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• ABBOTT ABBOTT Submittal Transmittal RECEIVED a Delivered Via Email APR O 2014 Transmitted For Approval CITY OF IIGARD Date: 02/2012014 Reference Number: 048 INR OI JISION 63097 Whole Foods Market Greenway TI 12220 SW Scholls Ferry Road Tigard.OR 97223 Transmitted To: John Borer Transmitted From: Casey Reeves Cushing Terrell Architects ABBOTT Construction Inc. 200 W Mercer Street,STE.503 3408 1st Ave S.Suite 101 Seattle.WA 98119 Seattle,WA 98134 Tel:206.467.8500 Fax:206.447.1885 Qty Submittal Package No Description Due Date Package Action 001 048-211000-01 Farr Spnnkle'P,ev.c<I 2/25/2014 For Approval Items Qty Description Notes Item Action 001 001 Revised Shop Drawing For Approval 002 001 Revised Calculations For Approval For Approval Cc: Company Name Contact Name Copies Notes ABBOTT Ryan Sexton 1 ABBOTT Casey Reeves 1 ABBOTT Rico Guillermo 1 ABBOTT Randy Woynowskie 1 ABBOTT Chris Wiberg 1 VLMK Engineers Jason Sahlin 1 Cushing Terrell John Borer 1 Whole Foods Market Larry Rush 1 Remarks: See page 2 for review comments. -John Borer CUSHING TERRELL Signature Signed Date CUSH ING ■ TERRELL PIONEERING ENVIRONMENTS SHOP DRAWINGS REVIEW PROJECT: Tenant Improvement PROJECT REFERENCE WFGNW Whole Foods Market— Greenway 12220 SW Scholls Ferry Road DATE: 02.28.2014 Tigard, Oregon 97223 TO: J.R. Abbott Construction 307 SE Hawthorne Avenue, Suite 150 Portland, Oregon 97214 ATTN: Ryan Sexton FROM: John Borer, Cushing Terrell Copies Description Specification Action Section 1 2 3 4 1 (via Fire Sprinkler Revised Shop Drawings 211313 X email) Action: 1. Approved 2. Approved as Corrected 3. Not Approved 4. Revise and Resubmit Remarks: • Refer to previous email verification of finishes from the architect. • Cushing Terrell will bring to the attention of the owner that the performance specifications for the fire sprinkler system describe a dry pipe system for the exterior seating area and canopies. Although Cushing Terrell recommends a dry pipe system the fire sprinkler system is being delivered as a design-build effort by another designer-of-record and thus the anti-freeze system as shown will be acceptable provided it meets all code and jurisdictional requirements. Cushing Terrell recommends the dry pipe system because improperly mixed ratios of the anti- freeze solution can become flammable. Of particular note, NFPA 13 requires specific safety procedures be followed with respect to the use and maintenance of anti-freeze systems. Compliance with these safety procedures is the responsibility of the design-build contractor to follow during the installation of the system. Architect's review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site,for information that pertains solely to the fabrication processes or the techniques of construction,and the coordination of the work of all trades. COPIES TO: (with enclosures) ❑ (See Submittal Transmittal) ❑ ❑ ❑ o ❑ o ❑ j:\jobs\whole foods\wfgnw\ca\submittals\unreviewed1048 02.20.14 fire sprinkler revised\2014.02.28 wfgnw submittal 048 fire sprinkler revised_ctcomments.doc Page 1 200 West Mercer Street Suite 503 Seattle,Washington 98119 206.282.6222 Fax: 206.282. 