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Home My WebLink AboutMiscellaneous - Exception (562)1Ro coN� INCORPORATED Design and Construction Management To5ZZ:�er Id' Gerry' A: Brown, CB0'-� Town of North Arid6ver, MA 1600 Osgood Street Building 20, Suite 2-36 (Inspector of Buildings) Hours 8:30-10:00 & 1:00-2:00 North Andover, MA 01845 Ph: 978-688-9545 Fax: 978-688-9542 Letter of Transmittal PO BOX 4430 MANCHESTER, NH 03108 Ph: (603)623-8811 Transmittal #: 6 Date: 2/24/2012 Job: 20-1582 Brightview North Andover Subject: UWall Retaining Walls Reviewed & Approved Shop Drawings & Design Calculations WE ARE SENDING YOU r Attached f Shop drawings r Copy of letter r= Prints r Change order r Under separate cover via Mail the following items: r Plans r Samples r Specifications r Other Document Type Copies Date No. Description Submittal 1 2/22/12 028320.1.1 UWall Retaining Wall Shops & Calcs (Stamped/Sealed) ❑ Returned for corrections r Return _ corrected prints 177 For review and comment r THESE ARE TRANSMITTED as checked below: Remarks: These are issued / forwarded to you for your use, review and records as requested. Copy To: Judith 'Judy' M. Tymon, AICP (Town of North Andover, MA), Jennifer A. Hughes (Town of North Andover, MA), Alan D. Siegfried (Shelter Development), Erik D. Anderson (PCI Architects), John A. Barrows (Marchionda & Assc LP), Paul A. Marchionda (Marchionda & Assc LP) r From: Brian R. Knox (Pro Con Inc.) Signature: If enclosures are not as noted, kindly notify us at once. Page 1 of 1 For approval r Approved as submitted r Resubmit _ copies for approval G For your use r Approved as noted f.i Submit _ copies for distribution I✓; As requested ❑ Returned for corrections r Return _ corrected prints 177 For review and comment r Other IJ FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US Remarks: These are issued / forwarded to you for your use, review and records as requested. Copy To: Judith 'Judy' M. Tymon, AICP (Town of North Andover, MA), Jennifer A. Hughes (Town of North Andover, MA), Alan D. Siegfried (Shelter Development), Erik D. Anderson (PCI Architects), John A. Barrows (Marchionda & Assc LP), Paul A. Marchionda (Marchionda & Assc LP) r From: Brian R. Knox (Pro Con Inc.) Signature: If enclosures are not as noted, kindly notify us at once. Page 1 of 1 r Page 1 of 2 Brian Knox From: Frank K. Miller[fmiller@millerengandtesting.com] Sent: Tuesday, February 21, 2012 2:09 PM To: Brian Knox Cc: 'Howard Goddard; Mark Belter; Erik Anderson; Matt LaBrecque; 'jimmy locke; 'Sean McDonald; paul@marchionda.com; 'John Barrows' Subject: RE: Brightview North Andover - REVISED UWall Retaining Wall Shops & Calcs Brian, The changes to the retaining wall design pla nd calculations have addressed our previous comments. However, with regard to Drawing No. SEC -1; Section A -A, nonwoven filter fabric (Mirafi 140N, or equal) should wrap the crushed stone backfill surrounding the 6 -inch drain pipe. These drains should gravity discharge at locations approved by the Owner and Civil Engineer. Please contact me if you have any questions. Frank Miller, PE Miller Engineering and Testing, Inc. 100 Sheffield Road Manchester, New Hampshire 03103 603-668-6016 %I IN. Design 040-.onjo�ptiommm b4ot Stibm- ittai Jab .20.4582M.. -NO .....ghtv"'North Submittal No: 1 8 dd .htvi6w Senior LAV!ho R0101do.blo: I T2i6T-urhplke-,R0.ad: SAj#.- Wite, 211.712012 Nbfth- Andbvd, AA 01-862 00, 6. oft 2=01*2 .Spey 4or#top T..itleim, Retaining. Wall Systems. L'W..011'kefolbin -Wqllg REN(SVD Shops 8s R-EV1980 Calbs 0on'tractor # PRO CON, 'INC. C6.nbbct6rrs stArdp- 0.0 B044�4 MANCHESTER; Q& r . I Approv n MORN@ I m- FFir=LD ROAD PO BOX 4776 MANCHESTER, NH 03108 DRAWING REVIEW REVIEWED - NO COMMENTS REVIEWED NOTE COMMENTS Er [RESUBMITTAL REQUIRED El "BRIGHT_(VIEW SENIOR LIVING Route 114 North Andover, Ma SYSTEM DESCRIPTIONNARRATIVE There are two types of systems .protection this facility: First type of system is a dry system that'protects parts of front canopy at main entrance and the entire Attic over the main building, essentially all of the areas that could reach temperatures below 40 degrees Fahrenheit. In,the main building area, it is "the sprinkler.pipe located in cold attic spaces above the insulation layer that could freeze, not the rooms located on the 4th floor, which are typically kept warm. = Second type of system is a wet system protecting all remaining areas including Residential rooms, storage, and utility `rooms, all corridors and stairwells. The wet system also protects the kitchen'- and dinning area and the laundry/ linen rooms. Both systems start. in the ,first floor water room and are -fed off the same water supply from the street. The'main control valves and flow switches are also located here. The wet system is fed through a 6" main pipe to each of the stairwells. The 6" feed main connects to a standpipe, which carries the water- up to the remaining floors. Each floor" sprinklers are fed off this standpipe through a set.of "zone control". Each floor has (2) separate zone controls located in center stairwell which can be isolated from the, other floors. Each set of zone controls has a control valve and a water flow switch,_ which senses water flow. The sprinkler pipe runs -from- these fromthese zone controls and feeds- the sprinkler heads. Please see system drawings for specific coverage- areas Operationally, each sprinkler head actives in isolation. If heat reaches a certain temperature, in most case, 155 degrees Fahrenheit, the special liquid in each sprinkler head expands, breaking the glass vile -housing 'it. This activates that .sprinkler head only and allows, the water .(wet, system) or air (dry, system) to flow through and out onto the source of heat. The wet riser in the first floor water- room senses this water flow as do the zone controls, and sends 'a signal to the FACP, triggering alarms to activate. The water 230 Londonderry Turnpike* Hooksett, NH 03106 • (603) 644-4700 -.FAX (603) 644-8700 .�dd � FI E. P' � �'E CTION R R� C 0 INC.. continues to flow through the activated sprinkler head until the main valve is closed on the wet riser located in first floor water room or the zone control valves in the center stairwell for that floor is closed. The dry system, on the other hand, senses the loss of air pressure caused by sprinkler head activation.' This causes a signal to be sent to the FACR, and it causes the dry pipe -valve on the dry pipe valve there to open, slowing the water to follow the. escaping air through the activated sprinkler head. There _is also, a valve on the dry, system riser that can be closed stop the flow of water. Only a -trained service technician should put fire sprinkler system back into operation. 230 Londonderry Turnpike • Hooksett, NH 03106 ! (603) 644-4700 • FAX (603) 644-8700 r-� ... Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 3rd Floor Above Building Third Floor Location 1275 Route 114 /Salem Turnpike System 1 Contract 2012-907 Data File Brightview 3rd Floor Above AREA 1.wxf H OF� cS' OOMEA' A CIOLINO N o m v FIRE "ROTECTION 41630 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Superior Fire Protection, Inc. Page 1 Brightview - 3rd Floor Above Date 02/02/2012 Hydraulic Design Information Sheet Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Third Floor System No. - 1 Contractor ,. Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 7 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 9' Occupancy - Senior Living S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other Cap. - T Specific Ruling Made By Date E Static Press - 84 M Area of Sprinkler Operation - 900 System Type Sprinkler/Nozzle Density - 0.1 (X) Wet Make Tyco D Area Per Sprinkler - 180 ( ) Dry Model CC2 E Elevation at Highest Outlet - 19110 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 0 ( ) Preaction K -Factor 5.6 I Rack Sprinkler Allowance - N/A ( ) Other Temp.Rat.175 G Hose Allowance - Outside - 100 N Note Light hazard third floor interstitial space wet calc. Calculation Flow Required - 272.337 Press Required - 65.161 At Test Summary C -Factor Used: 150 Overhead 140 Underground W A T E R S U P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 09/29/2011 Cap. - Time of Test - 10:25 AM Rated Cap.- Elev.- Static Press - 84 @ Press - Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow Elevation - 0 LocaLion - un site. Source of Information - Coughlin Environmental Services, LLC C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % M S R T A 0 C R K A G E ( ) Single Row ( ) Double Row ( ) Mult. Row Flue Spacing Longitudinal Rack ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. ( ) Slave Pallet ( ) Solid Shelf ( ) Non ( ) Open Shelf Horizontal Barriers Provided: Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AT O N N O N O O (L) ai a-+ M (z a_ cl 00 T 00 co co CM7CV) 06 N 0 rl O^ E O(,D�O O LL d coC: O E E E& O Ca()a)a)0 co 2 >, TQ >, W T LU %o U) W T 1 1 1 N 1 crNN OM CZ (000020(4 E m O O O r O O N U LO cq O r 0 < N z T O J LL O O O r O N O O cF r CO 00 00 N T (1)N3 y(1)o 0 (ndL O-- f z co a :3: O �C4C�x 0 O m 1 1 1 O cm C\1 N ?UUU o 0 0 0 o o d cc W U) (n D m W I- 00 O C'7 O N t c C �� G a) O m (3 C U N N 2 CU) E ca 6 O i IL a� CL E 0 U § 4 o G § \ / Q o2 ?) m/ ° � oLO g %\ - �� o'T _� / oR 4Q a% gE 2 .»Q G@ co Qm ' to »/ RR LOm2 kg - 22 q@ § o= 22 E § $ n «w 9f «C2 7= EU ->\2 f\/ff m 22 = - - u k 2 / 2 . �_� a k�ok §�2(n CM �rE��E opo - z § 5 -I- § 2 = f o 2 CO = = o \f \\ 2 . o�G��m �o \ m 7 § , �t ƒ%t§2\ on\rl�] g£ U) U) 2 c m ' 2- $ n 2 = E 2% $ o m»_ c �m o0»c �Cr E$ cn2£%�/ £ 5@ . o o ` e■ & 2 E Ma=� iCL 2 =«� Ro a om0) CU �o CDcn \cuE/22 §'tn§ = o� B 3 - e o /LL 7-p E \2�§/f / 2, 5�==(nC 72RcnC de e2�jJ $@-'2k% �/ >m>(D \2-V) § o��k-- < «\$�» 00 &o -0:3c_ = m oo �g )§acE ee< =m2e� =U)a�2� 0 2q=m«o ��®_ 12 22\22§ \ate//0 S (Dm o «m« g � \ 2 /�2«5 C: (n :t-- 0)- �� )Z U- U- E - E\§my\ =Z \ k/\\ /22\2 $ coz - kk .9 e E��S a\/kk\ __ U) = �� LL< = mwƒmeR : = §�2@ 6uLLCL a= CL 2w5U)ca2 Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - 3rd Floor Above Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press SP01 20.83 5.6 7.0 na 14.82 0.1 144 7.0 EQ01 19.83 7.85 na SP02 20.83 5.6 7.0 na 14.82 0.1 114 7.0 EQ02 19.83 7.47 na SP03 20.83 5.6 7.0 na 14.82 0.1 133 7.0 EQ03 19.83 7.85 na SP04 20.83 5.6 7.0 na 14.82 0.1 114 7.0 EQ04 19.83 7.85 na SP05 20.83 5.6 7.0 na 14.82 0.1 124 7.0 E005 19.83 7.85 na SP06 20.83 5.6 7.0 na 14.82 0.1 113 7.0 EQ06 19.83 7.85 na 106 19.83 K = K @ EQ04 7.85 na 14.82 107 19.83 K = K @ EQ04 8.31 na 15.25 108 19.83 K = K @ EQ05 9.91 na 16.65 A3 19.83 16.14 na A4 19.83 17.49 na A5 19.83 40.71 na FC3E 19.83 43.05 na TOS 19.83 49.37 na BOS 9.83 53.88 na A6 9.83 54.04 na TOR 9.83 54.32 na BOR 2.5 57.6 na BKFL -5.0 67.0 na HOSE -5.0 67.09 na 100.0 UND -5.0 67.28 na TEST 0.0 65.16 na 103 19.83 K = K @ EQ02 8.85 na 16.13 104 19.83 K = K @ EQ03 9.58 na 16.37 105 19.83 K = K @ EQ03 11.41 na 17.87 A2 19.83 15.81 na 101 19.83 K = K @ E001 11.9 na 18.25 102 19.83 K = K @ EQ01 12.59 na 18.77 Al 19.83 15.77 na 109 19.83 K = K @ E006 12.76 na 18.89 110 19.83 K = K @ EQ06 13.37 na 19.34 The maximum velocity is 16.97 and it occurs in the pipe between nodes 105 and A2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - 3rd Floor Above Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '**'**' Notes Point Qt Pf/Ft Eqy. Ln. Total Pf Pn SP01 14.82 1.101 IT 9.563 1.000 7.000 K Factor = 5.60 to 150.0 0.0 9.562 0.433 EQ01 14.82 0.0391 0.0 10.562 0.413 Vel = 4.99 0.0 14.82 7.846 K Factor= 5.29 SP02 14.82 1.101 0.0 1.000 7.000 K Factor = 5.60 to 150.0 0.0 0.0 0.433 EQ02 14.82 0.0390 0.0 1.000 0.039 Vel = 4.99 0.0 14.82 7.472 K Factor = 5.42 SP03 14.82 1.101 1 T 9.563 1.000 7.000 K Factor = 5.60 to 150.0 0.0 9.562 0.433 EQ03 14.82 0.0391 0.0 10.562 0.413 Vel = 4.99 0.0 14.82 7.846 K Factor= 5.29 SP04 14.82 1.101 IT 9.563 1.000 7.000 K Factor = 5.60 to 150.0 0.0 9.562 0.433 EQ04 14.82 0.0391 0.0 10.562 0.413 Vel = 4.99 0.0 14.82 7.846 K Factor= 5.29 SP05 14.82 1.101 IT 9.563 1.000 7.000 K Factor = 5.60 to 150.0 0.0 9.562 0.433 E005 14.82 0.0391 0.0 10.562 0.413 Vel = 4.99 0.0 14.82 7.846 K Factor= 5.29 SP06 14.82 1.101 IT 9.563 1.000 7.000 K Factor = 5.60 to 150.0 0.0 9.562 0.433 EQ06 14.82 0.0391 0.0 10.562 0.413 Vel = 4.99 0.0 14.82 7.846 K Factor = 5.29 106 14.82 1.101 0.0 12.000 7.846 K Factor @ node EQ04 to 150.0 0.0 0.0 0.0 107 14.82 0.0390 0.0 12.000 0.468 Vel = 4.99 107 15.25 1.101 0.0 11.000 8.314 K Factor @ node EQ04 to 150.0 0.0 0.0 0.0 108 30.07 0.1447 0.0 11.000 1.592 Vel = 10.13 108 16.65 1.101 1 T 9.563 5.670 9.906 K Factor @ node E005 to 150.0 1 E 3.825 13.387 0.0 A3 46.72 0.3269 0.0 19.057 6.229 Vel = 15.74 A3 87.38 2.635 1E 8.237 19.160 16.135 to 120.0 0.0 8.237 0.0 A4 134.1 0.0496 0.0 27.397 1.358 Vel = 7.89 A4 38.24 2.635 1E 8.237 286.210 17.493 to 120.0 0.0 8.237 0.0 A5 172.34 0.0788 0.0 294.447 23.215 Vel = 10.14 A5 0.0 2.635 2E 16.474 13.270 40.708 to 120.0 0.0 16.474 0.0 FC3E 172.34 0.0788 0.0 29.744 2.345 Vel = 10.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. 0.0 6.357 1 E 17.603 5.500 Page 6 Brightview - 3rd Floor Above to 120.0 1 Zib 0.0 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt 0.0 23.103 Ref. Vel = 1.74 "C" or 8.27 Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 K Factor= 33.74 HOSE 172.34 0.0002 1 E 0.0 385.404 0.087 Vel = 1.03 HOSE FC3E 0.0 2.635 1 E 8.237 5.000 43.053 to 16.13 to 120.0 1 B 9.61 37.067 3.000 * Fixed loss = 3 TOS 172.34 0.0788 IS 19.22 42.067 3.316 Vel = 10.14 0.0 0.0 0.0 1 F. -;n 0.0 32.5 0.1671 0.0 TOS 0.0 4.26 1 E 13.167 10.000 49.369 9.563 2.130 to K Factor @ node EQ03 120.0 0.0 13.167 4.331 9.562 0.0 BOS 172.34 0.0076 0.3756 0.0 23.167 0.176 Vel = 3.88 BOS 0.0 4.26 1 E 13.167 8.900 53.876 to to 150.0 120.0 0.0 0.0 - 13.167 0.0 A3 87.39 A6 172.34 0.0076 22.146 0.0 22.067 0.168 Vel = 3.88 A6 0.0 6.357 4E 70.411 188.770 54.044 to 120.0 K Factor= 21.76 0.0 70.411 0.0 0.0 TOR 172.34 0.0011 to 0.0 259.181 0.280 Vel = 1.74 TOR 0.0 6.357 2E 35.205 7.330 54.324 12.000 0.689 to 120.0 1 B 12.573 88.013 3.175 BOR 172.34 0.0011 IS 40.235 95.343 0.103 Vel = 1.74 BOR 0.0 6.357 1 E 17.603 5.500 57.602 to 120.0 1 Zib 0.0 17.603 9.376 * Fixed loss = 6.128 BKFL 172.34 0.0011 0.0 23.103 0.025 Vel = 1.74 BKFL 0.0 8.27 3E 85.404 300.000 67.003 to 272.34 140.0 0.0 85.404 0.0 K Factor= 33.74 HOSE 172.34 0.0002 1 E 0.0 385.404 0.087 Vel = 1.03 HOSE 100.00 8.27 2E 56.936 300.000 67.090 Qa =100 to 16.13 140.0 0.0 56.936 0.0 Vel = 5.44 UND 272.34 0.0005 0.0 356.936 0.188 Vel = i.61 UND 0.0 12.34 1 E 42.195 600.000 67.278 to 140.0 0.0 42.195 -2.166 TEST 272.34 0.0001 0.0 642.195 0.049 Vel = 0.73 0.0 272.34 65.161 K Factor= 33.74 103 16.13 1.101 1 E 3.825 12.000 8.853 K Factor @ node EQ02 to 150.0 0.0 3.825 0.0 104 16.13 0.0457 0.0 15.825 0.723 Vel = 5.44 104 16.37 1.101 0.0 11.000 9.576 K Factor @ node EQ03 to 150.0 0.0 0.0 0.0 105 32.5 0.1671 0.0 11.000 1.838 Vel = 10.95 105 17.87 1.101 1 T 9.563 2.130 11.414 K Factor @ node EQ03 to 150.0 0.0 9.562 0.0 A2 50.37 0.3756 0.0 11.692 4.392 Vel = 16.97 A2 37.02 2.635 1 E 12.447 9.700 15.806 to 150.0 0.0 12.446 0.0 A3 87.39 0.0149 0.0 22.146 0.329 Vel = 5.14 0.0 87.39 16.135 K Factor= 21.76 101 18.25 1.101 0.0 12.000 11.904 K Factor @ node EQ01 to 150.0 0.0 0.0 0.0 102 18.25 0.0574 0.0 12.000 0.689 Vel = 6.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 7 Brightview - 3rd Floor Above Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn **"'"` Notes "*"* 102 18.77 1.101 IT 9.563 5.380 12.593 K Factor @ node EQ01 to 150.0 0.0 9.562 0.0 Al 37.02 0.2126 0.0 14.942 3.177 Vel = 12.48 All 0.0 2.635 0.0 12.050 15.770 to 150.0 0.0 0.0 0.0 A2 37.02 0.0030 0.0 12.050 0.036 Vel = 218 0.-0 37.02 15.806 K Factor = 9.31 109 18.89 1.101 0.0 10.010 12.756 K Factor @ node E006 to 150.0 0.0 0.0 0.0 110 18.89 0.0612 0.0 10.010 0.613 Vel = 6.37 110 19.34 1.101 1 T 9.563 8.720 13.369 K Factor @ node EQ06 to 150.0 0.0 9.562 0.0 A4 38.23 0.2256 0.0 18.282 4.124 Vel = 12.88 0.0 38.23 17.493 K Factor= 9.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a v A, I _ _ Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 3rd Floor West Building Third Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 3rd Floor West AREA 2.