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PP - 14066 33RD AVE S - RESIDENCE - PERMITS AND PLANS
14066 33RD AVE S ASSOCIATED PERMITS 15-S-170 14-5-170 D14-0297 9TE LOCATION CITY OF TUKWI LA FI RE 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: fItt(% `; fl j {kVe 5 Tin 11v 1 t WR Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there arequeetionsabout the submittal. Name: peor) jfl) I C1 ci VY1S Day Telephone: 2_6 7 qkZ 1(0W company Name: or ail Sorny‘lpin9 Mailing Address: {'O FOX g2--1nl�t✓ �a Ke / w A 'I t City E-mail Address:PC o VW e l f aYr(I I u ('d g.,n . co m State Zip Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: LO C.RtrheadS Valuation of Project (contractor's bid price): $ 00- uU Scope of Work (please provide detailed information): l; 'C Ire Svr tr\ rS PERMIT APPLICATION NOTES Valued 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 Revlen►-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 OWNER OR AUTHORIZED AGENT: Signature:' Print Name:Pe/ VI i'11r1 MCMC4 d3�,� Day Telephone: 2s-,"7-, \pqD Date: IX— 1 V IS INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit O,t/ Sv f7 0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 6(_,AA Ccit..5A IhAfit.bv) Sprinklers: Type of Ins ection: S- r ..V :Zvi' \ Address: /4/0 6f,0z3 Suite #: , S Contact Person: Special Instructions: Phone No.: oZApproved per applicable codes. Corrections required prior to approval. COMMENTS: - o L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, L ,ti _ Date:3/d.th,4 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip:: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Piz(- c2?? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 42-s, ) �;�ce.... Fire Alarm: Type of Inspection: 0 , i) rO /664d -- /&4f - Address: / &/o b 6 Suite #: 5 3 pew' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �f1YvI3(Ack-ef c 3 0 -u- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /' 5 Date: ///3/y,‘ Hrs.: 2 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.. D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D(- c,13 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 P ecq,Type -eS) �eNce, Sprinklers: of Inspection: S Address: i q p (6 Suite #: 3 S AtAcs Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Crnections required prior to approval. COMMENTS: 4)0 l S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4--- Date: /15146 Hrs.: 1 $60.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit z41-2 ---/ l� s -/"c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 74.51. n --�-e.'Contact Fire Alarm: Type of Inspection: Address: Suite #: /V046 33 Aye._ Person: Special Instructions: Phone No.: Approved per applicable codes. k Corrections required prior to approval. COMMENTS: t\ -4,ovetzl /U 'D Sr mi./tack I 1 es6\) g Jr_ /0.