7350 http://www.cushingterrell.com E-mail:info @ctagroup.com -0- --T --T-0- V V 0 V T 0 0 0 0 a FROZEN !1:9° 157 -0- rr---- -0- --ff= fl V z -0 -0 -0 -0 V '• ■■• 0- 0- 0- -0- GROCERY 56 -I V n Ii 4=�_ Hydraulic Overview I Job Number:SC1077 1°37 f s - Report Description:Light Hazard Des9n Engineer SC1077 D.T.Fluit Job Name: Phone FAX WHOLE FOODS MARKET Address I Slate CedSIalleNLioanee Number GREENWAY TOWN CENTER CCB 104570 Address 2 Add 12220 SW SCHOLLS FERRY ROAD CITY OF TIGARD Address 3 Job Sltelsuldmg TIGARD,OREGON 97223 OUTDOOR SEATING System Density Area ofAppecatmn 0.100gpm/ft2 1500.00ft2(Actual 535.44ft2) Mom Demanding Sprinkler Data Hose Strome 5.6 K-Factor 14.82 at 7.000 250.00 Coverage Per Sprinkler Number Or Sprinklers Calculated 100.00ft2 5 System Pressure Demand System Flow Demand 46.672 85.86 Total Demand Pressure Result 335.86 @ 46.672 +24.527(34.4%) Darcy-Weisbach equation is being used. Supplies Check Point Gauges Node Name Flow(opm) Hose Flow(ci m) Static(psi) Residual(psii Identifier Pressure(psi) K-Factor(K) Flow(gpm) 12 Water Supply 1300.00 250.00 72.000 60.000 Performance Specifications call for a dry-pipe system; see comments page 2. SC1077-add mezz.cad Water Supply at Node 12(1300.00,250.00,72.000,60.000) 100 90 - 80 Static Pressure 72.000 i_. 70 --- I',,11■ 1300.00 @ 60.000 2 2.67 @ 50.709 illiiii..._ 1 r 342.67 with hose streams . F=`—I_- 30 ystem demand curvc ILL �---_-_- .__T_ .�._- 20 ' i l ` 1t `� __ _ _r r r t 10 r—.r- f�`I—�=aka=".;<.—,r"-"`ity -= o 111111111 111111111 111111111 111111111 11111111 I 111111111 111111111 Zbi00T /50' 1250 1500 1750 2000 2250 2500 Water flow,gpm k,©M E.P CAD.Inc M AutoSPRINK®VR10 v10.0.54.0 Darcy-Weisbach Calculation 2/20/2014 12:23:31 PM Page 1 [Hydraulic Summary Job Number SC1077 Report Description: Light Hazard Job Job Number Uevgn Engineer SC1077 D.T.Fluit Job Name: Stain CedYUatorvLbnse Number - WHOLE FOODS MARKET CCB 104570 Address t AHJ -- ------ GREENWi4Y TOWN CENTER CITY OF TIGARD Address 2 Job Snefetaldng 12220 SW SCHOLLS FERRY ROAD OUTDOOR SEATING Address 3 pawns Name TIGARD,OREGON 97223 SC1077-add mezz.cad Most Demanding Sprinkle.Data _... Occupancy Jab am. 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Deredy Ares el AppifAlpa 250.00 0.100gpm/tt2 1500.008=(Actual 535.44ft2) Additional Hose Supplies Number Of Spnrters Calculeled Coverage Pet Swink... N4k FIow(aom). 5 100.00ftr AuoP.ak Rewrite Presume For Remote Ate.).)Adpom To Most Remote Area Total Hose amine 250.00 System Flow Demand Total Meter Required(Including Hose Allowance) 85.86 335.86 Maximum Pressure UnbeYnce In Loops 0.000 Maximum Velocity Above Ground 11.22 between nodes 203 and 202 Maximum Velocity Under Ground Volume capacity of AmifremeJOmer Pipes 0.89 between nodes 12 and 11 0.00gal Volume dowdy of IMP Pipes Volume capacity of Dry Pipes 1050.15ga1 Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (qpm) (psi) (psi) (gpm) (psi) (qpm) (psi) (psi) 12 Water Supply 250.00 72.000 60.000 I 1300.00 71.166 I 342.67 50.709 20.458 Darcy-Weisbach equations are being used because the system requires special Description:Water/Antifreeze 0°F/-18°C.50%Glycerine(C.P.or U.S.P.96.5%)by design considerations. The Darcy-Weisbach formula used in this hydraulic weight calculation to determine fluid/agent friction loss is: P=0.000216 flp(Q^2)/(d^5) Product Name: Friction Loss factors are derived from the Moody Diagram. Antifreeze solution in pipes within or passing through: Reynolds Number is calculated using:Re=Q/d/k Cold Areas: Warm Areas: Relative Roughness of Pipe is e/D Density:71.4801b/ft' Density:70.3131b/ft' K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being