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PP - 350 TRECK DR - DARWINS PET FOOD - PERMITS AND PLANS
350 TRECK DR ASSOCIATED PERMITS 17-F-152 15-F-167 14-F-014 03-F-046 99-F-307 99-F-038 17-S-176 15-S-052 11-S-090 98-S-269 87-S-088 80-5-1041 78-5-1042 74-5-1023 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** / King Co. Assessor's Tax No.: 0ZZ3le 9 ° — va Site Address: D 'TWA( Pr TUk 1 k- V✓ Mil Suite Number: Floor: S Tenant Name: D+.YWS In ctut-1'4k ref Prodi/ifs New Tenant? ❑ - Yes - No Property Owner's Name: -C (t-56 M4x LL -C... MailingAddress: 5° 1 rt L,-1 l(.t- °//g City State Zip CONTACT),l PERSON -if there are questions about the submittal. y Name: -- 6- Lr Day Telephone: (Z'2 ) ^2 2c/-7 5 2 c( Company Name: C°(viql 191 U- r—i i(Pi Mailing Address: ( (1 C ' N A S 1 ST 5 rti i 7 /° / City State Zip E-mail Address: (96.0/ (I Co/ l(rt/( u- `f i {L, ✓l,(i'f " Fax Number: 13J5—o'M4i{05 Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 1 7 0 0O, OJ Scope of Work (please provide detailed information): N i A 1 — N evw 36 Uy j2evie'i-t PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature.`'�i� 6--0-0 Print Name: Yi VI Plan Permit App.doc Date: I /D` Day Telephone: ( 7-P d/ •- 2-2 (- 2 2 7 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 0223400045 Site Address: 350 Teck Dr., Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Darwin's Pet Products New Tenant? Q - Yes ❑ - No Property Owner's Name: Caseymax LLC Mailing Address: same as site address City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Karina Veliz Day Telephone: 206.349.5889 Company Name: Guardian Security Systems Mailing Address:1743 First Ave South, Seattle, WA 98134 E-mail Address: kveliz@guardiansecurity.com Total number of new/relocated devices or sprinkler heads: 3 City State Zip Fax Number: 206.374.2852 Valuation of Project (contractor's bid price): $ 3,800' Scope of Work (please provide detailed information): Add 3 devices to existing FACP. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING NER OR AUTHORI E AGENT: bh Signature: Date: 1 U Print Name: Karina Veliz Day Telephone: 206.349.5889 Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 350 Treck Dr, Tukwila , WA, 98188 Suite Number: Floor: 2 Tenant Name: Darwin's Natural Pet Food New Tenant? ❑ - Yes X❑ - No Property Owner's Name: Scott Taylor Mailing Address: Same as site address City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Peter Stokesberry Day Telephone: 206-323-8569 Company Name: Columbia Fire Mailing Address: 111 South Findley Street Seattle WA 98108 City State Zip E-mail Address: PeterS@ColumbiaFire.net Fax Number: 