-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 114t ,S-‘-2 Date: i zJ f s Hrs.: / aY $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ti—ozcisi /v---5—/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: `p.u.5 L A....<4.1...._Type Inspection: Address: 6 L3t+/d /4' Suite #: i)-1^4Special Contact Person: Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1\10 1°C2 (1'‘ (VA- oft.. orv„ ort -c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , Date: /0/3a/j s-Hrs.: f _6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with prmi � - Oaq 7 /5 - 5- /70 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ', t 14 Sprinklers: 1-1- 2-' g5`- 5— Type of Inspection: Csb tel'. Address: f 1/0 G b Suite #: 33Ave- S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 01< -r-n C.r, v -R -e" Alt- c9 w iv-ctS R; 5 L .. No Alt At th tiro QU izej 4 oit/ LJ ), fia i; I e)14:/ , No l' uta"► 1.11 efo.A,4 clpti S;4-€ . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 1)13 / Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn WASHINGTON STATE CERTIFICATE OF COMPETENCY i FIRE PROTECTION SPRINKLER SYS7MSEdgar • Brian Harrell Harrell Plummbbl1 ARRESPOO4N5 ng, Inc. tes iiiimesseam 1V31Hs • A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesignservices.com Job Name : RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Drawing Location : 14066 33RD AVE S. TUKWILA WA Remote Area : Contract : 151006-04 Data File : 151006-04 Residential Group Plan 2085-5.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Date 10/6/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - RESIDENTIAL GROUP PLAN 2085-5 Location - TUKWILA WA Building - System No. - Contractor - HARRELL& SON Contract No. - 151006-04 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 10-6-2015 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date M Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7.04 Psi D MAXIMUM LISTED SPACING 16 x 16 0 Gpm Gpm 116 Feet E S I G N Domestic Flow Added - Additional Flow Added - Elevation at Highest Outlet - Note: System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.1012 Psi Required 47.87 Overhead 150 Summary C -Factor Used: At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 65 R Residual (Psi) - 60 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C (n O 0 N 00 Two Head Calculation (H.6 & H.9) co O a (NI W Z U Sa ui 0 0 C c 1- rn OZ pW X aw c 3 al co o �-o o ctia CQ c COa• a))aa))EaEi ) o m > (yA Q yA (n u) y Cl -NN OM (p al 000I0U) E 0 0 co (OcoC) 223 o • 2 �aLL 242E' To' Ts o.2 OP �" fA N (/) w a) a) L U)a) oil 000 U N 0 A V 0 D? CO0 V' M N 0 0 0 0 0 0 0 0 0 0 0 0) CO F- co co tt CO N a D w cn cn c w 0 0 0 O N Fittings Used Summary O O O M J 0).. co M Q.o O) oS t0 2 O 0 1 U (c 3 14▪ ) a0 0 a N wz )g U c ui U 0 0 0 c c rna D Z W W U) aww Q • M N '-(Or-000 O .