Viscosity:44.000cP Viscosity:6.000cP discharged(Bernoulli-based formula). NFPA Suggested Aged Pipe Roughness is being applied. C-Factors are not relevant to this type of calculation.These are replaced with the Roughness e-value for the pipe. Contractor Number Corned Name Contact Title SC1077 Darrell Fluit PM/Designer Nem.of Contractor. Phan. Extension Western States Fire Protection Co. 503-305-3007 Address I FAA 13896 Fir Street,Suite B 503-657-5182 Address 2 Emit Oregon City,OR 97045 darrell.fluit@wsfp.us Address 3 web-Sage www.wsfp.com (,,©M.E.P.CAD,Inc. AutoSPRINK®VR10 v10.0.54.0 Darcy-Weisbach Calculation 2/20/2014 12:23:37PM Page 2 r- Hydraulic Graph Job Number:SC1077 ` Report Description:Light Hazard Water Supply at Node 12 100 90 80 - Static Pressure 72.000 70 60 1300.00 60.000 92.67 50.709 50 342.67 with hose streams to N 40 30--System demand curve 20 10 0 tmuni00 U U i i i i i i l i t t l I l l 111111111 B i l l t i l i 1 1 1 1 1 1 1 i I [ ' I t ' l l ! ! 1 1 1 1 1 1 1 1 I 250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 12 Static Pressure 72.000 Residual.Pressure 60.000 @ 1300.00 Available Pressure at Time of Test 71.166 @ 342.67 System Demand 50.709 @ 92.67 System Demand(Including Hose Allowance at Source) 50.709 @ 342.67 ©M.E.P.CAD,Inc. AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12:23:40PM Page 3 'di Summary Of Outflowing Devices II Job Number SC1077 Report Description Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device Mum) (qpm) (K) WWI C Sprinkler 201 16.00 16.00 5.6 8.163 _ Sprinkler 202 16.64 16.00 5.6 8.827 Sprinkler _ 203 18.98 16.00 5.6 _ 11.487 Sprinkler 204 20.23 16.00 5.6 13.053 Sprinkler 205 20.82 16.00 5.6 13.824 r> Most Demanding Sprinkler Data 6s„©M E PCAD. Inc illAutoSPRINK®VR10 v10 0 54 0 2/20/2014 12:23 44PM Page 4 411 Node Analysis 1 Job Number:SC1077 Report Description:Light Hazard Node Elevation(Foot) Fittings Pressure(psi) ' Discharge(gpm) 12 _ -3'-0 S _ 50.709 92.67 _ 201 10'-6 . Spr(-8.163) _ 8.163 16.00 202 10'-0 Spr(-8.827) 8.827 16.64 203 10'-6 _ Spr(-11.487) 11.487 18.98 204 10'-6 Spr(-13.053) 13.053 20.23 205 10'-6 Spr(-13.824) 13.824 20.82 10 16'-0 1E(13'-2) 36.569 11 0'-11% BFP(-5.859) 48.971 40 10'-6 T(5'-0) 15.069 41 18'-2 31.258 42 18'-11 mecT(12'-3'%) 34.624 43 16'-0 T(20'-2) 36.449 (i,0 M.E.P.CAD.Inc. II AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12:23.46PM Page 5 'ill Hydraulic Analysis Job Number SC1077 Report Description.Light Hazard Pipe Type Diameter Flow Velocity HWC/Roughness Friction Loss Length 1Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length 'Summary Upstream Total Length es Route 1 BL 1.0490 16.00 _ 5 94 0.004" 0.083037 8'-0'Pf 0 664 201 10'-6 16.00 5 6(adj) 8.163 Sprinkler Pe 202 10'-6 8.827 8'-0 Pv BL 1.0490 32.64 1212 0 004" _ 0.332472 8'-0 Pf 2 660 202 10'-6 16.64 5.6(adj) 8 827 Sprinkler Pe 203 10'-6 11.487 8'-0 Pv BL 1.3800 51.62 11.07 0.004" 0.195777 8'-0 Pf 1 566 203 10'-6 18.98 5.6(adj) 11.487 Sprinkler Pe 204 10'-6 13.053 8'-0 Pv BL 1.6100 71.85 11 32 0.004" 0.167953 4'-0 Pf 2 015 204 10'-6 20.23 5 6(adj) 13.053 Sprinkler 8'-0 Pe 40 10'-6 15.069 T(8'-0) 12'-0 Pv BL 2.0670 92.67 8.86 0.004" 0.075257 60'-9 Pf 21 361 40 10'-6 15.069 50'-0 Pe -5 172 41 18'-2 31.258 10E(5'-0),BFP(-13.000) 110'-9 Pv BL 2.1570 92.67 8.14 0.004" _ 0.060127 49'-0 Pf 3 687 41 18'-2 31.258 12-3% Pe -0 321 42 18'-11 34.624 mecT(12'-3'/z) 61'-4 Pv CM 3.2600 48.45 1.86 0.004" 0.002150 244'-81/2 Pf 0 557 42 18'-11 34.624 33'-7 Pe 1 267 43 16'-0 36.449 2LtE(6'-8%),T(20.