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HomeMy WebLinkAboutPP - 10411 MLK JR WAY S - MUTUAL MATERIALS - PERMITS AND PLANS10411 MLKJRWAYS ASSOCIATED PERMITS 19-S-085 MUTUAL MATERIALS ARCHER CONSTRUCTION SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 1°W it NAP -111J Ll1TNi 12.. KIU(5\Sr-• Wet') S Tenant Name: MST RL MAT z RIALS Property Owner's Name: MVI t1 Pl. MAT£121AL- Mailing Address: 1 %c9Ttl PVC J 6 gELL E VitE City 0333°4-c1113 Suite Number: 1•11P Floor: J 1 R New Tenant? ❑ - Yes M - No WQ °I$OOS State Zip CONTACT PERSON -if there are questions about the submittal. Name: 144'`1 HEW " Day Telephone: 23 - 87Q - 13'13 - Company Name: C-,NSTRt)GT1O.N Mailing Address: 715 • aolvTh SY Ebl- `.4.EN j' wA qi ala E-mail Address: MSTRAV(AioJ(I,PP-GIVcousruGvv3P,cdolvTy Fax Number: State Zip Contractor's City of Tukwila Business License number: Ag -C) k E L aV\ Total number of new/relocated devices or sprinkler heads: _, 3 1 ! »J 14Ef;bS Valuation of Project (contractor's bid price): $ a In l I Scope of Work (please provide detailed information): tMp0 6\ UEW ' -1 S`ISTt I' c3' 3,1 a\ SONT S-Cb1k.NA;• CAMOP`i . l\f R\RLS Plr,v- FPR PS SE(,EGTEP 11`I p -Kg. GoNs1 C,'T1c .. PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNy T 4 Signature: Print Name: MACRAU(\\k 1t AGENT: Plan Permit App.doc PAID !!P? - 2 2019 TUKINIL.A FIRE Date: (144- 0 a - .O la. Day Telephone: 7 S3 - 17a - a2 - 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Mutual Materials 10411 Martin Luther King Jr Way S Permit No.: 19-S-085 Date: May 3, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • The main drain to be plumbed to sanitary sewer. • Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. • A fire department connection (FDC) is required. The FDC shall have a 30 degree down bend with a 5 -inch Storz fitting and Knox locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection , be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from vehicular damage. • The FDC shall be within 50 ft. of a fire hydrant. • Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of apparatus access. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. TOLBraceTM Seismic Bracing Calculations Project Address: Mutual Materials _,____..._._...._._._ ............._...._... 10411 Martin Luther King Jr Wa, S —.••- • Tukwila, WA Contractor: Archer Construction Address: 7855 S. 206th St Kent, WA 98032 Phone: 253-872-7222 License: ARCHEI 219 DR on 2013 NFPA Pamphlet #13 Length PotvetingBU..inessWttridWite Job # S19-18 Calculations based Brace Information TOLCOTM Brace Components Maximum Brace Length (2.134 m) __ ._TOLCOT"" Diameter of Brace 1" Sch_40 Type of Brace Sch. 10 . n Angle of Brace45° Mi...._...._.._..._............................_.........._.._......_........._..............._................ Least Rad. of Gyration 0.42" (11 mm) LIRValue 200................................................._......