— O r U/ T' Oo0 V. o .-N CO (0 0 0 0 N 0 .-N 14)(4)000 CO LO • ,t CO 000 st O .- a- Ma)000 N (4) • N N 0 0 0 O O • e- N N 0 0 0 V- T- 0 T- T- 0 0 0 01 • V- . — 0 0 0 N '—(O'.-000 0 03 M N .- T-a3.—.—N � (+) .- (0 ' 0) N ,. • N T. -0).-'(V .- N T- <• '-N TNT -My -• N.- Units Summary Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Date 10/6/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 65.0 60 300.0 64.945 26.1 47.869 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 116.0 T.22 116.0 T.24 116.0 T.25 116.0 T.30 116.0 T.26 108.0 H.10 108.0 H.16 108.0 H.19 108.0 H.18 108.0 H.15 108.0 T.33 108.0 T.31 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.9 116.0 T.28 116.0 T.21 108.0 H.2 108.0 T.23 108.0 T.27 108.0 H.11 108.0 T.32 108.0 T.29 116.0 H.14 116.0 T.35 116.0 H.5 116.0 H.1 116.0 H.4 116.0 H.8 116.0 H.12 116.0 H.13 116.0 T.34 116.0 H.20 116.0 H.17 116.0 H.3 108.0 H.7 108.0 4.9 7.04 13.0 8.67 9.08 9.25 9.63 13.64 13.84 14.17 14.35 14.59 14.78 14.95 16.69 19.01 32.31 33.86 47.87 4.9 7.15 13.1 7.77 13.62 14.0 14.45 14.63 14.77 14.9 8.79 9.39 9.7 8.67 8.71 8.74 8.76 9.67 9.88 9.92 9.8 9.87 13.63 13.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams : A-PEX Design Services, Inc. -EP Page 5 RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.6 9.64 0.862 Utb 17.0 12.000 7.040 to 150.0 Utr 2.0 16.000 0.0 T.22 9.64 0.0581 0.0 28.000 1.626 K Factor = 4.90 Vel = 5.30 T.22 -1.57 0.862 Utr 2.0 8.000 8.666 to 150.0 0.0 2.000 0.0 T.24 8.07 0.0418 0.0 10.000 0.418 Vel = 4.44 T.24 0.0 0.862 Utr 2.0 2.000 9.084 to 150.0 0.0 2.000 0.0 T.25 8.07 0.0420 0.0 4.000 0.168 Vel = 4.44 T.25 0.0 0.862 Utr 2.0 7.000 9.252 to 150.0 0.0 2.000 0.0 T.30 8.07 0.0418 0.0 9.000 0.376 Vel = 4.44 T.30 -3.98 0.862 2Utb 34.0 18.000 9.628 to 150.0 0.0 28.000 3.465 T.26 4.09 0.0119 0.0 46.000 0.547 Vel = 2.25 T.26 0.87 0.862 Utr 2.0 10.000 13.640 to 150.0 0.0 2.000 0.0 H.10 4.96 0.0170 0.0 12.000 0.204 Vel = 2.73 H.10 0.0 0.862 Utr 2.0 17.000 13.844 to 150.0 0.0 2.000 0.0 H.16 4.96 0.0169 0.0 19.000 0.322 Vel = 2.73 H.16 0.0 0.862 Utr 2.0 9.000 14.166 to 150.0 0.0 2.000 0.0 H.19 4.96 0.0169 0.0 11.000 0.186 Vel = 2.73 H.19 0.0 0.862 0.0 14.000 14.352 to 150.0 0.0 0.0 0.0 H.18 4.96 0.0170 0.0 14.000 0.238 Vel = 2.73 H.18 0.0 0.862 Utr 2.0 9.000 14.590 to 150.0 0.0 2.000 0.0 H.15 4.96 0.0169 0.0 11.000 0.186 Vel = 2.73 H.15 0.0 0.862 Utr 2.0 8.000 14.776 to 150.0 0.0 2.000 0.0 T.33 4.96 0.0170 0.0 10.000 0.170 Vel = 2.73 T.33 7.40 0.862 Utr 2.0 3.000 14.946 to 150.0 Utb 17.0 16.000 0.0 T.31 12.36 0.0920 0.0 19.000 1.748 Vel = 6.80 T.31 13.74 1.244 T 3.443 6.000 16.694 to 150.0 