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HomeMy WebLinkAboutPP - 14401 34TH LN S - OVERBECK - PERMITS AND PLANS14401 34TH LN S ASSOCIATED PERMITS 15-S-198 D15-0129 SITE LOCATION Site Address: rlWol Tenant Name: ' /WI 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.: 1 -tee Suite Number: Property Owner's Name: /'/ke Qd 'fiCc4 Mailing Address: %2C) / bib '- CONTACT PERSON -if there are questions about the submittal. g%ref cc k Name: Company Name: —..)/id C? v (CA"-/ Mailing Address: Awe I //c Floor: New Tenant? ❑ - Yes ❑ - No v,C ,/i k1 - City Day Telephone: 9516 6 State Zip • 7470-0 Pad E-mail Address: AA ® t/V/Co�P/'Z /NOd 7117 P Lin 1Mo 64/ /, 4 //L Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 2 2_ rte. Valuation of Project (contractor's bid price): $ 7 'od-- State Zip Fax Number: Scope of Work (please provide detailed information): 2//�E"i)�✓�I('r/ et -4- /le -4-j - a A, €5f, -.J UfrJd0' fel S S/c4-0 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 OWNERT : ; ED AGENT: Signature: Print Name: Date: /I / /Zoic - Day Telephone: .206 777 2-51 Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - 0129 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: A OVLe,Cit( Sprinklers: Fire Alarm: Typeection: Address: lyy0� Suite #: U 7 LA).Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: R"friJA).ZD Ste. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:'% /15 3 Date: S7/6 // C 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 permit i-5- 6 -)K--0/2g PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -Cj /n/bL__ Type of In pe/"cti�o�: Address: Suite #:! 3' 4J S V ( Contact Person: -6 /'7`7 ••- Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: 20orrections required prior to approval. • 3e1/ /4/- latittZ") fYG! D44�r Cn+s or 'wY Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: ""! Date:4-/6/,/L Hlrs.: / 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 INSPE ON NUMBER INSPECTION RECORD Retain a copy with permit ))15--0124' is- s -I95 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: .ai' /veil_ Type of Inspection: 1,404/- — ,0 / Address: Suite #: /WO/ 3V" Z -Ai Contact Person: Special Instructions: - '- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: — (� '4-c" C / Monitor: Pre -Fire: - '- Occupancy Type: -rie- ---- /19,-;75- -- / in 0 /— 4e- et s - g • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J5�3 Date: /y//(,h_ Hrs.: Z . 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 A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales©a-pexdesignservices.com Job Name : 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Drawing Location : 3429 S 144TH ST TUKWILA WA Remote Area : Contract : 150805-02 Data File : 150805-02 31 TH Unit B18.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP Page 1 31 TOWNHOMES UNITS' - One Head Calculation (H.12) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B Location - TUKWILA WA Building - Contractor - Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 8-5-2015 System No. - Contract No. - 150805-02 Drawing No. - ( ) Non -Combustible Ceiling Height S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling E (X)NFPA 13D Made by Date M Listed Flow at Start Point - Listed Pres. at Start Point - 7.04 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added - S Additional Flow Added - I Elevation at Highest Outlet - G Note: N 13 Gpm Psi x 16 0 Gpm Gpm 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 13 Summary C -Factor Used: Psi Required 47.18 At Ref Pt STR Overhead 15C Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) R Residual (Psi) - 55 60 Flow (Gpm) - 300 S Elevation - 100 P P L Y Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C N 2 C O a3 U 3 0 -o as a) C d0 W c m U ani (0 W c0)0 C0 a m 0 x (1) Q a) -O VO) N 3N^E ova) cLid co = c. EEEE wcncnN Cco z, ONN OM a) (p00010U) E a) 0 O O1.0O (011)0) 0 MN 0 0 0 0 0 0 0 0 0 0 O) CO N- CO 1.0 nt M N �- d W (r) (1) 0 Q' W O O O N O 0 N O 0 O O Fittings Used Summary N_ 0 U f6 0 0 2 n. 0 Uri • C CO aa)) Z U� Nco 2 c 0 rn= Z x0 CL Q M� • co N t- t- 0 0 O O .