206-640-6100 Contractor's City of Tukwila NICET III number: 4265-0691-C Business License number: BUS -0994405 Total number of new/relocated devices or sprinkler heads: 49 Valuation of Project (contractor's bid price). $ 7,300.00 Scope of Work (please provide detailed information):NFPA13 Tenant Improvement Wet System. Add and relocate (49) pendent quick response sprinklers to restore coverage to remodeled walls and ceilings. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature: Print Name: THORIZED AGENT: Plan Permit App.doc Day Telephon Date: 9/€7Q ,2q s_ y 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 0Z2 34o604t-- Suite- Site Address: 350 `T-ZElC_ �� J Suite Number: Floor: 1 - Tenant Name: 1/R( -41J fe(4(icJ CTS New Tenant?, - Yes ❑ - No Property Owner's Name: AMEE, Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ?t1 t� P (Z Y � Day Telephone: 42 301 43 /g - Company Name: Ci Mgt it ` ,fec Mailing Address: 1 1 1 S rrt& 'tom A- 96100 City State Zip E-mail Address: L1(.11 -Co A tRft(L .naizq- Fax Number: 2bt, 340 (pfpp Total number of new/relocated devices or sprinkler heads: 135^ Valuation of Project (contractor's bid price): $ 211 500 Scope of Work (please provide detailed information): NV C) 1..X -v-) 17 .'i Pklu oi- i ; S 1-6 c ,tveg..7 L) (6R -14-b <t.. 4) 5l) 1 I-) Co LC ii -4-n€ Art- Part PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ' OR AU ORIZED AGENT: Signature: o Print Name: 1611,1t- DA-R-2o1,J Plan Permit App.doc Date: i 14 Of 8 b9 Day Telephone: Lou 2-3-2- 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 350 Treck Drive Tenant Name: Darwin's Pet Products New Tenant? -Yes ❑ - No Property Owner's Name: Kelly Goodwin Hardwoods Mailing Address: 350 Treck Dr., Tukwila, WA 98188 City State Zip King Co. Assessor's Tax No.: 0223400045 Suite Number: Floor: CONTACT PERSON -if there are questions about the submittal. Name: Karina Veliz Day Telephone: 206.349.5889 Company Name: Guardian Security Systems Mailing Address: 1743 First Ave South, Seattle, WA 98134 E-mail Address: kveliz@guardiansecurity.com City State Zip Fax Number: 206.628.4990 Total number of new/relocated devices or sprinkler heads: 53 Valuation of Project (contractor's bid price): $ 21 , 700. Scope of Work (please provide detailed information): Installing a new FACP with 52 devices. