG B: KAN ER _�5% (1:20) SLOPE b MAIN ENTRY ; f5'-0" MAXIMUM PORCH i 5%0:20 op ® a� 1 a SLOPl M .4'-O°- ACCESSIBLE vs s�4 SIDEWALK qq 44i JOHN cyi�� ' (,,,,,,,,,:cLANA0f7Ni2:4:2: ;) �A,, 4, MA `�J (r A. C I BUILDING B SLOPED SIDEWALK PLAN *•..;,of Mns�,,a* SCALE: 1/4"=1'-0" LAFRENIERE VILLAGE GREEN PH. II DATE: 3-22-2017 ARCHITECTS SK-10 678 MASSACMUSE1IS AVENUE.CAMBRIDGE.MA 02139 aN-eel-4227 Hyannis, MA PROJECT#: 15061 OCCIPTRKI"LAfe[laERCAepIrtCCtiWC.W&Wfl RRID USC BPRDITJ:ED. , Mckechnie, Robert From: Mckechnie, c e, Robert Sent: Wednesday, March 22, 2017 9:34 AM To: 'rchagnon@dakotapartners.net' Subject: 767 Independence Drive, Barnstable Accessible Route . Hi Ray, Per our phone conversation I will require proof that this"accessible route" complies with 521 CMR 24.1. This proof will have to be stamped by the architect or engineer on the project. Once it is received and reviewed I will contact you. Thank you, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 • ESCROW.AGREEMENT This ESCROW. AGREEMENT.(thiS"Agiteinerin:is•„entered into as of this 044_of. June,2016 by and between the Town of Barnstable address 367 Main Street,:,:flyannis, ...,s. , ,.., MA:02604.("Town"),acting by and through:Thomas lc Lynch,Town Manager,, and Village Green II-'t,14,a:MASSaChnSettslifilitedliabilitYbeitipanyWitha business address of 1264 .• . .,... , , _..Massachusetts Aye,Waltham,Massachusetts 0204 s,(`V-0117).;and Peter L.. Freeman,Esq! 486. Willow Street,,Yannouthpoft;:MA2,026751VEscrow:Agerra Toyfil,::•yOnfAxid EctoW.Agetit:are . : ...: :. .,, ,. roferre0:.to•:4001ri.061100iii.ely4§:the4Parties7. I.:: :Reeitals. , .. . . • a The:TownZoningf3oard•Of Appeals has jsstied a Comprehensive Permit , pursuant to VLE04,:e.i49j3,'$s20423..,:fortbe development Of 60:tenta6p4ttinnt units by VOII(the'Project')cincter-tt*NOrat Low Income Housing Tax , ("LIHTC")with the CommonwealthofMassaChusettkPopartmentrof-UOusingand __ , Community Development001i1D")4§Ahe subsidizing agency on a locus at:767' . I Independence priy4Barnstahte,,.Mmthg•'`cOmprehen*e.Teonj.t"); b: One of the Conditions of theCOPWrgher)$iye Permit.:i that yOltexeCtite : 1 1 and record attheBainStablekegiStry ef.DeedS:la Regtilaterykgreement with'affordably . 1. housing restrictive covenants with.OFIC.1)•:under the LIIITC Program prior to the ttlease. - 1 of buildingpermits for the Project;butsuch,condition•allOws.the issuance of the building . permits if they are held in etrow by the'eloging,:attofney,pending the payment to,the . i. Towh.of.theapplicat?lepennitfopg'; • • 1.0. 'The'Tbwn-bclieves that there is.areal estate*liability owed' to the ToWn , • . . • ._., . . . by:113JAssociates;:l.„LC C1D.J"Yarising frOMilara.preVienS and extinguished ground tease with-tc:..fonooWrierOf thePipieet locus, which as of 14ay•It,2Q1.(vag. ....,.,.. .,.,. ..... ,. , $7$,36.:74(the"tai!(Artionnt7;and ,. , , d. 'V,0II has agreed to gayihp-t4giainoutit plus:.:4dchtionalitf.dieiniriteiest •- i ,. after May 31,2016 ofs$18,12•Ter:day(the'4.total.tax amowq"),ftomtiwOode.04'of the inninnent totiStriietiOnloanclOSingforthe PrOjeet;, NOW THEREFORE,after coosiderationatbe4bpve,:rOW$,[theT0iNO;Vein and the..Eo.koW. Agent hereby cpyerqpt and agrep;A4 f011Ows::: : 1 1. . :2'. :EtetoWbffiiiid ,t.lid Building:Permits . 1 . , . . • a., Upon the:oxecuiion,..of this,ageedino*anci,:deweryofa:Copy to Rtith,,j. 