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HomeMy WebLinkAboutPermit D16-0266 - RAINIER INDUSTRIES - STORAGE RACKSRAINIER INDUSTRIES 18375 OLYMPIC AVE S D16-0266 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888900130 Permit Number: D16-0266 18375 OLYMPIC AVE S RAINIER INDUSTRIES Issue Date: 1/25/2017 Permit Expires On: 7/24/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CAMPBELL REAL ESTATE LLC 18375 OLYMPIC AVE S , TUKWILA, WA, 98188 BRUCE BLUNT 18275 OLYMPICE AVE S , TUKWILA, WA, 98188 RAINIER INDUSTRIES LTD 18375 OLYMPIC AV S , TUKWILA, WA, 98188 RAI N I I L066QP N/A - LESS THAN $5,000 Phone: (425) 981-1225 Phone: (425) 251-1800 Expiration Date: 1/11/2019 DESCRIPTION OF WORK: RELOCATE STORAGE RACKS Project Valuation: $1,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $151.56 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:*dab "/' 11 Date: Nig I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: t..2c... '-t- Date: (/Z_Glzt.0)-7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 8: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 9: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 10: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one-hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 11: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 12: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 6: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 15: ***BUILDING PERMIT CONDITIONS*** 16: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 17: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 18: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 19: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 20: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 21: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 22: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 23: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1)1 W Project No. Date Application Accepted: -(c?0-• f W Date Application Expires: Zs° f p (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 788890-0130 Site Address: 18375 Olympic Ave S Tenant Name: Rainier Industries, Ldt. Suite Number: PROPERTY OWNER Name: Bruce Blunt Name: Campbell Real Estate LLC Address: 18375 Olympic Ave S Address: 18375 Olympic Ave S City: Tukwila State: WA City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Bruce Blunt Company Name: HW Engineering Address: 18375 Olympic Ave S Engineer Name: Hongyu Wang City: Tukwila State: WA Zip: 98188 Phone: (425) 981-1225 Fax: (425) 251-5065 Email: bruceb@rainier.com State: GENERAL CONTRACTOR INFORMATION Company Name: None Company Name: HW Engineering Company Name: None Engineer Name: Hongyu Wang Address: Architect Name: City: Las Vegas State: NV City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bit New Tenant: Floor: - ❑ Yes E ..No ARCHITECT OF RECORD Name: Company Name: HW Engineering Company Name: None Engineer Name: Hongyu Wang Architect Name: City: Las Vegas State: NV Address: Phone: (702) 202-0061 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: HW Engineering City: State: Zip: Engineer Name: Hongyu Wang Address: 6270 McLead Drive, Suite 140 City: Las Vegas State: NV Zip: 89120 Phone: (702) 202-0061 Fax: Email: hongyu@hwengineeringUSA.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Pagc 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1,000 Describe the scope of work (please provide detailed information): LQCPr-t11�c S lutz-A ,6 S Will there be new rack storage? ❑ Yes A Existing Building Valuation: $ 8,839,100 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line 12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Typc of Occupancy per IBC 10 Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Dcck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line 12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 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 Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU ORIZED AGE : Signature:, Date: 09/30/2016 Print Name: Bruce Blunt Day Telephone: (425) 981-1225 Mailing Address: 18375 Olympic Ave S Tukwila WA 98188 City State Zip H: Applications\Forms-Applications On Line \20I I Applications\Permit Application Revised - 8-9.1 I.docx Revised: August 2011 bit Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $315.18 D16-0266 Address: 18375 OLYMPIC AVE S Apn: 7888900130 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R12827 R000.359.000.00.01 0.00 $306.00 $315.18 Date Paid: Monday, November 20, 2017 Paid By: DAVID TAQUINO Pay Method: CREDIT CARD 042818 Printed: Monday, November 20, 2017 9:57 AM 1 of 1 rffSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $151.56 D16-0266 Address: 18375 OLYMPIC AVE S Apn: 7888900130 $151.56 DEVELOPMENT $147.23 PERMIT FEE 8000.322.100.00.00 0.00 $86.50 PLAN CHECK FEE R000.345.830.00.00 0.00 $56.23 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $4.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9539 R000.322.900.04.00 0.00 $4.33 $151.56 Date Paid: Friday, September 30, 2016 Paid By: RAINIER INDUSTRIES Pay Method: CHECK 10834 Printed: Friday, September 30, 2016 10:22 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD t)R � -0U)(0Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project:jilt' ��`� O. TYpep I spen:. Address: /S i 13 , alt'hci Date Ca ed: Special Instructions: Date Wanted: 1Oz Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. OM M ENTS: irlAikL/ Inspector: Date: Jr REINSPECTIONFEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dlle-02.egtp Project: tN(EA INAtiSTK)EC Type of Inspection: ArmA-R6e3(/C 1-1 c-wrixer Address: lg37s OL -VAI PiCAthES: Date Called: Special Instructions: Date Wanted: 10 --)4.4. 17 a.m. p.m. Requester: BR.VC6 Phone No: 26(p- `t23-oi 11.3 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date: /e) —/3 -l4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Up- 6Z6 Pro' ct: Type of Inspectio : Address: /60 S ell,V L1('l C. . S Date Called: Special Instructions: Date Wan ,/'te 71717 a r p.m. Requeste : Phone No: H• Approved per applicable codes. Corrections required prior to approval. COMMENTS: �— / i / f Cricol Inspector: 7p Date: 7,7—)7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b6- - c266 P ect: it JiUDuS?TT tt pe e of Inspection:,! *cL.bijl'L/7 / L Address: Date Called: Special Instructions:•Date Want d: �% L 71/ .rr� p.m. Requestttr: 11 Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: 7 V1 , ( 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project �N/.er/ / it �t/c/r e ✓ Type of Inspection: Address:. Suite #: / 37C )((/y„A,,, Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) ,� / �i� 'ec // 'ex /A6/ 4, (///'r7) s:, 'Gt-r / /' Yee ( 4, , -- / � Hood & Duct: - ‹7Zic(1 z /<< „..)/, " ‹iA«,1 Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:.'" 64 S 3 Date: 7/zo/i Hrs.: /' S"-- / / $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 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION FIELD REPORT Job Number: 17-0278 Report Number: 344579 Permit Number: D16-0266 Project: Rainier Industries Misc. 2017 Client: Address: Date: 7-14-2017 Address: 18375 Olympic Ave. S -Tukwila Inspector: Stephen Ramos Description/Location: Additional anchors for pallet racks located in the Graphics Area, as per structural calculations Intended Use: Rack Anchors Building Code & Year: IBC 2012 Anchor Type: ❑ Expansion ® Screw ❑ Sleeve ❑ Drop In Anchor Size & Quantity: '/z " (15 qty.) ESR Number: 3027 Anchor Manufacturer: Hilti KH -EZ Hole Diameter: 1/2" Hole Depth: 4" Required Embedment: 2 '/4"" Anchor Length: 3" Concrete Thickness: 6" Concrete Strength: existing Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump 0 Other: Vacuum ORA Torque Wrench ID: 6022 Torque: 30 (40 Maximum) Ft. -lbs. Drill Bit (ANSI 6212.15): /. Yes ❑ No Weather: Indoors Ambient Temperature: 70 °F Comments Reference Standard(s) Used: Start Time: Finish Time: Inspected by: Conforms X Does Not Conform Is this a re -inspection? ❑ Yes ® No Original Inspection Date: Reviewed by: RECEIVED CITY OF TUKWILA JUL 18 2017 I'ERMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-87-01 LT (Rev 7/09) OTTO ROSENAU & ASSOCIATES, INC. PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number:CZ r 7� / 7 - Permit Number: 0 /d • X2-66 Project: 124,n, u tvd,s-#'r,tS t'V1 5C 20 17 Client: Address: 1 3 7 S 6 t tr /►711 r c_. ,4 ( So. r ✓ xiv. contractor: Inspector: i, Date: -S./4-51 2 c 17 DESCRIPTION/LOCATION ` // N c ae-y- �✓ (,/ e <1( er/V r r.J//.. X44 • / s /11:3,4-c,"(.1// .tel' / / f /' 1. f^. _,-1 (.76,7,--) .cCif- cv ,-vJC/,ori "??" �fs,1('%- tf. /-4c,,r: rC./•o✓/r /G'/' c-4, ✓R 047 ,f'4 C /- ‹t 7G ".%.a' tC> �G0.1.-i 7e, i .c-rS' , 7e , C ti,.../i/4/ (--C6., l --r '. (; r h,)fir ,,k-ci. t___,-4 c c t e- c.-6 ,; : r.Arei TLS I ti Intended Use: A IL Sicis' 40 Crnc..z /e r 4, , t4 (M� Building Code & Year: 2 D / s z- c - .- -� - In Anchor Size & Quantity: ..K),17/,...) Anchor Style: ■ Expansion (}.`Screw • Sleeve ■ Drop ESR Number: ? O 2.7 Anchor Manufacturer: /41 ill, Anchor Type: 4/6r. y /"A Iy- ' Hole Diameter: ' /., Hole Depth: ii " ` Required Embedment: 2 /,4 Anchor Length: 3 Concrete Thickness: r t ' O Concrete Strength: 4f"'; `-.�" �' ' Base Material: TS:Normal Weight Concrete • Light Weight Concrete ■ CMU [J Brick ■ Composite Deck Pump Other: j/4 C;Jr rlCi Hole Cleaning: ■ Compressed Air Q4`land ORA Torque Wrench ID: 4C cl 7 Torque: t7/G ft -lbs Drill Bit (ANSI B212.15): `M -Yes • No Weather: , / , 7v,',:c.t - Ambient Temperature: sr/p-of" COMMENTS \ / Reference Standard(s) Used: _T-cc- _Ccr" '`cJ a 3� -, 7 Conforms I Does Not Conform Is this a re -inspection? j 4Jo 0 Yes - Original inspection date: Inspected by: Start Time: Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-87-02 (Rev 05/13) .7 • CONSTRUCTION INSPECTION REPORT I Job Number: .- } Permit Number. Project t,JA ;. r} e /7 Date: 7 Client Address: 375 ;6 ' ' . f # / Engineer: Inspector: �►,� Steel Decking e ; f Other ( Y): 1 U%i Contractor / j Structural Steel Fabrication Structural Steel Erection Al �� �.. �'- ► 4 pyt ZM t; n r'e ` i1� 1 ! �fir' .i t1 C dc)r, I ' 4s ti , f, t,J('i..f )/1s . /1r.) . .c , 0 5 1 tom. e , brat1ra� .. CP ilAtr %- . ;fin4[[/(1.I Web ,e. {pct -flier- 'J ! 1 s: i ' Ce (e tom: �i r , o1 f tite 6 1, P -. -: Y t ger.44 6e .ii rte" > ) bC cL 5 viijd 61 /7r a 4.A ,. .i'r /13- - "! /lC t,5- I uJcA Di/ C / 6001�, /,- r ' 02 E r A 01 .e, r^ Pi"' 1..�-r,7 / e (c..a `27/4e . I!; ' a 5 et/14 cois-4 tit. - .4t0-- r3 G^li.c4S� %K1 /. e) 5 . 411 iqn/:Git t 5 &Jef P God /10, .7)ifib - '' Lt) Urt. i m hil tai doe, J.4 &''1 ;04 41/ k/ Cre 1,1 r � r ti Is this a re -inspection? 0 Yes No No Original inspection date: ! e 7/ f 7 Inspected b Start Time: Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of thii except in full, without written permission from our firm is strictly prohibited, Page of 47 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 P.8 -07 (tea 12ft3� OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION REPORT Fit 2c Job Number: / % 6 2 Is this a re -inspection? ❑ Yes Permit Number: Date: 4177 7I/( 7 Project: k;40,7,.(../^ :TivCtt, stl, Ps r4 fC ?o(7 Client: Address: 4375 G/lsslj?pc. „kr5 -77,,,,K,, 1,: Engineer: Inspector: < ,//F C) '4,(y Inspection Performed (Please Contractor: Check all that Apply) Steel Decking Other (specify): Structural Steel Fabrication 7 r' F -75-1/ca,-(hem. Structural Steel Erection / Remarks 7,:3)12-5;7 ;- /" /4.7)-476,1,-- i'i OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 17-0278 Report Number: 325706 Permit Number: D16-0266 Project: Rainier Industries Misc. 2017 Client: Rainier Industries, Ltd. Address: 18375 Olympic Avenue South, Tukwila Address: 18375 Olympic Avenue South, Tukwila Inspector: Chad Kuebler Date: 5/18/2017 Description/Location: Inspected installation and torque of (104) %2°x3° Hilti KH -EZ screw anchors to concrete floor for storage rack to concrete connections per structural notes. The inspected work was found to be done as per approved project documents. Intended Use: Anchorage of storage racks to existing floor Building Code & Year: IBC 2015 Reference Standard(s) Used: ICC ESR 3027 Comments Conforms X Does Not Conform Copies to: Client Engineer X Owner Contractor Architect X Building Dept. Others Technical Responsibility: RECEIVED CITY OF TUKWILA JUN 14 2011 PERMIT CENTER alter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Screw Anchor Size & Quantity: %" (104) Anchor Style: ■ Expansion 0 ■ Sleeve ■ Drop In ESR Number: 3027 Anchor Manufacturer: Hilti Anchor Type: HUS -EZ (KH -EZ) Hole Diameter: '/2" Hole Depth: 4" Required Embedment: 2 '/<" Anchor Length: 3" Concrete Thickness: 6" (existing) Concrete Strength: 2500 psi (existing) Brick Base Material: L Normal Weight Concrete ■ Light Weight Concrete ■ CMU • • Composite Deck Hole Cleaning: ■ Compressed Air 0 Hand Pump Other: Vacuumed No ORA Torque Wrench ID: 6047 Torque: 40 ft -lbs Drill Bit (ANSI B212.15): i4 Yes ■ Weather: Indoors Ambient Temperature: 68°F Reference Standard(s) Used: ICC ESR 3027 Comments Conforms X Does Not Conform Copies to: Client Engineer X Owner Contractor Architect X Building Dept. Others Technical Responsibility: RECEIVED CITY OF TUKWILA JUN 14 2011 PERMIT CENTER alter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) 2 ICM 3 AREA 1 „— 32 I. ...A//� Wa rao b.m go Win. �1IE �a,W. Fr1 Pr ro an e �n«6r SYSTfAI 3� A 2 ne.no Pude n RS/Or Oma. In 1 Cao Sara WPM or IselY 022 02“210 PA r.0.POI p :—Tay AYR - m O Ea 0 :>° 1 O O 0¢a2 _ :10-0 0 . :,I g w ° w 0 , ,.° 0 04 Y 1�. 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FREW% MILO SSW *4100180 STANDARD UOUPRONI,H10KLEIlACIE . 1,0" DRAWN BY ALAN MAHAFFIE c..2441gcnoN OR nil/ .egi C tAT R# ..._. MCKEE/SP CONTRACT wait RAINIER INDUSTRIES ,aaEwle 150 .a nmuc 20 C..n,R 4884 R w n:NRMUNATBIM@T. TOTAL SPRINKLERS I NOZZLES THIS SHEET CONTRACT NO: SR# 37370098 DATE: 12-2-2016 REv A. SlmplexGdnnell xc: 092010TH AVE S, SUITE 100, SEATTLE WA BBIW ,® —— RAINIER INDUSTRIES 18375 OLYMPIC AVE SOUTH �vewo.�al TUKWILA, WA 98188 WET SYSTEMS #4 8 #5 LATEST REV. OFSCCPTKW:IDRAN,RO NO SP -102 �1 4 ,(111,1/7 $YSIEM 5 AREA 1 ,M... Om. 34 .e/04' 10112-13 09•594044 60111SIISX Eta Rao LE 4420 orT ow was ..E ln) . �, H 2 1 g. .H. _ w =alt.' µ, H o H G .� 14 H ° b I _KA 0 0 H H ; V E �, • U kO o O O j O SYSTEM #5 5. ARFA 92 WT 149.13 09•59.9 110000001.0 00•1 woo GM 00.0 0.149 11•40 0/0 PS 00,641 011are• Sr/ Luna - P 6-0 SYSTEM #4 SYSTEM 4. 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BRASS 1,51 REALE SPRINKLERS / NOZZLES RFT 10 MK ASS HAMMY 51013.220 55.1 ERMOIEOWWWWWIt OFEAWN BY: ALAN MAHAFFIE SInrsplexGrinnell ./.104.59 DS20 10T14 AVE 5. MATE 100. SEATTLE WA 00103 293 SEEMED BY, CONTRA. WNW RAINIER INDUSTRIES 150 221220.44 4884 croao. 0044145/04200 SOB CONIDACT 1100 SR# 37370098 RAINIER INDUSTRIES 18375 OLYMPIC AVE SOUTH TUKWILA, WA 98188 WET SYSTEMS 44 Es 45 TOTAL SPRINKLERS / NOZZLES THIS SHEET 12-2-2016 ARV. SI DRAWING NO. HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Combustible Reviewing Authorities: ste 100 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 062011 .3 Occupanc SYSTEM DESIGN. City of Tukwila WILDING DIVIcI0N Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 1.0 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY 38 Flowing Outlets GPM Required: 2703.8 PSI Required: 96.1 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Site Source of Information: City of Tukwila Water Dept. Notes: Wet System is capable of providing a minimum density of 1.0/2000 RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER P WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER brs7EME Alan Mahaffie 8788-0105-C Level 3 SimplexGrinnell, L.P. S IMPL L`988BG N CORRECTION LTR# SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 106.5 2703.8 96.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2703.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2203.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 27.5 K= 8.00 49.9 56.5 2 27.5 K= 8.00 50.7 57.0 3 27.5 K= 8.00 53.9 58.8 4 27.5 K= 8.00 49.0 56.0 5 27.5 K= 8.00 49.7 56.4 6 27.5 K= 8.00 52.8 58.1 7 27.5 K= 8.00 50.4 56.8 8 27.5 K= 8.00 51.3 57.3 9 27.5 K= 8.00 54.5 59.1 10 27.5 K= 8.00 51.2 57.2 11 27.5 K= 8.00 52.1 57.7 12 27.5 K= 8.00 55.4 59.5 13 27.6 K= 8.00 51.3 57.3 14 27.6 K= 8.00 52.2 57.8 15 27.6 K= 8.00 55.5 59.6 16 27.6 K= 8.00 50.4 56.8 17 27.6 K= 8.00 51.1 57.2 18 27.6 K= 8.00 54.3 59.0 19 27.7 K= 8.00 50.3 56.7 20 27.7 K= 8.00 51.2 57.2 21 27.7 K= 8.00 54.4 59.0 22 27.7 K= 8.00 51.1 57.2 23 27.7 K= 8.00 52.0 57.7 24 27.7 K= 8.00 55.3 59.5 25 27.8 K= 8.00 51.2 57.2 26 27.8 K= 8.00 52.1 57.7 27 27.8 K= 8.00 55.4 59.5 28 27.8 K= 8.00 50.3 56.8 29 27.8 K= 8.00 51.0 57.1 30 27.8 K= 8.00 54.2 58.9 31 27.8 K= 8.00 50.2 56.7 32 27.8 K= 8.00 51.1 57.2 33 27.8 K= 8.00 54.4 59.0 34 27.8 K= 8.00 51.0 57.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEMSAl.SDF JOB TITLE: Rainier Industries, System 5, Area #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27.8 K= 8.00 51.9 57.6 36 27.8 K= 8.00 55.2 59.4 37 27.9 K= 8.00 60.2 62.1 38 27.9 K= 8.00 60.0 62.0 A 24.0 - - - - 62.7 - - - Al 27.5 56.9 B 24.0 62.7 B1 27.5 58.6 C 24.0 62.7 Cl 27.6 58.6 D 24.0 62.7 D1 27.7 58.5 E 24.0 62.7 El 27.8 58.5 F 24.0 62.7 Fl 27.8 58.4 G 24.0 62.7 G1 27.9 60.6 H 24.0 64.1 J 24.0 64.1 K 24.0 64.1 L 24.0 64.2 M 24.0 64.2 N 24.0 64.3 P 24.0 64.3 Q 24.0 65.2 R 24.0 63.9 S 24.0 63.9 T 24.0 63.2 TOR 24.0 68.3 BOR 3.0 81.0 UG 1.0 83.5 UG1 0.0 85.3 BF1 0.0 85.5 BF2 0.0 - - - - 95.5 - - - CITY 0.0 SOURCE 96.1 2203.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -56.5 1.610 PL 8.00 PF 0.9 1 27.5 8.0 49.9 56.5 8.9 120 FTG ---- PE 0.0 2 27.5 8.0 50.7 57.0 0.110 TL 8.00 PV Pipe: 2 -113.5 1.610 PL 8.00 PF 3.2 2 27.5 8.0 50.7 57.0 17.9 120 FTG ---- PE 0.0 3 27.5 8.0 53.9 58.8 0.401 TL 8.00 PV 3 Al Pipe: 3 -172.2 2.067 PL 1.62 PF 3.0 27.5 8.0 53.9 58.8 16.5 120 FTG T PE 0.0 27.5 0.0 56.9 0.0 0.257 TL 11.62 PV Pipe: 4 -56.0 1.610 PL 6.00 PF 0.7 4 27.5 8.0 49.0 56.0 8.8 120 FTG ---- PE 0.0 5 27.5 8.0 49.7 56.4 0.109 TL 6.00 PV Pipe: 5 -112.4 1.610 PL 8.00 PF 3.1 5 27.5 8.0 49.7 56.4 17.7 120 FTG ---- PE 0.0 6 27.5 8.0 52.8 58.1 0.394 TL 8.00 PV Pipe: 6 -170.5 2.067 PL 6.38 PF 4.1 6 27.5 8.0 52.8 58.1 16.3 120 FTG T PE 0.0 Al 27.5 0.0 56.9 0.0 0.252 TL 16.38 PV Pipe: 7 -56.8 1.610 PL 8.00 PF 0.9 7 27.5 8.0 50.4 56.8 9.0 120 FTG ---- PE 0.0 8 27.5 8.0 51.3 57.3 0.111 TL 8.00 PV Pipe: 8 -114.1 1.610 PL 8.00 PF 3.2 8 27.5 8.0 51.3 57.3 18.0 120 FTG ---- PE 0.0 9 27.5 8.0 54.5 59.1 0.405 TL 8.00 PV Pipe: 9 -173.2 2.067 PL 5.71 PF 4.1 9 27.5 8.0 54.5 59.1 16.6 120 FTG T PE 0.0 B1 27.5 0.0 58.6 0.0 0.260 TL 15.71 PV Pipe: 10 -57.2 1.610 PL 8.00 PF 0.9 10 27.5 8.0 51.2 57.2 9.0 120 FTG ---- PE 0.0 11 27.5 8.0 52.1 57.7 0.113 TL 8.00 PV 11 12 Pipe: 11 -115.0 1.610 PL 8.00 PF 3.3 27.5 8.0 52.1 57.7 18.1 120 FTG ---- PE 0.0 27.5 8.0 55.4 59.5 0.411 TL 8.00 PV Pipe: 12 -174.5 2.067 PL 2.33 PF 3.2 12 27.5 8.0 55.4 59.5 16.7 120 FTG T PE 0.0 B1 27.5 0.0 58.6 0.0 0.263 TL 12.