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DOMENIC A yc 0 CIOLINO m v FIRE PROTECTION 140.41630 4 Superior Fire Protection, Inc. Brightview - 3rd Floor West Page 1 Date 02/02/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Third Floor System No. - 1 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 7 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 9' OCCUPANCY - Senior Living S Y S T E M D E S I G N Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )l ( )2 (X)4 ( ) ( )Other . ( )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - N/A Gpm Additional Flow Added - 100 Gpm Elevation at Highest Outlet - 19'10Feet Note:Third floor west four head wet NFPA 13 residential calc. System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make Tyco Model LF -II Size 7/16 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 201.521 Psi Required 68.362 At Test Summary C -Factor Used: Overhead 150 Underground 140 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Rated Cap. Cap. T Time of Test - 10:25 AM @ Psi Elev. E Static (Psi) - 84 Elev. R Residual (Psi) - 71 Other Well Flow (Gpm) - 1320 Proof Flow Gpm S Elevation - 0 P Location: On Site P L Source of Information: Coughlin Environmental Services Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ■ \ 2 0 < / 3 2 E f C: § \ tr //� \\ _\$/\\ e 2 cz §\—E =EI\/& o 0EEEE/ % a=e(D== ¢732{5 ecri C/) U) - \\\\$r\ ocEOIcm E / 0 . c \. N % 0< q= 4 O LL / \ C) E 7E\ .. § .. @]R 0 Q@2 =I± °-- §§ ƒgam s c o q o �#$$ # \71= 0 7... \ /v // \ / \ \ - \ \ E p \ - S 2 ? \ \ 2 I m w w w= I w \ 2 0 < / 3 2 E f C: § \ tr i k 0 < § ± 2 E f f k \ i / § k M _ E % a_ \ E / m 4 /) oG 0 \ \\ @ 02 ` r / ° oQ m% /\ 0 0 0 r, 00 / .o00 R RR / &% SS . 2 »G §S Go 2f &m /3 to RR LO = 2 %g 22 g% 2 =w E 0 c — u) 2 CO E± / f\/f\ 2 = m r -o f 2 a- o (Z=e� gee co < cz > fes m CDrLL LL . 59f\kf \ / $\fƒ\E c -]=o] �7 7\/� m m U)I»c-= ® � g /�/�_± on-iU) wo) §£ \U)U)e±o \ \ f=\ \\ _\f\ Co o�jmm\ +% cI U) ttReco § § 0 o 0 /\\ $ oa\r«\ /\ t § EECO 6666 \tnj 0�B«2 m o / I \a- Z!E k2E . (D (z czcz r- 2//0== /°°°°C: o 02 -0 e U) U) C: � `m ;�_ƒ\ cn0) Ca o%£ = % �k /\\/2 /2 / ƒf. ƒ%$o! �o==m£ ° ° ) �a3E± _�� o� U) a) -2 2¥=ƒk¥ \ /�_\� /\ 22\Qem » $ $ .23G§- / $ en LL e _E « m <<@ ==»CLCLk % 2 = 2(n � E E / cco oZ LLL2U—�� zz=zza § b= 7@ ��02=0 2E D \} f @ 7»E)= LL ef� C:, kk /k c a EcR: a22E�O o _- _-o = a § e 7 ± = _ _ - LL m6 =< =u22e@ = 0uEI Z±5mcz2 k 0 < § ± 2 E f f k \ i / § k M _ E % a_ \ E / Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - 3rd Floor West Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. DP01 18.83 4.9 12.04 na 17.0 0.1 170 7.0 EQ01 19.83 11.65 na DP02 18.83 4.9 16.0 na 19.6 0.1 196 7.0 EQ02 19.83 16.26 na DP03 18.83 4.9 16.0 na 19.6 0.1 196 7.0 EQ03 19.83 15.63 na DP04 18.83 4.9 24.59 na 24.3 0.1 243 7.0 E004 19.83 24.26 na 204 19.83 K.= K @ E004 24.26 na 24.3 A7 19.83 26.02 na 107 19.83 26.28 na 108 19.83 30.09 na A3 19.83 36.68 na A4 19.83 37.49 na A5 19.83 46.21 na FC3W 19.83 47.1 na TOS 19.83 51.34 na BOS 9.83 55.74 na A6 9.83 55.8 na TOR 9.83 55.91 na BOR 2.5 59.12 na BKFL -5.0 70.36 na HOSE -5.0 70.39 na 100.0 UND -5.0 70.5 na TEST 0.0 68.36 na 203 19.83 K = K @ E003 23.18 na 23.87 106 19.83 24.96 na 201 19.83 K = K @ EQ01 28.13 na 26.41 101 19.83 29.21 na 102 19.83 30.57 na 202 19.83 K = K @ E002 30.72 na 26.94 Al 19.83 36.41 na A2 19.83 36.52 na The maximum velocity is 17.98 and it occurs in the pipe between nodes 202 and Al Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 3rd Floor West Page 5 Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0500 0.0 1.000 0.050 Vel = 5.73 DP01 17.00 1.101 2E 0.0 1.000 12.037 K Factor = 4.90 to 150.0 0.0 0.0 -0.433 E001 17.0 0.0500 0.0 1.000 0.050 Vel = 5.73 FC3W 0.0 2.635 1 E 8.237 5.000 47.095 to 17.00 120.0 1 B 9.61 37.067 11.654 K Factor= 4.98 DP02 19.60 1.101 1 T 9.563 1.000 16.000 K Factor = 4.90 to 150.0 1 Fsp 0.0 9.562 -0.433 E002 19.6 0.0655 1 E 0.0 10.562 0.692 Vel = 6.60 to 0.0 120.0 0.0 13.167 4.331 BOS 19.60 0.0028 0.0 23.167 16.259 K Factor= 4.86 DP03 19.60 1.101 0.0 1.000 16.000 K Factor = 4.90 to 150.0 0.0 0.0 -0.433 EQ03 19.6 0.0650 0.0 1.000 0.065 Vel = 6.60 0.0 19.60 15.632 K Factor = 4.96 DP04 24.30 1.101 0.0 1.000 24.594 K Factor = 4.90 to 150.0 0.0 0.0 -0.433 EQ04 24.3 0.0970 0.0 1.000 0.097 Vel = 8.19 0.0 24.30 24.258 K Factor = 4.93 204 24.30 1.101 1 T 9.563 4.720 24.258 K Factor @ node EQ04 to 150.0 1 E 3.825 13.387 0.0 A7 24.3 0.0975 0.0 18.107 1.766 Vel = 8.19 A7 23.87 1.101 0.0 0.750 26.024 to 150.0 0.0 0.0 0.0 107 48.17 0.3467 0.0 0.750 0.260 Vel = 16.23 107 0.0 1.101 0.0 11.000 26.284 to 150.0 0.0 0.0 0.0 108 48.17 0.3459 0.0 11.000 3.805 Vel = 16.23 108 0.0 1.101 1T 9.563 5.670 30.089 to 150.0 1 E 3.825 13.387 0.0 A3 48.17 0.3459 0.0 19.057 6.592 Vel = 16.23 A3 53.35 2.635 1 E 8.237 19.160 36.681 to 120.0 0.0 8.237 0.0 A4 101.52 0.0296 0.0 27.397 0.812 Vel = 5.97 A4 0.0 2.635 1 E 8.237 286.210 37.493 to 120.0 0.0 8.237 0.0 A5 101.52 0.0296 0.0 294.447 8.721 Vel = 5.97 A5 0.0 2.635 2E 16.474 13.270 46.214 to 120.0 0.0 16.474 0.0 FC3W 101.52 0.0296 0.0 29.744 0.881 Vel = 5.97 FC3W 0.0 2.635 1 E 8.237 5.000 47.095 to 120.0 1 B 9.61 37.067 3.000 * Fixed loss = 3 TOS 101.52 0.0296 IIS 19.22 42.067 1.246 Vel = 5.97 1 Fsp 0.0 TOS 0.0 4.26 1 E 13.167 10.000 51.341 to 120.0 0.0 13.167 4.331 BOS 101.52 0.0028 0.0 23.167 0.066 Vel = 2.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 3rd Floor West Page 6 Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"'* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BOS 0.0 4.26 1 E 13.167 8.900 55.738 to 120.0 0.0 13.167 0.0 A6 101.52 0.0029 0.0 22.067 0.063 Vel = 2.29 A6 0.0 6.357 4E 70.411 188.770 55.801 to 120.0 0.0 70.411 0.0 TOR 101.52 0.0004 0.0 259.181 0.106 Vel = 1.03 TOR 0.0 6.357 2E 35.205 7.330 55.907 to 120.0 1B 12.573 88.013 3.175 BOR 101.52 0.0004 1S 40.235 95.343 0.038 Vel = 1.03 BOR 0.0 6.357 1 Zib 0.0 6.000 59.120 to 120.0 1 E 17.603 17.603 11.230 Fixed loss = 7.982 BKFL 101.52 0.0004 0.0 23.603 0.009 Vel = 1.03 BKFL 0.0 8.27 3E 85.404 300.000 70.359 to 140.0 0.0 85.404 0.0 HOSE 101.52 0.0001 0.0 385.404 0.033 Vel = 0.61 HOSE 100.00 8.27 2E 56.936 300.000 70.392 Qa = 100 to 140.0 0.0 56.936 0.0 UND 201.52 0.0003 0.0 356.936 0.108 Vel = 1.20 UND 0.0 12.34 1 E 42.195 600.000 70.500 to 140.0 0.0 42.195 -2.166 TEST 201.52 0.0 0.0 642.195 0.028 Vel = 0.54 0.0 201.52 68.362 K Factor= 24.37 203 23.87 1.101 1 T 9.563 5.470 23.183 K Factor @ node EQ03 to 150.0 1 E 3.825 13.387 0.0 106 23.87 0.0944 0.0 18.857 1.780 Vel = 8.04 106 0.0 1.101 0.0 11.250 24.963 to 150.0 0.0 0.0 0.0 A7 23.87 0.0943 0.0 11.250 1.061 Vel = 8.04 0.0 23.87 26.024 K Factor = 4.68 201 26.41 1.101 2E 7.65 1.830 28.126 K Factor @ node EQ01 to 150.0 0.0 7.650 0.0 101 26.41 0.1138 0.0 9.480 1.079 Vel = 8.90 101 0.0 1.101 0.0 12.000 29.205 to 150.0 0.0 0.0 0.0 102 26.41 0.1138 0.0 12.000 1.366 Vel = 8.90 102 0.0 1.101 0.0 1.330 30.571 to 150.0 0.0 0.0 0.0 202 26.41 0.1135 0.0 1.330 0.151 Vel = 8.90 202 26.94 1.101 1T 9.563 4.050 30.722 K Factor @ node EQ02 to 150.0 0.0 9.562 0.0 At 53.35 0.4179 0.0 13.612 5.689 Vel = 17.98 Al 0.0 2.635 0.0 12.050 36.411 to 120.0 0.0 0.0 0.0 A2 53.35 0.0090 0.0 12.050 0.109 Vel = 3.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r ' Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 3rd Floor West Page 7 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe PvNotes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A2 0.0 2.635 1E 8.237 9.700 36.520 to 120.0 0.0 8.237 0.0 A3 53.35 0.0090 0.0 17.937 0.161 Vel = 3.14 0.0 53.35 36.681 K Factor= 8.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 FFAA& I . No I � Ft,.. _ _ - Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 3rd Floor West Building Fourth Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 3rd Floor East AREA 3.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 Superior Fire Protection, Inc. Brightview - 3rd Floor West Page 1 Date 02/02/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Fourth Floor System No. - 1 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 6 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height 9' OCCUPANCY - Senior Living S Y S T E M D E S I G N Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )l ( )2 (X)4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - N/A Gpm Additional Flow Added - 100 Gpm Elevation at Highest Outlet - 19'10Feet Note:Third floor east four head wet NFPA 13 residential calc. System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make Tyco Model LF -II Size 7/16 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 193.257 Psi Required 69.037 At Test Summary C -Factor Used: Overhead 150 Underground 140 W A T E R S P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 09/29/2011 Rated Cap. Cap. Time of Test - 10:25 AM @ Psi Elev. Static (Psi) - 84 Elev. Residual (Psi) - 71 Other Well Flow (Gpm) - 1320 Proof Flow Gpm Elevation - 0 Location: On Site Source of Information: Coughlin Environmental Services Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 w \ \ N0 /2 CL U 6 � > 0 U \\ /\ CL fn co L ( ƒ5 a) kCLCD /co \\\ -\ a/$/\/ . 2 7 ca . . )W E oe=e . =EI§c� . o �EEEEE E \ =cee= 37{c75 eU)C/) �U� \3\C)/\ E 3 k \ L) $ R< mz R O LL \ k \ 7R2 .. § .. . ems C) o 3@0 Oft 11 °-- §§ o o m =#22 \\\Ir S ^ /v\\ \\/§ 0\ 2 O � i E% E 2 9 q\ I I w w m 2= w # 0 q 3 o G /2 \ izcr E \ 20 f\/f\ \2 / Q o2 > c - f LL m/ o ° m» G) o@ E\ c /2 cz °f c g \�W 0 U)\ \ƒ\)c E cz 03 IO & / a R 5 c U) CD0 0 e £ c%Q ¥ m CZ - p& \czE/7k C) /LL cR \ $S cz s em &% \\�c\ /§ 25 m c,' 2 � 2 mG 6 cn \ 3: 2 °@ U) OD It =t2z §% ctoE/2= ®_ =>a 'o9/ c_(Ac eoem-- u c < 0 = C \may0 m \ . _ LO o2 %] \ \ \ : \L § / § / \ 'IT22 Gg 2 »w m o= 9w 9f n % a2 .�� m =Lojej E E 2 \ 2 o»@==m co \ ) / on/gym/ LL} ommmmco . 7 ) $ om§m_§ & & cm j�m§ ± o R e )/ % k 7 }\\]{ E £7 E o _ #0 2=2�LL Lf) /%_ƒ\± 0ƒ 2 � g 22�� C') ƒ�2n ±CL§±aj _£ �§ kp §§=§zk \} ) CD C5) LL / d 7\ mu/nej 0 _ §k=\ izcr E \ 20 f\/f\ g�cco : \2§°< > c - f LL o CD0 Z o co -0 co q) LL � U)nR2-/ �0 c /2 cz °f c g \�W 0 U)\ \ƒ\)c E cz 03 aI C & / a R 5 c U) CD0 0 e //\k\0 m CZ CD \czE/7k C) /LL c cC-E cz s em »770== \\�c\ /§ m c,' 2 � $ CZ ƒ 6 cn \ 3: U) S-0-0 =t2z ctoE/2= ®_ =>a n $ c_(Ac eoem-- u c < 0 = C \may0 m \ . _ ƒ/\§ \ƒk{LL \ \ \ : \L § / § / \ D aacE Z W o W ' Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - 3rd Floor West Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. DP01 18.83 4.9 21.65 na 22.8 0.1 228 7.0 EQ01 19.83 21.26 na DP02 18.83 4.9 7.04 na 13.0 0.1 130 7.0 EQ02 19.83 6.62 na DP03 18.83 4.9 22.03 na 23.0 0.1 230 7.0 E003 19.83 21.64 na 301 19.83 K = K @ EQ01 21.26 na 22.8 , B1 19.83 22.96 na B2 19.83 30.13 na B3 19.83 30.39 na B4 19.83 43.94 na FC3E 19.83 46.46 na TOS 19.83 51.83 na BOS 9.83 56.22 na A6 9.83 56.28 na TOR 9.83 56.37 na BOR 2.5 59.57 na BKFL -5.0 71.05 na HOSE -5.0 71.08 na 100.0 UND -5.0 71.18 na TEST 0.0 69.04 na 302 19.83 K = K @ EQ02 21.55 na 23.45 303 19.83 K = K @ EQ03 21.97 na 23.17 B5 19.83 23.71 na 304 19.83 K = K @ EQ02 22.25 na 23.83 The maximum velocity is 15.84 and it occurs in the pipe between nodes B5 and B3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - 3rd Floor West Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""`""` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 22.80 1.101 0.0 0.500 21.651 K Factor = 4.90 to 150.0 0.0 0.0 -0.433 E001 22.8 0.0860 0.0 0.500 0.043 Vel = 7.68 0.0 22.80 21.261 K Factor = 4.94 DP02 13.00 1.101 0.0 0.500 7.039 K Factor = 4.90 to 150.0 0.0 0.0 -0.433 EQ02 13.0 0.0300 0.0 0.500 0.015 Vel = 4.38 0.0 13.00 6.621 K Factor = 5.05 DP03 23.00 1.101 0.0 0.500 22.032 K Factor = 4.90 to 150.0 0.0 0.0 -0.433 EQ03 23.0 0.0880 0.0 0.500 0.044 Vel = 7.75 0.0 23.00 21.643 K Factor= 4.94 301 22.80 1.101 1 E 3.825 15.750 21.261 K Factor @ node EQ01 to 150.0 0.0 3.825 0.0 61 22.8 0.0867 0.0 19.575 1.697 Vel = 7.68 61 23.45 1.101 1 T 9.563 12.780 22.958 to 150.0 0.0 9.562 0.0 B2 46.25 0.3210 0.0 22.342 7.171 Vel = 15.59 B2 0.0 2.003 0.0 15.000 30.129 to 150.0 0.0 0.0 0.0 B3 46.25 0.0174 0.0 15.000 0.261 Vel = 4.71 B3 47.01 2.003 2E 12.965 199.730 30.390 to 150.0 0.0 12.965 0.0 B4 93.26 0.0637 0.0 212.695 13.547 Vel = 9.50 B4 0.0 2.003 2E 12.965 13.760 43.937 to 150.0 1 T 12.965 25.930 0.0 FC3E 93.26 0.0637 0.0 39.690 2.528 Vel = 9.50 FC3E 0.0 2.157 1 E 6.153 8.230 46.465 to 120.0 1 B 7.384 27.074 3.000 ' Fixed loss = 3 TOS 93.26 0.0671 1S 13.537 35.304 2.369 Vel = 8.19 1 Fsp 0.0 TOS 0.0 4.26 1 E 13.167 10.000 51.834 to 120.0 0.0 13.167 4.331 BOS 93.26 0.0024 0.0 23.167 0.056 Vel = 2.10 BOS 0.0 4.26 1 E 13.167 8.900 56.221 to 120.0 0.0 13.167 0.0 A6 93.26 0.0024 0.0 22.067 0.054 Vel = 2.10 A6 0.0 6.357 4E 70.411 188.770 56.275 to 120.0 0.0 70.411 0.0 TOR 93.26 0.0003 0.0 259.181 0.090 Vel = 0.94 TOR 0.0 6.357 2E 35.205 7.330 56.365 to 120.0 1 B 12.573 88.013 3.175 BOR 93.26 0.0003 1S 40.235 95.343 0.033 Vel = 0.94 BOR 0.0 6.357 1Zib 0.0 5.500 59.573 to 120.0 1 E 17.603 17.603 11.468 " Fixed loss = 8.22 BKFL 93.26 0.0003 0.0 23.103 0.008 Vel = 0.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 3rd Floor West Page 6 Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BKFL 0.0 8.27 3E 85.404 300.000 71.049 to 140.0 0.0 85.404 0.0 HOSE 93.26 0.0001 0.0 385.404 0.028 Vel = 0.56 HOSE 100.00 8.27 2E 56.936 300.000 71.077 Qa = 100 to 140.0 0.0 56.936 0.0 UND 193.26 0.0003 0.0 356.936 0.100 Vel = 1.15 UND 0.0 12.34 1 E 42.195 600.000 71.177 to 140.0 0.0 42.195 -2.166 TEST 193.26 0.0 0.0 642.195 0.026 Vel = 0.52 0.0 193.26 69.037 K Factor= 23.26 302 23.45 1.101 1T 9.563 2.000 21.553 K Factor @ node EQ02 to 150.0 1 E 3.825 13.387 0.0 B1 23.45 0.0913 0.0 15.387 1.405 Vel = 7.90 0.0 23.45 22.958 K Factor= 4.89 303 23.17 1.101 1 E 3.825 15.750 21.966 K Factor @ node EQ03 to 150.0 0.0 3.825 0.0 B5 23.17 0.0893 0.0 19.575 1.749 Vel = 7.81 B5 23.83 1.101 1 T 9.563 10.630 23.715 to 150.0 0.0 9.562 0.0 B3 47.0 0.3306 0.0 20.192 6.675 Vel = 15.84 0.0 47.00 30.390 K Factor = 8.53 304 23.83 1.101 1 T 9.563 2.180 22.250 K Factor @ node EQ02 to 150.0 1 E 3.825 13.387 0.0 B5 23.83 0.0941 0.0 15.567 1.465 Vel = 8.03 0.0 23.83 23.715 K Factor = 4.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 .. Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 3rd Floor Common Building Third Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 3rd Floor Common AREA 4.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Superior Fire Protection, Inc. Page 1 Brightview - 3rd Floor Common Date 02/02/2012 Hydraulic Design Information Sheet Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Third Floor System No. - 1 Contractor = Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 6 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 9' Occupancy - Senior Living S Y S T E M D E S I G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ( ) Figure Curve Made By Area of Sprinkler Operation - 900 System Type Density - 0.1 (X) Wet Area Per Sprinkler - 180 ( ) Dry Elevation at Highest Outlet - 19110 ( ) Deluge Hose Allowance - Inside - 0 ( ) Preaction Rack Sprinkler Allowance - N/A ( ) Other Hose Allowance - Outside - 100 Flow - Note Light hazard third floor common wet calc. Date Sprinkler/Nozzle Make Tyco Model TY -FRB Size 1/2 K -Factor 5.6 Temp.Rat.155 Calculation Flow Required - 277.409 Press Required - 68.761 At Test Summary C -Factor Used: 150 Overhead 140 Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 09/29/2011 Cap. - Time of Test - 10:25 AM Rated Cap.- Elev.- Static Press - 84 @ Press - Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow Elevation - 0 Location - On site. Source of Information - Coughlin Environmental Services, LLC Commodity Storage Ht. Storage Method: ( ) Single Row ( ) Double Row ( ) Mult. Row Class Area Solid Piled % ( ) Conven. Pallet ( ) Slave Pallet Flue Spacing Longitudinal Horizontal Barriers Provided: Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ST O N N O N O N ca c0 CL 0 C U 6 E C C O i O U i U O U a� o LL Q IL _ Q O M O 4- CZ a0) O m ODItr �� LO P': 00I-(0Or� r �r N T- N 7 cz fz cn^E O "'ON CLLd �0 c o O E E E E 0 00T c0 _ma)mNN cp wrn �w 1I I 1 CD r—N OM cu E N O O O T O O N V r Ln OR O r O < N Z T 2 O J U- O O O T O N O O O �F r M a0hr 7 N0 O EnO O (0 4.LL O-- mcz Q 7 O O_VM-0 O O T w n a)a)Q LL Q O CD M O 76— N �:UUU Y CDOCDOOO L2 't M N r O O O O O O O O O O m M ^W Ln M N r LL ir W 0 w D m w r - co O M O Q Z E cu t a c Of G N O cc rl- O O co O Q U) D Z E co .r- 0 O cr U C U a) T rn E 0 O i N 7 a E 0 U N r N _ or O t0 M N 0 N O N OLO OO N (') O N o o a 0) m co c>s CL 0 cD o o� eoo orN) nn N ri, LOO N N CD O O DIN LOO N to LO O N OD Lo LO T r t M (0 O V N O +- M M O N N N N N co 000 O C i a) i O O i m O U 3 a o cfl N C LL > '- •O .ITN ��.L-+ N (� (0 r .- U) ftp 0 -0 CZ O a) O C U Q L CL j a 2To o CLL N (o u) LL T .- LL v-. Oo O "J Z O O O ' (0 fA'p .> cz -0 a) a a a) 0 7 LL a) CL oa�a)OC) Q -L) a) C:) m m*'� 700 ?� En U) 0 J 0 C U) p 0 co cis a) O co (O J 7— - N (1) i Q) ) .,,, L U Il LL Ca OL E (u (a co In N ON CD �'—,(S%* 3 -a ca L m U ca) Q) *' cC� Q '— Q _O Y • O N a (n v rn cn N c0 .a (D U tV 0 -O (� 0 (�C _flczE�_a)a) U U U) m Q 0 y U- N oriivMiL SLiZ)a C �QO a)(nEca czs C p _0 O O C -o C 3 0 t �cr-0 m c 0� F- a) O) ctf >, o �j 0 � � �, N W F- � (L) CZ 0 N cz = E cc O fn 0 O a 0 i CO) > co > a) c 3 a) c=u E g zv o Qo-o � (n a) m U 0 0 tU (n 0 Cc LL �_ a L a) U -a w 0 M m pEL L DO0) -r C) .