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PP - 4052 S 146TH ST - UNKNOWN - PERMITS AND PLANS
4052 S 146TH ST ASSOCIATED PERMITS 12-S-261 D12-276 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Date application accepted: PAID 2a DV 11 TUKWI 6� FIRE King Co. Assessor's Tax No.:, Site Address 52- 10 S 9 u th St -Suite Number: 10V 3 Floor: Tenant Name: Property Owner's Name: Mailing Address: New Tenant? ❑ - Yes p - No CONTACT PERSON -if there are questions about the submittal. Name: J V T z— N1w r Company Name; () iJ N1(/It v l i LA) n IA'Vit 1 111 Mailing Address:7di 141 wg s'- k f A l 1 E-mail Address: 3O 4y 1kV e °'l %6 rl jwy,et City State Zip Day Telephone: 3 U 4U 3 j (ao ►rl w7 q9? -Z- tate Zi Fax Number: j,(G 4(J3S0 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 21, dovicQ 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 OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Day Telephone: Plan Permit App.doc 5/14/10 TFD FP Form 8 INSPECTION RECORD Retain a copy with (ern) a74 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: X11 v. -54'u -ate Ty of Inspe'°n: r l v`�_ ` K0 1� Adddr�ess:1_ S Suite#: t/0.5?--��b Contact Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: ye__ r— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 3 Date: 640/(5 Hrs.: 1 $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy ith permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: l L ZNV 0-4-1‘..2, Type of Inspe n: ci r -C }I A✓eL Address: �o S-9-• Suite #: Contact Person: Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I//k.\ S2- Date: 6fi7/3 Hrs.: n $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per la - S-. -6/ D/a • ;?d PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: rt-)tJ.e Sprinklers: Typ of In� coon: Address: its ---d. Suite #: S f �l b 1.---- Contact Person: Special Instructions: Phone No.: -proved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (41') S_. 5"--')— Date: iii?611 3 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 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit fa; (2 /at -S-c7/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: / L .j.� J v -er-j-p+,A a wt 6I9 Type of Ins ection: f � oft) (.0 (i -v -- Address: L/C s--0._ Suite #: J /y6 +-- Contact Person: Permits: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: ,1 ,-- 4-;,t„ s� Permits: Occupancy Type: wao I -0o _o(d /0% lob �e - - a--- — o 1C_ 6 -f-- 4-`© Ce)' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Pk E 5-01-- Date: Z7/9:// 3 Hrs.: QZ / ' $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 6/11/10 T.F.D. Form F.P. 113 A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 4 < O ▪ r itA il S:. nhanie Mer, ! be Ira'—mg- 1r Stievatule 11- tion SprinOts Job Name Drawing Location Remote Area Contract Data File • TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) 4052 S 146TH STREET TUKWILLA WA 98168 121004-02 121004-02 TL Investment Group Lot 3.