'Weil,Town Attorney(c.Weir),'well:shall forthwith instruct the Town Building .. . Department to issue the building permits,and;to release thernile.the Escrow,Agent,who - ..shall hold them in escrow as further provided.below. .. ._ b. UpOnthecompletion:of the:construction loan shall wire. transfer the total tax amount and the amount required for the issuance of the building permits to the EScrow,AgetiCS4OLTA.escrOW•aceatint(a non-interest bearing ageoint). . ,, i .. I • c,. Upon receipt of such wire transferred fluids,EscrOw Agent shall deliver to Wed bank checks for the total tax amount owed',arid one bank check for the amount of • thebuildingpermit fees. d Upon delivery of the checks as provided in paragraph 2 cnbove,Escrow • Agent:shalt releaSe the buildingpeimits VGII. 3. Termination of Agreement' This Escrow Agreement shall terminate,<and the Escrow Agent shall hetelieYetl:Pf all liability, after the total tax art ountand the bnilding:permit,feeS havebeenpaid to the Town, 4. Duties and Liabilities of Escrow Agent a. The sole duty of the Escrow Agent under this Agreement is to receive the , aforesaid funds for the total tax payment and building permit fees,to pay such funds to the Town, and,to thenreleaseThe building permits-WA/Gil. b The Escrow Agent shall not incur liability for following the instructions contemplated by this Agreement or expressly provided for inthis-Agreement or other Written instructions given to the Escrow Agent by the l'artleS. The Escrow Agent shall be under no obligation to institute or defend any action,suit or proceeding in connection with this Escrow Agreement, unless first indemnified toitssatiSfaction. The Escrow Agent may consult with counsel of its choice with respect to any question arising under or in connection with this Agreement,and shall not be liable for any action taken, suffered or oinitted in.goodfaith. c The Escrow Agent may refrain-from:taking any action,other than keeping all-fundSheld,by him incscrowif the Escrow Agent (i):.is uncertain about his duties or rights under this'EScrOW-Agreernent; (d)receives instructions that,in,his opinion,are in conflict with any of the terms and provisions of this Agreement;until he has resolved the Conflict to his satisfaction, final judgment bywcoutt of competent jurisdiction (if it deems such action neceSsary or advisable),or it has,reeeivedinstructions executed by both the Town and-VGII. 5.. Miscellaneous a, This,Escrow Agreement shall be binding upon,and shall inure to the benefitof the respectiveTartieshereto and their successors aria ty, This Agreement shall be governed by and be construed in accordance,with fhe1aMWttie‘Co1nmOW0alin of maSsachusetts. One bank check for$38,601 83 plus the per diem interest payable to Town of Barntable"Treasurer„and one bank check for$36,72491 payable to Town,of Barnstable Tak colltctor -2- c. This.Agreement shall beinterpreted as an instrument-underseal. d. This Agreement may be executed in any number of counterparts,each of , which shall constitute an original,and all counterpatts'shall,cQnstitute one Agreement This Escrow Agreement maynot be amended,altered,.or modified except •iiy*Written iiitrtiinent,duly exec:add by all ofthet'arties hereto. f Each individual and entity executing:this Agreement hereby represents and warrants that he,she or it has thacapacity.set forth on the signature pages hereof with full POWer and authority to bind the party,on whose behalf he,she or itiS executinglhis Agreement to the tormsliereof 6. Effective Date a. This Agreement shall take effect on June L 20,16. [SI6NATUREPAGES FOLLOWI 1 1 -3, r I TN WITNESS WHEREOF;the parties liave caused;this Escro*.Agitement-ta.be duly executcd.as&'of°tlteday and-year first written Above. FOR,THE TOWN OF BARNS`l'ABI:E Naive Thomas K.Ly Tttl Town M : anager Approved form: ; ante ut11.i ,et .itte: Town ttorney o FOR VILLAGE GR.EEN T1 LLC • l ,By.;VG Geiieral Partners I[LLC,its managing Member By: DPI,LLC, its manager r.g$,..; R. tietto Arista, onager i • ESCROW AGENT: s Name:Pete: L.Freeman: s 3 ' pi_ p ZADE - Aft.