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -57.3 1.610 PL 8.00 PF 0.9 13 27.6 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 14 27.6 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 14 -115.1 1.610 PL 8.00 PF 3.3 14 27.6 8.0 52.2 57.8 18.1 120 FTG ---- PE 0.0 15 27.6 8.0 55.5 59.6 0.411 TL 8.00 PV Pipe: 15 -174.7 2.067 PL 1.71 PF 3.1 15 27.6 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 Cl 27.6 0.0 58.6 0.0 0.264 TL 11.71 PV Pipe: 16 -56.8 1.610 PL 6.00 PF 0.7 16 27.6 8.0 50.4 56.8 9.0 120 FTG ---- PE 0.0 17 27.6 8.0 51.1 57.2 0.111 TL 6.00 PV Pipe: 17 -114.0 1.610 PL 8.00 PF 3.2 17 27.6 8.0 51.1 57.2 18.0 120 FTG ---- PE 0.0 18 27.6 8.0 54.3 59.0 0.404 TL 8.00 PV Pipe: 18 -173.0 2.067 PL 6.33 PF 4.2 18 27.6 8.0 54.3 59.0 16.5 120 FTG T PE 0.0 Cl 27.6 0.0 58.6 0.0 0.259 TL 16.33 PV Pipe: 19 -56.7 1.610 PL 8.00 PF 0.9 19 27.7 8.0 50.3 56.7 8.9 120 FTG ---- PE 0.0 20 27.7 8.0 51.2 57.2 0.111 TL 8.00 PV Pipe: 20 -114.0 1.610 PL 8.00 PF 3.2 20 27.7 8.0 51.2 57.2 18.0 120 FTG ---- PE 0.0 21 27.7 8.0 54.4 59.0 0.404 TL 8.00 PV Pipe: 21 -173.0 2.067 PL 5.71 PF 4.1 21 27.7 8.0 54.4 59.0 16.5 120 FTG T PE 0.0 D1 27.7 0.0 58.5 0.0 0.259 TL 15.71 PV Pipe: 22 -57.2 1.610 PL 8.00 PF 0.9 22 27.7 8.0 51.1 57.2 9.0 120 FTG ---- PE 0.0 23 27.7 8.0 52.0 57.7 0.113 TL 8.00 PV Pipe: 23 -114.9 1.610 PL 8.00 PF 3.3 23 27.7 8.0 52.0 57.7 18.1 120 FTG ---- PE 0.0 24 27.7 8.0 55.3 59.5 0.410 TL 8.00 PV Pipe: 24 -174.3 2.067 PL 2.33 PF 3.2 24 27.7 8.0 55.3 59.5 16.7 120 FTG T PE 0.0 Dl 27.7 0.0 58.5 0.0 0.263 TL 12.33 PV Pipe: 25 -57.2 1.610 PL 8.00 PF 0.9 25 27.8 8.0 51.2 57.2 9.0 120 FTG ---- PE 0.0 26 27.8 8.0 52.1 57.7 0.113 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 PIPE TAG. Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -115.0 1.610 PL 8.00 PF 3.3 26 27.8 8.0 52.1 57.7 18.1 120 FTG ---- PE 0.0 27 27.8 8.0 55.4 59.5 0.411 TL 8.00 PV Pipe: 27 -174.5 2.067 PL 1.71 PF 3.1 27 27.8 8.0 55.4 59.5 16.7 120 FTG T PE 0.0 El 27.8 0.0 58.5 0.0 0.263 TL 11.71 PV Pipe: 28 -56.8 1.610 PL 6.00 PF 0.7 28 27.8 8.0 50.3 56.8 8.9 120 FTG ---- PE 0.0 29 27.8 8.0 51.0 57.1 0.111 TL 6.00 PV Pipe: 29 -113.9 1.610 PL 8.00 PF 3.2 29 27.8 8.0 51.0 57.1 17.9 120 FTG ---- PE 0.0 30 27.8 8.0 54.2 58.9 0.404 TL 8.00 PV 30 El Pipe: 30 -172.8 2.067 PL 6.33 PF 4.2 27.8 8.0 54.2 58.9 16.5 120 FTG T PE 0.0 27.8 0.0 58.5 0.0 0.258 TL 16.33 PV Pipe: 31 -56.7 1.610 PL 8.00 PF 0.9 31 27.8 8.0 50.2 56.7 8.9 120 FTG ---- PE 0.0 32 27.8 8.0 51.1 57.2 0.111 TL 8.00 PV Pipe: 32 -113.9 1.610 PL 8.00 PF 3.2 32 27.8 8.0 51.1 57.2 18.0 120 FTG ---- PE 0.0 33 27.8 8.0 54.4 59.0 0.404 TL 8.00 PV 33 Fl Pipe: 33 -172.9 2.067 PL 5.71 PF 4.1 27.8 8.0 54.4 59.0 16.5 120 FTG T PE 0.0 27.8 0.0 58.4 0.0 0.259 TL 15.71 PV Pipe: 34 -57.1 1.610 PL 8.00 PF 0.9 34 27.8 8.0 51.0 57.1 9.0 120 FTG ---- PE 0.0 35 27.8 8.0 51.9 57.6 0.113 TL 8.00 PV Pipe: 35 -114.8 1.610 PL 8.00 PF 3.3 35 27.8 8.0 51.9 57.6 18.1 120 FTG ---- PE 0.0 36 27.8 8.0 55.2 59.4 0.409 TL 8.00 PV Pipe: 36 -174.2 2.067 PL 2.33 PF 3.2 36 27.8 8.0 55.2 59.4 16.7 120 FTG T PE 0.0 Fl 27.8 0.0 58.4 0.0 0.262 TL 12.33 PV Pipe: 37 -62.1 2.067 PL 1.71 PF 0.5 37 27.9 8.0 60.2 62.1 5.9 120 FTG T PE 0.0 G1 27.9 0.0 60.6 0.0 0.039 TL 11.71 PV Pipe: 38 -62.0 2.067 PL6.33 PF 0.6 38 27.9 8.0 60.0 62.0 5.9 120 FTG T PE 0.0 G1 27.9 0.0 60.6 0.0 0.039 TL 16.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -342.7 3.068 PL 9.71 PF 4.3 Al 27.5 0.0 56.9 0.0 14.9 120 FTG ET PE 1.5 A 24.0 0.0 62.7 0.0 0.134 TL 31.71 PV Pipe: 40 -347.7 3.068 PL 3.50 PF 2.5 Bl 27.5 0.0 58.6 0.0 15.1 120 FTG T PE 1.5 B 24.0 0.0 62.7 0.0 0.138 TL 18.50 PV Pipe: 41 -347.6 3.068 PL 3.58 PF 2.6 Cl 27.6 0.0 58.6 0.0 15.1 120 FTG T PE 1.6 C 24.0 0.0 62.7 0.0 0.138 TL 18.58 PV Pipe: 42 -347.3 3.068 PL 3.67 PF 2.6 D1 27.7 0.0 58.5 0.0 15.1 120 FTG T PE 1.6 D 24.0 0.0 62.7 0.0 0.137 TL 18.67 -PV Pipe: 43 -347.3 3.068 PL 3.75 PF 2.6 El 27.8 0.0 58.5 0.0 15.1 120 FTG T PE 1.6 E 24.0 0.0 62.7 0.0 0.137 TL 18.75 PV Pipe: 44 -347.1 3.068 PL 3.83 PF 2.6 Fl 27.8 0.0 58.4 0.0 15.1 120 FTG T PE 1.7 F 24.0 0.0 62.7 0.0 0.137 TL 18.83 PV Pipe: 45 -124.0 3.068 PL 3.92 PF 0.4 G1 27.9 0.0 60.6 0.0 5.4 120 FTG T PE 1.7 G 24.0 0.0 62.7 0.0 0.020 TL 18.92 PV Pipe: 46 974.4 7.981 PL 0.75 PF 0.0 A 24.0 0.0 62.7 0.0 6.2 120 FTG ---- PE 0.0 B 24.0 0.0 62.7 0.0 0.009 TL 0.75 PV Pipe: 47 626.7 7.981 PL 7.00 PF 0.0 B 24.0 0.0 62.7 0.0 4.0 120 FTG ---- PE 0.0 C 24.0 0.0 62.7 0.0 0.004 TL 7.00 PV Pipe: 48 279.1 7.981 PL 7.00 PF 0.0 C 24.0 0.0 62.7 0.0 1.8 120 FTG ---- PE 0.0 D 24.0 0.0 62.7 0.0 0.001 TL 7.00 PV Pipe: 49 -68.2 7.981 PL 7.00 PF 0.0 D 24.0 0.0 62.7 0.0 0.4 120 FTG ---- PE 0.0 E 24.0 0.0 62.7 0.0 0.000 TL 7.00 PV Pipe: 50 -415.6 7.981 PL 7.00 PF 0.0 E 24.0 0.0 62.7 0.0 2.7 120 FTG ---- PE 0.0 F 24.0 0.0 62.7 0.0 0.002 TL 7.00 PV Pipe: 51 -762.7 7.981 PL 7.00 PF 0.0 F 24.0 0.0 62.7 0.0 4.9 120 FTG ---- PE 0.0 G 24.0 0.0 62.7 0.0 0.006 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEMSAl.SDF JOB TITLE: Rainier Industries, System 5, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -886.7 7.981 PL 131.92 PF 1.2 G 24.0 0.0 62.7 0.0 5.7 120 FTG T PE 0.0 R 24.0 0.0 63.9 0.0 0.007 TL 166.92 PV Pipe: 53 -1317.1 7.981 PL 0.75 PF 0.5 A 24.0 0.0 62.7 0.0 8.4 120 FTG T PE 0.0 T 24.0 0.0 63.2 0.0 0.015 TL 35.75 PV Pipe: 54 -857.6 7.981 PL 46.25 PF 0.8 T 24.0 0.0 63.2 0.0 5.5 120 FTG 2T PE 0.0 H 24.0 0.0 64.1 0.0 0.007 TL 116.25 PV Pipe: 55 -857.6 7.981 PL 0.75 PF 0.0 H 24.0 0.0 64.1 0.0 5.5 120 FTG ---- PE 0.0 J 24.0 0.0 64.1 0.0 0.007 TL 0.75 PV Pipe: 56 -857.6 7.981 PL 7.00 PF 0.0 J 24.0 0.0 64.1 0.0 5.5 120 FTG ---- PE 0.0 K 24.0 0.0 64.1 0.0 0.007 TL 7.00 PV Pipe: 57 -857.6 7.981 PL 7.00 PF 0.0 K 24.0 0.0 64.1 0.0 5.5 120 FTG ---- PE 0.0 L 24.0 0.0 64.2 0.0 0.007 TL 7.00 PV Pipe: 58 -857.6 7.981 PL 7.00 PF 0.0 L 24.0 0.0 64.2 0.0 5.5 120 FTG ---- PE 0.0 M 24.0 0.0 64.2 0.0 0.007 TL 7.00 PV Pipe: 59 -857.6 7.981 PL 7.00 PF 0.0 M 24.0 0.0 64.2 0.0 5.5 120 FTG ---- PE 0.0 N 24.0 0.0 64.3 0.0 0.007 TL 7.00 PV Pipe: 60 -857.6 7.981 PL 7.00 PF 0.0 N 24.0 0.0 64.3 0.0 5.5 120 FTG ---- PE 0.0 P 24.0 0.0 64.3 0.0 0.007 TL 7.00 PV Pipe: 61 -857.6 7.981 PL 131.92 PF 0.9 P 24.0 0.0 64.3 0.0 5.5 120 FTG ---- PE 0.0 Q 24.0 0.0 65.2 0.0 0.007 TL 131.92 PV Pipe: 62 -459.5 7.981 PL 208.25 PF 0.6 T 24.0 0.0 63.2 0.0 2.9 120 FTG 2T PE 0.0 S 24.0 0.0 63.9 0.0 0.002 TL 278.25 PV Pipe: 63 -459.5 7.981 PL 39.75 PF 0.1 S 24.0 0.0 63.9 0.0 2.9 120 FTG ---- PE 0.0 R 24.0 0.0 63.9 0.0 0.002 TL 39.75 PV Pipe: 64 -1346.2 7.981 PL 44.75 PF 1.,3 R 24.0 0.0 63.9 0.0 8.6 120 FTG T PE 0.0 Q 24.0 0.0 65.2 0.0 0.016 TL 79.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -2203.8 7.981 PL 29.75 PF 3.1 Q 24.0 0.0 65.2 0.0 14.1 120 FTG TL PE 0.0 TOR 24.0 0.0 68.3 0.0 0.040 TL 77.75 PV Pipe: 66 -2203.8 7.981 PL 21.00 PF 3.6 TOR 24.0 0.0 68.3 0.0 14.1 120 FTG TGA PE 9.1 BOR 3.0 0.0 81.0 0.0 0.040 TL 91.00 PV Pipe: 67 -2203.8 7.981 PL 6.00 PF 1.6 BOR 3.0 0.0 81.0 0.0 14.1 120 FTG T PE 0.9 UG 1.0 0.0 83.5 0.0 0.040 TL 41.00 PV Pipe: 68 -2203.8 11.938 PL 186.00 PF 1.3 UG 1.0 0.0 83.5 0.0 6.3 140 FTG T2L PE 0.4 UG1 0.0 0.0 85.3 0.0 0.004 TL 313.68 PV Pipe: 69 -2203.8 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 85.3 0.0 6.3 140 FTG ---- PE 0.0 BF1 0.0 0.0 85.5 0.0 0.004 TL 50.00 PV Pipe: 70 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 95.5 0.0 10.0 psi, 2203.8 gpm BF1 0.0 0.0 85.5 0.0 Pipe: 71 -2203.8 11.938 PL 50.00 PF 0.6 BF2 0.0 0.0 95.5 0.0 6.3 140 FTG TG PE 0.0 CITY 0.0 SRCE 96.1 (N/A) 0.004 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.107 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.1 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 103.24 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkViv BfyVly GatVly AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 160.0 140.0 G A 120.0 U G E P R E S S 80.0 U R E 100.0 p S 1 60.0 40.0 20.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 100 1500 Note: 20'00 2500 3000 3500 FLOW (GPM) 1 2 tti LEGEND Available pressure 106.46 psi @ 2703.8 gpm Required pressure 96.09 psi @ 2703.8 gpm lA Avail. OnSite Demand Press. 106.46 psi @ 2203.8 gpm 2A Req. OnSite Demand Press. 96.09 psi @ 2203.8 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 40'00 :HZZIZ Har 03 H 03 'seT1gsnpul HaZxNI:IdS 3IZIIKEQAH SIS)ZWNY 4500 51'00 (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM5AI.SDF JOB TITLE: Rainier Industries, System 5, Area #1 WATER SUPPLY CURVE 156+ 1 143+\ I\ I \ I \ 130+ \ I \ I \ 1 117+ \ 1 I \ I \0 P104+ \ R I \ E 1 X\ S I \ S 91+ \ U 1 \ R I \ E 1 \ 78+ \ ( I \ P 1 \ S I \ 165+ \ ) I \ 1 1 52+ \ 1 I \ I \ 39+ \ 1 I \ i \ 26+ LEGEND \ " I \ " 1 X = Required Water Supply <-20.0 psi @ 4884 gpm 96.09 psi @ 2703.8 gpm Flow Test Point 13+ 1 0 = Available Water Supply " I 106.46 psi @ 2703.8 gpm 1 0++-+---+----+ + .+ + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Combustible Reviewing Authorities: System #5, Remote Area #2 Occupancy: SYSTEM DESIGN Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 1.0 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY 40 Flowing Outlets GPM Required: 2847.4 PSI Required: 98.7 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Site Source of Information: City of Tukwila Water Dept. Notes: Wet System is capable of providing a minimum density of 1.0/2000 P WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Alan l41ahaffie 6788-0105-C Level 3 SimplexGrinnell, L.P_ SIMPLL"988BG N trSlgnotura 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 102.1 2847.4 98.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2847.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2347.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 27.5 K= 8.00 49.0 56.0 52 27.5 K= 8.00 49.2 56.1 53 27.5 K= 8.00 50.1 56.6 54 27.5 K= 8.00 52.1 57.7 55 27.5 K= 8.00 51.6 57.4 56 27.5 K= 8.00 51.8 57.6 57 27.5 K= 8.00 52.7 58.1 58 27.5 K= 8.00 54.4 59.0 59 27.5 K= 8.00 54.7 59.2 60 27.5 K= 8.00 55.7 59.7 61 27.5 K= 8.00 55.2 59.4 62 27.5 K= 8.00 55.5 59.6 63 27.5 K= 8.00 56.5 60.2 64 27.6 K= 8.00 50.9 57.1 65 27.6 K= 8.00 51.1 57.2 66 27.6 K= 8.00 52.0 57.7 67 27.6 K= 8.00 54.1 58.8 68 27.6 K= 8.00 53.6 58.5 69 27.6 K= 8.00 53.8 58.7 70 27.6 K= 8.00 54.8 59.2 71 27.7 K= 8.00 54.3 59.0 72 27.7. K= 8.00 54.6 59.1 73 27.7 K= 8.00 55.6 59.7 74 27.7 K= 8.00 55.1 59.4 75 27.7 K= 8.00 55.4 59.5 76 27.7 K= 8.00 56.4 60.1 77 27.8 K= 8.00 50.8 57.0 78 27.8 K= 8.00 51.0 57.1 79 27.8 K= 8.00 52.0 57.7 80 27.8 K= 8.00 54.0 58.8 81 27.8 K= 8.00 53.5 58.5 82 27.8 K= 8.00 53.7 58.6 83 27.8 K= 8.00 54.7 59.2 84 27.8 K= 8.00 54.3 59.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 27.8 K= 8.00 54.6 59.1 86 27.8 K= 8.00 55.6 59.7 87 27.8 K= 8.00 55.1 59.4 88 27.8 K= 8.00 55.4 59.5 89 27.8 K= 8.00 56.4 60.1 90 27.9 K= 8.00 62.1 63.0 A 24.0 65.3 B 24.0 65.3 C 24.0 65.3 D 24.0 65.3 E 24.0 65.4 F 24.0 65.4 G 24.0 65.4 H 24.0 64.2 H1 27.5 57.0 J 24.0 64.2 Ji 27.5 60.0 K 24.0 64.2 K1 27.6 59.2 L 24.0 64.2 L1 27.7 59.9 M 24.0 64.2 M1 27.8 59.1 N 24.0 64.2 N1 27.8 59.9 P 24.0 64.4 P1 27.9 62.5 Q 24.0 66.6 R 24.0 65.9 S 24.0 65.8 T 24.0 65.2 TOR 24.0 70.0 BOR 3.0 83.2 UG 1.0 85.9 UG1 0.0 87.8 BF1 0.0 88.1 BF2 0.0 - - - - 98.1 - - - CITY 0.0 SOURCE 98.7 2347.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -56.0 2.067 PL 6.00 PF 0.2 51 27.5 8.0 49.0 56.0 5.4 120 FTG ---- PE 0.0 52 27.5 8.0 49.2 56.1 0.032 TL 6.00 PV Pipe: 2 -112.1 2.067 PL 8.00 PF 0.9 52 27.5 8.0 49.2 56.1 10.7 120 FTG ---- PE 0.0 53 27.5 8.0 50.1 56.6 0.116 TL 8.00 PV Pipe: 3 -168.7 2.067 PL 8.00 PF 2.0 53 27.5 8.0 50.1 56.6 16.1 120 FTG ---- PE 0.0 54 27.5 8.0 52.1 57.7 0.247 TL 8.00 PV Pipe:.4 -226.5 2.067 PL 1.50 PF 4.9 54 27.5 8.0 52.1 57.7 21.7 120 FTG T PE 0.0 Hi 27.5 0.0 57.0 0.0 0.426 TL 11.50 PV Pipe: 5 -57.4 2.067 PL 6.00 PF 0.2 55 27.5 8.0 51.6 57.4 5.5 120 FTG ---- PE 0.0 56 27.5 8.0 51.8 57.6 0.034 TL 6.00 PV Pipe: 6 -115.0 2.067 PL 8.00 PF 1.0 56 27.5 8.0 51.8 57.6 11.0 120 FTG ---- PE 0.0 57 27.5 8.0 .52.7 58.1 0.122 TL 8.00 PV Pipe: 7 -173.1 2.067 PL 6.50 PF 4.3 57 27.5 8.0 52.7 58.1 16.5 120 FTG T PE 0.0 Hi 27.5 0.0 57.0 0.0 0.259 TL 16.50 PV Pipe: 8 -59.0 2.067 PL 8.00 PF 0.3 58 27.5 8.0 54.4 59.0 5.6 120 FTG ---- PE 0.0 59 27.5 8.0 54.7 59.2 0.035 TL 8.00 PV Pipe: 9 -118.2 2.067 PL 8.00 PF 1.0 59 27.5 8.0 54.7 59.2 11.3 120 FTG ---- PE 0.0 60 27.5 8.0 55.7 59.7 0.128 TL 8.00 PV 60 J1 Pipe: 10 -177.9 2.067 PL 5.58 PF 4.2 27.5 8.0 55.7 59.7 17.0 120 FTG T PE 0.0 27.5 0.0 60.0 0.0 0.273 TL 15.58 PV Pipe: 11 -59.4 2.067 PL 8.00 PF 0.3 61 27.5 8.0 55.2 59.4 5.7 120 FTG ---- PE 0.0 62 27.5 8.0 55.5 59.6 0.036 TL 8.00 PV Pipe: 12 -119.0 2.067 PL 8.00 PF 1.0 62 27.5 8.0 55.5 59.6 11.4 120 FTG ---- PE 0.0 63 27.5 8.0 56.5 60.2 0.130 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -179.2 2.067 PL 2.46 PF 3.4 63 27.5 8.0 56.5 60.2 17.1 120 FTG T PE 0.0 J1 27.5 0.0 60.0 0.0 0.276 TL 12.46 PV Pipe: 14 -57.1 2.067 PL 6.00 PF 0.2 64 27.6 8.0 50.9 57.1 5.5 120 FTG ---- PE 0.0 65 27.6 8.0 51.1 57.2 0.033 TL 6.00 PV Pipe: 15 -114.2 2.067 PL 8.00 PF 1.0 65 27.6 8.0 51.1 57.2 10.9 120 FTG ---- PE 0.0 66 27.6 8.0 52.0 57.7 0.120 TL 8.00 PV Pipe: 16 -171.9 2.067 PL 8.00 PF 2.0 66 27.6 8.0 52.0 57.7 16.4 120 FTG ---- PE 0.0 67 27.6 8.0 54.1 58.8 0.256 TL 8.00 PV Pipe: 17 -230.8 2.067 PL 1.58 PF 5.1 67 27.6 8.0 54.1 58.8 22.1 120 FTG T PE 0.0 K1 27.6 0.0 59.2 0.0 0.441 TL 11.58 PV Pipe: 18 -58.5 2.067 PL 6.00 PF 0.2 68 27.6 8.0 53.6 58.5 5.6 120 FTG ---- PE 0.0 69 27.6 8.0 53.8 58.7 0.035 TL 6.00 PV Pipe: 19 -117.2 2.067 PL 8.00 PF 1.0 69 27.6 8.0 53.8 58.7 11.2 120 FTG ---- PE 0.0 70 27.6 8.0 54.8 59.2 0.126 TL 8.00 PV Pipe: 20 -176.4 2.067 PL 6.46 PF 4.4 70 27.6 8.0 54.8 59.2 16.9 120 FTG T PE 0.0 El 27.6 0.0 59.2 0.0 0.268 TL 16.46 PV Pipe: 21 -59.0 2.067 PL 8.00 PF 0.3 71 27.7 8.0 54.3 59.0 5.6 120 FTG ---- PE 0.0 72 27.7 8.0 54.6 59.1 0.035 TL 8.00 PV Pipe: 22 -118.1 2.067 PL 8.00 PF 1.0 72 27.7 8.0 54.6 59.1 11.3 120 FTG ---- PE 0.0 73 27.7 8.0 55.6 59.7 0.128 TL 8.00 PV 73 L1 Pipe: 23 -177.8 2.067 PL 5.58 PF 4.2 27.7 8.0 55.6 59.7 17.0 120 FTG T PE 0.0 27.7 0.0 59.9 0.0 0.272 TL 15.58 PV Pipe: 24 -59.4 2.067 PL 8.00 PF 0.3 74 27.7 8.0 55.1 59.4 5.7 120 FTG ---- PE 0.0 75 27.7 8.0 55.4 59.5 0.036 TL 8.00 PV Pipe: 25 -118.9 2.067 PL 8.00 PF 1.0 75 27.7 8.0 55.4 59.5 11.4 120 FTG ---- PE 0.0 76 27.7 8.0 56.4 60.1 0.129 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -179.0 2.067 PL 2.46 PF 3.4 76 27.7 8.0 56.4 60.1 17.1 120 FTG T PE 0.0 L1 27.7 0.0 59.9 0.0 0.276 TL 12.46 PV Pipe: 27 -57.0 2.067 PL 6.00 PF 0.2 77 27.8 8.0 50.8 57.0 5.5 120 FTG ---- PE 0.0 78 27.8 8.0 51.0 57.1 0.033 TL 6.00 PV Pipe: 28 -114.2 2.067 PL 8.00 PF 1.0 78 27.8 8.0 51.0 57.1 10.9 120 FTG ---- PE 0.0 79 27.8 8.0 52.0 57.7 0.120 TL 8.00 PV Pipe: 29 -171.8 2.067 PL 8.00 PF 2.0 79 27.8 8.0 52.0 57.7 16.4 120 FTG ---- PE 0.0 80 27.8 8.0 54.0 .58.8 0.256 TL 8.00 PV 80 M1 Pipe: 30 -230.6 2.067 PL 1.58 PF 5 27.8 8.0 54.0 58.8 22.0 120 FTG T PE 0.0 27.8 0.0 59.1 0.0 0.441 TL 11.58 PV Pipe: 31 -58.5 2.067 PL 6.00 PF 0.2 81 27.8 8.0 53.5 58.5 5.6 120 FTG ---- PE 0.0 82 27.8 8.0 53.7 58.6 0.035 TL 6.00 PV Pipe: 32 -117.1 -2.067 PL 8.00 PF 1.0 82 27.8 8.0 53.7 58.6 11.2 120 FTG ---- PE 0.0 83 27.8 8.0 54.7 59.2 0.126 TL 8.00 PV Pipe: 33 -176.3 2.067 PL 6.46 PF 4.4 83 27.8 8.0 54.7 59.2 16.9 120 FTG T PE 0.0 M1 27.8 0.0 59.1 0.0 0.268 TL 16.46 PV Pipe: 34 -59.0 2.067 PL 8.00 PF 0.3 84 27.8 8.0 54.3 59.0 5.6 120 FTG ---- PE 0.0 85 27.8 8.0 54.6 59.1 0.035 TL 8.00 PV Pipe: 35 -118.1 2.067 PL 8.00 PF 1.0 85 27.8 8.0 54.6 59.1 11.3 120 FTG ---- PE 0.0 86 27.8 8.0 55.6 59.7 0.128 TL 8.00 PV 86 N1 Pipe: 36 -177.7 2.067 PL 5.58 PF 4.2 27.8 8.0 55.6 59.7 17.0 120 FTG T PE 0.0 27.8 0.0 59.9 0.0 0.272 TL 15.58 PV Pipe: 37 -59.4 2.067 PL 8.00 PF 0.3 87 27.8 8.0 55.1 59.4 5.7 120 FTG ---- PE 0.0 88 27.8 8.0 55.4 59.5 0.036 TL 8.00 PV Pipe: 38 -118.9 2.067 PL 8.00 PF 1.0 88 27.8 8.0 55.4 59.5 11.4 120 FTG ---- PE 0.0 89 27.8 8.0 56.4 60.1 0.129 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -179.0 2.067 PL 2.46 PF 3.4 89 27.8 8.0 56.4 60.1 17.1 120 FTG T PE 0.0 N1 27.8 0.0 59.9 0.0 0.276 TL 12.46 PV 90 P1 Pipe: 40 -63.0 2.067 PL 1.58 PF 0.5 27.9 8.0 62.1 63.0 6.0 120 FTG T PE 0.0 27.9 0.0 62.5 0.0 0.040 TL 11.58 PV Pipe: 41 -399.6 3.068 PL 9.75 PF 5.7 H1 27.5 0.0 57.0 0.0 17.3 120 FTG ET PE 1.5 H 24.0 0.0 64.2 0.0 0.178 TL 31.75 PV Pipe: 42 -357.1 3.068 PL 3.50 PF 2.7 Ji 27.5 0.0 60.0 0.0 15.5 120 FTG T PE 1.5 J 24.0 0.0 64.2 0.0 0.145 TL 18.50 PV Pipe: 43 -407.2 3.068 PL 3.58 PF 3.4 K1 27.6 0.0 59.2 0.0 17.7 120 FTG T PE 1 K 24.0 0.0 64.2 0.0 0.184 TL 18.58 PV Pipe: 44 -356.8 3.068 PL 3.67 PF 2.7 L1 27.7 0.0 59.9 0.0 15.5 120 FTG T PE 1.6 L 24.0 0.0 64.2 0.0 0.144 TL 18.67 PV Pipe: 45 -406.9 3.068 PL 3.75 PF 3.5 M1 27.8 0.0 59.1 0.0 17.7 120 FTG T PE 1.6 M 24.0 0.0 64.2 0.0 0.184 TL 18.75 PV Pipe: 46 -356.8 3.068 PL 3.83 PF 2.7 N1 27.8 0.0 59.9 0.0 15.5 120 FTG T PE 1.7 N 24.0 0.0 64.2 0.0 0.144 TL 18.83 PV Pipe: 47 -63.0 3.068 PL 3.92 PF 0.1 P1 27.9 0.0 62.5 0.0 2.7 120 FTG T PE 1.7 P 24.0 0.0 64.4 0.0 0.006 TL 18.92 PV Pipe: 48 -523.7 7.981 PL 0.75 PF 0.0 A 24.0 0.0 65.3 0.0 3.4 120 FTG ---- PE 0.0 B 24.0 0.0 65.3 0.0 0.003 TL 0.75 PV Pipe: 49 -523.7 7.981 PL 7.00 PF 0.0 B 24.0 0.0 65.3 0.0 3.4 120 FTG ---- PE 0.0 C 24.0 0.0 65.3 0.0 0.003 TL 7.00 PV Pipe: 50 -523.7 7.981 PL 7.00 PF 0.0 C 24.0 0.0 65.3 0.0 3.4 120 FTG ---- PE 0.0 D 24.0 0.0 65.3 0.0 0.003 TL 7.00 PV Pipe: 51 -523.7 7.981 PL 7.00 PF 0.0 D 24.0 0.0 65.3 0.0 3.4 120 FTG ---- PE 0.0 E 24.0 0.0 65.4 0.0 0.003 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -523.7 7.981 PL 7.00 PF 0.0 E 24.0 0.0 65.4 0.0 3.4 120 FTG ---- PE 0.0 F 24.0 0.0 65.4 0.0 0.003 TL 7.00 PV Pipe: 53 -523.7 7.981 PL 7.00 PF 0.0 F 24.0 0.0 65.4 0.0 3.4 120 FTG ---- PE 0.0 G 24.0 0.0 65.4 0.0 0.003 TL 7.00 PV Pipe: 54 -523.7 7.981 PL 131.92 PF 0.5 G 24.0 0.0 65.4 0.0 3.4 120 FTG T PE 0.0 R 24.0 0.0 65.9 0.0 0.003 TL 166.92 PV Pipe: 55 523.7 7.981 PL 0.75 PF 0.1 A 24.0 0.0 65.3 0.0 3.4 120 FTG T PE 0.0 T 24.0 0.0 65.2 0.0 0.003 TL 35.75 PV Pipe: 56 971.8 7.981 PL 46.25 PF 1.0 T 24.0 0.0 65.2 0.0 6.2 120 FTG 2T PE 0.0 H 24.0 0.0 64.2 0.0 0.009 TL 116.25 PV Pipe: 57 572.3 7.981 PL 0.75 PF 0.0 H 24.0 0.0 64.2 0.0 3.7 120 FTG ---- PE 0.0 J 24.0 0.0 64.2 0.0 0.003 TL 0.75 PV Pipe: 58 215.2 7.981 PL 7.00 PF 0.0 J 24.0 0.0 64.2 0.0 1.4 120 FTG ---- PE 0.0 K 24.0 0.0 64.2 0.0 0.001 TL 7.00 PV Pipe: 59 -192.0 7.981 PL 7.00 PF 0.0 K 24.0 0.0 64.2 0.0 1.2 120 FTG ---- PE 0.0 L 24.0 0.0 64.2 0.0 0.000 TL 7.00 PV Pipe: 60 -548.8 7.981 PL 7.00 PF 0.0 L 24.0 0.0 64.2 0.0 3.5 120 FTG ---- PE 0.0 M 24.0 0.0 64.2 0.0 0.003 TL 7.00 PV Pipe: 61 -955.7 7.981 PL 7.00 PF 0.1 M 24.0 0.0 64.2 0.0 6.1 120 FTG ---- PE 0.0 N 24.0 0.0 64.2 0.0 0.008 TL 7.00 PV Pipe: 62 -1312.5 7.981 PL 7.00 PF 0.1 N 24.0 0.0 64.2 0.0 8.4 120 FTG ---- PE 0.0 P 24.0 0.0 64.4 0.0 0.015 TL 7.00 PV Pipe: 63 -1375.6 7.981 PL 131.92 PF 2.2 P 24.0 0.0 64.4 0.0 8.8 120 FTG ---- PE 0.0 Q 24.0 0.0 66.6 0.0 0.017 TL 131.92 PV Pipe: 64 -448.2 7.981 PL 208.25 PF 0.6 T 24.0 0.0 65.2 0.0 2.9 120 FTG 2T PE 0.0 S 24.0 0.0 65.8 0.0 0.002 TL 278.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -448.2 7.981 PL 39.75 PF 0.1 S 24.0 0.0 65.8 0.0 2.9 120 FTG ---- PE 0.0 R 24.0 0.0 65.9 0.0 0.002 TL 39.75 PV Pipe: 66 -971.8 7.981 PL 44.75 PF 0.7 R 24.0 0.0 65.9 0.0 6.2 120 FTG T PE 0.0 Q 24.0 0.0 66.6 0.0 0.009 TL 79.75 PV Pipe: 67 -2347.4 7.981 PL 29.75 PF 3.5 Q 24.0 0.0 66.6 0.0 15.1 120 FTG TL PE 0.,0 TOR 24.0 0.0 70.0 0.0 0.045 TL 77.75 PV Pipe: 68 -2347.4 7.981 PL 21.00 PF 4.1 TOR 24.0 0.0 70.0 0.0 15.1 120 FTG TGA PE 9.1 BOR 3.0 0.0 83.2 0.0 0.045 TL 91.00 PV Pipe: 69 -2347.4 7.981 PL 6.00 PF 1.8 BOR 3.0 0.0 83.2 0.0 15.1 120 FTG T PE 0.9 UG 1.0 0.0 85.9 0.0 0.045 TL 41.00 PV Pipe: 70 -2347.4 11.938 PL 186.00 PF 1.5 UG 1.0 0.0 85.9 0.0 6.7 140 FTG T2L PE 0.4 UG1 0.0 0.0 87.8 0.0 0.005 TL 313.68 PV Pipe: 71 -2347.4 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 87.8 0.0 6.7 140 FTG ---- PE 0.0 BF1 0.0 0.0 88.1 0.0 0.005 TL 50.00 PV Pipe: 72 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 98.1 0.0 10.0 psi, 2347.4 gpm BF1 0.0 0.0 88.1 0.0 Pipe: 73 -2347.4 11.938 PL 50.00 PF 0.7 BF2 0.0 0.0 98.1 0.0 6.7 140 FTG TG PE 0.0 CITY 0.0 SRCE 98.7 (N/A) 0.005 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.162 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.1 ft/sec at pipe 17. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 100.99 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 WATER SUPPLY ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 160.0 0.0 -14.7 2 1A LEGEND Available pressure 102.09 psi @ 2847.4 gpm Required pressure 98.72 psi @ 2847.4 gpm Avail. OnSite Demand Press 102.09 psi @ 2347.4 gpm 2A 11 Req. OnSite Demand Press. 98.72 psi @ 2347.4 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 1'00 15.00 2d00 2500 3400 3500 4 0 4500 5 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source zaTUTPE :T1111 eof 'seTagsnpul ETZINIidS SIS.AZKNV OIZnV2IGXH 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM5A2.SDF JOB TITLE: Rainier Industries, System 5, Area #2 WATER SUPPLY CURVE 156+ * 143+\ I\ I \ I \ 130+ \ \ I \ I \ 117+ I \ I \ P104+ R E I S I S 91+ U I R I E 78+ 52+ 39+ 26+ 13+ 16002400 3200 LEGEND \ X = Required 98.72 psi 0 = Available 102.09 psi \ Water Supply <-20.0 psi @ 4884 gpm @ 2847.4 gpm Flow Test Point VI Water Supply @ 2847.4 gpm + + VI 4000 4800 5600 6400 FLOW (GPM) 7200 8000 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan ahaffi9 r"."'ai Calculated By: Simpl GTinne l' J Construction: Combustible Occ Reviewing Authorities: System #4, Remote Area #1 SYSTEM DESIGN. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 pancy: City of Tukwila. BUILDING DIVIbION Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 0.965 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY GPM Required: 2672.5 39 Flowing Outlets PSI Required: 102.6 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Site Source of Information: City of Tukwila Water Dept. Notes: Wet System is capable of providing a minimum density of 0.965/2000 RECEIVED CITY OF TUKWILA. DEC 2 8 2016 PERMIT CENTER I. TATE cER FICAA ICE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Alan Mahaffie 6788-0105-C Level 3 SimplexGrinnell, LP_ SIfMPLL*9888G Slgneturg CORRECTION LT R# Delo-ovo(a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4Al.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 107.4 2672.5 102.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2672.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2172.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 27.5 K= 8.00 45.8 54.2 2 27.5 K= 8.00 46.7 54.6 3 27.5 K= 8.00 47.5 55.2 4 27.5 K= 8.00 49.4 56.2 5 27.5 K= 8.00 46.2 54.4 6 27.5 K= 8.00 47.5 55.2 7 27.5 K= 8.00 50.5 56.9 8 27.5 K= 8.00 47.0 54.8 9 27.5 K= 8.00 48.7 55.9 10 27.5 K= 8.00 51.8 57.6 11 27.5 K= 8.00 47.9 55.4 12 27.5 K= 8.00 49.7 56.4 13 27.5 K= 8.00 52.8 58.1 14 27.5 K= 8.00 45.6 54.0 15 27.5 K= 8.00 46.4 54.5 16 27.5 K= 8.00 47.3 55.0 17 27.5 K= 8.00 49.2 56.1 18 27.5 K= 8.00 46.0 54.3 19 27.5 K= 8.00 47.3 55.0 20 27.5 K= 8.00 50.3 56.7 21 27.5 K= 8.00 46.9 54.8 22 27.5 K= 8.00 48.7 55.8 23 27.5 K= 8.00 51.7 57.5 24 27.5 K= 8.00 47.8 55.3 25 27.5 K= 8.00 49.6 56.4 26 27.5 K= 8.00 52.8 58.1 27 27.5 K= 8.00 45.6 54.0 28 27.5 K= 8.00 46.4 54.5 29 27.5 K= 8.00 47.3 55.0 30 27.5 K= 8.00 49.2 56.1 31 27.5 K= 8.00 46.0 54.3 32 27.5 K= 8.00 47.3 55.0 33 27.5 K= 8.00 50.3 56.7 34 27.5 K= 8.00 47.0 54.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27.5 K= 8.00 48.7 55.9 36 27.5 K= 8.00 51.8 57.6 37 27.5 K= 8.00 47.9 55.4 38 27.5 K= 8.00 49.7 56.4 39 27.5 K= 8.00 52.8 58.2 A 24.0 63.3 - - - Al 27.5 54.4 B 24.0 - - - - 63.2 B1 27.5 - - - - 55.8 C 24.0 - - - - 63.1 Cl 27.5 54.1 D 24.0 63.1 D1 27.5 55.7 E 24.0 63.1 El 27.5 54.1 - - - F 24.0 63.2 Fl 27.5 55.8 G 24.0 68.4 H 24.0 67.9 J 24.0 68.1 K 24.0 68.2 L 24.0 68.2 M 24.0 68.3 N 24.0 68.4 P 24.0 68.4 Q 24.0 68.5 R 24.0 69.9 S 24.0 69.6 - - - T 24.0 72.2 U 24.0 70.8 ✓ 24.0 74.8 W 24.0 74.5 TOR 24.0 76.5 BOR 3.0 89.1 UG 1.0 90.1 UG1 0.0 91.8 BF1 0.0 92.0 BF2 0.0 - - - - 102.0 - - - CITY 0.0 SOURCE 102.6 2172.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4Al.SDF JOB TITLE: Rainier Industries, System 4, Area#1, Density 0.965 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -54.2 1.610 PL 8.00 PF 0.8 1 27.5 8.0 45.8 54.2 8.5 120 FTG ---- PE 0.0 2 27.5 8.0 46.7 54.6 0.102 TL 8.00 PV Pipe: 2 -108.8 2.067 PL 8.00 PF 0.9 2 27.5 8.0 46.7 54.6 10.4 120 FTG ---- PE 0.0 3 27.5 8.0 47.5 55.2 0.110 TL 8.00 PV Pipe: 3 -164.0 2.067 PL 8.00 PF 1.9 3 27.5 8.0 47.5 55.2 15.7 120 FTG ---- PE 0.0 4 27.5 8.0 49.4 56.2 0.235 TL 8.00 PV Pipe: 4 -220.2 2.067 PL 2.21 PF 4.9 4 27.5 8.0 49.4 56.2 21.1 120 FTG T PE 0.0 Al 27.5 0.0 54.4 0.0 0.405 TL 12.21 PV Pipe: 5 -54.4 1.380 PL 6.00 PF 1.3 5 27.5 8.0 46.2 54.4 11.7 120 FTG ---- PE 0.0 6 27.5 8.0 47.5 55.2 0.218 TL 6.00 PV Pipe: 6 -109.5 1.610 PL 8.00 PF 3.0 6 27.5 8.0 47.5 55.2 17.3 120 FTG ---- PE 0.0 7 27.5 8.0 50.5 56.9 0.376 TL 8.00 PV Pipe: 7 -166.4 2.067 PL 5.83 PF 3..8 7 27.5 8.0 50.5 56.9 15.9 120 FTG T PE 0.0 Al 27.5 0.0 54.4 0.0 0.241 TL 15.83 PV Pipe: 8 -54.8 1.380 PL 8.00 PF 1.8 8 27.5 8.0 47.0 54.8 11.8 120 FTG ---- PE 0.0 9 27.5 8.0 48.7 55.9 0.221 TL 8.00 PV Pipe: 9 -110.7 1.610 PL 8.00 PF 3.1 9 27.5 8.0 48.7 55.9 17.4 120 FTG ---- PE 0.0 10 27.5 8.0 51.8 57.6 0.383 TL 8.00 PV Pipe: 10 -168.3 2.067 PL 6.21 PF 4.0 10 27.5 8.0 51.8 57.6 16.1 120 FTG T PE 0.0 B1 27.5 0.0 55.8 0.0 0.246 TL 16.21 PV Pipe: 11 -55.4 1.380 PL 8.00 PF 1.8 11 27.5 8.0 47.9 55.4 11.9 120 FTG ---- PE 0.0 12 27.5 8.0 49.7 56.4 0.225 TL 8.00 PV Pipe: 12 -111.8 1.610 PL 8.00 PF 3.1 12 27.5 8.0 49.7 56.4 17.6 120 FTG ---- PE 0.0 13 27.5 8.0 52.8 58.1 0.390 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -169.9 2.067 PL 1.83 PF 3.0 13 27.5 8.0 52.8 58.1 16.2 120 FTG T PE 0.0 B1 27.5 0.0 55.8 0.0 0.251 TL 11.83 PV Pipe: 14 -54.0 1.610 PL 8.00 PF 0.8 14 27.5 8.0 45.6 54.0 8.5 120 FTG ---- PE 0.0 15 27.5 8.0 46.4 54.5 0.102 TL 8.00 PV Pipe: 15 -108.6 2.067 PL 8.00 PF 0.9 15 27.5 8.0 46.4 54.5 10.4 120 FTG ---- PE 0.0 16 27.5 8.0 47.3 55.0 0.109 TL 8.00 PV Pipe: 16 -163.6 2.067 PL 8.00 PF 1.9 16 27.5 8.0 47.3 55.0 15.6 120 FTG ---- PE 0.0 17 27.5 8.0 49.2 56.1 0.234 TL 8.00 PV Pipe: 17 -219.7 2.067 PL 2.21 PF 4.9 17 27.5 8.0 49.2 56.1 21.0 120 FTG T PE 0.0 Cl 27.5 0.0 54.1 0.0 0.403 TL 12.21 PV Pipe: 18 -54.3 1.380 PL 6.00 PF 1.3 18 27.5 8.0 46.0 54.3 11.6 120 FTG ---- PE 0.0 19 27.5 8.0 47.3 55.0 0.217 TL 6.00 PV Pipe: 19 -109.3 1.610 PL 8.00 PF 3.0 19 27.5 8.0 47.3 55.0 17.2 120 FTG ---- PE 0.0 20 27.5 8.0 50.3 56.7 0.374 TL 8.00 PV Pipe: 20 -166.0 2.067 PL 5.83 PF 3.8 20 27.5 8.0 50.3 56.7 15.9 120 FTG T PE 0.0 Cl 27.5 0.0 54.1 0.0 0.240 TL 15.83 PV Pipe: 21 -54.8 1.380 PL 8.00 PF 1.8 21 27.5 8.0 46.9 54.8 11.8 120 FTG ---- PE 0.0 22 27.5 8.0 48.7 55.8 0.221 TL 8.00 PV Pipe: 22 -110.6 1.610 PL 8.00 PF 3.1 22 27.5 8.0 48.7 55.8 17.4 120 FTG ---- PE 0.0 23 27.5 8.0 51.7 57.5 0.382 TL 8.00 PV Pipe: 23 -168.1 2.067 PL 6.21 PF 4.0 23 27.5 8.0 51.7 57.5 16.1 120 FTG T PE 0.0 D1 27.5 0.0 55.7 0.0 0.246 TL 16.21 PV Pipe: 24 -55.3 1.380 PL 8.00 PF 1.8 24 27.5 8.0 47.8 55.3 11.9 120 FTG ---- PE 0.0 25 27.5 8.0 49.6 56.4 0.225 TL 8.00 PV Pipe: 25 -111.7 1.610 PL 8.00 PF 3.1 25 27.5 8.0 49.6 56.4 17.6 120 FTG ---- PE 0.0 26 27.5 8.0 52.8 58.1 0.389 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -169.8 2.067 PL 1.83 PF 3.0 26 27.5 8.0 52.8 58.1 16.2 120 FTG T PE 0.0 Dl 27.5 0.0 55.7 0.0 0.250 TL 11.83 PV Pipe: 27 -54.0 1.610 PL 8.00 PF 0.8 27 27.5 8.0 45.6 54.0 8.5 120 FTG ---- PE 0.0 28 27.5 8.0 46.4 54.5 0.102 TL 8.00 PV Pipe: 28 -108.6 2.067 PL 8.00 PF 0.9 28 27.5 8.0 46.4 54.5 10.4 120 FTG ---- PE 0.0 29 27.5 8.0 47.3 55.0 0.109 TL 8.00 PV Pipe: 29 -163.6 2.067 PL 8.00 PF 1.9 29 27.5 8.0 47.3 55.0 15.6 120 FTG ---- PE 0.0 30 27.5 8.0 49.2 56.1 0.234 TL 8.00 PV Pipe: 30 -219.7 2.067 PL 2.21 PF 4.9 30 27.5 8.0 49.2 56.1 21.0 120 FTG T PE 0.0 El 27.5 0.0 54.1 0.0 0.403 TL 12.21 PV Pipe: 31 -54.3 1.380 PL 6.00 PF 1.3 31 27.5 8.0 46.0 54.3 11.6 120 FTG ---- PE 0.0 32 27.5 8.0 47.3 55.0 0.217 TL 6.00 PV Pipe: 32 -109.3 1.610 PL 8.00 PF 3.0 32 27.5 8.0 47.3 55.0 17.2 120 FTG ---- PE 0.0 33 27.5 8.0 50.3 56.7 0.374 TL 8.00 PV Pipe: 33 -166.0 2.067 PL 5.83 PF 3.8 33 27.5 8.0 50.3 56.7 15.9 120 FTG T PE 0.0 El 27.5 0.0 54.1 0.0 0.240 TL 15.83 PV Pipe: 34 -54.8 1.380 PL 8.00 PF 1.8 34 27.5 8.0 47.0 54.8 11.8 120 FTG ---- PE 0.0 35 27.5 8.0 48.7 55.9 0.221 TL 8.00 PV Pipe: 35 -110.7 1.610 PL 8.00 PF 3.1 35 27.5 8.0 48.7 55.9 17.4 120 FTG ---- PE 0.0 36 27.5 8.0 51.8 57.6 0.383 TL 8.00 PV Pipe: 36 -168.3 2.067 PL 6.21 PF 4.0 36 27.5 8.0 51.8 57.6 16.1 120 FTG T PE 0.0 Fl 27.5 0.0 55.8 0.0 0.246 TL 16.21 PV Pipe: 37 -55.4 1.380 PL 8.00 PF 1.8 37 27.5 8.0 47.9 55.4 11.9 120 FTG ---- PE 0.0 38 27.5 8.0 49.7 56.4 0.225 TL 8.00 PV Pipe: 38 -111.8 1.610 PL 8.00 PF 3.1 38 27.5 8.0 49.7 56.4 17.6 120 FTG ---- PE 0.0 39 27.5 8.0 52.8 58.2 0.390 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -169.9 2.067 PL 1.83 PF 3.0 39 27.5 8.0 52.8 58.2 16.2 120 FTG T PE 0.0 Fl 27.5 0.0 55.8 0.0 0.251 TL 11.83 PV Pipe: 40 -386.6 2.469 PL 3.50 PF 7.5 Al 27.5 0.0 54.4 0.0 25.9 120 FTG T PE 1.5 A 24.0 0.0 63.3 0.0 0.483 TL 15.50 PV Pipe: 41 -338.2 2.469 PL 3.50 PF 5.8 Bl 27.5 0.0 55.8 0.0 22.7 120 FTG T PE 1.5 B 24.0 0.0 63.2 0.0 0.377 TL 15.50 PV Pipe: 42 -385.7 2.469 PL 3.50 PF 7.4 Cl 27.5 0.0 54.1 0.0 25.8 120 FTG T PE 1.5 C 24.0 0.0 63.1 0.0 0.480 TL 15.50 PV Pipe: 43 -337.9 2.469 PL 3.50 PF 5.8 Dl 27.5 0.0 55.7 0.0 22.6 120 FTG T PE 1.5 D 24.0 0.0 63.1 0.0 0.376 TL 15.50 PV Pipe: 44 -385.7 2.469 PL 3.50 PF 7.4 El 27.5 0.0 54.1 0.0 25.8 120 FTG T PE 1.5 E 24.0 0.0 63.1 0.0 0.480 TL 15.50 PV Pipe: 45 -338.2 2.469.PL 3.50 PF 5.8 Fl 27.5 0.0 55.8 0.0 22.7 120 FTG T PE 1.5 F 24.0 0.0 63.2 0.0 0.377 TL 15.50 PV Pipe: 46 886.9 6.065 PL 7.00 PF 0.2 A 24.0 0.0 63.3 0.0 9.8 120 FTG ---- PE 0.0 B 24.0 0.0 63.2 0.0 0.028 TL 7.00 PV Pipe: 47 548.7 6.065 PL 7.00 PF 0.1 B 24.0 0.0 63.2 0.0 6.1 120 FTG ---- PE 0.0 C 24.0 0.0 63.1 0.0 0.012 TL 7.00 PV Pipe: 48 163.0 6.065 PL 7.00 PF 0.0 C 24.0 0.0 63.1 0.0 1.8 120 FTG ---- PE 0.0 D 24.0 0.0 63.1 0.0 0.001 TL 7.00 PV Pipe: 49 -174.9 6.065 PL 7.00 PF 0.0 D 24.0 0.0 63.1 0.0 1.9 120 FTG ---- PE 0.0 E 24.0 0.0 63.1 0.0 0.001 TL 7.00 PV Pipe: 50 -560.7 6.065 PL 7.00 PF 0.1 E 24.0 0.0 63.1 0.0 6.2 120 FTG ---- PE 0.0 F 24.0 0.0 63.2 0.0 0.012 TL 7.00 PV Pipe: 51 -898.9 6.065 PL 151.83 PF 5.3 F 24.0 0.0 63.2 0.0 10.0 120 FTG T PE 0.0 G 24.0 0.0 68.4 0.0 0.029 TL 181.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -284.4 5.047 PL 0.75 PF 0.2 H 24.0 0.0 67.9 0.0 4.6 120 FTG T PE 0.0 J 24.0 0.0 68.1 0.0 0.008 TL 25.75 PV Pipe: 53 -284.4 5.047 PL 7.00 PF 0.1 J 24.0 0.0 68.1 0.0 4.6 120 FTG ---- PE 0.0 K 24.0 0.0 68.2 0.0 0.008 TL 7.00 PV Pipe: 54 -284.4 5.047 PL 7.00 PF 0.1 K 24.0 0.0 68.2 0.0 4.6 120 FTG ---- PE 0.0 L 24.0 0.0 68.2 0.0 0.008 TL 7.00 PV Pipe: 55 -284.4 5.047 PL 7.00 PF 0.1 L 24.0 0.0 68.2 0.0 4.6 120 FTG ---- PE 0.0 M 24.0 0.0 68.3 0.0 0.008 TL 7.00 PV Pipe: 56 -284.4 5.047 PL 7.00 PF 0.1 M 24.0 0.0 68.3 0.0 4.6 120 FTG ---- PE 0.0 N 24.0 0.0 68.4 0.0 0.008 TL 7.00 PV Pipe: 57 -284.4 5.047 PL 7.00 PF 0.1 N 24.0 0.0 68.4 0.0 4.6 120 FTG ---- PE 0.0 P 24.0 0.0 68.4 0.0 0.008 TL 7.00 PV Pipe: 58, -284.4 5.047 PL 7.00 PF 0.1 P 24.0 0.0 68.4 0.0 4.6 120 FTG ---- PE 0.0 Q 24.0 0.0 68.5 0.0 0.008 TL 7.00 PV Pipe: 59 -284.4 5.047 PL 144.83 PF 1.4 Q 24.0 0.0 68.5 0.0 4.6 120 FTG T PE 0.0 R 24.0 0.0 69.9 0.0 0.008 TL 169.83 PV Pipe: 60 -331.1 5.047 PL 187.67 PF 2.6 S 24.0 0.0 69.6 0.0 5.3 120 FTG 2T PE 0.0 T 24.0 0.0 72.2 0.0 0.011 TL 237.67 PV Pipe: 61 -658.1 6.065 PL 187.67 PF 4.0 U 24.0 0.0 70.8 0.0 7.3 120 FTG 2T PE 0.0 ✓ 24.0 0.0 74.8 0.0 0.016 TL 247.67 PV Pipe: 62 -1273.5 6.065 PL 53.00 PF 4.6 A 24.0 0.0 63.3 0.0 14.1 120 FTG T PE 0.0 H 24.0 0.0 67.9 0.0 0.055 TL 83.00 PV Pipe: 63 -989.1 6.065 PL 47.88 PF 1.7 H 24.0 0.0 67.9 0.0 11.0 120 FTG ---- PE 0.0 S 24.0 0.0 69.6 0.0 0.034 TL 47.88 PV Pipe: 64 -658.1 6.065 PL 43.75 PF 1.2 S 24.0 0.0 69.6 0.0 7.3 120 FTG T PE 0.0 U 24.0 0.0 70.8 0.0 0.016 TL 73.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM4Al.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -898.9 6.065 PL 52.12 PF 1.5 G 24.0 0.0 68.4 0.0 10.0 120 FTG ---- PE 0.0 R 24.0 0.0 69.9 0.0 0.029 TL 52.12 PV Pipe: 66 -1183.3 6.065 PL 47.88 PF 2.3 R 24.0 0.0 69.9 0.0 13.1 120 FTG ---- PE 0.0 T 24.0 0.0 72.2 0.0 0.048 TL 47.88 PV Pipe: 67 -1514.4 6.065 PL 30.33 PF 2.3 T 24.0 0.0 72.2 0.0 16.8 120 FTG ---- PE 0.0 W 24.0 0.0 74.5 0.0 0.076 TL 30.33 PV Pipe: 68 -1514.4 7.981 PL 13.46 PF 0.3 W 24.0 0.0 74.5 0.0 9.7 120 FTG ---- PE 0.0 ✓ 24.0 0.0 74.8 0.0 0.020 TL 13..46 PV Pipe: 69 -2172.4 7.981 PL 31.25 PF 1.7 ✓ 24.0 0.0 74.8 0.0 13.9 120 FTG L PE 0.0 TOR 24.0 0.0 76.5 0.0 0.039 TL 44.25 PV Pipe: 70 -2172.4 7.981 PL 21.00 PF 3.5 TOR 24.0 0.0 76.5 0.0 13.9 120 FTG TGA PE 9.1 BOR 3.0 0.0 89.1 0.0 0.039 TL 91.00 PV Pipe: 71 -2172.4 7.981 PL 2.00 PF 0.1• BOR 3.0 0.0 89.1 0.0 13.9 120 FTG ---- PE 0.9 UG 1.0 0.0 90.1 0.0 0.039 TL 2.00 PV Pipe: 72 -2172.4 11.938 PL 186.00 PF 1.3 UG 1.0 0.0 90.1 0.0 6.2 140 FTG T2L PE 0.4 UG1 0.0 0.0 91.8 0.0 0.004 TL 313.68 PV Pipe: 73 -2172.4 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 91.8 0.0 6.2 140 FTG ---- PE 0.0 BF1 0.0 0.0 92.0 0.0 0.004 TL 50.00 PV Pipe: 74 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 102.0 0.0 10.0 psi, 2172.4 gpm BF1 0.0 0.0 92.0 0.0 Pipe: 75 -2172.5 11.938 PL 50.00 PF 0.6 BF2 0.0 0.0 102.0 0.0 6.2 140 FTG TG PE 0.0 CITY 0.0 SRCE 102.6 (N/A) 0.004 TL 137.78 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 NOTES (BASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.080 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.9 ft/sec at pipe 40. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 105.99 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 H a 0 O O 3 O r -I GT1 -H Cn a O O 04 N a) -H Cn H c � O a o z o-) U a .H a cn a W H E E a a Or ar L N N N N a r m LO O Lo (� N 0 N Z v m W u C9 --+ a -H W 5-24 a a v N m N �m .440 ctl N 0" N O O N l a H MI MI r4 N Demand Press. 2172.5 gpm N W • 0 S-1 Sa a a U O • 0) G +� Ts Ts E So A ✓ E J N a O M U J, 0 FcC P, CO U 04 a a) U :1 a 0 O O O O O O O O O O O 04 ,J' N O O O O rH rl ,-I ri CO 04 Cr CD f< CD 41 a LL 41 cn u) C4 41 a, 0 O O N O O / O b Lf) O 0 M 0 a- a Results a) H E O W a) U b a) '0 co a) 0 rcs rl 0 04 rt3 1-I >C a) a) 4J U U -H stream deduction Dashed Lines U O are based Site pressures U 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4AI.SDF JOB TITLE: Rainier Industries, System 4, Area #1, Density 0.965 WATER SUPPLY CURVE 156+ 143+\ I\ I \ I \ 130+ \ I \ I \ I \ 117+ \ I \ I \ \0 P104+ X R I E I S S 91+ U I R I E \ \ \ \ 78+ ( I \ P I S I \ 165+ \ I \ I \ I \ 52+ \ I \ I \ I \ 39+ I \ I \ I \ 26+ LEGEND I \ " I X = Required Water Supply <-20.0 psi @ 4884 gpm I 102.56 psi @ 2672.5 gpm Flow Test Point 13+ 0 = Available Water Supply I 107.39 psi @ 2672.5 gpm 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Combustible Reviewing Authorities: System #4, Remote Area #2 Occupancy: SYSTEM DESIGN Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 0.965 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY GPM Required: 2567.3 37 Flowing Outlets PSI Required: 100.5 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Site Source of Information: City of Tukwila Water Dept. Notes: Wet System is capable of providing a minimum density of 0.965/2000 r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER S►STEINS Alan Mahaffie 6788-0105-C Level3 SimplexGrinnell, LP. SIMPLL`988BG co N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 110.4 2567.3 100.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2567.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2067.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 27.5 K= 8.00 46.6 54.6 52 27.5 K= 8.00 48.4 55.6 53 27.5 K= 8.00 51.4 57.4 54 27.5 K= 8.00 47.5 55.1 55 27.5 K= 8.00 49.3 56.2 56 27.5 K= 8.00 52.4 57.9 57 27.5 K= 8.00 47.0 54.8 58 27.5 K= 8.00 48.7 55.8 59 27.5 K= 8.00 51.8 57.6 60 27.5 K= 8.00 46.1 54.3 61 27.5 K= 8.00 47.9 55.4 62 27.5 K= 8.00 50.9 57.1 63 27.6 K= 8.00 45.8 54.1 64 27.6 K= 8.00 47.5 55.2 65 27.6 K= 8.00 50.5 56.9 66 27.6 K= 8.00 46.7 54.7 67 27.6 K= 8.00 48.4 55.7 68 27.6 K= 8.00 51.5 57.4 69 27.7 K= 8.00 46.5 54.6 70 27.7 K= 8.00 48.3 55.6 71 27.7 K= 8.00 51.3 57.3 72 27.7 K= 8.00 45.7 54.1 73 27.7 K= 8.00 47.4 55.1 74 27.7 K= 8.00 50.4 56.8 75 27.8 K= 8.00 45.6 54.0 76 27.8 K= 8.00 47.4 55.1 77 27.8 K= 8.00 50.3 56.8 78 27.8 K= 8.00 46.5 54.5 79 27.8 K= 8.00 48.2 55.6 80 27.8 K= 8.00 51.3 57.3 81 27.8 K= 8.00 46.5 54.5 82 27.8 K= 8.00 48.2 55.5 83 27.8 K= 8.00 51.2 57.3 84 27.8 K= 8.00 45.7 54.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 27.8 K= 8.00 47.4 55.1 86 27.8 K= 8.00 50.4 56.8 87 27.9 K= 8.00 59.5 61.7 A 24.0 - - - - 67.3 - - - B 24.0 67.3 C 24.0 67.4 D 24.0 67.4 E 24.0 67.5 F 24.0 67.5 G 24.0 68.7 H 24.0 66.7 J 24.0 62.7 J1 27.5 55.4 K 24.0 62.0 K1 27.5 54.8 L 24.0 61.7 L1 27.6 54.4 M 24.0 61.6 M1 27.7 54.2 N 24.0 61.6 N1 27.8 54.2 P 24.0 61.6 P1 27.8 54.2 - - - Q 24.0 61.9 Q1 27.9 59.9 R 24.0 69.1 S 24.0 68.3 T 24.0 71.0 U 24.0 69.5 ✓ 24.0 73.3 W 24.0 73.1 TOR 24.0 74.9 BOR 3.0 87.2 UG 1.0 88.2 UG1 0.0 89.8 BF1 0.0 90.0 BF2 0.0 - - - - 100.0 - - - CITY 0.0 SOURCE 100.5 2067.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -54.6 1.380 PL 8.00 PF 1.8 51 27.5 8.0 46.6 54.6 11.7 120 FTG ---- PE 0.0 52 27.5 8.0 48.4 55.6 0.220 TL 8.00 PV Pipe: 2 -110.3 1.610 PL 8.00 PF 3.0 52 27.5 8.0 48.4 55.6 17.4 120 FTG ---- PE 0.0 53 27.5 8.0 51.4 57.4 0.380 TL 8.00 PV Pipe: 3 -167.6 2.067 PL 6.08 PF 3.9 53 27.5 8.0 51.4 57.4 16.0 120 FTG T PE 0.0 J1 27.5 0.0 55.4 0.0 0.244 TL 16.08 PV Pipe: 4 -55.1 1.380 PL 8.00 PF 1.8 54 27.5 8.0 47.5 55.1 11.8 120 FTG ---- PE 0.0 55 27.5 8.0 49.3 56.2 0.223 TL 8.00 PV Pipe: 5 -111.3 1.610 PL 8.00 PF 3.1 55 27.5 8.0 49.3 56.2 17.5 120 FTG ---- PE 0.0 56 27.5 8.0 52.4 57.9 0.387 TL 8.00 PV Pipe: 6 -169.2 2.067 PL 1.96 PF 3.0 56 27.5 8.0 52.4 57.9 16.2 120 FTG T PE 0.0 J1 27.5 0.0 55.4 0.0 0.249 TL 11.96 PV Pipe: 7 -54.8 1.380 PL 8.00 PF 1.8 57 27.5 8.0 47.0 54.8 11.8 120 FTG ---- PE 0.0 58 27.5 8.0 48.7 55.8 0.221 TL 8.00 PV Pipe: 8 -110.7 1.610 PL 8.00 PF 3.1 58 27.5 8.0 48.7 55.8 17.4 120 FTG ---- PE 0.0 59 27.5 8.0 51.8 57.6 0.383 TL 8.00 PV Pipe: 9 -168.2 2.067 PL 2.08 PF 3.0 59 27.5 8.0 51.8 57.6 16.1 120 FTG T PE 0.0 K1 27.5 0.0 54.8 0.0 0.246 TL 12.08 PV Pipe: 10 -54.3 1.380 PL 8.00 PF 1.7 60 27.5 8.0 46.1 54.3 11.7 120 FTG ---- PE 0.0 61 27.5 8.0 47.9 55.4 0.217 TL 8.00 PV Pipe: 11 -109.7 1.610 PL 8.00 PF 3.0 61 27.5 8.0 47.9 55.4 17.3 120 FTG ---- PE 0.0 62 27.5 8.0 50.9 57.1 0.376 TL 8.00 PV Pipe: 12 -166.8 2.067 PL 5.96 PF 3.9 62 27.5 8.0 50.9 57.1 15.9 120 FTG T PE 0.0 K1 27.5 0.0 54.8 0.0 0.242 TL 15.