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Page 1 Date 11/19/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - TL INVESTMENT GROUP LOT 3 Location - TUKWILLA WA 98168 Building - System No. - Contractor - SOUNDVIEW PLUMBING Contract No. - 121004-02 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 10-4-2012 S Y S T E M Listed Flow at Start Point - Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling Listed Pres. at Start Point - 9.14 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added - S Additional Flow Added - I Elevation at Highest Outlet - G Note: N ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date 13 Gpm Psi x 16 0 Gpm Gpm 116 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC43 Size 3/8 K -Factor 4.3 Temperature Rating 155 Calculation Gpm Required 26.0029 Psi Required 59.82 Summary C -Factor Used: Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 70 R Residual (Psi) - 65 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) 2 ea M a I -- w0 d c O U 0 f - N Z c s rnF wC OW 0� aZ J Q 0c',0 MO c))00 o<- O CL)N0 NO a z c co^E ctid c0 c a aE) aE) E aa) ct •- >� mow- m wcncn"cnw CONN OM al to 00010tp E 0 0 0 10 0 I� CO M a.)D u' rn�a u) u_ N a) 3 Q,U 'O "0 w to fQ Co .- a) a) a) 1 1 1 000 0 N 0 0 o o 1 0 0? M N O O 0) poo CO - co v c) N a c w c) cn CC w 0 O LO O 0 0 CO O < O Z co 0 -J LL O O N 0 O N Fittings Used Summary Two Head Calculation (H.11 & H.12) M aI— W0 ca os O �0 Z Z W Cg N co • w a) Z a J H N CO a- a-000 r - 0 &g) O co O CO O O CO O OO co 0 V'CO C0O00 ✓ In MI�hOOO N i,- 0 N COOOOO O N O Nin U()OOO CO , er MOO O CO a-C*101000 N In O ' N N 0 0 0 a .-NN 000 M CO.-'-OoO M N.--000 N O.- 0 0 0 N O 0 CON- Tre-CO*1NN Nr-(n��N NeerN N M M N 3 d _ • c &> 3 EL, z yomcr CD W CO0. CD 1— 1— • 0 CLL 7 7 7 m0cr)000 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Page 4 Date 11/19/2012 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.946 26.0 59.82 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 116.0 T.41 116.0 H.17 116.0 H.21 116.0 T.50 116.0 T.48 116.0 T.49 108.0 H.19 108.0 T.46 108.0 H.14 108.0 H.6 108.0 T.32 108.0 T.33 108.0 S.1 104.0 MTR 100.0 STR 100.0 T.40 116.0 T.36 116.0 T.35 108.0 H.9 108.0 T.34 108.0 H.11 116.0 T.42 116.0 H.4 116.0 T.31 116.0 T.26 116.0 T.39 116.0 H.5 116.0 H.1 116.0 T.27 116.0 T.28 116.0 H.2 116.0 T.29 116.0 T.25 116.0 H.15 116.0 T.43 116.0 T.45 116.0 H.18 116.0 H.13 116.0 H.3 116.0 T.30 116.0 T.47 108.0 4.3 9.14 13.0 10.28 10.48 10.67 10.77 11.07 14.81 14.82 14.87 15.0 15.52 15.92 17.57 21.28 56.25 59.82 9.21 10.38 14.9 15.16 15.46 4.3 9.14 13.0 10.71 10.98 11.12 11.84 10.35 10.44 10.84 10.9 10.96 11.04 11.12 11.58 10.72 10.83 11.01 10.78 10.82 11.12 11.12 14.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Page 5 Date 11/19/2012 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 108.0 H.20 108.0 H.7 108.0 H.8 108.0 14.84 14.85 14.88 14.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-P,ex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Page 6 Date 11/19/2012 Notes ****** H.12 9.82 0.862 1 Utr 2.0 3.000 9.140 to 150.0 1 Utb 17.0 16.000 K Factor = 4.30 T.41 9.82 0.0601 0.0 19.000 1.0 1.142 Vel = 5.40 T.41 -4.78 0.862 1 Utr 2.0 9.000 10.282 to 150.0 0.0 2.000 0.0 H.17 5.04 0.0175 0.0 11.000 0.193 H.17 0.0 0.862 1 Utr 2.0 9.000 10.475 Vel = 2.77 to 150.0 0.0 2.000 0.0 H.21 5.04 0.0175 0.0 11.000 0.192 H.21 0.0 0.862 Vel = 2.77 to 0.0 6.000 10.667 150.0 0.0 0.0 0.0 T.50 5.04 0.0175 0.0 6.000 0.105 T.50 -1.26 0.862 1 UeI 11.0 3.000 10.772 Vel = 2.77 to 150.0 1 Utb 17.0 26.000 0.0 T.48 3.78 0.0103 0.0 29.000 0.298 T.48 0.0 0.862 1 Utb 17.0 13.000 11.070 Vel = 2.08 to 150.0 