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO ZED AGENT: Signature: Print Name: Karina Veliz Plan Permit App.doc Date: 1 Day Telephone: 206.349.5889 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Darwin Pet Products 350 Treck Dr. Permit No.: 14-S-090 Date: April 24, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Darwin's Natural Pet Food 350 Treck Dr. Permit No.: 17-S-176 Date: September 20, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Darwin Natural Pet Products 350 Treck Dr Permit No.: 15-S-052 Date: April 9, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and (located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. LIST OF MATERIALS SUPPLIED TO: KELLY GOODWIN 350 TREK DRIVE TUKWILA, WA 98188 FOR MONITORING ADDITION BY: ADT SECURITY SYSTEMS SUITE 101 841 POWELL AVE SW RENTON WA 98055 CONTACT: DON LEE 654-3084 ADT Security Services, Inc. 111 n^`"^u A..o CW Suite 101 Renton, WA 98055-2910 Telephone 206 624 3103 Fax 206 654 2189 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards, Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: ,72_3 (f 9 By: 199 2— STATE STATE REGISTRATION NUMBER: ADTSESI032O5 DATE: 9-23-99 QUANTITY MODEL DESCRIPTION 1 1 1 VSR-F PIVS-B PS40 VANE TYPE WATERFLOW PIV TAMPER SWITCH HULO PRESSURE SWITCH NOTE: ADT IS CONNECTING THES ADDITIONAL DEVICES TO AN EXISTING VISTA 100 CONTROL PANEL FOR MONITORING BY ADT. TUKWILA FIRE DEPARTIvMtN1 Please call: 575-4407 and give this job No. 9 -F3o 7 and exact address for shut- down or restoration ap;.irovaL vs. FILE p@mwmi Ai qqq � SEP 2 3 , , ., ,., 6 Xt-5 Li) A two INTERNATIONAL LTD. COMPANY BATTERY CALCULATION Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description g Each Each Total Total Vista 100 1 0.0040 0.1000 0.0040 0.1000 VSF-R 1 0.0000 0.0000 0.0000 0.0000 PIVS-B 1 0.0000 0.0000 0.0000 0.0000 PS40 1 0.0000 0.0000 0.0000 0.0000 Totals: 4 0.0040 0.1000 Req. #Hrs Standby?: 24 Tot Alrm Min in Alrm?: 5 Min Amp Hr Batt Req= 0.11 (30% Batt Age Fac Inc) (130% Total Load) two /Fire & Security Battery Calculation Worksheet (all currents stated in mA) 3/6/2003 PROJECT: Kelly Goodwin Company Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA Vista 100 Control Panel (EXISTING) 1 300 440 300 440 0 0 5 Total System Standby mA 0 0 0 0 440 Total System Standby A/H 0 0 0 0 0.04 0 0 0 0 0 5.41 0 0 0 Total System Current 0 0 300 440 Notification Appliances (list all) DH400 Duct Detector 1 0 0 0 0 5 Total System Standby mA N/A 300 0 0 440 Total System Standby A/H N/A 18.00 0 0 0.04 0 N/A 18.04 0 0 5.41 0 N/A I 23.45 I 0 0 0 N/A 0 0 Notification Appliance Totals 0 0 0 Device Totals 1 0 0 Notification Appliances (list all) Standby Hrs. Required N/A 60 N/A 0 5 Total System Standby mA N/A 300 N/A 0 440 Total System Standby A/H N/A 18.00 N/A 0 0.04 0 N/A 18.04 N/A 0 5.41 0 N/A I 23.45 I N/A 0 0 N/A N/A 0 Notification Appliance Totals 0 N/A 0 Summary Section Standby Hrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 300 