-MUC MUZAFFER • Consulting Engineers q� 0 ZADE ASSOCIATES, LLC TEHIrza�c e �s MualGl� 6-:-' MUOTEHITZAD ELECTRICAL E FIRE PROTECT' PJ ,j'med Zade Ph.D., P.E. 140 Beach St., Boston, MA 02111 $No.32579 0 4 e.39362 Phone: (617)338-4406 � ) ?'OV }_ A�s ��7 �ti er Muctehitzade M.Sc., P.E. Fax: (617)451-2540 `4 z , T s-r Email: zadecona,aol.com "'' � `a�`NG "' I FIRE ALARM SYSTEM NARRATIVE REP OR: VILLAGE G 3' EN APARTMENTS BUILDINGS B & C, BARNSTABLE, MA SECTION 1-Building Description a) Building use group is Residential, R-2. b) Building/Space is 28,206 sqf, new construction. c) Building Height is 42 feet. d) Number of floors above is three. e) Number of floors below is zero.(slab on grade) f) Floor area is 11,023 sqf per floor g) Types of occupancies within the building are Residential, R-2. h) Building Construction Type is 5B. i) Hazardous Material usage and Storage is none j) High storage of commodities within building over 12ft is none. k) Site accesses arrangement for Emergency Response Vehicles are through Fire Lanes. SECTION 2-Applicable Laws, regulations and Standards Fire Protection Plans have been prepared based on following Code Requirements. a) Massachusetts Building Code 780 CMR, 8th Edition, Art 901, Art 903(Sprinklers), Art -903.3(Sprinkler Design Criteria), Art 905 (Standpipe System), Art 912 (Fire Dept. Connections), Art 907 (Pull Stations, Notification Systems and Fire Detectors). b) NFPA 72 (Installation/Performance), NFPA 13 (Installation/Coverage), NFPA 14 (Installation/Performance), NFPA 110 (Installation/ Performance). c) MGL 148 Art 26G for Sprinklers is not applicable for Building is Sprinklered per MBC requirements. d) MGL 527 Article 24 Refers to MGL 148 which refers to 780 CMR. e) Local by-laws or Ordinances, non-is present. f) NFPA 70, NFPA 101 g) Federal Laws, ADA, OSHA. SECTION 3-Design Responsibility for Fire Protection Systems; a) Engineer whose PE Stamp bears on the Drawings is the professional engineer providing the partial design and specified the design criteria to be used by the installing contractor who will finalizes the system layout. Installer will provide calculations to confirm the design criteria. Engineer will review and approve the installing contractors final layout calculations. Design engineer whose PE Stamp is on the Drawings is the engineer of the record and will certify system installation for code compliance upon completion of the installation. SECTION 4-Fire Protection Systems to be installed Building has the following Fire Protection Systems a) Fire Mains and Hydrants as required by 780 CMR, Art 913.(provided) . I b) Automatic Sprinkler Systems as required by 780 CMR Art 903.2.2 for all R-2 Buildings. (Sprinklers are provided per NFPA 13) c) Design Criteria is based on NFPA 13 "Light Hazard". d) Standpipe Systems as required by 905.3.1 for buildings where the floor level of the highest story is located more than 30' above the lowest level of fire department vehicle access. (provided.) e) Fire Department Connection per 780 CMR Art 912 (Located at front) f) Fire Alarm System As required by 780 CMR Art 907.2.9, and Art 918.4.7, and Smoke Detectors in all common areas. g) Automatic Fire Extinguishing System as required by for Kitchen Hood. (No Kitchen Hood present.) h) Manual Suppression System as required by NFPA 10. i) Kitchen