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -54.1 1.380 PL 8.00 PF 1.7 63 27.6 8.0 45.8 54.1 11.6 120 FTG ---- PE 0.0 64 27.6 8.0 47.5 55.2 0.216 TL 8.00 PV Pipe: 14 -109.3 1.610 PL 8.00 PF 3.0 64 27.6 8.0 47.5 55.2 17.2 120 FTG ---- PE 0.0 65 27.6 8.0 50.5 56.9 0.374 TL 8.00 PV Pipe: 15 -166.2 2.067 PL 6.08 PF 3.9 65 27.6 8.0 50.5 56.9 15.9 120 FTG T PE 0.0 L1 27.6 0.0 54.4 0.0 0.240 TL 16.08 PV Pipe: 16 -54.7 1.380 PL 8.00 PF 1.8 66 27.6 8.0 46.7 54.7 11.7 120 FTG ---- PE 0.0 67 27.6 8.0 48.4 55.7 0.220 TL 8.00 PV Pipe: 17 -110.3 1.610 PL 8.00 PF 3.0 67 27.6 8.0 48.4 55.7 17.4 120 FTG ---- PE 0.0 68 27.6 8.0 51.5 57.4 0.380 TL 8.00 PV 68 L1 Pipe: 18 -167.7 2.067 PL 1.96 PF 2.9 27.6 8.0 51.5 57.4 16.0 120 FTG T PE 0.0 27.6 0.0 54.4 0.0 0.245 TL 11.96 PV Pipe: 19 -54.6 1.380 PL 8.00 PF 1.8 69 27.7 8.0 46.5 54.6 11.7 120 FTG ---- PE 0.0 70 27.7 8.0 48.3 55.6 0.219 TL 8.00 PV Pipe: 20 -110.1 1.610 PL 8.00 PF 3.0 70 27.7 8.0 48.3 55.6 17.4 120 FTG ---- PE 0.0 71 27.7 8.0 51.3 57.3 0.379 TL 8.00 PV Pipe: 21 -167.4 2.067 PL 2.08 PF 2.9 71 27.7 8.0 51.3 57.3 16.0 120 FTG T PE 0.0 M1 27.7 0.0 54.2 0.0 0.244 TL 12.08 PV Pipe: 22 -54.1 1.380 PL 8.00 PF 1.7 72 27.7 8.0 45.7 54.1 11.6 120 FTG ---- PE 0.0 73 27.7 8.0 47.4 55.1 0.216 TL 8.00 PV Pipe: 23 -109.2 1.610 PL 8.00 PF 3.0 73 27.7 8.0 47.4 55.1 17.2 120 FTG ---- PE 0.0 74 27.7 8.0 50.4 56.8 0.373 TL 8.00 PV 74 M1 Pipe: 24 -166.0 2.067 PL 5.96 PF 3.8 27.7 8.0 50.4 56.8 15.9 120 FTG T PE 0.0 27.7 0.0 54.2 0.0 0.240 TL 15.96 PV Pipe: 25 -54.0 1.380 PL 8.00 PF 1.7 75 27.8 8.0 45.6 54.0 11.6 120 FTG ---- PE 0.0 76 27.8 8.0 47.4 55.1 0.215 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -109.1 1.610 PL 8.00 PF 3.0 76 27.8 8.0 47.4 55.1 17.2 120 FTG ---- PE 0.0 77 27.8 8.0 50.3 56.8 0.373 TL 8.00 PV Pipe: 27 -165.8 2.067 PL 6.08 PF 3.9 77 27.8 8.0 50.3 56.8 15.9 120 FTG T PE 0.0 N1 27.8 0.0 54.2 0.0 0.240 TL 16.08 PV Pipe: 28 -54.5 1.380 PL 8.00 PF 1.8 78 27.8 8.0 46.5 54.5 11.7 120 FTG ---- PE 0.0 79 27.8 8.0 48.2 55.6 0.219 TL 8.00 PV Pipe: 29 -110.1 1.610 PL 8.00 PF 3.0 79 27.8 8.0 48.2 55.6 17.4 120 FTG ---- PE 0.0 80 27.8 8.0 51.3 57.3 0.379 TL 8.00 PV 80 N1 Pipe: 30 -167.4 2.067 PL 1.96 PF 2.9 27.8 8.0 51.3 57.3 16.0 120 FTG T PE 0.0 27.8 0.0 54.2 0.0 0.244 TL 11.96 PV Pipe: 31 -54.5 1.380 PL 8.00 PF 1.8 81 27.8 8.0 46.5 54.5 11.7 120 FTG ---- PE 0.0 82 27.8 8.0 48.2 55.5 0.219 TL 8.00 PV Pipe: 32 -110.1 1.610 PL 8.00 PF 3.0 82 27.8 8.0 48.2 55.5 17.3 120 FTG ---- PE 0.0 83 27.8 8.0 51.2 57.3 0.379 TL 8.00 PV 83 131 Pipe: 33 -167.3 2.067 PL 2.08 PF 2.9 27.8 8.0 51.2 57.3 16.0 120 FTG T PE 0.0 27.8 0.0 54.2 0.0 0.244 TL 12.08 PV Pipe: 34 -54.1 1.380 PL 8.00 PF 1.7 84 27.8 8.0 45.7 54.1 11.6 120 FTG ---- PE 0.0 85 27.8 8.0 47.4 55.1 0.215 TL 8.00 PV Pipe: 35 -109.1 1.610 PL 8.00 PF 3.0 85 27.8 8.0 47.4 55.1 17.2 120 FTG ---- PE 0.0 86 27.8 8.0 50.4 56.8 0.373 TL 8.00 PV 86 P1 87 Q1 Pipe: 36 -165.9 2.067 PL 5.96 PF 3.8 27.8 8.0 50.4 56.8 15.9 120 FTG T PE 0.0 27.8 0.0 54.2 0.0 0.240 TL 15.96 PV Pipe: 37 -61.7 2.067 PL 1.96 PF 0.5 27.9 8.0 59.5 61.7 5.9 120 FTG T PE 0.0 27.9 0.0 59.9 0.0 0.038 TL 11.96 PV Pipe: 38 -336.8 2.469 PL 3.50 PF 5.8 J1 27.5 0.0 55.4 0.0 22.6 120 FTG T PE 1.5 J 24.0 0.0 62.7 0.0 0.374 TL 15.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -335.0 2.469 PL 3.50 PF 5.7 K1 27.5 0.0 54.8 0.0 22.4 120 FTG T PE 1.5 K 24.0 0.0 62.0 0.0 0.370 TL 15.50 PV Pipe: 40 -333.9 2.469 PL 3.58 PF 5.7 L1 27.6 0.0 54.4 0.0 22.4 120 FTG T PE 1.6 L 24.0 0.0 61.7 0.0 0.368 TL 15.58 PV Pipe: 41 -333.4 2.469 PL 3.67 PF 5.7 M1 27.7 0.0 54.2 0.0 22.3 120 FTG T PE 1.6 M 24.0 0.0 61.6 0.0 0.367 TL 15.67 PV Pipe: 42 -333.2 2.469 PL 3.75 PF 5.8 N1 27.8 0.0 54.2 0.0 22.3 120 FTG T PE 1.6 N 24.0 0.0 61.6 0.0 0.367 TL 15.75 PV Pipe: 43 -333.2 2.469 PL 3.83 PF 5.8 P1 27.8 0.0 54.2 0.0 22.3 120 FTG T PE 1.7 P 24.0 0.0 61.6 0.0 0.367 TL 15.83 PV Pipe: 44 -61.7 2.469 PL 3.92 PF 0.3 01 27.9 0.0 59.9 0.0 4.1 120 FTG T PE 1.7 Q 24.0 0.0 61.9 0.0 0.016 TL 15.92 PV Pipe: 45 -407.7 6.065 PL 7.00 PF 0.0 A 24.0 0.0 67.3 0.0 4.5 120 FTG ---- PE 0.0 B 24.0 0.0 67.3 0.0 0.007 TL 7.00 PV Pipe: 46 -407.7 6.065 PL 7.00 PF 0.0 B 24.0 0.0 67.3 0.0 4.5 120 FTG ---- PE 0.0 C 24.0 0.0 67.4 0.0 0.007 TL 7.00 PV Pipe: 47 -407.7 6.065 PL 7.00 PF 0.0 C 24.0 0.0 67.4 0.0 4.5 120 FTG ---- PE 0.0 D 24.0 0.0 67.4 0.0 0.007 TL 7.00 PV Pipe: 48 -407.7 6.065 PL 7.00 PF 0.0 D 24.0 0.0 67.4 0.0 4.5 120 FTG ---- PE 0.0 E 24.0 0.0 67.5 0.0 0.007 TL 7.00 PV Pipe: 49 -407.7 6.065 PL 7.00 PF 0.0 E 24.0 0.0 67.5 0.0 4.5 120 FTG ---- PE 0.0 F 24.0 0.0 67.5 0.0 0.007 TL 7.00 PV Pipe: 50 -407.7 6.065 PL 151.83 PF 1.2 F 24.0 0.0 67.5 0.0 4.5 120 FTG T PE 0.0 G 24.0 0.0 68.7 0.0 0.007 TL 181.83 PV Pipe: 51 1386.1 5.047 PL 0.75 PF 4.1 H 24.0 0.0 66.7 0.0 22.2 120 FTG T PE 0.0 J 24.0 0.0 62.7 0.0 0.157 TL 25.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 1049.3 5.047 PL 7.00 PF 0.7 J 24.0 0.0 62.7 0.0 16.8 120 FTG ---- PE 0.0 K 24.0 0.0 62.0 0.0 0.094 TL 7.00 PV Pipe: 53 714.3 5.047 PL 7.00 PF 0.3 K 24.0 0.0 62.0 0.0 11.5 120 FTG ---- PE 0.0 L 24.0 0.0 61.7 0.0 0.046 TL 7.00 PV Pipe: 54 380.4 5.047 PL 7.00 PF 0.1 L 24.0 0.0 61.7 0.0 6.1 120 FTG ---- PE 0.0 M 24.0 0.0 61.6 0.0 0.014 TL 7.00 PV Pipe: 55 46.9 5.047 PL 7.00 PF 0.0 M 24.0 0.0 61.6 0.0 0.8 120 FTG ---- PE 0.0 N 24.0 0.0 61.6 0.0 0.000 TL 7.00 PV Pipe: 56 -286.3 5.047 PL 7.00 PF 0.1 N 24.0 0.0 61.6 0.0 4.6 120 FTG ---- PE 0.0 P 24.0 0.0 61.6 0.0 0.009 TL 7.00 PV Pipe: 57 -619.5 5.047 PL 7.00 PF 0.2 P 24.0 0.0 61.6 0.0 9.9 120 FTG ---- PE 0.0 Q 24.0 0.0 61.9 0.0 0.035 TL 7.00 PV Pipe: 58 -68L.2 5.047 PL 144.83 PF 7.2 Q 24.0 0.0 61.9 0.0 10.9 120 FTG T PE 0.0 R 24.0 0.0 69.1 0.0 0.042 TL 169.83 PV Pipe: 59 -335.2 5.047 PL 187.67 PF 2.7 S 24.0 0.0 68.3 0.0 5.4 120 FTG 2T PE 0.0 T 24.0 0.0 71.0 0.0 0.011 TL 237.67 PV Pipe: 60 -643.3 6.065 PL 187.67 PF 3.9 U 24.0 0.0 69.5 0.0 7.1 120 FTG 2T PE 0.0 ✓ 24.0 0.0 73.3 0.0 0.016 TL 247.67 PV Pipe: 61 407.7 6.065 PL 53.00 PF 0.6 A 24.0 0.0 67.3 0.0 4.5 120 FTG T PE 0.0 H 24.0 0.0 66.7 0.0 0.007 TL 83.00 PV Pipe: 62 -978.5 6.065 PL 47.88 PF 1.6 H 24.0 0.0 66.7 0.0 10.9 120 FTG ---- PE 0.0 S 24.0 0.0 68.3 0.0 0.034 TL 47.88 PV Pipe: 63 -643.3 6.065 PL 43.75 PF 1.1 S 24.0 0.0 68.3 0.0 7.1 120 FTG T PE 0.0 U 24.0 0.0 69.5 0.0 0.016 TL 73.75 PV Pipe: 64 -407.7 6.065 PL 52.12 PF 0.3 G 24.0 0.0 68.7 0.0 4.5 120 FTG ---- PE 0.0 R 24.0 0.0 69.1 0.0 0.007 TL 52.12 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -1088.9 6.065 PL 47.88 PF 2.0 R 24.0 0.0 69.1 0.0 12.1 120 FTG ---- PE 0.0 T 24.0 0.0 71.0 0.0 0.041 TL 47.88 PV Pipe: 66 -1424.0 6.065 PL 30.33 PF 2.1 T 24.0 0.0 71.0 0.0 15.8 120 FTG ---- PE 0.0 H 24.0 0.0 73.1 0.0 0.068 TL 30.33 PV Pipe: 67 -1424.0 7.981 PL 13.46 PF 0.2 W 24.0 0.0 73.1 0.0 9.1 120 FTG ---- PE 0.0 ✓ 24.0 0.0 73.3 0.0 0.018 TL 13.46 PV Pipe: 68 -2067.3 7.981 PL 31.25 PF 1.6 ✓ 24.0 0.0 73.3 0.0 13.3 120 FTG L PE 0.0 TOR 24.0 0.0 74.9 0.0 0.035 TL 44.25 PV Pipe: 69 -2067.3 7.981 PL 21.00 PF 3.2 TOR 24.0 0.0 74.9 0.0 13.3 120 FTG TGA PE 9.1 BOR 3.0 0.0 87.2 0.0 0.035 TL 91.00 PV Pipe: 70 -2067.3 7.981 PL 2.00 PF 0.1 BOR 3.0 0.0 87.2 0.0 13.3 120 FTG ---- PE 0.9 UG 1.0 0.0 ' 88.2 0.0 0.035 TL 2.00 PV Pipe: 71 -2067.3 11.938 PL 186.00 PF 1.2 UG 1.0 0.0 88.2 0.0 5.9 140 FTG T2L PE 0.4 UG1 0.0 0.0 89.8 0.0 0.004 TL 313.68 PV Pipe: 72 -2067.3 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 89.8 0.0 5.9 140 FTG ---- PE 0.0 BF1 0.0 0.0 90.0 0.0 0.004 TL 50.00 PV Pipe: 73 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 100.0 0.0 10.0 psi, 2067.3 gpm BF1 0.0 0.0 90.0 0.0 Pipe: 74 -2067.3 11.938 PL 50.00 PF 0.5 BF2 0.0 0.0 100.0 0.0 5.9 140 FTG TG PE 0.0 CITY 0.0 SRCE 100.5 (N/A) 0.004 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.6 ft/sec at pipe 38. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 107.67 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A Diameter (in) MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell 1.380 3.00 1.610 4.00 2.067 5.00 2.469 6.00 5.047 12.00 6.065 14.00 7.981 18.00 11.938 27.00 Tee 6.00 8.00 10.00 12.00 25.00 30.00 35.00 60.00 LngEll 2.00 2.00 3.00 4.00 8.00 9.00 13.00 18.00 ChkVly BfyVly GatVly 7.00 6.00 9.00 6.00 11.00 6.00 14.00 7.00 27.00 9.00 32.00 10.00 45.00 12.00 65.00 21.00 1.00 1.00 1.00 1.00 2.00 3.00 4.00 6.00 AlmChk 10.00 10.00 10.00 10.00 21.00 28.00 31.00 45.00 D N DPV1v NPTee 10.00 6.00 10.00 8.00 10.00 10.00 10.00 12.00 21.00 25.00 28.00 30.00 31.00 35.00 45.00 60.00 160.0 140.0 G A 120.0 U G E P R E S S 80.0 U R E 100.0 p S 1 60.0 40.0 20.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 1 2 lA LEGEND Available pressure 110.44 psi @ 2567.3 gpm Required pressure 100.47 psi @ 2567.3 gpm Avail. OnSite Demand Press. 110.44 psi @ 2067.3 gpm 2A 111 Req. OnSite Demand Press. 100.47 psi @ 2067.3 gpm A. Source Supply Curve B. System Demand Curve C.. Available at Source 10.00 1500 Note: 2400 2500 30'00 3500 FLOW (GPM) 4000 • aGTUTPU :gZZIs gOf 'saTagsnpul U N N N rn m Co w w J Co i Co ro Co cn ' M rr ti (P xl n Co x K Co U n H z H DI Co Co K to RI N ry ro • sb m La U s Co D S96'0 iCqTsu@G 'Z# PeiV 4500 A00 (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source NgLSAS UTINNDidS SIS2ZKNV OIIMOKIAH SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM4A2.SDF JOB TITLE: Rainier Industries, System 4, Area #2, Density 0.965 WATER SUPPLY CURVE 156+ 143+\ I\ I \ I \ 130+ \ I \ I \ I \ 117+ I \ \O I \ P104+ R I X\ E I S I \ S 91+ \ U I \ R I \ E I \ 78+ \ ( 1 \ P I \ S I \ I 65+ \ I \ I \ I \ 52+ \ I \ I \ I \ 39+ \ I \ I \ i \ 26+ LEGEND \ I X = Required Water Supply <-20.0 psi @ 4884 gpm I 100.47 psi @ 2567.3 gpm Flow Test Point 13+ " I 0 = Available Water Supply 1 110.44 psi @ 2567.3 gpm 1 " 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffi Calculated By: SimplexGrinn Construction: Combustible Reviewing Authorities: 7e07/Emo577ea #1 CODE COMPLIANCE APPROVED JAN 06 2011 .3 Occupac . City Q& Tukwila nBUILDING DIVISION SYSTEM DESIGN Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 1.0 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY 39 Flowing Outlets GPM Required: 2768.1 PSI Required: 95.4 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Site Source of Information: City of Tukwila Water Dept. Notes: Wet System is capable of providing RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER a minimum P density of 1.0/2000 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEIN6 Alan Mahaffie 6788-0105-C Level 3 SirnplexGrinnell, L.P. SIMPLL'9888G 8 8 Signature 4 CORRECTION LTR# 1 b o2iao SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 104.5 2768.1 95.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2768.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2268.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 27.5 K= 8.00 50.0 56.6 2 27.5 K= 8.00 50.9 57.1 3 27.5 K= 8.00 54.1 58.8 4 27.5 K=•8.00 49.0 56.0 5 27.5 K= 8.00 49.9 56.5 6 27.5 K= 8.00 53.0 58.3 7 27.5 K= 8.00 50.7 57.0 8 27.5 K= 8.00 51.4 57.4 9 27.5 K= 8.00 54.6 59.1 10 27.5 K= 8.00 51.4 57.3 11 27.5 K= 8.00 52.3 57.8 12 27.5 K= 8.00 55.6 59.6 13 27.5 K= 8.00 51.4 57.4 14 27.5 K= 8.00 52.3 57.9 15 27.5 K= 8.00 55.6 59.7 16 27.5 K= 8.00 50.4 56.8 17 27.5 K= 8.00 51.3 57.3 18 27.5 K= 8.00 54.5 59.1 19 27.5 K= 8.00 50.7 57.0 20 27.5 K= 8.00 51.4 57.3 21 27.5 K= 8.00 54.6 59.1 22 27.5 K= 8.00 51.3 57.3 23 27.5 K= 8.00 52.2 57.8 24 27.5 K= 8.00 55.5 59.6 25 27.5 K= 8.00 51.4 57.4 26 27.5 K= 8.00 52.3 57.9 27 27.5 K= 8.00 55.6 59.7 28 27.5 K= 8.00 50.4 56.8 29 27.5 K= 8.00 51.3 57.3 30 27.5 K= 8.00 54.5 59.1 31 27.5 K= 8.00 50.7 57.0 32 27.5 K= 8.00 51.4 57.3 33 27.5 K= 8.00 54.6 59.1 34 27.5 K= 8.00 51.3 57.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27.5 K= 8.00 52.2 57.8 36 27.5 K= 8.00 55.5 59.6 37 27.5 K= 8.00 57.9 60.9 38 27.5 K= 8.00 58.9 61.4 39 27.5 K= 8.00 59.9 61.9 A 24.0 - - - - 62.8 - - - Al 27.5 57.1 B 24.0 62.8 Bl 27.5 58.8 C 24.0 62.8 Cl 27.5 58.7 D 24.0 62.8 D1 27.5 58.7 E 24.0 62.8 El 27.5 58.7 F 24.0 62.8 Fl 27.5 58.7 G 24.0 62.8 G1 27.5 60.5 H 24.0 63.2 J 24.0 64.1 K 24.0 64.3 L 24.0 64.4 M 24.0 64.5 N 24.0 64.6 P 24.0 64.7 Q 24.0 64.7 R 24.0 65.5 S 24.0 65.6 T 24.0 66.0 U 24.0 66.1 ✓ 24.0 64.3 W 24.0 64.4 X 24.0 65.0 Y 24.0 65.0 Z 24.0 63.9 TOR 24.0 67.2 BOR 3.0 80.2 UG 1.0 82.7 UG1 0.0 84.6 BF1 0.0 84.8 BF2 0.0 - - - - 94.8 - - - CITY 0.0 SOURCE 95.4 2268.1 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -56.6 1.610 PL 8.00 PF 0.9 1 27.5 8.0 50.0 56.6 8.9 120 FTG ---- PE 0.0 2 27.5 8.0 50.9 57.1 0.111 TL 8.00 PV Pipe: 2 -113.6 1.610 PL 8.00 PF 3.2 2 27.5 8.0 50.9 57.1 17.9 120 FTG ---- PE 0.0 3 27.5 8.0 54.1 58.8 0.402 TL 8.00 PV Pipe: 3 -172.5 2.067 PL 1.75 PF 3.0 3 27.5 8.0 54.1 58.8 16.5 120 FTG T PE 0.0 Al 27.5 0.0 57.1 0.0 0.258 TL 11.75 PV Pipe: 4 -56.0 1.610 PL 8.00 PF 0.9 4 27.5 8.0 49.0 56.0 8.8 120 FTG ---- PE 0.0 5 27.5 8.0 49.9 56.5 0.109 TL 8.00 PV Pipe: 5 -112.5 1.610 PL 8.00 PF 3.2 5 27.5 8.0 49.9 56.5 17.7 120 FTG ---- PE 0.0 6 27.5 8.0 53.0 58.3 0.394 TL 8.00 PV Pipe: 6 -170.7 2.067 PL 6.25 PF 4.1 6 27.5 8.0 53.0, 58.3 16.3 120 FTG T PE 0.0 Al 27.5 0.0 57.1 0.0 0.253 TL 16.25 PV Pipe: 7 -57.0 1.610 PL 6.00 PF 0.7 7 27.5 8.0 50.7 57.0 9.0 120 FTG ---- PE 0.0 8 27.5 8.0 51.4 57.4 0.112 TL 6.00 PV Pipe: 8 -114.3 1.610 PL 8.00 PF 3.3 8 27.5 8.0 51.4 57.4 18.0 120 FTG ---- PE 0.0 9 27.5 8.0 54.6 59.1 0.406 TL 8.00 PV Pipe: 9 -173.5 2.067 PL 5.83 PF 4.1 9 27.5 8.0 54.6 59.1 16.6 120 FTG T PE 0.0 B1 27.5 0.0 58.8 0.0 0.260 TL 15.83 PV Pipe: 10 -57.3 1.610 PL 8.00 PF 0.9 10 27.5 8.0 51.4 57.3 9.0 120 FTG ---- PE 0.0 11 27.5 8.0 52.3 57.8 0.113 TL 8.00 PV Pipe: 11 -115.2 1.610 PL 8.00 PF 3.3 11 27.5 8.0 52.3 57.8 18.1 120 FTG ---- PE 0.0 12 27.5 8.0 55.6 59.6 0.412 TL 8.00 PV Pipe: 12 -174.8 2.067 PL 2.17 PF 3.2 12 27.5 8.0 55.6 59.6 16.7 120 FTG T PE 0.0 81 27.5 0.0 58.8 0.0 0.264 TL 12.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -57.4 1.610 PL 8.00 PF 0.9 13 27.5 8.0 51.4 57.4 9.0 120 FTG ---- PE 0.0 14 27.5 8.0 52.3 57.9 0.113 TL 8.00 PV Pipe: 14 -115.2 1.610 PL 8.00 PF 3.3 14 27.5 8.0 52.3 57.9 18.2 120 FTG ---- PE 0.0 15 27.5 8.0 55.6 59.7 0.412 TL 8.00 PV Pipe: 15 -174.9 2.067 PL 1.83 PF 3.1 15 27.5 8.0 55.6 59.7 16.7 120 FTG T PE 0.0 Cl 27.5 0.0 58.7 0.0 0.264 TL 11.83 PV Pipe: 16 -56.8 1.610 PL 8.00 PF 0.9 16 27.5 8.0 50.4 56.8 9.0 120 FTG ---- PE 0.0 17 27.5 8.0 51.3 57.3 0.111 TL 8.00 PV Pipe: 17 -114.1 1.610 PL 8.00 PF 3.2 17 27.5 8.0 51.3 57.3 18.0 120 FTG ---- PE 0.0 18 27.5 8.0 54.5 59.1 0.405 TL 8.00 PV Pipe: 18 -173.2 2.067 PL 6.17 PF 4.2 18 27.5 8.0 54.5 59.1 16.6 120 FTG T PE 0.0 Cl 27.5 0.0 58.7 0.0 0.259 TL 16.17 PV Pipe: 19 -57.0 1.610 PL 6.00 PF 0.7 19 27.5 8.0 50.7 57.0 9.0 120 FTG ---- PE 0.0 20 27.5 8.0 51.4 57.3 0.112 TL 6.00 PV Pipe: 20 -114.3 1.610 PL 8.00 PF 3.2 20 27.5 8.0 51.4 57.3 18.0 120 FTG ---- PE 0.0 21 27.5 8.0 54.6 59.1 0.406 TL 8.00 PV Pipe: 21 -173.4 2.067 PL 5.83 PF 4.1 21 27.5 8.0 54.6 59.1 16.6 120 FTG T PE 0.0 D1 27.5 0.0 58.7 0.0 0.260 TL 15.83 PV Pipe: 22 -57.3 1.610 PL 8.00 PF 0.9 22 27.5 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 23 27.5 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 23 -115.1 1.610 PL 8.00 PF 3.3 23 27.5 8.0 52.2 57.8 18.1 120 FTG ---- PE 0.0 24 27.5 8.0 55.5 59.6 0.412 TL 8.00 PV 24 D1 Pipe: 24 -174.7 2.067 PL 2.17 PF 3.2 27.5 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 27.5 0.0 58.7 0.0 0.264 TL 12.17 PV Pipe: 25 -57.4 1.610 PL 8.00 PF 0.9 25 27.5 8.0 51.4 57.4 9.0 120 FTG ---- PE 0.0 26 27.5 8.0 52.3 57.9 0.113 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM3Al.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -115.2 1.610 PL 8.00 PF 3.3 26 27.5 8.0 52.3 57.9 18.2 120 FTG ---- PE 0.0 27 27.5 8.0 55.6 59.7 0.412 TL 8.00 PV Pipe: 27 -174.9 2.067 PL 1.83 PF 3.1 27 27.5 8.0 55.6 59.7 16.7 120 FTG T PE 0.0 El 27.5 0.0 58.7 0.0 0.264 TL 11.83 PV Pipe: 28 -56.8 1.610 PL 8.00 PF 0.9 28 27.5 8.0 50.4 56.8 9.0 120 FTG ---- PE 0.0 29 27.5 8.0 51.3 57.3 0.111 TL 8.00 PV Pipe: 29 -114.1 1.610 PL 8.00 PF 3.2 29 27.5 8.0 51.3 57.3. 18.0 120 FTG ---- PE 0.0 30 27.5 8.0 54.5 59.1 0.405 TL 8.00 PV 30 El Pipe: 30 -173.2 2.067 PL 6.17 PF 4.2 27.5 8.0 54.5 59.1 16.6 120 FTG T PE 0.0 27.5 0.0 58.7 0.0 0.259 TL 16.17 PV Pipe: 31 -57.0 1.610 PL 6.00 PF 0.7 31 27.5 8.0 50.7 57.0 9.0 120 FTG ---- PE 0.0 32 27.5 8.0 51.4 57.3 0.112 TL 6.00 PV Pipe: 32 -114.3 1.610 PL 8.00 PF 3.2 32 27.5 8.0 51.4 57.3 18.0 120 FTG ---- PE 0.0 33 27.5 8.0 54.6 59.1 0.406 TL 8.00 PV 33 Fl Pipe: 33 -173.4 2.067 PL 5.83 PF 4.1 27.5 8.0 54.6 59.1 16.6 120 FTG T PE 0.0 27.5 0.0 58.7 0.0 0.260 TL 15.83 PV Pipe: 34 -57.3 1.610 PL 8.00 PF 0.9 34 27.5 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 35 27.5 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 35 -115.1 1.610 PL 8.00 PF 3.3 35 27.5 8.0 52.2 57.8 18.1 120 FTG ---- PE 0.0 36 27.5 8.0 55.5 59.6 0.412 TL 8.00 PV Pipe: 36 -174.7 2.067 PL 2.17 PF 3.2 36 27.5 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 Fl 27.5 0.0 58.7 0.0 0.264 TL 12.17 PV Pipe: 37 -60.9 1.610 PL 8.00 PF 1.0 37 27.5 8.0 57.9 60.9 9.6 120 FTG ---- PE 0.0 38 27.5 8.0 58.9 61.4 0.127 TL 8.00 PV 38 G1 Pipe: 38 -122.3 2.067 PL 1.83 PF 1.6 27.5 8.0 58.9 61.4 11.7 120 FTG T PE 0.0 27.5 0.0 60.5 0.0 0.136 TL 11.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -61.9 2.067 PL 6.17 PF 0.6 39 27.5 8.0 59.9 61.9 5.9 120 FTG T PE 0.0 G1 27.5 0.0 60.5 0.0 0.039 TL 16.17 PV Pipe: 40 -343.2 3.068 PL 9.25 PF 4.2 Al 27.5 0.0 57.1 0.0 14.9 120 FTG ET PE 1.5 A 24.0 0.0 62.8 0.0 0.134 TL 31.25 PV Pipe: 41 -348.2 3.068 PL 3.50 PF 2.6 B1 27.5 0.0 58.8 0.0 15.1 120 FTG T PE 1.5 B 24.0 0.0 62.8 0.0 0.138 TL 18.50 PV Pipe: 42 -348.1 3.068 PL 3.50 PF 2.6 Cl 27.5 0.0 58.7 0.0 15.1 120 FTG T PE 1.5 C 24.0 0.0 62.8 0.0 0.138 TL 18.50 PV Pipe: 43 -348.1 3.068 PL 3.50 PF 2.6 D1 27.5 0.0 58.7 0.0 15.1 120 FTG T PE 1.5 D 24.0 0.0 62.8 0.0 0.138 TL 18.50 PV Pipe: 44 -348.0 3.068 PL 3.50 PF 2.6 El 27.5 0.0 58.7 '0.0 15.1 120 FTG T PE 1.5 E 24.0 0.0 62.8 0.0 0.138 TL 18.50 PV Pipe: 45 -348.2 3.068 PL 3.50 PF 2.6 Fl 27.5 0.0 58.7 0.0 15.1 120 FTG T PE 1.5 F 24.0 0.0 62.8 0.0 0.138 TL 18.50 PV Pipe: 46 -184.2 3.068 PL 3.50 PF 0.8 G1 27.5 0.0 60.5 0.0 8.0 120 FTG T PE 1.5 G 24.0 0.0 62.8 0.0 0.042 TL 18.50 PV Pipe: 47 1047.4 7.981 PL 1.25 PF 0.0 A 24.0 0.0 62.8 0.0 6.7 120 FTG ---- PE 0.0 B 24.0 0.0 62.8 0.0 0.010 TL 1.25 PV Pipe: 48 699.2 7.981 PL 7.00 PF 0.0 B 24.0 0.0 62.8 0.0 4.5 120 FTG ---- PE 0.0 C 24.0 0.0 62.8 0.0 0.005 TL 7.00 PV Pipe: 49 351.1 7.981 PL 7.00 PF 0.0 C 24.0 0.0 62.8 0.0 2.3 120 FTG ---- PE 0.0 D 24.0 0.0 62.8 0.0 0.001 TL 7.00 PV Pipe: 50 3.0 7.981 PL 7.00 PF 0.0 D 24.0 0.0 62.8 0.0 0.0 120 FTG ---- PE 0.0 E 24.0 0.0 62.8 0.0 0.000 TL 7.00 PV Pipe: 51 -345.0 7.981 PL 7.00 PF 0.0 E 24.0 0.0 62.8 0.0 2.2 120 FTG ---- PE 0.0 F 24.0 0.0 62.8 0.0 0.001 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3Al.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -693.2 7.981 PL 7.00 PF 0.0 F 24.0 0.0 62.8 0.0 4.4 120 FTG ---- PE 0.0 G 24.0 0.0 62.8 0.0 0.005 TL 7.00 PV Pipe: 53 -877.4 7.981 PL 38.67 PF 0.4 G 24.0 0.0 62.8 0.0 5.6 120 FTG L PE 0.0 H 24.0 0.0 63.2 0.0 0.007 TL 51.67 PV Pipe: 54 -877.4 6.065 PL 3.92 PF 0.9 H 24.0 0.0 63.2 0.0 9.7 120 FTG T PE 0.0 J 24.0 0.0 64.1 0.0 0.028 TL 33.92 PV Pipe: 55 -553.7 6.065 PL 15.50 PF 0.2 J 24.0 0.0 64.1 0.0 6.1 120 FTG ---- PE 0.0 K 24.0 0.0 64.3 0.0 0.012 TL 15.50 PV Pipe: 56 -553.7 6.065 PL 7.00 PF 0.1 K 24.0 0.0 64.3 0.0 6.1 120 FTG ---- PE 0.0 L 24.0 0.0 64.4 0.0 0.012 TL 7.00 PV Pipe: 57 -553.7 6.065 PL 7.00 PF 0.1 L 24.0 0.0 64.4 0.0 6.1 120 FTG ---- PE 0.0 M 24.0 0.0 64.5 0.0 0.012 TL 7.00 PV Pipe: 58 -553.7 6.065 PL 7.00 PF 0.1 M 24.0 0.0 64.5 0.0 6.1 120 FTG ---- PE 0.0 N 24.0 0.0 64.6 0.0 0.012 TL 7.00 PV Pipe: 59 -553.7 6.065 PL 7.00 PF 0.1 N 24.0 0.0 64.6 0.0 6.1 120 FTG ---- PE 0.0 P 24.0 0.0 64.7 0.0 0.012 TL 7.00 PV Pipe: 60 -553.7 6.065 PL 7.00 PF 0.1 P 24.0 0.0 64.7 0.0 6.1 120 FTG ---- PE 0.0 Q 24.0 0.0 64.7 0.0 0.012 TL 7.00 PV Pipe: 61 -553.7 6.065 PL 55.58 PF 0.8 Q 24.0 0.0 64.7 0.0 6.1 120 FTG L PE 0.0 R 24.0 0.0 65.5 0.0 0.012 TL 64.58 PV Pipe: 62 -553.7 7.981 PL 47.83 PF 0.1 R 24.0 0.0 65.5 0.0 3.6 120 FTG ---- PE 0.0 S 24.0 0.0 65.6 0.0 0.003 TL 47.83 PV Pipe: 63 -979.6 7.981 PL 44.12 PF 0.4 S 24.0 0.0 65.6 0.0 6.3 120 FTG ---- PE 0.0 T 24.0 0.0 66.0 0.0 0.009 TL 44.12 PV Pipe: 64 -1369.0 7.981 PL 3.33 PF 0.1 T 24.0 0.0 66.0 0.0 8.8 120 FTG ---- PE 0.0 U 24.0 0.0 66.1 0.0 0.017 TL 3.