- o ▪ O - ,- 0 0 0 O 0 ,- . 0) 0 0 0 0 at CO OD 0 OO to -r)nN-ooO n 0 • N CO CO O OO N 0 - N O O 0 0 0 CO O C, OOO • O co M 0 0 0 N O .-e-• N CS! 0OO O O - N N 0 0 0 a-COa- X• 000 • o00 own • (0 er Cal Nr - e- O N • (V,Nr'• '-N �Na- CAcoN.- to U E 3 N c - O. a o ) �mCe oa O ami �w y y oc(�aQ� o '0 0 n n o. o b )it.0 0 0 Ctrn(9rn<<< • •TD Units Summary 0 c uj F2N L (n, w 0 w 7 E LL o a) O en• c�-� =coc-o ( • a) a, z3 >T3 it ESL O p N C Z NI.U L 0 C0_ -5,• a) Q .�c�imVmo v,cn �•Ov oU co_o0a) C N a) .▪ 0. o N=m 42 co Na W._. -W -c 0* av) Lf0=oM L c a aci ilfl O cn co O "0 _) N 0 U -a N L .c 0 7 •Q L U U w U V) o •,_, o a) Elinin N� F E L 0 _ _N > .0 t` 0 0 '0 .= CCO LQ c p _0 • o Y (n ` I- C o e o m QO'OO(n- D N a) U 7 L a)(C•ow D).. co c 0 U_ y a) 07o m-.� J C- E < 0 C CO •C 0) -fl- w C (nU _cC o �•C �N *e N U N -c. 0 LL o p N 1-,,mLL U > E �3 co N N Q(.) o C 0 22 O Cr O Jlia ZW o ate) cep _L- b Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 4 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.985 13.0 47.182 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 124.0 H.5 124.0 H.3 124.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.43 108.0 T.42 108.0 T.41 108.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 H.17 116.0 H.16 116.0 H.15 116.0 T.37 116.0 T.36 116.0 H.14 124.0 H.13 124.0 T.29 124.0 T.30 124.0 H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.33 116.0 T.31 116.0 T.46 108.0 H.22 108.0 T.45 108.0 T.44 108.0 T.28 116.0 T.27 116.0 4.9 7.04 7.67 7.91 8.0 11.84 11.87 15.49 15.51 15.66 15.68 15.71 15.71 15.78 18.25 30.9 31.51 47.18 7.6 7.74 7.88 11.81 11.84 11.84 11.86 11.87 11.94 8.01 8.1 8.18 8.34 8.1 8.21 8.22 8.27 11.83 11.85 15.61 15.63 15.66 15.67 11.85 11.87 13.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 5 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 H.8 H.9 H.1 H.2 H.21 H.19 H.18 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 11.87 11.85 11.85 11.87 11.87 15.63 15.66 15.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-Pex Design Services, Inc. -EP Page 6 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 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.12 5.68 0.862 1 UeI 11.0 17.000 7.040 to 150.0 0.0 12.000 0.0 H.5 5.68 0.0219 0.0 29.000 0.634 K Factor = 4.90 Vel = 3.12 H.5 0.0 0.862 1 Utr 2.0 9.000 7.674 to 150.0 0.0 2.000 0.0 H.3 5.68 0.0218 0.0 11.000 0.240 Vel = 3.12 H.3 0.0 0.862 1 Utr 2.0 2.000 7.914 to 150.0 0.0 2.000 0.0 T.23 5.68 0.0217 0.0 4.000 0.087 Vel = 3.12 T.23 -2.33 0.862 2Utb 34.0 18.000 8.001 to 150.0 0.0 28.000 3.465 T.25 3.35 0.0082 0.0 46.000 0.378 Vel = 1.84 T.25 -0.99 0.862 1 Utr 2.0 4.000 11.844 to 150.0 0.0 2.000 0.0 T.24 2.36 0.0043 0.0 6.000 0.026 Vel = 1.30 T.24 0.27 0.862 1 Utr 2.0 14.000 11.870 to 150.0 1 Utb 17.0 16.000 3.465 H.20 2.63 0.0053 0.0 30.000 0.158 Vel = 1.45 H.20 0.0 0.862 0.0 3.000 15.493 to 150.0 0.0 0.0 0.0 T.39 2.63 0.0053 0.0 3.000 0.016 Vel = 1.45 T.39 0.0 0.862 1 Utb 17.0 2.000 15.509 to 150.0 1 UeI 11.0 26.000 0.0 T.38 2.63 0.0052 0.0 28.000 0.147 Vel = 1.45 T.38 -1.18 0.862 1 Utb 17.0 2.000 15.656 to 150.0 0.0 14.000 0.0 T.43 1.45 0.0018 0.0 16.000 