Cooking Equipment and Exhaust System as required by 780 CMR 904. j) Emergency Power as required by 780 CMR Art 1024.4 for Egress Routes. k) Local Type Photoelectric Smoke Detectors with battery back-up outside and inside the bedrooms. Following systems are new, addition or expansion as listed. Sprinkler System Sprinkler System coverage will be %100 per NFPA 13 with the exceptions and specifics as described below. Sprinklers are provided in all areas of the building, in every room, space, closet with the exception of Bathrooms within the apartments smaller than 55sqf with 15- minute thermal barrier. Attic will have Dry System. Unit Balconies will have Sprinkler heads where there is cover. Sprinkler Heads will be Residential type with RTI less than 50. Fire Alarm System System consists of Horn/Strobe type Analog Addressable Fire Alarm Panel. System components consist of Manual Pull Stations at every Stair Entrance and Building exit, Smoke Detectors in all common spaces. Common area storage, office, room, all spaces outside the Apartments will have either Smoke or Heat Detector except inaccessible concealed spaces. AudioNisual Devices shall be Horn/Strobe or Strobe type only as shown on plans and located per NFPA 72 coverage. Apartment Units will have Local Smoke Detectors outside and inside each bedroom. CO detectors outside each bedroom. SECTION 5-Features used in the design methodology Purpose of the Design is to protect Lives and Property from Fire once the building is occupied. For this purpose a) Building Occupants will be notified by way of AudioNisual Devices, b) Emergency Response Personnel will be notified by way of Alarm Company/Fire Department Notification, c) Initial and Periodic Test Criteria will be provided for proper maintenance of the System. SECTION 6-Special Considerations and Descriptions No Special consideration is given. SECTION 6-Sequence of Operation 1. Upon Activation of any Fire Alarm Device (Sprinkler Flow, Manual Pull Station, Smoke Detector, Heat Detector, Duct Smoke Detector) a) Fire Alarm Panel will be tripped: b) Alarm Company/fire Department will be notified via Telephone Dialer. • c) All Horn Strobe Devices will be activated. d) Exterior Strobe Light will be activated. e) All HVAC Units, which has Duct Smoke Detectors, will shut down. 2. Upon Activation of a Sprinkler Tamper Switch a) Fire Alarm Panel will indicate supervisory trouble signal and local sound. b) Alarm Company will be notified via Telephone Dialer. SECTION 7-Testing Criteria a) System Installer will test the System %100 for Engineers review and conformance to Performance Criteria. b) UL Certified Alarm Company will test the completed System for Performance of the System. c) Testing Agency will have a log of Fire Protection System Components and Devices and Test Results corresponding to each device. This Log will be submitted to Engineer for review and Approval. d) Upon Completion of the System to the satisfaction of the Engineer of the Record, Fire Department will be invited for Final Inspection. • SECTION 8-Equipment and Tools During the Preliminary and Final Testing of the System following Equipment and Tools will be provided at the site by the Contractor. • a) Manufacturer's Instructions, b) Sound Meters c) Fire Hoses, nozzles d) Flow Measuring devices e) Pressure Gauges f) Voltage Meters g) Magnets h) Communication Radios (Min two) i) Ladder as required to reach high mounted Devices SECTION 9-Testing and Installation Procedures 1) Fire Alarm System Installation shall be in accordance with NFPA 72 and NFPA 70. 