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -1390.6 7.981 PL 48.83 PF 1.1 A 24.0 0.0 62.8 0.0 8.9 120 FTG L PE 0.0 Z 24.0 0.0 63.9 0.0 0.017 TL 61.83 PV Pipe: 66 -846.0 7.981 PL 127.42 PF 1.1 Z 24.0 0.0 63.9 0.0 5.4 120 FTG 3L PE 0.0 Y 24.0 0.0 65.0 0.0 0.007 TL 166.42 PV Pipe: 67 -899.0 7.981 PL 106.00 PF 1.1 Y 24.0 0.0 65.0 0.0 5.8 120 FTG T PE 0.0 U 24.0 0.0 66.1 0.0 0.008 TL 141.00 PV Pipe: 68 -544.7 7.981 PL 75.92 PF 0.4 Z 24.0 0.0 63.9 0.0 3.5 120 FTG 2T PE 0.0 ✓ 24.0 0.0 64.3 0.0 0.003 TL 145.92 PV Pipe: 69 -868.4 6.065 PL 4.00 PF 0.1 ✓ 24.0 0.0 64.3 0.0 9.6 120 FTG ---- PE 0.0 W 24.0 0.0 64.4 0.0 0.027 TL 4.00 PV Pipe: 70 -426.0 6.065 PL 106.00 PF 1.2 W 24.0 0.0 64.4 0.0 4.7 120 FTG 2T PE 0.0 S 24.0 0.0 65.6 0.0 0.007 TL 166.00 PV Pipe: 71 -323.7 6.065 PL 43.83 PF 0.2 J 24.0 0.0 64.1 0.0 3.6 120 FTG ---- PE 0.0 ✓ 24.0 0.0 64.3 0.0 0.004 TL 43.83 PV Pipe: 72 -442.4 6.065 PL 44.12 PF 0.6 W 24.0 0.0 64.4 0.0 4.9 120 FTG T PE 0.0 X 24.0 0.0 65.0 0.0 0.008 TL 74.12 PV Pipe: 73 -53.0 6.065 PL 3.33 PF 0.0 X 24.0 0.0 65.0 0.0 0.6 120 FTG T PE 0.0 Y 24.0 0.0 65.0 0.0 0.000 TL 33.33 PV Pipe: 74 -389.4 6.065 PL 106.00 PF 1.0 X 24.0 0.0 65.0 0.0 4.3 120 FTG 2T PE 0.0 T 24.0 0.0 66.0 0.0 0.006 TL 166.00 PV Pipe: 75 -2268.0 7.981 PL 14.08 PF 1.1 U 24.0 0.0 66.1 0.0 14.5 120 FTG L PE 0.0 TOR 24.0 0.0 67.2 0.0 0.042 TL 27.08 PV Pipe: 76 -2268.0 7.981 PL 21.00 PF 3.8 TOR 24.0 0.0 67.2 0.0 14.5 120 FTG TGA PE 9.1 BOR 3.0 0.0 80.2 0.0 0.042 TL 91.00 PV Pipe: 77 -2268.0 7.981 PL 6.00 PF 1.7 BOR 3.0 0.0 80.2 0.0 14.5 120 FTG T PE 0.9 UG 1.0 0.0 82.7 0.0 0.042 TL 41.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3AI.SOF JOB TITLE: Rainier Industries, System 3, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 -2268.0 11.938 PL 186.00 PF 1.4 UG 1.0 0.0 82.7 0.0 6.5 140 FTG T2L PE 0.4 UG1 0.0 0.0 84.6 0.0 0.004 TL 313.68 PV Pipe: 79 -2268.0 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 84.6 0.0 6.5 140 FTG ---- PE 0.0 BF1 0.0 0.0 84.8 0.0 0.004 TL 50.00 PV Pipe: 80 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 94.8 0.0 10.0 psi, 2268.0 gpm BF1 0.0 0.0 84.8 0.0 Pipe: 81 -2268.1 11.938 PL 50.00 PF 0.6 BF2 0.0 0.0 94.8 0.0 6.5 140 FTG TG PE 0.0 CITY 0.0 SRCE 95.4 (N/A) 0.004 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.091 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.2 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 101.59 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM3AI.SDF JOB TITLE: Rainier Industries, System 3, Area #1 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyV1v GatVly AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 160.0 140.0 G A 120.0 U G E P R E S S 80.0 U R E 100.0 P S 1 60.0 40.0 20.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 1000 1500 2000 2500 Note: (1) Dashed Lines 2 till lA 2A LEGEND Available pressure 104.53 psi @ 2768.1 gpm Required pressure 95.41 psi @ 2768.1 gpm Avail. OnSite Demand Press. 104.53 psi @ 2268.1 gpm til Req. OnSite Demand Press. 95.41 psi @ 2268.1 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source • • I# 2alV '£ wagsAs 3000 3500 4000 4500 5(00 FLOW (GPM) indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source N N N rn Ca 7d J w Ca Ca ro 91 H z x r� zi C) C) Ca x H r xl C H C) U H t+7 7/ Ca H tr1 X W H ro mt.R L7) m NHISXS UTZ>NIIdS DIrInVEGAH SISAIVNK SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3Al.SOF JOB TITLE: Rainier Industries, System 3, Area #1 WATER SUPPLY CURVE 156+ 143+\ I\ I \ I \ 130+ \ I \ I \ I \ 117+ I \ I \ I \ P104+ R I E I S I S 91+ U I R I E I 78+ ( I P I S I I 65+ I 52+ 39+ 26+ 0 X \ LEGEND \ It I \ I X = Required Water Supply <-20.0 psi @ 4884 gpm I 95.41 psi @ 2768.1 gpm Flow Test Point 13+ I 0 = Available Water Supply " I 104.53 psi @ 2768.1 gpm " I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Combustible Reviewing Authorities: System #3, Remote Area #2 Occupancy: SYSTEM DESIGN. Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 1.0 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY 39 Flowing Outlets GPM Required: 2745.3 PSI Required: 95.4 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow Location: Site Source of Information: City of Tukwila Water Dept. gpm Notes: Wet System is capable of providing a minimum density of 1.0/2000 ON STATE cERTI GATE OF COMPETENCY FIRE PROTECTION SPRINKLER BYSTEMa Alan Mahaffie 6788-0105-C Level 3 SimplexGrinnell, L.P. SIMPLL'9888G (.0 CV N c- Slynotura INN SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 105.2 2745.3 95.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2745.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2245.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 27.5 K= 8.00 50.0 56.6 52 27.5 K= 8.00 51.9 57.6 53 27.5 K= 8.00 55.1 59.4 54 27.5 K= 8.00 50.8 57.0 55 27.5 K= 8.00 52.7 58.1 56 27.5 K= 8.00 56.0 59.9 57 27.5 K= 8.00 49.6 56.3 58 27.5 K= 8.00 50.2 56.7 59 27.5 K= 8.00 51.2 57.2 60 27.5 K= 8.00 53.2 58.3 61 27.5 K= 8.00 49.1 56.0 62 27.5 K= 8.00 50.9 57.1 63 27.5 K= 8.00 54.1 58.8 64 27.5 K= 8.00 49.8 56.4 65 27.5 K= 8.00 51.6 57.5 66 27.5 K= 8.00 54.9 59.3 67 27.5 K= 8.00 50.6 56.9 68 27.5 K= 8.00 52.4 57.9 69 27.5 K= 8.00 55.7 59.7 70 27.5 K= 8.00 49.5 56.3 71 27.5 K= 8.00 50.1 56.6 72 27.5 K= 8.00 51.1 57.2 73 27.5 K= 8.00 53.1 58.3 74 27.5 K= 8.00 49.0 56.0 75 27.5 K= 8.00 50.8 57.0 76 27.5 K= 8.00 54.0 58.8 77 27.5 K= 8.00 49.8 56.4 78 27.5 K= 8.00 51.6 57.5 79 27.5 K= 8.00 54.9 59.3 80 27.5 K= 8.00 50.6 56.9 81 27.5 K= 8.00 52.4 57.9 82 27.5 K= 8.00 55.7 59.7 83 27.5 K= 8.00 49.6 56.3 84 27.5 K= 8.00 50.2 56.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 27.5 K= 8.00 51.2 57.2 86 27.5 K= 8.00 53.2 58.3 87 27.5 K= 8.00 49.1 56.0 88 27.5 K= 8.00 50.9 57.1 89 27.5 K= 8.00 54.1 58.8 A 24.0 - - - - 64.8 B 24.0 64.8 C 24.0 64.8 D 24.0 64.8 E 24.0 64.8 F 24.0 64.7 G 24.0 64.7 H 24.0 64.6 J 24.0 64.2 K 24.0 63.3 K1 27.5 59.2 L 24.0 63.1 Li 27.5 58.3 M 24.0 63.0 M1 27.5 58.9 N 24.0 63.0 N1 27.5 58.2 P 24.0 63.0 P1 27.5 59.0 - - - Q 24.0 63.1 Q1 27.5 58.3 R 24.0 65.2 S 24.0 65.6 T 24.0 66.2 U 24.0 66.3 ✓ 24.0 65.0 W 24.0 65.1 X 24.0 65.6 Y 24.0 65.6 Z 24.0 65.0 TOR 24.0 67.4 BOR 3.0 80.3 UG 1.0 82.8 UG1 0.0 84.6 BF1 0.0 84.9 BF2 0.0 - - - - 94.8 CITY 0.0 SOURCE 95.4 2245.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -56.6 1.380 PL 8.00 PF 1.9 51 27.5 8.0 50.0 56.6 12.1 120 FTG ---- PE 0.0 52 27.5 8.0 51.9 57.6 0.234 TL 8.00 PV Pipe: 2 -114.2 1.610 PL 8.00 PF 3.2 52 27.5 8.0 51.9 57.6 18.0 120 FTG ---- PE 0.0 53 27.5 8.0 55.1 59.4 0.406 TL 8.00 PV Pipe: 3 -173.6 2.067 PL 5.75 PF 4.1 53 27.5 8.0 55.1 59.4 16.6 120 FTG T PE 0.0 K1 27.5 0.0 59.2 0.0 0.261 TL 15.75 PV Pipe: 4 -57.0 1.380 PL 8.00 PF 1.,9 54 27.5 8.0 50.8 57.0 12.2 120 FTG ---- PE 0.0 55 27.5 8.0 52.7 58.1 0.238 TL 8.00 PV Pipe: 5 -115.1 1.610 PL 8.00 PF 3.3 55 27.5 8.0 52.7 58.1 18.1 120 FTG ---- PE 0.0 56 27.5 8.0 56.0 59.9 0.411 TL 8.00 PV Pipe: 6 -175.0 2.067 PL 2.25 PF 3.2 56 27.5 8.0 56.0 59.9 16.7 120 FTG T PE 0.0 K1 27.5 0.0 59.2 0.0 0.264 TL 12.25 PV Pipe: 7 -56.3 1.610 PL 6.00 PF 0.7 57 27.5 8.0 49.6 56.3 8.9 120 FTG ---- PE 0.0 58 27.5 8.0 50.2 56.7 0.110 TL 6.00 PV Pipe: 8 -113.0 2.067 PL 8.00 PF 0.9 58 27.5 8.0 50.2 56.7 10.8 120 FTG ---- PE 0.0 59 27.5 8.0 51.2 57.2 0.118 TL 8.00 PV Pipe: 9 -170.2 2.067 PL 8.00 PF 2.0 59 27.5 8.0 51.2 57.2 16.3 120 FTG ---- PE 0.0 60 27.5 8.0 53.2 58.3 0.251 TL 8.00 PV Pipe: 10 -228.6 2.067 PL 1.75 PF 5.1 60 27.5 8.0 53.2 58.3 21.9 120 FTG T PE 0.0 L1 27.5 0.0 58.3 0.0 0.434 TL 11.75 PV Pipe: 11 -56.0 1.380 PL 8.00 PF 1.8 61 27.5 8.0 49.1 56.0 12.0 120 FTG ---- PE 0.0 62 27.5 8.0 50.9 57.1 0.230 TL 8.00 PV Pipe: 12 -113.1 1.610 PL 8.00 PF 3.2 62 27.5 8.0 50.9 57.1 17.8 120 FTG ---- PE 0.0 63 27.5 8.0 54.1 58.8 0.398 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -172.0 2.067 PL 6.25 PF 4.2 63 27.5 8.0 54.1 58.8 16.4 120 FTG T PE 0.0 L1 27.5 0.0 58.3 0.0 0.256 TL 16.25 PV Pipe: 14 -56.4 1.380 PL 8.00 PF 1.9 64 27.5 8.0 49.8 56.4 12.1 120 FTG ---- PE 0.0 65 27.5 8.0 51.6 57.5 0.233 TL 8.00 PV Pipe: 15 -113.9 1.610 PL 8.00 PF 3.2 65 27.5 8.0 51.6 57.5 18.0 120 FTG ---- PE 0.0 66 27.5 8.0 54.9 59.3 0.404 TL 8.00 PV Pipe: 16 -173.2 2.067 PL 5.75 PF 4.1 66 27.5 8.0 54.9 59.3 16.6 120 FTG T PE 0.0 M1 27.5 0.0 58.9 0.0 0.259 TL 15.75 PV Pipe: 17 -56.9 1.380 PL 8.00 PF 1.9 67 27.5 8.0 50.6 56.9 12.2 120 FTG ---- PE 0.0 68 27.5 8.0 52.4 57.9 0.237 TL 8.00 PV Pipe: 18 -114.8 1.610 PL 8.00 PF 3.3 68 27.5 8.0 52.4 57.9 18.1 120 FTG ---- PE 0.0 69 27.5 8.0 55.7 59.7 0.410 TL 8.00 PV Pipe: 19 -174.5 2.067 PL 2.25 PF 3.2 69 27.5 8.0 55.7 59.7 16.7 120 FTG T PE 0.0 M1 27.5 0.0 58.9 0.0 0.263 TL 12.25 PV Pipe: 20 -56.3 1.610 PL 6.00 PF 0.7 70 27.5 8.0 49.5 56.3 8.9 120 FTG ---- PE 0.0 71 27.5 8.0 50.1 56.6 0.110 TL 6.00 PV Pipe: 21 -112.9 2.067 PL 8.00 PF 0.9 71 27.5 8.0 50.1 56.6 10.8 120 FTG ---- PE 0.0 72 27.5 8.0 51.1 57.2 0.118 TL 8.00 PV Pipe: 22 -170.1 2.067 PL 8.00 PF 2.0 72 27.5 8.0 51.1 57.2 16.3 120 FTG ---- PE 0.0 73 27.5 8.0 53.1 58.3 0.251 TL 8.00 PV Pipe: 23 -228.4 2.067 PL 1.75 PF 5.1 73 27.5 8.0 53.1 58.3 21.8 120 FTG T PE 0.0 N1 27.5 0.0 58.2 0.0 0.433 TL 11.75 PV Pipe: 24 -56.0 1.380 PL 8.00 PF 1.8 74 27.5 8.0 49.0 56.0 12.0 120 FTG ---- PE 0.0 75 27.5 8.0 50.8 57.0 0.230 TL 8.00 PV Pipe: 25 -113.0 1.610 PL 8.00 PF 3.2 75 27.5 8.0 50.8 57.0 17.8 120 FTG ---- PE 0.0 76 27.5 8.0 54.0 58.8 0.398 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -171.8 2.067 PL 6.25 PF 4.2 76 27.5 8.0 54.0 58.8 16.4 120 FTG T PE 0.0 N1 27.5 0.0 58.2 0.0 0.256 TL 16.25 PV Pipe: 27 -56.4 1.380 PL 8.00 PF 1.9 77 27.5 8.0 49.8 56.4 12.1 120 FTG ---- PE 0.0 78 27.5 8.0 51.6 57.5 0.233 TL 8.00 PV Pipe: 28 -113.9 1.610 PL 8.00 PF 3.2 78 27.5 8.0 51.6 57.5 18.0 120 FTG ---- PE 0.0 79 27.5 8.0 54.9 59.3 0.404 TL 8.00 PV 79 P1 Pipe: 29 -173.2 2.067 PL 5.75 PF 4.1 27.5 8.0 54.9 59.3 16.6 120 FTG T PE 0.0 27.5 0.0 59.0 0.0 0.259 TL 15.75 PV Pipe: 30 -56.9 1.380 PL 8.00 PF 1.9 80 27.5 8.0 50.6 56.9 12.2 120 FTG ---- PE 0.0 81 27.5 8.0 52.4 57.9 0.237 TL 8.00 PV Pipe: 31 -114.8 1.610 PL 8.00 PF 3.3 81 27.5 8.0 52.4 57.9 18.1 120 FTG ---- PE 0.0 82 27.5 8.0 55.7 59.7 0.410 TL 8.00 PV Pipe: 32 -174.5 2.067 PL 2.25 PF 3.2 82 27.5 8.0 55.7 59.7 16.7 120 FTG T PE 0.0 P1 27.5 0.0 59.0 0.0 0.263 TL 12.25 PV Pipe: 33 -56.3 1.610 PL 6.00 PF 0.7 83 27.5 8.0 49.6 56.3 8.9 120 FTG ---- PE 0.0 84 27.5 8.0 50.2 56.7 0.110 TL 6.00 PV Pipe: 34 -113.0 2.067 PL 8.00 PF 0.9 84 27.5 8.0 50.2 56.7 10.8 120 FTG ---- PE 0.0 85 27.5 8.0 51.2 57.2 0.118 TL 8.00 PV Pipe: 35 -170.2 2.067 PL 8.00 PF 2.0 85 27.5 8.0 51.2 57.2 16.3 120 FTG ---- PE 0.0 86 27.5 8.0 53.2 58.3 0.251 TL 8.00 PV Pipe: 36 -228.6 2.067 PL 1.75 PF 5.1 86 27.5 8.0 53.2 58.3 21.9 120 FTG T PE 0.0 Q1 27.5 0.0 58.3 0.0 0.434 TL 11.75 PV Pipe: 37 -56.0 1.380 PL 8.00 PF 1.8 87 27.5 8.0 49.1 56.0 12.0 120 FTG ---- PE 0.0 88 27.5 8.0 50.9 57.1 0.230 TL 8.00 PV Pipe: 38 -113.1 1.610 PL 8.00 PF 3.2 88 27.5 8.0 50.9 57.1 17.8 120 FTG ---- PE 0.0 89 27.5 8.0 54.1 58.8 0.399 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -172.0 2.067 PL 6.25 PF 4.2 89 27.5 8.0 54.1 58.8 16.4 120 FTG T PE 0.0 Q1 27.5 0.0 58.3 0.0 0.256 TL 16.25 PV Pipe: 40 -348.5 3.068 PL 3.50 PF 2.6 K1 27.5 0.0 59.2 0.0 15.1 120 FTG T PE 1.5 K 24.0 0.0 63.3 0.0 0.138 TL 18.50 PV Pipe: 41 -400.5 3.068 PL 3.50 PF 3.3 L1 27.5 0.0 58.3 0.0 17.4 120 FTG T PE 1.5 L 24.0 0.0 63.1 0.0 0.179 TL 18.50 PV Pipe: 42 -347.7 3.068 PL 3.50 PF 2.5 M1 27.5 0.0 58.9 0.0 15.1 120 FTG T PE 1.5 M 24.0 0.0 63.0 0.0 0.138 TL 18.50 PV Pipe: 43 -400.2 3.068 PL 3.50 PF 3.3 N1 27.5 0.0 58.2 0.0 17.4 120 FTG T PE 1.5 N 24.0 0.0 63.0 0.0 0.179 TL 18.50 PV Pipe: 44 -347.7 3.068 PL 3.50 PF 2.5 P1 27.5 0.0 59.0 0.0 15.1 120 FTG T PE 1.5 P 24.0 0.0 63.0 0.0 0.138 TL 18.50 PV Pipe: 45 -400.6 3.068 PL 3.50 PF 3.3 Q1 27.5 0.0 58.3 0.0 17.4 120 FTG T PE 1.5 Q 24.0 0.0 63.1 0.0 0.179 TL 18.50 PV Pipe: 46 553.4 7.981 PL 1.25 PF 0.0 A 24.0 0.0 64.8 0.0 3.5 120 FTG ---- PE 0.0 B 24.0 0.0 64.8 0.0 0.003 TL 1.25 PV Pipe: 47 553.4 7.981 PL 7.00 PF 0.0 B 24.0 0.0 64.8 0.0 3.5 120 FTG ---- PE 0.0 C 24.0 0.0 64.8 0.0 0.003 TL 7.00 PV Pipe: 48 553.4 7.981 PL 7.00 PF 0.0 C 24.0 0.0 64.8 0.0 3.5 120 FTG ---- PE 0.0 D 24.0 0.0 64.8 0.0 0.003 TL 7.00 PV Pipe: 49 553.4 7.981 PL 7.00 PF 0.0 D 24.0 0.0 64.8 0.0 3.5 120 FTG ---- PE 0.0 E 24.0 0.0 64.8 0.0 0.003 TL 7.00 PV Pipe: 50 553.4 7.981 PL 7.00 PF 0.0 E 24.0 0.0 64.8 0.0 3.5 120 FTG ---- PE 0.0 F 24.0 0.0 64.7 0.0 0.003 TL 7.00 PV Pipe: 51 553.4 7.981 PL 7.00 PF 0.0 F 24.0 0.0 64.7 0.0 3.5 120 FTG ---- PE 0.0 G 24.0 0.0 64.7 0.0 0.003 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 553.4 7.981 PL 38.67 PF 0.2 G 24.0 0.0 64.7 0.0 3.5 120 FTG L PE 0.0 H 24.0 0.0 64.6 0.0 0.003 TL 51.67 PV Pipe: 53 553.4 6.065 PL 3.92 PF 0.4 H 24.0 0.0 64.6 0.0 6.1 120 FTG T PE 0.0 J 24.0 0.0 64.2 0.0 0.012 TL 33.92 PV Pipe: 54 1282.1 6.065 PL 15.50 PF 0.9 J 24.0 0.0 64.2 0.0 14.2 120 FTG ---- PE 0.0 K 24.0 0.0 63.3 0.0 0.056 TL 15.50 PV Pipe: 55 933.5 6.065 PL 7.00 PF 0.2 K 24.0 0.0 63.3 0.0 10.4 120 FTG ---- PE 0.0 L 24.0 0.0 63.1 0.0 0.031 TL 7.00 PV Pipe: 56 533.0 6.065 PL 7.00 PF 0.1 L 24.0 0.0 63.1 0.0 5.9 120 FTG ---- PE 0.0 M 24.0 0.0 63.0 0.0 0.011 TL 7.00 PV Pipe: 57 185.3 6.065 PL 7.00 PF 0.0 M 24.0 0.0 63.0 0.0 2.1 120 FTG ---- PE 0.0 N 24.0 0.0 63.0 0.0 0.002 TL 7.00 PV Pipe: 58 -214.9 6.065 PL 7.00 PF 0.0 N 24.0 0.0 63.0 0.0 2.4 120 FTG ---- PE 0.0 P 24.0 0.0 63.0 0.0 0.002 TL 7.00 PV Pipe: 59 -562.7 6.065 PL 7.00 PF 0.1 P 24.0 0.0 63.0 0.0 6.2 120 FTG ---- PE 0.0 Q 24.0 0.0 63.1 0.0 0.012 TL 7.00 PV Pipe: 60 -963.2 6.065 PL 55.58 PF 2.1 Q 24.0 0.0 63.1 0.0 10.7 120 FTG L PE 0.0 R 24.0 0.0 65.2 0.0 0.033 TL 64.58 PV Pipe: 61 -963.2 7.981 PL 47.83 PF 0.4 R 24.0 0.0 65.2 0.0 6.2 120 FTG ---- PE 0.0 S 24.0 0.0 65.6 0.0 0.009 TL 47.83 PV Pipe: 62 -1237.9 7.981 PL 44.12 PF 0.6 S 24.0 0.0 65.6 0.0 7.9 120 FTG ---- PE 0.0 T 24.0 0.0 66.2 0.0 0.014 TL 44.12 PV Pipe: 63 -1539.4 7.981 PL 3.33 PF 0.1 T 24.0 0.0 66.2 0.0 9.9 120 FTG ---- PE 0.0 U 24.0 0.0 66.3 0.0 0.021 TL 3.33 PV Pipe: 64 -553.4 7.981 PL 48.83 PF 0.2 A 24.0 0.0 64.8 0.0 3.5 120 FTG L PE 0.0 Z 24.0 0.0 65.0 0.0 0.003 TL 61.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -596.0 7.981 PL 127.42 PF 0.6 Z 24.0 0.0 65.0 0.0 3.8 120 FTG 3L PE 0.0 Y 24.0 0.0 65.6 0.0 0.004 TL 166.42 PV Pipe: 66 -705.9 7.981 PL 106.00 PF 0.7 Y 24.0 0.0 65.6 0.0 4.5 120 FTG T PE 0.0 U 24.0 0.0 66.3 0.0 0.005 TL 141.00 PV Pipe: 67 42.6 7.981 PL 75.92 PF 0.0 Z 24.0 0.0 65.0 0.0 0.3 120 FTG 2T PE 0.0 ✓ 24.0 0.0 65.0 0.0 0.000 TL 145.92 PV Pipe: 68 -686.1 6.065 PL 4.00 PF 0.1 ✓ 24.0 0.0 65.0 0.0 7.6 120 FTG ---- PE 0.0 W 24.0 0.0 65.1 0.0 0.018 TL 4.00 PV Pipe: 69 -274.6 6.065 PL 106.00 PF 0.5 W 24.0 0.0 65.1 0.0 3.1 120 FTG 2T PE 0.0 S 24.0 0.0 65.6 0.0 0.003 TL 166.00 PV Pipe: 70 -728.7 6.065 PL 43.83 PF 0.9 J 24.0 0.0 64.2 0.0 8.1' 120 FTG ---- PE 0.0 ✓ 24.0 0.0 65.0 0.0 0.020 TL 43.83 PV Pipe: 71 -411.5 6.065 PL 44.12 PF 0.5 W 24.0 0.0 65.1 0.0 4.6 120 FTG T PE 0.0 X 24.0 0.0 65.6 0.0 0.007 TL 74.12 PV Pipe: 72 -109.9 6.065 PL 3.33 PF 0.0 X 24.0 0.0 65.6 0.0 1.2 120 FTG T PE 0.0 Y 24.0 0.0 65.6 0.0 0.001 TL 33.33 PV Pipe: 73 -301.5 6.065 PL 106.00 PF 0.6 X 24.0 0.0 65.6 0.0 3.3 120 FTG 2T PE 0.0 T 24.0 0.0 66.2 0.0 0.004 TL 166.00 PV Pipe: 74 -2245.3 7.981 PL 14.08 PF 1.1 U 24.0 0.0 66.3 0.0 14.4 120 FTG L PE 0.0 TOR 24.0 0.0 67.4 0.0 0.041 TL 27.08 PV Pipe: 75 -2245.3 7.981 PL 21.00 PF 3.8 TOR 24.0 0.0 67.4 0.0 14.4 120 FTG TGA PE 9.1 BOR 3.0 0.0 80.3 0.0 0.041 TL 91.00 PV Pipe: 76 -2245.3 7.981 PL 6.00 PF 1.7 BOR 3.0 0.0 80.3 0.0 14.4 120 FTG T PE 0.9 UG 1.0 0.0 82.8 0.0 0.041 TL 41.00 PV Pipe: 77 -2245.3 11.938 PL 186.00 PF 1.4 UG 1.0 0.0 82.8 0.0 6.4 140 FTG T2L PE 0.4 UG1 0.0 0.0 84.6 0.0 0.004 TL 313.68 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 -2245.3 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 84.6 0.0 6.4 140 FTG ---- PE 0.0 BF1 0.0 0.0 84.9 0.0 0.004 TL 50.00 PV Pipe: 79 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 94.8 0.0 10.0 psi, 2245.3 gpm BF1 0.0 0.0 84.9 0.0 Pipe: 80 -2245.3 11.938 PL 50.00 PF 0.6 BF2 0.0 0.0 94.8 0.0 6.4 140 FTG TG PE 0.0 CITY 0.0 SRCE 95.4 (N/A) 0.004 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.092 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.9 ft/sec at pipe 36. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 102.10 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 160.0 140.0 G A 120.0 U G E P R E S S 80.0 U R E 100.0 p S 1 60.0 40.0 WATER SUPPLY, ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 0.0 -14.7 1 2 LEGEND Available pressure 105.22 psi 9 2745.3 gpm Required pressure 95.45 psi 9 2745.3 gpm 1A 111 Avail. OnSite Demand Press. 105.22 psi 9 2245.3 gpm 2A 111 Req. OnSite Demand Press. 95.45 psi 9 2245.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source Z# 291v 'S wagsAS 1 0 1500 2(00 2500 3000 3500 4000 4500 5(00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source N N N rn Ca Arkw w Ca Ca Ca z x Ca 7s cn n x t1 Ca Pzi C) H H til cn ;U w H C�7 Ca w Ca N rd • B �t.Q 0 N WTZSAS 2437INIEdS 3Y-InV UXH SISAZKNK SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM3A2.SDF JOB TITLE: Rainier Industries, System 3, Area #2 WATER SUPPLY CURVE 156+ 0 E I \ S I X S 91+ U I R E I \ 78+ \ ( I \ P I \ S I \ I 65+ \ I 52+ \ 39+ \ 26+ LEGEND \ 11 I X = Required Water Supply <-20.0 psi @ 4884 gpm I 95.45 psi @ 2745.3 gpm Flow Test Point 13+ I 0 = Available Water Supply " I 105.22 psi @ 2745.3 gpm " I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffi Calculated By: SimplexGrinnell Construction: Combustible Reviewing Authorities: SYSTEM DESIGN A System #2, Remote Area #2 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 062011 occupacy: City of Tukwila BU L Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 1.0 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY 39 Flowing Outlets GPM Required: 2786.1 PSI Required: 100.1 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 150.0 psi Residual Pres 20.0 psi At a Flow of 4884 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow qpm Location: Site Source of Information: City of Tukwila Water Dept. Notes: Wet System is capable of providing a minimum density of 1.0/2000 RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMA Alan Mahaffie 6788-0105-C Level 3 SimplexGrinnell, L.P. SIM PLL*98813G co N 6q Ip Expireb 1231 CORRECTION LTR# 1 \S.)\ 6-n? (a(a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 104.6 2766.9 94.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2766.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2266.