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HomeMy WebLinkAboutPP - 4015 S 126TH ST - BRC FAMILY - PERMITS AND PLANS4015 S 126TH ST ASSOCIATED PERMITS 16-5-024 D15-0278 D2000-039 44.441k ITEMEE 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** SITE LOCATION King Co. Assessor's Tax No.13C/ (O - G(.4 Co Site Address: -'tj '0 '� 5 1 Z,(p ' ' t (L4 a) Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: -S -- _ t •.�j h Mailing Addr s: J 13 •0 T k tl LtuIp t/�.r 33 7 3 4 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: J l tM hl /\ Day Telephone: .3 -320 -0S-8c Company Name: 3 rJr'� < < I Mailing Address: O Dx 31 3 i O PUL. 11 V P i-1\ 9 33 73 City State Zip E-mail Address: b rzo,, 1Q '�-�'�t l�iZ>` .ta`r't Fax Number: Contractor's City of Tukwila Business License number: -KUS ' CYVA (4)1-1-4 Total number of newfrelocated devices or sprinkler heads: A, Valuation of Project (contractor's bid price): $ • o� Scope of Work (please provide detailed information): N 4Z,\1v 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 PE TY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS P BUILDI : //• ORIZED AGENT: Signature: ,� Date: V211 (0 vor Print Name: V r-69.0K•lk hone: Day Telephone: p ,3 3 oSSc Plan Permit App.doc 8122/14 TFD FP Form 8 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - o a?b' /6_S_oay PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: --R.,(1.<,t,-A 1/4_ 1--6 A-. 3 -0.9--- Type of Ins ection: ‘.5 P --Y( tvo-L._ / FV.- C eNA-L— Address: i..(U ( -- Suite #: S ( aG T--- Contact Person: Special Instructions: Permits: Phone No.: kpproved per applicable codes. Corrections required prior to approval. COMMENTS: s' C(Na-2. — 0/2– Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: nspector:/, Date: 71/g1 IA 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: SR e. is ly - z Type of Inspection: (�s So / y( Address: yol S Suite #: S 1b4,4----- Contact Person: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I , Re F Iwcz- v6-. Wbi se /4e.45 14-1.D C Ca'`) -`"e-52 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A_, ci,, c.2.- Date: 7�/ 3/4, 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 .DIS —oz 78 -ozy PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Proje (4 per.) Type of Inspection: Address:Contact Suite #: go/S_ S, /6111 5r Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c9i 4e) (f4o1/04C- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,. s Date: cit.///4 Hrs.: i b / / • I $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 Cizy of Tukwila. Steven M Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief March 10, 2000 Fire Department Review `7 Control #D2000-039 (510) Re: River Hills Lot H - 4015 South 126th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 2. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 3. For short plat development (four single family homes or less), hydrants shall be placedsothat a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 4. Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 5. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Ciij' of Tukwila Steven M Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 2 of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) Water supply is allowed to consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the requirements for fire flow, the chief may be guided by Appendix III -A. (UFC 903.3) 6. The minimum fire flow and flow duration requirements for one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A -III -A-1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) • 7. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 150 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 3 All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file n cd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Steven M Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief February 11, 2000 Fire Department Review Control #D2000-039 (510) Re: River Hills Lot H - 4015 South 126th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A -III -A-1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 3. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant too. a building is measured along the path of vehicular travel. (City Ordinance #1692) 4. Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4-1.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Steven M Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 5. A supply of spare sprinklers (never fewer than 6) shall -be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13-2-2.7.1, 2-2.7.2) 6. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 7. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1-5.2.8.2)) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) �. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Cii of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 9. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 10. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 DESI ER ;«N WASN1NOTON sworn CSRTIFIGATt OI OOM.STOODOW ratOTs SON SIPrUNNLtN sYSTSMs �.•I• r11 M ~ t 1 o ae n a er. LLC. n/IL4 • • • • A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesig nservices. com Job Name : TUKWILA LOT 3-02 - One Head Calculation (H.8) Drawing Location : 4015 SOUTH 126TH STREET TUKWILA WA 98168 Remote Area : Contract : 160113-01 Data File : 160113-01 Tukwila Lot/02.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • • ■ • • A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT 3-02 - One Head Calculation (H.8) Date 1/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 3-02 Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 01-13-2016 System No. - Contract No. - 160113-01 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Made by Date M Listed Flow at Start Point - 17 Gpm Listed Pres at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 116 G Note: N Gpm Gpm Feet 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 60.67 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) R Residual (Psi) 90 85 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 to O N N N N alO fit. Cl.as co c 0) 0 WCL Q� E a) 0 U N 0 o o 0 0 0 0 LO V- CO N c- 0 0 0 0 0 0 0 0 0 0 0) CO CO ( M N a_ CtLLIU)CODCLW O 0 0 M 0 1.0N O 0 N 0 O 0 Windham N.H. USA 03087 to 7 O C) U a) f0 2 T V1 E E2 of O 0) 7 a E 0 0 c E z J 0O1 LL Q CO C) N CO .- 0 0 0 O — O (f) O - 0)000 c 14.,N-000 N. 0 .-N O(0000 N O N 10 (n 0 0 0 CO N C) 000 ✓ 0 �'-co 000 N t0 .-.-- N N 0 00 O O • N N O O O • O La 000 N 0 CO n M N • X- CO N �C) (0 • 0)a N N c- (n c- c- N • N ▪ N M ▪ N O) c T:).0 > 3 7 � a) NO Uw a)~w a) a) CD 1-w 3 O -0 X X X ocC)3a)a)a) LJ Q)0.m c = c LL7 7 7 o b 1 O 0 0 0 Ce 0)0 a)QQQ • L UwOE- J Units Summary Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT 3-02 - One Head Calculation (H.8) Date 1/22/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.975 17.0 60.674 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 116.0 H.2 116.0 H.9 116.0 H.10 116.0 H.19 116.0 T.44 116.0 T.46 116.0 T.43 108.0 H.16 108.0 H.7 108.0 T.34 108.0 H.1 108.0 H.5 108.0 H.14 108.0 T.37 108.0 T.38 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.4 116.0 T.33 116.0 H.3 116.0 T.36 116.0 T.35 116.0 T.39 108.0 H.25 116.0 H.32 116.0 T.49 116.0 T.47 108.0 T.48 108.0 H.22 108.0 H.15 108.0 H.11 116.0 T.40 116.0 H.26 116.0 T.50 116.0 H.30 116.0 H.20 116.0 H.12 116.0 T.42 116.0 4.9 12.03 12.71 13.05 13.62 14.23 14.45 14.6 18.57 18.64 18.73 18.8 19.02 19.1 19.31 19.32 19.46 25.32 37.35 48.0 48.51 60.67 12.52 12.91 14.06 14.66 15.02 19.2 14.76 14.92 15.01 18.76 18.84 18.9 19.16 14.92 15.05 15.02 15.02 15.03 15.04 15.02 15.02 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 TUKWILA LOT 3-02 - One Head Calculation (H.8) Date 1/22/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 H.21 T.45 H.31 H.27 H.29 H.28 H.23 H.17 T.41 H.13 H.6 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 15.02 15.02 18.59 18.67 18.7 18.73 18.8 18.77 18.77 18.78 18.78 18.