0.0 14.000 3.465 T.49 3.78 0.0103 0.0 27.000 0.277 T.49 -1.08 0.862 Vel = 2.08 0.0 2.000 14.812 to 150.0 0.0 0.0 0.0 H.19 2.7 0.0055 0.0 2.000 0.011 H.19 0.0 0.862 1 Utr 2.0 Vel = 1.48 to 6.000 14.823 150.0 0.0 2.000 0.0 T.46 2.7 0.0055 0.0 8.000 0.044 T.46 3.68 0.862 1 Utr 2.0 3.000 14.867 Vel = 1.48 to 150.0 0.0 2.000 0.0 H.14 6.38 0.0270 0.0 5.000 0.135 H.14 0.0 0.862 1 Utr 2.0 17.000 15.002 Vel = 3.51 to 150.0 0.0 2.000 0.0 1-.6 6.38 0.0271 0.0 19.000 0.514 H.6 0.0 0.862 1 UeI 11.0 3.000 15.516 Vel = 3.51 to 150.0 0.0 12.000 0.0 T.32 6.38 0.0271 0.0 15.000 0.406 T.32 5.95 0.862 1 Utr 2.0 2.000 15.922 Vel = 3.51 to 150.0 1 Utb 17.0 16.000 0.0 T.33 12.33 0.0916 0.0 18.000 1.648 T.33 13.67 1.054 1T 2.44 12.000 17.570 Vel = 6.78 to 150.0 0.0 2.440 1.732 S.1 26.0 0.1368 0.0 14.440 1.976 S.1 0.0 1.049 2E 6.044 160.000 21.278 Vel = 9.56 to 150.0 0.0 6.044 11.732 MTR 26.0 0.1400 0.0 166.044 23.238 *Flied loss = 10 Vel = 9.65 MTR 0.0 1.025 1E 2.7 12.000 56.248 to 150.0 1T 6.75 10.800 0.0 STR 26.0 0.1567 1G 1.35 22.800 3.572 0.0 Vel= 10.11 26.00 59.820 H.12 3.18 0.862 K Factor = 3.36 to 0.0 9.000 9.140 150.0 0.0 0.0 0.0 T.40 3.18 0.0074 0.0 9.000 0.067 Vel = 1.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Page 7 Date 11/19/2012 Notes ****** T.40 4.76 0.862 1 Uel 11.0 3.000 9.207 to 150.0 1 Utb 17.0. 26.000 0.0 T.36 7.94 0.0405 0.0 29.000 1.175 T.36 0.0 0.862 1 Utb 17.0 12.000 10.382 to 150.0 0.0 14.000 3.465 T.35 7.94 0.0405 0.0 26.000 1.054 T.35 1.07 0.862 0.0 5.000 14.901 to 150.0 0.0 0.0 0.0 H.9 9.01 0.0512 0.0 5.000 0.256 H.9 0.0 0.862 1 Utr 2.0 4.000 15.157 to 150.0 0.0 2.000 0.0 T.34 9.01 0.0513 0.0 6.000 0.308 T.34 4.66 0.862 1 Utb 17.0 3.000 15.465 to 150.0 1 Utr 2.0 16.000 0.0 T.33 13.67 0.1108 0.0 19.000 2.105 0.0 13.67 -4.76 T.40 to H.11 -4.76 0.862 150.0 -0.0158 1 Utr 2.0 0.0 0.0 H.11 13.00 0.862 1 Utb 17.0 22.000 9.144 to 150.0 0.0 14.000 0.0 T.42 8.24 0.0435 0.0 36.000 1.566 T.42 -2.41 0.862 1 Utr 2.0 10.000 10.710 to 150.0 0.0 2.000 0.0 H.4 5.83 0.0229 0.0 12.000 0.275 H.4 0.0 0.862 1 Utr 2.0 4.000 10.985 to 150.0 0.0 2.000 0.0 T.31 5.83 0.0230 0.0 6.000 0.138 T.31 0.13 0.862 1 UeI 11.0 4.000 11.123 to 150.0 1 Utb 17.0 26.000 0.0 T.26 5.96 0.0238 0.0 30.000 0.715 T.26 0.0 0.862 1 Utb 17.0 12.000 11.838 to 150.0 0.0 14.000 3.465 T.32 5.96 0.0238 0.0 26.000 0.619 0.0 5.96 15.922 T.41 4.78 0.862 1 Utr 2.0 2.000 10.282 to 150.0 0.0 2.000 0.0 T.39 4.78 0.0160 0.0 4.000 0.064 0.0 Vel = 4.37 Vel = 4.37 Vel = 4.95 Vel = 4.95 Vel = 7.52 17.570 K Factor = 3.26 2.000 9.207 2.000 0.0 4.000 -0.063 T.39 to H.5 H.5 to H.1 H.1 4.78 0.862 150.0 0.0158 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 0.0 4.78 0.862 150.0 0.0158 1Uel 11.0 0.0 0.0 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.27 4.78 0.0160 0.0 13.000 12.000 25.000 10.346 0.0 0.095 10.441 0.0 0.396 2.000 2.000 4.000 10.837 0.0 0.064 Vel = 2.62 K Factor = 4.30 Vel = 4.53 Vel = 3.21 Vel = 3.21 Vel = 3.28 Vel = 3.28 K Factor = 1.49 Vel = 2.63 Vel = 2.63 Vel = 2.63 Vel = 2.