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 27.5 K= 8.00 49.0 56.0 2 27.5 K= 8.00 49.9 56.5 3 27.5 K= 8.00 53.0 58.3 4 27.5 K= 8.00 49.9 56.5 5 27.5 K= 8.00 50.7 57.0 6 27.5 K= 8.00 53.9 58.8 7 27.5 K= 8.00 51.4 57.3 8 27.5 K= 8.00 52.3 57.8 9 27.5 K= 8.00 55.6 59.6 10 27.5 K= 8.00 50.7 56.9 11 27.5 K= 8.00 51.3 57.3 12 27.5 K= 8.00 54.6 59.1 13 27.6 K= 8.00 50.4 56.8 14 27.6 K= 8.00 51.3 57.3 15 27.6 K= 8.00 54.6 59.1 16 27.6 K= 8.00 51.3 57.3 17 27.6 K= 8.00 52.2 57.8 18 27.6 K= 8.00 55.5 59.6 19 27.7 K= 8.00 51.3 57.3 20 27.7 K= 8.00 52.2 57.8 21 27.7 K= 8.00 55.5 59.6 22 27.7 K= 8.00 50.6 56.9 23 27.7 K= 8.00 51.3 57.3 24 27.7 K= 8.00 54.5 59.1 25 27.8 K= 8.00 50.4 56.8 26 27.8 K= 8.00 51.3 57.3 27 27.8 K= 8.00 54.5 59.1 28 27.8 K= 8.00 51.3 57.3 29 27.8 K= 8.00 52.2 57.8 30 27.8 K= 8.00 55.5 59.6 31 27.8 K= 8.00 51.3 57.3 32 27.8 K= 8.00 52.2 57.8 33 27.8 K= 8.00 55.5 59.6 34 27.8 K= 8.00 50.6 56.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27.8 K= 8.00 51.3 57.3 36 27.8 K= 8.00 54.5 59.1 37 27.9 K= 8.00 59.9 61.9 38 27.9 K= 8.00 57.9 60.8 39 27.9 K= 8.00 58.9 61.4 A 24.0 - - - - 62.8 - - - Al 27.5 57.0 B 24.0 - -. - - 62.8 B1 27.5 58.8 C 24.0 62.8 Cl 27.6 58.7 D 24.0 62.8 D1 27.7 58.7 E 24.0 62.8 El 27.8 58.6 F 24.0 62.9 Fl 27.8 58.6 G 24.0 63.0 G1 27.9 60.5 H 24.0 63.6 J 24.0 63.6 K 24.0 63.7 L 24.0 63.7 M 24.0 63.8 N 24.0 63.8 P 24.0 65.4 TOR 24.0 68.3 BOR 3.0 81.2 UG 1.0 82.2 UG1 0.0 84.0 BF1 0.0 84.2 BF2 0.0 - - - - 94.2 - - - CITY 0.0 SOURCE 94.9 2266.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -56.0 1.610 PL 8.00 PF 0.9 1 27.5 8.0 49.0 56.0 8.8 120 FTG ---- PE 0.0 2 27.5 8.0 49.9 56.5 0.109 TL 8.00 PV Pipe: 2 -112.5 1.610 PL 8.00 PF 3.2 2 27.5 8.0 49.9 56.5 17.7 120 FTG ---- PE 0.0 3 27.5 8.0 53.0 58.3 0.394 TL 8.00 PV Pipe: 3 -170.7 2.067 PL 5.92 PF 4.0 3 27.5 8.0 53.0 58.3 16.3 120 FTG T PE 0.0 Al 27.5 0.0 57.0 0.0 0.253 TL 15.92 PV Pipe: 4 -56.5 1.610 PL 8.00 PF 0.9 4 27.5 8.0 49.9 56.5 8.9 120 FTG ---- PE 0.0 5 27.5 8.0 50.7 57.0 0.110 TL 8.00 PV Pipe: 5 -113.5 1.610 PL 8.00 PF 3.2 5 27.5 8.0 50.7 57.0 17.9 120 FTG ---- PE 0.0 6 27.5 8.0 53.9 58.8 0.401 TL 8.00 PV Pipe: 6 -172.2 2.067 PL 2.08 PF 3.1 6 27.5 8.0 53.9 58.8 16.5 120 FTG T PE 0.0 Al 27.5 0.0 57.0 0.0 0.257 TL 12.08 PV Pipe: 7 -57.3 1.610 PL 8.00 PF 0.9 7 27.5 8.0 51.4 57.3 9.0 120 FTG ---- PE 0.0 8 27.5 8.0 52.3 57.8 0.113 TL 8.00 PV Pipe: 8 -115.2 1.610 PL 8.00 PF 3.3 8 27.5 8.0 52.3 57.8 18.2 120 FTG ---- PE 0.0 9 27.5 8.0 55.6 59.6 0.412 TL 8.00 PV Pipe: 9 -174.8 2.067 PL 2.00 PF 3.2 9 27.5 8.0 55.6 59.6 16.7 120 FTG T PE 0.0 B1 27.5 0.0 58.8 0.0 0.264 TL 12.00 PV Pipe: 10 -56.9 1.610 PL 6.00 PF 0.7 10 27.5 8.0 50.7 56.9 9.0 120 FTG ---- PE 0.0 11 27.5 8.0 51.3 57.3 0.112 TL 6.00 PV Pipe: 11 -114.3 1.610 PL 8.00 PF 3.2 11 27.5 8.0 51.3 57.3 18.0 120 FTG ---- PE 0.0 12 27.5 8.0 54.6 59.1 0.406 TL 8.00 PV 12 Bi Pipe: 12 -173.4 2.067 PL 6.00 PF 4.2 27.5 8.0 54.6 59.1 16.6 120 FTG T PE 0.0 27.5 0.0 58.8 0.0 0.260 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -56.8 1.610 PL 8.00 PF 0.9 13 27.6 8.0 50.4 56.8 9.0 120 FTG ---- PE 0.0 14 27.6 8.0 51.3 57.3 0.111 TL 8.00 PV Pipe: 14 -114.1 1.610 PL 8.00 PF 3.2 14 27.6 8.0 51.3 57.3 18.0 120 FTG ---- PE 0.0 15 27.6 8.0 54.6 59.1 0.405.TL 8.00 PV Pipe: 15 -173.2 2.067 PL 6.00 PF 4.2 15 27.6 8.0 54.6 59.1 16.6 120 FTG T PE 0.0 Cl 27.6 0.0 58.7 0.0 0.260 TL 16.00 PV Pipe: 16 -57.3 1.610 PL 8.00 PF 0.9 16 .27.6 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 17 27.6 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 17 -115.1 1.610 PL 8.00 PF 3.3 17 27.6 8.0 52.2 57.8 18.1 120 FTG ---- PE 0.0 18 27.6 8.0 55.5 59.6 0.412 TL 8.00 PV Pipe: 18 -174.8 2.067 PL 2.00 PF 3.2 18 27.6 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 Cl 27.6 0.0 58.7 0.0 0.264 TL 12.00 PV Pipe: 19 -57.3 1.610 PL 8.00 PF 0.9 19 27.7 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 20 27.7 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 20 -115.1 1.610 PL 8.00 PF 3.3 20 27.7 8.0 52.2 57.8 18.1 120 FTG ---- PE 0.0 21 27.7 8.0 55.5 59.6 0.411 TL 8.00 PV Pipe: 21 -174.7 2.067 PL 2.00 PF 3.2 21 27.7 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 Dl 27.7 0.0 58.7 0.0 0.264 TL 12.00 PV Pipe: 22 -56.9 1.610 PL 6.00 PF 0.7 22 27.7 8.0 50.6 56.9 9.0 120 FTG ---- PE 0.0 23 27.7 8.0 51.3 57.3 0.112 TL 6.00 PV Pipe: 23 -114.2 1.610 PL 8.00 PF 3.2 23 27.7 8.0 51.3 57.3 18.0 120 FTG ---- PE 0.0 24 27.7 8.0 54.5 59.1 0.405 TL 8.00 PV 24 Dl Pipe: 24 -173.2 2.067 PL 6.00 PF 4.2 27.7 8.0 54.5 59.1 16.6 120 FTG T PE 0.0 27.7 0.0 58.7 0.0 0.260 TL 16.00 PV Pipe: 25 -56.8 1.610 PL 8.00 PF 0.9 25 27.8 8.0 50.4 56.8 8.9 120 FTG ---- PE 0.0 26 27.8 8.0 51.3 57.3 0.111 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -114.0 1.610 PL 8.00 PF 3.2 26 27.8 8.0 51.3 57.3 18.0 120 FTG ---- PE 0.0 27 27.8 8.0 54.5 59.1 0.405 TL 8.00 PV Pipe: 27 -173.1 2.067 PL 6.00 PF 4.1 27 27.8 8.0 54.5 59.1 16.6 120 FTG T PE 0.0 El 27.8 0.0 58.6 0.0 0.259 TL 16.00 PV Pipe: 28 -57.3 1.610 PL 8.00 PF 0.9 28 27.8 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 29 27.8 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 29 -115.1 1.610 PL 8.00 PF 3.3 29 27.8 8.0 52.2 57.8 18.1 120 FTG ---- PE 0:0 30 27.8 8.0 55.5 59.6 0.411 TL 8.00 PV 30 El Pipe: 30 -174.7 2.067 PL 2.00 PF 3.2 27.8 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 27.8 0.0 58.6 0.0 0.264 TL 12.00 PV Pipe: 31 -57.3 1.610 PL 8.00 PF 0.9 31 - 27.8 8.0 51.3 57.3 9.0 120 FTG ---- PE 0.0 32 27.8 8.0 52.2 57.8 0.113 TL 8.00 PV Pipe: 32 -115.1 1.610 PL 8.00 PF 3.3 32 27.8 8.0 52.2 57.8 18.1 120 FTG ---- PE 0.0 33 27.8 8.0 55.5 59.6 0.411 TL 8.00 PV 33 Fl Pipe: 33 -174.7 2.067 PL 2.00 PF 3.2 27.8 8.0 55.5 59.6 16.7 120 FTG T PE 0.0 27.8 0.0 58.6 0.0 0.264 TL 12.00 PV Pipe: 34 -56.9 1.610 PL 6.00 PF 0.7 34 27.8 8.0 50.6 56.9 9.0 120 FTG ---- PE 0.0 35 27.8 8.0 51.3 57.3 0.112 TL 6.00 PV Pipe: 35 -114.2 1.610 PL 8.00 PF 3.2 35 27.8 8.0 51.3 57.3 18.0 120 FTG --- PE 0.0 36 27.8 8.0 54.5 59.1 0.405 TL 8.00 PV 36 Fl Pipe: 36 -173.2 2.067 PL 6.00 PF 4.2 27.8 8.0 54.5 59.1 16.6 120 FTG T PE 0.0 27.8 0.0 58.6 0.0 0.260 TL 16.00 PV Pipe: 37 -61.9 2.067 PL 6.00 PF 0.6 37 27.9 8.0 59.9 61.9 5.9 120 FTG T PE 0.0 G1 27.9 0.0 60.5 0.0 0.039 TL 16.00 PV Pipe: 38 -60.8 1.610 PL 8.00 PF 1.0 38 27.9 8.0 57.9 60.8 9.6 120 FTG ---- PE 0.0. 39 27.9 8.0 58.9 61.4 0.127 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -122.2 2.067 PL 2.00 PF 1.6 39 27.9 8.0 58.9 61.4 11.7 120 FTG T PE 0.0 G1 27.9 0.0 60.5 0.0 0.136 TL 12.00 PV Pipe: 40 -343.0 3.068 PL 9.75 PF 4.3 Al 27.5 0.0 57.0 0.0 14.9 120 FTG ET PE 1.5 A 24.0 0.0 62.8 0.0 0.134 TL 31.75 PV Pipe: 41 -348.2 3.068 PL 3.50 PF 2.6 B1 27.5 0.0 58.8 0.0 15.1 120 FTG T PE 1.5 B 24.0 0.0 62.8 0.0 0.138 TL 18.50 PV Pipe: 42 -348.0 3.068 PL 3.58 PF 2.6 Cl 27.6 0.0 58.7 0.0 15.1 120 FTG T PE 1.6 C 24.0 0.0 62.8 0.0 0.138 TL 18.58 PV Pipe: 43 -347.9 3.068 PL 3.67 PF 2.6 Dl 27.7 0.0 58.7 0.0 15.1 120 FTG T PE 1.6 D 24.0 0.0 62.8 0.0 0.138 TL 18.67 PV Pipe: 44 -347.8 3.068 PL 3.75 PF. 2.6 El 27.8 0.0 58.6 0.0 15.1 120 FTG T PE 1.6 E 24.0 0.0 62.8 0.0 0.138 TL 18.75 PV Pipe: 45 -347.9 3.068 PL 3.83 PF 2.6 Fl 27.8 0.0 58.6 0.0 15.1 120 FTG T PE 1.7 F 24.0 0.0 62.9 0.0 0.138 TL 18.83 PV Pipe: 46 -184.1 3.068 PL 3.92 PF 0.8 Gl 27.9 0.0 60.5 0.0 8.0 120 FTG T PE 1.7 G 24.0 0.0 63.0 0.0 0.042 TL 18.92 PV Pipe: 47 488.4 7.981 PL 0.75 PF 0.0 A 24.0 0.0 62.8 0.0 3.1 120 FTG ---- PE 0.0 B 24.0 0.0 62.8 0.0 0.002 TL 0.75 PV Pipe: 48 140.2 7.981 PL 7.00 PF 0.0 B 24.0 0.0 62.8 0.0 0.9 120 FTG ---- PE 0.0 C 24.0 0.0 62.8 0.0 0.000 TL 7.00 PV Pipe: 49 -207.7 7.981 PL 7.00 PF 0.0 C 24.0 0.0 62.8 0.0 1.3 120 FTG ---- PE 0.0 D 24.0 0.0 62.8 0.0 0.001 TL 7.00 PV Pipe: 50 -555.7 7.981 PL 7.00 PF 0.0 D 24.0 0.0 62.8 0.0 3.6 120 FTG ---- PE 0.0 E 24.0 0.0 62.8 0.0 0.003 TL 7.00 PV Pipe: 51 -903.5 7.981 PL 7.00 PF 0.1 E 24.0 0.0 62.8 0.0 5.8 120 FTG ---- PE 0.0 F 24.0 0.0 62.9 0.0 0.008 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -1251.4 7.981 PL 7.00 PF 0.1 F 24.0 0.0 62.9 0.0 8.0 120 FTG ---- PE 0.0 G 24.0 0.0 63.0 0.0 0.014 TL 7.00 PV Pipe: 53 -1435.5 7.981 PL 131.33 PF 2.4 G 24.0 0.0 63.0 0.0 9.2 120 FTG ---- PE 0.0 P 24.0 0.0 65.4 0.0 0.018 TL 131.33 PV Pipe: 54 -831.4 7.981 PL 51.75 PF 0.8 A 24.0 0.0 62.8 0.0 5.3 120 FTG 2T PE 0.0 H 24.0 0.0 63.6 0.0 0.007 TL 121.75 PV Pipe: 55 -831.4 7.981 PL 0.75 PF 0.0 H 24.0 0.0 63.6 0.0 5.3 120 FTG ---- PE 0.0 J 24.0 0.0 63.6 0.0 0.007 TL 0.75 PV Pipe: 56 -831.4 7.981 PL 7.00 PF 0.0 J 24.0 0.0 63.6 0.0 5.3 120 FTG ---- PE 0.0 K 24.0 0.0 63.7 0.0 0.007 TL 7.00 PV Pipe: 57 -831.4 7.981 PL 7.00 PF 0.0 K 24.0 0.0 63.7 0.0 5.3 120 FTG ---- PE 0.0 L 24.0 0.0 63.7 0.0 0.007 TL 7.00 PV Pipe: 58 -831.4 7.981 PL 7.00 PF 0.0 L 24.0 0.0 63.7 0.0 5.3 120 FTG ---- PE 0.0 M 24.0 0.0 63.8 0.0 0.007 TL 7.00 PV Pipe: 59 -831.4 7.981 PL 7.00 PF 0.0 M 24.0 0.0 63.8 0.0 5.3 120 FTG ---- PE 0.0 N 24.0 0.0 63.8 0.0 0.007 TL 7.00 PV Pipe: 60 -831.4 7.981 PL 188.62 PF 1.6 N 24.0 0.0 63.8 0.0 5.3 120 FTG TL PE 0.0 P 24.0 0.0 65.4 0.0 0.007 TL 236.62 PV Pipe: 61 -2266.9 7.981 PL 44.42 PF 3.0 P 24.0 0.0 65.4 0.0 14.5 120 FTG 2L PE 0.0 TOR 24.0 0.0 68.3 0.0 0.042 TL 70.42 PV Pipe: 62 -2266.9 7.981 PL 21.00 PF 3.8 TOR 24.0 0.0 68.3 0.0 14.5 120 FTG TGA PE 9.1 BOR 3.0 0.0 81.2 0.0 0.042 TL 91.00 PV Pipe: 63 -2266.9 7.981 PL 2.00 PF 0.1 BOR 3.0 0.0 81.2 0.0 14.5 120 FTG ---- PE 0.9 UG 1.0 0.0 82.2 0.0 0.042 TL 2.00 PV Pipe: 64 -2266.9 11.938 PL 186.00 PF 1.4 UG 1.0 0.0 82.2 0.0 6.5 140 FTG T2L PE 0.4 UG1 0.0 0.0 84.0 0.0 0.004 TL 313.68 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -2266.9 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 84.0 0.0 6.5 140 FTG ---- PE 0.0 BF1 0.0 0.0 84.2 0.0 0.004 TL 50.00 PV Pipe: 66 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 94.2 0.0 10.0 psi, 2266.9 gpm BF1 0.0 0.0 84.2 0.0 Pipe: 67 -2266.9 11.938 PL 50.00 PF 0.6 BF2 0.0 0.0 94.2 0.0 6.5 140 FTG TG PE 0.0 CITY 0.0 SRCE 94.9 (N/A) 0.004 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.081 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.2 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 101.41 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatViv AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 160.0 140.0 G A 120.0 U G E 100.0 P R E S S 80.0 U R E 60.0 p S 40.0 20.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 10.00 1500 2400 2500 30100 3500 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values 1 2 ti LEGEND Available pressure 104.56 psi @ 2766.9 gpm Required pressure 94.85 psi @ 2766.9 gpm lA Avail. OnSite Demand Press. 104.56 psi @ 2266.9 gpm 2A 111 Req. OnSite Demand Press. 94.85 psi @ 2266.9 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 4000 • • • • • zeTUTeE :SZZIZ gOf 'saT1;snpuI H C7 H37DNI:IdS SISTZKNV OIZIIKHQkH 4500 5400 from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2AI.SDF JOB TITLE: Rainier Industries, System 2, Area #1 WATER SUPPLY CURVE 156+ I 143+\ I\ I \ 1 \ 130+ \ I \ 1 I \ 117+ \ I \ I \ I \ P104+ 0 R 1 \ E I S I x \ S 91+ U I R I E I 78+ ( I \ P I S 1 I 65+ ) I \ I \ I \ 52+ I \ 1 I \ 39+ I \ I \ I \ 26+ LEGEND I \ I X = Required Water Supply <-20.0 psi @ 4884 gpm 1 94.85 psi @ 2766.9 gpm Flow Test Point 13+ I 0 = Available Water Supply I 104.56 psi @ 2766.9 gpm " IIt 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAINIER INDUSTRIES Location: 18375 OLYMPIC AVE SOUTH, TUKWILA, WA 98188 Drawing Date: 12-2-2016 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Combustible Reviewing Authorities: System #2, Remote Area #1 Occupancy: SYSTEM DESIGN Code: NFPA-13 Hazard: System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside. 2000 sq ft 1.0 56 sq ft 0 gpm 500 gpm Sprinkler or Nozzle Make: Firematic Model: SSU -1 K -Factor: 8.0 Temperature Rating: 165 CALCULATION SUMMARY 39 Flowing Outlets GPM Required: 2766.9 PSI Required: 94.9 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 4884 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow Location: Site Source of Information: City of Tukwila Water Dept. gpm Notes: Wet System is capable of providing a minimum density of 1.0/2000 P WASHINGTON STAVE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Alan Mahaffie 6788-0105-C Level 3 SimplexGrinnell, L.P. SIMPLL+988BG Slgnatura SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 4884.0 104.0 2786.1 100.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2786.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2286.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 27.5 K= 8.00 49.0 56.0 52 27.5 K= 8.00 49.2 56.1 53 27.5 K= 8.00 50.1 56.6 54 27.5 K= 8.00 52.1 57.7 55 27.5 K= 8.00 49.9 56.5 56 27.5 K= 8.00 50.1 56.6 57 27.5 K= 8.00 51.1 57.2 58 27.5 K= 8.00 53.1 58.3 59 27.5 K= 8.00 53.6 58.6 60 27.5 K= 8.00 53.9 58.7 61 27.5 K= 8.00 54.9 59.3 62 27.5 K= 8.00 57.1 60.4 63 27.5 K= 8.00 56.2 60.0 64 27.5 K= 8.00 56.5 60.1 65 27.5 K= 8.00 57.5 60.7 66 27.6 K= 8.00 51.4 57.3 67 27.6 K= 8.00 51.6 57.5 68 27.6 K= 8.00 52.6 58.0 69 27.6 K= 8.00 54.6 59.1 70 27.6 K= 8.00 52.2 57.8 71 27.6 K= 8.00 52.5 58.0 72 27.6 K= 8.00 53.5 58.5 73 27.6 K= 8.00 55.6 59.6 74 27.7 K= 8.00 53.5 58.5 75 27.7 K= 8.00 53.8 58.7 76 27.7 K= 8.00 54.8 59.2 77 27.7 K= 8.00 57.0 60.4 78 27.7 K= 8.00 56.1 59.9 79 27.7 K= 8.00 56.4 60.1 80 27.7 K= 8.00 57.4 60.6 81 27.8 K= 8.00 51.3 57.3 82 27.8 K= 8.00 51.5 57.4 83 27.8 K= 8.00 52.5 58.0 84 27.8 K= 8.00 54.6 59.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 27.8 K= 8.00 52.1 57.8 86 27.8 K= 8.00 52.4 57.9 87 27.8 K= 8.00 53.4 58.5 88 27.8 K= 8.00 55.5 59.6 89 27.8 K= 8.00 65.2 64.6 A 24.0 - - - - 68.7 - - - B 24.0 68.7 C 24.0 68.7 D 24.0 68.8 E 24.0 68.9 F 24.0 69.0 G 24.0 69.0 H 24.0 67.3 H1 27.5 58.6 J 24.0 67.3 J1 27.5 62.2 K 24.0 67.3 K1 27.6 61.4 L 24.0 67.3 L1 27.7 62.1 M 24.0 67.4 M1 27.8 61.3 N 24.0 67.4 N1 27.8 65.7 P 24.0 70.5 TOR 24.0 73.5 BOR 3.0 86.5 UG 1.0 87.4 UG1 0.0 89.3 BF1 0.0 89.5 BF2 0.0 - - - - 99.5 - - - CITY 0.0 SOURCE 100.1 2286.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -56.0 2.067 PL 6.00 PF 0.2 51 27.5 8.0 49.0 56.0 5.4 120 FTG ---- PE 0.0 52 27.5 8.0 49.2 56.1 0.032 TL 6.00 PV Pipe: 2 -112.1 2.067 PL 8.00 PF 0.9 52 27.5 8.0 49.2 56.1 10.7 120 FTG ---- PE 0.0 53 27.5 8.0 50.1 56.6 0.116 TL 8.00 PV Pipe: 3 -168.7 2.067 PL 8.00 PF 2.0 53 27.5 8.0 50.1 56.6 16.1 120 FTG ---- PE 0.0 54 27.5 8.0 52.1 57.7 0.247 TL 8.00 PV Pipe: 4 -226.5 2.067 PL 5.25 PF 6.5 54 27.5 8.0 52.1 57.7 21.7 120 FTG T PE 0.0 H1 27.5 0.0 58.6 0.0 0.426 TL 15.25 PV Pipe: 5 -56.5 2.067 PL 8.00 PF 0.3 55 27.5 8.0 49.9 56.5 5.4 120 FTG ---- PE 0.0 56 27.5 8.0 50.1 56.6 0.033 TL 8.00 PV Pipe: 6 -113.1 2.067 PL 8.00 PF 0.9 56 27.5 8.0 50.1 56.6 10.8 120 FTG ---- PE 0.0 57 27.5 8.0 51.1 57.2 0.118 TL 8.00 PV Pipe: 7 -170.3 2.067 PL 8.00 PF 2.0 57 27.5 8.0 51.1 57.2 16.3 120 FTG ---- PE 0.0 58 27.5 8.0 53.1 58.3 0.252 TL 8.00 PV Pipe: 8 -228.6 2.067 PL 2.75 PF 5.5 58 27.5 8.0 53.1 58.3 21.9 120 FTG T PE 0.0 H1 27.5 0.0 58.6 0.0 0.434 TL 12.75 PV Pipe: 9 -58.6 2.067 PL 8.00 PF 0.3 59 27.5 8.0 53.6 58.6 5.6 120 FTG ---- PE 0.0 60 27.5 8.0 53.9 58.7 0.035 TL 8.00 PV Pipe: 10 -117.3 2.067 PL 8.00 PF 1.0 60 27.5 8.0 53.9 58.7 11.2 120 FTG ---- PE 0.0 61 27.5 8.0 54.9 59.3 0.126 TL 8.00 PV Pipe: 11 -176.6 2.067 PL 8.00 PF 2.2 61 27.5 8.0 54.9 59.3 16.9 120 FTG ---- PE 0.0 62 27.5 8.0 57.1 60.4 0.269 TL 8.00 PV Pipe: 12 -237.0 2.067 PL 1.17 PF 5.2 62 27.5 8.0 57.1 60.4 22.7 120 FTG T PE 0.0 J1 27.5 0.0 62.2 0.0 0.464 TL 11.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -60.0 2.067 PL 8.00 PF 0.3 63 27.5 8.0 56.2 60.0 5.7 120 FTG ---- PE 0.0 64 27.5 8.0 56.5 60.1 0.036 TL 8.00 PV Pipe: 14 -120.1 2.067 PL 8.00 PF 1.1 64 27.5 8.0 56.5 60.1 11.5 120 FTG ---- PE 0.0 65 27.5 8.0 57.5 60.7 0.132 TL 8.00 PV Pipe: 15 -180.7 2.067 PL 6.83 PF 4.7 65 27.5 8.0 57.5 60.7 17.3 120 FTG T PE 0.0 J1 27.5 0.0 62.2 0.0 0.281 TL 16.83 PV Pipe: 16 -57.3 2.067 PL 6.00 PF 0.2 66 27.6 8.0 51.4 57.3 5.5 120 FTG ---- PE 0.0 67 27.6 8.0 51.6 57.5 0.034 TL 6.00 PV Pipe: 17 -114.8 2.067 PL 8.00 PF 1.0 67 27.6 8.0 51.6 57.5 11.0 120 FTG ---- PE 0.0 68 27.6 8.0 52.6 58.0 0.121 TL 8.00 PV Pipe: 18 -172.8 2.067 PL 8.00 PF 2.1 68 27.6 8.0 52.6 58.0 16.5 120 FTG ---- PE 0.0 69 27.6 8.0 54.6 59.1 0.258 TL 8.00 PV Pipe: 19 -231.9 2.067 PL 5.17 PF 6.8 69 27.6 8.0 54.6 59.1 22.2 120 FTG T PE 0.0 K1 27.6 0.0 61.4 0.0 0.445 TL 15.17 PV Pipe: 20 -57.8 2.067 PL 8.00 PF 0.3 70 27.6 8.0 52.2 57.8 5.5 120 FTG ---- PE 0.0 71 27.6 8.0 52.5 58.0 0.034 TL 8.00 PV Pipe: 21 -115.8 2.067 PL 8.00 PF 1.0 71 27.6 8.0 52.5 58.0 11.1 120 FTG ---- PE 0.0 72 27.6 8.0 53.5 58.5 0.123 TL 8.00 PV Pipe: 22 -174.3 2.067 PL 8.00 PF 2.1 72 27.6 8.0 53.5 58.5 16.7 120 FTG ---- PE 0.0 73 27.6 8.0 55.6 59.6 0.262 TL 8.00 PV Pipe: 23 -233.9 2.067 PL 2.83 PF 5.8 73 27.6 8.0 55.6 59.6 22.4 120 FTG T PE 0.0 K1 27.6 0.0 61.4 0.0 0.452 TL 12.83 PV Pipe: 24 -58.5 2.067 PL 8.00 PF 0.3 74 27.7 8.0 53.5 58.5 5.6 120 FTG ---- PE 0.0 75 27.7 8.0 53.8 58.7 0.035 TL 8.00 PV Pipe: 25 -117.2 2.067 PL 8.00 PF 1.0 75 27.7 8.0 53.8 58.7 11.2 120 FTG ---- PE 0.0 76 27.7 8.0 54.8 59.2 0.126 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2016SR#37370098\SPRINKLER\CALLS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -176.4 2.067 PL 8.00 PF 2.1 76 27.7 8.0 54.8 59.2 16.9 120 FTG ---- PE 0.0 77 27.7 8.0 57.0 60.4 0.269 TL 8.00 PV Pipe: 27 -236.8 2.067 PL 1.17 PF 5.2 77 27.7 8.0 57.0 60.4 22.6 120 FTG T PE 0.0 L1 27.7 0.0 62.1 0.0 0.463 TL 11.17 PV Pipe: 28 -59.9 2.067 PL 8.00 PF 0.3 78 27.7 8.0 56.1 59.9 5.7 120 FTG ---- PE 0.0 79 27.7 8.0 56.4 60.1 0.036 TL 8.00 PV Pipe: 29 -120.0 2.067 PL 8.00 PF 1.1 79 27.7 8.0 56.4 60.1 11.5 120 FTG ---- PE 0.0 80 27.7 8.0 57.4 60.6 0.132 TL 8.00 PV Pipe: 30 -180.6 2.067 PL 6.83 PF 4.7 80 27.7 8.0 57.4 60.6 17.3 120 FTG T PE 0.0 L1 27.7 0.0 62.1 0.0 0.280 TL 16.83 PV Pipe: 31 -57.3 2.067 PL 6.00 PF 0.2 81 27.8 8.0 51.3 57.3 5.5 120 FTG ---- PE 0.0 82 27.8 8.0 51.5 57.4 0.034 TL 6.00 PV Pipe: 32 -114.7 2.067 PL 8.00 PF 1.0 82 27.8 8.0 51.5 57.4 11.0 120 FTG ---- PE 0.0 83 27.8 8.0 52.5 58.0 0.121 TL 8.00 PV Pipe: 33 -172.7 2.067 PL 8.00 PF 2.1 83 27.8 8.0 52.5 58.0 16.5 120 FTG ---- PE 0.0 84 27.8 8.0 54.6 59.1 0.258 TL 8.00 PV Pipe: 34 -231.8 2.067 PL 5.17 PF 6.7 84 27.8 8.0 54.6 59.1 22.2 120 FTG T PE 0.0 M1 27.8 0.0 61.3 0.0 0.445 TL 15.17 PV Pipe: 35 -57.8 2.067 PL 8.00 PF 0.3 85 27.8 8.0 52.1 57.8 5.5 120 FTG ---- PE 0.0 86 27.8 8.0 52.4 57.9 0.034 TL 8.00 PV Pipe: 36 -115.7 2.067 PL 8.00 PF 1.0 86 27.8 8.0 52.4 57.9 11.1 120 FTG ---- PE 0.0 87 27.8 8.0 53.4 58.5 0.123 TL 8.00 PV Pipe: 37 -174.2 2.067 PL 8.00 PF 2.1 87 27.8 8.0 53.4 58.5 16.7 120 FTG ---- PE 0.0 88 27.8 8.0 55.5 59.6 0.262 TL 8.00 PV 88 M1 Pipe: 38 -233.8 2.067 PL 2.83 PF 5.8 27.8 8.0 55.5 59.6 22.3 120 FTG T PE 0.0 27.8 0.0 61.3 0.0 0.452 TL 12.