2) Wiring shall be Class "A" 3) Fire Alarm System shall be tested according to NFPA 72. Table 7.2.2, In general: a) Battery Test shall be done visually and by Discharge Test per Manufacturers instructions. b) Stand-by Power Supply test shall be done by disconnecting the Primary Power Supply and testing the FACP as described above. c) Battery Test shall be done visually and by Discharge Test per Manufacturers instructions. d) Public Reporting System Test shall be done by testing the current, voltage across the conductors and to ground. Any variation above %10 from normal to be investigated and corrected. e) Transient Suppressors shall be tested per manufacturer's specifications. f) Control Panel Trouble Signals shall be tested shall be tested for operation and ring back feature, and off-premise signal transmission. Test of the operation under multiple fault conditions. g) Remote annunciator shall be tested for performance under a fault conditions. h) Conductors shall be tested for insulation integrity i) Heat detectors shall be tested mechanically and electrically. j) Smoke Detectors shall be tested with listed aerosol acceptable to the manufacturer. 4• • k) Duct Detectors shall be made in accordance with manufacturer's instructions. I) Tamper Switches shall be tested by verifying signals within the first two revolution of the wheel. m)Horn/Strobe devices shall be tested for sound levels with sound level meters. SECTION 10-Approval Requirements a) Upon completion of successful performance of the System, Code official will issue a written Approval of the System. b) If the system fails to operate satisfactorily to the Fire Official, failed component or part of the System or function will be corrected immediately upon agreement of a acceptable correction period with the Fire Official c) At the Completion and proof of satisfactory operation of the Fire Protection System, Engineer of the record will submit to Fire department/Building Official a "System Certification" stating that the Systems installed is in Compliance with all Laws, Regulations and Standards and pre-approved Narrative Reports. d) Along with the above Certification, listing of Names, Addresses and Telephone Numbers of Personnel for Emergency Notification will be provided. E/letters/FIRE ALARM/Residential Zade Company Inc. Consulting Engineers 140 Beach Street, Boston Ma 02111 (617) 338 4406 H Y D R A U L I C CALCULATIONS COVER SHEET Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) WATER S U P P L Y' • STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1063 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) . 125 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF . 125 gpm/sq. ft. FOR A DESIGN AREA OF SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 109. 60 gpm AT A PRESSURE OF 27.23 psi AT THE BASE OF THE RISER (REF. PT. 6) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 ❑&100❑&k12H s�� V fad•„ E&1001 &k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5. 60 38.00 17.04 9.26 102 5. 60 38.00 16.29 8. 46 103 5. 60 38.00 15.74 7. 90 104 5. 60 38.00 15.37 7.53 105 5. 60 38.00 15. 14 7.30 106 5. 60 38.00 15.02 7.20 107 5. 60 38.00 15.00 7. 17 THE SPRINKLER SYSTEM FLOW IS 109. 60 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 125 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70. 00 psi RESIDUAL PRESSURE 65.00 psi AT 1063.00 gpm TOTAL SYSTEM FLOW 209. 60 gpm AVAILABLE PRESSURE 69.75 psi AT 209. 60 gpm OPERATING PRESSURE 36.50 psi AT 209. 60 gpm PRESSURE REMAINING 33.25 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE • L&10014,k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 109. 