-2) 278'-3'% Pv CM 4.2600 92.67 2.09 0.004" 0.001901 52'-3 Pf 0.121 43 16'-0 36.449 13'-2 Pe 10 16'-0 36.569 fE(13'-2) 65'-5 Pv CM 6.3570 92.67 0.94 0.004" 0.000260 17'-0'% Pf 5 882 10 16'-0 36.569 77.-11% Pe 6 520 11 0'-11% 48.971 2fE(12'-7),CV(40'-3),BV(12'-7), 95'-0 Pv BFP(-5.859) UG 6.2800 92.67 0.96 0.004" 0.000277 63'-11% Pf 0.021 11 0'-111/2 48.971 28'-4% Pe 1 716 12 -3'-0 50.709 2LtE(14'-2),S 92'-4 Pv 250.00 Hose Allowance At Source 12 342.67 `+ Route 2 BL 1.0490 20 82 7.73 0.004" 0.138301 4'-0 Pf 1 245 205 10'-6 20 82 5.6(adj) 13.824 Sprinkler 5'-0 Pe 40 10'-6 15.069 T(5'-0) 9'-0 Pv o Route 3 CM 3.2600 44 22 1.70 0.004" 0.001561 294'-2'% Pf 0.557 42 18'-11 34.624 47-0% Pe 1 267 43 16'-0 36.449 2T(20'-2),LtE(6'-8%) 341'-3 Pv s K-Factor conversion AP=0.000216f inns formula. K,,=7.94Kw II- Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier ■ Actual Inside Diameter a B' Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0 713 1.16 1.33 1.51 k,©M E P CAD Inc ill AutoSPRINK®VR 10 v10 0 54 0 2/20/2014 12:23:50PM Page 6 011[Hydraulic Analysis Job Number SC1077 Report Description Light Hazard Pipe Type Diameter Flow Velocity HWC/Roughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Wlliams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11'1A°Elbow Eel 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WrF Wrsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD.Inc. AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12 23 50PM Page 7 ,Id . Flow Diagram (Top View) II Job Number SC1077 Report Description:Light Hazard i l .L.A. r -------_--=i -r.-----j----------•--•-----4 --- ....-•1 i �----- r ---- - _—--—--I- ..__ ----. --- _ ----- - _._ _ 'p i : t..- L 2. _ J_ _ � , _ I i I i„.. o T--r—r---T-- t -_.�.- -.« .__ ‘.....Li UP _2-1-1 _ _ _ ......2--....................... - - - &©M E P CAD.Inc. .11 AutoSPRINK®VR10 v10 0 54 0 2/20/2014 12 23 53PM Page 8 e Hydraulic Graph Job Number:SC1077 ' Report Description:Ordinary Group II Water Supply at Node 12 100 90 80 -'Otatic Pressure 72.000 70 456.67 61.893 60 1300.00 60.000 706.67 with hose streams 11 50 a` 40 System demand curve 30 20 10 0 MC111111111.111111111 111111111.111 I I I I I I J 1 1 1 1 1 1 1 1 _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 12 Static.Pressure 72.000 Rev.dual'.Pressure 60.000 @ 1300.00 Available Pressure at Time of Test 68.454 @ 706.67 System Demand 61.893 @ 456.67 System Demand(Including Hose Allowance at Source) 61.893 @ 706.67 A�+ ©M.E.P.CAD,Inc. AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12:22:09PM Page 3 if[ ummary Of Outflowing Devices I Job Number:SC1077 Report Description:Ordinary Group II Actual Flow Minimum Flow K-Factor Pressure Device (qpm) Kim) (K) (psi) Sprinkler 101 21.18 _ 10.80 5.6 14.307 Sprinkler 102 21.29 18.00 5.6 14.457 J _ Sprinkler 103 21.81 16.00 5.6 15.168 _ Sprinkler 104 22.00 16.00 5.6 15.434 _ Sprinkler 105 22.02 18.00 5.6 15.458 _ Sprinkler 106 22.03 18.00 5.6 15.473 Sprinkler 107 22.22 18.00 5.6 15.743 Sprinkler 108 22.61 20.00 5.6 16.309 Sprinkler 109 22.62 20.00 5.6 16.321 Sprinkler 110 22.75 20.00 5.6 16.504 Sprinkler 111 22.82 20.00 5.6 16.601 Sprinkler 112 22.82 20.00 5.6 16.605 Sprinkler 113 22.97 18.00 5.6 16.830 Sprinkler 114 23.28 20.00 5.6 17.279 Sprinkler 115 23.33 18.00 5.6 17.351 Sprinkler 116 23.35 20.00 5.6 17.380 b Sprinkler 117 24.00 24.00 5.6 18.367 Sprinkler 118 24.21 24.00 5.6 18.687 _ Sprinkler 119 24.34 18.00 5.6 18.885 Sprinkler 120 25.03 24.00 5.6 19.977 ■ Most Demanding Sprinkler Data ( .