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 89 N1 Pipe: 39 -64.6 2.067 PL 1.17 PF 0.5 27.8 8.0 65.2 64.6 6.2 120 FTG T PE 0.0 27.8 0.0 65.7 0.0 0.042 TL 11.17 PV Pipe: 40 -455.1 3.068 PL 9.83 PF 7.2 H1 27.5 0.0 58.6 0.0 19.7 120 FTG ET PE 1.5 H 24.0 0.0 67.3 0.0 0.226 TL 31.83 PV Pipe: 41 -417.7 3.068 PL 3.50 PF 3.6 J1 27.5 0.0 62.2 0.0 18.1 120 FTG T PE 1.5 J 24.0 0.0 67.3 0.0 0.193 TL 18.50 PV Pipe: 42 -465.8 3.068 PL 3.58 PF 4.4 K1 27.6 0.0 61.4 0.0 20.2 120 FTG T PE 1.6 K 24.0 0.0 67.3 0.0 0.236 TL 18.58 PV Pipe: 43 -417.4 3.068 PL 3.67 PF 3.6 L1 27.7 0.0 62.1 0.0 18.1 120 FTG T PE 1.6 L 24.0 0.0 67.3 0.0 0.193 TL 18.67 PV Pipe: 44 -465.5 3.068 PL 3.75 PF 4.4 M1 27.8 0.0 61.3 0.0 20.2 120 FTG T PE 1.6 M 24.0 0.0 67.4 0.0 0.236 TL 18.75 PV Pipe: 45 -64.6 3.068 PL 3.83 PF 0.1 N1 27.8 0.0 65.7 0.0 2.8 120 FTG T PE 1.7 N 24.0 0.0 67.4 0.0 0.006 TL 18.83 PV Pipe: 46 -1092.4 7.981 PL 0.75 PF 0.0 A 24.0 0.0 68.7 0.0 7.0 120 FTG ---- PE 0.0 B 24.0 0.0 68.7 0.0 0.011 TL 0.75 PV Pipe: 47 -1092.4 7.981 PL 7.00 PF 0.1 B 24.0 0.0 68.7 0.0 7.0 120 FTG ---- PE 0.0 C 24.0 0.0 68.7 0.0 0.011 TL 7.00 PV Pipe: 48 -1092.4 7.981 PL 7.00 PF 0.1 C 24.0 0.0 68.7 0.0 7.0 120 FTG ---- PE 0.0 D 24.0 0.0 68.8 0.0 0.011 TL 7.00 PV Pipe: 49 -1092.4 7.981 PL 7.00 PF 0.1 D 24.0 0.0 68.8 0.0 7.0 120 FTG ---- PE 0.0 E 24.0 0.0 68.9 0.0 0.011 TL 7.00 PV Pipe: 50 -1092.4 7.981 PL 7.00 PF 0.1 E 24.0 0.0 68.9 0.0 7.0 120 FTG ---- PE 0.0 F 24.0 0.0 69.0 0.0 0.011 TL 7.00 PV Pipe: 51 -1092.4 7.981 PL 7.00 PF 0.1 F 24.0 0.0 69.0 0.0 7.0 120 FTG ---- PE 0.0 G 24.0 0.0 69.0 0.0 0.011 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -1092.4 7.981 PL 131.33 PF 1.4 G 24.0 0.0 69.0 0.0 7.0 120 FTG ---- PE 0.0 P 24.0 0.0 70.5 0.0 0.011 TL 131.33 PV Pipe: 53 1092.4 7.981 PL 51.75 PF 1.3 A 24.0 0.0 68.7 0.0 7.0 120 FTG 2T PE 0.0 H 24.0 0.0 67.3 0.0 0.011 TL 121.75 PV Pipe: 54 637.4 7.981 PL 0.75 PF 0.0 H 24.0 0.0 67.3 0.0 4.1 120 FTG ---- PE 0.0 J 24.0 0.0 67.3 0.0 0.004 TL 0.75 PV Pipe: 55 219.6 7.981 PL 7.00 PF 0.0 J 24.0 0..0 67.3 0.0 1.4 120 FTG ---- PE 0.0 K 24.0 0.0 67.3 0.0 0.001 TL 7.00 PV Pipe: 56 -246.2 7.981 PL 7.00 PF 0.0 K 24.0 0.0 67.3 0.0 1.6 120 FTG ---- PE 0.0 L 24.0 0.0 67.3 0.0 0.001 TL 7.00 PV Pipe: 57 -663.6 7.981 PL 7.00 PF 0.0 L 24.0 0.0 67.3 0.0 4.3 120 FTG ---- PE 0.0 M 24.0 0.0 67.4 0.0 0.004 TL 7.00 PV Pipe: 58 -1129.1 7.981 PL 7.00 PF 0.1 M 24.0 0.0 67.4 0.0 7.2 120 FTG ---- PE 0.0 N 24.0 0.0 67.4 0.0 0.012 TL 7.00 PV Pipe: 59 -1193.7 7.981 PL 188.62 PF 3.0 N 24.0 0.0 67.4 0.0 7.7 120 FTG TL PE 0.0 P 24.0 0.0 70.5 0.0 0.013 TL 236.62 PV Pipe: 60 -2286.1 7.981 PL 44.42 PF 3.0 P 24.0 0.0 70.5 0.0 14.7 120 FTG 2L PE 0.0 TOR 24.0 0.0 73.5 0.0 0.043 TL 70.42 PV Pipe: 61 -2286.1 7.981 PL 21.00 PF 3.9 TOR 24.0 0.0 73.5 0.0 14.7 120 FTG TGA PE 9.1 BOR 3.0 0.0 86.5 0.0 0.043 TL 91.00 PV Pipe: 62 -2286.1 7.981 PL 2.00 PF 0.1 BOR 3.0 0.0 86.5 0.0 14.7 120 FTG ---- PE 0.9 UG 1.0 0.0 87.4 0.0 0.043 TL 2.00 PV Pipe: 63 -2286.1 11.938 PL 186.00 PF 1.4 UG 1.0 0.0 87.4 0.0 6.6 140 FTG T2L PE 0.4 UG1 0.0 0.0 89.3 0.0 0.005 TL 313.68 PV Pipe: 64 -2286.1 11.938 PL 50.00 PF 0.2 UG1 0.0 0.0 89.3 0.0 6.6 140 FTG ---- PE 0.0 BF1 0.0 0.0 89.5 0.0 0.005 TL 50.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 99.5 0.0 10.0 psi, 2286.1 gpm BF1 0.0 0.0 89.5 0.0 Pipe: 66 -2286.1 11.938 PL 50.00 PF 0.6 BF2 0.0 0.0 99.5 0.0 6.6 140 FTG TG PE 0.0 CITY 0.0 SRCE 100.1 (N/A) 0.005 TL 137.78 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.050 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.7 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 102.76 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 160.0 140.0 G A 120.0 U G E P R E S S 80.0 U R E 100.0 p S 1 60.0 40.0 20.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 150.00 psi Resid: 20.00 psi Flow: 4884.0 gpm 100 1500 2000 2500 Note: (1) Dashed Lines 1 g 2 ttl LEGEND Available pressure 103.98 psi @ 2786.1 gpm Required pressure 100.10 psi @ 2786.1 gpm lA Avail. OnSite Demand Press. 103.98 psi @ 2286.1 gpm 2A Req. OnSite Demand Press. 100.10 psi @ 2286.1 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source • • • • • :HZZIZ flop 'saTagsnpuI NHZINIHdS SISXTVNV oIIfVECXH 3 0 3500 4000 4500 5x00 FLOW (GPM) indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/2/2016SR#37370098\SPRINKLER\CALCS\HYDRAULIC\RAINIERSYSTEM2A2.SDF JOB TITLE: Rainier Industries, System 2, Area #2 WATER SUPPLY CURVE 156+ 143+\ I\ I \ I \ 130+ \ I \ I \ I \ 117+ I \ I \ . I \ P104+ R I E I S I S 91+ U I R I E I 78+ 0 X \ \ ( I \ P I \ S I \ I 65+ \ ) I \ I \ I \ 52+ \ I \ i \ I \ 39+ \ I \ I \ I \ 26+ LEGEND \ I \ " I X = Required Water Supply <-20.0 psi @ 4884 gpm 100.10 psi @ 2786.1 gpm Flow Test Point 13+ 0 = Available Water Supply I 103.98 psi @ 2786.1 gpm I" 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SimplexGrinnell December 2, 2016 David Taquino Rainier Industries 18375 Olympic Ave South Tukwila, WA 98188 RE: Fire Sprinkler System Densities Hydraulic Calculations David, W" 13 r I-<L-vlt^VVED FOR CODE COMPLIANCE APPROVED JAN 00 2011 City of Tukwila BUILDING DIVISION SimplexGrinnell LP 9520 10th Avenue South Suite #100 Seattle, WA 98109 P: 206.291.1400 F: 206.291.1500 www simplexgrinnell. corn I have surveyed, drawn and preformed the hydraulic calculations for the four wet fire sprinkler systems at the above address. Below is a summary of the wet fire sprinkler systems. System #1 This 8" wet system is the supply to a hydrant on the West side of the building. No Sprinklers on this system. System #2 This is a wet system with an 8" riser and alarm valve with 3/4" sprinklers (K=8.0). System #2 is capable of supplying a minimum density of 1.0 over a 2000 sq.ft. area. See hydraulic calculations. System #3 This is a wet system with an 8" riser and alarm valve with 3/4" sprinklers (K=8.0). System #3 is capable of supplying a minimum density of 1.0 over a 2000 sq.ft. area. See hydraulic calculations. System #4 This is a wet system with an 8" riser and alarm valve with 3/4" sprinklers (K=8.0). System #4 is capable of supplying a minimum density of 0.965 over a 2000 sq.ft. area. See hydraulic calculations. System #5 This is a wet system with an 8" riser and alarm valve with 3/4" sprinklers (K=8.0). System #5 is capable of supplying a minimum density of 1.0 over a 2000 sq.ft. area. See hydraulic calculations. Respectfully, SimplexGrinnell Alan Mahaffie Sprinkler Design RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER CORRECTION LTR# Fire Alarm, Fire Protection, Integrated Security, Healthcare Communications, Sound & Communications, Sales & Service Offices & Representatives in Principle Cities throughout North America Ifo, O'2g& 1-11®1 ENEINEERINE STRUCTURAL ENGINEERS & CONSULTANTS c�a STRUCTURAL CALCULATIONS PROJECT NAME: PROJECT ADDRESS: PROJECT NO: CLIENT: COMPANY: Rainier Racks 8375 Olympic Ave S, Tukwila, WA 98188 16178 Bruce Blunt Rainer Industries 18375 Olympic Ave. S Tukwila, WA 98188 DATE: September 28, 2016 09/28/2016 RECEIVED CITY OF TU SEP 3 0 2016 PERMIT CENTER HW Engineering License and Non Disclosure and Reproduction IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL - The enclosed calculations and hard copy prints ("Enclosed") are copyright protected by NW Engineering. It is understood that while the Enclosed may be required for verification of structural design and approval, it is not necessary for the manufacture or construction of the structure or its components. It is the express wish of HW Engineering that these proprietary calculat' returned or redistributed to anyone other than the copyrighte ovine as III I r. ! iw'.�� n referenced in the ownership paragraph below and that any unnecessary = r submitted copies be returned or destroyed. n Ownership: This document and the Enclosed are copyrighte Engineering, 6270 McLeod Drive, Suite 140, Las Vegas, NV I reserved. This is not a sale or transference; all right, title and Document (in both electronic file and hard copy) belong to HV COrNr COMPLIANCE by HW P PPROVED 120. All figtits iterest in the ��� Engineerirj�N 0 6 L City of Tukwila BUILDING DIVISION 09.28.2016 REV DATE BY DESCRIPTION A A A A D�Io� 024b 6270 McLeod Drive, Suite 140, Las Vegas, NV 89120 Phone: 702.202.0061 hongyu©hwengineeringUSA.com www.hwengineeringUSA.com HW Engineering Job#16178 1 of 21 09/28/2016 Basis For Design 1.1 BUILDING CODE: International Building Code 2012 2.1 GRAVITY DESIGN: GRAVITY LOADING DEAD LOAD 200LBF LIVE LOAD I000LBF/LEVEL AT CANTILEVER ARM 4000LBF/LEVEL AT PALLET RACK 200LBF/LEVEL AT SHELVING RACK 3.1 LATERAL DESIGN: WIND LOADING INDOOR USED ONLY, NO WIND LOAD APPLIED SEISMIC LOADING RISK CATEGORY II Ss, S, 1.422, 0.530 SE's, SDI 0.948, 0.460 SITE CLASS D SEISMIC DESIGN CATEGORY D R 6, 4 Redundancy Factor 1.0 4.1 SPECIAL INSPECTION AND STRUCTURAL OBSERVATION: REQUIRED AS NOTED ON PLANS t HW Engineering Job#16178 2 of 21 9/27/2016 Design Maps Summary Report LUSGS Design Maps Summary Report User -Specified Input Report Title Rainier Racks Tue September 27, 2016 15:50:07 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.43684°N, 122.25267°W Site Soil Classification Site Class C - "Very Dense Soil and Soft Rock" Risk Category I/II/III V,short i.3i_ ... _ s_3_ ` 4vn"rt \ ` RENTON `t` MUNI E#urien LY eIlton SEATTLE` TACOMA NTL AIRPORT Des Moires, USGS-Provided Output SS = 1.422 g S1 = 0.530 g SMS = 1.422 g SM1 = 0.690 g 'Kent AUBURN MUNI le Maple Valley Covington SOS = 0.948 g So, = 0.460 g 09/28/2016 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 Si 0.90 fto 0.75 0.60 0.45 0.30 0.15 0.00 MCE,a Response Spectrum 1.10 1.00 0.90 0.80 0.70 01 0.60 to 0.50 0.40 0.30 0.20 0.10 0.00 Design Response Spectrum 0.00 0.20 0.40 0.00 0.80 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 Period, T (sec) Period, T (sec) For PGAM, T„ CRS, and Cal values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 2.00 HW Engineering Job#16178 3 of 21 http://ehp1-earthquake.cr.usgs.gov/designm aps/us/sum mary.php?tem plate=minimal&latitude=47.436841681ongitude=-122.252674&siteclass=28iriskcategory=0.. 1/1 Rainier Rack A Calculation Storage racke capacity pallet rack design load to each beam check 144" beam uniform load to beam TYPE "Aar LLpa let := 4000 lbf Wtotal 0.5 • LLpal►et + DL L := 144• in IX := 4.42 • in4 Sx := 1.43 • in3 Fy := 55 • ksi E := 29000 • ksi Wtotal w — L maximum moment due to above load "max 8 Mmax = 39.6 • kip • in required section modulus due to the maximum moment above w • L2 SIX VIEW per level Wtotai = 2200 lbf 1 44" BEAM io x t -0.o6- 2 3/4" w = 183.3 • plf x maximum deflection •_ Mmax S`eq • 0.6 • Fy 2000 • lbf w :— L Sreq = 1.2 • in3 09/28/2016 HW Engineering Job#16178 4 of 21 5•w•L4 Amax 384 • E • Ix Dlimit 180 Amax = 0.607 • in Dlimit = 0.8 • in check := if(Sreq < Sx A Amax < Dlimit. "Beam is OK" , "NG" check = "Beam is OK" check 96" beam uniform load to beam L := 96• in Ix := 1.63 • in4 Sx := 0.82 • in3 FY := 55 • ksi E := 29000 • ksi w :— Wtotal L maximum moment due to above load Mmax 8 M 26.4 kipin max = ' w • L2 w = 275 • plf required section modulus due to the maximum moment above maximum deflection Morax STeq 0.6 • Fy 2000 • lbf w :— L _ 5•w•L4 Amax 384•E•Ix L Dlimit •—_ 180 Sreq = 0.8 • in3 Amax = 0.487 • in Dlimit = 0.533 • in check := if(Sreq < Sx A Amax < Dliit, "Beam is OK" , "NG") Seismic Design SDS := 0.948 Ie := 1.0 Rlong := 6 Rtrans 4 check = "Beam is OK" see USGS design maps summary report, per ASCE 7-10 importance factor response modification coefficient in longitudinal direction response modification coefficient in transverse direction X 09/28/2016 HW Engineering Job#16178 5 of 21 2 LLpallet • 3 LLcotumn • 3 2 W := DL + LLcotumn SES • Ie W Viong 0.7 • Riong SES • Ie • W Vtrans 0.7 Rtrans seismic load distribution Column design column section properties A := 0.78 • in2 Sx := 0.80 • in3 rx := 1.2 • in Ty := 1.1 • in column unbrace length load to column from above Pmax W LLcotumn = 4 • kip W=4.2•kip Viong = 0.46 - kip Vtrans = 0.7 • kip Lb := 60 • in Mmax := 0.5 • V1ong ' Lb .LONJL S-EIS1111C 0 ttn to 0 09/28/2016 LL applied to column total load to column force at base in longitudinal direction force at base in transverse direction 23 K ,14K 09 K 46 K 3't k := 2.0 Pmax = 4.2 • kip axial load !Amax = 13.94 • kip • in HW Engineering Job#16178 6 of 21 column ratio Fe .- 7r2•E k . Lb \ 2 Crxj Jr-- Fy Fe 2 Fn := Fy 0.658 Pn:=Fn•A Pa Pa . — SZ e Mn := Sx • Fy Mn Ma := "b Pmax Mmax ratio :_ — + Pa Ma Fe = 28.6 • ksi Xe = 1.386 less than 1.5 Fn = 24.6 • ksi Pn = 19.194 • kip Pa = 10.663 • kip Mn=44- kip •in Ma = 26.347 kip • in ratio = 0.923 check := if (ratio 1.0, "Column is OK" , "NG" ) Base plate check anchor spacing s := 6 • in maximum tension force to anchor Mmax –'max • 0.5 • s Tmax •— s Tmax = 0.223 • kip maximum shear to anchor Vmax 2 Viong Vma,, = 0.232 • kip Ste := 1.8 S2b := 1.67 check = "Column is OK" P.max 7 3/4"x5"x3/8" BASE PLATE 09/28/2016 Forces to anchor are very small, using (2)1/2" dia. Hilti KH -EZ anchors with min 2.25" emb. Sufficient. HW Engineering Job#16178 7 of 21 Beam connecion check rivet 7/16" diameter @2" o.c. A:=0.1•in2 s := 2• in FY := 79 • ksi Va := 0.4 Fy • A Va = 3.16 • kip 12• kip• in Vmax3 s Vmar = 2 • kip • check := if(Vmax<_ Va, "Connection is OK" , "NG") check = "Connection is OK" Overturning check MOT 2Vtrans • 0.5 • h MR := W • b MR Ratio := MOT h := 180 • in MOT = 125.42 • kip • in MR = 184.8 • kip • in Ratio = 1.473 check := if(Ratio > 1.15, "Overturning is OK" , "NG") Diagonal member check 60 • in Pmax = 2 • Vtrans Pmax = 1.742 • kip 48 in Fy := 55 • ksi k := 1.0 A := 0.31 • in2 rx := 0.48 • in L := 1(55 • in)2 + (42 • in)2 L = 69.2 • in 7r2•E Fe :— k•L\2 rx 09/28/2016 7/"6"1$ Rrrr Ai`A578-909 b := 44• in overturning resistant check = "Overturning is OK" BOTH SIDES TYP. 11/2" t=.07" HW Engineering Job#16178 8 of 21 F„:= F. 0.877 2 Xc P„:= F„ A Pn Pa . — SZ c = 1.999 F„=12.1•ksi P„=3.744•kip Pa= 2.08• kip check := if(Pa > Pmax, "Diagonal member is OK” , "NG” Check welding 1/8” two sides welding, 1.5” length each side kip Fa:=0.928•—• D• LN, in larger than 1.5 SZc:= 1.8 check = "Diagonal member is OK" LW:=3•in Fa = 5.568 • kip check := if(Fa >_ Pmax, "Welding is OK" , "NG" Check slab maximum force at column 6" CONCRETE SLAB 2500 PSI. CONC. Pmax := W Pmax = 4.2 • kip 1000 PSF. SOIL slab thickness d := 6 • in 1 t,„ := — 8 • in check = "Welding is OK" 09/28/2016 D := 2 req'd safety factor FS := 3.0 soil modulus Ks := 150 • pci concrete strength fc := 2.5 • ksi concrete elastic modulus Ec := 2850 • ksi poisson ratio 1:= 0.15 base plate size b := 5 • in L := 7.75 • in R1 :_ RI = 3.112 • in 2 concrete rupture modulus fc Fr := 7.5 • — • psi psi P„:= 172 Ks•R1 10000+3.6 •Fr•d2 Ec / check := if >_ FS, "Slab is OK” , "NG" Pmax � Fr = 0.375 • ksi P„ = 121.63 • kip check = "Slab is OK" HW Engineering Job#16178 9 of 21 Rainier Rack Type C Calculation Storage racke capacity shelving Seismic Design SDS := 0.948 TYPE "C" LLshelving := 200 • lbf see USGS design maps summary report, per ASCE 7-10 SIDE VIEW Ie:= 1.0 importance factor R := 4 response modification coefficient 2 LLshelving ' 4 LLcolumn • 3 2 DL := 0.1 • kip W := DL + LLcolumn SDS • Ie • W V := 0.7 • R LLcolumn = 0.267' kip LL applied to column W = 0.367 • kip total load to column V = 0.06• kip force at base .061c 0 09/28/2016 HW Engineering Job#16178 10 of 21 Column design column section properties A := 0.36 • in2 Sx := 0.12 • in3 E := 29000 • ksi t:= 0.105• in rx:=0.43•in Fy := 36 • ksi column unbrace length Lb := 29 • in axial load Pmax W it2 • E column ratio Fe :— Ck• Lb \ 2 rx, re Fn:= F. 0.877 xc2 Pn:=Fn•A Pn Pa := — �c Mn := Sx • Fy Mn Ma : b k := 2.0 Mmax 0.9 • kip • in Pmax Mmax ratio := — + Pa Ma Pmax = 0.367 • kip Fe = 15.7 • ksi Xe = 1.513 larger than 1.5 Fn= 13.8 • ksi Pn = 4.967 kip Ste := 1.8 Pa = 2.759 • kip Mn = 4.32 • kip • in S2b := 1.67 Ma = 2.587 • kip • in check := if(ratio <_ 1.0, "Column is OK" , "NG") Overturning check h := 120 . in MOT:= 2V' 2 MR:=W•b HW Engineering Job#16178 MOT = 7.3 kip • in ratio = 0.481 check = "Column is OK" b := 30• in overturning MR = 11 • kip • in resistant 09/28/2016 11 of21 Ratio :_ MR MOT Ratio = 1.507 check := if(Ratio >_ 1.15, "Overturning is OK" ,"NG") 09/28/2016 check = "Overturning is OK" anchor at base no overturning, no tension to anchor at base, only seismic shear at base V = 0.06 • kip (2)3/8" dia. Hilti KH -EZ anchors with min 2.25" emb. per base, sufficient. beam connection check maximum design moment 0.9 • kip • in + 0.8 • kip • in Mmax := 2 Mmax = 0.85 • kip • in d := 2• in t := 0.09• in b := -55 • in 16 design shear force at connection Vmax d Mmax Vmax = 0.425 • kip Va := 0.4 • Fy • t • b • 1.33 Va=0.539•kip check := if(Va > Vm„, "Connection is OK" ,"NG") 5/f6" check = "Connection is OK" Check slab maximum force at column Pmax := W Pmax = 0.367 • kip slab thickness d := 6 • in req'd safety factor FS := 3.0 soil modulus Ks := 150 • pci concrete strength f := 2.5 • ksi concrete elastic modulus Ec := 2850 • ksi poisson ratio p.:= 0.15 base beam size b := 2.5 • in L := 2.25 • in Rl :_ RI = 1.186 • in concrete rupture modulus Fr:=7.5• — •psi psi P„ := 172 (Ks •RI 10000+3.6 •Fr•d2 Ec )) P n check := if >_ FS, "Slab is OK" ,"NG" Pmax i 2 Fr = 0.375 • ksi Pn = 98.084 • kip check = "Slab is OK" HW Engineering Job#16178 12 of 21 Rainier Rack Type D Calculation Storage racke capacity shelving Seismic Design SDS := 0.948 TYPE "D" LLshelving 200 • lbf SIDE VIEW see USGS design maps summary report, per ASCE 7-10 ie := 1.0 importance factor R := 4 LLcoiumn response modification coefficient 2 LLshelving • 4 3 2 DL := 0.1 • kip W := DL + LLco1wnn V := 0.7 • SDS • Ie • W R LLcoI„m„ = 0.267 kip LL applied to column W = 0.367 kip V = 0.06 kip total load to column force at base 0 09/28/2016 HW Engineering Job#16178 13 of 21 Column design column section properties A := 0.36 • in2 Sx := 0.12 • in3 E := 29000 • ksi t := 0.105 • in rx:=0.43•in Fy := 36 • ksi column unbrace length Lb := 36 • in k := 2.0 axial load column ratio Pmax := W Fe :- 7r2•E k• Lb12 Crx/ Fy -Fe Fn := F. 0.877 2 xc j Pn := Fn • A Pn Pa:= — 6`-'c Mn := Sx • Fy Mn Ma:_ — "b Morax 0.9 • kip • in Pmax Morax ratio := — + Pa Ma Pmax = 0.367 kip Fe= 10.2 ksi \ = 1.878 larger than 1.5 Fn=9ksi Pn = 3.223 kip S2 := 1.8 Pa = 1.791 kip Mn = 4.32 kip • in 111, := 1.67 Ma = 2.587 kip • in check := if (ratio <_ 1.0, "Column is OK" , "NG") Overturning check h := 96 • in MOT._ 2V • 2 MR := W • b Ratio :_ MOT MR MOT = 5.84 kip • in MR = 13.2 kip • in Ratio = 2.26 ratio = 0.553 check := if( Ratio >_ 1.15, "Overturning is OK" , "NG" ) HW Engineering Job#16178 check = "Column is OK" b := 36 • in overturning resistant check = "Overturning is OK" 09/28/2016 14of21 09/28/2016 anchor at base no overturning, no tension to anchor at base, only seismic shear at base V = 0.06 kip (2)3/8" dia. Hilti KH -EZ anchors with min 2.25" emb. per base, sufficient. beam connection check maximum design moment 0.9• kip• in+0.8• kip in Mmax 2 Mmax = 0.85 kip • in d := 2 • in t := 0.09 • in b := 5 • in 16 design shear force at connection Vmax Mmax d Vmax = 0.425 kip Va:= 0.4•Fy•t•b• 1.33 Va=0.539kip check := if(Va >_ Vmax, "Connection is OK" , "NG" check = "Connection is OK" Check slab maximum force at column Pmax := W Pmax = 0.367 kip slab thickness d := 6 • in req'd safety factor FS := 3.0 soil modulus Ks := 150 • pci concrete strength f, := 2.5 • ksi concrete elastic modulus E, := 2850 • ksi poisson ratio µ := 0.15 base beam size b := 2.5 • in L := 2.25 • in RI := RI = 1.186 in concrete rupture modulus 2 Fr := 7.5 • • psi Fr = 0.375 ksi psi P,1:= 172 (Ks.RI 10000+3.6 •Fr•d2 Ec J check := if Pn Pmax >_ FS, "Slab is OK" , "NG" Pa = 98.084 kip check = "Slab is OK" HW Engineering Job#16178 15 of 21 Rainier Rack Type 1 Calculation CANTILEVER RACK TYPE "1" Storage racke capacity cantilever rack LLcantaever := 1000 • lbf check cantilever arm L := 48 • in := 4.75 • in4 Sx := 2.37 • in3 uniform Toad to beam FY := 36 • ksi E := 29000 • ksi w LI -cantilever FRONT VIEW per level IrpE "C" ARM L w = 250 • plf maximum moment at end due to above load w • L2 Mmax :— 2 Mmax = 24 • kip • in required section modulus due to the maximum moment above maximum deflection Sreq 0.6 • Fy 2000 • lbf w Mmax Amax L w • L4 8•E•Ix L Alimit := 180 check := if(Sreq < Sx A Amax Alimit, "Arm is OK" , "NG") Sreq = 1.111 • in3 Amax = 0.201 • in Alimit = 0.267 • in check = "Arm is OK" 09/28/2016 HW Engineering Job#16178 16 of 21 Arm connecion check 1/2" diameter pin A:= 0.19•in2 Va:= 2Fv A Mmax Vmax s := 7 • in FY := 55 • ksi Va = 8.36 kip Vmax = 3.429 • kip s check := if (Vmax <_ Va, "Connection is OK" , "NG") Seismic Design SDS := 0.948 Ie:= 1.0 R := 4 Fv := 0.4 • Fy Fv = 22 • ksi double shear check = "Connection is OK" see USGS design maps summary report, per ASCE 7-10 importance factor response modification coefficient 2 LLcolumn := 3 • LLcantiiever • 6 W := DL + LLcolamn V := 0.7• SDS • Ie • W R LLcolumn = 4 • kip LL applied to column one side W = 4.2 • kip total load to column one side V = 0.7 • kip force at base 09/28/2016 HW Engineering Job#16178 17 of 21 Column design column section properties A := 4.5 • in2 Sx:=10.1•in3 rx := 3.34 • in ry := 152 • in column unbrace length Lb := 180 • in k := 2.0 load to column from above(load at one side) 2 Pmax := DL + 3 • 6 • LLcantilever Lb 58 • in Mmax := V2 + Pmax • 2 Tr2•E column ratio Fe :— K. • Lbl2 Crx/ [FY Fe F„ := Fy 2 0.658 ) Pn := .Fn • A Pn Pa . SZ Mn := SX • Fy Mn Ma := — Ob Pmax Mmax ratio := — + Pa Ma check := if (ratio 1.0, "Column is OK" , "NG" ) load to column from above(load at both sides) Pmax 2 • Pmax X .4 Pmax = 4.2 • kip axial load Mmax = 184.51 • kip • in Fe = 24.6 • ksi ac = 1.494 less than 1.5 F„=21.6•ksi Pn = 97.225 • kip Oc := 1.8 Pa = 54.014 • kip Mn = 555.5 • kip • in Ob := 1.67 Ma = 332.635 • kip • in ratio = 0.632 check = "Column is OK” Pmax = 8.4 • kip axial load 09/28/2016 HW Engineering Job#16178 18 of 21 column ratio Lb Mmax 2V • 2 Fe .