_............... Max Horizontal Load 1310 lbs (594 k9) Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO UNIVERSAL SWAY ATTACHMENT FIG. 98$ BRACE (O STEEL PIPE / Subtotal Weight Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type Bolt , ` ao TOLCO FIG. 1001 FAST CLAMP / , 4 Diameter 1/2n. (12 mm) Length N/A Maximum Load 1830 lbs (830 kg) Prying Factor N/A _.._.___..___..._.....__._...-.__-_...__-__.....__._____.._.._._._ Brace Identification on Plans 1 Brace Type Lateral [X] Longitudinal [ ] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = ___9...76 ____- Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 7.94 Ib/ft (11.82 kg/m) 318 lbs (144 kg) Subtotal Weight 318 lbs (144 kg) Wp (incl. 15%) 366 lbs (166 kg) Main Size Type/Sch. Spacing (ft) I 3 Sch. 10 40 Maximum Fpw Total (Fpw) 278 lbs (126 kg) per 9.3.5.5.2 (if applicable) 454 Ib (205 kg) (TOLBraceT'^ Version 8) Use of TOLBrace is subject to terms and conditions per the end user 11 TOLBraceTM Seismic Calculation Mutual Materials 10411 Martin Luther King Jr Way S Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-18 1 NFPAType H 3" Sch.10 Steel Pipe 40'0"(12.19m) Lateral 1" Sch.40 7'0"(2.13 m) 200 45° 1/2 (12mm) Bolt N/A Summary of Pipe within Zone of Influence Power* *p Business Worldwide WASHIONTON $TATB COR7IPICATI OF COMPBTRf1CY /IRB PROTINSTIOM $PIIiNKLBR •YMMS Theodore M. Queen 4930-0205-C Level Archer Construction, Inc. AR I 'DR 1 SIgswisire 1.00r00.OMM .rmri 3" Sch.10 Steel Pipe (76.2 mm) I40ft(12.2m) G -Factor Used 0.76 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 278 lbs (126 kg) 1310 lbs (594 kg) 1830 lbs (830 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) PURLIN Calculations prepared by MS The description of the Structural Member is for informational purposes only. TOLBraceT" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'. 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Project Address: Mutual Materials 10411 Martin Luther King Jr Way S Contractor: Archer Construction Address: 7855 S. 206th St Kent, WA 98032 Phone: 253-872-7222 License: ARCHEI 219 DR on 2013 NFPA Pamphlet #13 Length Fde iTeN iqe Powering sewsWodd ----• — Tukwila, WA Job # S19-18 Calculations based Brace Information TOLCOTM Brace Components Maximum Brace Length ?' g_1(2.134 m) Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 45 ° Min. Angle of Brace45..._................................._..........__...._........_........_....._... Least Rad. of Gyration 0.42" (11 mm) UR Value 200 Max Horizontal Load 1310 lbs (594 kW_ TOLCOTM Component Listed Load Adjusted Load Fig. 4A Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCO T" components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG.980 UNIVERSAL SWAY ATTACHMENT STEEL TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRACING i --- 0 BRACE iwe . G CE - ''- .. ,- TYP. PIPE # "- Wp (incl. 15%) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Bolt Diameter 1/2n. (12 mm) Length N/A Maximum Load 2050 lbs (930 kg) Prying Factor N/A____ Brace Identification on Plans 2 Brace Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = .__0/6 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 7.94 Ib/ft (11.82 kg/m) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size Type/Sch. Spacing (ft) 1 3' Sch. 10 80 Maximum Fpw Total (Fpw) 555 lbs (252 kg) per 9.3.5.5.2 (if applicable) N/A (TOLBraceTM Version 8) Use of TOLBraceT" is subject to terms and conditions per the end user license agreemen TOLBraceTM Seismic Calculation Mutual Materials 10411 Martin Luther King Jr Way S Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-18 2 NFPAType E 3" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2 (12mm) Bolt N/A Summary of Pipe within Zone of Influence ETN PM wring 81rsrnessWorldwide WASHINGTON STATE c0RT1PICATR ar cOMPWTHflclr FIRE PROTRCT10YI R SYSTEM Theodore M. Queen 4930-0205-C Leve! 3 Archer Construction, Inc. ARCHFI*21.9D1R 3" Gch.10 Gtccl Pipe (76.2 mm) 80 ft (21A m) G -Factor Used 0.76 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4A Clamp Fig.980 Universal Swivel Structural Member 15% 555 lbs (252 kg) 1310 lbs (594 kg) 2050 lbs (930 kg) 707 lbs (321 kg) 1425 lbs (646 kg) PURLIN Calculations prepared by MS The description of the Structural Member is for informational purposes only. TOLBraceT"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Project Address: Mutual Materials 10411 Martin Luther King Jr Way S ------ - Tukwila, WA Contractor: Archer Construction Address: 7855 S. 206th St Kent, WA 98032 Phone: 253-872-7222 License: ARCHEI 219 DR on 2013 NFPA Pamphlet#13 Length Total Length 1 oN ;I�r: Poi,v6v ,7 Business Wodehvide Job # S19-18 Calculations based Brace Information TOLCOTM Brace Components Maximum Brace Length 7' o° (2_134 m) Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace45° Min. __..........._.........._.._.._...._.._.._..................._._............_............__..__...._...... Least Rad. of Gyration 0 42" (11 mm.._...____._.__...__...__.___._..._.._._._. LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) __�_._ _ — TOLCOT"" Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information `Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT � *Al STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Wed_e Anchor Wp (incl. 15%) . Diameter 1/2" Length 3.25" embedment Maximum Load 467 lbs (212 kg) v ' ,/ TOLCO FIG. 1001 FAST CLAMP` * Prying Factor Brace Identification on Plans 3 Brace Type Lateral [X] Longitudinal [ ] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.76 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3•' (80 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 7.94 Ib/ft (11.82 kg/m) 318 lbs (144 kg) Subtotal Weight 318 lbs (144 kg) Wp (incl. 15%) 366 lbs (166 kg) Main Size Type/Sch. Spacing (ft) I 3" Sch. 10 40 Maximum Fpw Total (Fpw) 278 lbs (126 kg) per 9.3.5.5.2 (if applicable) 454 Ib (205 kg) d fTOLBraceT"' Version 81 Use of TOLBrace""' is subject to terms and conditions per the en use 11 TOLBraceTM Seismic Calculation Mutual Materials 10411 Martin Luther King Jr Way S Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-18 3 NFPAType E 3" Sch.10 Steel Pipe 40'0"(12.19m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Wedge Anchor 3.25" embedment Summary of Pipe within Zone of Influence rr IF -T. Powe,'inn Busyness Wnrtitmde OOARNIOTOI! STATE CcRTIPIOATO OP ICY FIRM PROTc77eW OPROSOLIO SYStSM$ Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. AP 21 lei Olgoarture (iV mmmmmm m m m M,mmoomme MImammum mmmmd 3" Sch.10 Steel Pipe (76.2 mm) 40 ft (12.2 m) G -Factor Used 0.76 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 278 lbs (126 kg) 1310 lbs (594 kg) 467 lbs (212 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) Concrete Wall Calculations prepared by MS The description of the Structural Member is for informational purposes only. TOLBraceT" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceT"" 8 Visit us at www.tolco.com Hydraulic Summary Job Number: S19-018 Report Description: Ordinary Group I Job Job Number S19-018 Design Engineer Straughn Job Name Mutual Materials New Canopy State Ger-Heaton/License Number ARCHEI'219DR Address 1 10411 Martin Luther King Jr. Way S. AHJ Tukwila Address 2 Tukwila, WA 98178 Job Site/Building Address 3 Drawng Name S19-018 - Mutual Materials New Canopy System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.00 at 11.51 Occupancy Ordinary Group 1 Job Suffix Hose Allowance At Source 0.00 Density 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 1979.04ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 18 Coverage Per Sprinkler 100.00ft2 r INAI WSGTOI( *TATE cCRTIP16ATt OR COMPETUNCY RIM PROTECTION SPRInialla CYST all Theodore M. Queen d' . 4930-0205-C Level 3IN . Archer Construction, inc.• ARCH *2-1 Total Hose Streams 0.00 System Flow Demand 601.16 Total Water Required (Including Hose Allowance) 601.16 Maximum Pressure Unbalance In Loops 0.00 f.a.. Maximum Velocity Above Ground 13.50 between nodes 128 and 106 Sleastare m a Maximum Velocity Under Ground Volume capacity o/ Wet Pipes 1007.07gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 CANOPY SUPPLY 250.00 125.00 20.00 1832.00 111.64 601.16 64.79 46.85 Contractor Contractor Number 21 Contact Name Travis Kinne Contact Title Project Manager Name of Contractor Archer Constuction Phone 253-872-7222 Extension Address 1 7855 South 206th ST FAX 253-872-7277 Address 2 Kent, WA 98032 E-mail tkinne@archerconstruction.com Address 3 Web -Site { ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/2/2019 9:11:54AM Page 1 Job Number: S19-018 Report Description: Ordinary Group I CANOPY SUPPLY at Node 1 150 135 -Static Pressure 125.00 120 105 90 •N Q E. 75 N co 2 a 451.16 @ 64.79 60 45 System demand curve 30 1832.00 @ 20.00 15 IILIIII I I I I I 1111111 1 1 111111111 1 1 1 