©M E.PCAD, Inc. 4AutoSPRINK®VR10v10.0.54.0 2/20/2014 12:22:12PM Page 4 illNode Analysis Job Number:SC1077 Report Description:Ordinary Group II Node Elevation(Foot) Fittings Pressure(ps1) Dlscharee(aem) 12 -3'-0 S 61.893 456.67 101 17'-8 Spr(-14.307),T(5'-0) 14.307 21.18 102 17'-8 Spr(-14.457),T(5'-0) 14.457 21.29 103 17'-8 Spr(-15.168),T(5'-0) 15.168 21.81 104 17'-8 Spr(-15.434),1(5'-0) 15.434 22.00 105 17'-8 Spr(-15.458),T(5'-0) 15.458 22.02 106 17'-8 Spr(-15.473),T(5'-0) 15.473 22.03 107 17'-8 Spr(-15.743),T(5'-0) 15.743 22.22 108 17'-8 Spr(-16.309),T(5'-0) 16.309 22.61 109 17'-8_Spr(-16.321),T(5'-0) 16.321 22.62 110 17'-8 Spr(-16.504),T(5'-0) 16.504 22.75 111 17'-8 Spr(-16.601),T(5'-0) 16.601 22.82 112 17'-8 Spr(-16.605),T(5'-0) 16.605 22.82 113 17'-8 Spr(-16.830),T(5'-0) 16.830 22.97 114 17-8 Spr(-17.279),1(5'-0) 17.279 23.28 115 17'-8 Spr(-17.351),1(5'-0) 17.351 23.33 116 17'-8 Spr(-17.380),T(5'-0) 17.380 23.35 117 17'-8 Spr(-18.367),T(5'-0) 18.367 24.00 118 17'-8 Spr(-18.687),T(5'-0) 18.687 24.21 119 17'-8 Spr(-18.885),T(5'-0) 18.885 24.34 120 17'-8 Spr(-19.977),T(5'-0) 19.977 25.03 1 1T-8 mecT(5'-0) 15.084 2 17'-8 mecT(5'-0) 15.241 3 17'-8 mecT(5'-0) 16.297 4 17'-8 16.635 5 17'-8 T(6'-0) 18.784 6 16'-0 mecT(8'-0) 21.942 7 16'-0 mecT(8'-0) 23.813 8 16'-0 mecT(8'-0) 26.684 9 16'-0 fT(21'-11'h) 49.273 10 16'-0 fE(13'-2) 49.946 11 0'-11% BFP(-2.720) 59.678 13 17'-8 mecT(5'-0) 15.991 14 17-8 mecT(5'-0) 16.271 15 17'-8 17.967 16 16'-0 mecT(6'-0) 20.342 17 16'-0 mecT(8'-0) 20.358 18 16'-0 mecT(8'-0) 20.473 19 16'-0 mecT(8'-0) 20.928 20 17-8 mecT(5'-0) 16.314 21 17-8 mecT(5'-0) 16.597 22 17'-8 mecT(5'-0) 17.743 23 17'-8 18.111 24 17-8 T(6'-0) 20.445 25 17'-8 T(5'-0) 18.741 26 17'-8 mecT(5'-0) 17.207 27 17'-8 mecT(5'-0) 17.506 28 17-8 17.674 29 17-8 T(5'-0) 18.965 30 17'-8 T(5'-0) 19.077 31 17'-8 mecT(5'-0) 18.293 32 17-8 18.503 33 17-8 mecT(5'-0) 19.364 34 17'-8 mecT(5'-0) 19.701 35 17'-8 mecT(5'-0) 21.061 36 17'-8 21.497 37 17'-8 T(6'-0) 24.269 38 17'-8 mecT(5'-0) 19.910 39 17'-8 20.139 k,©M.E.P.CAD.Inc. in AutoSPRINK®VR10 v10 0 54.0 2/20/2014 12 22 15PM Page 5 iiiiNode Analysis \ Job Number.SC1077 Report Description:Ordinary Group II Node Elevation(Foot) Fittings Pressure(psl) DIschargetapm) 12 __ -3-0 S 61.893 456.67 101 17'-8 Spr(-14.307),T(5'-0) 14.307 21.18 , 102 17'-8 Spr(-14.457),T(5'-0) 14.457 21.29 103 17'-8 Spr(-15.168),T(5'-0) 15.168 21.81_ , 104 17'-8, Spr(-15.434),T(5'-0) 15.434 22.00 105 17'-8 Spr(-15.458),T(5'-0) 15.458 22.02 106 17'-8 Spr(-15.473),T(5'-0) 15.473 22.03 107 17'-8_Spr(-15.743),T(5'-0) 15.743 22.22 108 17'-8 Spr(-16.309),T(5'-0) 16.309 22.61 109 17'-8_Spr(-16.321),T(5'-0) 16.321 22.62 110 17'-8_Spr(-16.504),T(5'-0) 16.504 22.75 111 17'-8 Spr(-16.601),1(5'-0) 16.601 22.82 112 17'-8 Spr(-16.605),1(5'-0) 16.605 22.82 113 17'-8 Spr(-16.830),T(5'-0) 16.830 22.97 114 17'-8 _Spr(-17.279),T(5'-0) 17.279 23.28 115 17'-8 Spr(-17.351),T(5'-0) 17.351 23.33 116 17'-8 Spr(-17.380),T(5'-0) 17.380 23.35 117 17'-8 Spr(-18.367),T(5'-0) 18.367 24.00 118 17'-8 Spr(-18.687),T(5'-0) 18.687 24.21 119 17'-8 Spr(-18.885),1(5'-0) 18.885 24.34 120 17'-8 Spr(-19.977),T(5'-0) 19.977 25.03 1 17'-8 mecT(5'-0) 15.084 2 17-8 mecT(5'-0) 15.241 3 17'-8 mecT(5'-0) 16.297 4 17'-8 16.635 