0.028 Vel = 0.80 T.43 1.46 1.054 1 Utr 4.0 6.000 15.684 to 150.0 0.0 4.000 0.0 T.42 2.91 0.0024 0.0 10.000 0.024 Vel = 1.07 T.42 1.63 1.054 0.0 1.000 15.708 to 150.0 0.0 0.0 0.0 T.41 4.54 0.0050 0.0 1.000 0.005 Vel = 1.67 T.41 1.18 1.054 1 Utr 4.0 4.000 15.713 to 150.0 0.0 4.000 0.0 T.40 5.72 0.0084 0.0 8.000 0.067 Vel = 2.10 T.40 7.28 1.054 1T 2.44 8.000 15.780 to 150.0 1 Utb 9.0 11.440 1.732 S.1 13.0 0.0379 0.0 19.440 0.737 Vel = 4.78 S.1 0.0 1.054 1E 1.22 20.000 18.249 to 150.0 1T 2.44 4.067 11.732 CPL 13.0 0.0380 1G 0.407 24.067 0.914 * * Fixed Loss = 10 Vel = 4.78 CPL 0.0 1.38 2E 9.066 50.000 30.895 to 150.0 1C 1.511 10.577 0.0 MTR 13.0 0.0102 0.0 60.577 0.618 Vel = 2.79 MTR 0.0 1.025 2E 5.4 10.000 31.513 to 150.0 0.0 5.400 15.000 STR 13.0 0.0434 0.0 15.400 0.669 * * Fixed Loss = 15 Vel = 5.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 7 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 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 13.00 47.182 K Factor = 1.89 H.12 7.32 0.862 1 Uel 11.0 4.000 to 150.0 0.0 12.000 H.11 7.32 0.0349 0.0 16.000 7.040 0.0 0.558 Vel = 4.02 H.11 0.0 0.862 1 Utr 2.0 2.000 to 150.0 0.0 2.000 T.32 7.32 0.0350 0.0 4.000 7.598 0.0 0.140 Vel = 4.02 T.32 0.0 0.862 1 Utr 2.0 2.000 to 150.0 0.0 2.000 T.34 7.32 0.0348 0.0 4.000 7.738 0.0 0.139 Vel = 4.02 T.34 -3.26 0.862 2Utb 34.0 12.000 to 150.0 0.0 28.000 T.35 4.06 0.0117 0.0 40.000 7.877 3.465 0.469 Vel = 2.23 T.35 -2.80 0.862 1 Uel 11.0 7.000 to 150.0 0.0 12.000 H.17 1.26 0.0013 0.0 19.000 11.811 0.0 0.025 Vel = 0.69 H.17 0.0 0.862 0.0 4.000 11.836 to 150.0 0.0 0.0 0.0 H.16 1.26 0.0012 0.0 4.000 0.005 Vel = 0.69 H.16 0.0 0.862 1 Utr 2.0 10.000 to 150.0 0.0 2.000 H.15 1.26 0.0014 0.0 12.000 11.841 0.0 0.017 Vel = 0.69 H.15 0.0 0.862 1 Utr 2.0 8.000 to 150.0 0.0 2.000 T.37 1.26 0.0013 0.0 10.000 11.858 0.0 0.013 Vel = 0.69 T.37 0.43 0.862 2Utb 34.0 1.000 to 150.0 0.0 28.000 T.36 1.69 0.0023 0.0 29.000 11.871 0.0 0.067 Vel = 0.93 T.36 5.59 1.054 1 Utr 4.0 25.000 to 150.0 0.0 4.000 T.40 7.28 0.0130 0.0 29.000 11.938 3.465 0.377 Vel = 2.68 0.0 7.28 15.780 K Factor = 1.83 T.34 3.26 0.862 1 Uel 11.0 5.000 to 150.0 0.0 12.000 H.14 3.26 0.0078 0.0 17.000 7.877 0.0 0.133 Vel = 1.79 H.14 0.0 0.862 0.0 12.000 to 150.0 0.0 0.0 H.13 3.26 0.0078 0.0 12.000 8.010 0.0 0.094 Vel = 1.79 H.13 0.0 0.862 1 Utr 2.0 8.000 to 150.0 0.0 2.000 T.29 3.26 0.0078 0.0 10.000 8.104 0.0 0.078 Vel = 1.79 T.29 0.0 0.862 1 Utr 2.0 4.000 to 150.0 1 Utb 17.0 16.000 T.30 3.26 0.0078 0.0 20.000 8.182 0.0 0.156 Vel = 1.79 T.30 2.33 1.054 1 Utr 4.0 13.000 to 150.0 0.0 4.000 T.36 5.59 0.0079 0.0 17.000 8.338 3.465 0.135 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 8 31 TOWNHOMES UNIT B' - One Head Calculation (H.12) Date 8/5/2015 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 5.59 11.938 K Factor = 1.62 T.23 2.33 0.862 1 Uel 11.0 9.000 8.001 to 150.0 1 Utr 2.0 14.000 0.0 H.4 2.33 0.0042 0.0 23.000 0.097 Vel = 1.28 H.4 0.0 0.862 1 Uel 11.0 14.000 8.098 to 150.0 0.0 12.000 0.0 H.6 2.33 0.0042 0.0 26.000 0.110 Vel = 1.28 H.6 0.0 0.862 1 Utr 2.0 1.000 8.208 to 150.0 0.0 2.000 0.0 T.26 2.33 0.0040 0.0 3.000 0.012 Vel = 1.28 T.26 0.0 0.862 1 Utr 2.0 9.000 8.220 to 150.0 0.0 2.000 0.0 H.10 2.33 0.0043 0.0 11.000 0.047 Vel = 1.28 H.10 0.0 0.862 1 Utb 17.0 3.000 8.267 to 150.0 0.0 14.000 0.0 T.30 2.33 0.0042 0.0 17.000 0.071 Vel = 1.28 0.0 2.33 8.338 K Factor = 0.81 T.35 2.80 0.862 1 Utr 2.0 1.000 11.811 to 150.0 0.0 2.000 0.0 T.33 2.8 0.0057 0.0 3.000 0.017 Vel = 1.54 T.33 0.0 0.862 1 Utr 2.0 2.000 11.828 to 150.0 0.0 2.000 0.0 T.31 2.8 0.0060 0.0 4.000 0.024 Vel = 1.54 T.31 0.29 0.862 