Total System Alarm mA 440 Total System Standby A/H 18.00 Total System Alarm A/H 0.04 Min. A/H Battery 18.04 ADD 30% FOR BATTERY DEPLETION 5.41 Required A/H Battery I 23.45 I A/H BATTERY PROVIDED FOR SYSTEM L 24 I BATTERY CALCULATION Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description (, Each Each Total Total Vista 100 1 0.0040 0.0040 0.0040 0.0040 Smoke Detector 3 0.0001 0.0400 0.0003 0.1200 Exist Smoke 3 0.0001 0.0400 0.0003 0.1200 Exist. Sprinkler Dev 4 0.0000 0.0000 0.0000 0.0000 Totals: 11 0.0046 0.2440 Req. #Hrs Standby?: 24 Tot Alrm Min in Alrm?: 5 Min Amp Hr Batt Req= (30% Batt Age Fac Inc) (130% Total Load) 0.14 /5 5-o.Sz COLUMBIA FIRE, INC. 111 SOUTH FINDLAY STREET SEATTLE,WA 98108 HYDRAULIC CALCULATIONS FOR DARWIN'S NATURAL PET PRODUCTS 350 TRECK DR. TUKWILA WA 98188 DRAWING NUMBER: FP 1 OF 1 DATE: 4/6/15 -DESIGN DATA - REMOTE AREA NUMBER: #1 REMOTE AREA LOCATION: (0*F)PICKING FREEZER OCCUPANCY CLASSIFICATION: NFPA 13 EXTRA HAZARD. DENSITY: 0.6 gpm/ 2500 sq. ft. AREA OF APPLICATION: 2178 sq. ft. COVERAGE PER SPRINKLER: 87 sq. ft. TYPE OF SPRINKLERS CALCULATED: DRY PEDENT - 286* - 11.2K NUMBER OF SPRINKLERS CALCULATED: 25 *IN -RACK SPRINKLER DEMAND: 0 gpm HOSE -STREAM DEMAND: 500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 1920.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 1420.7 gpm @ 76.5 psi TYPE OF SYSTEM: NFPA 13 WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: CITY OF TUKWILA Date: 4/1/15 By: MICHAEL CUSICK Location: TRECK DRIVE Static: 120 psi Residual: 20 psi Flow: 6941 gpm Source Elevation Relative to Finished Flow Level: -4 ft. INSTALLING CONTRACTOR Name: COLUMBIA FIRE Address: 111 S FINDLAY ST SEATTLE WA 98108 Phone: (206)-232-8569 Certification number: COLUMFI952MG NAME OF DESIGNER: LI G. LI AUTHORITY HAVING JURISDICTION:TUKWILA FM NOTES: Calculations performed by HASS under license # 27121906 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) • '''''`w'aSN''iOTOii'''''''i'E e'..ERTIrICATE OP COMPETENCY E r CTION SPRINKLER $YSTEME -f, Level 3 • • Cow a Fire Inc. a CO UMF1952M Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin WATER SUPPLY ANALYSIS 6941.0 gpm o iA H w W Ea 0 0 0 120.00 psi Resid E U . v a > > 0 m)a $ �+ O a) r U U 0 S.1 O a) co co • Ol o N rl 0 11 co co 01 a c6 as a) co a E Sa Ci N 0 a) a) a-� Q@U)AA m .-, a) E rt a vmUa)r-1 a) a :1 U -.i N • m 0 >. > o b o m m 4 0) • r am 4 mid Available 0 N o 0 N � H 0 w Lf) C7 rC L7 w a rx w m a w -- a m -H 0 O 0 0 0 N O O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 120.0 20.0 6941.0 110.7 1920.7 94.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1920.