1 1 1 1 1 1 I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph CANOPY SUPPLY at Node 1 Static. Pressure 125.00 Residual. Pressure 20.00 @ 1832.00 Available Pressure at Time of Test 111.64 @ 601.16 System Demand 64.79 @ 351.16 System Demand (Including Mose Allowance at Source) 64.79 @ 601.16 [� ©M.E.P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 4/2/2019 9:11:56AM Page 2 Summary Of 4utflowing Devices Job Number: S19-018 Report Description Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 201 19.21 15.00 5.6 11.77 Sprinkler 202 18.58 15.00 5.6 11.01 Sprinkler 203 19.02 15.00 5.6 11.54 Sprinkler 204 19.24 15.00 5.6 11.80 Sprinkler 205 18.61 15.00 5.6 11.05 Sprinkler 206 19.05 15.00 5.6 11.58 Sprinkler 207 19.36 15.00 5.6 11.95 Sprinkler 208 18.73 15.00 5.6 11.19 Sprinkler 209 19.18 15.00 5.6 11.73 Sprinkler 210 19.62 19.00 5.6 12.28 r> Sprinkler 211 19.00 19.00 5.6 11.51 Sprinkler 212 19.46 19.00 5.6 12.07 Sprinkler 213 20.18 19.00 5.6 12.99 Sprinkler 214 19.56 19.00 5.6 12.20 Sprinkler 215 20.04 19.00 5.6 12.80 Sprinkler 216 21.01 19.00 5.6 14.08 Sprinkler 217 20.39 19.00 5.6 13.26 Sprinkler 218 20.90 19.00 5.6 13.93 Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. 4-11AutoSPRINK® 12 v12.1.1.0 4/2/2019 9:11:57AM Page 3 Job Number: S19-018 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4-0 S 64.79 351.16 201 26-3 Spr(-11.77) 11.77 19.21 202 27-21/2 Spr(-11.01) 11.01 18.58 203 28-0 Spr(-11.54) 11.54 19.02 204 26-3 Spr(-11.80) 11.80 19.24 205 27-21/2 Spr(-11.05) 11.05 18.61 206 28-0 Spr(-11.58) 11.58 19.05 207 26-3 Spr(-11.95) 11.95 19.36 208 27-21/2 Spr(-11.19) 11.19 18.73 209 28-0 Spr(-11.73) 11.73 19.18 210 26-3 Spr(-12.28) 12.28 19.62 211 27-21/2 Spr(-11.51) 11.51 19.00 212 28-0 Spr(-12.07) 12.07 _ 19.46 213 26-3 Spr(-12.99) 12.99 20.18 214 27-21/2 Spr(-12.20) 12.20 19.56 215 28-0 Spr(-12.80) 12.80 20.04 216 26-3 Spr(-14.08) 14.08 21.01 217 27-2'/2 Spr(-13.26) 13.26 20.39 218 28-0 Spr(-13.93) 13.93 20.90 100 26-21/2 P0(3-7) 14.55 101 26-2% PO(3-7) 13.43 102 26-21/2 P0(3-7) 12.70 103 26-2% P0(3-7) 12.36 104 26-2% PO(3-7) 12.21 105 26-2'/2 P0(3-7) 12.17 106 24-7% PO(4-31/2) 19.69 107 24-71/2 P0(4-31/2) 18.22 108 24-8 P0(4-31/2) 17.26 109 24-8'/2 P0(4-31/2) 16.80 110 24-8'/2 P0(4-31/2) 16.59 111 24-9 P0(4-31/2) 16.52 112 26-2 T(4-31/2) 16.72 113 26-2 T(4-31/2) 15.44 114 26-2 T(4-31/2) 14.61 115 26-2 T(4-31/2) 14.22 116 -4-0 64.50 117 26-2 T(4-3'/2) 14.05 118 26-2 T(4 -3V2) 14.01 125 -4-0 E(12-61/2) 55.72 127 1-1% 53.40 128 3-10 DPV(9-7) 51.23 4Li ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/2/2019 9:11:59AM Page 4 Job Number: S19-018 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings a Route 1 SP 1.0490 19.00 7.05 100 0.165827 1-0 Pf 0.76 211 27-2'/2 19.00 5.6 11.51 Sprinkler, 3-7 Pe 0.43 102 26-21/2 12.70 PO(3-7) 4-7 Pv BL 1.3800 38.62 8.29 100 0.162044 7-5 Pf 1.90 102 26-2% 19.62 12.70 Flow (q) from Route 4 4-3% Pe 0.01 114 26-2 14.61 T(4-3%) 11-81/2 