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT 3-02 - One Head Calculation (H.8) Page 6 Date 1/22/2016 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.8 7.65 0.862 Utr 2.0 16.000 12.030 to 150.0 0.0 2.000 0.0 H.2 7.65 0.0379 0.0 18.000 0.682 H.2 0.0 0.862 Utr 2.0 7.000 12.712 to 150.0 0.0 2.000 0.0 H.9 7.65 _ 0.0378 0.0 9.000 0.340 H.9 0.0 0.862 Utr 2.0 13.000 13.052 to 150.0 0.0 2.000 0.0 H.10 7.65 0.0379 0.0 _ 15.000 0.568 H.10 0.0 0.862 Utr 2.0 14.000 13.620 to 150.0 0.0 2.000 0.0 H.19 7.65 0.0379 0.0 16.000 0.606 H.19 0.0 0.862 Utr 2.0 4.000 14.226 to 150.0 0.0 2.000 0.0 T.44 7.65 0.0378 _ 0.0 6.000 0.227 T.44 0.0 0.862 Utr 2.0 2.000 14.453 to 150.0 0.0 2.000 0.0 T.46 7.65 0.0380 0.0 4.000 0.152 T.46 -3.49 0.862 2Utb 34.0 13.000 14.605 to 150.0 0.0 28.000 3.465 T.43 4.16 0.0123 0.0 41.000 0.503 T.43 -1.81 0.862 Utr 2.0 14.000 18.573 to 150.0 0.0 2.000 0.0 H.16 2.35 0.0042 0.0 16.000 0.068 H.16 0.0 0.862 Utr 2.0 19.000 18.641 to 150.0 0.0 2.000 0.0 H.7 2.35 0.0042 0.0 21.000 0.089 H.7 0.0 0.862 Utr 2.0 15.000 18.730 to 150.0 0.0 2.000 0.0 T.34 2.35 0.0043 0.0 _ 17.000 0.073 T.34 0.72 0.862 Utr 2.0 17.000 18.803 to 150.0 Uel 11.0 14.000 0.0 H.1 3.07 0.0070 0.0 31.000 0.217 H.1 0.0 0.862 Utr 2.0 10.000 19.020 to 150.0 0.0 2.000 0.0 H.5 3.07 0.0070 0.0 12.000 0.084 K Factor = 4.90 Vel = 4.21 Vel = 4.21 Vel = 4.21 Vel = 4.21 Vel = 4.21 Vel = 4.21 Vel = 2.29 Vel = 1.29 Vel = 1.29 Vel = 1.29 Vel = 1.69 Vel = 1.69 H.5 0.0 0.862 Uel 11.0 18.000 19.104 to 150.0 0.0 12.000 0.0 H.14 3.07 0.0070 0.0 30.000 0.210 Vel = 1.69 H.14 0.0 0.862 0.0 1.000 19.314 to 150.0 0.0 0.0 0.0 T.37 3.07 0.0070 0.0 1.000 0.007 Vel = 1.69 T.37 5.59 0.862 Utr 2.0 1.000 19.321 to 150.0 0.0 2.000 0.0 T.38 8.66 0.0477 0.0 3.000 0.143 Vel = 4.76 T.38 8.34 0.862 Utb 17.0 8.000 19.464 to 150.0 T 7.528 16.904 1.732 S.1 17.0 0.1658 0.0 24.904 4.129 Vel = 9.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWILA LOT 3-02 - One Head Calculation (H.8) Date 1/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** S.1 0.0 1.244 E 1.721 5.000 25.325 to 150.0 T 3.443 5.594 11.732 PRV 17.0 0.0278 G 0.43 10.594 0.295 PRV 0.0 1.244 2E 3.443 20.000 37.352 to 150.0 0.0 3.443 10.000 CPL 1.7.0 0.0278 0.0 23.443 0.651 CPL 0.0 1.61 2E 12.089 50.000 48.003 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 63.600 0.503 MTR 0.0 1.025 2E 5.4 25.000 48.506 to 150.0 0.0 5.400 10.000 STR 17.0 0.0713 0.0 30.400 2.168 * * Fixed Loss = 10 Vel = 4.49 _ * * Fixed Loss = 10 Vel = 4.49 Vel = 2.68 * * Fixed Loss = 10 Vel = 6.61 0.0 17.00 60.674 K Factor = 2.18 H.8 9.35 0.862 0.0 9.000 12.030 to 150.0 0.0 0.0 0.0 H.4 9.35 0.0549 0.0 9.000 0.494 Vel = 5.14 H.4 0.0 0.862 Utr 2.0 5.000 12.524 to 150.0 0.0 2.000 0.0 T.33 9.35 0.0547 0.0 7.000 0.383 Vel = 5.14 T.33 0.0 0.862 Utr 2.0 7.000 12.907 to 150.0 Uel 11.0 14.000 0.0 H.3 9.35 0.0549 0.0 21.000 1.152 Vel = 5.14 H.3 0.0 0.862 Utr 2.0 9.000 14.059 to 150.0 0.0 2.000 0.0 T.36 9.35 0.0548 0.0 11.000 0.603 Vel = 5.14 T.36 -4.64 0.862 Utb 17.0 7.000 14.662 to 150.0 Utr 2.0 16.000 0.0 T.35 4.71 0.0154 0.0 23.000 0.355 Vel = 2.59 T.35 -0.19 0.862 2Utb 34.0 22.000 15.017 to 150.0 0.0 28.000 3.465 T.39 4.52 0.0143 0.0 50.000 0.716 V = 2.4.8 T.39 3.82 0.862 Utr 2.0 4.000 19.198 to 150.0 0.0 2.000 0.0 T.38 8.34 0.0443 0.0 6.000 0.266 Vel = 4.59 0.0 8.34 19.464 K Factor = 1.89 T.46 3.49 0.862 Uel 11.0 5.000 14.605 to 150.0 0.0 12.000 0.0 H.25 3.49 0.0088 0.0 17.000 0.150 H.25 0.0 0.862 Utr 2.0 17.000 14.755 to 150.0 0.0 2.000 0.0 H.32 3.49 0.0089 0.0 19.000 0.169 H.32 0.0 0.862 0.0 10.000 14.924 to 150.0 0.0 0.0 0.0 T.49 3.49 0.0088 0.0 10.000 0.088 T.49 -0.77 0.862 2Utb 34.0 23.000 15.012 to 150.0 0.0 28.000 3.465 T.47 2.72 0.0056 0.0 51.000 0.286 Vel = 1.92 Vel = 1.92 Vel = 1.92 Vel = 1.