-. NL C j j w O -O d M c0 (.,) CO CO r T o 0 +--� N C_ m 0) of CIS (n l a) ('') m N QQ�QQ c L ca N +. c J C Q O aE LL, a E C co as 3aas LL LL O U- LL E ch c -C = tea) U) a) O LO a) 0) Z Z Z LL Z Z C E 7 C N C C O a) N a O U J (� .N N -C cn LL (0 N E cz Q- En .� E 0 ccn o 0) a) N Q 60 O_� U LL Cn m LL Q co W LL (n h- N D J LL d O Z W o U co 0 rl- O O co O Q U) D Z E co .r- 0 O cr U C U a) T rn E 0 O i N 7 a E 0 U Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - 3rd Floor Common Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Art. ..I AM ... I .. DP01 18.83 5.6 15.15 na 21.8 0.1 218 7.0 EQ01 19.83 14.8 na DP02 18.83 5.6 9.0 na 16.8 0.1 168 7.0 EQ02 19.83 8.62 na DP03 18.83 5.6 7.0 na 14.82 0.1 109 7.0 EQ03 19.83 6.61 na DP04 18.83 5.6 9.0 na 16.8 0.1 168 7.0 EQ04 19.83 9.09 na DP05 18.83 5.6 10.22 na 17.9 0.1 179 7.0 EQ05 19.83 9.84 na DP06 18.83 5.6 10.22 na 17.9 0.1 179 7.0 E006 19.83 10.37 na DP07 18.83 5.6 9.0 na 16.8 0.1 168 7.0 E007 19.83 9.09 na DP08 18.83 5.6 10.1 na 17.8 0.1 178 7.0 EQ08 19.83 10.25 na 401 19.83 K = K @ EQ01 14.8 na 21.8 C1 19.83 16.33 na C2 19.83 17.92 na C5 19.83 18.01 na C6 19.83 19.29 na B4 19.83 33.96 na FC3E 19.83 42.26 na TOS 19.83 53.05 na BOS 9.83 57.56 na A6 9.83 57.74 na TOR 9.83 58.04 na BOR 2.5 61.32 na BKFL -5.0 70.59 na HOSE -5.0 70.68 na 100.0 UND -5.0 70.88 na TEST 0.0 68.76 na 403 19.83 K = K @ E003 8.71 na 17.01 C3 19.83 9.76 na 404 19.83 K = K @ E004 11.06 na 18.53 C4 19.83 11.38 na 406 19.83 K = K @ EQ06 13.52 na 20.44 402 19.83 K = K @ EQ02 9.29 na 17.45 405 19.83 K = K @ EQ05 10.06 na 18.1 407 19.83 K = K @ EQ02 12.74 na 20.43 408 19.83 K = K @ E007 13.86 na 20.75 409 19.83 K = K @ EQ08 16.97 na 22.9 The maximum velocity is 19.24 and it occurs in the pipe between nodes 406 and C5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r . Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - 3rd Floor Common Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""*"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 21.80 1.101 0.0 1.000 15.154 K Factor = 5.60 to 150.0 0.0 0.0 -0.433 EQ01 21.8 0.0800 0.0 1.000 0.080 Vel = 7.35 0.0 21.80 14.801 K Factor = 5.67 DP02 16.80 1.101 0.0 1.000 9.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.433 EQ02 16.8 0.0490 0.0 1.000 0.049 Vel = 5.66 0.0 16.80 8.616 K Factor= 5.72 DP03 14.82 1.101 0.0 1.000 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.433 EQ03 14.82 0.0390 0.0 1.000 0.039 Vel = 4.99 0.0 14.82 6.606 K Factor = 5.77 DP04 16.80 1.101 1T 9.563 1.000 9.000 K Factor = 5.60 to 150.0 0.0 9.562 -0.433 EQ04 16.8 0.0492 0.0 10.562 0.520 Vel = 5.66 0.0 16.80 9.087 K Factor= 5.57 DP05 17.90 1.101 0.0 1.000 10.217 K Factor = 5.60 to 150.0 0.0 0.0 -0.433 EQ05 17.9 0.0550 0.0 1.000 0.055 Vel = 6.03 0.0 17.90 9.839 K Factor = 5.71 DP06 17.90 1.101 1 T 9.563 1.000 10.217 K Factor = 5.60 to 150.0 0.0 9.562 -0.433 EQ06 17.9 0.0554 0.0 10.562 0.585 Vel = 6.03 0.0 17.90 10.369 K Factor = 5.56 DP07 16.80 1.101 1 T 9.563 1.000 9.000 K Factor = 5.60 to 150.0 0.0 9.562 -0.433 EQ07 16.8 0.0492 0.0 10.562 0.520 Vel = 5.66 0.0 16.80 9.087 K Factor= 5.57 DP08 17.80 1.101 1T 9.563 1.000 10.103 K Factor = 5.60 to 150.0 0.0 9.562 -0.433 E008 17.8 0.0549 0.0 10.562 0.580 Vel = 6.00 0.0 17.80 10.250 K Factor = 5.56 401 21.80 1.101 2E 7.65 11.570 14.801 K Factor @ node EQ01 to 150.0 0.0 7.650 0.0 C1 21.8 0.0798 0.0 19.220 1.534 Vel = 7.35 C1 0.0 1.101 1T 9.563 10.320 16.335 to 150.0 0.0 9.562 0.0 C2 21.8 0.0798 0.0 19.882 1.586 Vel = 7.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. 0.0 4.26 1 E 13.167 10.000 Page 6 Brightview - 3rd Floor Common 120.0 0.0 13.167 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt 23.167 Ref. "C" or 0.0 Ftng's Pe Pv "`*'*'* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13.167 0.0 A6 177.41 0.0080 0.0 22.067 C2 0.0 2.003 A6 0.0 19.610 17.921 188.770 to 150.0 to 0.0 0.0 0.0 70.411 C5 21.8 0.0043 TOR 0.0 19.610 0.085 Vel = 2.22 C5 91.53 2.003 70.591 0.0 14.000 18.006 140.0 to 150.0 0.0 0.0 0.0 0.0 HOSE C6 113.33 0.0914 0.0002 0.0 14.000 1.279 Vel = 11.54 C6 64:08 2.003 1E 6.482 63.610 19.285 56.936 to 150.0 70.682 0.0 6.482 0.0 140.0 B4 177.41 0.2093 0.0 0.0 70.092 14.671 Vel = 18.06 B4 0.0 2.003 2E 12.965 13.760 33.956 0.195 to 150.0 1T 12.965 25.930 0.0 42.195 FC3E 177.41 0.2093 70.877 0.0 39.690 8.308 Vel = 18.06 FC3E 0.0 2.157 1E 6.153 8.230 42.264 to 120.0 1B 7.384 27.074 3.000 * Fixed loss = 3 TOS 177.41 0.2205 1S 13.537 35.304 7.784 Vel = 15.58 1 Fsp 0.0 TOS 0.0 4.26 1 E 13.167 10.000 53.048 to 120.0 0.0 13.167 4.331 BOS 177.41 0.0080 0.0 23.167 0.186 Vel = 3.99 BOS 0.0 4.26 1 E 13.167 8.900 57.565 to 0.0 120.0 0.0 13.167 0.0 A6 177.41 0.0080 0.0 22.067 0.177 Vel = 3.99 A6 0.0 6.357 4E 70.411 188.770 57.742 to 120.0 0.0 70.411 0.0 TOR 177.41 0.0011 0.0 259.181 0.296 Vel = 1.79 TOR 0.0 6.357 2E 35.205 7.330 58.038 to 120.0 1 B 12.573 88.013 3.175 BOR 177.41 0.0011 IIS 40.235 95.343 0.108 Vel = 1.79 BOR 0.0 6.357 1 E 17.603 5.500 61.321 to 120.0 1 Zib 0.0 17.603 9.243 * Fixed loss = 5.995 BKFL 177.41 0.0012 0.0 23.103 0.027 Vel = 1.79 BKFL 0.0 8.27 3E 85.404 300.000 70.591 to 140.0 0.0 85.404 0.0 HOSE 177.41 0.0002 0.0 385.404 0.091 Vel = 1.06 HOSE 100.00 8.27 2E 56.936 300.000 70.682 Oa = 100 to 140.0 0.0 56.936 0.0 UND 277.41 0.0005 0.0 356.936 0.195 Vel = 1.66 UND 0.0 12.34 1 E 42.195 600.000 70.877 to 140.0 0.0 42.195 -2.166 TEST 277.41 0.0001 0.0 642.195 0.050 Vel = 0.74 0.0 277.41 68.761 K Factor= 33.45 403 17.01 1.101 1T 9.563 7.550 8.708 K Factor @ node EQ03 to 150.0 1 E 3.825 13.387 0.0 C3 17.01 0.0504 0.0 20.937 1.056 Vel = 5.73 C3 17.45 1.101 0.0 6.940 9.764 to 150.0 0.0 0.0 0.0 404 34.46 0.1862 0.0 6.940 1.292 Vel = 11.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 7 Brightview - 3rd Floor Common Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **'***' Notes*'*** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 404 18.53 1.394 0.0 2.500 11.056 K Factor @ node E004 to 150.0 0.0 0.0 0.0 C4 52.99 0.1308 0.0 2.500 0.327 Vel = 11.14 C4 18.10 1.394 0.0 9.500 11.383 to 150.0 0.0 0.0 0.0 406 71.09 0.2252 0.0 9.500 2.139 Vel = 14.94 406 20:44 1.394 1T 9.523 2.950 13.522 K Factor @ node EQ06 to 150.0 0.0 9.523 0.0 C5 91.53 0.3595 0.0 12.473 4.484 Vel = 19.24 0.0 91.53 18.006 K Factor= 21.57 402 17.45 1.101 1 E 3.825 5.060 9.294 K Factor @ node EQ02 to 150.0 0.0 3.825 0.0 C3 17.45 0.0529 0.0 8.885 0.470 Vel = 5.88 0.0 17.45 9.764 K Factor= 5.58 405 18.10 1.101 1T 9.563 10.010 10.059 K Factor @ node EQ05 to 150.0 1 E 3.825 13.387 0.0 C4 18.1 0.0566 0.0 23.397 1.324 Vel = 6.10 0.0 18.10 11.383 K Factor= 5.36 407 20.43 1.101 1 E 3.825 12.000 12.741 K Factor @ node EQ02 to 150.0 0.0 3.825 0.0 408 20.43 0.0708 0.0 15.825 1.120 Vel = 6.88 408 20.75 1.101 0.0 12.000 13.861 K Factor @ node EQ07 to 150.0 0.0 0.0 0.0 409 41.18 0.2588 0.0 12.000 3.106 Vel = 13.88 409 22.90 1.394 1 T 9.523 2.950 16.967 K Factor @ node EQ08 to 150.0 0.0 9.523 0.0 C6 64.08 0.1858 0.0 12.473 2.318 Vel = 13.47 0.0 64.08 19.285 K Factor= 14.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ - - Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 4th Floor East Building Fourth Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 4th Floor West AREA 5.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 V Superior Fire Protection, Inc. Page 1 Brightview - 4th Floor East Date 02/02/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - Brightview Senior Living Location - 1275 Route 114 / Salem Turnpike B 'ld' F Date - 02/14/2012 ui ing - ourth Floor System No. - 1 Contractor =' Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 9 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 9' OCCUPANCY - Senior Living S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number.of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 26 Gpm System Type Listed Pres. at Start Point - 21.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LF -II I Elevation at Highest Outlet - 28.5 Feet Size 1/2 K -Factor 5.6 G Note:Fourth floor west four head wet Temperature Rating 155 N NFPA 13 residential talc. Calculation Gpm Required 218.864 Psi Required 72.526 At Test Summary C -Factor Used: Overhead 150 Underground 140 W A T E R S P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 09/29/2011 Rated Cap. Cap. Time of Test - 10:25 AM @ Psi Elev. Static (Psi) - 84 Elev. Residual (Psi) - 71 Other Well Flow (Gpm) - 1320 Proof Flow Gpm Elevation - 0 Location: On Site Source of Information: Coughlin Environmental Services Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AT 0 N N O N N O a) ca cz d0 U_ ci c (D cz i O W o U 00) o° O LL Q. N O i i U) U- 2 CZ' -coM0) VJ rl- 00 O co O Q U) Z) 2 Z E co c c (D O ir marchTO 0— O co N r N O r r T cm C Lo Cli O — £. Oa"ON cLLil' No c O REEEEo) 0 cor (D a) (D.2 CU OyNOw2 W U) U) U) + 11 1C,) 1 a) C:—NN OC7 cz c000020fn 0 0 O O CO 0 0 N U T LO co O T O< N z r >_ 0 J W O O O T O O � T CY) O 00 r T CDU3 0 0)o co Nn i QO Cn�NN N -(/)22 LN O Q] 1 1 I O TNN �UUU In 0 ql- 0 CO o O N o r O O O O O O O O O O O U T T T T T T M W r- (.0 LO 'It M N T CL 2 W w w 0 2 W rl- 00 O co O Q U) Z) 2 Z E co c c (D O ir v , \ g < q _ I 2 E \ � k k cr / ¥ k £ � E % E \ E / q 4 o G )2 . § \ ?§ @ oG ra ° oQ §& " » 1* 00 %Q 3 oR <& 2 &% ES 2 » g GS 2f @m ~ m 2/ R@ L m9 %m 22 q\ % cooa2 2 m »w f2 )Co E LL > 2 \�0) q r- co I2 22E2Co . < Q-- o k�o/ (� i £�f m(0 Lo LL c (D o � 2 0 0 . 0 #t zt5 C=e m== *41)(D \± :\ 2 Q - o -mm=m »uo �o w f U)co to § S �t U) c E%o�mm cn/w w] 5= 7 522 t o e �� ' m- U) ± � 6§ /�/ƒ\§ omU)LO<2 &E cnczCa 0 0 2 # aI ee�%Co , o $k §/\ 2k0 $ om\r_\ 7\ 222\2� =2 � oe� 2 o -ƒink / LL \ I {-0EE( Co 00 R , �7-C=\2 2 .2t L 2�� CD 0 ƒ / n 3 7 o-2 2 _ ®_-C - E E W \_0 0 ) 2 3 �� %�§�j �7a) a) / 70 U) 16 j\\/k5 f _ °°2—§ c£W//a § 0) { a m « = n ƒ \ -j E < o 2( ƒ±jEE7 E n G-ee�- E ( %z zzEzz7 E _ = c/ ego==o .0 _ (D C: $e§=°a D c ± S � $-C_� LL m \ ƒ/ \ \�77 /\2E:G LL Ic E< a cu«neG 62E� 2J5)\} \ g < q _ I 2 E \ � k k cr / ¥ k £ � E % E \ E / V, v Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - 4th Floor East Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 503 28.5 5.6 26.45 na 28.8 0.1 288 7.0 D7 28.5 26.47 na D8 13.83 33.17 na D10 19.83 34.31 na D11 19.83 37.69 na FC4W 19.83 50.71 na TOS 19.83 55.39 na BOS 9.83 59.81 na A6 9.83 59.89 na TOR 9.83 60.03 na BOR 2.5 63.25 na BKFL -5.0 74.1 na HOSE -5.0 74.14 na 100.0 UND -5.0 74.26 na TEST 0.0 72.13' na 504 28.5 5.6 27.48 na 29.35 0.1 260 7.0 D9 28.5 27.5 na 502 28.5 5.6 25.1 na 28.06 0.1 240 7.0 D4 28.5 25.21 na D5 19.83 31.77 na D6 19.83 37.66 na 501 28.5 5.6 30.25 na 30.8 0.1 200 7.0 D1 28.5 30.27 na D2 19.83 36.5 na D12 19.83 36.68 na D3 19.83 37.51 na The maximum velocity is 12.22 and it occurs in the pipe between nodes D10 and D11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. 0.0 2.635 1 E 8.237 Page 5 Brightview - 4th Floor East 0.0 0.0 0.0 to to 120.0 Date 02/02/2012 Hyd. Qa Dia. Fitting 37.067 Pipe Pt Pt TOS Ref. "C" or IS Ftng's Pe Pv *'*'"*' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 Fsp 0.0 to 120.0 TOS 503 28.80 1.101 4.26 0.0 0.150 26.449 K Factor = 5.60 to 150.0 0.0 0.0 0.0 Vel = 1.18 D7 28.8 0.1333 13.167 0.0 0.150 0.020 Vel = 9.71 D7 0.0 1.101 IT 9.563 8.670 26.469 0.086 to 150.0 1E 3.825 13.387 3.755 1 E D8 28.8 0.1336 8.900 0.0 22.057 2.946 Vel = 9.71 D8 0.0 1.101 120.0 0.0 8.500 33.170 0.0 to 150.0 Qa = 100 0.0 0.0 0.0 D10 28.8 0.1336 22.067 0.0 8.500 1.136 Vel = 9.71 D10 29.35 1.394 IT 9.523 12.240 34.306 59.892 to 150.0 0.0 0.0 9.523 0.0 600.000 D11 58.15 0.1553 70.411 0.0 21.763 3.380 Vel = 12.22 D11 58.86 2.635 2E 16.474 305.270 37.686 to 120.0 IT 16.474 32.948 0.0 FC4W 117.01 0.0385 0.0 338.218 13.028 Vel = 6.88 FC4W 0.0 2.635 1 E 8.237 6.500 50.714 0.0 0.0 0.0 to to 120.0 120.0 1 B 9.61 37.067 3.000 * Fixed loss = 3 TOS 117.01 0.0385 IS 19.22 43.567 1.679 Vel = 6.88 6.357 1E 17.603 1 Fsp 0.0 to 120.0 TOS 0.0 4.26 1 E 13.167 10.000 55.393 0.0005 to 23.103 120.0 Vel = 1.18 0.0 13.167 4.331 3E 85.404 BOS 117.01 0.0037 to 0.0 23.167 0.086 Vel = 2.63 BOS 0.0 4.26 1 E 13.167 8.900 59.810 385.404 0.043 to HOSE 120.0 8.27 0.0 13.167 0.0 74.141 Qa = 100 A6 117.01 0.0037 0.0 22.067 0.082 Vel = 2.63 A6 0.0 6.357 4E 70.411 188.770 59.892 UND 0.0 to 1 E 120.0 600.000 0.0 70.411 0.0 140.0 TOR 117.01 0.0005 -2.166 0.0 259.181 0.136 Vel = 1.18 TOR 0.0 6.357 2E 35.205 7.330 60.028 0.0 0.0 0.0 to 0.0 0.150 0.021 Vel = 9.89 120.0 1B 12.573 88.013 3.175 BOR 117.01 0.0005 IS 40.235 95.343 0.051 Vel = 1.18 BOR 0.0 6.357 1E 17.603 5.500 63.254 to 120.0 1 Zib 0.0 17.603 10.833 * Fixed loss = 7.584 BKFL 117.01 0.0005 0.0 23.103 0.011 Vel = 1.18 BKFL 0.0 8.27 3E 85.404 300.000 74.098 to 140.0 0.0 85.404 0.0 HOSE 117.01 0.0001 0.0 385.404 0.043 Vel = 0.70 HOSE 100.00 8.27 2E 56.936 300.000 74.141 Qa = 100 to 140.0 0.0 56.936 0.0 UND 217.01 0.0003 0.0 356.936 0.123 Vel = 1.30 UND 0.0 12.34 1 E 42.195 600.000 74.264 to 140.0 0.0 42.195 -2.166 TEST 217.01 0.0 0.0 642.195 0.032 Vel = 0.58 0.0 217.01 72.130 K Factor= 25.55 504 29.35 1.101 0.0 0.150 27.478 K Factor = 5.60 to 150.0 0.0 0.0 0.0 D9 29.35 0.1400 0.0 0.150 0.021 Vel = 9.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams 150.0 0.0 0.0 0.0 Superior Fire Protection,_ Inc. 30.8 0.1533 0.0 0.150 0.023 Vel = 10.38 D1 Brightview - 4th Floor East 2E 7.65 8.670 30.275 to Page 6 0.0 7.650 3.755 D2 30.8 0.1512 Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt 9.523 Ref. "C" or 30.8 Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 29.220 37.512 to 120.0 0.0 D9 0.0 1.101 0.0 D6 30.8 0.0033 0.0 1T 9.563 8.670 27.499 to 150.0 1 E 3.825 13.387 3.755 D10 29.35 0.1384 0.0 22.057 3.052 Vel = 9.89 0.0 29.35 34.306 K Factor = 5.01 502 28.06 1.101 0.0 0.830 25.100 K Factor = 5.60 to 150.0 0.0 0.0 0.0 D4 28.06 0.1277 0.0 0.830 0.106 Vel = 9.46 D4 0.0 1.101 1 E 3.825 8.670 25.206 to 150.0 1 T 9.563 13.387 3.755 D5 28.06 0.1273 0.0 22.057 2.807 Vel = 9.46 D5 0.0 1.101 1 T 9.563 36.740 31.768 to 150.0 0.0 9.562 0.0 D6 28.06 0.1273 0.0 46.302 5.893 Vel = 9.46 D6 30.80 2.635 0.0 2.390 37.661 to 120.0 0.0 0.0 0.0 D11 58.86 0.0105 0.0 2.390 0.025 Vel = 3.46 0.0 58.86 37.686 K Factor = 9.59 t 501 30.80 1.101 0.0 0.150 30.252 K Factor = 5.60 0 150.0 0.0 0.0 0.0 D1 30.8 0.1533 0.0 0.150 0.023 Vel = 10.38 D1 0.0 1.101 2E 7.65 8.670 30.275 to 150.0 0.0 7.650 3.755 D2 30.8 0.1512 0.0 16.320 2.468 vni - in gu D2 0.0 1.394 0.0 3.840 36.498 to 150.0 0.0 0.0 0.0 D12 30.8 0.0479 0.0 3.840 0.184 Vel = 6.47 D12 0.0 1.394 1 T 9.523 7.780 36.682 to 150.0 0.0 9.523 0.0 D3 30.8 0.0480 0.0 17.303 0.830 Vel = 6.47 D3 0.0 2.635 2E 16.474 29.220 37.512 to 120.0 0.0 16.474 0.0 D6 30.8 0.0033 0.0 45.694 0.149 Vel = 1.81 0.0 30.80' 37.661 K Factor = 5.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r-� _ _ . Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 4th Floor East Building Fourth Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 4th Floor East AREA 6.wxf N tiF.'aA��9 so DOMENIC A °yam o Ci0liN0 �rn v FIRE PROTECTION Ito. 41630 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Superior Fire Protection, Inc. Brightview - 4th Floor East HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 02/02/2012 Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Fourth Floor System No. - 1 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 8 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height 9' OCCUPANCY - Senior Living S Y S T E M D E S I G N Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) ( )Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 16 Gpm Listed Pres. at Start Point - 14.5 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - N/A Gpm Additional Flow Added - 100 Gpm Elevation at Highest Outlet - 28.5 Feet Note:Fourth floor east four head wet NFPA 13 residential calc. System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make Tyco Model LF -II Size 7/16 K -Factor 4.2 Temperature Rating 155 Calculation Gpm Required 180.402 Psi Required 67.218 At Test Summary C -Factor Used: Overhead 150 Underground 140 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Rated Cap. Cap. T Time of Test - 10:25 AM @ Psi Elev. E Static (Psi) - 84 Elev. R Residual (Psi) - 71 Other Well Flow (Gpm) - 1320 Proof Flow Gpm S Elevation - 0 P Location: On Site P L Source of Information: Coughlin Environmental Services Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 ■ It / LOn 77m �$ \i%//\ e 2 ak-2 oe=e cEI%c7 S '.0EEEE0) 00CZ (L) EWUU» \//0/o\ E 0 E e \ v $ \\ . 