Pv BL 1.3800 58.08 12.46 100 0.344658 1-6 Pf 1.99 114 26-2 19.46 14.61 Flow (q) from Route 2 4-31/2 Pe 0.65 108 24-8 17.26 PO(4-31/2) 5-91/2 Pv BL 3.2600 229.08 8.81 100 0.066333 14-4 Pf 0.95 108 24-8 170.99 17.26 Flow (q) from Route 10 Pe 0.01 107 24-7% 18.22 14-4 Pv BL 3.2600 288.85 11.10 100 0.101865 14-4 Pf 1.46 107 24-7% 59.78 18.22 Flow (q) from Route 3 Pe 0.01 106 24-7% 19.69 14-4 Pv BL 3.2600 351.16 13.50 100 0.146201 115-8% Pf 22.52 106 24-7% 62.30 19.69 Flow (q) from Route 7 38-4 Pe 9.01 128 3-10 51.23 3LtE(4-91/2), PO(14-41/2), DPV(9-7) 154-01/2 Pv BL 3.2600 351.16 13.50 120 0.104343 2-61/2 Pf 1.00 128' 3-10 51.23 7-0 Pe 1.18 127 1-1% 53.40 BV(7-0) 9-61/2 Pv BL 6.3570 351.16 3.55 100 0.005656 4-111/2 Pf 0.10 127 1-11/2 53.40 12-61/2 Pe 2.22 125 -4-0 55.72 E(12-61/2) 17-6 Pv BL 6.3570 351.16 3.55 120 0.004036 162-5 Pf 8.78 125 -4-0 55.72 30-2 Pe 116 -4-0 64.50 EE(8-91/2), BFP(-8.00), E(17-7), GV(3-9%) 192-7 Pv BL 8.2490 351.16 2.11 120 0.001135 227-0 Pf 0.29 116 -4-0 64.50 30-6% Pe 1 -4-0 64.79 2GV(4-8%), E(21-11/2), S 257-61/2 Pv 250.00 Hose Allowance At Source 1 601.16 v Route 2 SP 1.0490 19.46 7.22 100 0.173264 3-81/2 Pf 1.76 212 28-0 19.46 5.6 12.07 Sprinkler, 6-5 Pe 0.78 114 26-2 14.61 T(3-7), 2E(1-5) 10-11/2 Pv v Route 3 SP 1.0490 19.56 7.26 100 0.174962 1-0 Pf 0.80 214 27-2% 19.56 5.6 12.20 Sprinkler, 3-7 Pe 0.43 101 26-2'/2 13.43 PO(3-7) 4-7 Pv BL 1.3800 39.74 8.52 100 0.170811 7-5 Pf 2.00 101 26-21/2 20.18 13.43 Flow (q) from Route 6 4-3% Pe 0.01 113 26-2 15.44 T(4-31/2) 11-8'/2 Pv BL 1.3800 59.78 12.82 100 0.363528 1-6% Pf 2.11 113 26-2 20.04 15.44 Flow (q) from Route 5 4-31/2 Pe 0.66 107 24-71/2 18.22 PO(4-31/2) 5-91/2 Pv = Route 4 BL 1.3800 19.62 4.21 100 0.046305 8-9 Pf 0.40 210 26-3 19.62 5.6 12.28 Sprinkler Pe 0.02 102 26-2% 12.70 8-9 Pv Route 5 SP 1.0490 20.04 7.44 100 0.182973 3-8% Pf 1.86 215 28-0 20.04 5.6 12.80 Sprinkler, 6-5 Pe 0.78 113 26-2 15.44 T(3-7), 2E(1-5) 10-1% Pv Route 6 BL 1.3800 20.18 4.33 100 0.048766 8-9 Pf 0.43 213 26-3 20.18 5.6 12.99 Sprinkler Pe 0.02 101 26-2% 13.43 8-9 Pv Route 7 SP 1.0490 20.39 7.57 100 0.188967 1-0 Pf 0.86 217 27-2% 20.39 5.6 13.26 Sprinkler, 3-7 Pe 0.43 100 26-2'/2 14.55 PO(3-7) 4-7 Pv BL 1.3800 41.40 8.88 100 0.184253 7-5 Pf 2.16 100 26-2% 21.01 14.55 Flow (q) from Route 9 4-3% Pe 0.01 112 26-2 16.72 T(4-31/2) 11-81A Pv BL 1.3800 62.30 13.36 100 0.392457 1-61/2 Pf 2.29 112 26-2 20.90 16.72 Flow (q) from Route 8 4-31/2 Pe 0.68 106 24-7% 19.69 PO(4-3%) 5-10 Pv Route 8 L ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/2/2019 9:12:OOAM Page 5 Job Number: S19-018 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings SP 1.0490 20.90 7.76 100 0.197854 3-81/2 Pf 2.01 218 28-0 20.90 5.6 13.93 Sprinkler, 6-5 Pe 0.78 112 26-2 16.72 T(3-7), 2E(1-5) 10-1'/2 Pv Q. Route 9 BL 1.3800 21.01 4.51 100 0.052539 8-9 Pf 0.46 216 26-3 21.01 5.6 14.08 Sprinkler Pe 0.02 100 26-2Y2 14.55 8-9 Pv Route 10 SP 1.0490 18.58 6.90 100 0.159185 