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT 3-02 - One Head Calculation (H.8) Page 8 Date 1/22/2016 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.47 -0.72 0.862 Utb 17.0 11.000 18.763 to 150.0 0.0 14.000 0.0 T.48 2.0 0.0032 0.0 25.000 0.079 T.48 1.82 0.862 Utr 2.0 4.000 18.842 to 150.0 0.0 2.000 0.0 H.22 3.82 0.0105 0.0 6.000 0.063 H.22 0.0 0.862 Uel 11.0 12.000 18.905 to 150.0 0.0 12.000 0.0 H.15 3.82 0.0105 0.0 24.000 0.251 H.15 0.0 0.862 Utr 2.0 2.000 19.156 to 150.0 0.0 2.000 0.0 T.39 3.82 0.0105 0.0 4.000 0.042 0.0 3.82 19.198 T.36 4.63 0.862 Uel 11.0 5.000 14.662 to 150.0 0.0 12.000 0.0 H.11 4.63 0.0150 _ 0.0 17.000 0.255 H.11 0.0 0.862 Utr 2.0 7.000 14.917 to 150.0 0.0 2.000 0.0 T.40 4.63 0.0150 0.0 9.000 0.135 T.40 0.96 0.862 2Utb 34.0 10.000 15.052 to 150.0 0.0 28.000 3.465 T.37 5.59 0.0212 0.0 38.000 0.804 0.0 5.59 19.321 T.49 0.76 0.862 Utr 2.0 3.000 15.012 to 150.0 0.0 2.000 0.0 H.26 0.76 0.0006 0.0 5.000 0.003 H.26 0.0 0.862 Utr 2.0 8.000 15.015 to 150.0 0.0 2.000 0.0 T.50 0.76 0.0005 0.0 10.000 0.005 T.50 0.19 0.862 0.0 9.000 15.020 to 150.0 0.0 0.0 0.0 H.30 0.95 0.0008 0.0 9.000 0.007 H.30 0.0 0.862 Utr 2.0 20.000 15.027 to 150.0 0.0 2.000 0.0 H.20 0.95 0.0008 0.0 22.000 0.018 H.20 0.0 0.862 Utr 2.0 6.000 15.045 to 150.0 0.0 2.000 0.0 T.40 0.95 0.0009 0.0 8.000 0.007 0.0 0.95 15.052 T.35 0.19 0.862 Uel 11.0 9.000 15.017 to 150.0 0.0 12.000 0.0 H.12 0.19 0.0 0.0 21.000 0.001 H.12 0.0 0.862 Utr 2.0 12.000 15.018 to 150.0 0.0 2.000 0.0 T.42 0.19 0.0001 0.0 14.000 0.001 Vel = 1.10 Vel = 2.10 Vel = 2.10 Vel = 2.10 K Factor = 0.87 Vel = 2.55 Vel = 2.55 Vel = 3.07 K Factor = 1.27 Vel = 0.42 Vel = 0.42 Vel = 0.52 Vel = 0.52 Vel = 0.52 K Factor = 0.24 Vel = 0.10 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT 3-02 - One Head Calculation (H.8) Page 9 Date 1/22/2016 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.42 0.0 0.862 Utr 2.0 2.000 15.019 to 150.0 0.0 2.000 0.0 H.18 0.19 0.0 0.0 4.000 0.0 H.18 0.0 0.862 Utr 2.0 8.000 15.019 to 150.0 0.0 2.000 0.0 H.21 0.19 0.0 0.0 10.000 0.0 H.21 0.0 0.862 Utb 17.0 12.000 15.019 to 150.0 0.0 14.000 0.0 T.50 0.19 0.0 0.0 26.000 0.001 0.0 0.19 15.020 T.43 1.81 0.862 Utr 2.0 5.000 18.573 to 150.0 0.0 2.000 0.0 T.45 1.81 0.0026 0.0 7.000 0.018 T.45 0.0 0.862 UeI 11.0 18.000 18.591 to 150.0 0.0 12.000 0.0 H.31 1.81 0.0027 0.0 30.000 0.080 H.31 0.0 0.862 0.0 13.000 18.671 to 150.0 0.0 0.0 0.0 H.27 1.81 0.0026 0.0 13.000 0.034 H.27 0.0 0.862 Utr 2.0 9.000 18.705 to 150.0 0.0 2.000 0.0 H.29 1.81 0.0026 0.0 11.000 0.029 H.29 0.0 0.862 UeI 11.0 11.000 18.734 to 150.0 0.0 12.000 0.0 H.28 1.81 0.0027 0.0 23.000 0.061 H.28 0.0 0.862 UeI 11.0 6.000 18.795 to 150.0 0.0 12.000 0.0 T.48 1.81 0.0.026 0.0 18.000 0.047 0.0 1.81 18.842 T.47 0.72 0.862 Utr 2.0 4.000 18.763 to 150.0 0.0 2.000 0.0 H.23 0.72 0.0005 0.0 6.000 0.003 H.23 0.0 0.862 Utr 2.0 14.000 18.766 to 150.0 0.0 2.000 0.0 H.17 0.72 0.0005 0.0 16.000 0.008 Vel = 0.10 Vel = 0.10 Vel = 0.10 K Factor = 0.05 Vel = 1.00 Vel = 1.00 Vel = 1.00 Vel = 1.00 Vel = 1.00 Vel = 1.00 K Factor = 0.42 Vel = 0.40 Vel = 0.40 H.17 0.0 0.862 Utr 2.0 6.000 18.774 to 150.0 0.0 2.000 0.0 T.41 0.72 0.0004 0.0 8.000 0.003 Vel = 0.40 T.41 0.0 0.862 Utr 2.0 5.000 18.777 to 150.0 0.0 2.000 0.0 H.13 0.72 0.0006 0.0 7.000 0.004 Vel = 0.40 H.13 0.0 0.862 Utr 2.0 14.000 18.781 to 150.0 0.0 2.000 0.0 H.6 0.72 0.0004 0.0 16.000 0.007 Vel = 0.40 H.6 0.0 0.862 Utb 17.0 4.000 18.788 to 150.0 UeI 11.0 26.000 0.0 T.34 0.72 0.0005 0.0 30.000 0.015 Vel = 0.