60 50.00 222 37. 65 120 2 6.357 0.000 0.000 36.50 36.46 0.04 2 3 109. 60 8.00 4664 105.42 120 2 6.357 0.000 0.000 36. 46 31.41 5.05 3 4 109. 60 15.00 23 44 .05 120 2 6.357 0.000 0.000 31.41 31.38 0.03 4 5 109. 60 18.00256243 113.08 120 2 6.357 0.000 3. 900 31. 38 27.40 0.08 5 6 109. 60 25.00 222 26. 94 120 2 4 .260 0.003 0.000 27 .40 ' 27.23 0. 17 6 7 109. 60 30.00 223 39. 08 120 2 4 .260 0.003 13.000 27 .23 14 .00 0.23 7 101 109. 60 125.00 223 26. 58 120 2 2. 635 0.034 -0.433 14 .00 9.26 5. 18 101 102 92. 56 12.00 23 20. 69 120 2 2. 635 0.025 0.000 9.26 8. 46 0.79 102 103 76.27 12.00 23 20. 69 120 2 2. 635 0. 017 0.000 8. 46 7. 90 0.56 103 104 60.52 12.00 23 20. 69 120 2 2. 635 0.011 0.000 7. 90 7.53 0.37 104 105 45. 16 12.00 23 20, 69 120 2 2. 635 0.007 0.000 7.53 7.30 0.22 105 106 30.02 12.00 23 20. 69 120 2 2. 635 0.003 0.000 7 .30 7.20 0. 11 106 107 15.00 12.00 23 20. 69 120 2 2. 635 0.001 0. 000 7.20 7. 17 0.02 A MAX. VELOCITY OF 6.44 ft. /sec. OCCURS BETWEEN REF. PT. 7 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R. I. U.S.A. WATER SUPPLY/DEMAND GRAPH Village Green Apartments Barnstable, Ma. 7 heads in corridor. (12-14-15) 150.00 3 .___ ._x. _. _. ' 140.0t7 .... 130.00 ;. 1 r .. ; _� 1 f k_.__. . .. _. _..._ 120.00 ; r.. . _ _.. i # l P 110.00 ; -- 1 t., i R 100.00 „_�,_t. _ _____. . . t___ __._, _ ,_. _. _ i E 90.00tt � , , —. , , , i i i17 .. S 70.00 lit.iU 60.00 ,. l R 50.00 .,_. ._._ ._ _ _ $ �.,._.. __..__ .. _ .. q. .�--. ---i•-----d-- ,. . , ,.. — .— E 40.00 !,. ._ .. i 30.00 _�: 1_..,,-�..._t t__. _ _ __ .a.._ .. _.__. i ._ .., i 0.00 s i _ i 1. _._ 1 i I. 0 500 1000 150.0 2000 0 Supply: 65.00 psi @ 1063.00 gpm A Demand: :36.50 psi @ 209.60 gpm FLOW IFi. prinkler- L 7.2 Win Zade Company Inc. Consulting Engineers 140 Beach Street, Boston Ma 02111 (617) 338 4406 HYDRAULIC CALCULATIONS COVER SHEET Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) WATER SUPPLY • STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 • RESIDUAL FLOW (gpm) 1063 BOOSTER PUMPS • NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S • MAXIMUM SPACING OF SPRINKLERS (ft) 12 ' MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) . 125 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF . 125 gpm/sq. ft. FOR A DESIGN AREA OF SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 109. 60 gpm AT A PRESSURE OF 27 .23 psi AT THE BASE OF THE RISER (REF. PT. 6) ' PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 0&1000&k12H • ,\ pFPY S • .c,c) o MUZAF E5 FI;E:R�.�(Gi,�'GPd � • o. `!L. O°�� 1STEP �&'�lu� � �. ❑&100'L7&k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5. 60 38.00 17 .04 9.26 102 5. 60 38.00 16.29 8.46 103 5. 60 38.00 15.74 7. 90 104 5. 60 38.00 15.37 7.53 105 5. 60 38. 00 15. 14 7.30 106 5. 60 38.00 15.02 7.20 107 5. 60 38.00 15.00 7 . 17 THE SPRINKLER SYSTEM FLOW IS 109. 60 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 125 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70.00 psi RESIDUAL PRESSURE 65.00 psi AT 1063.00 gpm TOTAL SYSTEM FLOW 209. 60 gpm AVAILABLE PRESSURE 69.75 psi AT 209. 60 gpm OPERATING PRESSURE 36.50 psi • AT 209. 60 gpm PRESSURE REMAINING 33.25 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE it ❑'&10O[ k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 109. 60 50.00 222 37. 65 120 2 6.357 0.000 0.000 36.50 36.46 0.04 2 3 109. 60 . 8.00 4664 105.42 120 2 6.357 0.000 0.000 36. 46 31.41 5. 05 3 4 109. 60 15.00 23 44 .05 120 2 6. 357 0.000 0.000 31. 41 31.38 0. 03 4 5 109. 60 18.00256243 113.08 120 2 6. 357 0.000 3. 