5 17'-8 T(6'-0) 18.784 8 16'-0 mecT(8'-0) 21.942 7 16'-0 mecT(8'-0) 23.813 8 16'-0 mecT(8'-0) 26.684 9 16'-0 fT(21'-11'/x) 49.273 10 16'-0 fE(13'-2) 49.946 11 0'-11'/: BFP(-2.720) 59.678 13 17'-8 mecT(5'-0) 15.991 14 17'-8 mecT(5'-0) 16.271 15 17'-8 17.967 16 16'-0 mecT(6'-0) 20.342 17 16'-0 mecT(8'-0) 20.358 18 16'-0 mecT(8'-0) 20.473 19 16'-0 mecT(8'-0) 20.928 20 17-8 mecT(5'-0) 16.314 21 17'-8 mecT(5'-0) 16.597 22 17'-8 mecT(5'-0) 17.743 23 17'-8 18.111 24 17-8 T(6'-0) 20.445 25 17'-8 T(5'-0) 18.741 26 17'-8 mecT(5'-0) 17.207 27 17-8 mecT(5'-0) 17.506 28 17'-8 17.674 29 17'-8 T(5'-0) 18.965 30 17'-8 1(5'-0) 19.077 31 17'-8 mecT(5'-0) 18.293 32 17'-8 18.503 33 17'-8 mecT(5'-0) 19.364 34 , 17-8 mecT(5'-0) 19.701 35 17'-8 mecT(5'-0) 21.061 36 17-8 21.497 37 17-8 T(6'-0) 24.269 38 17'-8 mecT(5'-0) 19.910 39 17'-8 20.139 k,©MEP.CAD.Inc. Ili AutoSPRINK®VR10 v10 0 54.0 2/20/2014 12:22 15PM Page 5 111 Hydraulic Analysis Job Number SC1077 Report Description:Ordinary Group II Pipe Type Diameter Flow Velocity HWCIRoughness_ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length exo Route 1 BL 1.0490 24.00 8.91 0.004" 0.181297 0'-6 Pf 0.997 117 17'-8 24.00 5.6(adj) 18.367 Sprinkler 6-0 Pe 33 17'-8 19.364 mecT(5'-0) 6-6 Pv BL 1.4420 24.00 4.71 0.004" _ 0.033710 10'-0 Pf 0.337 33 17'-8 19 364 Pe 34 17'-8 19.701 10'-0 Pv BL 1.4420 48.21 9.47 0.004" 0.136009 10'-0 Pf 1.360 34 17-8 24.21 19.701 Flow(q)from Route 2 Pe 35 17'-8 21.061 10'-0 Pv BL 1.4420 73.24 14.39 0.004" 0.313905 1'-4'h Pf 0.436 35 17'-8 21.061 Pe 36 17'-8 21.497 1'-4% Pv BL 1.3800 73.24 15.71 0.004" 0.395917 1'-0 Pf 2.771 36 17'-8 21.497 6'-0 Pe 37 17-8 24.269 T(6'-0) 7-0 Pv BL 1.6100 73.24 11.54 0.004" 0.175455 1'-8 Pf 1.695 37 17'-8 24.269 8'-0 Pe 0.720 8 16-0 26.684 mecT(8'-0) 9'-8 Pv BL 2.6350 456.67 26.87 0.004" 0.509277 22'-4% Pf 22.591 8 16'-0 383.43 26.684 Flow(q)from Route 4 21'-11Yz Pe -0.002 9 16'-0 49.273 fT(21'-11%) 44.-41/2 Pv CM 4.2600 456.67 10.28 0.004" 0.040879 3'-3 Pf 0.671 9 16'-0 49.273 13'-2 Pe 0.002 10 16-0 49.946 fE(13'-2) 16-5 Pv CM 6.3570 456.67 4.62 0.004" 0.005252 17'-0% Pf 3.213 10 16'-0 49.946 77'-11% Pe 6.520 11 0'-11%z 59.678 2fE(12'-7),CV(40'-3),BV(12'-7), 95'-0 Pv BFP(-2.720) UG 6.2800 456.67 4.73 0.004" 0.005588 63'-11'% Pf 0.499 11 0'-11'% 59.678 28'-4'/z Pe 1.716 12 -3'-0 61.893 2LtE(14'-2),S 97-4 Pv 250.00 Hose Allowance At Source 12 706.67 ® Route 2 BL _ 1.0490 24.21 8.99 0.004" 0.184453 0'-6 Pf 1.014 118 17'-8 24.21 5.6(adj) 18.687 Sprinkler 6-0 Pe 34 17'-8 19.701 mecT(5'-0) 5'-6 Pv as Route 3 BL 1.0490 25.03 9.29 0.004" 0.197187 0'-6 Pf 1.085 120 17'-8 25.03 5.6(adj) 19.977 Sprinkler 5'-0 Pe 35 17'-8 21.061 mecT(5'-0) 5'-6 Pv -s Route 4 BL 1.0490 22.61 8.40 0.004" 0.160979 8'-1% Pf 2.433 108 17'-8 22.61 5.6(adj) 16.309 Sprinkler 7'-0 Pe 25 17-8 18.741 E(2'-0),T(5'-0) 15'-1%Pv BL 1.6100 68.06 10.73 0.004" 0.151516 1'-8 Pf 1.465 25 17'-8 45.44 18.741 Flow(q)from Route 5 8'-0 Pe 0.723 19 16'-0 20.928 mecT(8'-0) 9'-8 Pv BL 2.6350 204.06 12.01 0.004" 0.101685 10'-0 Pf 1.017 19 16'-0 136.00 20.928 Flow(q)from Route 6 Pe -0.003 6 16'-0 21.942 10'-0 Pv BL 2.6350 291.88 17.17 0.004" 0.208040 9'-0 Pf 1.872 6 16'-0 87.82 21.942 Flow(q)from Route 9 Pe -0.001 7 16'-0 23.813 9'-0 Pv BL 2.6350 383.43 _ 22.56 _ 0.004" 0.359028 8'-0 Pf 2.872 7 16'-0 91.56 23.813 Flow(q)from Route 13 Pe -0.001 8 16'-0 26.684 I 8'-0 Pv -+ Route 5 BL 1.0490 22.62 8.40 0.004" 0.161098 _ 0'-6 Pf 0.886 