4 O LL E 2 o \ OD .. § .. _ ems CD \ 0 . WnH >�6-§§ ±g2 2 o c Z3,= # @II g \ / \ \ / 9 \ \ \ 0 � R S / E / \ g < \ » 2 E f c 12 \ (r m & 0 /\ / §0 / \ 2�2 C:) r/ ° og mG �\ f ? % oa - of RQ 2 && g§ 2 2@ GG 00 22 >m /J 22 e LO =2 %G 22 Sg e a) 2 m o= co 9 Co 2 a co M w E S I%/ f\/7\ 2 m r- CDp g _ « o R\%2\ ¥ 0 \a \ CL /2 / 0 m .2 (Dr=- - LL o 20-Z %#ea® 2 ) { $2ƒƒ\\ °-/°°)/°2. c= EO7o U) ° g \y§§\/ 7 om�w�� §£ \�%a) 7 7 c e ' m- $_ m S % \ 9 M o _ o�\��) k� 2 \ \ \ / (D ) (k /\\=\t $ o m 0) a � g 2 e s®/�� = °% ' ± §�n§ c : / ƒ / / \ n 0 £= 2 aE o a) (n _ e& - sae \°°°C-0 D ! ; 2 2m _ / / Co \(•q/o e >-0 o ca £- q = �_0 9 m� - E E £ \ fm2)o 0 3: m U) �b�:2D« -0-0 / \/ 2U) ca z Zgfma)o o= _>) e� I= 22 -nn° ;° b m e�W=_o eonCZ - - E « , << ® << r m \ -j E c- E / � _ I' 2k ƒE/§Ek a = 7(= 7«S�yb m t ,z zzmzza § b= 7e »E§=°# \7 f . 3 m=2§ m\ §\° o=�L S E�RW k52E:G =� � ® OL _ « Co = 2 e o 2 = _ LL I Co E< =�2Eew 2 E ±� Z±S(0ef y Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Brightview - 4th Floor East Page 4 Date 02/02/2012 Node No. Elevation K -Fact Pt Actual Pn Flow Actual Density Area Press Reg 601 28.5 4.2 23.36 na 20.3 0.1 203 7.0 E1 28.5 23.37 na E2 19.83 28.27 na E5 19.83 29.31 na E6 19.83 33.91 na E7 19.83 34.13 na FC4E 19.83 44.65 na TOS 19.83 49.75 na BOS 9.83 54.12 na A6 9.83 54.16 na TOR 9.83 54.23 na BOR 2.5 57.43 na BKFL -5.0 69.25 na HOSE -5.0 69.27 na 100.0 UND -5.0 69.36 na TEST 0.0 67.22 na 602 28.5 4.2 23.14 na 20.2 0.1 140 7.0 E3 28.5 23.63 na E4 19.83 28.52 na 603 28.5 4.2 22.39 na 19.88 0.1 156 7.0 E8 28.5 22.4 na E9 19.83 27.26 na E11 19.83 28.0 na 604 28.5 4.2 22.73 na 20.02 0.1 123 7.0 E10 28.5 22.74 na The maximum velocity is 13.65 and it occurs in the pipe between nodes E5 and E6 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 4th Floor East Page 5 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 601 20.30 1.101 0.0 0.150 23.361 K Factor = 4.20 to 150.0 0.0 0.0 0.0 E1 20.3 0.0733 0.0 0.150 0.011 Vel = 6.84 E1 0.0 1.101 2E 7.65 8.670 23.372 to 150.0 0.0 7.650 3.755 E2 20.3 0.0699 0.0 16.320 1.141 Vel = 6.84 E2 0.0 1.101 1 E 3.825 11.050 28.268 to 150.0 0.0 3.825 0.0 E5 20.3 0.0699 0.0 14.875 1.040 Vel = 6.84 E5 20.20 1.101 1 T 9.563 8.750 29.308 to 150.0 0.0 9.562 0.0 E6 40.5 0.2510 0.0 18.312 4.597 Vel = 13.65 E6 0.0 2.003 0.0 16.840 33.905 to 150.0 0.0 0.0 0.0 E7 40.5 0.0137 0.0 16.840 0.230 Vel = 4.12 E7 39.90 2.003 2E 12.965 204.200 34.135 to 150.0 0.0 12.965 0.0 FC4E 80.4 0.0484 0.0 217.165 10.512 Vel = 8.19 FC4E 0.0 2.157 2E 12.307 8.000 44.647 to 120.0 1 B 7.384 33.228 3.000 * Fixed loss = 3 TOS 80.4 0.0510 1 Fsp 0.0 41.228 2.103 Vel = 7.06 1S 13.537 TOS 0.0 4.26 1 E 13.167 10.000 49.750 to 120.0 0.0 13.167 4.331 BOS 80.4 0.0019 0.0 23.167 0.043 Vel = 1.81 BOS 0.0 4.26 1 E 13.167 8.900 54.124 to 120.0 0.0 13.167 0.0 A6 80.4 0.0019 0.0 22.067 0.041 Vel = 1.81 A6 0.0 6.357 4E 70.411 188.770 54.165 to 120.0 0.0 70.411 0.0 TOR 80.4 0.0003 0.0 259.181 0.068 Vel = 0.81 TOR 0.0 6.357 2E 35.205 7.330 54.233 to 120.0 1 B 12.573 88.013 3.175 BOR 80.4 0.0003 IIS 40.235 95.343 0.025 Vel = 0.81 BOR 0.0 6.357 1 Zib 0.0 5.500 57.433 to 120.0 1 E 17.603 17.603 11.813 ' Fixed loss = 8.564 BKFL 80.4 0.0003 0.0 23.103 0.006 Vel = 0.81 BKFL 0.0 8.27 3E 85.404 300.000 69.252 to 140.0 0.0 85.404 0.0 HOSE 80.4 0.0001 0.0 385.404 0.021 Vel = 0.48 HOSE 100.00 8.27 2E 56.936 300.000 69.273 Qa = 100 to 140.0 0.0 56.936 0.0 UND 180.4 0.0002 0.0 356.936 0.088 Vel = 1.08 UND 0.0 12.34 1 E 42.195 600.000 69.361 to 140.0 0.0 42.195 -2.166 TEST 180.4 0.0 0.0 642.195 0.023 Vel = 0.48 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Y Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 4th Floor East Page 6 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ''`*' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 180.40 67.218 K Factor= 22.00 602 20.20 1.101 1 E 3.825 3.250 23.140 K Factor = 4.20 to 150.0 0.0 3.825 0.0 E3 20.2 0.0694 0.0 7.075 0.491 Vel = 6.81 E3 0.0 1.101 2E 7.65 8.670 23.631 to 150.0 0.0 7.650 3.755 E4 20.2 0.0693 0.0 16.320 1.131 Vel = 6.81 E4 0.0 1.101 1 T 9.563 1.850 28.517 to 150.0 0.0 9.562 0.0 E5 20.2 0.0693 0.0 11.412 0.791 Vel = 6.81 0.0 20.20 29.308 K Factor = 3.73 603 19.88 1.101 0.0 0.150 22.394 K Factor = 4.20 to 150.0 0.0 0.0 0.0 E8 19.88 0.0667 0.0 0.150 0.010 Vel = 6.70 E8 0.0 1.101 2E 7.65 8.670 22.404 to 150.0 0.0 7.650 3.755 E9 19.88 0.0673 0.0 16.320 1.098 Vel = 6.70 E9 0.0 1.101 0.0 11.000 27.257 to 150.0 0.0 0.0 0.0 E11 19.88 0.0673 0.0 11.000 0.740 Vel = 6.70 E11 20.02 1.101 1T 9.563 15.580 27.997 to 150.0 0.0 9.562 0.0 E7 39.9 0.2441 0.0 25.142 6.138 Vel = 13.45 0.0 39.90 34.135 K Factor = 6.83 604 20.02 1.101 0.0 0.150 22.728 K Factor = 4.20 to 150.0 0.0 0.0 0.0 E10 20.02 0.0667 0.0 0.150 0.010 Vel = 6.75 E10 0.0 1.101 1 T 9.563 8.670 22.738 to 150.0 1 E 3.825 13.387 3.755 E11 20.02 0.0682 0.0 22.057 1.504 Vel = 6.75 0.0 20.02 27.997 K Factor = 3.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - 4th Floor Common Building Fourth Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 4th Floor Common AREA 7.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 jµ OFf4s 0 ENIC A g CIOLINO 0 FIRE PROTECTION No. 41630 .,r Superior Fire Protection, Inc. Page 1 Brightview - 4th Floor Common Date 02/02/2012 Hydraulic Design Information Sheet Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Fourth Floor System No. - 1 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 9 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height - 9' Occupancy - Senior Living S Y S T E M D E S I G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ( ) Figure Curve Made By Date Area of Sprinkler Operation - 900 System Type Sprinkler/Nozzle Density - 0.1 (X) Wet Make Tyco Area Per Sprinkler - 180 ( ) Dry Model TY -FRB Elevation at Highest Outlet - 2816 ( ) Deluge Size 1/2 Hose Allowance - Inside - 0 ( ) Preaction K -Factor 5.6 Rack Sprinkler Allowance - N/A ( ) Other Temp.Rat.155 Hose Allowance - Outside - 100 U Note Light hazard fourth floor common wet calc. Calculation Flow Required - 261.713 Press Required - 57.297 At Test Summary C -Factor Used: 150 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Cap. - T Time of Test - 10:25 AM Rated Cap.- Elev.- E Static Press - 84 @ Press - R Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow S Elevation - 0 U P Location - On site. P L Source of Information - Coughlin Environmental Services, LLC Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M S R T A 0 C R K A G E ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Enca ( ) Double Row ( ) Slave Pallet P ( ) Mult. Row ( ) Solid Shelf ( ) Non ( ) Open Shelf rlue apacing Longitudinal Horizontal Barriers Provided: Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AW 0 N N O N N O O N cd c0 aO c O U_ 6 E E i O U O O LL a a Q a� LL 3 o -(D (>� O_ O (n in Mrf� MN - N O M '0- (p -(D o (O lnrN(V r O -0 c U) m 3N^E 0"0-00 cLLa c0 c o °EEEE� 0 76ONON 00 >in v�0in� W 0 U) ` U) T � N crNN OM (N� cd0002O(n E O O O O O O N r U LO cq 0- TO 0 N Z T 2 O J U- C, O O O O 0 �T(N7 M 00 r- i a) (n � (D o 0 n n 7 `° E? -- >f- m co WWoaa) �cnao� 0 CD ct5 r N N N �UUU U7 'ITM N O O O O O Cl O O 0 O O U T r r r r r M M N W In V M N r rl co O co O Q co 2 Z E m t c 5 O Er \ 0 ƒ _ 3 2 E f 2 k k � \ / � � E % / J E / a K ow \2 \ \ & 02 ?k n/ o ° og m& ƒ/ » o$ 2Q / oR 4Q 2 G% GS 2 &@ GG m 22 tm 0 2/ RR LO �2 %m 22 Q@ . / cc e% E (� �� Cl) 9w 92 . 16cz E_ ELL\ 7 \ f\/f$ 2 we I2 §§C\\ CTJ ¥ S k CL f i 2/} o > LL m (D Lo o m o� 2 \ \ 5 (n>CZ2c � ® ° ° \/ \\2) . o�gccco uee mo \ \ f a § e 0 �C�2L7 2 2 0&_» 0 ocm ' c- m ƒ ƒ 3% \$�$Ec cm�rr/ a)/ am cn$£\// aSRs�� 0 o G 2 'n a) - ® C: 2E c= 2§22716 omIm CzL) E E 0)oma�czER®G /tenƒ =e e 'o�03� 2 c - / ƒ q � IM 7 \ \/§ \k�0�-0 _ ! » 7 § � D CO o � 5® =o \ ƒ 2 % \E k\i\§ \%\ E E° /2/®® 0 )$§ E 2\\±mak &o=gym£ = to ® m a m 70 o0 \± dk=\kk CD C: 2 \a�2/a o = I� Q*2n2 ;�� ± $ $ n f t m « m « , ® £ � £ -j E < o LL CU �\ \(}\\\ [ ��/ E\S�/o \ / \:s LL .2 ƒ b= / §o=y± : — \: =b /] ƒ = 2Ft) mm E« a = =uiZmeG = a2EE 6cr kwSG\/ \ 0 ƒ _ 3 2 E f 2 k k � \ / � � E % / J E / Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Brightview - 4th Floor Common Page 4 Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req 705 28.5 5.6 10.33 na 18.0 0.1 180 7.0 F13 28.5 10.34 na F14 19.83 15.33 na F15 19.83 15.67 na F17 19.83 15.94 na F19 19.83 17.81 na F7 19.83 24.99 na F8 19.83 25.33 na FC4W 19.83 35.3 na TOS 19.83 41.35 na BOS 9.83 45.84 na A6 9.83 45.99 na TOR 9.83 46.24 na BOR 2.5 49.5 na BKFL -5.0 59.17 na HOSE -5.0 59.24 na 100.0 UND -5.0 59.42 na TEST 0.0 57.3 na 706 28.5 5.6 10.88 na 18.47 0.1 102 7.0 F16 28.5 10.89 na 708 28.5 5.6 12.56 na 19.84 0.1 102 7.0 F18 28.5 12.57 na 701 28.5 5.6 12.4 na 19.72 0.1 141 7.0 F1 28.5 12.42 na F2 19.83 17.25 na F4 19.83 17.95 na F5 19.83 24.56 na F6 19.83 24.61 na 702 28.5 5.6 12.68 na 19.94 0.1 99 7.0 F3 28.5 12.7 na 703 28.5 5.6 13.59 na 20.64 0.1 80 7.0 F9 28.5 13.6 na F10 19.83 18.95 na F12 19.83 19.9 na 704 28.5 5.6 14.45 na 21.29 0.1 103 7.0 F11 28.5 14.46 na 710 28.5 5.6 18.07 na 23.8 0.1 196 7.0 F20 28.5 18.09 na F21 19.83 23.92 na The maximum velocity is 18.98 and it occurs in the pipe between nodes F19 and F7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 o Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - 4th Floor Common Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 705 18.00 1.101 0.0 0.230 10.332 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F13 18.0 0.0522 0.0 0.230 0.012 Vel = 6.07 F13 0.0 1.101 1T 9.563 8.670 10.344 to 150.0 1 E 3.825 13.387 3.755 F14 18.0 0.0560 0.0 22.057 1.235 Vel = 6.07 F14 0.0 1.101 0.0 6.000 15.334 to 150.0 0.0 0.0 0.0 F15 18.0 0.0560 0.0 6.000 0.336 Vel = 6.07 F15 0.0 1.101 0.0 4.890 15.670 to 150.0 0.0 0.0 0.0 F17 18.0 0.0560 0.0 4.890 0.274 Vel = 6.07 F17 18.47 1.101 0.0 9.000 15.944 to 150.0 0.0 0.0 0.0 F19 36.47 0.2068 0.0 9.000 1.861 Vel = 12.29 F19 19.84 1.101 1 T 9.563 5.990 17.805 to 150.0 0.0 9.562 0.0 F7 56.31 0.4619 0.0 15.552 7.183 Vel = 18.98 F7 81.60 2.635 0.0 6.460 24.988 to 120.0 0.0 0.0 0.0 F8 137.91 0.0522 0.0 6.460 0.337 Vel = 8.11 F8 23.80 2.635 1T 16.474 117.570 25.325 to 120.0 1 E 8.237 24.711 0.0 FC4W 161.71 0.0701 0.0 142.281 9.972 Vel = 9.51 FC4W 0.0 2.635 1E 8.237 6.500 35.297 to 120.0 18 9.61 37.067 3.000 * Fixed loss = 3 TOS 161.71 0.0701 1S 19.22 43.567 3.054 Vel = 9.51 1 Fsp 0.0 TOS 0.0 4.26 1 E 13.167 10.000 41.351 to 120.0 0.0 13.167 4.331 BOS 161.71 0.0067 0.0 23.167 0.156 Vel = 3.64 BOS 0.0 4.26 1 E 13.167 8.900 45.838 to 120.0 0.0 13.167 0.0 A6 161.71 0.0068 0.0 22.067 0.149 Vel = 3.64 A6 0.0 6.357 4E 70.411 188.770 45.987 to 120.0 0.0 70.411 0.0 TOR 161.71 0.0010 0.0 259.181 0.249 Vel = 1.63 TOR 0.0 6.357 2E 35.205 7.330 46.236 to 120.0 1 B 12.573 88.013 3.175 BOR 161.71 0.0010 1S 40.235 95.343 0.092 Vel = 1.63 BOR 0.0 6.357 1 E 17.603 5.500 49.503 to 120.0 1Zib 0.0 17.603 9.641 Fixed loss = 6.392 BKFL 161.71 0.0010 0.0 23.103 0.022 Vel = 1.63 BKFL 0.0 8.27 3E 85.404 300.000 59.166 to 140.0 0.0 85.404 0.0 HOSE 161.71 0.0002 0.0 385.404 0.077 Vel = 0.97 HOSE 100.00 8.27 2E 56.936 300.000 59.243 Qa = 100 to 140.0 0.0 56.936 0.0 UND 261.71 0.0005 0.0 356.936 0.175 Vel = 1.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - 4th Floor Common Page 6 Date 02/02/2012 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UND 0.0 12.34 1 E 42.195 600.000 59.418 to 140.0 0.0 42.195 -2.166 TEST 261.71 0.0001 0.0 642.195 0.045 Vel = 0.70 0.0 261.71 57.297 K Factor= 34.57 706 18.47 1.101 0.0 0.230 10.880 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F16 18.47 0.0609 0.0 0.230 0.014 Vel = 6.22 F16 0.0 1.101 1 T 9.563 8.670 10.894 to 150.0 1 E 3.825 13.387 3.755 F17 18.47 0.0587 0.0 22.057 1.295 Vel = 6.22 0.0 18.47 15.944 K Factor= 4.63 708 19.84 1.101 0.0 0.230 12.556 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F18 19.84 0.0652 0.0 0.230 0.015 Vel = 6.69 F18 0.0 1.101 1 T 9.563 8.670 12.571 to 150.0 1 E 3.825 13.387 3.755 F19 19.84 0.0671 0.0 22.057 1.479 Vel = 6.69 0.0 19.84 17.805 K Factor= 4.70 701 19.72 1.101 0.0 0.250 12.400 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F1 19.72 0.0680 0.0 0.250 0.017 Vel = 6.65 F1 0.0 1.101 2E 7.65 8.670 12.417 to 150.0 0.0 7.650 3.755 F2 19.72 0.0663 0.0 16.320 1.082 Vel = 6.65 F2 0.0 1.101 0.0 10.500 17.254 to 150.0 0.0 0.0 0.0 F4 19.72 0.0663 0.0 10.500 0.696 Vel = 6.65 F4 19.94 1.101 1 T 9.563 17.790 17.950 to 150.0 0.0 9.562 0.0 F5 39.66 0.2415 0.0 27.352 6.605 Vel = 13.36 F5 0.0 2.635 0.0 9.830 24.555 to 120.0 0.0 0.0 0.0 F6 39.66 0.0052 0.0 9.830 0.051 Vel = 2.33 F6 41.94 2.635 1 E 8.237 11.060 24.606 to 120.0 0.0 8.237 0.0 F7 81.6 0.0198 0.0 19.297 0.382 Vel = 4.80 0.0 81.60 24.988 K Factor= 16.32 702 19.94 1.101 0.0 0.250 12.685 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F3 19.94 0.0680 0.0 0.250 0.017 Vel = 6.72 F3 0.0 1.101 1 T 9.563 8.670 12.702 to 150.0 1 E 3.825 13.387 3.755 F4 19.94 0.0677 0.0 22.057 1.493 Vel = 6.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 7 Brightview - 4th Floor Common Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 19.94 17.950 K Factor= 4.71 703 20.64 1.101 0.0 0.150 13.590 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F9 20.64 0.0733 0.0 0.150 0.011 Vel = 6.96 F9 0.0 1.101 1E 3.825 8.670 13.601 to 150.0 1T 9.563 13.387 3.755 F10 20.64 0.0721 0.0 22.057 1.591 Vel = 6.96 F10 0.0 1.101 1 E 3.825 9.390 18.947 to 150.0 0.0 3.825 0.0 F12 20.64 0.0722 0.0 13.215 0.954 Vel = 6.96 F12 21.29 1.101 1T 9.563 8.020 19.901 to 150.0 0.0 9.562 0.0 F6 41.93 0.2676 0.0 17.582 4.705 Vel = 14.13 0.0 41.93 24.606 K Factor= 8.45 704 21.29 1.101 0.0 0.150 14.450 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F11 21.29 0.0733 0.0 0.150 0.011 Vel = 7.17 F11 0.0 1.101 1T 9.563 8.670 14.461 to 150.0 1 E 3.825 13.387 3.755 F12 21.29 0.0764 0.0 22.057 1.685 Vel = 7.17 0.0 21.29 19.901 K Factor = 4.77 710 23.80 1.101 0.0 0.250 18.066 K Factor = 5.60 to 150.0 0.0 0.0 0.0 F20 23.8 0.0960 0.0 0.250 0.024 Vel = 8.02 F20 0.0 1.101 1 T 9.563 8.670 18.090 to 150.0 1 E 3.825 13.387 3.755 F21 23.8 0.0938 0.0 22.057 2.070 Vel = 8.02 F21 0.0 1.101 1 E 3.825 1.630 23.915 to 150.0 1 T 9.563 13.387 0.0 F8 23.8 0.0939 0.0 15.017 1.410 Vel = 8.02 0.0 23.80 25.325 K Factor = 4.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - Second Floor Kitchen Building Second Floor Location 1275 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview 2nd Floor Kitchen AREA 8.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DOI�ENIC A q°sc CIOIINQ m FIRE PROTECTION .41 0 10 Superior Fire Protection, Inc. Page 1 Brightview - Second Floor Kitchen Date 02/02/2012 Hydraulic Design Information Sheet Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Second Floor System No. - 1 Contractor 2 Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 5 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 9' Occupancy - Senior Living S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 900 Density - 0.15 D Area Per Sprinkler - 120 E Elevation at Highest Outlet - 9110 S Hose Allowance - Inside - 0 I Rack Sprinkler Allowance - N/A G Hose Allowance - Outside - 250 N System Type Sprinkler/Nozzle (X) Wet Make Tyco ( ) Dry Model RF -II ( ) Deluge Size 1/2 ( ) Preaction K -Factor 5.6 ( ) Other Temp.Rat.155 Note Ordinary hazard group I first floor kitchen wet calc. Calculation Flow Required - 494.688 Press Required - 72.579 At Test Summary C -Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Cap. - T Time of Test - 10:25 AM Rated Cap.- Elev.- E Static Press - 84 @ Press - R Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow S Elevation - 0 U P Location - On site. P L Source of Information - Coughlin Environmental Services, LLC Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M S R T A 0 C R K A G E ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) ( Enca ) Double Row ( ) Slave Pallet Solid Shelf Non ( ) ( ) ( ) Mult. Row ( ) Open Shelf rtue Spacing Longitudinal Horizontal Barriers Provided: Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 2@ ¥I� LO mc@ go C\J%/ƒƒ7 . . ` @ � §\—E �Ea7\c o �EEEE' 2 #Q)m(Do@ >'C c m$mCDf » \\\qo mcccicm E 3 k \ v . $ S_ < q2 � O LL R 2 o E C\j 00 00 .. § .. \ E)� (Dco\ $ §§ ƒg9 3 CM E �f ƒ ƒ I S ^ /0// / / \ \ / \ S\E/\R\/\ I± m m= w w. L \ < m _ 3 2 E / _ k 0 & 4 oG /§ \ / q o2 f§ mq ° gGo§ - a) - co `$ » o\Q / oR 4& 2 &% GS 2� Q g S c 23 Lo LO I*- co a/ RR LO m2 kg 22 g§ \ oc 22 [ §0 Cl) aw fe rLL 0 �- d/ /f_\ \ wo /2 q3E= \ . ° )§°< /�oK > ?rfƒ � or��E o 00-2 § E %��az" Cl) ® _ _ _>m=(1) a)(1)=Eme o"§mom§ _ $\ Eo « o \ _# ® to 2c -C on)w�-j 2 { . cm t e=m ƒ 2 % $ « P c om2LDLoa t\ = _ En\F2/f -C Co e o # 2 (n 0)-=m=t o =e 2 C cFzma�£ =3' �o z om\L«\ =/ �gm c = 0) c °°E k f %$@R /(n03$ 2 oU- #nL �LL _ a f -w =2:aE� co CO c c '6 .2! »= oc= \ ! \ - 0) $ ° (n° \ d � «S=j e $e-'/ 2 Co £R /kf/{ 22�(/% E 23 .