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A=PEX Design Services, Inc. -EP ' TUKWILA LOT 3-02 - One Head Calculation (H.8) Page 10 Date 1/22/2016 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 0.72 18.803 K Factor = 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 R,.11 ieor r _ ..... ............................. AN6Tp RT!sCAOMsGpMrETEj i ar virreras pTE��asNKtERS /11111b. Ji:EBelknap• ‘111161 sp •oe-A Lev 111 1 iewRootL.L.C. Exp�•;s•, •• ■• . .... A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Drawing Location : 4015 SOUTH 126TH STREET TUKWILA WA 98168 Remote Area : Contract : 160113-01 Data File : 160113-01 Tukwila Lot 3-02.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 3-02 Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 01-13-2016 System No. - Contract No. - 160113-01 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R (X)NFPA 13D ( )4 ( ) 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 116 Feet 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 26.4743 Summary C -Factor Used: Psi Required 65.52 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 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 (0 0 N N N N � c0 N 2 CO 2 0 _U tC U d� W U = C 3 cri o N Z O � M C o N J w -44 0 _ X� W Q� Fittings Used Summary CO O N N Cr) A- a) a) 0)4- (6 (6 a0 N 2 00 2 0 U (0 0 W ▪ q) U = C 3 uiI • N M cp N 8 LLJ Q a) c E co mZ J • cU LL Q M N �(0 %-a-000 oN- 0 00 (6 0 T - • •:t .--0)000 O c- V 0000000 1.0 • M h h 0 0 0 I,- 0 •-N (0 (0000 N 0 N (()(6000 CO (6 • C M 0 0 . 0 1'- Co Cr) 000 N (6 ▪ N N 0 0 0 O 0 A- A- N N 0 0 0 • 00 A-000 - '-000 N '—(0A- I-000 000 (- a M N �N— CO A- N- N ‘- (0' 6) V N A- CAI A -If) A- CAI A- IA- A- N A- V.— N N ' CO CV - t O C.) G 3 c 0.a o a) M 0W>I__ , 0 m wya) CD v O D " � X X o c05a)a)a) -' 'c 0 a0.n C7 ~ a) — 0 (o (a — c LL 3 7 7 6 O W O 0 -0 -0 - CC QUCC 0)(90)000 � x x UwC9H»> Units Summary ;N cn c co c Y o E 3(i) c Q N OJLLCI_ Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.944 26.47 65.52 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 116.0 T.42 116.0 H.12 116.0 T.35 116.0 T.39 108.0 T.38 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.21 116.0 T.50 116.0 H.30 116.0 H.20 116.0 T.40 116.0 T.37 108.0 H.26 116.0 T.49 116.0 T.47 108.0 T.48 108.0 H.22 108.0 H.15 108.0 H.32 116.0 H.25 116.0 T.46 116.0 T.43 108.0 H.16 108.0 H.7 108.0 T.34 108.0 H.1 108.0 H.5 108.0 H.14 108.0 T.44 116.0 H.19 116.0 H.10 116.0 H.9 116.0 H.2 116.0 H.8 116.0 H.4 116.0 T.33 116.0 H.3 116.0 4.9 7.04 13.0 7.22 7.83 8.75 13.86 14.47 25.58 37.98 49.45 50.6 65.52 7.2 7.6 7.89 8.59 8.84 14.15 4.9 7.56 13.47 7.95 12.74 13.04 13.18 13.76 8.12 8.44 8.74 12.76 12.84 12.94 13.03 13.5 13.68 14.13 8.74 8.74 8.74 8.75 8.75 8.76 8.76 8.76 8.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.36 H.11 H.23 H.17 T.41 H.13 H.6 T.45 H.31 H.27 H.29 H.28 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 8.78 8.82 12.76 12.81 12.84 12.87 12.92 12.78 12.86 12.9 12.93 12.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 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 8.27 0.862 Utr 2.0 2.000 7.040 to 150.0 0.0 2.000 0.0 T.42 8.27 0.0438 0.0 4.000 0.175 T.42 0.0 0.862 Utr 2.0 12.000 7.215 to 150.0 0.0 2.000 0.0 H.12 8.27 0.0438 0.0 14.000 0.613 H.12 0.0 0.862 Uel 11.0 9.000 7.828 to 150.0 0.0 12.000 0.0 T.35 8.27 0.0438 0.0 21.000 0.919 T.35 -1.18 0.862 2Utb 34.0 22.000 8.747 to 150.0 0.0 28.000 3.465 T.39 7.09 0.0329 0.0 50.000 1.644 T.39 5.98 0.862 Utr 2.0 4.000 13.856 to 150.0 0.0 2.000 0.0 T.38 13.07 0.1020 0.0 6.000 0.612 T.38 13.40 0.862 Utb 17.0 8.000 14.468 to 150.0 T 7.528 16.904 1.732 S.1 26.47 0.3764 0.0 24.904 9.375 S.1 0.0 1.244 E 1.721 5.000 25.575 to 150.0 T 3.443 5.594 11.732 PRV 26.47 0.0631 G 0.43 10.594 0.669 PRV 0.0 1.244 2E 3.443 20.000 37.976 to 150.0 0.0 3.443 10.000 CPL 26.47 0.0630 0.0 23.443 1.478 CPL 0.0 1.61 2E 12.089 50.000 49.454 to 150.0 C 1.511 13.600 0.0 MTR 26.47 0.0180 0.0 63.600 1.142 MTR 0.0 1.025 2E 5.4 25.000 50.596 to 150.0 0.0 5.400 10.000 STR 26.47 0.1620 0.0 30.400 4.924 0.0 26.47 65.520 H.18 4.73 0.862 Utr 2.0 8.000 7.040 to 150.0 0.0 2.000 0.0 H.21 4.73 