0.0 3.443 1.732 S.1 26.1 0.0615 0.0 9.443 0.581 Vel = 6.89 S.1 0.0 1.244 E 1.721 20.000 19.007 to 150.0 T 3.443 5.594 11.732 CPL 26.1 0.0615 G 0.43 25.594 1.573 * * Fixed Loss = 10 Vel = 6.89 CPL 0.0 1.61 2E 12.089 75.000 32.312 to 150.0 C 1.511 13.600 0.0 MTR 26.1 0.0175 0.0 88.600 1.550 Vel = 4.11 MTR 0.0 1.025 2E 5.4 20.000 33.862 to 150.0 0.0 5.400 10.000 STR 26.1 0.1578 0.0 25.400 4.007 * * Fixed Loss = 10 Vel = 10.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 26.10 47.869 K Factor = 3.77 H.6 3.36 0.862 Utr 2.0 11.000 7.040 to 150.0 0.0 2.000 0.0 H.9 3.36 0.0083 0.0 13.000 0.108 Vel = 1.85 H.9 13.10 0.862 Utr 2.0 2.000 7.148 to 150.0 0.0 2.000 0.0 T.28 16.46 0.1562 0.0 4.000 0.625 K Factor = 4.90 Vel = 9.05 T.28 -8.31 0.862 2Utb 34.0 28.000 7.773 to 150.0 0.0 28.000 3.465 T.21 8.15 0.0426 0.0 56.000 2.385 Vel = 4.48 T.21 -0.86 0.862 Utr 2.0 9.000 13.623 to 150.0 0.0 2.000 0.0 H.2 7.29 0.0346 0.0 11.000 0.381 Vel = 4.01 H.2 0.0 0.862 Utr 2.0 11.000 14.004 to 150.0 0.0 2.000 0.0 T.23 7.29 0.0346 0.0 13.000 0.450 Vel = 4.01 T.23 0.0 0.862 Utr 2.0 3.000 14.454 to 150.0 0.0 2.000 0.0 T.27 7.29 0.0348 0.0 5.000 0.174 Vel = 4.01 T.27 0.0 0.862 Utr 2.0 2.000 14.628 to 150.0 0.0 2.000 0.0 H.11 7.29 0.0345 0.0 4.000 0.138 Vel = 4.01 H.11 0.0 0.862 Utr 2.0 2.000 14.766 to 150.0 0.0 2.000 0.0 T.32 7.29 0.0348 0.0 4.000 0.139 Vel = 4.01 T.32 6.45 0.862 Utb 17.0 2.000 14.905 to 150.0 0.0 14.000 0.0 T.31 13.74 0.1118 0.0 16.000 1.789 Vel = 7.55 0.0 13.74 16.694 K Factor = 3.36 T.28 8.31 0.862 Utb 17.0 9.000 7.773 to 150.0 0.0 14.000 0.0 T.29 8.31 0.0441 0.0 23.000 1.014 Vel = 4.57 T.29 1.57 0.862 Utr 2.0 8.000 8.787 to 150.0 0.0 2.000 0.0 H.14 9.88 0.0607 0.0 10.000 0.607 Vel = 5.43 H.14 0.0 0.862 Utr 2.0 3.000 9.394 to 150.0 0.0 2.000 0.0 T.35 9.88 0.0608 0.0 5.000 0.304 Vel = 5.43 T.35 -2.47 0.862 2Utb 34.0 22.000 9.698 to 150.0 0.0 28.000 3.465 T.33 7.41 0.0357 0.0 50.000 1.783 Vel = 4.07 0.0 7.41 14.946 K Factor = 1.92 T.22 1.57 0.862 Utr 2.0 2.000 8.666 to 150.0 0.0 2.000 0.0 H.5 1.57 0.0020 0.0 4.000 0.008 Vel = 0.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.5 0.0 0.862 Utr 2.0 16.000 8.674 to 150.0 0.0 2.000 0.0 H.1 1.57 0.0020 0.0 18.000 0.036 Vel = 0.86 H.1 0.0 0.862 Utr 2.0 13.000 8.710 to 150.0 0.0 2.000 0.0 H.4 1.57 0.0021 0.0 15.000 0.031 Vel = 0.86 H.4 0.0 0.862 Utr 2.0 9.000 8.741 to 150.0 0.0 2.000 0.0 H.8 1.57 0.0020 0.0 11.000 0.022 Vel = 0.86 H.8 0.0 0.862 Utr 2.0 10.000 8.763 to 150.0 0.0 2.000 0.0 T.29 1.57 0.0020 0.0 12.000 0.024 Vel = 0.86 0.0 1.57 8.787 K Factor = 0.53 T.30 3.98 0.862 Utr 2.0 2.000 9.628 to 150.0 0.0 2.000 0.0 H.12 3.98 0.0112 0.0 4.000 0.045 Vel = 2.19 H.12 0.0 0.862 Utr 2.0 16.000 9.673 to 150.0 0.0 2.000 0.0 H.13 3.98 0.0113 0.0 18.000 0.204 Vel = 2.19 