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1420.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 220S 20.0 K=10.90 22.9 52.2 219S 20.0 K=10.90 23.6 52.9 218S 20.0 K=10.90 29.4 59.1 217S 20.0 K=10.90 24.5 54.0 216S 20.0 K=10.90 25.2 54.7 215S 20.0 K=10.90 23.4 52.7 214S 20.0 K=10.90 24.0 53.4 213S 20.0 K=10.90 26.4 56.0 212S 20.0 K=10.90 25.0 54.5 211S 20.0 K=10.90 25.7 55.2 2105 20.0 K=10.90 28.9 58.6 209S 20.0 K=10.90 29.1 58.8 2085 20.0 K=10.90 29.8 59.5 2075 20.0 K=10.90 29.5 59.2 2065 20.0 K=10.90 29.8 59.5 205S 20.0 K=10.90 28.2 57.9 2045 20.0 K=10.90 28.4 58.1 2035 20.0 K=10.90 29.1 58.8 2025 20.0 K=10.90 28.8 58.5 2015 20.0 K=10.90 29.0 58.7 221S 20.0 K=10.90 30.1 59.8 222S 20.0 K=10.90 27.9 57.6 223S 20.0 K=10.90 27.9 57.5 224S 20.0 K=10.90 27.2 56.8 225S 20.0 K=10.90 27.0 56.6 225A 21.5 - - - - 32.7 - - - 224A 21.5 32.9 223A 21.5 33.8 222A 21.5 33.8 221A 21.5 36.4 220A 21.5 27.7 219A 21.5 28.5 218A 21.5 35.7 217A 21.5 29.7 216A 21.5 30.5 215A 21.5 28.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 214A 21.5 - - - - 29.0 - - - 213A 21.5 - - - - 31.9 - - - 212A 21.5 - - - - 30.3 - - - 211A 21.5 - - - - 31.1 - - - 210A 21.5 - - - - 35.0 - - - 209A 21.5 - - - - 35.2 - - - 208A 21.5 - - - - 36.1 - - - 207A 21.5 - - - - 35.8 - - - 206A 21.5 - - - - 36.0 - - - 205A 21.5 - - - - 34.1 - - - 204A 21.5 - - - - 34.4 - - - 203A 21.5 - - - - 35.2 - - - 202A 21.5 - - - - 34.9 - - - 201A 21.5 - - - - 35.1 - - - 225 22.7 - - - - 37.5 - - - 224 22.7 - - - - 37.8 - - - 223 22.7 - - - - 38.8 - - - 222 22.7 - - - - 38.9 - - - 221 22.7 - - - - 39.1 - - - 215 22.7 - - - - 29.7 - - - 214 22.7 - - - - 30.6 - - - 213 22.7 - - - - 33.6 - - - 212 22.7 - - - - 31.9 - - - 211 22.7 - - - - 32.8 - - - 210 22.7 - - - - 39.8 - - - 209 22.7 - - - - 40.1 - - - 208 22.7 - - - - 41.1 - - - 207 22.7 - - - - 40.7 - - - 206 22.7 - - - - 41.0 - - - 205 22.7 - - - - 40.5 - - - 204 22.7 - - - - 40.8 - - - 203 22.7 - - - - 41.8 - - - 202 22.7 - - - - 41.4 - - - 201 22.7 - - - - 41.7 - - - 91R 22.7 - - - - 45.8 - - - 81R 22.7 - - - - 45.5 - - - 71R 22.7 - - - - 47.1 - - - 61R 22.7 - - - - 48.0 - - - 90R 22.7 - - - - 39.9 - - - 80R 22.7 - - - - 35.0 - - - 70R 22.7 - - - - 41.7 - - - 60R 22.7 - - - - 42.4 - - - 110 22.7 - - - - 46.9 - - - 100 22.7 - - - - 45.2 - - - 91 21.4 - - - - 47.5 - - - 81 21.4 - - - - 48.0 - - - 71 21.4 - - - - 48.7 - - - 61 21.4 - - - - 49.6 - - - 90 21.4 - - - - 45.7 - - - 80 21.4 - - - - 45.7 - - - 70 21.4 - - - - 45.9 - - - 60 21.4 - - - - 46.4 - - - 50 21.4 - - - - 57.9 - - - 40 21.4 - - - - 65.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 30 21.4 68.2 TOR 21.4 68.9 BOR 4.5 76.5 BOU 2.5 78.0 BIN 2.5 83.0 20 1.5 84.3 MOU -4.0 89.4 MIN -4.0 - - - - 93.4 - - - SOURCE -4.0 SOURCE 94.1 1420.