2Utb 34.0 14.000 11.852 to 150.0 0.0 28.000 3.465 T.46 3.09 0.0070 0.0 42.000 0.296 Vel = 1.70 T.46 -1.47 0.862 1 Utr 2.0 6.000 15.613 to 150.0 0.0 2.000 0.0 H.22 1.62 0.0021 0.0 8.000 0.017 Vel = 0.89 H.22 0.0 0.862 1 UeI 11.0 2.000 15.630 to 150.0 0.0 12.000 0.0 T.45 1.62 0.0021 0.0 14.000 0.030 Vel = 0.89 T.45 0.0 0.862 0.0 4.000 15.660 to 150.0 0.0 0.0 0.0 T.44 1.62 0.0022 0.0 4.000 0.009 Vel = 0.89 T.44 0.0 0.862 1 Utb 17.0 2.000 15.669 to 150.0 1 Utr 2.0 16.000 0.0 T.42 1.62 0.0022 0.0 18.000 0.039 Vel = 0.89 0.0 1.62 15.708 K Factor = 0.41 T.25 0.99 0.862 1 Utr 2.0 3.000 11.844 to 150.0 0.0 2.000 0.0 T.28 0.99 0.0010 0.0 5.000 0.005 Vel = 0.54 T.28 -0.29 0.862 2Utb 34.0 10.000 11.849 to 150.0 0.0 28.000 0.0 T.27 0.7 0.0004 0.0 38.000 0.017 Vel = 0.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 9 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 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.27 -0.27 0.862 1 Uel 11.0 5.000 11.866 to 150.0 0.0 12.000 0.0 H.7 0.43 0.0002 0.0 17.000 0.003 Vel = 0.24 H.7 0.0 0.862 1 Utr 2.0 7.000 11.869 to 150.0 0.0 2.000 0.0 T.37 0.43 0.0002 0.0 9.000 0.002 Vel = 0.24 0.0 0.43 11.871 K Factor = 0.12 T.28 0.28 0.862 1 Uel 11.0 3.000 11.849 to 150.0 0.0 12.000 0.0 H.8 0.28 0.0001 0.0 15.000 0.001 Vel = 0.15 H.8 0.0 0.862 1 UeI 11.0 4.000 11.850 to 150.0 0.0 12.000 0.0 H.9 0.28 0.0001 0.0 16.000 0.001 Vel = 0.15 H.9 0.0 0.862 1 Utr 2.0 3.000 11.851 to 150.0 0.0 2.000 0.0 T.31 0.28 0.0002 0.0 5.000 0.001 Vel = 0.15 0.0 0.28 11.852 K Factor = 0.08 T.27 0.27 0.862 1 Utr 2.0 12.000 11.866 to 150.0 0.0 2.000 0.0 H.1 0.27 0.0001 0.0 14.000 0.001 Vel = 0.15 H.1 0.0 0.862 2Uel 22.0 10.000 11.867 to 150.0 0.0 24.000 0.0 1-1.2 0.27 0.0001 0.0 34.000 0.003 Vel = 0.15 H.2 0.0 0.862 1 Utr 2.0 4.000 11.870 to 150.0 0.0 2.000 0.0 T.24 0.27 0.0 0.0 6.000 0.0 Vel = 0.15 0.0 0.27 11.870 K Factor = 0.08 T.46 1.46 0.862 1 Utr 2.0 6.000 15.613 to 150.0 0.0 2.000 0.0 H.21 1.46 0.0018 0.0 8.000 0.014 Vel = 0.80 H.21 0.0 0.862 1 UeI 11.0 6.000 15.627 to 150.0 1 Utb 17.0 26.000 0.0 T.43 1.46 0.0018 0.0 32.000 0.057 Vel = 0.80 0.0 1.46 15.684 K Factor = 0.37 T.38 1.18 0.862 1 Utr 2.0 1.000 15.656 to 150.0 0.0 2.000 0.0 H.19 1.18 0.0013 0.0 3.000 0.004 Vel = 0.65 H.19 0.0 0.862 1 UeI 11.0 9.000 15.660 to 150.0 1 Utr 2.0 14.000 0.0 H.18 1.18 0.0012 0.0 23.000 0.027 Vel = 0.65 H.18 0.0 0.862 1 Utb 17.0 8.000 15.687 to 150.0 0.0 14.000 0.0 T.41 1.18 0.0012 0.0 22.000 0.026 Vel = 0.65 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 10 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 1.18 15.713 K Factor = 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Drawing Location : 3429 S 144TH ST TUKWILA WA Remote Area Contract : 150805-02 Data File : 150805-02 31 TH Unit B18.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP Page 1 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B Location - TUKWILA WA Building - Contractor - Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date - 8-5-2015 System No. - Contract No. —150805-02 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling (X)NFPA 13D Made by Date M Listed Flow at Start. Point Listed Pres. at Start Point - 9 D E S I G N MAXIMUM LISTED SPACING 12 Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: - 9 Gpm Psi x 12 - 0 Gpm Gpm - 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 18.048 Summary C -Factor Used: Psi Required 52.2 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 60 R Residual (Psi) - 55 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 1.0 O N N CO 0) .O+ a) a) O0 M 2 05 2 C 0 IrTS0 a3 0 w 2 O 3 d ~ w' C CO H N Z U � N w CO w