H.13 0.0 0.862 Utr 2.0 2.000 9.877 to 150.0 0.0 2.000 0.0 T.34 3.98 0.0112 0.0 4.000 0.045 Vel = 2.19 T.34 2.47 0.862 2Utb 34.0 27.000 9.922 to 150.0 0.0 28.000 3.465 T.32 6.45 0.0276 0.0 55.000 1.518 Vel = 3.55 0.0 6.45 14.905 K Factor = 1.67 T.35 2.47 0.862 Uel 11.0 10.000 9.698 to 150.0 0.0 12.000 0.0 H.20 2.47 0.0047 0.0 22.000 0.103 Vel = 1.36 H.20 0.0 0.862 0.0 14.000 9.801 to 150.0 0.0 0.0 0.0 H.17 2.47 0.0046 0.0 14.000 0.065 Vel = 1.36 H.17 0.0 0.862 Utr 2.0 10.000 9.866 to 150.0 0.0 2.000 0.0 T.34 2.47 0.0047 0.0 12.000 0.056 Vel = 1.36 0.0 2.47 9.922 K Factor = 0.78 T.21 0.86 0.862 Utr 2.0 5.000 13.623 to 150.0 0.0 2.000 0.0 H.3 0.86 0.0007 0.0 7.000 0.005 Vel = 0.47 H.3 0.0 0.862 Utr 2.0 6.000 13.628 to 150.0 0.0 2.000 0.0 H.7 0.86 0.0006 0.0 8.000 0.005 Vel = 0.47 H.7 0.0 0.862 Utr 2.0 8.000 13.633 to 150.0 0.0 2.000 0.0 T.26 0.86 0.0007 0.0 10.000 0.007 Vel = 0.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc. -EP Page 8 RESIDENTIAL GROUP PLAN 2085-5 - Two Head Calculation (H.6 & H.9) Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 0.86 13.640 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ti t71 WOILIAS aurnsmads NO11031011d 3dld AON111dM100 dO 3111014111130 11r1S NOLDNIHSVM gN000dS31i1:1VH '3UI'6ulgwnld uoS18 Ila�JeH t leAel V -8060-19Z8 IleJJeH mug Je6P3 DESI SER A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesignservices.com Job Name : RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Drawing Location : 14066 33RD AVE S. TUKWILA WA Remote Area : Contract : 151006-04 Data File : 151006-04 Residential Group Plan 2085-5.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'A-PEX Design Services, Inc. -EP Page 1 RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Date 10/6/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - RESIDENTIAL GROUP PLAN 2085-•5 Location - TUKWILA WA Building - System No. - Contractor - HARRELL& SON Contract No. - 151006-04 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 10-6-2015 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12.03Fsi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 Gpm S Additional Flow Added - Gpm I Elevation at Highest Outlet - 116 Feet G Note: N System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 45.94 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 65 R Residual (Psi) - 60 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C a- 0 CON 0 0) .0 CO al n. 0 0 03 Ta0 U U 0 2 C 0 Lf.) 00 O CI- N W Z c ui v 0= a) 0 co C H NZ O W • O W U) aw Qr:‘ ca cn--E os -a0 U- a- CO c °EEEE'E ma�a)a)a)al cN-NN OM 03 0000IOU) E O U) 0 0 tDCDCe) 0y3 o �a� Q 7 7 o..0 73 73 co 1)) a) 1_U)t'C 3000 U G? 0 0 4) 0 0 0 0 000 0 0 0 00 0 0 O0 a Q W cn c0 W O 0 O 0 M 0 u) N 0 0 N O 0 O Fittings Used Summary L() O N O M r ID 0)r N (a a0 2 c O •rte 7 U (0 0 v a) 2 a) c 0 L0 CO OD O a N wZ a v = a) 0 J c O 1- P- a) Z 0W0 W (7 aww Q CV N O N CO CO N 0 O (0 M) N r c) N '-(0.