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Page 8 Date 11/19/2012 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 0.0 0.862 1 Utr 2.0 2.000 10.901 to 150.0 0.0 2.000 0.0 T.28 4.78 0.0158 0.0 4.000 0.063 Vel = 2.63 T.28 0.0 0.862 0.0 5.000 10.964 to 150.0 0.0 0.0 0.0 1-1.2 4.78 0.0158 0.0 5.000 0.079 Vel = 2.63 H.2 0.0 0.862 1 Utr 2.0 3.000 11.043 to 150.0 0.0 2.000 0.0 T.29 4.78 0.0160 0.0 5.000 0.080 Vel = 2.63 T.29 -0.12 0.862 1 UeI 11.0 4.000 11.123 to 150.0 1 Utb 17.0 26.000 0.0 T.25 4.66 0.0151 0.0 30.000 0.453 Vel = 2.56 T.25 0.0 0.862 1 Utb 17.0 14.000 11.576 to 150.0 0.0 14.000 3.465 T.34 4.66 0.0151 0.0 28.000 0.424 Vel = 2.56 0.0 4.66 15.465 K Factor = 1.18 T.42 2.41 0.862 0.0 3.000 10.710 to 150.0 0.0 0.0 0.0 H.15 2.41 0.0047 0.0 3.000 0.014 Vel = 1.32 H.15 0.0 0.862 1 UeI 11.0 11.000 10.724 to 150.0 0.0 12.000 0.0 T.43 2.41 0.0044 0.0 23.000 0.102 Vel = 1.32 T.43 1.27 0.862 1 Utb 17.0 5.000 10.826 to 150.0 0.0 14.000 0.0 T.45 3.68 0.0098 0.0 19.000 0.186 Vel = 2.02 T.45 0.0 0.862 1 UeI 11.0 14.000 11.012 to 150.0 1 Utb 17.0 26.000 3.465 T.46 3.68 0.0098 0.0 40.000 0.390 Vel = 2.02 0.0 3.68 14.867 K Factor = 0.95 T.50 1.26 0.862 1 Utr 2.0 3.000 10.772 to 150.0 0.0 2.000 0.0 H.18 1.26 0.0014 0.0 5.000 0.007 Vel = 0.69 H.18 0.0 0.862 1 UeI 11.0 20.000 10.779 to 150.0 0.0 12.000 0.0 H.13 1.26 0.0013 0.0 32.000 0.043 Vel = 0.69 H.13 0.0 0.862 1 Utr 2.0 1.000 10.822 to 150.0 0.0 2.000 0.0 T.43 1.26 0.0013 0.0 3.000 0.004 Vel = 0.69 0.0 1.26 10.826 K Factor = 0.38 T.29 0.12 0.862 1 Utr 2.0 3.000 11.123 to 150.0 0.0 2.000 0.0 H.3 0.12 0.0 0.0 5.000 0.0 Vel = 0.07 H.3 0.0 0.862 0.0 4.000 11.123 to 150.0 0.0 0.0 0.0 T.30 0.12 0.0 0.0 4.000 0.0 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - Two Head Calculation (H.11 & H.12) Page 9 Date 11/19/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.30 0.0 0.862 1 Utr 2.0 4.000 11.123 to 150.0 0.0 2.000 0.0 T.31 0.12 0.0 0.0 6.000 0.0 0.0 0.12 11.123 T.49 1.08 0.862 1 Utr 2.0 1.000 14.812 to 150.0 0.0 2.000 0.0 T.47 1.08 0.0010 0.0 3.000 0.003 T.47 0.0 0.862 1 UeI 11.0 15.000 14.815 to 150.0 1 Utr 2.0 14.000 0.0 H.16 1.08 0.0010 0.0 29.000 0.029 H.16 0.0 0.862 0.0 10.000 14.844 to 150.0 0.0 0.0 0.0 H.20 1.08 0.0010 0.0 10.000 0.010 H.20 0.0 0.862 1 UeI 11.0 17.000 14.854 to 150.0 0.0 12.000 0.0 H.7 1.08 0.0010 0.0 29.000 0.029 H.7 0.0 0.862 1 Utr 2.0 9.000 14.883 to 150.0 0.0 2.000 0.0 H.8 1.08 0.0010 0.0 11.000 0.011 H.8 0.0 0.862 1 Utr 2.0 5.000 14.894 to 150.0 0.0 2.000 0.0 T.35 1.08 0.0010 0.0 7.000 0.007 0.0 1.08 Vel = 0.07 K Factor = 0.04 Vel = 0.59 Vel = 0.59 Vel = 0.59 Vel = 0.59 Vel = 0.59 Vel = 0.59 14.901 K Factor = 0.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4`.(\s:\ 71•) DESIGN SER A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 Job Name : TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Drawing Location : 4052 S 146TH STREET TUKWILLA WA 98168 Remote Area : Contract : 121004-02 Data File : 121004-02 TL Investment Group Lot 3.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP Page 1 TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Dat11/19/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - TL INVESTMENT GROUP LOT 3 Location - TUKWILLA WA 98168 Building - System No. - Contractor - SOUNDVIEW PLUMBING Contract No. - 121004-02 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 10-4-2012 S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling M Listed Flow at Start Point - 18 Listed Pres. at Start Point - 17.52Psi D E S I G N ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date MAXIMUM LISTED SPACING 