0.0155 0.0 10.000 0.155 H.21 0.0 0.862 Utb 17.0 12.000 7.195 to 150.0 0.0 14.000 0.0 T.50 4.73 0.0155 0.0 26.000 0.404 T.50 2.24 0.862 0.0 9.000 7.599 to 150.0 0.0 0.0 0.0 H.30 6.97 0.0319 - 0.0 9.000 0.287 H.30 0.0 0.862 Utr 2.0 20.000 7.886 to 150.0 0.0 2.000 0.0 H.20 6.97 0.0318 0.0 22.000 0.700 H.20 0.0 0.862 Utr 2.0 6.000 8.586 to 150.0 0.0 2.000 0.0 T.40 6.97 0.0319 0.0 8.000 0.255 T.40 1.77 0.862 2Utb 34.0 10.000 8.841 to 150.0 0.0 28.000 3.465 T.37 8.74 0.0485 0.0 38.000 1.842 K Factor = 4.90 Vel = 4.55 Vel = 4.55 Vel = 4.55 Vel = 3.90 Vel = 7.19 Vel = 14.55 * * Fixed Loss = 10 Vel = 6.99 * * Fixed Loss = 10 Vel = 6.99 Vel = 4.17 * * Fixed Loss = 10 Vel = 10.29 K Factor = 3.27 Vel = 2.60 Vel = 2.60 Vel = 3.83 Vel = 3.83 Vel = 3.83 Vel = 4.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 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.37 4.66 0.862 Utr 2.0 1.000 14.148 to 150.0 0.0 2.000 0.0 T.38 13.4 0.1067 0.0 3.000 0.320 Vel = 7.37 0.0 13.40 14.468 K Factor = 3.52 T.50 -2.24 0.862 Utr 2.0 8.000 7.599 to 150.0 0.0 2.000 0.0 H.26 -2.24 -0.0039 0.0 10.000 -0.039 Vel = 1.23 H.26 13.47 0.862 Utr 2.0 3.000 7.560 K Factor = 4.90 to 150.0 0.0 2.000 0.0 T.49 11.23 0.0772 0.0 5.000 0.386 Vel = 6.17 T.49 -4.99 0.862 2Utb 34.0 23.000 7.946 to 150.0 0.0 28.000 3.465 T.47 6.24 0.0260 0.0 51.000 1.325 Vel = 3.43 T.47 -2.11 0.862 Utb 17.0 11.000 12.736 to 150.0 0.0 14.000 0.0 T.48 4.13 0.0121 0.0 25.000 0.303 Vel = 2.27 T.48 1.85 0.862 Utr 2.0 4.000 13.039 to 150.0 0.0 2.000 0.0 H.22 5.98 0.0240 0.0 6.000 0.144 Vel = 3.29 H.22 0.0 0.862 Uel 11.0 12.000 13.183 to 150.0 0.0 12.000 0.0 H.15 5.98 0.0240 0.0 24.000 0.577 Vel = 3.29 H.15 0.0 0.862 Utr 2.0 2.000 13.760 to 150.0 0.0 2.000 0.0 T.39 5.98 0.0240 0.0 4.000 0.096 Vel = 3.29 0.0 5.98 13.856 K Factor = 1.61 T.49 4.99 0.862 0.0 10.000 7.946 to 150.0 0.0 0.0 0.0 H.32 4.99 0.0172 0.0 10.000 0.172 H.32 0.0 0.862 Utr 2.0 17.000 8.118 to 150.0 0.0 2.000 0.0 H.25 4.99 0.0172 0.0 19.000 0.326 H.25 0.0 0.862 Uel 11.0 5.000 8.444 to 150.0 0.0 12.000 0.0 T.46 4.99 0.0172 0.0 17.000 0.292 T.46 to T.43 T.43 to H.16 H.16 to H.7 H.7 to T.34 -0.59 4.4 -1.85 2.55 0.862 150.0 0.0136 0.862 150.0 0.0050 0.0 0.862 150.0 2.55 0.0050 2Utb 34.0 0.0 0.0 Utr 2.0 0.0 0.0 Utr 2.0 0.0 0.0 0.0 0.862 150.0 2.55 0.0049 Utr 2.0 0.0 0.0 13.000 28.000 41.000 14.000 2.000 16.000 19.000 2.000 21.000 15.000 2.000 17.000 8.736 3.465 0.558 12.759 0.0 0.080 12.839 0.0 0.104 12.943 0.0 0.084 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.42 Vel = 1.40 Vel = 1.40 Vel = 1.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 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.34 2.11 0.862 Utr 2.0 17.000 13.027 to 150.0 Uel 11.0 14.000 0.0 H.1 4.66 0.0151 0.0 31.000 0.469 H.1 0.0 0.862 Utr 2.0 10.000 13.496 to 150.0 0.0 2.000 0.0 H.5 4.66 0.0152 0.0 12.000 0.182 H.5 0.0 0.862 Uel 11.0 18.000 13.678 to 150.0 0.0 12.000 0.0 H.14 4.66 0.0151 0.0 30.000 0.454 H.14 0.0 0.862 0.0 1.000 14.132 to 150.0 0.0 0.0 0.0 T.37 4.66 0.0160 0.0 1.000 0.016 0.0 4.66 14.148 K Factor = 1.24 Vel = 0.32 Vel = 2.56 Vel = 2.56 Vel = 2.56 Vel = 2.56 T.46 0.59 0.862 Utr 2.0 2.000 8.736 to 150.0 0.0 2.000 0.0 T.44 0.59 0.0005 0.0 _ 4.000 0.002 T.44 0.0 0.862 Utr 2.0 4.000 8.738 to 150.0 0.0 2.000 0.0 H.19 0.59 0.0003 0.0 6.000 0.002 Vel = 0.32 H.19 0.0 0.862 Utr 2.0 14.000 8.740 to 150.0 0.0 2.000 0.0 H.10 0.59 _ 0.0003 0.0 _ 16.000 0.005 Vel = 0.32 H.10 0.0 0.862 Utr 2.0 13.000 8.745 to 150.0 0.0 2.000 0.0 H.9 0.59 0.0003 0.0 15.000 0.005 Vel = 0.32_ H.9 0.0 0.862 Utr 2.0 7.000 8.750 to 150.0 0.0 2.000 0.0 H.2 0.59 0.0003 0.0 9.000 0.003 Vel = 0.32 H.2 0.0 0.862 Utr 2.0 16.000 8.753 to 150.0 0.0 2.000 0.0 H.8 0.59 0.0003 0.0 18.000 0.006 Vel = 0.32 H.8 0.0 0.862 0.0 9.000 8.759 to 150.0 0.0 0.0 0.0 H.4 0.59 0.0003 0.0 9.000 0.003 Vel = 0.32 H.4 0.0 0.862 Utr 2.0 5.000 8.762 to 150.0 0.0 2.000 0.0 T.33 0.59 0.0003 0.0 7.000 0.002 Vel = 0.32 T.33 0.0 0.862 Utr 2.0 7.000 8.764 to 150.0 Uel 11.0 14.000 0.0 H.3 0.59 0.0003 0.0 21.000 0.007 Vel = 0.32 H.3 0.0 0.862 Utr 2.0 9.000 8.771 to 150.0 0.0 2.000 0.0 T.36 0.59 0.0004 0.0 11.000 0.004 Vel = 0.32 T.36 1.19 0.862 Uel 11.0 5.000 8.775 to 150.0 0.0 12.000 0.0 H.11 1.78 0.0025 0.0 17.000 0.043 H.11 0.0 0.862 Utr 2.0 7.000 8.818 to 150.0 0.0 2.000 0.0 T.40 1.78 0.0026 0.0 9.000 0.023 Vel = 0.98 Vel = 0.