--000 O 0 r O..-000 (0Oa- ,- 0)000 O Y- r- yr - r -yr COLO 000 O N.- C) h t` 0 0 0 • 0 �N(0(0000 N 0 r N4) 0000 CO Lo • Nr () 0 0 0 et y- MM O 00 N 4) • N N 0 0 0 O O • N N 0 0 0 Y -00Y- Y-000 U) .- N. ,- . 000 N e-(0 ..000 r O COP 0) N N- sr .- CO .- - N • 01 DD '-0)Nr .-N.- UD CV r- CV M• Ne- 0) U ao>• doP-3 o • o 715 o CD ) X X o c V 3 a) a) a) C7N aa)iLL m m Si c o p d o 0 0 0 ♦ Y a Owt�f- 55 Units Summary J= w c — c Q) Q) a(I) c y o o co co Icfs a) c cu_ a Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Date 10/6/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 65.0 60 300.0 64.975 17.0 45.939 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 116.0 H.8 116.0 T.29 116.0 H.14 116.0 T.35 116.0 T.33 108.0 T.31 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.1 116.0 H.5 116.0 T.22 116.0 T.24 116.0 T.25 116.0 T.30 116.0 T.26 108.0 H.10 108.0 H.16 108.0 H.19 108.0 H.18 108.0 H.15 108.0 T.28 116.0 T.21 108.0 H.2 108.0 T.23 108.0 T.27 108.0 H.11 108.0 T.32 108.0 H.6 116.0 H.9 116.0 H.20 116.0 H.17 116.0 T.34 116.0 H.12 116.0 H.13 116.0 H.7 108.0 H.3 108.0 4.9 12.03 17.0 12.66 13.35 13.67 13.83 18.19 18.99 20.98 33.43 34.13 45.94 12.57 13.21 13.35 13.57 13.66 13.85 17.66 17.75 17.88 17.95 18.05 18.12 13.46 17.66 17.82 18.0 18.08 18.13 18.19 13.42 13.46 13.9 13.94 13.98 13.87 13.96 17.66 17.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams .A-PEX Design Services, Inc. -EP Page 5 RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.4 9.58 0.862 Utr 2.0 9.000 12.030 to 150.0 0.0 2.000 0.0 H.8 9.58 0.0574 0.0 11.000 0.631 K Factor = 4.90 Vel = 5.27 H.8 0.0 0.862 Utr 2.0 10.000 12.661 to 150.0 0.0 2.000 0.0 T.29 9.58 0.0574 0.0 12.000 0.689 Vel = 5.27 T.29 -2.57 0.862 Utr 2.0 8.000 13.350 to 150.0 0.0 2.000 0.0 H.14 7.01 0.0322 0.0 10.000 0.322 Vel = 3.85 H.14 0.0 0.862 Utr 2.0 3.000 13.672 to 150.0 0.0 2.000 0.0 T.35 7.01 0.0322 0.0 5.000 0.161 Vel = 3.85 T.35 -1.93 0.862 2Utb 34.0 22.000 13.833 to 150.0 0.0 28.000 3.465 T.33 5.08 0.0178 0.0 50.000 0.889 Vel = 2.79 T.33 3.03 0.862 Utr 2.0 3.000 18.187 to 150.0 Utb 17.0 16.000 0.0 T.31 8.11 0.0422 0.0 19.000 0.801 Vel = 4.46 T.31 8.89 1.244 T 3.443 6.000 18.988 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 9.443 0.263 Vel = 4.49 S.1 0.0 1.244 E 1.721 20.000 20.983 to 150.0 T 3.443 5.594 11.732 CPL 17.0 0.0278 G 0.43 25.594 0.711 * * Fixed Loss = 10 Vel = 4.49 CPL 0.0 1.61 2E 12.089 75.000 33.426 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 88.600 0.701 Vel = 2.68 MTR 0.0 1.025 2E 5.4 20.000 34.127 to 150.0 0.0 5.400 10.000 STR 17.0 0.0713 0.0 25.400 1.812 * * Fixed Loss = 10 Vel = 6.61 0.0 17.00 45.939 K Factor = 2.51 H.4 7.42 0.862 Utr 2.0 13.000 12.030 to 150.0 0.0 2.000 0.0 H.1 7.42 0.0357 0.0 15.000 0.536 Vel = 4.08 H.1 0.0 0.862 Utr 2.0 16.000 12.566 to 150.0 0.0 2.000 0.0 1-.5 7.42 0.0358 0.0 18.000 0.644 Vel = 4.08 1-1.5 0.0 0.862 Utr 2.0 2.000 13.210 to 150.0 0.0 2.000 0.0 T.22 7.42 0.0360 0.0 4.000 0.144 Vel = 4.08 T.22 -1.75 0.862 Utr 2.0 8.000 13.354 to 150.0 0.0 2.000 0.0 T.24 5.67 0.0217 0.0 10.000 0.217 Vel = 3.12 T.24 0.0 0.862 Utr 2.0 2.000 13.571 to 150.0 0.0 2.000 0.0 T.25 5.67 0.0217 0.0 4.000 0.087 Vel = 3.12 T.25 0.0 0.862 Utr 2.0 7.000 13.658 to 150.0 0.0 2.000 0.0 T.30 5.67 0.0217 0.0 9.000 0.195 Vel = 3.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.30 -2.47 0.862 2Utb 34.0 18.000 13.853 to 150.0 0.0 28.000 3.465 T.26 3.2 0.0075 0.0 46.000 0.346 Vel = 1.76 T.26 -0.18 0.862 Utr 2.0 10.000 17.664 to 150.0 0.0 2.000 0.0 H.10 3.02 0.0068 0.0 12.000 0.082 Vel = 1.66 H.10 0.0 0.862 Utr 2.0 17.000 17.746 to 150.0 0.0 2.000 0.0 H.16 3.02 0.0068 0.0 19.000 0.129 Vel = 1.66 H.16 0.0 0.862 Utr 2.0 9.000 17.875 to 150.0 0.0 2.000 0.0 H.19 3.02 0.0068 0.0 11.000 0.075 Vel = 1.66 H.19 0.0 0.862 0.0 14.000 17.950 to 150.0 0.0 0.0 0.0 H.18 3.02 0.0068 0.0 14.000 0.095 Vel = 1.66 H.18 0.0 0.862 Utr 2.0 9.000 18.045 to 150.0 0.0 2.000 0.0 H.15 3.02 0.0067 0.0 11.000 0.074 Vel = 1.66 H.15 0.0 0.862 Utr 2.0 8.000 18.119 to 150.0 0.0 2.000 0.0 T.33 3.02 0.0068 0.0 10.000 0.068 Vel = 1.66 0.0 3.02 18.187 K Factor = 0.71 T.29 2.56 0.862 Utb 17.0 9.000 13.350 to 150.0 0.0 14.000 0.0 T.28 2.56 0.0050 0.0 23.000 0.115 Vel = 1.41 T.28 1.76 0.862 2Utb 34.0 28.000 13.465 to 150.0 0.0 28.000 3.465 T.21 4.32 0.0131 0.0 56.000 0.735 Vel = 2.37 T.21 0.17 0.862 Utr 2.0 9.000 17.665 to 150.0 0.0 2.000 0.0 H.2 4.49 0.0142 0.0 11.000 0.156 Vel = 2.47 H.2 0.0 0.862 Utr 2.0 11.000 17.821 to 150.0 0.0 2.000 0.0 T.23 4.49 0.0141 0.0 13.000 0.183 Vel = 2.47 T.23 0.0 0.862 Utr 2.0 3.000 18.004 to 150.0 0.0 2.000 0.0 T.27 4.49 0.0142 0.0 5.000 0.071 Vel = 2.47 T.27 0.0 0.862 Utr 2.0 2.000 18.075 to 150.0 0.0 2.000 0.0 H.11 4.49 0.0142 0.0 4.000 0.057 Vel = 2.47 H.11 0.0 0.862 Utr 2.0 2.000 18.132 to 150.0 0.0 2.000 0.0 T.32 4.49 0.0140 0.0 4.000 0.056 Vel = 2.47 T.32 4.40 0.862 Utb 17.0 2.000 18.188 to 150.0 0.0 14.000 0.0 T.31 8.89 0.0500 0.0 16.000 0.800 Vel = 4.89 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Page 7 Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 8.89 18.988 K Factor = 2.04 T.22 1.75 0.862 Utb 17.0 12.000 13.354 to 150.0 Utr 2.0 16.000 0.0 H.6 1.75 0.0025 0.0 28.000 0.069 Vel = 0.96 H.6 0.0 0.862 Utr 2.0 11.000 13.423 to 150.0 0.0 2.000 0.0 H.9 1.75 0.0025 0.0 13.000 0.032 Vel = 0.96 H.9 0.0 0.862 Utr 2.0 2.000 13.455 to 150.0 0.0 