c0 (2 O • 5 x0 a)� M CO Nr O N. CO ti v O -ON cLd c0 c maE)EEaEirn a) m >w(�n0vn C41) OO)coN Cl—NN OM () (p00020(1) E a) 0 0 01.00 co) 1-N3 L_0 a To To O_°'a :O o (`LEo o CJ :: 0 () N 0 : 14) •<1' cc) N 0 O 0 0 0 0 0 0 0 0 0 0) CO N- CO 10 '- M N s CL w (n (/) o w 0 0 O M O O N O 1.0 O 0 O 1) Fittings Used Summary 0 _ O 0 aS U v a3 a) _ d F- W' Ccri F_ - VZ .Z = a) Lu co C 0 m = N m 0 * Q. Qr M 0 a) v E c NZ CD a) J • 0) N iL Q r M N a) r r 0 0 0 O r o T.. O r r 0 0 0 O O r�r O)OOO 0 ry 00000 0 r M n r- 0 0 0 n o r N a] CO O OO N 0 N O 0 0 0 0 OO O r r' p M 0 0 0 r.. --C') Cr)OO OO N O r N N 0 0 0 O 0 r N N 0 0 0 e-Opr r 000 La) iA .L W O a) 5 rnrit)000 I T N 0O 93 U co N •f0 13 cOr 000 N N C o) rw U 7 N .E9 mc rO o0on w aN "_c u_0_ O 0 <p C Z v)� > v' L a3 (L) 7:1 •D N O. ,r co co U CL N V y0 a) V C O a3 f0 a) a) (1) �O L E N N a3 a3 _c c.0) 'aco m L L O O- Ta O (a To a) .1 U v y G) 0- E ,= a) `m r NrMMNr CLL C ceras E ��wwEca a3a3 +5 C o'er •gCa)OCv -.(2 0 v a3 w H k- r r N r O CV .LCN r N r a r N 0) .33° m`3U d . oa4 oaamaL aNL> _, )- U a) LU N N 13 O p C a)) CD C w >p�U, «00)1-I� p).t y = > O O C X X X ;a o ana w J C OQ o U c U. 7>> C N 0 —a) o E N 0 b W b 0 0 0 E ? C � C, U_0 C O a) VOX v NU o-cn ( LL p a) E� . « * E rn3 y aas)•N a20 Tu a� E 0Eo2 oa -`_"a.,L OWU' E-»> 5JLL� Z W o ca as4O Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 4 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.972 18.05 52.199 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.30 124.0 T.36 116.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.43 108.0 T.42 108.0 T.41 108.0 H.3 124.0 H.5 124.0 H.12 124.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 T.33 116.0 T.31 116.0 T.46 108.0 H.22 108.0 T.45 108.0 T.44 108.0 H.14 124.0 H.13 124.0 T.29 124.0 T.28 116.0 T.27 116.0 H.7 116.0 T.37 116.0 H.8 116.0 H.9 116.0 3 3 9.0 9.66 9.74 10.02 10.45 14.18 18.34 21.43 34.84 35.97 52.2 9.14 13.97 14.04 17.8 17.84 18.12 18.17 18.22 18.22 9.1 9.3 9.83 10.13 10.2 10.27 14.05 14.06 14.08 18.05 18.08 18.13 18.15 10.32 10.36 10.39 14.0 14.04 14.06 14.08 14.03 14.07 9.0 9.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • A-Pex Design Services, Inc. -EP Page 5 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 H.1 H.17 H.16 H.15 H.21 H.19 H.18 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 14.04 14.04 14.06 14.06 14.07 18.08 18.12 18.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-Pex Design Services, Inc. -EP Page 6 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 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 6.16 0.862 1 UeI 11.0 14.000 9.000 to 150.0 0.0 12.000 0.0 H.6 6.16 0.0254 0.0 26.000 0.660 K Factor = 3.00 Vel = 3.39 H.6 0.0 0.862 1 Utr 2.0 1.000 9.660 to 150.0 0.0 2.000 0.0 T.26 6.16 0.0253 0.0 3.000 0.076 Vel = 3.39 T.26 0.0 0.862 1 Utr 2.0 9.000 9.736 to 150.0 0.0 2.000 0.0 H.10 6.16 0.0254 0.0 11.000 0.279 Vel = 3.39 H.10 0.0 0.862 1 Utb 17.0 3.000 10.015 to 150.0 0.0 14.000 0.0 T.30 6.16 0.0254 0.0 17.000 0.431 Vel = 3.39 T.30 1.92 1.054 1 Utr 4.0 13.000 10.446 to 150.0 0.0 4.000 3.465 T.36 8.08 0.0157 0.0 17.000 0.267 Vel = 2.97 T.36 2.11 1.054 1 Utr 4.0 25.000 14.178 to 150.0 0.0 4.000 3.465 T.40 10.19 0.0242 0.0 29.000 0.701 Vel = 3.75 T.40 7.86 1.054 1T 2.44 8.000 18.344 to 150.0 1 Utb 9.0 11.440 1.732 S.1 18.05 0.0696 0.0 19.440 1.353 Vel = 6.64 S.1 0.0 1.054 1E 1.22 20.000 21.429 to 150.0 1T 2.44 4.067 11.732 CPL 18.05 0.0696 1G 0.407 24.067 1.675 * * Fixed Loss = 10 Vel = 6.64 CPL 0.0 1.38 2E 9.066 50.000 34.836 to 150.0 1C 1.511 10.577 0.0 MTR 18.05 0.0187 0.0 60.577 1.135 Vel = 3.87 MTR 0.0 1.025 2E 5.4 10.000 