109 17'-8 22.62 5.6(adj) 16.321 Sprinkler 5'-0 Pe 26 17'-8 17.207 mecT(5'-0) 5'-6 Pv _ BL 1.4420 22.62 4.44 0.004" 0.029954 10'-0 Pf 0.300 26 17'-8 17.207 Pe 27 17'-8 17.506 10'-0 Pv BL 1.4420 45.44 8.93 0.004" 0.120855 1'-4% Pf 0 168 27 17'-8 17.506 Pe 28 17-8 17.674 1'-4% Pv BL 1.3800 45.44 9.75 0.004" 0.152430 1'-0 Pf 1 067 28 17'-8 17.674 6'-0 Pe 25 17'-8 18.741 T(6'-0) 7'-0 Pv gw,©M.E.P.CAD,Inc. in AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12:22:18PM Page 6 [Hydraulic Analysis I Job Number. SC1077 Report Description.Ordinary Group II Pipe Type Diameter Flow Velocity HWC/Roughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 6 BL 1.0490 22.75 _ 8.45 0.004" 0.162904 8'-114 Pf 2.462 110 17'-8 22.75 5.6(adj) 16.504 Sprinkler 7'-0 Pe 29 17'-8 18.965 E(2'-0),T(5'-0) 15'-1% Pv BL 1.6100 46.03 7.25 0.004" 0.069301 1'-8 Pf 0.670 29 17'-8 23.28 18.965 Flow(q)from Route 10 8'-0 Pe 0.723 17 16'-0 20.358 mecT(8'-0) 9'-8 Pv BL - 2.6350 89.84 5.29 0.004" 0.019709 6'-0 Pf 0 118 17 16'-0 43.81 20.358 Flow(q)from Route 16 Pe -0 003 18 16'-0 20.473 6'-0 Pv BL 2.6350 136.00 8.00 0.004" 0.045168 10'-0 Pf 0 452 18 16'-0 46.16 20.473 Flow(q)from Route 7 Pe 0 004 19 16'-0 20.928 10'-0113v -. Route 7 BL 1.0490 22.82 8.47 0.004" 0.163862 8'-1'/z'Pf 2 476 111 17-8 22.82 5.6(adj) 16.601 Sprinkler 7'-0 Pe 30 17-8 19.077 E(2'-0),T(5'-0) 15'-114 Pv BL 1.6100 46.16 7.27 0.004" 0.069709 1'-8 Pf 0.674 30 17'-8 23.35 19.077 Flow(q)from Route 11 8'-0 Pe 0 723 18 16'-0 20.473 mecT(8'-0) 9'-8 Pv OS Route 8 BL 1.0490 22.82 8.47 0.004" 0.163902 0'-6 Pf 0 901 112 17-8 22.82 5.6(adj) 16.605 Sprinkler 5'-0 Pe 27 17'-8 17.506 mecT(5'-0) 5'-6 Pv -. Route 9 BL 1.0490 21.29 7.90 0.004" 0.142699 0'-6 Pf 0 785 102 17-8 21.29 5.6(adj) 14.457 Sprinkler 5'-0'Pe 2 17-8 15.241 mecT(5'-0) 5-6 Pv BL 1.4420 42.47 8.34 0.004" 0.105582 10'-0 Pf 1 056 2 17'-8 21.18 15.241 Flow(q)from Route 19 Pe 3 17-8 16.297 10'-0 Pv BL 1.4420 64A9 12.67 0.004" 0.243413 1'-4'/z Pf 0 336 3 17'-8 16.297 Pe 4 17'-8 16.635 1'-4Y2 Pv BL 1.3800 64.49 13 83 0.004" 0.307007 _ 1'-0 Pf 2 149 4 17'-8 16.635 6'-0 Pe 5 17'-8 18.784 T(6'-0) 7-0 Pv BL 1.6100 87.82 13.84 0.004" 0.252274 1'-8 Pf 2 437 5 17-8 23.33 18.784 Flow(q)from Route 17 8'-0 Pe 0.720 6 16-0 21.942 mecT(8'-0) V-8,Pv r Route 10 BL 1.0490 23.28 8.64 0.004" 0.170553 2'-10% Pf 1.687 114 17'-8 23.28 5.6(adj) 17.279 Sprinkler 7'-0 Pe 29 17'-8 18.965 E(2'-0),1(5'-0) 9'-10'%Pv e7 Route 11 BL 1.0490 23.35 8.67 0.004" 0 171557 -- 2'-10% Pf 1 697 116 17'-8 23.35 5.6(adj) 17.380 Sprinkler 7'-0 Pe 30 17'-8 19.077 E(2'-0).T(5'-0) 9'-101%Pv OD Route 12 BL 1.0490 22.02 8.17 0.004" 0.152584 0'-6 Pf 0 839 105 17'-8 22.02 5.6(adj) 15.458 Sprinkler 5'-0 Pe 3 17'-8 16.297 mecT(5'-0) 5'-6 Pv -+ Route 13 BL 1.0490 22.03 8.18 0.004" 0.152735 0'-6 Pf 0 840 106 17-8 22.03 5.6(adj) 15.473 Sprinkler 5'-0 Pe 20 17'-8 16.314 mecT(5'-0) 5'-6 Pv BL 1.4420 22.03 4.33 0.004" 0.028399 10'-0 Pf 0 284 20 17-8 16.314 Pe 21 17'-8 16.597 10'-0 Pv BL 1.4420 44.25 8.69 0.004" 0.114582 _ 10'-0 Pf 1 146 21 17-8 22.22 16 597 Flow(q)from Route 14 Pe 22 17-8 17.743 10'-0 Pv BL 1.4420 67.22 13.21 0.004" 0.264453 1'-4% Pf 0.367 22 17-8 17.743 Pe 23 17-8 18.111 1'-4'/2 Pv BL 1.3800 67.22 14.42 0.004" 0.333544 1'-0 Pf 2.335 23 17'-8 18.111 6'-0 Pe 24 17'-8 20.445 T(6'-0) 7-0 Pv BL 1.6100 91.56 14.43 0.004" 0.274213 1'-8 Pf 2.649 24 17'-8 24.34 20.445 Flow(q)from Route 20 8'-0 Pe 0.719 7 16'-0 23.813 mecT(8'-0) 9'-8 