18 x 18 Domestic Flow Added - 0 Additional Flow Added - Elevation at Highest Outlet - 116 Note: Gpm Gpm Gpm Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC43 Size 3/8 K -Factor 4.3 Temperature Rating 155 Calculation Gpm Required 18 Summary C -Factor Used: Psi Required 52.14 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 70 R Residual (Psi) - 65 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 • r N m d0 One Head Calculation (H.5) I 1 IJV -- -- 140 130 p 120 R 110 E 100 S 90 S 80 C1 u 70 °- C2 R 60 D2 E 50 40 30 20 10 o• D1 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) Fittings Used Summary O _N 5 U N U (0 N N c 0 M W OJ a c y0 U 0 N Z W c N (/) O W aZ Q ~ N N (O a- .— 0 0 0 O O'- O N O'—'— 0 0 0 CO )0 0 O O O O (0 0 COCOOOO O Mf.- Is- 000 N f- 0 .- N (00000 O N 0 N )C) )0 0 0 0 CO CO ,—VMOOO (0 .- MCO 0 0 0 N LO )() 1-NN0OO O 0 ,T ,- N N 0 0 0 n c) w. .,- o 0 0 O C N N N u) Own vsgM N st '- CO r .— CO Nr N V' (V ,— (0 ,— 1— N N V N N ,— M V) N ,- x r WC7F-»> Units Summary Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Page 4 Date 11/19/2012 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 65 300.0 69.973 18.0 52.136 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 116.0 H.1 116.0 T.27 116.0 T.28 116.0 H.2 116.0 T.29 116.0 T.25 116.0 T.34 108.0 T.33 108.0 S.1 104.0 MTR 100.0 STR 100.0 T.39 116.0 T.41 116.0 H.12 116.0 T.40 116.0 T.36 116.0 T.35 108.0 H.9 108.0 H.17 116.0 H.21 116.0 T.50 116.0 T.48 116.0 T.49 108.0 T.47 108.0 H.16 108.0 H.20 108.0 I-.7 108.0 H.8 108.0 1-1.18 116.0 H.13 116.0 T.43 116.0 T.45 116.0 T.46 108.0 H.14 108.0 H.6 108.0 T.32 108.0 H.11 116.0 T.42 116.0 H.4 116.0 T.31 116.0 T.26 116.0 4.3 17.52 18.32 18.45 18.58 18.74 18.9 19.26 23.07 24.1 26.83 50.33 52.14 17.96 18.26 18.66 18.85 19.14 22.86 22.96 18.48 18.7 18.82 19.04 22.7 22.71 22.76 22.78 22.83 22.85 18.84 18.96 18.97 19.06 22.73 22.79 23.04 23.23 18.86 18.96 18.99 19.0 19.41 18.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Page 5 Date 11/19/2012 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 T.30 H.15 H.19 116.0 116.0 116.0 108.0 18.94 18.96 18.97 22.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Page 6 Date 11/19/2012 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 to H.1 7.01 7.01 0.862 150.0 0.0322 1 Uel 11.0 0.0 0.0 13.000 12.000 25.000 17.520 0.0 0.805 K Factor = 4.30 Vel = 3.85 H.1 to T.27 0.0 7.01 0.862 150.0 0.0322 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 18.325 0.0 0.129 Vel = 3.85 T.27 to T.28 0.0 7.01 0.862 150.0 0.0322 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 18.454 0.0 0.129 Vel = 3.85 T.28 to H.2 0.0 7.01 0.862 150.0 0.0322 0.0 0.0 0.0 5.000 0.0 5.000 18.583 0.0 0.161 Vel = 3.85 H.2 to T.29 0.0 7.01 0.862 150.0 0.0322 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 18.744 0.0 0.161 VeI = 3.85 T.29 to T.25 -2.90 4.11 0.862 150.0 0.0120 1 Uel 1 Utb 11.0 17.0 0.0 4.000 26.000 30.000 18.905 0.0 0.360 Vel = 2.26 T.25 to T.34 0.0 4.11 0.862 150.0 0.0120 1 Utb 17.0 0.0 0.0 14.000 14.000 28.000 19.265 3.465 0.336 Vel = 2.26 T.34 to T.33 5.19 9.3 0.862 150.0 0.0543 1 Utb 1 Utr 17.0 2.0 0.0 3.000 16.000 19.000 23.066 0.0 1.032 Vel = 5.11 T.33 to S.1 8.70 18.0 1.054 150.0 0.0693 1T 2.44 12.000 24.098 0.0 2.440 1.732 0.0 14.440 1.000 Vel = 6.62 S.1 0.0 1.049 