35.971 to 150.0 0.0 5.400 15.000 STR 18.05 0.0797 0.0 15.400 1.228 * * Fixed Loss = 15 Vel = 7.02 0.0 18.05 52.199 K Factor = 2.50 H.4 2.84 0.862 1 UeI 11.0 9.000 9.000 to 150.0 1 Utr 2.0 14.000 0.0 T.23 2.84 0.0060 0.0 23.000 0.139 Vel = 1.56 T.23 3.87 0.862 2Utb 34.0 18.000 9.139 to 150.0 0.0 28.000 3.465 T.25 6.71 0.0297 0.0 46.000 1.367 Vel = 3.69 T.25 -2.77 0.862 1 Utr 2.0 4.000 13.971 to 150.0 0.0 2.000 0.0 T.24 3.94 0.0110 0.0 6.000 0.066 Vel = 2.17 T.24 -0.20 0.862 1 Utr 2.0 14.000 14.037 to 150.0 1 Utb 17.0 16.000 3.465 H.20 3.74 0.0101 0.0 30.000 0.302 Vel = 2.06 H.20 0.0 0.862 0.0 3.000 17.804 to 150.0 0.0 0.0 0.0 T.39 3.74 0.0103 0.0 3.000 0.031 Vel = 2.06 T.39 0.0 0.862 1 Utb 17.0 2.000 17.835 to 150.0 Wei 11.0 26.000 0.0 T.38 3.74 0.0101 0.0 28.000 0.282 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 7 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 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.38 -1.66 0.862 1 Utb 17.0 2.000 18.117 to 150.0 0.0 14.000 0.0 T.43 2.08 0.0034 0.0 16.000 0.055 Vel = 1.14 T.43 1.94 1.054 1 Utr 4.0 6.000 18.172 to 150.0 0.0 4.000 0.0 T.42 4.02 0.0043 0.0 10.000 0.043 Vel = 1.48 T.42 2.18 1.054 0.0 1.000 18.215 to 150.0 0.0 0.0 0.0 T.41 6.2 0.0090 0.0 1.000 0.009 Vel = 2.28 T.41 1.66 1.054 1 Utr 4.0 4.000 18.224 to 150.0 0.0 4.000 0.0 T.40 7.86 0.0150 0.0 8.000 0.120 Vel = 2.89 0.0 7.86 18.344 K Factor = 1.84 T.23 -3.87 0.862 1 Utr 2.0 2.000 9.139 to 150.0 0.0 2.000 0.0 H.3 -3.87 -0.0107 0.0 4.000 -0.043 Vel = 2.13 H.3 9.05 0.862 1 Utr 2.0 9.000 9.096 K Factor = 3.00 to 150.0 0.0 2.000 0.0 H.5 5.18 0.0184 0.0 11.000 0.202 Vel = 2.85 H.5 0.0 0.862 1 Uel 11.0 17.000 9.298 to 150.0 0.0 12.000 0.0 H.12 5.18 0.0184 0.0 29.000 0.534 Vel = 2.85 H.12 0.0 0.862 1 UeI 11.0 4.000 9.832 to 150.0 0.0 12.000 0.0 H.11 5.18 0.0184 0.0 16.000 0.294 Vel = 2.85 H.11 0.0 0.862 1 Utr 2.0 2.000 10.126 to 150.0 0.0 2.000 0.0 T.32 5.18 0.0182 0.0 4.000 0.073 Vel = 2.85 T.32 0.0 0.862 1 Utr 2.0 2.000 10.199 to 150.0 0.0 2.000 0.0 T.34 5.18 0.0185 0.0 4.000 0.074 Vel = 2.85 T.34 -1.92 0.862 2Utb 34.0 12.000 10.273 to 150.0 0.0 28.000 3.465 T.35 3.26 0.0078 0.0 40.000 0.312 Vel = 1.79 T.35 -0.82 0.862 1 Utr 2.0 1.000 14.050 to 150.0 0.0 2.000 0.0 T.33 2.44 0.0043 0.0 3.000 0.013 Vel = 1.34 T.33 0.0 0.862 1 Utr 2.0 2.000 14.063 to 150.0 0.0 2.000 0.0 T.31 2.44 0.0048 0.0 4.000 0.019 Vel = 1.34 T.31 1.68 0.862 2Utb 34.0 14.000 14.082 to 150.0 0.0 28.000 3.465 T.46 4.12 0.0120 0.0 42.000 0.505 Vel = 2.27 T.46 -1.94 0.862 1 Utr 2.0 6.000 18.052 to 150.0 0.0 2.000 0.0 H.22 2.18 0.0038 0.0 8.000 0.030 Vel = 1.20 H.22 0.0 0.862 1 UeI 11.0 2.000 18.082 to 150.0 0.0 12.000 0.0 T.45 2.18 0.0036 0.0 14.000 0.051 Vel = 1.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 8 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 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.45 0.0 0.862 0.0 4.000 18.133 to 150.0 0.0 0.0 0.0 T.44 2.18 0.0038 0.0 4.000 0.015 Vel = 1.20 T.44 0.0 0.862 1 Utb 17.0 2.000 18.148 to 150.0 1 Utr 2.0 16.000 0.0 T.42 2.18 0.0037 0.0 18.000 0.067 Vel = 1.20 0.0 2.18 18.215 K Factor = 0.51 T.34 1.92 0.862 1 UeI 11.0 5.000 10.273 to 150.0 0.0 12.000 0.0 H.14 1.92 0.0029 0.0 17.000 0.050 Vel = 1.06 H.14 0.0 0.862 0.0 12.000 10.323 to 150.0 0.0 0.0 0.0 H.13 1.92 0.0029 0.0 12.000 0.035 Vel = 1.06 H.13 0.0 0.862 1 Utr 2.0 8.000 10.358 to 150.0 0.0 2.000 0.0 T.29 1.92 0.0029 0.0 10.000 0.029 Vel = 1.06 T.29 0.0 0.862 1 Utr 2.0 4.000 10.387 to 150.0 1 Utb 17.0 16.000 0.0 T.30 1.92 0.0030 0.0 20.000 0.059 Vel = 1.06 0.0 1.92 10.446 K Factor = 0.59 T.25 2.77 0.862 1 Utr 2.0 3.000 13.971 to 150.0 0.0 2.000 0.0 