— /k • Lb\2 ir2•E \ rx / Fy Fe 2 Fn := Fy • (0.658) Pn := Fn • A Pn Pa := — a'c M. := Sx • Fy Mn Ma := — Ob Pmax Mmax ratio := — + Pa Ma check := if(ratio <_ 1.0, "Column is OK" , "NG") Overturning check Lb MOT := V MR.—_ W 2 MR Ratio := MOT h := 180 • in MOT = 62.71 . kip . in MR = 100.8• kip• in Ratio = 1.607 Mn, = 125.42 kip • in Fe = 24.6 • ksi Xe = 1.49 less than 1.5 Fn= 21.6•ksi Pn = 97.225 • kip Ste := 1.8 Pa = 54.014 • kip Mn = 555.5 • kip • in Sib := 1.67 Ma = 332.635 • kip • in ratio = 0.533 check := if (Ratio >_ 1.15 , "Overturning is OK" , "NG" ) check = "Column is OK" b := 48 • in overturning resistant check = "Overturning is OK" anchor at base no overturning, no tension to anchor at base, only seismic shear at base V = 0.7 • kip (2)1/2" dia. Hilti KH -EZ anchors with min 2.25" emb. per base, sufficient. 1/2" diameter rod vertical distance •H := 0.5 • h H = 90 • in horizontal s := 6 • ft 09/28/2016 HW Engineering Job#16178 19 of 21 maximum force to rod R:=0.5•in A • FY Tmax:=4•V• Tmar=3.48•kip R2 A:= A=0.196•in2 Fy:=36•ksi 4 To := SZ To = 3.53 • kip check := if (Ta >_ Tmax, "Rod is OK" , "NG" Check welding 1/8" two sides welding, 4" length each side Fa := 0.928. kip D • LN, in LW := 4 • in Fa = 7.424 • kip check := if (Fa >_ Tmox, "Welding is OK" ,"NG") horizontal brace check = "Rod is OK" 1 tN := — 8 • in check = "Welding is OK" •rr2 • E Fe:— k• L12 rC J Fy := — Fe F„ := Fy (o.6s82) P� := F„ • A Xe = 0.222 less than 1.5 Fn = 35.3 • ksi Po = 15.87 • kip Ste := 1.8 09/28/2016 S2 := 2.0 A := 0.45 • in2 Ty := 0.68 • in L := 66 • in k := 1.0 F` := 36 • ksi D := 2 HW Engineering Job#16178 20 of 21 Pn Pa:= — "c Pa=8.817• kip 2T 72 • in PP 4.353 • kip := max ' max = J(90 • in)2 + (72 • in)2 check := if(Pa > Pmax, "Horizontal member is OK" , "NG") check = "Horizontal member is OK" 1/2" diameter bolt for tab plate to frame bolt shear capacity Vn := 5.33 • kip 2V„ Va. ft check := if (Va > Pmax, "Connection is OK" , "NG") Check welding 1/8" two sides welding, 2" length each side Fa := 0.928 • kip• D • LN, Fa = 7.424 • kip in check := if(Fa >_ Pmax, "Welding is OK" , "NG") Check slab maximum force at column Pmax := 2W Pmax = 8.4 • kip slab thickness d := 6 • in req'd safety factor FS := 3.0 soil modulus Ks := 150 • pci concrete strength fn := 2.5 • ksi concrete elastic modulus En := 2850 • ksi Poisson ratio 11:= 0.15 base beam size for design b := 5 • in L := 12 • in 12 := 2.4 Va = 4.442 • kip check = "Connection is OK" LW:=4•in concrete rupture modulus Pn := 1.72 • 1 tW := 8 • in check = "Welding is OK" 09/28/2016 D := 2 RI :_ R1 = 3.873 • in 2 Fr := 7.5 • • psi Fr = 0.375 • ksi psi CKs • RI 10000+3.6•Fr•d2 check := if Ec ) Pn FS, "Slab is OK" , "NG" Pmax Pn = 130.924 • kip check = "Slab is OK" HW Engineering Job#16178 21 of 21 6/5/2017 City of Tukwila Department of Community Development BRUCE BLUNT 18275 OLYMPICE AVE S TUKWILA, WA 98188 RE: Permit No. D16-0266 RAINIER INDUSTRIES 18375 OLYMPIC AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/24/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/24/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, achelle Ripley Permit Technician File No: D16-0266 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 11, 2016 City of Tukwila Department of Community Development BRUCE BLUNT 18275 OLYMPICE AVE S TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0266 RAINIER INDUSTRIES - 18375 OLYMPIC AVE S Dear BRUCE BLUNT, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide plans and notes to be more specific about which racks or if all racks are to be relocated and from where they are relocated from. Also the notes on the plans under Revision History do not make much sense for this permit. Please clarify. Note: This permit plan review may not be complete as revised plans may require further corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • 1. Provide a drawing that is scaled to a usable architectural scale. 2. Show all existing and/or proposed smoke vents. 3. Provide total product storage height and ceiling height. 4. Provide a description of the types of commodities being stored and the quantities. 5. Provide existing fire sprinkler densities and sprinkler head temperature ratings. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0266 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: // 2-o. /t Requested By: ad -u,- U 7. e,A•v (/ Firm/Company: ",vie/C. 4./f7c 5 Inspection Information Project Name: /2 4 /,%— r A 24 GAS Permit Number: �f /6, 04 Project Address/Location: / /; (J/y4•7 p, G ii--(//„iur Requested Date for Ipection: 1/-2'1e /9— Requested Time:(j C' AM / Contact Name: Lodi (� �iLll�� Special Conditions for Consideration: Phone Number: 25 • 3.2 66 f' ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: Date: // - - /- RECEIVED CITY OF TUKWILA City Use Only: Approved: Disapproved: y Lv LUI PERMIT CENTER Paid: Receipt No: Date of Approval/Disapproval: Remarks: Authorized Reviewer: W:\Permit Center\Applications-Handouts\Templates\Forms\Off Hours Inspection 1-2017.docx Revised: January 1, 2017 a 1T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0266 DATE: 12/29/16 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 446 WU t1 LF Building Division RE Public Works El AV AV tO Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 12/29/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved Approved with Conditions ❑ Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: rt My k k*v 01/26/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0266 DATE: 09/30/16 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: kJ IBuilding Division Public Works ❑ &'copt Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 10/04/16 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/01/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ��qq CORRECTION LETTER MAILED: L U `l l le Departments issued corrections: Bldg Fire Ping ❑ PW ❑ Staff Initials: V Vim_ 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/28/2016 Plan Check/Permit Number: D16-0266 ❑ Response to Incomplete Letter # - ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Rainier Industries, Ltd. / Rack Permit Project Address: 18375 Olympic Ave S, Tukwila, WA 98188 Contact Person: Bruce Blunt Summary of Revision: Corrections to drawing per Correction Letter #1 Phone Number: (425) 981-1225 Printed copies of the fire density rating information RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including ,ate o rev' ion Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Furnadoc Revised: August 2015 RAINIER INDUSTRIES LTD Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 3 A -Z Index Help My Li Workplace Rights Trades & Licensing RAINIER INDUSTRIES LTD Owner or tradesperson Principals CAMPBELL, SCOTT CURTICE, PRESIDENT CAMPBELL, KAREN LYNN, VICE PRESIDENT SCHOONMAKER, GEORGE W (End: 01/01/1980) SCHOONMAKER, GEORGE W, AGENT (End: 01/01/1980) Doing business as RAINIER INDUSTRIES LTD WA UBI No. 600 523 816 18375 OLYMPIC AVE S TUKWILA, WA 98188 425-251-1800 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties Awnings, Canopies, Patio Covers, Exterior Screens License no. RAINIIL066QP Effective — expiration 11/17/1994— 01/11/2019 Bond ..._............ CBIC Bond account no. LB6600 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 09/16/2002 10/01/2002 Expiration date Until Canceled Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. 6300532991 Received by L&I Effective date 01/24/2017 12/31/2016 Expiration date 12/31/2017 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600523816&LIC=RAINIIL066QP&SAW= 1/25/2017 RAINIER INDUSTRIES LTD Savings ................... No savings accounts during the previous 6 period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I taxdebts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. NBOIM00409 Issue date 07/24/2012 Violation city Tukwila Type of violation CONSTRUCTION INFRACTION Description Subcontracting to or using an unregistered contractor. In that this hiring contractor hired a subcontractor to perform work prior to them being a registered contractor. Satisfied ........................... RCW/WAC 18.27.200(1)(e) RCW Violation amount $500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 476,685-00 Doing business as RAINIER INDUSTRIES LTD Estimated workers reported Quarter 3 of Year 2016 "Greater than 100 Workers" L&I account representative T3 / REAGAN MOREY (360)902-5135 - Email: MREA235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 12/14/2016 Inspection no. 317942802 Location 901 E Mason Lake DR Grapeview, WA 98546 Inspection results date 11/06/2012 Inspection no. 316394964 Location 3240 Carillon Pt Kirkland, WA 98033 Inspection results date 10/15/2012 Inspection no. 316258276 Location 18375 Olympic Ave S Tukwila, WA 98188-4724 Inspection results date No violations Violations Violations Violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600523816&LIC=RAINIIL066QP&SAW= 1/25/2017 RAINIER INDUSTRIES LTD 11/28/2011 Inspection no. 315575217 Location 1601 Third Ave Seattle, WA 98181 Page 3 of 3 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600523 816&LIC=RAINIIL066QP&SAW= 1/25/2017 Match Line See Page 2 92" t 48" I LJ x Type H=192" x Type A H = 192" co x Type A H=192" N Type 1 H=192" x Type A H = 192" x Type A H=192" Type A 4 H = 192" 15'-0" Type A H=192"g Type A H=192 X Type A H=192" Type A 4 H=192" x Type A H=192" --►-1 9 6" Fa-- cV $ _ — 9'-6" (-0712— 1 9,-6" ■ P:\R&D\Tukwila\Rainier\Building Plans\SHOP RE -ORGANIZATION - 2014\Rainier - Plans - Shop Re-Org - 2016 Rack Layout - R3.dwg esi Type A H=192" M co Type A x H=192"C M 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of dischargg, 5. Exterior landings and areas used for exit discharge. Office Type A H=120" 96" x 44" Type A H = 96" 144" x 44" Type A H = 96" 144" x 44" i It IF tt h 1 I Il" '°•ll iii II"''° Ii I ay. Type A Type A H=192" H=192" 144" x 48" 144" x 48" �I lips •t1 -I 11_ _ it II •1 II 0 • x Type A `0,H=96" Type A H = 96" Type A H = 96" cc Type A H=96" i U II I II II 144" x 48" Type A H=144" wa Yr 1 •t?."'I. 4il",; •N.II' I •1T. "". •Vr.A� Rack Rack Rack Rack Rack 48'x 48'x 48'x 48'x 48'x 36' 36' 36' 36" 36' Type D H = 84" �,ra.sII 1 II II I 144" x 48" Type A H=144" IInvr.wII 1_ H. , II I 144" x 48" Type A H=144" Iif II 1 I g4S.Mil 144" x 44" Type A H=96" Type A H=192" 144" x 44" `I r 18 1' I Ii Is 96"x44" Type A H = 96" Type A H=192" 120" x 44" I"r.•'' I 144" x 44" Type A H = 96" 144" x 44" Type A H=96" I FIRE I I1,rr.a11 1 I 1-11 I 144" x 48" Type A H=144" avnar 191/1,77. SWOT Rack Rack Rack Rack Rack 48'x 48'x 48'x 48'x 48'x 36' 36' 36' 36' 36" Type D H=120" 144" x 48" Type A H=144" Rack 48' x 36' m Type A X H=144"4. Type A H=192" Type A x H=192" c x Type A H-144" Type D H = 96" Rack Rack Rack Rack Rack 48'x 48'x 48"x 48'x 48"x 36' 36' 36' 36' 36' Rack Rack Rack 48' x 48" x 48' x 36' 36' 36' •Vr.Ir atm Tr •VrOr •N'. IT •Vr. it •IIr.A 4VI.I1' •1?.rr ■ 96" x 30" 92" x 30" 96" Type D H=144" Type A H=192" Type A H=192" Type A H=192" Type A H=192" 144" x 44" 144" x 44" 144" x 44" 144" x 44" 144" x 44" 1111111115111H1 I•iI 144" x 44" 144" x 44" 144" x 44" Type D 4 h H=96 x><lal Rack Rack Rack 48'x 48"x 48'x 36' 36' 36' "p ^•K.F 41/1.r,' •Vr. • Underpass Type A H = 192" 23 H =192" Type A H=192" } 4 H =192" ELECTRICAL SERVICE PANELS Rainier Ind. Rack Layout - North End Scale: =1'-0" IMM 4 " 4 THype 92 =1" 4 Type A H=192" Type A H =192" Type A H=192" 144"x48" MEM 60'-0" Type 1 H=192" EN — — RAMP. SEPAsi 6"di1T R:QUIF , =D FOR: ,IechaniCal tectrical I_/Piumbing I Gas Piping City of Tukwila BUILDI§.!C DIVISION REVISION HISTORY REVISION DESCRIPTION DATE APPROVED A REVISED DRAWING NOTES RE -SCALED DRAWING 12/28/2016 FUNCTION: Co �(i �Jr /_( l0 (ii = 2-0 /5".f C' TO SUPPLEMENT 2008 PERMIT DRAWING TO SHOW CURRENT RACK LOCATIONS Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. PAGES: P1.00 & P2.00 / Rack Layout North & South • The racks illustrated on these pages are the racks that have been re-located2008, Reference the City of Tukwila permit t #D08-257. •• Racks that are still In their original positions are not shown on these drawings. • Each rack in this drawing set is identified with a note and dimensions. The note specifies: 1. The rack "Type" which is referenced in both the structural drawing pages and the structural engineering calculations. 2. The maximum nominal height. (Some racks are not configured with shelves at the max height) 3. The nominal width. GENERAL NOTES: • Nominal height of the trussed beams: 26-10" AFF • Nominal height to the underside of roof Insulation: 29'-10" AFF INVENTORY: • Nominal height to the top of highest stored item: 22'-0" AFF • The inventoryRainier n Most of the 16'racks donot have c ••have inventory stored above the 16' level Items on top racks are typically less than 20'-0" AFF Inventory Mix: 10% Combustibles 48% Non Combustibles 42% Toxic Combustibles SPRINKLER SYSTEM • Sprinkler Head Temperature Rating: 155°-165° • Sprinkler Head Density Rating: •• System #2:1 gpm / sq ft •• System #3:1 gpm / sq ft •• System #4: 0.965 gpm / sq ft •• System #5:1 gpm / sq ft PAGES: P3,00 & 4.00 / Smoke Vent Locations North & South • These pages show the sizes and locations of the factory area • For reference - the building columns are 48'-0" C to C t a GLCA4-(f(((. frt • REVISIONS ••••••••••• No changes shall be made to the scope of work without prior approval of Tukwila Building. Division. NOTE: 17,2vlsi ns will require a new plan submittal and my ft ",t z e adc?''ion^I p' .n rev' ew fess LE COPY Permit co. ( 01-4Ati Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rees? xt of approved Field Copy and conditions is acknowledged: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 City of Tukwila BUILDING BUILDING DIVISION By: Date: I City of Tukwila BUILDING DIVISION CORRECTION LTR# RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER SHEET INDEX PAGE DESCRIP110N DEPARTMENT P1.00 Rack Layout - North End P2.00 Rack Layout - South End P3.00 Smoke Vent Locations - North End RAINIER INDUSTRIES LTD. TOLE" .x= t.5", .xx = +.1' .xxx = +. cus P4.00 Smoke Vent Locations - South End 8375 Olympic Ave. S. Tukwila, WA 98188 www.ralnier.com ISO 9001:2000 kEGISTERED ISO 14001: EMS - REGISTERED 425-251-1800 Phone RAINI RT# ne, Inc. NUMBER P•\R&n\Tulouila\RainieASuilding_Plans\SELOP_RE-ORGANIZAIION - 2014\Rainier - Plans.�hnp Re-Org - 7016 Rack I aynut - R3 riwg Match Line See Page 1 4'-10" v Type 1 H=192" 35'-0" Type 1 H=192" 2015 IBC SECTION 1008 MEANS OF E RESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. 4'-10" Type A Type A Type A H=192" H = 192" H=192" 120" x 44" rnrn 120" x 44" 120" x 44" I I", II W 9.>."•tl u I>s.K� l Type 1 H = 192" 45'-0" • Type 1 H=192" Type 1 H=192" �-- 21-0" --{ Type A H=192" 144" x 44" Type A H=192" 144" x 44" I 11 11 1 I II'"11 I Type A Type A Type A H = 192" H=192" H=192" 144" x 44" 108" x 44" 156" x 44" p Rainier Ind. Rack Layout - South End Scale: T16." =1'-0" 1'rovie(e avern9c eF is Pt c Anew' i'it Pi, � yress. dfe RAINIER INDUSTRIES LTD. TOLERANCES .x= .xx = ±.1",8 .xxx = ±.05" CUSTOMER Northwest REVISION HISTORY REVISION DESCRIPTION DATE APPROVED A REVISED DRAWING NOTES RE -SCALED DRAWING 12/28/2016 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 City a Tukwila BUILDING DIVISION 18375 Olympic Ave. S. Tukwila, WA 98188 RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER www.rainier.com 425-251-1800 Phone RAINIER PART# ISO 9001:2000 REGISTERED ISO 14001: EMS - REGISTERED Rack . t - South End RIPTIO A D Match Line See Page 4 —� 13 Smoke Vent eo I —►I 4'-6" �-+— Smoke Vent (4 Co T-11 4' 6" I-a— Smoke Vent co Till 4 6" I-"--• Smoke Vent '4 co I —o -I 4' 6" I --- ■ Smoke Vent '4 C -11:1 4'-6" I+— a Smoke Vent to So I —►I 4-6" I-4-- 0 Smoke Vent (4 co I —►I 4' 6" �-+-- 0 Smoke Vent t4 co I — i 4.-64.— Smoke Smoke Vent Co I —�I 4'-6" [-a— 0 IAV P:\R&D\Tukwila\Rainier\Building Plans\SHOP RE -ORGANIZATION - 2014\Rainier - Plans - Shop Re-Org - 2016 Rack Layout - R3.dwg Office Smoke Vent c9o I —►I 4'-6" I -.'— n Smoke Vent '4 co -LI 4 6" I -°-- ■ Smoke Vent _4 Co Tia -1 4'-6" I-�— a a Smoke Vent E4 20 �-►I 4' 6" I -.-- u ■ a FIRE Smoke Vent Z4 Bo Smoke Vent t4 Co 1-1-14 6" ELECTRICAL SERVICE PANELS a Smoke Vent '4 00 I —►1 4'-6" I-�— Smoke Vent '4 co f—►I 4' 6" ■ Smoke Vent '4 00 4'-6" I-t— Smoke Vent '4 CO 1114 6" I• -- Smoke Vent 5o I —►) 4'-6" I-�- - Smoke Vent Co Smoke Vent Co I —►-I 4'-6" I-� CD Smoke Vent 4 CO' I --�-I 4'-6" I� - 111 Rainier Ind. Rack Layout - North End Scale: 16" =1'-0" RAMP REVISION HISTORY REVISION DESCRIPTION DATE APPROVED A REVISED DRAWING NOTES RE -SCALED DRAWING 12/28/2016 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 2 8 2016 PERMIT CENTER RAINIER INDUSTRIES LTD. TOLERANCES i .x= .xx = ±.1",8" .xxx= ±.05",ib" 18375 Olympic Ave. S. Tukwila, WA 98188 CUSTOMER Northwest Hand �. ,.. Inc www.rainier.com 425-251-1800 Phone RAINIER PART# NA ISO 9001:2000 REGISTERED ISO 14001: EMS - REGISTERED Smoke Vent Locations - North End T DESCRIPTION 0 P•\R&fl\Tiikwtta\Rainier\RI dlding_Plans\SHOR_RF-ORGANT7AIID.N - 7014\ Rainier - Pla s - Shop Re-[1rg - 2016 Rack I aynitt _ R Smoke Vent Smoke Vent (4 Co -1-11 4.-6" 1--.4*— Smoke Vent Smoke Vent Smoke Vent Co -LI 4.-6" Smoke Vent Smoke Vent Rainier Ind. Rack Layout - South End Scale:16' =1'-0" Match Line See Page 3 RAINIER INDUSTRIES LTD. TOLERANCES CUSTOMER st H REVISION HISTORY REVISION DESCRIPTION DATE APPROVED REVISED DRAWING NOTES RE -SCALED DRAWING 12/28/2016 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2011 City of Tukwila BUILDING DIVISION 18375 Olympic Ave. S. Tukwila, WA 98188 RECEIVED ITY OF TUKWILA DEC 2 8 2016 ERMIT CENTER www.rainier.com 425-251-1800 Phone RAINIER PART NA ISO 9001:2000 REGISTERED ISO 14001: EMS - REGISTERED Smoke Vent Locations - South End DESCRIPTION 00