-P FL ek£CD/ &\\22£ / k\}�\« 7e§/ \ / M�\\�) \ate//2 § �( a<m<<; 4 4 2 Ff°+) � a)= - o 2e CLa»�c& c E \ / e eEE _ o - m �R a) ok LL LL E c/ C: 7 x c- ) CO -c�� o)fes � /j a E a n \ §E/§ >C\j U) \��\ � @_ E< =u2meR = B u L I z w %m&2 Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - Second Floor Kitchen Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual _ Actual Q- DP01 8.83 5.6 11.21 na 18.75 0.15 125 7.0 EQ01 9.83 10.89 na DP02 8.83 5.6 7.17 na 15.0 0.15 100 7.0 EQ02 9.83 6.82 na DP03 8.83 5.6 7.0 na 14.82 0.15 90 7.0 EQ03 9.83 6.64 na DP04 8.83 5.6 7.0 na 14.82 0.15 92 7.0 EQ04 9.83 6.64 na DP05 8.83 5.6 7.0 na 14.82 0.15 80 7.0 E005 9.83 6.64 na DP06 8.83 5.6 7.0 na 14.82 0.15 71 7.0 EQ06 9.83 6.64 na DP07 8.83 5.6 23.25 na 27.0 0.15 180 7.0 EQ07 9.83 23.04 na 801 9.83 K = K @ EQ01 10.89 na 18.75 G1 9.83 12.73 na G2 9.83 17.08 na G3 9.83 19.46 na G4 9.83 27.85 na G5 9.83 27.94 na G6 9.83 28.17 na G7 9.83 28.87 na G8 9.83 37.38 na G9 9.83 49.92 na FC1 W 9.83 53.22 na BOS 9.83 62.95 na A6 9.83 63.27 na TOR 9.83 63.81 na BOR 2.5 67.18 na TEST 0.0 72.58 na BKFL -5.0 74.54 na HOSE -5.0 74.54 na 250.0 UND -5.0 74.7 na 802 9.83 K = K @ EQ02 11.75 na 19.69 803 9.83 K = K @ E002 15.8 na 22.83 804 9.83 K = K @ EQ03 17.59 na 24.11 806 9.83 K = K @ EQ05 9.3 na 17.53 G10 9.83 10.81 na G11 9.83 14.6 na G12 9.83 16.49 na G13 9.83 17.1 na 807 9.83 K = K @ EQ02 9.93 na 18.1 808 9.83 K = K @ E002 13.43 na 21.06 810 9.83 K = K @ EQ03 14.99 na 22.26 809 9.83 K = K @ EQ06 15.23 na 22.43 805 9.83 K = K @ EQ04 25.46 na 29.01 811 9.83 K = K @ EQ07 26.41 na 28.91 The maximum velocity is 21.75 and it occurs in the pipe between nodes G13 and G6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - Second Floor Kitchen Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 18.75 1.049 0.0 1.000 11.210 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ01 18.75 0.1160 0.0 1.000 0.116 Vel = 6.96 0.0 18.75 10.893 K Factor = 5.68 DP02 15.00 1.049 0.0 1.000 7.175 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ02 15.0 0.0760 0.0 1.000 0.076 Vel = 5.57 0.0 15.00 6.818 K Factor= 5.74 DP03 14.82 1.049 0.0 1.000 7.000 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ03 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50 0.0 14.82 6.642 K Factor= 5.75 DP04 14.82 1.049 0.0 1.000 7.000 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ04 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50 0.0 14.82 6.642 K Factor = 5.75 DP05 14.82 1.049 0.0 1.000 7.000 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ05 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50 0.0 14.82 6.642 K Factor = 5.75 DP06 14.82 1.049 0.0 1.000 7.000 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ06 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50 0.0 14.82 6.642 K Factor = 5.75 DP07 27.00 1.049 0.0 1.000 23.246 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 EQ07 27.0 0.2270 0.0 1.000 0.227 Vel = 10.02 0.0 27.00 23.040 K Factor = 5.62 801 18.75 1.049 2E 4.0 11.870 10.893 K Factor @ node E001 to 120.0 0.0 4.000 0.0 G1 18.75 0.1155 0.0 15.870 1.833 Vel = 6.96 G1 19.69 1.049 0.0 10.000 12.726 to 120.0 0.0 0.0 0.0 G2 38.44 0.4358 0.0 10.000 4.358 Vel = 14.27 G2 22.84 1.38 0.0 8.750 17.084 to 120.0 0.0 0.0 0.0 G3 61.28 0.2717 0.0 8.750 2.377 Vel = 13.14 G3 24.11 1.38 1T 6.0 10.720 19.461 to 120.0 0.0 6.000 0.0 G4 85.39 0.5017 0.0 16.720 8.389 Vel = 18.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 6 Brightview - Second Floor Kitchen Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn G4 0.0 2.635 0.0 4.310 27.850 to 120.0 0.0 0.0 0.0 G5 85.39 0.0216 0.0 4.310 0.093 Vel = 5.02 G5 29.01 2.635 0.0 6.140 27.943 to 120.0 0.0 0.0 0.0 G6 114.4 0.0370 0.0 6.140 0.227 Vel = 6.73 G6 101-38 2.635 0.0 5.860 28.170 to 120.0 0.0 0.0 0.0 G7 215.78 0.1195 0.0 5.860 0.700 Vel = 12.70 G7 28.91 2.635 0.0 56.450 28.870 to 120.0 0.0 0.0 0.0 G8 244.69 0.1508 0.0 56.450 8.513 Vel = 14.40 G8 0.0 2.635 2E 16.474 66.640 37.383 to 120.0 0.0 16.474 0.0 G9 244.69 0.1508 0.0 83.114 12.533 Vel = 14.40 G9 0.0 2.635 1E 8.237 13.670 49.916 to 120.0 0.0 8.237 0.0 FC1 W 244.69 0.1508 0.0 21.907 3.303 Vel = 14.40 FC1 W 0.0 2.635 1E 8.237 7.580 53.219 to 120.0 1 Fsp 0.0 37.067 3.000 * Fixed loss = 3 BOS 244.69 0.1508 1 B 9.61 44.647 6.733 Vel = 14.40 1S 19.22 BOS 0.0 4.26 1 E 13.167 8.900 62.952 to 120.0 0.0 13.167 0.0 A6 244.69 0.0145 0.0 22.067 0.320 Vel = 5.51 A6 0.0 6.357 4E 70.411 188.770 63.272 to 120.0 0.0 70.411 0.0 TOR 244.69 0.0021 0.0 259.181 0.536 Vel = 2.47 TOR 0.0 6.357 2E 35.205 7.330 63.808 to 120.0 1 B 12.573 88.013 3.175 BOR 244.69 0.0021 1S 40.235 95.343 0.197 Vel = 2.47 BOR 0.0 6.357 1 E 17.603 5.500 67.180 to 120.0 1 Zib 0.0 17.603 5.351 * Fixed loss = 4.268 TEST 244.69 0.0021 0.0 23.103 0.048 Vel = 2.47 0.0 244.69 72.579 K Factor= 28.72 BKFL 0.0 8.27 3E 85.404 300.000 74.543 to 140.0 0.0 85.404 0.0 HOSE 0.0 0.0 0.0 385.404 0.0 Vel = 0 HOSE 250.00 8.27 2E 56.936 300.000 74.543 Qa = 250 to 140.0 0.0 56.936 0.0 UND 250.0 0.0005 0.0 356.936 0.161 Vel = 1.49 UND 0.0 12.34 1 E 42.195 600.000 74.704 to 140.0 0.0 42.195 -2.166 TEST 250.0 0.0001 0.0 642.195 0.041 Vel = 0.67 0.0 250.00 72.579 K Factor= 29.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 7 Brightview - Second Floor Kitchen Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 802 19.69 1.049 1T 5.0 0.720 11.750 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 G1 19.69 0.1264 0.0 7.720 0.976 Vel = 7.31 0.0 19.69 12.726 K Factor = 5.52 803 22.83 1.049 1 T 5.0 0.720 15.800 K Factor @ node E002 to 120.0 1 E 2.0 7.000 0.0 G2 22.83 0.1663 0.0 7.720 1.284 Vel = 8.48 0.0 22.83 17.084 K Factor = 5.52 804 24.11 1.049 1 T 5.0 3.190 17.587 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.0 G3 24.11 0.1839 0.0 10.190 1.874 Vel = 8.95 0.0 24.11 19.461 K Factor= 5.47 806 17.53 1.049 2E 4.0 10.830 9.302 K Factor @ node EQ05 to 120.0 0.0 4.000 0.0 G10 17.53 0.1020 0.0 14.830 1.513 Vel = 6.51 G10 18.11 1.049 0.0 10.000 10.815 to 120.0 0.0 0.0 0.0 _G11 35.64 0.3789 0.0 10.000 3.789 Vel = 13.23 G11 21.05 1.38 0.0 8.000 14.604 to 120.0 0.0 0.0 0.0 G12 56.69 0.2351 0.0 8.000 1.881 Vel = 12.16 G12 22.44 1.38 0.0 1.420 16.485 to 120.0 0.0 0.0 0.0 G13 79.13 0.4359 0.0 1.420 0.619 Vel = 16.97 G13 22.26 1.38 1T 6.0 10.050 17.104 to 120.0 0.0 6.000 0.0 G6 101.39 0.6895 0.0 16.050 11.066 Vel = 21.75 0.0 101.39 28.170 K Factor= 19.10 807 18.10 1.049 1 T 5.0 1.170 9.931 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 G10 18.1 0.1082 0.0 8.170 0.884 Vel = 6.72 0.0 18.10 10.815 K Factor= 5.50 808 21.06 1.049 1T 5.0 1.170 13.434 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 G11 21.06 0.1432 0.0 8.170 1.170 Vel = 7.82 0.0 21.06 14.604 K Factor = 5.51 810 22.26 1.049 2E 4.0 4.310 14.993 K Factor @ node E003 to 120.0 1 T 5.0 9.000 0.0 G13 22.26 0.1586 0.0 13.310 2.111 Vel = 8.26 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i . Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 8 Brightview - Second Floor Kitchen Date 02/02/2012 i Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 22.26 17.104 K Factor= 5.38 809 22.43 1.049 1 T 5.0 0.830 15.225 K Factor @ node EQ06 to 120.0 1 E 2.0 7.000 0.0 G12 22.43 0.1609 0.0 7.830 1.260 Vel = 8.33 0.0 22.43 16.485 K Factor = 5.52 805 29.01 1.049 1 T 5.0 2.580 25.462 K Factor @ node EQ04 to 120.0 1 E 2.0 7.000 0.0 G5 29.01 0.2590 0.0 - 9.580 2.481 Vel = 10.77 0.0 29.01 27.943 K Factor = 5.49 811 28.91 1.049 1 T 5.0 2.580 26.406 K Factor @ node E007 to 120.0 1 E 2.0 7.000 0.0 G7 28.91 0.2572 0.0 9.580 2.464 Vel = 10.73 0.0 28.91 28.870 K Factor = 5.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F-� , r AL _ _ Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - Attic West Building Attic Location 1275 Route 114 / Salem Turnpike System 2 Contract 2012-907 Data File Brightview Attic West AREA 9.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I� .y Superior Fire Protection, Inc. Pump Data: Page 1 Brightview - Attic West Cap. - Date 02/02/2012 Hydraulic Design Information Sheet Name - Brightview Senior Living @ Press - Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Well Building - Attic System No. - 2 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 11 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height - N/A Occupancy - Senior Living S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2535 System Type Sprinkler/Nozzle Density - 0.1 ( ) Wet Make Tyco D Area Per Sprinkler - 100 (X) Dry Model TY -FRB E Elevation at Highest Outlet - 44 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 0 ( ) Preaction K -Factor 5.6 I Rack Sprinkler Allowance - N/A ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 100 N Note Light hazard west attic dry calc. Calculation Flow Required - 618.550 Press Required - 72.824 At Test Summary C -Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Cap. - T Time of Test - 10:25 AM Rated Cap.- Elev.- E Static Press - 84 @ Press - R Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow S Elevation - 0 U P Location - On site. P L Source of Information - Coughlin Environmental Services, LLC Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M t 1 single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult. Row 0 C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Clearance:Storage to Ce Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7 0 N N O N N O U ci N c i 0 � a) U a� i� 0 U_ Q n.. Q a) Q C/) L 3 `0 (Z a O) U) m I l!7 00 In a0^ O 02 M T� O T� r tf) T co W 3 C 3 N-�E Ua-0a) _FLO- CC)c o 0 CaEEEE'ED Ca (D a) a) a) Ia 00r in W cn VJ V! .T CD 1 I 1 1 a] �rNN OM 1� a3❑❑❑2❑(q E a) 0 0 O O N U LO CO o T O < N z r _ O J U- 0 0 0 0 0 N 'It r M 00o 00 r- r a) cn N o ca) coo cnd1 N co a 0 a) a) .- �C�I O N I O c�rNN N �UUU 0 m "t 0 0 M 0 N 0 r 0 O O O O O O O O O O U r T r r r r M M 1- (O M It M N r m W w w D cr W Q U) Z) 2 Z E co s a C: G m O U C U N (S) T S a N E ro 0 0 d a) CL E 0 U 5 3 G§ \ / Q 2\ CO/ °$G \$ IL = o� / RQ m wo � mm » QS OD «g o /g L 2\ 2% CV) =2 n w9 % c» \k m m/ e \ -tea m ® nc\ $ LL mm\ ) z m»k & 03 R nLL � ! � u �\/. m 2a E 6 2£ E as {! = \e \E §/_ \/\ \� �( �L m ® $z zz4 D /f f 0-0) 0) $ / }\ =e/ L / 0 < U) _ �Z 2 E 7 f k \ i k \ k z U) E \ § \ E / E U)§mf m - a 722Ec E\> / CO Q) a==== ?�0) cz .c E 2 § ° < ca > —E—U- o°o-Z 0 't t5 »2: co (1) a) e o LL a) E ƒ (D 0 ®»2 7 _ a) 722c@m ) / \ \ - E § CL U) _rZ.— @a \\$\£ƒ 2 \ 2 �«� Ro $ �� oC: a)tcu E®E«tet f (1)m o $ moa $ �U-_d- {-0 E cu >f -0 ° \ \/)\ U) c CD e=»m co o0'2 &o==V) =e - ems °oM- E/=5§£ \ / / 2 E } < o E D� 7 \ c o a a) / �2a Q) U) a=== �5C) a to_> b/ 2) LL 9 2 auE� -6 Zus3\/ L / 0 < U) _ �Z 2 E 7 f k \ i k \ k z U) E \ § \ E / Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - Attic West Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Ran 910 38.75 5.6 7.0 na 14.82 0.1 100 7.0 911 38.75 5.6 7.05 na 14.87 0.1 100 7.0 912 38.75 5.6 7.22 na 15.05 0.1 80 7.0 913 38.75 5.6 7.42 na 15.25 0.1 80 7.0 914 38.75 5.6 7.75 na 15.59 0.1 80 7.0 915 38.75 5.6 7.3 na 15.13 0.1 100 7.0 916 38.75 5.6 7.35 na 15.18 0.1 100 7.0 917 38.75 5.6 7.54 na 15.38 0.1 80 7.0 918 38.75 5.6 7.74 na 15.58 0.1 80 7.0 H3 38.75 8.41 na H4 31.0 14.92 na H6 31.0 15.16 na H8 31.0 15.49 na H10 31.0 15.81 na H12 31.0 16.27 na H14 31.0 16.41 na 1 31.0 25.31 na H15 31.0 47.17 na H16 10.0 59.52 na TORE 10.0 62.81 na BORE 2.5 66.58 na BKFL -5.0 73.24 na HOSE -5.0 73.91 na 100.0 UND -5.0 74.77 na TEST 0.0 72.82 na 901 32.5 5.6 9.74 na 17.48 0.1 100 7.0 902 32.5 5.6 9.81 na 17.54 0.1 80 7.0 903 32.5 5.6 9.93 na 17.65 0.1 80 7.0 904 32.5 5.6 10.2 na 17.88 0.1 80 7.0 905 32.5 5.6 10.64 na 18.27 0.1 80 7.0 906 32.5 5.6 10.16 na 17.85 0.1 100 7.0 907 32.5 5.6 10.24 na 17.92 0.1 80 7.0 908 32.5 5.6 10.36 na 18.03 0.1 80 7.0 909 32.5 5.6 10.64 na 18.26 0.1 80 7.0 H1 32.5 11.53 na H2 31.0 14.83 na 923 42.5 5.6 9.49 na 17.25 0.1 80 7.0 924 42.5 5.6 9.52 na 17.28 0.1 80 7.0 926 42.5 5.6 9.53 na 17.29 0.1 80 7.0 925 42.5 5.6 9.56 na 17.32 0.1 80 7.0 H9 42.5 9.73 na 920 41.0 5.6 10.0 na 17.71 0.1 80 7.0 921 41.0 5.6 10.04 na 17.74 0.1 80 7.0 919 41.0 5.6 10.13 na 17.82 0.1 80 7.0 H5 41.0 10.2 na 929 32.5 5.6 15.38 na 21.96 0.1 100 7.0 2 32.5 15.51 na 3 32.5 15.66 na 4 31.83 16.01 na H13 31.83 16.02 na 930 32.5 5.6 15.43 na 22.0 0.1 100 7.0 5 32.5 15.66 na 6 31.83 16.01 na 927 44.0 5.6 10.23 na 17.91 0.1 80 7.0 928 44.0 5.6 10.24 na 17.92 0.1 80 7.0 H11 44.0 10.29 na 922 41.0 5.6 11.04 na 18.61 0.1 80 7.0 H7 41.0 11.05 na The maximum velocity is 14.13 and it occurs in the pipe between nodes H1 and H2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - Attic West Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'**" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 910 14.82 2.157 1 E 4.392 11.470 7.000 K Factor = 5.60 to 100.0 0.0 4.391 0.0 911 14.82 0.0032 0.0 15.861 0.050 Vel = 1.30 911 14.86 2.157 1 E 4.392 11.090 7.050 K Factor = 5.60 to 100.0 0.0 4.391 0.0 912 29.68 0.0113 0.0 15.481 0.175 Vel = 2.61 912 15.06 2.157 0.0 8.000 7.225 K Factor = 5.60 to 100.0 0.0 0.0 0.0 913 44.74 0.0241 0.0 8.000 0.193 Vel = 3.93 913 15.25 2.157 0.0 8.000 7.418 K Factor = 5.60 to 100.0 0.0 0.0 0.0 914 59.99 0.0415 0.0 8.000 0.332 Vel = 5.27 914 15.59 2.157 1 T 8.783 1.500 7.750 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H3 75.58 0.0638 0.0 10.283 0.656 Vel = 6.64 0.0 75.58 8.406 K Factor= 26.07 915 15.13 2.157 1 E 4.392 10.470 7.304 K Factor = 5.60 to 100.0 0.0 4.391 0.0 916 15.13 0.0032 0.0 14.861 0.048 Vel = 1.33 916 15.19 2.157 1 E 4.392 11.920 7.352 K Factor = 5.60 to 100.0 0.0 4.391 0.0 917 30.32 0.0118 0.0 16.311 0.192 Vel = 2.66 917 15.38 2.157 0.0 8.000 7.544 K Factor = 5.60 to 100.0 0.0 0.0 0.0 918 45.7 0.0251 0.0 8.000 0.201 Vel = 4.01 918 15.58 2.157 1 T 8.783 6.500 7.745 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H3 61.28 0.0433 0.0 15.283 0.661 Vel = 5.38 H3 75.58 2.157 1 T 8.783 7.750 8.406 to 100.0 0.0 8.783 3.357 H4 136.86 0.1911 0.0 16.533 3.160 Vel = 12.02 H4 160.89 4.26 0.0 7.960 14.923 to 100.0 0.0 0.0 0.0 H6 297.75 0.0293 0.0 7.960 0.233 Vel = 6.70 H6 53.27 4.26 0.0 8.500 15.156 to 100.0 0.0 0.0 0.0 H8 351.02 0.0396 0.0 8.500 0.337 Vel = 7.90 H8 18.62 4.26 0.0 7.220 15.493 to 100.0 0.0 0.0 0.0 H10 369.64 0.0438 0.0 7.220 0.316 Vel = 8.32 H10 69.12 4.26 0.0 7.670 15.809 to 100.0 0.0 0.0 0.0 H12 438.76 0.0600 0.0 7.670 0.460 Vel = 9.88 H12 35.83 4.26 0.0 2.060 16.269 to 100.0 0.0 0.0 0.0 H14 474.59 0.0694 0.0 2.060 0.143 Vel = 10.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - Attic West Page 6 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pvx"`* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H14 43.96 4.26 1T 18.795 90.150 16.412 to 100.0 0.0 18.795 0.0 1 518.55 0.0817 0.0 108.945 8.902 Vel = 11.67 1 0.0 4.26 1T 18.795 220.540 25.314 to 100.0 3E 28.192 46.987 0.0 H15 518.55 0.0817 0.0 267.527 21.859 Vel = 11.67 H15 0.0 4.26 2E 18.795 21.000 47.173 to 100.0 0.0 18.795 9.095 H16 518.55 0.0817 0.0 39.795 3.252 Vel = 11.67 H16 0.0 6.357 6E 75.378 207.270 59.520 to 100.0 0.0 75.379 0.0 TORE 518.55 0.0116 0.0 282.649 3.288 Vel = 5.24 TORE 0.0 6.357 1T 37.72 7.500 62.808 to 120.0 1 E 17.603 55.323 3.248 BORE 518.55 0.0083 0.0 62.823 0.522 Vel = 5.24 BORE 0.0 6.357 1 E 17.603 8.000 66.578 to 120.0 1 Zib 0.0 17.603 6.454 * Fixed loss = 3.206 BKFL 518.55 0.0083 0.0 25.603 0.212 Vel = 5.24 BKFL 0.0 8.27 3E 85.404 300.000 73.244 to 140.0 0.0 85.404 0.0 HOSE 518.55 0.0017 0.0 385.404 0.668 Vel = 3.10 HOSE 100.00 8.27 2E 56.936 300.000 73.912 Qa = 100 to 140.0 0.0 56.936 0.0 UND 618.55 0.0024 0.0 356.936 0.858 Vel = 3.69 UND 0.0 12.34 1 E 42.195 600.000 74.770 to 140.0 0.0 42.195 -2.166 TEST 618.55 0.0003 0.0 642.195 0.220 Vel = 1.66 0.0 618.55 72.824 K Factor= 72.48 901 17.48 2.157 1 E 4.392 11.920 9.742 K Factor = 5.60 to 100.0 0.0 4.391 0.0 902 17.48 0.0043 0.0 16.311 0.070 Vel = 1.53 902 17.54 2.157 0.0 8.000 9.812 K Factor = 5.60 to 100.0 0.0 0.0 0.0 903 35.02 0.0152 0.0 8.000 0.122 Vel = 3.07 903 17.65 2.157 0.0 8.000 9.934 K Factor = 5.60 to 100.0 0.0 0.0 0.0 904 52.67 0.0328 0.0 8.000 0.262 Vel = 4.62 904 17.88 2.157 0.0 8.000 10.196 K Factor = 5.60 to 100.0 0.0 0.0 0.0 905 70.55 0.0561 0.0 8.000 0.449 Vel = 6.19 905 18.27 2.157 1 T 8.783 1.500 10.645 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H1 88.82 0.0859 0.0 10.283 0.883 Vel = 7.80 0.0 88.82 11.528 K Factor= 26.