Pv - Route 14 lei,0 M E P CAD Inc gi AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12:22:18PM Page 7 II Hydraulic Analysis Job Number SC1077 Report Description Ordinary Group II Pipe Type Diameter Flow Velocity HWC/Roughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.0490 22.22 8.25 0.004" 0.155394 0'-6 Pf 0.855 107 17'-8 22.22 5.6(adj) 15.743 Sprinkler 5'-0 Pe 21 17'-8 16.597 mecT(5'-0) I 5'-6 Pv Mb Route 15 BL 1.0490 22.97 8.53 0.004" 0.166122 0'-6 Pf 0.914 113 17'-8 22.97 5.6(adj) 16.830 Sprinkler 5'-0 Pe 22 17'-8 17.743 mecT(5'-0) 5'-6 Pv o Route 16 BL 1.0490 21.81 8.10 0.004" 0.149719 0'-6 Pf 0.823 103 17'-8 21.81 5.6(adj) 15.168 Sprinkler 5'-0 Pe 0.000 13 17'-8 15.991 mecT(5'-0) 5'-6 Pv BL 1.4420 21.81 4.28 0.004" 0.027838 10'-0 Pf 0.279 13 17'-8 15.991 Pe 0.001 14 17'-8 16.271 10'-0 Pv BL 1.4420 43.81 8.61 0.004" 0.112327 _ 12.-71/2 Pf 1.695 14 17'-8 16.271 2'-5% Pe 0.001 15 17'-8 17.967 LtE(2'-51/2) 15'-1 Pv BL 1.3800 43.81 9.40 0.004" 0.141673 _ 2'-8 Pf 1.653 15 17'-8 17.967 9'-0 Pe 0.723 16 16'-0 20.342 E(3'-0),mecT(6'-0) 11'-8 Pv BL 2.6350 43.81 2.58 0.004" 0.004687 _ 3'-0 Pf 0.014 16 16'-0 20.342 Pe 0.001 17 16'-0 20.358 , 3'-0 Pv OD Route 17 BL 1.0490 23.33 8.66 0.004" 0.171267 0'-6 Pf 0.942 115 17'-8 23.33 5.6(adj) 17.351 Sprinkler 5'-0 Pe 31 17'-8 18.293 mecT(5'-0) 5'-6 Pv BL 1.4420 23.33 4.58 0.004" 0.031845 6'-7'h Pf 0.211 31 17'-8 18.293 Pe 32 17'-8 18.503 6'-7'/2 Pv BL 1 3800 23.33 5.00 0.004" 0.040164 _ 1'-0 Pf 0.281 32 17-8 18.503 6'-0 Pe -0.000 5 17'-8 18.784 T(6'-0) 7'-0 Pv -• Route 18 BL 1.0490 22.00 8.17 0.004" 0.152346 _ 0'-6 IPf 0 838 104 17'-8 22.00 5.6(adj) 15.434 Sprinkler 5'-0 Pe -0 001 14 17'-8 16.271 mecT(5'-0) i 5-6 IPv Ea Route 19 BL 1.0490 21.18 7.86 0.004" 0.141223 0'-6 Pf 0 777 101 17'-8 21.18 5.6(adj) 14.307 Sprinkler 5-0 Pe 1 17'-8 15.084 mecT(5'-0) 6-6 Pv BL 1.4420 21.18 4.16 0.004" 0.026258 _ 6'-0 Pf 0 158 1 17'-8 15.084 Pe 2 17'-8 15.241 6'-0 Pv • Route 20 BL 1.0490 24.34 9.03 0.004" 0.186411 0'-6 Pf 1 025 119 17'-8 24.34 5.6(adj) 18.885 Sprinkler 5'-0 Pe 38 17'-8 19.910 mecT(5'-0) 5'-6 Pv BL 1.4420 24.34 4.78 0.004" 0.034660 6'-7'/z,Pf 0 229 38 17'-8 19.910 i Pe 39 17-8 20.139 6'-7A Pv BL 1.3800 24.34 5.22 0.004" 0.043716 1'-0 Pf 0.306 39 17-8 20.139 6-0 Pe -0 000 24 17'-8 20.445 T(6'-0) 7-0 Pv = K-Factor conversion AP=0.0002161 IP Q formula K,,=7.94KW d' III YA Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier / Actual Inside Diameter \°87 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ( .©M E P CAD, Inc iln AutoSPRINK®VR10 v10.0 54 0 2/20/2014 12 22 18PM Page 8 1111 Hydraulic Analysis 1 Job Number SC1077 Report Description:Ordinary Group II Pipe Type _ Diameter Flow Velocity HWC/Roughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r (^ Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11'/.`Elbow Ee2 22Y,`Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WrF Wirsbo WMV Water Meter Valve Z Cap ©MEP CAD. Inc AutoSPRINK®VR10 v10.0.54.0 2/20/2014 12.22'18PM Page Nil Flow Diagram (Top View) 1 Job Number SC1077 Report Description:Ordinary Group II -----1'-------- I- - -----i___• ---__.._____.---•—�•T--•---- • t r t 1 \ i----r—,-___f . .-- --- ; - ,. . • f } 1.__»_i«_1___».4. 4__ I • , � t i__________ 4 r----6-17 1 TT I i --I , T-' 7 i----T--- T Y•'__•[_'...1._.. 7-=:.r.:T=s=_-_t is"T T_'T____f.«.«.......»..= =1J ck,©M.E.P.CAD.Inc. ileAutoSPRINK®VR10 v10.0.54.0 2/20/2014 12.22:22PM Page 10