T.28 2.77 0.0058 0.0 5.000 0.029 Vel = 1.52 T.28 -1.67 0.862 2Utb 34.0 10.000 14.000 to 150.0 0.0 28.000 0.0 T.27 1.1 0.0011 0.0 38.000 0.040 Vel = 0.60 T.27 0.20 0.862 1 UeI 11.0 5.000 14.040 to 150.0 0.0 12.000 0.0 H.7 1.3 0.0014 0.0 17.000 0.024 Vel = 0.71 H.7 0.0 0.862 1 Utr 2.0 7.000 14.064 to 150.0 0.0 2.000 0.0 T.37 1.3 0.0014 0.0 9.000 0.013 Vel = 0.71 T.37 0.81 0.862 2Utb 34.0 1.000 14.077 to 150.0 0.0 28.000 0.0 T.36 2.11 0.0035 0.0 29.000 0.101 Vel = 1.16 0.0 2.11 14.178 K Factor = 0.56 T.28 1.67 0.862 1 UeI 11.0 3.000 14.000 to 150.0 0.0 12.000 0.0 H.8 1.67 0.0023 0.0 15.000 0.034 Vel = 0.92 H.8 0.0 0.862 1 UeI 11.0 4.000 14.034 to 150.0 0.0 12.000 0.0 H.9 1.67 0.0022 0.0 16.000 0.036 Vel = 0.92 H.9 0.0 0.862 1 Utr 2.0 3.000 14.070 to 150.0 0.0 2.000 0.0 T.31 1.67 0.0024 0.0 5.000 0.012 Vel = 0.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 9 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 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 1.67 14.082 K Factor = 0.45 T.24 0.20 0.862 1 Utr 2.0 4.000 14.037 to 150.0 0.0 2.000 0.0 H.2 0.2 0.0002 0.0 6.000 0.001 Vel = 0.11 H.2 0.0 0.862 2UeI 22.0 10.000 14.038 to 150.0 0.0 24.000 0.0 H.1 0.2 0.0 0.0 34.000 0.001 Vel = 0.11 H.1 0.0 0.862 1 Utr 2.0 12.000 14.039 to 150.0 0.0 2.000 0.0 T.27 0.2 0.0001 0.0 14.000 0.001 Vel = 0.11 0.0 0.20 14.040 K Factor = 0.05 T.35 0.81 0.862 1 Uel 11.0 7.000 14.050 to 150.0 0.0 12.000 0.0 H.17 0.81 0.0006 0.0 19.000 0.011 Vel = 0.45 H.17 0.0 0.862 0.0 4.000 14.061 to 150.0 0.0 0.0 0.0 H.16 0.81 0.0008 0.0 4.000 0.003 Vel = 0.45 H.16 0.0 0.862 1 Utr 2.0 10.000 14.064 to 150.0 0.0 2.000 0.0 H.15 0.81 0.0006 0.0 12.000 0.007 Vel = 0.45 H.15 0.0 0.862 1 Utr 2.0 8.000 14.071 to 150.0 0.0 2.000 0.0 T.37 0.81 0.0006 0.0 10.000 0.006 Vel = 0.45 0.0 0.81 14.077 K Factor = 0.22 T.46 1.94 0.862 1 Utr 2.0 6.000 18.052 to 150.0 0.0 2.000 0.0 H.21 1.94 0.0030 0.0 8.000 0.024 Vel = 1.07 H.21 0.0 0.862 1 Uel 11.0 6.000 18.076 to . 150.0 1 Utb 17.0 26.000 0.0 T.43 1.94 0.0030 0.0 32.000 0.096 Vel = 1.07 0.0 1.94 18.172 K Factor = 0.46 T.38 1.66 0.862 1 Utr 2.0 1.000 18.117 to 150.0 0.0 2.000 0.0 H.19 1.66 0.0023 0.0 3.000 0.007 Vel = 0.91 H.19 0.0 0.862 1 Uel 11.0 9.000 18.124 to 150.0 1 Utr 2.0 14.000 0.0 H.18 1.66 0.0022 0.0 23.000 0.051 Vel = 0.91 H.18 0.0 0.862 1 Utb 17.0 8.000 18.175 to 150.0 0.0 14.000 0.0 T.41 1.66 0.0022 0.0 22.000 0.049 Vel = 0.91 0.0 1.66 18.224 K Factor = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: 5fA11C P51: 60 PFSInUAL F51: 55 FLOW GPM: 500 20' OF I-1/ 4" AQUAPFX MOM THF CPL f0 5,1 n 50' OF 1-1/ 4" POLY MOM THF WV - 5/ 8" MFTFP v 15' OF 1" COPPFP PPOM THF STPFFf Sof? a PtfA N.f5, CPL 1 HFA12 2 HFA12 M05f HY2PAULICALLY FFMOfF HFA!5 HFAI # GPM H,12 H.4&R5 15 18 SSUP,F PI;Q' 2 Af 511?FFf 47.18 52,2 0 I?FC0-14 0 PF0O-12 O FC49-I6 I LIAI3LF Model P.FC30fC50 Concealed Pendent Sprinkler – – – 6 K-3, 155E°, 3/ 8" Orifice, Maximum Spacing 14'x14' Sprinkler head demand: 10 gpm 11,11 ---2 14 PFLIAI3LF Model FfC5OFFC50 Concealed Pendent Sprinkler K-5, 155F*, 5/ 8" Orifice, Maximum Spacing 12' x12' Sprinkler head demand: 9 gpm @ 9 FFLIAI3LF Model 1 FC49FFC49 Concealed Pendent Sprinkler K-4.9, 155F ° , 5/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 15 qpm @ 7.04 PFC49-16 FILE G0�y THIS SUGGF51W LAYOUT 1513A5FI2 UPON INFOPMA11ON MOVII2F1213Y OTHFPS, CHANGES IN CON511;UC11ON or FIFLI2 CONI21110N5 MAY OCCUP WHICH MAY FFQUIPF CHANGES fO TNF LAYOUT, 1f 15 TNF 1 5I ON51131L11Y 0' THF IN5fALLFP f0 NOTIFY APEX 17F5IGN SFPVICFS OP SUCH CHANGES, CONCALH9 AnAPT1EP PIT11NG MOUNTING PETAH- NFA Ian fA131,7,5,5,3 NF A 112 005;1" 5fl INC-�t; f;�QUI MFN1"5 b151"ANCF5 FFOM H�Ar 50UtCF5 N.fs. 8,63 AN13 SPFINKLEVS pANfH 5 TNAf (I) THr ASA T1 LEAST (3) T WALLS LIMITE19-COMf3u51161-r TYPrS Or PULPING �' I" SHALL NO1 MFFf ALL OF THr SPACE 131ME1JSION ANn CEILINGS MATFI:IALS CONST1.1C11ON, N1"5 I3r MOIJIMl7 IN CI.011 5 a0rs, LINEN CL05�f5, Or Tl FOLLOWING CON131T10N5: noFS NOT FXCFFn 24M-2 (2.2 M2) . 