2E 6.044 160.000 26.830 to 150.0 0.0 6.044 11.732 MTR 18.0 0.0709 0.0 166.044 11.766 * Fixed Toss = 10 Vel = 6.68 MTR 0.0 1.025 1E 2.7 12.000 to 150.0 1T 6.75 10.800 STR 18.0 0.0793 1G 1.35 22.800 50.328 0.0 1.808 Vel = 7.00 0.0 18.00 52.136 K Factor = 2.49 H.5 10.99 0.862 1 Utr 2.0 4.000 to 150.0 0.0 2.000 T.39 10.99 0.0740 0.0 6.000 17.520 0.0 0.444 Vel = 6.04 T.39 to T.41 0.0 10.99 0.862 150.0 0.0740 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 17.964 0.0 0.296 Vel = 6.04 T.41 -5.40 0.862 1 Utr 2.0 3.000 18.260 to 150.0 1 Utb 17.0 16.000 0.0 H.12 5.59 0.0212 0.0 19.000 0.402 Vel = 3.07 H.12 0.0 0.862 0.0 9.000 18.662 to 150.0 0.0 0.0 0.0 T.40 5.59 0.0212 0.0 9.000 0.191 Vel = 3.07 T.40 -1.88 0.862 1 Uel 11.0 3.000 18.853 to 150.0 1 Utb 17.0 26.000 0.0 T.36 3.71 0.0099 0.0 29.000 0.288 Vel = 2.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Page 7 Date 11/19/2012 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.36 0.0 0.862 1 Utb 17.0 12.000 19.141 to 150.0 0.0 14.000 3.465 T.35 3.71 0.0099 0.0 26.000 0.258 Vel = 2.04 T.35 1.47 0.862 0.0 5.000 22.864 to 150.0 0.0 0.0 0.0 H.9 5.18 0.0184 0.0 5.000 0.092 Vel = 2.85 H.9 0.0 0.862 1 Utr 2.0 4.000 22.956 to 150.0 0.0 2.000 0.0 T.34 5.18 0.0183 0.0 6.000 0.110 Vel = 2.85 0.0 5.18 23.066 K Factor = 1.08 T.41 5.40 0.862 1 Utr 2.0 9.000 18.260 to 150.0 0.0 2.000 0.0 H.17 5.4 0.0199 0.0 11.000 0.219 Vel = 2.97 H.17 0.0 0.862 1 Utr 2.0 9.000 18.479 to 150.0 0.0 2.000 0.0 H.21 5.4 0.0199 0.0 11.000 0.219 Vel = 2.97 H.21 0.0 0.862 0.0 6.000 18.698 to 150.0 0.0 0.0 0.0 T.50 5.4 0.0198 0.0 6.000 0.119 Vel = 2.97 T.50 -2.20 0.862 1 UeI 11.0 3.000 18.817 to 150.0 1 Utb 17.0 26.000 0.0 T.48 3.2 0.0075 0.0 29.000 0.218 Vel = 1.76 T.48 0.0 0.862 1 Utb 17.0 13.000 19.035 to 150.0 0.0 14.000 3.465 T.49 3.2 0.0076 0.0 27.000 0.204 Vel = 1.76 T.49 -1.73 0.862 1 Utr 2.0 1.000 22.704 to 150.0 0.0 2.000 0.0 T.47 1.47 0.0017 0.0 3.000 0.005 Vel = 0.81 T.47 0.0 0.862 1 UeI 11.0 15.000 22.709 to 150.0 1 Utr 2.0 14.000 0.0 H.16 1.47 0.0018 0.0 29.000 0.052 Vel = 0.81 H.16 0.0 0.862 0.0 10.000 22.761 to 150.0 0.0 0.0 0.0 H.20 1.47 0.0018 0.0 10.000 0.018 Vel = 0.81 H.20 0.0 0.862 1 UeI 11.0 17.000 22.779 to 150.0 0.0 12.000 0.0 H.7 1.47 0.0018 0.0 29.000 0.052 Vel = 0.81 H.7 0.0 0.862 1 Utr 2.0 9.000 22.831 to 150.0 0.0 2.000 0.0 H.8 1.47 0.0018 0.0 11.000 0.020 Vel = 0.81 H.8 0.0 0.862 1 Utr 2.0 5.000 22.851 to 150.0 0.0 2.000 0.0 T.35 1.47 0.0019 0.0 7.000 0.013 Vel = 0.81 0.0 1.47 22.864 K Factor = 0.31 T.50 2.20 0.862 1 Utr 2.0 3.000 18.817 to 150.0 0.0 2.000 0.0 H.18 2.2 0.0038 0.0 5.000 0.019 Vel = 1.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Page 8 Date 11/19/2012 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.18 0.0 0.862 1 Uel 11.0 20.000 18.836 to 150.0 0.0 12.000 0.0 H.13 2.2 0.0038 0.0 32.000 0.121 H.13 0.0 0.862 1 Utr 2.0 1.000 18.957 to 150.0 0.0 2.000 0.0 T.43 2.2 0.0037 0.0 3.000 0.011 Vel = 1.21 Vel = 1.21 T.43 to T.45 0.36 2.56 0.862 150.0 0.0050 1Utb 17.0 0.0 0.0 5.000 14.000 19.000 18.968 0.0 0.095 Vel = 1.41 T.45 to T.46 0.0 2.56 0.862 150.0 0.0050 1 Uel 1 Utb 11.0 17.0 0.0 14.000 26.000 40.000 19.063 3.465 0.200 Vel = 1.41 T.46 to H.14 1.72 4.28 0.862 150.0 0.0128 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 22.728 0.0 0.064 Vel = 2.35 H.14 to H.6 