900 31.38 27.40 0.08 5 6 109. 60 25.00 222 26. 94 120 2 4 .260 0.003 0.000 27.40 27.23 0. 17 6- 7 109. 60 30.00 223 39.08 120 2 4 .260 0. 003 13.000 27.23 14 .00 0.23 7 101 109. 60 125.00 223 26.58 120 2 2. 635 0. 034 -0.433 14 . 00 9.26 5. 18 101 102 92.56 12.00 23 20. 69 120 2 2. 635 0.025 0.000 9.26 8. 46 0.79 102 103 76.27 12.00 23 20. 69 120 2 2. 635 0. 017 0.000 8.46 7 . 90 0.56 103 104 60.52 12.00 23 20. 69 120 2 2. 635 0.011 0.000 7 . 90 7.53 0.37 104 105 45. 16 12.00 23 20. 69 120 2 2. 635 0.007 0. 000 7 .53 7.30 0.22 , 105 106 30.02 12.00 23 20. 69 120 2 2. 635 0.003 0.000 7.30 7.20 0. 11 1.06. 107 15.00 12.00 23 20. 69 120 2 2. 635 0.001 0.000 7.20 7. 17 0.02 A MAX. VELOCITY OF 6.44 ft. /sec. OCCURS BETWEEN REF. PT. 7 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. , S WATER SUPPLY/DEMAND GRAPH I Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12.14.15) • 150.00 _ _ ' 4 1 _ 14a.00 —. ..._.. _. 3 .... _� _.... r 130.00 , ; . ... ;_.. ;. .: �....., mm 120.00 _ M 1 P 110.00 1 .g i . 3 R100.00 � ' _ _i-_ _ __ . l ; 9 , £ ._ - 1 . ii S 80.00 i,i_ }___ _ _ } .. .. _. S 70.00 . __:_ ;.__ 0 +' ; . U 60.00 _t.• { 1 50.00 >� ..- l - 1 R x 30.00 11® — .._ ...___....Y._ ii ' III# :. 20.00 .; 4 1 E j 0.00 b.. ___:__.._ __. i 0 500 1000 1500 2000 0 Supply: 65.00psi 1063.00 gpm Demand: 36.50 psi �J_.JOg�rri F �ct5 �I �-iF' { FLOW ' Sprinkler-CALL 7.21 Win i Zade Company Inc. Consulting Engineers 140 Beach Street, Boston Ma 02111 (617) 338 4406 HYDRAULIC CALCULATIONS COVER SHEET Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) WATER SUPPLY STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1063 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 p S R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) . 125 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .125 gpm/sq. ft. FOR A DESIGN AREA OF SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 109. 60 gpm AT A PRESSURE OF 27.23 psi AT THE BASE OF THE RISER (REF. PT. 6) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 0&1000&k12H ZN OP 1�ysZ ^I q7� MUZANF> s. gMUCTEHITZADE '2; FIRE PROTECTION `�� No.3s1P A Ocq�STEP�O� y"a seSS/ N,L EN j a oa ❑&100❑&k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) PAGE 1. HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5. 60 38 . 00 17.04 9.26 102 5. 60 38.00 16.29 8. 46 103 5. 60 38.00 15.74 7. 90 104 5. 60 38 .00 15.37 7.53 105 5. 60 38.00 15. 14 7.30 106 5. 60 38.00 15.02 7.20 107 5. 60 38.00 15.00 7 .17 THE SPRINKLER SYSTEM FLOW IS 109. 60 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 125 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70.00 psi RESIDUAL PRESSURE 65.00 psi AT 1063.00 gpm TOTAL SYSTEM FLOW 209. 60 gpm AVAILABLE PRESSURE 69.75 psi AT 209. 60 gpm OPERATING PRESSURE 36.50 psi AT 209. 60 gpm PRESSURE REMAINING 33.25 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE &1'00D&k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (12-14-15) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='.T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 109. 60 50.00 222 37. 65 120 2 6.357 0.000 0.000 36.50 36.46 0.04 2 3 109. 60 8.00 4664 105. 42 120 2 6.357 0.000 0.000 36. 46 31.41 5.05 3 4 109. 60 15.00 23 44 .05 120 2 6.357 0.000 0.000 31. 41 31.38 0.03 4 5 109. 60 18.00256243 113.08 120 2 6.357 0.000 3. 900 31. 38 27. 40 0. 08 5 6 109. 60 25.00 222 26. 94 120 2 4 .260 0.003 0.000 27. 40 27.23 0. 17 6 7 109. 60 30.00 223 39.08 120 2 4 .260 0.003 13.000 27.23 14 .00 0.23 7 101 109. 60 125.00 223 26. 58 120 2 2. 635 0.034 -0. 433 14 .00 9.26 5. 18 101 102 92.56. 12.00 23 20. 69 120 2 2. 