170x5 NOT FXCFFn 3 FT (0,9 M) , AM SUC?FACFn WITH NONCOM13U5116LF OR AS 13FFINFn IN NEPA 220, SfANI7A0n ON q'-8, a o" 206-787-0259 SCALP: ...� ,.....\4 ,1 11) HAT Saar OITINARYINi1 TEMP IN. l?MEPIAtE TEMP IN. E or�x rt,i 511E Or FIMPLACC 36" 12" MINIMUM aar utNGm Of rirfMAXIMA(2) 3-I/ 2". MAXIMCuf LENGTH Of rm E2". Fr;ONT OF FI1'EI'LACF 60" 36" WOOL? 6Ut?NING 9101/r 42" 12" KIfCI N f?ANGF 18" 9" WALL OVEN 18" 9" EroMx FM HOT AlC? FLUES 18" 9" sriNrurrAPaM UNINSULATEn I-FAf tUCf5 18" 9" �ss�UNINSULATFn �� i le t I, HOT WAIT PIMS 12" 6" 5113E Or NOT AIE LIFFUSrC? 24" 12" _ "` CLO 12,6 SQ, Ff =ED CLO 25,8 SQ, Ff = CLO 12 SQ, rf mow Or HOf Alf; nIFFUSFt; 36" 18" Fl L13 VFf?IFY MNI51 n HO1 W 1101 WATEt;1ATFp 6" 3" F 6" 3�� . CEILING MATE1'IAL f0 nrTrPMINr MOUNTING I IGHr 131MFNSION OW -250W LIGHT FIX11Jt;F 6" 3" ti SPFINKLFC: rEQUIC'En 5I'C INKLEC: I?EOUIMn SpriNKLFr Nof I?EQUI1'Fn 250W 499W LIGHt FIXTUC'E 12" 6" ® Without- Comments "( As Noted i ; =: O Per The Attach, i _eiter These plans have been reviewed by The Tukwila Fire Prevention Bureau For conformance wth current City sr7'ndards, Acceptance is subject to rror j and i omissions which r^, not authorize violations of adopted r'::idards and or'-0;,ar'ces: The responsibility for the of de_, ,r re:7:7S totally with he designer. d' ions, delnae ' , :°visions to these drawings aft t"is late vhf vo:Li _ :(7 ptanr_e and will require a rosuhmitta :.r�incs for subsequent appro s Final acceptaPc, , C., ::-c; to field test and inspection The Tukwila F;, _ e r :ar' Bureau. Date: AlAn5 I C 1hs ,tl cc Whit tL4tkfk ., Statt cos!) exk '- WP Bled- L,n1! tt • 1jc1 refLvtvtE�. • Flew C 4 e3A- retvi • TuKINTI FIRE DEPA_R h IENT cD:! 206-575-4407 and Aim. this E 3: 1 ermit No. !s -SE nd for shut- aF'i 0 of r-.: to : io approval. �iro�ti y!, .c TC49-I6 5.I VALV/ FLOO NO I -I/ G11 AO.,AFX rrOM 5.1 1"0 NAI \ SUFI\KL�F LOOP oo/ I/ 411_1 boll 6.5.3 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies tire sprinklers that require certain flows and pressures to tight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners. filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. • f',1177:7'7/-;'r�rl,� i. G100 2 56o ftOO I/ 4"-H1-0" COLOr/ LIN111'r LFGENt 13LUF LINES– PFFI2 fO MIXTUFF5 (13A11N, SHOWFF, FfCJ MACK LINES– 5PPINKLFP I-IFA71"0 SPPINKLFP HFAI2, I/ 2" PIPE SIZE 1" PIPE SIZE 1-1/ 4" PIPE SIZE NOTE5: IF A PPV 1513FING IN51/-LAR \O MOI THAN AN 81951 19M55Utt7 OP A1" 26. GPM 15 t?QUIFNni A I" A1901,L0 36U OF 56HI,F 5FrE5 MV 15 I ECOMMg \1Fn i VK -184-200 t2?Y UMIGHf MU51" [3� IN51"A-L-tt2 IN Afl1C IF FUF?NACF 15 1,0CAOI? t ftOCA03 IN Af11Ci CA.CUI,A110N5 HAVE A2 QUA1I SAft 1'0 5UP190rf A19t2I110NA., MI1"11NG, 3 LOO 0 (100 I//j.11_11-011 DES1 SER FIFF 5M INUF 10131 47th PI W Mukilteo, WA 98275 PH: 425-495-9680 PAX: 425-495-9717 SALES PPP: 15It2 N11AL FIFF PPOfFC110N SYSTEM TU13F TYPE: 1/ 2" f0 I -I / 2" AQUAF X SPFINKLFP INPOPMA11ON # of HEARS TH15 s- FFf - 21 # OF HEAPS TH15 J013 - 21 STATIC PPF55UP•F 15- 60 4 1 PPFLIM, & CONST. NV 8-5-2015 NO. 1:FVI50N/ I55UF RATE r -s PPOJFCf it: 150805-02 COMPANY: CONfACf: MKF OVFPC3FCK CONfACf PHONE # : 206-787-0259 SCALP: 1/ 4" = 1'-0" 17FSIGNFI713Y: NOAH FAKMAN CHFCKF1213Y: PAID Nov t 6 2O1S TUKWILA FIRE /__, --- s' //4//