0.0 4.28 0.862 150.0 0.0129 1 Utr 2.0 0.0 0.0 17.000 2.000 19.000 22.792 0.0 0.246 Vel = 2.35 H.6 to T.32 0.0 4.28 0.862 150.0 0.0130 1UeI 11.0 0.0 0.0 3.000 12.000 15.000 23.038 0.0 0.195 Vel = 2.35 T.32 4.42 0.862 1 Utr 2.0 2.000 23.233 to 150.0 1 Utb 17.0 16.000 0.0 T.33 8.7 0.0481 0.0 18.000 0.865 Vel = 4.78 0.0 8.70 24.098 K Factor = 1.77 T.40 1.88 0.862 1 Utr 2.0 2.000 18.853 to 150.0 0.0 2.000 0.0 H.11 1.88 0.0028 0.0 4.000 0.011 Vel = 1.03 H.11 0.0 0.862 1 Utb 17.0 22.000 18.864 to 150.0 0.0 14.000 0.0 T.42 1.88 0.0028 0.0 36.000 0.101 Vel = 1.03 T.42 -0.36 0.862 1 Utr 2.0 10.000 18.965 to 150.0 0.0 2.000 0.0 H.4 1.52 0.0019 0.0 12.000 0.023 Vel = 0.84 H.4 0.0 0.862 1 Utr 2.0 4.000 18.988 to 150.0 0.0 2.000 0.0 T.31 1.52 0.0018 0.0 6.000 0.011 Vel = 0.84 T.31 2.90 0.862 1 UeI 11.0 4.000 18.999 to 150.0 1 Utb 17.0 26.000 0.0 T.26 4.42 0.0137 0.0 30.000 0.412 Vel = 2.43 T.26 0.0 0.862 1 Utb 17.0 12.000 19.411 to 150.0 0.0 14.000 3.465 T.32 4.42 0.0137 0.0 26.000 0.357 Vel = 2.43 0.0 4.42 23.233 K Factor = 0.92 T.29 2.90 0.862 1 Utr 2.0 3.000 18.905 to 150.0 0.0 2.000 0.0 H.3 2.9 0.0064 0.0 5.000 0.032 Vel = 1.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TL INVESTMENT GROUP LOT 3 - One Head Calculation (H.5) Page 9 Date 11/19/2012 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.3 to T.30 T.30 to T.31 0.0 0.862 150.0 2.9 0.0062 0.0 0.0 0.0 4.000 0.0 4.000 18.937 0.0 0.025 T.42 to H.15 H.15 to T.43 0.0 2.9 0.0 2.90 0.35 0.35 0.862 150.0 0.0062 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 18.962 0.0 0.037 Vel = 1.59 Vel = 1.59 0.862 150.0 0.0003 0.0 0.0 0.0 3.000 0.0 3.000 18.999 18.965 0.0 0.001 K Factor = 0.67 Vel = 0.19 T.49 to H.19 H.19 to T.46 0.0 0.35 0.0 0.35 1.72 1.72 0.862 150.0 0.0001 1 UeI 11.0 0.0 0.0 11.000 12.000 23.000 18.966 0.0 0.002 Vel = 0.19 0.862 150.0 0.0020 0.0 0.0 0.0 2.000 0.0 2.000 18.968 K Factor = 0.08 22.704 0.0 0.004 Vel = 0.95 0.0 1.72 0.862 150.0 0.0025 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 22.708 0.0 0.020 0.0 1.72 Vel = 0.95 22.728 K Factor = 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5U19191.Y STATIC P5I: 70 n Rt5112UAL PSL 65 PLOW GPM: 500 12' 160' OF I" POLY FROM 11-E ig-rm TO 5.1 — I " TtR 1 1 1 COPPNR FROM 51MT WA1r:1? 5��v1c� t21 AIS N.T,S 1{ AI2 2 H A9 M051 1-M2RAULICA1-LY 1:M0.1F-A125 HW# N,5 NII & H12 GPM P155M Q' 17 AT 5 -MT 18 52,14 26 59,82 0 1TC45-16 1TC43-18 O VK -160-200 17 } LIA6LModel RI'C45C45 Concealed Pendent Sprinkler 4 5, 155F°, 5/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 15 qpm @ 9,14 R�LIA6L� Model RFC45RFC45 Concealed Pendent Sprinkler K=4,5, 155F°, 5/ 8" Orifice, Maximum Spacing 18'x18 Sprinkler head demand: 18 qpm © 17 52 5 - 5L13MITTAL -EAT SOURCE \PPA Iib TAn 13151'A\a5 MOM HVc' 50U1U5 OR12INA1Y -1 MP IN, IN1tRM171A1 1tMP IN. 5M OF Fl ?�PLAC� 56" 12" FRONT OF PIVI-ACS 60" 56" W0012 C31.IRNING 51-OV� 42" 12" 0 -CNN GANGS 18" 9" WALL OVEN 18" 9" NOT AIR fLUE5 18" 9H UNIN5L1AW17 NEAT 12UCT5 18" 9" UNIN5LLMt7 HOI WATR PIPS 12" 6" 5It7OP HOT AIR 12IN USSR 24" 12" FRONT O- NOT AR 12IPPU5R 56" 18" HOT WATER N�AT�R 6" 3.. 1URNAC� 6" OW -250W La -ti PIXTLR� 6 II 3.. 