2.000 0.0 T.28 1.75 0.0025 0.0 4.000 0.010 Vel = 0.96 0.0 1.75 13.465 K Factor = 0.48 T.35 1.93 0.862 Uel 11.0 10.000 13.833 to 150.0 0.0 12.000 0.0 H.20 1.93 0.0030 0.0 22.000 0.065 Vel = 1.06 H.20 0.0 0.862 0.0 14.000 13.898 to 150.0 0.0 0.0 0.0 H.17 1.93 0.0030 0.0 14.000 0.042 Vel = 1.06 H.17 0.0 0.862 Utr 2.0 10.000 13.940 to 150.0 0.0 2.000 0.0 T.34 1.93 0.0029 0.0 12.000 0.035 Vel = 1.06 T.34 2.47 0.862 2Utb 34.0 27.000 13.975 to 150.0 0.0 28.000 3.465 T.32 4.4 0.0136 0.0 55.000 0.748 Vel = 2.42 0.0 4.40 18.188 K Factor = 1.03 T.30 2.47 0.862 Utr 2.0 2.000 13.853 to 150.0 0.0 2.000 0.0 H.12 2.47 0.0048 0.0 4.000 0.019 Vel = 1.36 H.12 0.0 0.862 Utr 2.0 16.000 13.872 to 150.0 0.0 2.000 0.0 H.13 2.47 0.0047 0.0 18.000 0.084 Vel = 1.36 H.13 0.0 0.862 Utr 2.0 2.000 13.956 to 150.0 0.0 2.000 0.0 T.34 2.47 0.0048 0.0 4.000 0.019 Vel = 1.36 0.0 2.47 13.975 K Factor = 0.66 T.26 0.17 0.862 Utr 2.0 8.000 17.664 to 150.0 0.0 2.000 0.0 H.7 0.17 0.0001 0.0 10.000 0.001 Vel = 0.09 H.7 0.0 0.862 Utr 2.0 6.000 17.665 to 150.0 0.0 2.000 0.0 H.3 0.17 0.0 0.0 8.000 0.0 Vel = 0.09 H.3 0.0 0.862 Utr 2.0 5.000 17.665 to 150.0 0.0 2.000 0.0 T.21 0.17 0.0 0.0 7.000 0.0 Vel = 0.09 0.0 0.17 17.665 K Factor = 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP RESIDENTIAL GROUP PLAN 2085-5 - One Head Calculation (H.4) Page 8 Date 10/6/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: STATIC P51: 65 l 51I2UA1 P51: 60 FLOW GPM: 300 1) (S 20' OF I-1/ 2" AQUAPSX FROM 11-E CPL TO 5,1 75' OR1-1/ 2" POLY FROM THE METER 1" MMR 20' OF I" CORP P FROM 11-S 51REET CPL — WA1':T S�TVIC� t2 1'AIL N,T,5, M05T HY2 AULICALLY REMOTE FEARS HEAP # GPM PRESS', 114 H.6 & 119 26 17 RE REQ' n AT STREET 45,94 47,87 RSLIA51.5 ANP 5NJU CONCALEI2 59RINKLSR IN5TALLA110N QUIP FOR " 5H5ET ROCK NS.S, LIAI3L5 MOM5 • KFC -30 LL • KFC -49 LL 5NJU SPKINKLSP MOr75L • KC K55 bottom of cover plate cup i" above bottom of joist bottom of cover plate cup " below bottom of joist CONCSALSn APAPV FI1'11N6 MOUNTING nMII. MINIMUM CUr LENGTH Or PIPE 3 I/ 2", MAXIMUM Cur LENGTH oP Pre12". FISLt2 VSPIFY FIN15HSt7 CEILING MAUTAL 10 r75TSKMINS MOUNTING NSIGHT' f71MN510N MUL11-PURP05 Fl -OW 5WI1-CH IN51'ALLA11ON 611 /SAM 31-1.- r0 3� LOCA 0\ An7\255 0r 3UII..3I Th Pr o, -n res C7 Without Comments As Noted in Fled O Per The Attached Letter plans have been reviewed by The Tukwila Fire ention Bureau fOr• conformance w th current City ards. Accept ;,L subject to errors and slons which >-! violations of adopted :arils and r ;: T,e •espons hili ,y for the uacy of d_.. i ,r, the csigner. ions, deif. cic.._ n ,. .. Drawings after •-ate will require a rnittai c,° r�';i i ,s; r.:. .1j ,r` e s approval. Fin s accep i >L:_ is to oleic ;: ; and Inspection by The I.Ikwlla Fire. t i :