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 7 Brightview - Attic West Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 906 17.85 2.157 1 E 4.392 11.960 10.165 K Factor = 5.60 to 100.0 0.0 4.391 0.0 907 17.85 0.0044 0.0 16.351 0.072 Vel = 1.57 907 17.92 2.157 0.0 8.000 10.237 K Factor = 5.60 to 100.0 0.0 0.0 0.0 908 35.77 0.0159 0.0 8.000 0.127 Vel = 3.14 908 18.03 2.157 0.0 8.000 10.364 K Factor = 5.60 to 160.89 100.0 0.0 0.0 0.0 K Factor= 41.65 909 53.8 0.0340 0.0 8.000 0.272 Vel = 4.72 909 18.26 2.157 1 T 8.783 6.500 10.636 K Factor = 5.60 to 17.25 100.0 0.0 8.783 0.0 Vel = 1.51 H1 72.06 0.0584 0.0 15.283 0.892 Vel = 6.33 H1 88.83 2.157 1 T 8.783 1.500 11.528 K Factor = 5.60 to 100.0 0.0 8.783 0.650 H2 160.89 0.2578 0.0 10.283 2.651 Vel = 14.13 H2 0.0 4.26 0.0 10.000 14.829 K Factor = 5.60 to 100.0 0.0 0.0 0.0 H4 160.89 0.0094 0.0 10.000 0.094 Vel = 3.62 H9 0.0 2.157 1 T 8.783 11.500 9.732 to 160.89 100.0 0.0 8.783 14.923 K Factor= 41.65 923 17.25 2.157 0.0 8.000 9.485 K Factor = 5.60 to 0.0 100.0 0.0 0.0 0.0 924 17.25 0.0042 0.0 8.000 0.034 Vel = 1.51 924 17.27 2.157 1 T 8.783 5.500 9.519 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H9 34.52 0.0149 0.0 14.283 0.213 Vel = 3.03 0.0 34.52 9.732 K Factor= 11.07 926 17.29 2.157 0.0 8.000 9.529 K Factor = 5.60 to 100.0 0.0 0.0 0.0 925 17.29 0.0042 0.0 8.000 0.034 Vel = 1.52 925 17.31 2.157 1 T 8.783 2.500 9.563 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H9 34.6 0.0150 0.0 11.283 0.169 Vel = 3.04 H9 34.53 2.157 1 T 8.783 11.500 9.732 to 100.0 0.0 8.783 4.981 H10 69.13 0.0540 0.0 20.283 1.096 Vel = 6.07 0.0 69.13 15.809 K Factor= 17.39 920 17.71 2.157 0.0 8.000 10.002 K Factor = 5.60 to 100.0 0.0 0.0 0.0 921 17.71 0.0044 0.0 8.000 0.035 Vel = 1.55 921 17.74 2.157 1 T 8.783 1.500 10.037 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H5 35.45 0.0157 0.0 10.283 0.161 Vel = 3.11 0.0 35.45 10.198 K Factor = 11.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - Attic West Page 8 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"""' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 919 17.82 2.157 1T 8.783 6.500 10.131 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H5 17.82 0.0044 0.0 15.283 0.067 Vel = 1.56 H5 35.46 2.157 1 T 8.783 10.000 10.198 to 100.0 0.0 8.783 4.331 H6 53.28 0.0334 0.0 18.783 0.627 Vel = 4.68 0.0 53.28 15.156 K Factor = 13.69 929 21.96 2.157 1 E 4.392 16.780 15.375 K Factor = 5.60 to 100.0 0.0 4.391 0.0 2 21.96 0.0065 0.0 21.171 0.137 Vel = 1.93 2 0.0 2.157 1T 8.783 14.000 15.512 to 100.0 0.0 8.783 0.0 3 21.96 0.0065 0.0 22.783 0.148 Vel = 1.93 3 0.0 2.157 1 T 8.783 0.670 15.660 to 100.0 0.0 8.783 0.290 4 21.96 0.0065 0.0 9.453 0.061 Vel = 1.93 4 0.0 4.26 0.0 36.060 16.011 to 100.0 0.0 0.0 0.0 H13 21.96 0.0002 0.0 36.060 0.009 Vel = 0.49 H13 22.00 4.26 2T 37.589 0.830 16.020 to 100.0 0.0 37.589 0.359 H14 43.96 0.0009 0.0 38.419 0.033 Vel = 0.99 0.0 43.96 16.412 K Factor= 10.85 930 22.00 2.157 1E 4.392 30.630 15.433 K Factor = 5.60 to 100.0 0.0 4.391 0.0 5 22.0 0.0065 0.0 35.021 0.227 Vel = 1.93 5 0.0 2.157 1 T 8.783 0.667 15.660 to 100.0 0.0 8.783 0.290 6 22.0 0.0066 0.0 9.450 0.062 Vel = 1.93 6 0.0 4.26 0.0 33.060 16.012 to 100.0 0.0 0.0 0.0 H13 22.0 0.0002 0.0 33.060 0.008 Vel = 0.50 0.0 22.00 16.020 K Factor= 5.50 927 17.91 2.157 1 T 8.783 5.500 10.226 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H11 17.91 0.0045 0.0 14.283 0.064 Vel = 1.57 0.0 17.91 10.290 K Factor = 5.58 928 17.92 2.157 1 T 8.783 2.500 10.240 K Factor = 5.60 to 100.0 0.0 8.783 0.0 H11 17.92 0.0044 0.0 11.283 0.050 Vel = 1.57 H11 17.91 2.157 1T 8.783 13.000 10.290 to 100.0 0.0 8.783 5.630 H12 35.83 0.0160 0.0 21.783 0.349 Vel = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview - Attic West Page 9 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """*'* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 35.83 16.269 K Factor = 8.88 922 18.61 2.157 0.0 1.500 11.045 K Factor = 5.60 to 100.0 0.0 0.0 0.0 H7 18.61 0.0047 0.0 1.500 0.007 Vel = 1.63 H7 0.0 2.157 1 T 8.783 10.000 11.052 to 100.0 1 E 4.392 13.174 4.331 H8 18.61 0.0047 0.0 23.174 0.110 Vel = 1.63 0.0 18.61 15.493 K Factor = 4.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t) 1 _ . _ Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - Attic East Building Attic Location 1275 Route 114 /Salem Turnpike System 3 Contract 2012-907 Data File Brightview Attic East AREA 10.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .%,SH OF,�SS DOMENIC q CIOIINO m FIRE -MTECTION Nu. 41630 TEVk Superior Fire Protection, Inc. Page 1 Brightview - Attic East Date 02/02/2012 Hydraulic Design Information Sheet Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Attic System No. - 3 Contractor -,Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 10 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - N/A Occupancy - Senior Living S Y S T E M D E S I G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ( ) Figure Curve Made By Date Area or Sprinkler Operation - 2535 - System Type Sprinkler/Nozzle Density - 0.1 ( ) Wet Make Tyco Area Per Sprinkler - 100 (X) Dry Model TY -FRB Elevation at Highest Outlet - 41 ( ) Deluge Size 1/2 Hose Allowance - Inside - 0 ( ) Preaction K -Factor 5.6 Rack Sprinkler Allowance - N/A ( ) Other Temp.Rat.200 Hose Allowance - Outside - 100 U Note Light hazard east attic dry calc. Calculation Flow Required - 481.699 Press Required - 69.854 At Test Summary C -Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Cap. - T Time of Test - 10:25 AM Rated Cap.- Elev.- E Static Press - 84 @ Press - R Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow S Elevation - 0 U P Location - On site. P L Source of Information - Coughlin Environmental Services, LLC Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult. Row 0 C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I, O N N O N N O 0) N (z c0 a0 U ci C U Ca U a) W LO U n 0- C. (L) L , C/) LL 3 N 0 M ao) (n m N 0 0 co 0 Q CO D 2 Z E m L C t O m i- O) U) CY) M 0(000 (qr r oi Or dT00(D0 N m -0 3u)—E a -0-0a) cLLd F-0 S o �EEEE50 m > � 0) a) � r � w cn coC/)I 1 1 cn 1 2rNN OM cS00020fn E N O O 0 T O N U r LO 00 0- 0 < N z r 0 J W O O O O O O �r CON 00 00r -r L a)N3 0 cnLo C, m waw Q O 7 O L ^ LL LLL L L... i— O Rf� NN �UUU N (� O LO r o qt co O o N O T O 0 O O O O O O O O O T r r r r 00 Cp LO "t CO N r W Cn (n I W N 0 0 co 0 Q CO D 2 Z E m L C t O m t C\l� 4 o G§ � o \ g 2/ @/ CL) ° o $G . ƒ\ 2 ^ o g Q / o gQ 2 % \2 2 » QS m 2 fm - (D»Q4@ LO = 2g 222\ Cl) o �2 E (orn E_ n »]w2 $§2 E LL > \ 2 d//fk § rl)(D2 E\ \ gCaca , C>11 c�ƒ OL 22=LL m �\ƒ o(Do -Z 0 o"t t5 e 2 a) e= U-» Cl C) -=m L CTC) \®»\7 f 0 e0 777@�cu � o no/ 5� \rm22\ G) cm $- @ � 2 % 0 o a = _ o mLOm . $ �� _® U)co co k cno_-0 CD $ ` ° ~ 0 /22 2\t CO 0) /-mak �czE a) . / u�mR '0cn0 2 0 �mL �ƒ2� {27/E2 5= =ae »\\cc= » CYct ) & % 0 0 0 (n U a) 2 � !2 - k m E 2 2a \ 9CTJ6c� 2 ) - / £ ' \ kƒ o 7 %T � �/ \a$� � � 0 �0\%5 ®� � 0) U) 0 % QE2em ± - CZ 2 < o f < m < A << f ® \_ \ :t-- \ c LL C: k\ zozz E / /\\2ƒ0 CU 70 D %7 « / k//§ LL DEg k0) mK - 'E EaR§ &f\ \\ :3 m= #£ LT< & = mcueR = qE2@ auLL� a&� \«� Zlsmca Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - Attic East Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Rp, 1001 32.5 5.6 9.0 na 16.8 0.1 168 7.0 1002 32.5 5.6 10.63 na 18.26 0.1 168 7.0 1003 82.5 5.6 12.52 na 19.82 0.1 168 7.0 1004 32.5 5.6 16.87 na 23.0 0.1 168 7.0 1005 32.5 5.6 19.07 na 24.46 0.1 168 7.0 K1 32.5 19.59 na K2 31.83 22.84 na K4 31.83 22.88 na K6 31.83 23.02 na K7 31.83 23.21 na K8 31.0 24.5 na K9 31.0 36.01 na K10 10.0 46.95 na TORE 10.0 59.01 na BORE 2.5 64.3-9 na BORW 2.5 64.48 na BKFL -5.0 70.96 na HOSE -5.0 71.34 na 100.0 UND -5.0 71.88 na TEST 0.0 69.85 na 1006 38.67 5.6 9.57 na 17.32 0.1 168 7.0 1007 38.67 5.6 11.52 na 19.01 0.1 168 7.0 1008 38.67 5.6 13.55 na 20.61 0.1 168 7.0 1009 38.67 5.6 15.86 na 22.3 0.1 168 7.0 K3 38.67 16.3 na 1014 32.5 5.6 15.6 na 22.12 0.1 168 7.0 1015 32.5 5.6 18.67 na 24.2 0.1 168 7.0 K13 32.5 22.36 na K14 31.0 24.32 na K16 31.0 24.33 na K18 31.0 24.36 na 1010 41.0 5.6 11.41 na 18.91 0.1 165 7.0 1011 41.0 5.6 13.71 na 20.73 0.1 165 7.0 1012 41.0 5.6 16.06 na 22.44 0.1 165 7.0 K5 41.0 16.31 na 1016 38.75 5.6 14.02 na 20.97 0.1 168 7.0 1017 38.75 5.6 16.8 na 22.95 0.1 168 7.0 K15 38.75 18.5 na 1018 41.0 5.6 17.95 na 23.72 0.1 80 7.0 K17 41.0 18.95 na 1013 41.0 5.6 18.49 na 24.08 0.1 165 7.0 K11 41.0 18.77 na K12 31.83 23.21 na The maximum velocity is 16.13 and it occurs in the pipe between nodes K1 and K2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 5 Brightview - Attic East - Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'**" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1001 16.80 1.049 0.0 12.330 9.000 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1002 16.8 0.1320 0.0 12.330 1.628 Vel = 6.24 1002 18.26 1.38 0.0 14.000 10.628 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1003 35.06 0.1354 0.0 14.000 1.896 Vel = 7.52 1003 19.82 1.38 0.0 14.000 12.524 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1004 54.88 0.3104 0.0 - 14.000 4.345 Vel = 11.77 1004 23.00 1.61 1 T 5.71 4.000 16.869 K Factor = 5.60 to 100.0 0.0 5.710 0.0 K1 77.88 0.2798 0.0 9.710 2.717 Vel = 12.27 0.0 77.88 19.586 K Factor= 17.60 1005 24.46 1.61 1 T 5.71 10.000 19.070 K Factor = 5.60 to 100.0 0.0 5.710 0.0 K1 24.46 0.0328 0.0 15.710 0.516 Vel = 3.85 K1 77.87 1.61 1T 5.71 0.670 19.586 to 100.0 0.0 5.710 0.290 K2 102.33 0.4639 0.0 6.380 2.960 Vel = 16.13 K2 0.0 4.26 0.0 12.000 22.836 to 100.0 0.0 0.0 0.0 K4 102.33 0.0041 0.0 12.000 0.049 Vel = 2.30 K4 79.24 4.26 0.0 11.400 22.885 to 100.0 0.0 0.0 0.0 K6 181.57 0.0117 0.0 11.400 0.133 Vel = 4.09 K6 62.09 4.26 0.0 9.670 23.018 to 100.0 0.0 0.0 0.0 K7 243.66 0.0203 0.0 9.670 0.196 Vel = 5.48 K7 24.08 4.26 2T 37.589 0.830 23.214 to 100.0 0.0 37.589 0.359 K8 267.74 0.0241 0.0 38.419 0.924 Vel = 6.03 K8 113.96 4.26 2E 18.795 191.970 24.497 to 100.0 2T 37.589 56.384 0.0 K9 381.7 0.0464 0.0 248.354 11.513 Vel = 8.59 K9 0.0 4.26 2E 18.795 21.000 36.010 to 100.0 0.0 18.795 9.095 K10 381.7 0.0464 0.0 39.795 1.845 Vel = 8.59 K10 0.0 4.26 6E 56.384 203.770 46.950 to 100.0 0.0 56.384 0.0 TORE 381.7 0.0464 0.0 260.154 12.059 Vel = 8.59 TORE 0.0 4.26 2E 18.795 7.500 59.009 to 100.0 1B 11.277 38.435 3.248 BORE 381.7 0.0464 1 D e 8.364 45.935 2.130 Vel = 8.59 BORE 0.0 6.357 1 E 12.563 2.000 64.387 to 100.0 0.0 12.563 0.0 BORW 381.7 0.0066 0.0 14.563 0.096 Vel = 3.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 6 Brightview - Attic East Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BORW 0.0 6.357 1Zib 0.0 8.000 64.483 to 100.0 0.0 0.0 6.427 * Fixed loss = 3.178 BKFL 381.7 0.0065 0.0 8.000 0.052 Vel = 3.86 BKFL 0.0 8.27 3E 85.404 300.000 70.962 to 140.0 0.0 85.404 0.0 HOSE 381.7 0.0010 0.0 385.404 0.379 Vel = 2.28 HOSE 100.00 8.27 2E 56.936 300.000 71.341 Qa = 100 to 140.0 0.0 56.936 0.0 UND 481.7 0.0015 0.0 -356.936 0.540 Vel = 2.88 UND 0.0 12.34 1E 42.195 600.000 71.881 to 140.0 0.0 42.195 -2.166 TEST 481.7 0.0002 0.0 642.195 0.139 Vel = 1.29 0.0 481.70 69.854 K Factor= 57.63 1006 17.32 1.049 0.0 14.000 9.565 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1007 17.32 0.1397 0.0 14.000 1.956 Vel = 6.43 1007 19.01 1.38 0.0 14.000 11.521 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1008 36.33 0.1446 0.0 14.000 2.025 Vel = 7.79 1008 20.61 1.38 1 T 4.282 4.000 13.546 K Factor = 5.60 to 100.0 0.0 4.282 0.0 K3 56.94 0.3323 0.0 8.282 2.752 Vel = 12.21 0.0 56.94 16.298 K Factor= 14.10 1009 22.30 1.61 1T 5.71 10.000 15.863 K Factor = 5.60 to 100.0 0.0 5.710 0.0 K3 22.3 0.0277 0.0 15.710 0.435 Vel = 3.51 K3 56.94 1.61 1T 5.71 6.830 16.298 to 100.0 0.0 5.710 2.962 K4 79.24 0.2891 0.0 12.540 3.625 Vel = 12.49 0.0 79.24 22.885 K Factor = 16.56 1014 22.12 1.049 0.0 14.000 15.596 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1015 22.12 0.2196 0.0 14.000 3.074 Vel = 8.21 1015 24.19 1.38 1 T 4.282 12.000 18.670 K Factor = 5.60 to 100.0 0.0 4.282 0.0 K13 46.31 0.2267 0.0 16.282 3.691 Vel = 9.93 K13 0.0 1.38 1T 4.282 1.500 22.361 to 100.0 0.0 4.282 0.650 K14 46.31 0.2267 0.0 5.782 1.311 Vel = 9.93 K14 0.0 4.26 0.0 12.000 24.322 to 100.0 0.0 0.0 0.0 K16 46.31 0.0009 0.0 12.000 0.011 Vel = 1.04 K16 43.92 4.26 0.0 8.030 24.333 to 100.0 0.0 0.0 0.0 K18 90.23 0.0032 0.0 8.030 0.026 Vel = 2.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1013 24.08 1.61 1 T 5.71 3.000 18.489 K Factor = 5.60 to Final Calculations - Hazen -Williams 5.710 0.0 K11 24.08 0.0319 Superior Fire Protection, Inc. 8.710 0.278 Vel = 3.79 K11 0.0 Page 7 Brightview - Attic East 9.170 18.767 to 100.0 Date 02/02/2012 Hyd. Qa Dia. Fitting 0.0319 Pipe Pt Pt 0.474 Vel = 3.79 Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K18 23.73 4.26 0.0 28.000 24.359 to 100.0 0.0 0.0 0.0 K8 113.96 0.0049 0.0 28.000 0.138 Vel = 2.57 0.0 113.96 24.497 K Factor= 23.02 1010 18.91 1.049 0.0 14.000 11.407 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1011 18.91 0.1644 0.0 14.000 2.302 Vel = 7.02 1011 20.74 1.38 1 T 4.282 11.000 13.709 K Factor = 5.60 to 100.0 0.0 4.282 0.0 K5 39.65 0.1701 0.0 15.282 2.599 Vel = 8.51 0.0 39.65 16.308 K Factor = 9.82 1012 22.44 1.61 1 T 5.71 3.000 16.064 K Factor = 5.60 to 100.0 0.0 5.710 0.0 K5 22.44 0.0280 0.0 8.710 0.244 Vel = 3.54 K5 39.65 1.61 1T 5.71 9.170 16.308 to 100.0 0.0 5.710 3.972 K6 62.09 0.1840 0.0 14.880 2.738 Vel = 9.78 0.0 62.09 23.018 K Factor= 12.94 1016 20.97 1.049 0.0 14.000 14.016 K Factor = 5.60 to 100.0 0.0 0.0 0.0 1017 20.97 0.1990 0.0 14.000 2.786 Vel = 7.78 1017 22.95 1.38 1 T 4.282 4.000 16.802 K Factor = 5.60 to 100.0 0.0 4.282 0.0 K15 43.92 0.2055 0.0 8.282 1.702 Vel = 9.42 K15 0.0 1.38 1T 4.282 7.750 18.504 to 100.0 0.0 4.282 3.357 K16 43.92 0.2055 0.0 12.032 2.472 Vel = 9.42 0.0 43.92 24.333 K Factor = 8.90 1018 23.72 1.049 0.0 4.000 17.947 K Factor = 5.60 to 100.0 0.0 0.0 0.0 K17 23.72 0.2502 0.0 4.000 1.001 Vel = 8.81 K17 0.0 1.38 1T 4.282 10.000 18.948 to 100.0 1E 2.141 6.423 4.331 K18 23.72 0.0658 0.0 16.423 1.080 Vel = 5.09 0.0 23.72 24.359 K Factor = 4.81 1013 24.08 1.61 1 T 5.71 3.000 18.489 K Factor = 5.60 to 100.0 0.0 5.710 0.0 K11 24.08 0.0319 0.0 8.710 0.278 Vel = 3.79 K11 0.0 1.61 1 T 5.71 9.170 18.767 to 100.0 0.0 5.710 3.972 K12 24.08 0.0319 0.0 14.880 0.474 Vel = 3.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Page 8 Brightview - Attic East Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '*"""' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K12 0.0 4.26 0.0 1.670 23.213 to 100.0 0.0 0.0 0.0 K7 24.08 0.0006 0.0 1.670 0.001 Vel = 0.54 0.0 24.08 23.214 K Factor = 5.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4- _ _ _ Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview - Porte Cochere Building Porte Cochere Location 1275 Route 114 / Salem Turnpike System 2 Contract 2012-907 Data File Brightview Porte Cochere AREA 11.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A *; Superior Fire Protection, Inc. Page 1 Brightview - Porte Cochere Date 02/02/2012 Hydraulic Desian Information Sheet Name - Brightview Senior Living Date - 02/14/2012 Location - 1275 Route 114 / Salem Turnpike Building - Porte Cochere System No. - 2 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 2 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height - 13' Occupancy - Senior Living S Y S T E M D E S I G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ( ) Figure Curve Made By Date Area or Sprinkier Operation - Entire System Type Sprinkler/Nozzle Density - 0.1 ( ) Wet Make Tyco Area Per Sprinkler - 100 (X) Dry Model DS -C Elevation at Highest Outlet - 2 ( ) Deluge Size 1/2 Hose Allowance - Inside - 0 ( ) Preaction K -Factor 5.6 Rack Sprinkler Allowance - N/A ( ) Other Temp.Rat.200 Hose Allowance - Outside - 100 U Note Light hazard porte cochere dry calc. Calculation Flow Required - 222.157 Press Required - 65.856 At Test Summary C -Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 09/29/2011 Cap. - T Time of Test - 10:25 AM Rated Cap.- Elev.- E Static Press - 84 @ Press - Longitudinal R Residual Press - 71 Elev. - Well Flow - 1320 Proof Flow S Elevation - 0 U E Horizontal Barriers P Location - On site. P L Source of Information - Coughlin Environmental Services, LLC Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M S R ( ) Singie Row ( ) ( ) Double Row ( ) Conven. Pallet ( ) Auto. Storage Slave Pallet ( ) Solid Shelf ( ) Encap. ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ON 0 N N O N N O n 0 O co O Q 2 Z co s (p LO Ln 00 '00 N O N O U) O N O Nrl- T (D T N T q co E O O N clla- co o .O E E E` CDo 00 cz O Q _a LU (n (n "(n T OT NN OM W cz0C)C)2C)(n E O O O O T O O N U LO oT 0< NZ T 0 J LL O O O O CD O c0 �T(N CO f� T O N 3 0 o m cn n LL O _ _ QO O p U O� - O O cl Zn a � TV U) Ir Ir LN O 1 O 1�TNN �:UUU _? LO o 'c1' O CO_ 0 0 N O O O O O O O O O O O O a ar w w w D w w n 0 O co O Q 2 Z co s rd 5 3 o G} . 0 \ Q _ o 2) n/ m ° � o gG 0-/ 2 0 of . 3 o Rp 2 % ES . c� - mo mLo c 2 eg 2Q7R LO = 2m 2002% \ c =2 . P (o U) n 9\w2 «q�E C E LL I 2 \ f\/f\ § - w/�2 . 