1-0 Pf 0.73 202 27-21/2 18.58 5.6 11.01 Sprinkler, 3-7 Pe 0.43 105 26-21/2 12.17 PO(3-7) 4-7 Pv BL 1.3800 37.80 8.11 100 0.155669 7-5 Pf 1.82 105 26-2'A 19.21 12.17 Flow (q) from Route 16 4-31/2 Pe 0.01 118 26-2 14.01 T(4-31) 11-8% Pv BL 1.3800 56.82 12.19 100 0.330936 1-5 Pf 1.89 118 26-2 19.02 14.01 Flow (q) from Route 13 4-3% Pe 0.62 111 24-9 16.52 PO(4-31/2) 5-81/2 Pv BL 3.2600 56.82 2.18 100 0.005030 11-0 Pf 0.06 111 24-9 16.52 Pe 0.01 110 24-8'/2 16.59 11-0 Pv BL 3.2600 113.73 4.37 100 0.018160 11-0 Pf 0.20 110 24-812 56.91 16.59 Flow (q) from Route 11 Pe 0.01 109 24-81/2 16.80 11-0 Pv BL 3.2600 170.99 6.57 100 0.038617 11-8 Pf 0.45 109 24-81/2 57.27 16.80 Flow (q) from Route 12 Pe 0.01 108 24-8 17.26 11-8 Pv Route 11 SP 1.0490 18.61 6.91 100 0.159651 1-0 Pf 0.73 205 27-2Y2 18.61 5.6 11.05 Sprinkler, 3-7 Pe 0.43 104 26-2% 12.21 PO(3-7) 4-7 Pv BL 1.3800 37.85 8.12 100 0.156117 7-5 Pf 1.83 104 26-2'/2 19.24 12.21 Flow (q) from Route 17 4-31/2 Pe 0.01 117 26-2 14.05 T(4-3%) 11-81/2 Pv BL 1.3800 56.91 12.21 100 0.331899 1-51/2 Pf 1.90 117 26-2 19.05 14.05 Flow (q) from Route 14 4-3'/2 Pe 0.63 110 24-8% 16.59 PO(4-31/2) 5-9 Pv Q. Route 12 SP 1.0490 18.73 6.95 100 0.161525 1-0 Pf 0.74 208 27-2% 18.73 5.6 11.19 Sprinkler, 3-7 Pe 0.43 103 26-21/2 12.36 PO(3-7) 4-7 Pv BL 1.3800 38.09 8.17 100 0.157915 7-5 Pf 1.85 103 26-2% 19.36 12.36 Flow (q) from Route 18 4-312 Pe 0.01 115 26-2 14.22 T(4-31/2) 11-81/2 Pv BL 1.3800 57.27 12.28 100 0.335770 1-5'/2 Pf 1.93 115 26-2 19.18 14.22 Flow (q) from Route 15 4-3% Pe 0.64 109 24-8% 16.80 PO(4-3Y2) 5-9 Pv Q. Route 13 SP 1.0490 19.02 7.06 100 0.166202 3-81/2 Pf 1.69 203 28-0 19.02 5.6 11.54 Sprinkler, 6-5 Pe 0.78 118 26-2 14.01 T(3-7), 2E(1-5) 10-112 Pv Route 14 SP 1.0490 19.05 7.07 100 0.166697 3-81/2 Pf 1.69 206 28-0 19.05 5.6 11.58 Sprinkler, 6-5 Pe 0.78 117 26-2 14.05 T(3-7), 2E(1-5) 10-11/2 Pv v Route 15 SP 1.0490 19.18 7.12 100 0.168690 3-8% Pf 1.71 209 28-0 19.18 5.6 11.73 Sprinkler, 6-5 Pe 0.78 115 26-2 14.22 T(3-7), 2E(1-5) 10-1% Pv ci Route 16 BL 1.3800 19.21 4.12 100 0.044515 8-9 Pf 0.39 201 26-3 19.21 5.6 11.77 Sprinkler Pe 0.02 105 26-212 12.17 8-9 Pv Q. Route 17 BL 1.3800 19.24 4.13 100 0.044641 8-9 Pf 0.39 204 26-3 19.24 5.6 11.80 Sprinkler Pe 0.02 104 26-2% 12.21 8-9 Pv Q. Route 18 BL 1.3800 19.36 4.15 100 0.045145 8-9 Pf 0.39 207 26-3 19.36 5.6 11.95 Sprinkler Pe 0.02 103 26-212 12.36 8-9 Pv bA ©M.E.P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 4/2/2019 9:12:OOAM Page 6 Job Number: S19-018 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Equivalent Pipe Lengths of Valves and Fittings (C=120 on y) 1 ( Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter 4.87 = Factor C Value Multiplier Value Of C Multiplying Factor 100 130 0.713 1.16 140 1.33 150 1.51 Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 111A° Elbow 221/2 Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. glAutoSPRINK® 12 v12.1.1.0 4/2/2019 9:12:OOAM Page 7