635 0.025 0.000 9.26 8. 46 0.79 102 103 76.27 12.00 .23 20. 69 120 2 2. 635 0.017 0. 000 8. 46 7. 90 0.56 103 104 60.52 12.00 23 20. 69 120 2 2. 635 0.011 0. 000 7. 90 7.53 0. 37 104 105 45. 16 12.00 23 20. 69 120 2 2. 635 0.007 0.000 7. 53 7.30 0.22 105 106 30.02 12.00 23 20. 69 120 2 2. 635 0.003 0. 000 7. 30 7.20 0. 11 106 107 15.00 12.00 23 20. 69 120 2 2. 635 0.001 0.000 7 .20 7 . 17 0.02 A MAX. VELOCITY OF 6. 44 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH } Village Green Apartmenks, Barnstable, Ma. 7 heads in corridor. (12-14-15) - € 130.00 i ( 120.00 t1+- - -.__1__._. .__. .. �- ) € . r i P 110.00 - _ _ 1 . ' _ - R .E s ` r t • • a S 80.GG , , • }. }, S 70.0G _ 1 i1 { i* rfl z^ R 50.00 4 w ;. ... �= E 40.00 _ I} 30.00 — ___ 1. 20.00 I _ 10.00 ._.. .._. ._ ._ ._ -4 _ 0 500 1000 1500 2000 1 0 Supply: 65.00 psi 1063.00 gprn FLOW Wi" ' Demand: 36.50 psi @ 209.60 gpm •Sprinkler- L '7.2 Win . Zade Company Inc. Consulting Engineers . 140 Beach Street, Boston Ma 02111 (617) 338 4406 HYDRAULIC CALCULATIONS COVER .SHEET Village Green Apartments, Barnstable, Ma. 4 heads in top floor unit. (12-14-15) WATER SUPPLY STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1063 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) . 125 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF. . 125 gpm/sq. ft. FOR A DESIGN AREA OF SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 66.06 gpm AT A PRESSURE OF 29.36 psi AT THE BASE OF THE RISER (REF. PT. 6) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 • 001 SCHEDULE 40 ❑&1000&kl2H • • ,• • � MUZAPFE: jfi A MUCTEHiTZA7E -a 7 FIRE PROTECTION cn No.39362 'O 9cQ �0 Q2 • S'px,, U T E N��`� _'a' C(&1000&k10H Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 4 heads in top floor unit. (12-14-15) PAGE 1 HYDRAULIC CALCULATIONS .AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5. 60 38.00 18.35 10.74 102 5. 60 38.00 16. 66 8.85 103 5. 60 38.00 16.05 8.22 104 5. 60 38.00 15.00 7. 17 THE SPRINKLER SYSTEM FLOW IS 66. 06 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 125 gpm/sq. ft. _ THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70.00 psi RESIDUAL PRESSURE 65.00 psi AT 1063.00 gpm TOTAL SYSTEM FLOW 166.06 gpm AVAILABLE PRESSURE 69.84 psi AT 166.06 gpm OPERATING PRESSURE 38.39 psi AT 166.06 gpm PRESSURE REMAINING 31.45 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Q&l0O❑&klOH Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 4 heads in top floor unit. (12-14-15) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 66.06 50.00 222 37 . 65 120 2 6.357 0. 000 0.000 38.39 38.37 0.02 2 3 66.06 8.00 4664 105.42 120 2 6.357 0. 000 0.000 38.37 33.35 5.02 3 4 66.06 15.00 23 44 .05 120 2 6.357 0.000 0.000 33.35 33.34 0.01 4 5 66.06 18.00256243 113.08 120 2 6.357 0.000 3. 900 33.34 29.42 0. 02 5 6 66.06 25.00 222 26. 94 120 2 4 .260 0.001 0.000 29. 42 29.36 0.06 6 7 66.06 30.00 223 39.08 120 2 4 .260 0.001 13. 000 29.36 16.27 0.09 7 8 66.06 185.00 223 26. 58 120 2 2. 635 , 0.013 0. 000 16.27 13. 44 2.83 8 9 66.06 8 .00. 23 9. 00 120 1 1. 610 0. 147 0. 000 13.44 10. 94 2.50 9 101 18.35 4 .00 ' 2 1.70 120 1 1.049 0. 111 -0.433 10. 94 10.74 0. 63 9 10 47.71 3.00 23 7 .50 120 1 1. 380 0. 171 0. 000 10. 94 9. 13 1.81 10 102 16. 66 6.00 2 1.70 120 1 1. 049 0.093 -0. 433 9. 13 8.85 0.71 10 103 31.05 10.00 23 7 .50 120 1 1.380 0.077 -0.433 9. 13 8.22 1.34 103 104 15.00 12.00 2 1.70 120 1 1.049 0.076 0.000 8.22 7 . 17 1.04 A MAX. VELOCITY OF 10.41 ft. /sec. OCCURS BETWEEN REF. PT. 8 AND 9 Sprinkler-CALC Release 7 .2 Win By Walsh Engineering Inc. North Kingstown R. I. U.S.A. 1