2§0)\ Ca ® E2%°¥ §�Zefƒ o/ � (.D m� oa)o -z 0 %#etz� c2: (Z . o e = L = E C) -=2 �%a) ® C) \_15\®/0)o0 o m= te7 @ -0 _ ƒ @@ \$cz c: � E E cz ° CD mem kU) / \%d \� m C: E-�®_± 0 2m227$ C)~ � \ ca z Ezr- a)cn / =e � 2 0 C) U- /ƒ/m Z�FE®2 »2aUEE /\/\ƒ§ k %Co \§/ & 0 0 3J o m U)_ °°-'°a� m Li Gm o \ 2a k�6) E £ f /-0® $ 2 0 2§ E 2 {mkt �/ \a£f � \\ //\\< �U)cia-C � /\ QE22§ \£�//a $ eE o <A«» ° \n \ � \£a<o LL �\ \ƒ(\\ [ �7 � 0)2 CL �f / o==o �fƒ\k� . \ }//( Q- /� 0 $ EERS /\/E:Q _ LL _ mI -3 E< = =JueR a = m o 2 @ auLLI o = _ _ 2w5�=a f Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview - Porte Cochere Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req DP01 1.0 5.6 7.66 na 15.5 0.1 155 7.0 EQ01 2.0 7.34 na DP02 1.0 5.6 7.66 na 15.5 0.1 155 7.0 E002 2.0 7.75 na DP03 1.0 5.6 7.0 na 14.82 0.1 76 7.0 EQ03 2.0 6.67 na 1101 2.0 K= K@ EQ01 7.34 na 15.5 1102 2.0 K = K @ E002 8.76 na 16.49 Lt 2.0 10.97 na L2 2.0 12.32 na L3 2.0 14.59 na L4 2.0 15.54 na L5 -1.0 22.07 na L6 -1.0 44.24 na L7 10.0 48.88 na L8 10.0 53.57 na TORW 10.0 53.8 na BORW 2.5 57.1 na BKFL -5.0 67.81 na HOSE -5.0 67.86 na 100.0 UND -5.0 67.99 na TEST 0.0 65.86 na 1103 2.0 K = K @ EQ01 8.98 na 17.14 1104 2.0 K = K @ E001 8.27 na 16.45 1105 2.0 K = K @ EQ02 9.86 na 17.49 1106 2.0 K = K @ EQ01 10.1 na 18.18 1107 2.0 K = K @ E003 13.3 na 20.92 The maximum velocity is 17.64 and it occurs in the pipe between nodes L3 and L4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L8 0.0 6.357 6E 75.378 207.270 53.573 to Final Calculations - Hazen -Williams 100.0 0.0 75.379 Superior Fire Protection, Inc. TORW 122.16 0.0008 Page 5 Brightview - Porte Cochere 0.226 Vel = 1.23 TORW 0.0 6.357 Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt 8.974 Ref. 3.248 "C" or 0.0008 Ftng's Pe Pv"'"**' Notes *"k Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 15.50 1.049 0.0 1.000 7.661 K Factor = 5.60 to 100.0 0.0 0.0 -0.433 EQ01 15.5 0.1140 0.0 1.000 0.114 Vel = 5.75 0.0 15.50 7.342 K Factor = 5.72 DP02 15.50 1.049 1 T 3.568 1.000 7.661 K Factor = 5.60 to 100.0 0.0 3.568 -0.433 EQ02 15.5 0.1138 0.0 4.568 0.520 Vel = 5.75 0.0 15.50 7.748 K Factor= 5.57 DP03 14.82 1.049 0.0 1.000 7.000 K Factor = 5.60 to 100.0 0.0 0.0 -0.433 EQ03 14.82 0.1050 0.0 1.000 0.105 Vel = 5.50 0.0 14.82 6.672 K Factor = 5.74 1101 15.50 1.049 1 E 1.427 11.080 7.342 K Factor @ node EQ01 to 100.0 0.0 1.427 0.0 1102 15.5 0.1138 0.0 12.507 1.423 Vel = 5.75 1102 16.49 1.049 1T 3.568 1.500 8.765 K Factor @ node EQ02 to 100.0 0.0 3.568 0.0 L1 31.99 0.4347 0.0 5.068 2.203 Vel = 11.88 L1 17.13 1.682 0.0 14.000 10.968 to 100.0 0.0 0.0 0.0 L2 49.12 0.0964 0.0 14.000 1.350 Vel = 7.09 L2 52.12 1.682 0.0 6.170 12.318 to 100.0 0.0 0.0 0.0 L3 101.24 0.3674 0.0 6.170 2.267 Vel = 14.62 L3 20.92 1.682 0.0 1.830 14.585 to 100.0 0.0 0.0 0.0 L4 122.16 0.5202 0.0 1.830 0.952 Vel = 17.64 L4 0.0 1.682 2E 7.065 3.000 15.537 to 100.0 0.0 7.066 1.299 L5 122.16 0.5203 0.0 10.066 5.237 Vel = 17.64 L5 0.0 1.682 2E 7.065 35.550 22.073 to 100.0 0.0 7.066 0.0 L6 122.16 0.5202 0.0 42.616 22.169 Vel = 17.64 L6 0.0 1.682 2E 7.065 11.000 44.242 to 100.0 0.0 7.066 -4.764 L7 122.16 0.5201 0.0 '" 18.066 9.397 Vel = 17.64 L7 0.0 1.682 0.0 9.030 48.875 to 100.0 0.0 0.0 0.0 L8 122.16 0.5203 0.0 9.030 4.698 Vel = 17.64 L8 0.0 6.357 6E 75.378 207.270 53.573 to 100.0 0.0 75.379 0.0 TORW 122.16 0.0008 0.0 282.649 0.226 Vel = 1.23 TORW 0.0 6.357 2E 25.126 7.500 53.799 to 100.0 1 B 8.974 53.842 3.248 BORW 122.16 0.0008 1 Dge 19.742 61.342 0.050 Vel = 1.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C J Final Calculations - Hazen -Williams Superior. Fire Protection, Inc. Page 6 Brightview - Porte Cochere Date 02/02/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes kms" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BORW 0.0 6.357 1 E 12.563 8.000 57.097 to 100.0 1 Zib 0.0 12.563 10.700 ` Fixed loss = 7.452 BKFL 122.16 0.0008 0.0 20.563 0.016 Vel = 1.23 BKFL 0.0 8.27 3E 85.404 300.000 67.813 to 140.0 0.0 85.404 0.0 HOSE 122.16 0.0001 0.0 385.404 0.047 Vel = 0.73 HOSE 100.00 8.27 2E 56.936 300.000 67.860 Qa = 100 to 140.0 0.0 56.936 0.0 UND 222.16 0.0004 0.0 356.936 0.128 Vel = 1.33 UND 0.0 12.34 1 E 42.195 600.000 67.988 to 140.0 0.0 42.195 -2.166 TEST 222.16 0.0001 0.0 642.195 0.034 Vel = 0.60 0.0 222.16 65.856 K Factor= 27.38 1103 17.14 1.049 1 T 3.568 9.540 8.976 K Factor @ node E001 to 100.0 1 E 1.427 4.995 0.0 L1 17.14 0.1370 0.0 14.535 1.992 Vel = 6.36 0.0 17.14 10.968 K Factor= .5.18 1104 16.45 1.049 1 E 1.427 11.080 8.271 K Factor @ node EQ01 to 100.0 0.0 1.427 0.0 1105 16.45 0.1270 0.0 12.507 1.589 Vel = 6.11 1105 17.49 1.049 1T 3.568 1.500 9.860 K Factor @ node EQ02 to 100.0 0.0 3.568 0.0 L2 33.94 0.4850 0.0 5.068 2.458 Vel = 12.60 0.0 33.94 12.318 K Factor= 9.67 1106 18.18 1.049 1T 3.568 9.540 10.097 K Factor @ node EQ01 to 100.0 1 E 1.427 4.995 0.0 L2 18.18 0.1528 0.0 14.535 2.221 Vel = 6.75 0.0 18.18 12.318 K Factor= 5.18 1107 20.92 1.049 1 T 3.568 1.500 13.298 K Factor @ node EQ03 to 100.0 1 E 1.427 4.995 0.0 L3 20.92 0.1982 0.0 6.495 1.287 Vel = 7.77 0.0 20.92 14.585 K Factor = 5.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4' FI AL ... Fire Protection by Computer Design Superior Fire Protection, Inc. 230 Londonderry Turnpike Hooksett, NH 03106 (603) 644-4700 Job Name Brightview Standpipe Building Entire Location 1279 Route 114 / Salem Turnpike System 1 Contract 2012-907 Data File Brightview Standpipe AREA 12.wxf H Of�yjgs s 00MEy1C � C10LIN0 O m Q FIRL ~ROTECTION ,6 No. 41630 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Superior Fire Protection, Inc. Page 1 Brightview Standpipe Date 02/02/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - Brightview Senior Living Date - 02/14/2012 Location - 1279 Route 114 / Salem Turnpike Building - Entire System No. - 1 Contractor - Superior Fire Protection Contract No. - 2012-907 Calculated By - SFP Drawing No. - FP 4 & 5 Occupancy - Senior Living S Y S T E M D E S I G N (X)NFPA 14 Number of Standpipes ( )1 ( )2 (X)3 ( )4 ( ) ( )Other ( )Specific'Ruling Made by Date Flow at Top Most Outlet - 500 Gpm System Type Pres. at Top Most Outlet - 100 Psi (X) Wet ( ) Dry Flow For Ea. Additional Standpipe - 250 Gpm Total Additional Flow - 500 Gpm Elevation at Highest Outlet - 25 Feet Hose Valve Connection (X)1 1/2" (X)2 1/2" Class Service ( )I ( )II (X)III Note:Standpipe calculation based on 150 psi being available at the FDC from the North Andover Fire Dept. pump truck. Calculation Gpm Required 1000 Psi Required 145.716 At FDC Summary C -Factor Used: Overhead 120 Underground 120 W A T E R S U P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - N/A Cap. Time of Test - N/A Rated Cap. Elev. Static (Psi) - 151 @ Psi Residual (Psi) - 150 Elev. Well Flow (Gpm) - 1000 Proof Flow Gpm Elevation - 0 Location: FDC Source of Information: North Andover Fire Dept. pump truck Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 v N O N N O N O O CU 0 .� ca ca 0- ❑ N U M O�- CA BOOM 0 M O O N T IgOO[t T T r N -0 i O caO cA^ E O a) O a) CLLR �❑ C •°EEEEU 0 O N O N O N N ln❑!n: T>v>, W CA U) Cn O* -NN OM ca❑❑❑2❑C/) E CD O O O 0 O M CA T 0z —10< O J O O M O O O T O M M O r T r CD 0 En CD En 11 ca ca a�� _0 o O -V.-0 O N �N� r TCn Cr f O O N � O 0—NN 3:UUU 2:1M O M M N O cD ct N O M O It N U r r r T r r r CP Op (p M N r d W 0 w ❑ m W t" O Cl) O Q Z E ca L c C i� N O m I 9 L / 0 < C/) D ¥ 2 E M f k \ cr c co\ � I � E / £ ] E / N 3 0G) \ \ g 0G? r\ ° o$$ W2 I2 9 0?2 - o%p » G\§ 2 2@G 0 22& (D 93R < =2k 222 r_ Cl) 0 OD }% O n »wS \/ \ \/ � d \f \ f» § wo4 000c ¥ • E -M §Ei2m/ƒ � or c(Doz 0tea&� c>co_CD oe=LLmE oma= tECD En c: 7 ey 75/2EC onw g£ aa��®t o m c e /§ c ��/ECCD O o°° E� 7774$ e \\/\k\f » omm crj f COS /f knE/2G _$ _ E0tee*« e c -� /ƒ/� f FE°E E 0 2 a n n >_0 0 k° k/)\\ o� om W M Li m§J $± ° � E CU = £ 0 §2 E a ®e \2/ 222 / �7\/$2 3 \'k \°�$c� 0-0 /kƒ \ 222 * $ e a) 0) < o @ m - o 2k « < < ±±± E e 7 2 -j § a- E G -e> e n E t oz zzz m = "/ $e /\ -0 m -6=) m�°${co E /% /� ƒ m CZ >o-�± k52k:\ ƒ< \ws322 mI owU (5-ai)E0- L / 0 < C/) D ¥ 2 E M f k \ cr c co\ � I � E / £ ] E / V Pressure / Flow Summary - STANDARD Superior Fire Protection, Inc. Page 4 Brightview Standpipe Date 02/02/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. STP1 25.17 100.0 na 500.0 S1 25.17 105.05 na S2 7.5 114.69 na F1 7.5 133.19 na 250.0 F2 7.5 134.32 na 250.0 TOR 7.5 139.64 na BOR 0.0 145.56 na TEST 0.0 145.72 na The maximum velocity is 33.51 and it occurs in the pipe between nodes STP1 and S1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L-1 Final Calculations - Hazen -Williams Superior Fire Protection, Inc. Brightview Standpipe Page 5 Date 02/02/2012 Hyd. Ref. Qa Dia. "C" Fitting Pipe Pt Pt Point Qt Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv ******* Notes ****** Pf Pn STP1 to 500.00 2.469 1 E 6.0 0.500 100.000 Qa = 500 S1 500.0 120.0 0.7766 0.0 6.000 0.0 S1 0.0 0.0 6.500 5.048 Vel = 33.51 to 4.026 1 E 10.0 17.670 105.048 S2 500.0 120.0 0.0718 0.0 10.000 7.653 S2 0.0 4.26 0.0 27.670 1.986 Vel = 12.60 to 3E 39.501 299.860 114.687 F1 500.0 120.0 0.0545 0.0 39.501. 0.0 F1 250.00 6.357 0.0 339.361 18.500 Vel = 11.25 to 120.0 0.0 69.060 133.187 Qa = 250.00 F2 750.0 0.0164 0.0 0.0 0.0 69.060 0.0 1.135 F2 to 250.00 6.357 4E 70.411 119.710 134.322 Vel = 7.58 Qa = 250.00 TOR 1000.0 120.0 0.0280 0.0 0.0 70.411 0.0 TOR 0.0 6.357 2E 35.205 190.121 7.500 5.319 Vel = 10.11 to BOR 120.0 1 B 12.573 88.013 139.641 3.248 1000.0 0.0280 1S 40.235 95.513 2.673 Vel = 10.11 BOR to 0.0 6.357 0.0 5.500 145.562 TEST 1000.0 120.0 0.0280 0.0 0.0 0.0 0.0 0.0 5.500 0.154 Vel = 10.11 1000.00 145.716 K Factor= 82.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RO INCORPORATED Design and Construction Management Letter of Transmittal PO BOX 4430 MANCHESTER, NH 03108 Ph : (603)623-8811 Tald 'Gerry' A. Brown, CB Transmittal #: 32 ~Town of North Andover, MA Date: 4/3/2012 1600 Osgood Street Job: 20-1582 Brightview North Andover Building 20, Suite 2-36 (Inspector of Buildings) Hours 8:30-10:00 & 1:00-2:00 North Andover, MA 01845 Ph: 978-688-9545 Fax: 978-688-9542 Subject: Stamped & Sealed "Issued for Construction" Drawings & Project Specifications WE ARE SENDING YOU r Attached r Under separate cover via Ground the following items: F7 Shop drawings rf Prints G. Plans r Samples r Copy of letter r Change order r Specifications r Drawings & Specs Lists Document Type Copies Date No. Description Ddrawings Set 1 3/29/12 CS 1 thru ID 2.1 Issued for Construction Plans Project Specifications 1 3/29/12 Divisions 00 thru 14 Issued for Construction Specifications Drawings List 1 3/29/12 6 pages List of Drawings Specifications List 1 3/29/12 4 pages Table of Contents THESE ARE TRANSMITTED as checked below: r For approval r Approved as submitted r Resubmit _ copies for approval For your use r Approved as noted iii Submit _ copies for distribution r As requested ' Returned for corrections rl Return _ corrected prints r For review and comment r Other r7 FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US Remarks: These 'stamped & sealed' "Issued for Construction" drawings and project specifications are issued for your use, review and records. Copy To: Frederick J. McCarthy (Town of North Andover, MA);.Curt Bellavance (Town of North Andover, MA), Raymond E. Howe, Jr. (Pro Con Inc.), Erik D. Anderson (PCI Architects)--,- From: rchitects) From: Brian R. Knox (Pro Con Inc.) Signature: J��--- If enclosures are not as noted, kindly notify us at once. Page 1 of 1 SRO CON r INCORPORATED Design and Construction Management Letter of Transmittal PO BOX 4430 MANCHESTER, NH 03108 Ph: (603)623-8811 To: Frederick J. McCarthy Transmittal #: 31 Town of North Andover, MA Date: 4/3/2012 c/o North Andover Fire Dept. Job: 20-1582 Brightview North Andover 124 Main Street (Lt. Fire Prevention Officer) Hours: 12:30-2:00 North Andover, MA 01845 Ph: 978-688-9590 Fax: 978-688-9594 Subject: Stamped & Sealed "Issued for Construction" Drawings & Project Specifications WE ARE SENDING YOU r Attached I✓i Under separate cover via Ground the following items: r Shop drawings C Prints G Plans r Samples r Copy of letter I -i Change order C Specifications rv-- Drawings & Specs Lists Document Type Copies Date No. Description Drawing Set 1 3/29/12 CS1 thru ID 2.1 Issued for Construction Plans Project Specifications 1 3/29/12 Divisions 00 thru 14 Issued for Construction Specifications Drawings List 1 3/29/12 6 pages List of Drawings Specifications List 1 3/29/12 4 pages Table of Contents THESE ARE TRANSMITTED as checked below: r For approval r Approved as submitted G For your use r Approved as noted G As requested r Returned for corrections G For review and comment r Other G Resubmit _ copies for approval r Submit_ copies for distribution C Return _ corrected prints ❑ FOR BIDS DUE G PRINTS RETURNED AFTER LOAN TO US Remarks: These'stamped & sealed' "Issued for Construction" drawings and project specifications are issued for your use, review and records._ - Copy To:;�Gerald_'Gerry'-A. Brown, CBO..(To_w_n of North Andover, MA), Curt Bellavance (Town of North Andover, MA), Raymond E. Howe, Jr. (Pro Con Inc.), Erik D. Anderson (PCI Architects) —_J From: Brian R. Knox (Pro Con Inc.) Signature: ` 4� e4A,1, , -5 P11=, - If enclosures are not as noted, kindly notify us at once. Page 1 of 1 Brightview North Andover North Andover, MA Project #301112 PRO CON�;� INCORPORATED Design and Contraction Management ARCHITECTURE SECTION 00 0115 List of Drawings Project Specification Revised March 29, 2012 Issued For Construction Sheet # Description Issue Date BY COVER SHEET: CSl Cover Sheet 03/29/12 PCIA CS2 Code/ Information Sheet 03/29/12 PCIA LS1 First Floor Life Safety Plan 03/29/12 PCIA LS2 Second Floor Life Safety Plan 03/29/12 PCIA LS3 Third Floor Life Safety Plan 03/29/12 PCIA LS4 Fourth Floor Life Safety Plan 03/29/12 PCIA CIVIL DRAWINGS (by Marchionda Associates L.P.) 1 Cover Sheet 03/29/12 MA 2 Legend and Notes 03/29/12 MA 3 Existing Conditions Plan 03/29/12 MA 4 Overall Layout Plan (80 -scale) 03/29/12 MA 5 Layout Plan (40 -scale) 03/29/12 MA 6 Grading and Drainage Plan (40- scale) 03/29/12 MA 7 Utility Plan (40 -scale) 03/29/12 MA 8 Plan and Profile 03/29/12 MA 9 Plan and Profile 03/29/12 MA 10 Plan and Profile 03/29/12 MA 11 Open Space Plan 03/29/12 MA 12 Wetland Replication Areas 03/29/12 MA 13 Constr. Period Erosion & Sedimentation Control Plan 03/29/12 MA 14 Details 03/29/12 MA 15 Details 03/29/12 MA 16 Details 03/29/12 MA 17 Details 03/29/12 MA 18 Details 03/29/12 MA 19 Details 03/29/12 MA LANDSCAPE DRAWINGS (by Blair Hines Design Associates) L-01 Materials & Layout Plan 03/29/12 BHD L-02 Materials & Layout Plan 03/29/12 BHD L-03 Grading Plan 03/29/12 BHD L-04 Grading Plan 03/29/12 BHD L-05 Planting Plan 03/29/12 BHD L-06 Planting Plan 03/29/12 BHD Section 1112_000115 List of Drawings Page 1 of 6 Brightview North Andover PRO CONS'. Project Specification INCORPORATED ` Revised March 29, 2012 North Andover, MA Design and Constriction Management Project #301112 Issued For Construction ARCHITECTURE Sheet # Description Issue Date By L-07 Planting Plan 03/29/12 BHD L-08 Planting Plan 03/29/12 BHD L-09 Planting Plan 03/29/12 BHD L-10 Planting Plan 03/29/12 BHD LP -1 Lighting Plan 03/29/12 BHD LD -1 Landscape Details 03/29/12 BHD LD -2 Landscape Details 03/29/12 BHD LD -3 Landscape Details 03/29/12 BHD STRUCTURAL DRAWINGS (by Pro Con, Inc.) S0.1 Structural General Notes and Design Criteria 03/15/12 PCIA S0.2 Structural Schedules and Notes 03/15/12 PCIA S0.3 Column Schedule 03/15/12 PCIA S0.4 Base Plate and Anchor Bolt Details 03/15/12 PCIA S1.1 Overall Foundation Plan 03/15/12 PCIA Sl.la Foundation Plan - Area "A" 03/15/12 PCIA Sl.lb Foundation Plan - Area `B" 03/29/12 PCIA S1.1c Foundation Plan - Area "C" 03/15/12 PCIA S1.2 Overall Second Floor Framing Plan 03/15/12 PCIA S1.2a Second Floor Framing Plan - Area "A" 03/29/12 PCIA S1.2b Second Floor Framing Plan - Area `B" 03/29/12 PCIA S1.2c Second Floor Framing Plan - Area "C" 03/15/12 PCIA S1.3 Overall Third Floor Framing Plan 03/15/12 PCIA S 1.3a Third Floor Framing Plan - Area "A" 03/29/12 PCIA S1.3b Third Floor Framing Plan - Area `B" 03/29/12 PCIA S1.3c Third Floor Framing Plan - Area "C" 03/15/12 PCIA SIA Overall Fourth Floor Framing Plan 03/15/12 PCIA S1.4a Fourth Floor Framing Plan - Area "A" 03/29/12 PCIA S1.4b Fourth Floor Framing Plan - Area `B" 03/29/12 PCIA S1.4c Fourth Floor Framing Plan - Area "C" 03/15/12 PCIA S1.5 Overall Roof Framing Plan 03/15/12 PCIA S 1.5a Roof Framing Plan - Area "A" 03/15/12 PCIA S 1.5b Roof Framing Plan - Area `B" 03/15/12 PCIA S1.5c Roof Framing Plan - Area "C" 03/15/12 PCIA S2.1 Foundation Sections 03/15/12 PCIA S2.2 Foundation Sections 03/15/12 PCIA S2.3 Foundation Sections 03/15/12 PCIA S2.4 Foundation Sections 