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 1.00 140 0.7 SOURCE -4.0 94.1 1420.7 MOU D8.000 T:59.0 66.00 0.0 MIN -4.0 93.4 1420.7 8.390 G: 7.0 67.00 0.010 0.7 Pipe: 2 0.0 Fixed Pressure Loss Device MIN -4.0 93.4 1420.7 20 4.0 psi, 1420.7 gpm MOU -4.0 89.4 1420.7 Pipe: 3 0.0 0.0 80.00 140 5.1 MOU -4.0 89.4 1420.7 BIN D8.000 4E124.0 183.00 -2.4 20 1.5 84.3 1420.7 8.390 T:59.0 263.00 0.010 2.7 Pipe: 4 0.0 0.0 1.00 140 1.3 20 1.5 84.3 1420.7 BOU D8.000 T:59.0 79.00 -0.4 BIN 2.5 83.0 1420.7 8.390 B:20.0 80.00 0.010 0.8 Pipe: 5 0.0 Fixed Pressure Loss Device BIN 2.5 83.0 1420.7 BOR 5.0 psi, 1420.7 gpm BOU 2.5 78.0 1420.7 Pipe: 6 0.0 0.0 2.00 120 1.5 BOU 2.5 78.0 1420.7 TOR B8.000 T:41.0 41.00 -0.9 BOR 4.5 76.5 1420.7 8.249 43.00 0.015 0.6 Pipe: 7 0.0 0.0 16.92 120 7.6 BOR 4.5 76.5 1420.7 30 B8.000 -- 0.00 -7.3 TOR 21.4 68.9 1420.7 8.249 16.92 0.015 0.3 Pipe: 8 0.0 0.0 TOR 21.4 68.9 1420.7 40 30 21.4 68.2 1420.7 Pipe: 9 0.0 757.2 61 30 21.4 68.2 663.5 50 40 21.4 65.8 1420.7 Pipe: 10 0.0 0.0 40 21.4 65.8 663.5 60 50 21.4 57.9 663.5 Pipe: 11 0.0 191.2 60R 50 21.4 57.9 472.3 70 60 21.4 46.4 663.5 Pipe: 12 0.0 196.8 70R 60 21.4 46.4 275.5 80 70 21.4 45.9 472.3 Pipe: 13 0.0 344.1 80R 70 21.4 45.9 -68.6 90 80 21.4 45.7 275.5 B8.000 E:21.0 8.249 B6.000 E:18.0 6.357 B4.000 T:26.0 4.260 B4.000 E:13.0 4.260 B4.000 4.260 B4.000 4.260 23.00 120 0.7 21.00 0.0 44.00 0.015 0.7 27.00 120 2.4 18.00 0.0 45.00 0.054 2.4 60.00 120 7.9 26.00 0.0 86.00 0.092 7.9 112.00 120 11.5 13.00 0.0 125.00 0.092 11.5 10.66 120 0.5 0.00 0.0 10.66 0.049 0.5 10.17 120 0.2 0.00 0.0 10.17 0.018 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 344.1 80R 12.58 120 0.0 90 21.4 45.7 -275.5 70 B4.000 -- 0.00 0.0 80 21.4 45.7 68.6 4.260 12.58 0.001 0.0 Pipe: 15 100 90 Pipe: 16 40 61 Pipe: 17 61 71 Pipe: 18 71 81 Pipe: 19 81 91 Pipe: 20 91 110 Pipe: 21 110 100 22.7 21.4 21.4 21.4 21.4 21.4 21.4 21.4 0.0 243.0 90R 45.2 68.6 80 45.7 311.6 0.0 100.8 61R 65.8 656.4 71 49.6 757.2 0.0 98.7 71R 49.6 557.7 81 48.7 656.4 0.0 141.5 81R 48.7 416.1 91 48.0 557.7 B4.000 4.260 B4.000 T:26.0 4.260 B4.000 2.33 120 0.00 2.33 0.023 0.5 0.6 0.1 112.00 120 16.2 26.00 0.0 138.00 0.117 16.2 10.66 120 1.0 - 0.00 0.0 4.260 10.66 0.090 1.0 B4.000 4.260 0.0 104.6 91R 21.4 48.0 311.6 110 B4.000 21.4 47.5 416.1 4.260 21.4 22.7 22.7 22.7 0.0 47.5 46.9 0.0 46.9 45.2 0.0 311.6 100 311.6 0.0 311.6 90 311.6 B4.000 4.260 B4.000 E:13.0 4.260 10.17 120 0.00 10.17 0.067 12.58 120 0.00 12.58 0.039 2.33 120 0.00 2.33 0.023 60.00 120 13.00 73.00 0.023 0.7 0.0 0.7 0.5 0.0 0.5 0.6 - 0.6 0.1 1.7 