250W -499W LI FIX11, 12" 6" MU1.TI-pURPOPLOW SWITCH IN51'A.I.A1"ION 1115 5L6a51W LAYOUT 15 13A9121 UPON INFORMATION PROVII2N2 6Y Oil-eR5, CNAN2S IN CONSTRUCTION 01; FEW CONn1110N5 MAY OCCLR WI -ICH MAY CNANaS TO LAYOUT, IT 15111 5PON511311.11Y TI -E INSTALL-? TO NOfl Y APEX I2 51GN S� N IC55 Oc SLCH CHANa5, HtA13 #10 L OCA b 1 \ A1TIC COI -R/ LINTYP� C11_T 1.1N5= F N2' TO FIXTLR5 C 6ATN, 5 -OWER, TCJ G'%C�N LINES= INI I?LVF 1, CONNECTIONS, 131 -ACK NEA2 TO 5PRINKLR NAP, - I / 2" PIPS SIZE - 5/ 4" PIPS SIZE - I" Mn 5IZ� 1 1 / 4" PIPS SIZE 2 2" PIPS 51Z� Iu O�� C 5) 1" 90 3Ge ��30W5 APS FAC1'Op2 11'0 CA.CUI.A110K FR IN�pI.�V�I. pIpI\G 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 fire sprinklers that require certain flows and pressures to fight 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. r CO\I\C110k\5 Cl 'Mtout Comments jg As Noted In Red 0 Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City _1 ndards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The r tnsioiiity for the adequacy of design rests totally INA) the designer. Additions, deletions or revisions vi ions i o h( drawings after this date will void this aceeptLnc2 require a resubmittal of revised --i t; i:'.vi or Sl:i>; � [,�tdnt approval. Final acceptance Is subject to f<;.'ci test and inspection by The Tukwila Fire Prevention Bureau. Date: I)_. -?.Y-1)- By: (C1(‘15--_ J.( )F Courpi. WiIN 01r%4 kJ puma. wbv'1) winter SVbe9 dVfAl, . t -y Aro re , real C f l=*b w C by✓kvS )4-44. tectio w TUKWILA FIRE DEPAP.T 'T Please call 2O6-575-'C4O7 i•J give this Fire Permit. No. and exact <add,'ss for shut- down or restoration approv i'L 6" 10 ADA 3NLL 3� LOCA W 0\ A2255 511) O 31,111.11\G EGRESS BEDRM. 4/ BONUS -RM. 1,3'X11' SII ®ie T/S 60'x30' L C4 (VTO) L r _ MASTER Nq 5068 BI -PASS CLOSET N cp -,--- il0v, VK -I'60200 ALARM 0 266,3 6RFC JIIMMEMPAIL 1;FC4� 11 3'-m' 3'-1' 2'-b' 36°x60' SOAK TUB 3 16 6O'x36' SHOWER 1"I"5 2668 e tom. 6 I i 11'X1 16 EGRESS 303(c FX 3030 FX loo I/ 41111,011 0 0 EGRESS 6050 XO 506 0 PLATFORM Icy'' 5-I FLOW 5W11 -CH 15� A55� M 3L Y 42' MANUF. GAS EPLACE INSTALL PER MFRS. PECS f F KIT 10' X 13 ru ,r3,51< 5' ISLAND H J 9 43-16- 3 4 S'-6' Oc u vmrt_ ae 20 M ATED DR 2&o _ -PLR. 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COMM WITH HABITABLE AREAS -WHERE THE STPAR4TION 15 A FLOOR - CEILING ASSEMBL , CLAD ALL SUPPORT tCOLUMNS, BEAMS A , WALLS WITH ONE LAYER '12' GWB. -THE GARAGE 51-IALL BE 5 ARATED FROM THE RESIDENCE AND ATTIC A—EA WITH NO LESS THAN 1/2° GWB CN THE GA + GE SIDE. 411 Aauapex from $-,1 16 in 5 MirCVF , I \FLOC' 0 MOO 1/41111-011 1 Mt 5p1?INKI. i 10751 47th PI W Mukilteo, WA 98275 PH: 425-495-9680 FAX: 425-495-9717 5A1.-5 P: 1:51P NTIAL Fl PI?Of'CTION 5Y5ThM TUI3TYPE: 1/ 2 - 5/ 4" - I" AQUAnX S�RINUR INFORMATION # OF NM75 TNI5 S-E�T - 21 # OF H AP'511115 J013 - 21 51-A11C P1�55URm 15= 70 '"AP \` \ 425-760-4240 CZ \� �c,`G, e Certirc 1' O 0 L.rel 0f 'Y 4. 0,1 ik 0o Oy •_I q.< Stephania Mrie .alley 3 i 109.0 . ., .1` i t1— - ,/ ,1' `a °�e Sy L° 14Sprink�e� $\' h�OuRh December . IQ) `CMRTIPICATION #: 109-04-494 C:: c / \\\ / CO\\\ N \\ \ v \ N 0`> / \ V \ I Pl.-1M. & CONST, 10-4-2012 2 _. 4 ikIL\10, RI:VISON/ 155L I2A1t di %ROJtCT 44: 121004-0274‘ AAL-IANa It7#: COMPANY: 50UN2VEW PLUMPING CONTACT: JO5H TMMMa CONTACT PHONE # : 425-760-4240 5CA-r : I/ 4" - 11-0" I2 5IGNE1V 13Y: KAR N 6A1313 Q-CKN2 6Y: 51' PNANE F/64 -Y `CMRTIPICATION #: 109-04-494 00 dtp ICa 9 TUKWILA Z0 FIRE