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 TUKWILA LOT 3-02 - Two Head Calculation (H.18 & H.26) Date 1/22/2016 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 1.78 8.841 T.35 1.19 0.862 Utb 17.0 7.000 8.747 to 150.0 Utr 2.0 16.000 0.0 T.36 1.19 0.0012 0.0 23.000 0.028 0.0 1.19 8.775 T.47 2.11 0.862 Utr 2.0 4.000 12.736 to 150.0 0.0 2.000 0.0 H.23 2.11 0.0037 0.0 6.000 0.022 H.23 0.0 0.862 Utr 2.0 14.000 12.758 to 150.0 0.0 2.000 0.0 H.17 2.11 _ 0.0035 0.0 16.000 _ 0.056 H.17 0.0 0.862 Utr 2.0 6.000 12.814 to 150.0 0.0 2.000 0.0 T.41 2.11 0.0035 0.0 8.000 0.028 T.41 0.0 0.862 Utr 2.0 5.000 12.842 to 150.0 0.0 2.000 0.0 H.13 2.11_ _ 0.0034 0.0 7.000 0.024 H.13 0.0 0.862 Utr 2.0 14.000 12.866 to 150.0 0.0 2.000 0.0 H.6 2.11 - 0.0035 0.0 16.000 0.056 H.6 0.0 0.862 Utb 17.0 4.000 12.922 to 150.0 Uel 11.0 26.000 0.0 T.34 2.11 0.0035 0.0 30.000 0.105 0.0 2.11 13.027 T.43 1.85 0.862 Utr 2.0 5.000 12.759 to 150.0 0.0 2.000 0.0 T.45 1.85 0.0029 0.0 7.000 0.020 T.45 0.0 0.862 UeI 11.0 18.000 12.779 to 150.0 0.0 12.000 0.0 H.31 1.85 0.0027 0.0 30.000 0.082 H.31 0.0 0.862 0.0 13.000 12.861 to 150.0 0.0 0.0 0.0 H.27 1.85 0.0028 0.0 1.3.000 0.036 H.27 0.0 0.862 Utr 2.0 9.000 12.897 to 150.0 0.0 2.000 0.0 - H.29 1.85 0.0027 0.0 11.000 0.030 H.29 0.0 0.862 UeI 11.0 11.000 12.927 to 150.0 0.0 12.000 0.0 H.28 1.85 0.0027 0.0 23.000 0.063 H.28 0.0 0.862 UeI 11.0 6.000 12.990 to 150.0 0.0 12.000 0.0 T.48 1.85 0.0027 0.0 18.000 0.049 0.0 1.85 13.039 K Factor = 0.60 Vel = 0.65 K Factor = 0.40 Vel = 1.16 Vel = 1.16 Vel = 1.16 Vel = 1.16 Vel = 1.16 Vel = 1.16 K Factor = 0.58 Vel = 1.02 Vel = 1.02 Vel = 1.02 Vel = 1.02 Vel = 1.02 Vel = 1.02 K Factor = 0.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY, 5fA11C P51: 90 15112UAL P5L 85 FLOW GPM: 300 20' OF I-1/ 2" AQUAPFX MOM CPL. -- 50' OF I-1/ 2" POLY MOM TI -5 MP1FP- 11---r4G2n 1" MMP 25' OF I" COPPPP POM 11.15 511?5Pf y COUPLING 5' OF I-1/ 2" AOL APPX FPOM 11- WA\'.- N,T,5, F PPV TO 5,1 i l-ISAI2 2 HSAI MOST 1-1Y17PAI, HFA2 # H.8 H,IB&H,26 LICALLY H5APS GPM 17 26 PRF55UPF 1:5Q' 2 AT 511?5FT 60,67 65,52 I?5LIA13L5 ANI2 SSNJU CONCFA.5-12 5PPINKL5P INSTALLATION GUIt1 TOP 2" SHSSf POCK N,1,5. kLIA31.5 MO1 L5 • kFC-30 LL • 1:IFC-49 LL 5kNJU M012f1.- • kC 15 bottom of cover plate cup -i" above bottom of joist bottom of cover plate cup " below bottom of joist CONCALN2 Al3M-1 MOU1\11N6 I2 1AL N,T.S, PPOPPX PIPE 5PINKLEt? /VAMP PPOPPX EP TEE MINIMUM CUT I,ENG11H1 OP PIPE 2", MAXIMUM CUT LENGTH OF PIPE 12", MISLf2 V5PIFY FINI5N512 CFILING MA15I IAL TO 175151 MINS MOUNTING W161 -if I2IMSN5ION NAPA Ian 1A31. I2I511ANC15 MOM NIA1' 50UI?C;5 HURT 50UI?C5 OI:l7INAPY 'UP IN. INI-T M VIATh TM1' IN. 51125 OF MR5I'LACr 6" 12" FION1' OF M115PLAC5 60" 36" W001713UPNING 5TOV5 42" 12" KITCHFN kANG,5 18" 9" WALL OVSN 18" 9" HOT Alk fLUk5 18" 9" UNINSULA1F17 HSAT 12UCT5 18" 9" UNINSULATF12 HOT WAT5P POTS 12" 6" 5112F OF NOT AIV 12IFFUS5k 24" 12" FPONT OF HOT Alk 12I1kU55k 36" 18" NOT WATFI H5AaP 6" 3" FUPNACF 6" 3' OW -250W LIGHT FIXTUI 6" 3" 250W -499W LIGHT FIX11.115 12" 6" NFPA Ian CL051f I? QUIR MrI\f5 NTS 8,6,3 51'kINKL5P5 SHALL NOV 135 l?5QUIl 12 IN CLO11NS5 C1-O55T5,1-INSN 0L055T5, AN12 l'AN11?I55 THAT MFFT ALL OF THF FOLLOWING CONI21110N5: (I) THF AP.5A OF THE SPACS 12055 NOT SXCSSI 24 FTz (2.2 NV) (2) THF LSAST I21MSN5ION 12055 NOT SXCSSI2 3 FT( 0.9 M) (3) THF WALL5 AN12 C5ILINGS Akk SUI AC512 WITH N0NC0M13U51131.5 OP LIMI1F12-COMI3USTII3L5 MA151 IAL5 AS PSHINS12 IN NWA 220, 51'ANI2Ap12 ON 1'11'55 OF PULPING CONSTkUC110N, 4'-I , CLO 12.6 5Q. FT 53 INKL5k 1 01.11 512 i 9' -8" t CLO 25,8SQ. FT 51'kINKL5I rFOUIP'12 t 4'-0 i CLO 125Q.FT 5I9PINKL51 NOT PPQUI1512 a Without Comments As Noted in Re0 (� Per The Attached Letter plans have been reviewed by The Tukwila Fire tion Bureau for conf2rrnance with current City ec 11 to errors and violations of adopted esponsihility for the dards. Acceptanc,e slons which .10 MUL11-PUPPOSFLOW 5WI1'CH IN51'ALLA11ON N.T,5. 