03/15/12 PCIA S2.5 Anchor Bolt Layouts 03/15/12 PCIA S3.1 C.M.U. Framing Details 03/15/12 PCIA Section 1112 000115 List of Drawings Page 2 of 6 Brightview North Andover PRO CONS'. Overall First Floor Plan Project Specification INCORPORATED . ` North Andover, MA Design and Construction Management Al.la Revised March 29, 2012 Project #301112 PCIA Issued For Construction ARCHITECTURE 03/29/12 PCIA Sheet # Description Issue Date By S4.1 Wood Framing Sections 03/15/12 PCIA S4.2 Wood Framing Sections & Elevations 03/15/12 PCIA S5.1 Steel Framing Sections 03/29/12 PCIA S5.2 Steel Framing Sections 03/29/12 PCIA S5.3 Steel Framing Sections 03/15/12 PCIA S5.4 Steel Framing Sections 03/15/12 PCIA S5.5 Brace Frame Elevations & Details 03/15/12 PCIA S5.6 Steel Framing Sections 03/15/12 PCIA S6.1 Shearwall Sections 03/15/12 PCIA ARCHITECTURAL DRAWINGS (by Pro Con, Inc.) Al.I Overall First Floor Plan 03/29/12 PCIA Al.la Partial First Floor Plan 03/29/12 PCIA Al.lb Partial First Floor Plan 03/29/12 PCIA A1.2 Overall Second Floor Plan 03/29/12 PCIA A1.2a Partial Second Floor Plan 03/29/12 PCIA A1.2b Partial Second Floor Plan 03/29/12 PCIA A1.3 Overall Third Floor Plan 03/29/12 PCIA A1.3a Partial Third Floor Plan 03/29/12 PCIA A1.3b Partial Third Floor Plan 03/29/12 PCIA AIA Overall Fourth Floor Plan 03/29/12 PCIA Al Aa Partial Fourth Floor Plan 03/29/12 PCIA Al Ab Partial Fourth Floor Plan 03/29/12 PCIA A1.5 Overall Roof Plan 03/29/12 PCIA A1.5a Partial Roof Plan 03/29/12 PCIA A1.5b Partial Roof Plan 03/29/12 PCIA A2.la Partial Enlarged First Floor Common Area 03/29/12 PCIA A2.lb Partial Enlarged First Floor Common Area 03/29/12 PCIA A2.2a Partial Enlarged Second Floor Common Area 03/29/12 PCIA A2.2b Partial Enlarged Second Floor Common Area 03/29/12 PCIA A2.2c Partial Enlarged Second Floor Common Area 03/29/12 PCIA A2.3 Enlarged Third Floor Common Areas 03/29/12 PCIA A2.4 Enlarged Fourth Floor Common Areas 03/29/12 PCIA A2.5 AL Small Studio Plans & Elevations 03/29/12 PCIA A2.6 AL Studio Plans & Elevations 03/29/12 PCIA A2.7a AL Studio Deluxe Plans & Elevations 03/29/12 PCIA A2.7b AL Studio Deluxe Plans & Elevations 03/29/12 PCIA A2.8 AL Companion Suite Plans & Elevations 03/29/12 PCIA A2.9a AL One Bedroom Plans & Elevations 03/29/12 PCIA Section 1112 000115 List of Drawings Page 3 of 6 Brightview North Andover PRO CONK Project Specification INCORPORATED Revised March 29, 2012 North Andover, MA Design and construction Management Issued For Construction Project #301112 ARCHITECTURE Sheet # Description Issue Date By A2.9b AL One Bedroom Plans & Elevations 03/29/12 PCIA A2.9c AL One Bedroom Plans & Elevations 03/29/12 PCIA A2.10 AL Two Bedroom Plans and Elevations 03/29/12 PCIA A2.11 AZ Small Studio Plans & Elevations 03/29/12 PCIA A2.12a AZ Studio Plans & Elevations 03/29/12 PCIA A2.12b AZ Studio Plans & Elevations 03/29/12 PCIA A2.13a AZ Studio Deluxe Plans & Elevations 03/29/12 PCIA A2.13b AZ Studio Deluxe Plans & Elevations 03/29/12 PCIA A2.14 AZ Companion Suite Plans & Elevations 03/29/12 PCIA A2.15a IL Studio Plans & Elevations 03/29/12 PCIA A2.15b IL Studio Plans & Elevations 03/29/12 PCIA A2.16a IL One Bedroom Plans & Elevations 03/29/12 PCIA A2.16b IL One Bedroom Plans & Elevations 03/29/12 PCIA A2.17a IL One Bedroom w/ Den Plans & Elevations 03/29/12 PCIA A2.17b IL One Bedroom w/ Den Plans & Elevations 03/29/12 PCIA A2.17c IL One Bedroom w/ Den Plans & Elevations 03/29/12 PCIA A2.18 IL One Bedroom 1 %2 Bath Plans & Elevations 03/29/12 PCIA A2.19 IL Two Bedroom 1 V2 Bath Plans & Elevations 03/29/12 PCIA A2.20a IL Two Bedroom, Two Bath Plans & Elevations 03/29/12 PCIA A2.20b IL Two Bedroom, Two Bath Plans & Elevations 03/29/12 PCIA A2.20c IL Two Bedroom, Two Bath Plans & Elevations 03/29/12 PCIA A2.50 Decorative Light Fixture Schedule 03/29/12 PCIA A2.51a Partial First Floor Reflected Ceiling Plan "A" & `B" 03/29/12 PCIA A2.51b Partial First Floor Reflected Ceiling Plan "C" 03/29/12 PCIA A2.52a Partial Second Floor Reflected Ceiling Plan "A" & `B" 03/29/12 PCIA A2.52b Partial Second Floor Reflected Ceiling Plan "C" 03/29/12 PCIA A2.53a Partial Third Floor Reflected Ceiling Plan "A" 03/29/12 PCIA A2.53b Partial Third Floor Reflected Ceiling Plan `B" 03/29/12 PCIA A2.54a Partial Fourth Floor Reflected Ceiling Plan "A" 03/29/12 PCIA A2.54b Partial Fourth Floor Reflected Ceiling Plan `B" 03/29/12 PCIA A3.1 Exterior Elevations 03/29/12 PCIA A3.2 Exterior Elevations 03/29/12 PCIA A3.3 Exterior Elevations 03/29/12 PCIA A4.1 Building Sections 03/29/12 PCIA A4.2 Building Sections 03/29/12 PCIA A4.3 Building Sections 03/29/12 PCIA A4.10 Wall Sections 03/29/12 PCIA A4.11 Wall Sections and Details 03/29/12 PCIA A4.12 Wall Sections and Details 03/29/12 PCIA Section 1112 000115 List of Drawings Page 4 of 6 Brightview North Andover PRO CONI,' Project Specification INCORPORATED `� North Andover, MA Design and Construction Management, Revised March 29 2012 Project #301112 Issued For Construction ARCHITECTURE Sheet # Description Issue Date By A4.13 Wall Sections 03/29/12 PCIA A4.14 Wall Sections and Details 03/29/12 PCIA A4.15 Wall Sections 03/29/12 PCIA A4.30 Enlarged Plan Details 03/29/12 PCIA A4.40 Enlarged Section Details 03/29/12 PCIA A4.50 Enlarged Roof Section Details 03/29/12 PCIA A4.51 Enlarged Roof Section Details 03/29/12 PCIA A4.60 Fire Rated Assemblies and Wall Partition Types 03/29/12 PCIA A4.61 Fire Rated Assemblies and Wall Partition Types 03/29/12 PCIA A4.62 Fire Rated Assemblies and Wall Partition Types 03/29/12 PCIA A4.63 Fire Rated Assemblies and Wall Partition Types 03/29/12 PCIA A5.1 Stair #1 Plans and Section 03/29/12 PCIA A5.2 Stair #2 Plans and Section 03/29/12 PCIA A5.3 Stair #3 Plans and Section 03/29/12 PCIA A5.4 Stair #4 Plans and Section 03/29/12 PCIA A5.5 Elevator Plans and Trash Chute Section 03/29/12 PCIA A5.6 Elevator Sections 03/29/12 PCIA A5.7 Stair, Elevator and Trash Chute Details 03/29/12 PCIA A6.1 Door Schedule 03/29/12 PCIA A6.2 Enlarged Door Details 03/29/12 PCIA A6.3 Window Schedule and Enlarged Details 03/29/12 PCIA A6.4 Window Flashing Installation Sequence 03/29/12 PCIA A6.5 PTAC Sections and Details 03/29/12 PCIA A7.1 Interior Elevations 03/29/12 PCIA A7.2 Interior Elevations 03/29/12 PCIA A7.3 Interior Elevations 03/29/12 PCIA A7.4 Interior Elevations 03/29/12 PCIA A7.5 Interior Elevations 03/29/12 PCIA A7.6 Enlarged Plans 03/29/12 PCIA A7.7 Millwork Sections and Interior Details 03/29/12 PCIA A7.8 Millwork Sections 03/29/12 PCIA A7.9 Enlarged Fireplace Plans and Sections 03/29/12 PCIA Section 1112 000115 List of Drawings Page 5 of 6 Brightview North Andover PRO CONi,�Project Specification ' INCORPORATED North Andover, MA Design and Constniction Management Revised March 29, 2012 Project #301112 Issued For Construction ARCHITECTURE Sheet # Description Issue Date By MISCELLANEOUS DRAWINGS EL -100 Food Service Equipment Layout and Schedule 02/02/12 BSC EL -200 Food Service Equipment Layout and Schedule 02/02/12 BSC INTERIOR DESIGN DRAWINGS (by Aumen Asner, Inc.) ID 1 Finish Schedule 03/29/12 AA ID 2.1 First Floor Finishes Plan 03/29/12 AA MECHANICAL DRAWINGS Design/Build TBD FIRE PROTECTION DRAWINGS Design/Build TBD PLUMBING DRAWINGS: Design/Build TBD ELECTRICAL DRAWINGS: Design/Build TBD FIRE ALARM DRAWINGS: Desim/Build TBD END OF SECTION Section 1112_000115 List of Drawings Page 6 of 6 r Brightview North Andover North Andover, MA Project #301112 PRO COMi(� INCORPORATED Design and Construction Management ARCHITECTURE SECTION 00 0110 TABLE OF CONTENTS Project Specification Revised March 29, 2012 Issued For Construction Division # Section # Title Issue Date Revision Date Note: content that has been revised is noted with bold text throughout this specification. INTRODUCTORY INFORMATION 00 010 1 Title Page 12/20/2011 03/29/2012 0001 10 Table of Contents 12/20/2011 03/29/2012 0001 15 List of Drawings 12/20/2011 03/29/2012 DIVISION 01- GENERAL REQUIREMENTS 01 00 00 Project Summary and General Requirements 12/20/2011 03/29/2012 01 31 19 Pre Installation Criteria 12/20/2011 03/29/2012 01 3300 Submittals and Substitutions 12/20/2011 01 41 00 Building Code Review 12/20/2011 03/29/2012 01 50 00 Construction Facilities 12/20/2011 03/29/2012 01 66 00 Materials and Equipment 12/20/2011 01 74 00 Construction Cleaning 12/20/2011 01 77 00 Closeout Procedures 12/20/2011 03/29/2012 DIVISION 02 - SITE CONSTRUCTION/LANDSCAPING 02 80 00 Site Improvements (By Blair Hines Associates, LLC) 12/20/2011 02 92 00 Lawns (By Blair Hines Associates, LLC) 12/20/2011 02 93 00 Landscaping (By Blair Hines Associates, LLC) 12/20/2011 02 93 50 Irrigation (By Blair Hines Associates, LLC) 12/20/2011 DIVISION 03 - CONCRETE 03 30 00 Cast -in-place Concrete 12/20/2011 03/29/2012 03 54 13 Gypsum Cement Underlayment 12/20/2011 DIVISION 04 - MASONRY 04 20 00 Masonry 12/20/2011 03/29/2012 0421 13 Thin -brick System 12/20/2011 Page 1 of 4 Section 1112 000110 TOContents r P Brightview North Andover North Andover, MA Project #301112 PRO CONS;& INCORPORATED Design and Construction Management ARCHITECTURE Project Specification Revised March 29, 2012 Issued For Construction Division # Section # Title Issue Date Revision Date DIVISION 05 - METALS Prefabricated Wood Floor & Roof Trusses 05 1200 Structural Steel 12/20/2011 05 21 00 Steel Joist Framing 12/20/2011 05 31 00 Steel Deck 12/20/2011 05 40 00 Cold Formed Metal Framing 12/20/2011 05 50 00 Miscellaneous Metal 12/20/2011 05 52 00 Handrails and Railings 12/20/2011 DIVISION 06 - WOOD AND PLASTICS 06 10 00 Rough Carpentry and Sheathing 12/20/2011 06 17 53 Prefabricated Wood Floor & Roof Trusses 12/20/2011 06 20 00 Finish Carpentry 12/20/2011 03/29/2012 06 40 00 Architectural Woodwork 12/20/2011 03/29/2012 066300 Posts, Railings and Decking 12/20/2011 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 10 00 Damp Proofing & Waterproofing 12/20/2011 07 21 00 Building Insulation 12/20/2011 07 27 00 Air/Moisture Barriers 12/20/2011 0731 13 Asphalt Roof Shingles 12/20/2011 0741 13 Metal Roofing 12/20/2011 07 46 33 Vinyl Siding & Trim 12/20/2011 07 46 46 Fiber -Cement Siding/Panels 12/20/2011 075300 EPDM Membrane Roofing 12/20/2011 07 62 00 Sheet Metal Flashing & Trim 12/20/2011 07 72 00 Roof Accessories 12/20/2011 07 81 00 Applied Fireproofing 12/20/2011 07 84 00 Firestopping 12/20/2011 07 84 43 Fire -Resistive Joint Systems 12/20/2011 07 92 00 Joint Sealants 12/20/2011 07 95 00 Expansion Control 03/29/2012 DIVISION 08 — OPENINGS (DOORS AND WINDOWS) 08 11 13 Hollow Metal Doors and Frames 12/20/2011 08 14 00 Wood and Fiberglass Doors 12/20/2011 03/29/2012 08 1433 Stile and Rail Wood Entry Doors 12/20/2011 03/29/2012 Page 2 of 4 Section 1112 000110 TOContents f Gypsum Board Assemblies 12/20/2011 03/29/2012 09 22 16 PRO CON+ 12/20/2011 Brightview North Andover INCORPORATED Project Specification North Andover, MA Design and Construction Management Revised March 29, 2012 Project #301112 ARCHITECTURE Issued For Construction Division # Section # Title Carpet Issue Date Revision Date 08 31 00 Access Doors and Panels FR Paneling 12/20/2011 08 53 00 Vinyl Windows Painting 12/20/2011 08 71 00 Door Hardware High Performance Coatings 12/20/2011 08 80 00 Glazing 12/20/2011 08 90 00 Louvers & Vents 12/20/2011 DIVISION 09 — FINISHES 0921 16 Gypsum Board Assemblies 12/20/2011 03/29/2012 09 22 16 Non -Load Bearing Steel Framing 12/20/2011 09 30 13 Ceramic Tile 12/20/2011 09 51 23 Acoustical Panel Ceilings 12/20/2011 03/29/2012 09 65 00 Resilient Flooring 12/20/2011 09 68 00 Carpet 12/20/2011 09 77 30 FR Paneling 12/20/2011 09 90 00 Painting 12/20/2011 09 96 00 High Performance Coatings 12/20/2011 DIVISION 10 — SPECIALTIES 10 20 00 Building Specialties & Commercial Laundry Equip. 12/20/2011 10 28 00 Toilet & Bath Accessories 12/20/2011 10 31 00 Manufactured Fireplaces 12/20/2011 10 44 00 Fire Protection Specialties 12/20/2011 10 55 00 Postal Specialties 12/20/2011 DIVISION 11— EQUIPMENT 113100 Appliances 12/20/2011 03/29/2012 11 40 00 Food Service Equipment 12/20/2011 DIVISION 12 — FURNISHINGS 12 35 30 Residential Casework 12 48 00 Entrance Floor Mats and Frames 12/20/2011 12/20/2011 DIVISION 13 - SPECIAL CONSTRUCTION Not Used. Section 1112 000110 TOContents Page 3 of 4 PRO CON# Brightview North Andover INCORPORATED Project Specification Design and Construction Management North Andover, MA Revised March 29, 2012 Project #301112 ARCHITECTURE Issued For Construction Division # Section # Title Issue Date Revision Date DIVISION 14 - CONVEYING SYSTEMS 14 24 00 Hydraulic Elevators 12/20/2011 03/29/2012 14 91 82 Trash Chute 12/20/2011 DIVISION 21— FIRE SUPPRESSION 21 00 00 BY DESIGN -BUILD ENGINEER DIVISION 22 — PLUMBING 22 00 00 BY DESIGN -BUILD ENGINEER DIVISION 23 — MECHANICAL 23 50 00 General MEP/FP Criteria 12/20/2011 03/29/2012 DIVISION 26 — ELECTRICAL 26 00 00 BY DESIGN -BUILD ENGINEER APPENDICES Al Geotechnical Report A2 Geotechnical Supplemental Report B Wetland and Buffer Zone Mitigation Plan C MEP -FP Narrative D Responsibility Matrix 12/20/2011 12/20/2011 12/20/2011 12/20/2011 03/29/2012 END OF TABLE OF CONTENTS Section 1112 000110 TOContents Page 4 of 4 PRO CON1/0 PO BOX 4430 INCORPORATED, MANCHESTER, NH 03108 Design and Construction Management Ph : (603)623-8811 Letter of Transmittal To: Gerald 'Gerry' A. Brown, CBO? Transmittal #: 11 Town of North Andover, MA Date: 2/27/2012 1600 Osgood Street Job: 20-1582 Brightview North Andover Building 20, Suite 2-36 (Inspector of Buildings) Hours 8:30-10:00 & 1:00-2:00 North Andover, MA 01845 Ph: 978-688-9545 Fax: 978-688-9542 Subject: Fire Suppression Systems Design Drawings, Calculations, Narrative & Prod. Data Submittals WE ARE SENDING YOU r Attached r Shop drawings r Prints r Copy of letter G Change order F7 Under separate cover via Mail the following items: r Plans r Samples G Specifications r Other Document Type Copies Date No. Description Submittal 1 2/27/12 210000-1 Rev 0 Fire Suppression Systems Design Drwgs, Hydraulic Calcs, Desi n Narrative & Prod Data r Returned for corrections r Return _ corrected prints r For review and comment r THESE ARE TRANSMITTED as checked below: r For approval r Approved as submitted r Resubmit _ copies for approval r For your use r_J Approved as noted 17-1 Submit _ copies for distribution r As requested r Returned for corrections r Return _ corrected prints r For review and comment r Other ❑ FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US Remarks: These fire suppression systems design -build design drawings, design narrative, hydraulic calculations & materials/equipment product data information submittals are issued / submitted for your use and records. Note: This fire suppression trade contractor has submitted the same submittal package to the Town of North Andover Fire Dept. for review, approval and requesting an initial permit. Copy To: Joe Downey (PCI Architects), Erik D. Anderson (PCI Architects), Frederick J. McCarthy (Town of North Andover, MA) From: Brian R. Knox (Pro Con Inc.) Signature: 5 If enclosures are not as noted, kindly notify us at once. Page 1 of 1 P.R0:1CON`o INCORPORATED Design and Construction Management Job: 20-1582 Brightview North Andover Brightview Senior Living 1275 Turnpike Road North Andover, MA 01862 Submittal Spec Section No: 210000 Submittal No: 1 Revision No: 0 Sent Date: 2/27/2012 Due Date: 3/9/2012 PO BOX 4430 MANCHESTER, NH 03108 Ph: (603)623-8811 Spec Section Title: Fire Suppression (D -B) Submittal Title: Fire Suppression Systems Design Drwgs, Hydraulic Calcs, Design Narrative & Prod Data Contractor: PRO CON, INC. n / Architect (Third): -c-� PCI Architects Joe Downey d Contractor's Stamp Pro Con, Incorpog ated Approved for Submission A5 I,107 -to Spec Z10000-1 Date: 27 FEla1 ' Sig Architect's Stamp Engineer's Stamp Superior Fire Protection 230 Londonderry Turnpike Hooksett, NH 03106 Phone: (603) 644-4700 * Fax: (603) 644-8700 LETTER OF TRANSMITTAL Company: North Andover Fire Dept. Date 02/23/12 124 Main Street North Andover Ma Attention: Fire Prevention WE ARE SENDING YOU: ® Attached ❑ In accordance with your request ❑ Under separate cover view By: Eddy S. Caron Project: Brightview Subject: Fire Protection THE FOLLOWING ITEMS: ® Shop Drawings ❑ Drawings ❑ Design Affidavit ® Product Submittals ❑ Closeout Documents ❑ Change Order ® Hydraulic Calculations ❑ Operation & Maintenance Manuals THESE ARE TRANSMITTED: ® For approval ❑ Revised ❑ Deliver in hand ® For your use ❑ Approved as noted ❑ UPS, FedEx ❑ As requested ❑ Returned for corrections ❑ U.S.P.S. ❑ For review and comment ❑ Re -submit copies for approval ❑ For bids due ❑ Submit copies for distribution ❑ Plans ❑ Letters Copies Date No. scription" Hydraulic Product THANK YOU, EDDY S. CARON SUPERIOR FIRE PROTECTION