0.0 1.7 Pipe: 22 0.0 174.7 203 1.50 120 4.0 60 21.4 46.4 117.2 201 B2.000 T:12.0 12.00 -0.6 60R 22.7 42.4 191.2 2.157 13.50 0.253 3.4 Pipe: 23 70 7OR Pipe: 24 80 80R Pipe: 25 90 9OR Pipe: 26 61 61R 21.4 22.7 21.4 22.7 21.4 22.7 21.4 22.7 0.0 176.8 208 45.9 118.7 206 41.7 196.8 0.0 45.7 35.0 267.2 213 218.5 211 344.1 0.0 230.2 223 45.7 117.4 221 39.9 243.0 0.0 0.0 49.6 100.8 60R 48.0 100.8 B2.000 T:12.0 2.157 B2.000 T:12.0 2.157 B2.000 T:12.0 2.157 B2.000 T:12.0 2.157 1.50 120 12.00 13.50 0.267 4.2 - 0.6 3.6 1.50 120 10.7 12.00 -0.6 13.50 0.751 10.1 1.50 120 12.00 13.50 0.394 1.50 120 12.00 13.50 0.077 5.9 - 0.6 5.3 1.6 - 0.6 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 0.0 0.0 1.50 120 1.6 71 21.4 48.7 98.7 70R B2.000 T:12.0 12.00 -0.6 71R 22.7 47.1 98.7 2.157 13.50 0.075 1.0 Pipe: 28 0.0 0.0 1.50 120 2.5 81 21.4 48.0 141.5 80R B2.000 T:12.0 12.00 -0.6 81R 22.7 45.5 141.5 2.157 13.50 0.145 2.0 Pipe: 29 91 91R 21.4 22.7 0.0 0.0 47.5 104.6 90R 45.8 104.6 Pipe: 30 0.0 174.7 203 61R 22.7 48.0 117.2 201 60R 22.7 42.4 100.8 Pipe: 31 71R 70R 22.7 22.7 0.0 176.8 208 47.1 118.7 206 41.7 98.7 B2.000 T:12.0 2.157 B2.000 T:12.0 2.157 B2.000 T:12.0 2.157 1.50 120 12.00 13.50 0.083 60.00 120 12.00 72.00 0.077 60.00 120 12.00 72.00 0.075 5.6 0.0 5.6 5.4 0.0 5.4 Pipe: 32 0.0 267.2 213 60.00 120 10.5 81R 22.7 45.5 218.5 211 B2.000 T:12.0 12.00 0.0 80R 22.7 35.0 141.5 2.157 72.00 0.145 10.5 Pipe: 33 0.0 230.2 223 60.00 120 6.0 91R 22.7 45.8 117.4 221 B2.000 T:12.0 12.00 0.0 90R 22.7 39.9 104.6 2.157 72.00 0.083 6.0 Pipe: 34 60R 201 Pipe: 35 201 202 Pipe: 36 60R 203 Pipe: 37 203 204 Pipe: 38 204 205 Pipe: 39 70R 206 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 0.0 42.4 41.7 0.0 41.7 41.4 0.0 42.4 41.8 0.0 41.8 40.8 0.0 40.8 40.5 0.0 41.7 41.0 58.7 201A 58.5 202 117.2 0.0 58.5 202A 58.5 58.8 203A 115.9 204 174.7 58.1 204A 57.9 205 115.9 0.0 57.9 205A 57.9 59.5 206A 59.2 207 118.7 B2.000 2.157 B2.000 2.157 B2.000 2.157 B2.000 2.157 B2.000 2.157 B2.000 2.157 7.00 120 0.00 7.00 0.102 10.00 120 - --- 0.00 10.00 0.028 3.00 120 0.00 3.00 0.214 10.00 120 - --- 0.00 10.00 0.100 10.00 120 - --- 0.00 10.00 0.028 7.00 120 0.00 7.00 0.105 0.7 0.0 0.7 0.3 0.0 0.3 0.6 0.0 0.6 1.0 0.0 1.0 0.3 0.0 0.3 0.7 0.0 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 0.0 0.0 10.00 120 0.3 206 22.7 41.0 59.2 207A B2.000 - 0.00 0.0 207 22.7 40.7 59.2 2.157 10.00 0.029 0.3 Pipe: 41 70R 208 Pipe: 42 208 209 Pipe: 43 209 210 Pipe: 44 80R 211 Pipe: 45 211 212 Pipe: 46 80R 213 Pipe: 47 213 214 Pipe: 48 214 215 22.7 22.7 22.7 22.7 22.7 22.7 22.7 22.7 0.0 41.7 41.1 0.0 41.1 40.1 0.0 40.1 39.8 59.5 208A 117.3 209 176.8 58.8 209A 