6" AAM 3E11 TO 3; SOCA"s� O\ At2255 OUI2Ik G E3/0x5/6 XOX i ds and cy of design inns, dek tloi >. -?' 4 FIS to these drawings after slate Mil void r"t4 Xrraoc and Will require a s-uLmittai of r ;vi fo.. subsequent approval. th the designer. 11H15 5UGG551f12 LAYOUT 15 13A5517 UPON INTONATION PPOVIn51213Y 011-I5I;5, CHANG55 IN CONSTRICTION Or. PI5L12 CONb1110N5 MAY OCCUR WHICH MAY IQUM CHANG55 TO THF LAYOUT, I1" 1511 -IF l 55P0N5113ILI1Y OF 11.5 INSfALLSR TO NOTIFY APSX P55IGN 55PVIC55 OF SUCH CHANG55 al acceptance is subl <o r r. lkelc rest and inspection by The Tukwila Fire Prevention tion= 3u eau. Date:J--10-1 (p ey; 111 dvo r•evivedi. / rtQw(6k1-) hs3- rl,�'u1 • iliMILA FIRE DEPARTMENT s :.a call 206-575-4407 and Om this Fie Permit No. and exact addmss for shut- down val. 22 LLrTC49-16 10 MC49-18 P L-IAI3L5 Model LL-P5C4955C49 Concealed Pendent Sprinkler K-' 4.9, 155F*, 3/ 8" Orifice, Maximum 5pacinq 16' x16' Sprinkler head demand: 13 qpm @ 7,04 P;LIAI3L5 Model LL-5TC49P5C49 Concealed Pendent Sprinkler 1555°, 3/ 8" Orifice, Maximum Spacing 18' x16' Sprinkler head demand: 17 qpm © 12,03 ;�I.EVEL CO\\;C110 \5 1/0x447 XOX EGRESS COLO / LINA P LGNN12 NLUL LIN5S- 55512 TO SIX'LPS5 (�A11-, SHOWSP, STC,) 131 -ACK LIN55= 5PPINKL5P HSA12 10 5PPIN\La' HSAP, i - I/ 2" 5155 5178 3/ 4" 5I5S 5175 - I PIPS 5175 Ii I I/ 2" IPL 51ZF N01h5; IF A MN 15 3�IN6 IN51'A.L112a NO MOI?.� '-AN AN 5 E 5I 19FF551.M 121OP A1' 26 GPM 15 A 1i A9OL1,0 '6NL 01 %61-1Lf 5FRE5 I V 15 k�COMMNt7 2, 5PIIkKI.N:! 5Y5f M n 5IGNW 1'O 1- 201 NMMA IW 51'AN12A22 'x416 SL. 2/8x5/® TUB 4 SHWR 2/4 1C 13'6x11' '';C49 -18 2/0x8/0 C P T KITCHEN AN AT 442' 16'OvE%' 205<1 RIO LLPFC'-9-18 r LLPTC4 12 CIT v.T.o. 50 CFM 1 INFR 4� 5HELVE: SOAKING TUB 2rl '� 11 RFC ROvIDE 1 3/a' SOLID IMPACT ORE DOR 20 BARRIER IN. FIRE DOOR WITH ELF-CLOS1NCs DEVICE. pINiNCZ LLP 16 I I0'4x12'8 — DN 16R` LL:FC491 x ' 417z 5-I FLOW 5WI1CH I5I A55sM31.Y Appliance• %sated Inn6 MIL. POLY OR APPi2• D V� private g ag A 4-16 RETARDER WITH JOINTS PP ' carpo_ shall be MORE THAN 6' REQUIREI BETWEEN installed Wi' a minimum 5L45 AND PAI? 'RTE PFR clearance if 6 Feet IRC R5®623 (J2) bove the 36'4 HALFWAL ,26 18'x30' CRAWL 11'10x1 '10 H00 LLPTC49-18 18'x21'2 X' GYP. BD. e' CIA. 'i2' Gla . WALLS DUCTS Ti4ROUGW ►, A. STEEL NO DUCT A E H1291 LLPFC49.16 VIDE ILL INATI TA RWAY >N PER 031 I ,. LANDING) FC49-16 8 SOFFIT 7 GRESS 6/6x4/.- XOX 410x4 ®SL. r l w�• 3 10'xll'4 x u LINE OF PORCH BELOW Ox8/ A LINE OF FL BELOW EGRESS iv\ ,rLoo 1/4H'O" PAID JAN 29 2016 TUKWILA FIRE �2�23y' 1 i s_ r DESIGN SERA i / II 0 4:' '�--- MIRE 5PRINKLN. 1073147th 51 W Mukha), WA 98275 PH: 425-493-9680 FAX: 425-493-97I7 5AL5 PFP: 1 51n5N11AL 5l15 191MC110N 5Y51SM 11a13P TYP5: 1 / 2" TO I-1/ 2" AQUAPSX 5PPINKLPR INSOPMA110N # OF H5A125 11-115 SHSST - 32 # OF H5Ab511-115 J013 - 32 5fAf1C P155UP5 15- 90 WASHI CGRTI lICAT � lIRC PROTECT/O IIB .n Belknap 42- 013-A Lev= ..inie, �eWpF • ■ �� `_�, to �1�,� N\ 0 \— C:::) • T • N STATE OP OMPCTCNCY SP INKLCR SYST:,:mS .i7.C. = , Ont t s.� ���� 11 t „� –i 0 \ JF \\\ N 00 ..........< Q \ \ 0 \� i NA & CON511 \ 2 3 4 PP5LIM, 1 0I-13-2016 %`N0, P5VI50N/ 155US 1715 / 00 PPOJ5C1- # : 160113-01 COMPANY: P.AINI5P VISW WOO? CONTACT: BILL I3SLKNAP CONTACT PHONS # : ( 25) 435-1996 SCALP: 1/ 4" - 11-0" n551GN51213Y: 51SPHANIS FAHPY CHSCKSI213Y: KAP5N 13A!313 JF 00