58.6 210 117.3 0.0 58.6 210A 58.6 0.0 54.7 216A 35.0 108.5 212 32.8 218.5 B2.000 2.157 B2.000 2.157 B2.000 2.157 B2.000 2.157 0.0 54.0 217A 22.7 32.8 54.5 212A B2.000 22.7 31.9 108.5 2.157 22.7 22.7 0.0 56.0 213A 35.0 211.2 214 33.6 267.2 0.0 52.9 219A 22.7 33.6 104.9 215 22.7 30.6 211.2 22.7 22.7 0.0 30.6 29.7 52.2 220A 52.7 215A 104.9 B2.000 2.157 B2.000 2.157 B2.000 2.157 3.00 120 0.00 3.00 0.219 10.00 120 0.00 10.00 0.103 10.00 120 0.00 10.00 0.028 7.00 120 0.00 7.00 0.324 10.00 120 0.00 10.00 0.089 3.00 120 0.00 3.00 0.470 10.00 120 0.00 10.00 0.304 10.00 120 0.00 10.00 0.083 0.7 0.0 0.7 1.0 0.0 1.0 0.3 0.0 0.3 2.3 0.0 2.3 0.9 0.0 0.9 1.4 0.0 1.4 3.0 0.0 3.0 0.8 0.0 0.8 Pipe: 49 0.0 59.8 221A 7.00 120 0.7 90R 22.7 39.9 57.6 222 B2.000 -- 0.00 0.0 221 22.7 39.1 117.4 2.157 7.00 0.103 0.7 Pipe: 50 221 222 Pipe: 51 90R 223 Pipe: 52 223 224 22.7 22.7 22.7 22.7 22.7 22.7 0.0 39.1 38.9 0.0 57.6 222A 57.6 0.0 57.5 223A 39.9 113.5 224 38.8 230.2 0.0 38.8 37.8 56.8 224A 56.6 225 113.5 B2.000 2.157 B2.000 2.157 B2.000 2.157 10.00 120 0.00 10.00 0.028 3.00 120 0.00 3.00 0.357 10.00 120 -- 0.00 10.00 0.096 0.3 0.0 0.3 1.1 0.0 1.1 1.0 0.0 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 53 0.0 0.0 10.00 120 0.3 224 22.7 37.8 56.6 225A B2.000 - 0.00 0.0 225 22.7 37.5 56.6 2.157 10.00 0.027 0.3 Pipe: 54 0.0 201 22.7 41.7 201A 21.5 35.1 0.0 58.7 2015 58.7 A1.000 2E: 4.0 1.049 3.44 120 4.00 7.44 0.954 6.6 0.5 7.1 Pipe: 55 0.0 0.0 3.44 120 6.5 202 22.7 41.4 58.5 202S A1.000 2E: 4.0 4.00 0.5 202A 21.5 34.9 58.5 1.049 7.44 0.948 7.1 Pipe: 56 0.0 203 22.7 41.8 203A 21.5 35.2 Pipe: 57 0.0 204 22.7 40.8 204A 21.5 34.4 0.0 58.8 203S 58.8 0.0 58.1 204S 58.1 A1.000 2E: 4.0 1.049 A1.000 2E: 4.0 1.049 3.44 120 4.00 7.44 0.956 3.44 120 4.00 7.44 0.935 6.6 0.5 7.1 6.4 0.5 7.0 Pipe: 58 0.0 0.0 3.44 120 6.4 205 22.7 40.5 57.9 205S A1.000 2E: 4.0 4.00 0.5 205A 21.5 34.1 57.9 1.049 7.44 0.929 6.9 Pipe: 59 0.0 206 22.7 41.0 206A 21.5 36.0 Pipe: 60 0.0 207 22.7 40.7 207A 21.5 35.8 Pipe: 61 0.0 208 22.7 41.1 208A 21.5 36.1 Pipe: 62 0.0 209 22.7 40.1 209A 21.5 35.2 Pipe: 63 0.0 210 22.7 39.8 210A 21.5 35.0 0.0 59.5 2065 59.5 0.0 59.2 207S 59.2 0.0 59.5 208S 59.5 0.0 58.8 2095 58.8 0.0 58.6 2105 58.6 A1.000 2E: 4.0 1.049 A1.000 2E: 4.0 1.049 A1.000 2E: 4.0 1.049 A1.000 2E: 4.0 1.049 A1.000 2E: 4.0 1.049 Pipe: 64 0.0 0.0 211 22.7 32.8 55.2 211S A1.250 2E: 6.0 211A 21.5 31.1 55.2 1.380 1.61 120 4.00 5.61 0.977 1.61 120 4.00 5.61 0.970 1.61 120 4.00 5.61 0.978 1.61 120 4.00 5.61 0.956 1.61 120 4.00 5.61 0.950 3.69 120 6.00 9.69 0.224 5.0 0.5 5.5 4.9 0.5 5.4 5.0 0.5 5.5 4.8 0.5 5.4 4.8 0.5 5.3 1.7 0.5 2.2 Pipe: 65 0.0 0.0 3.69 120 1.6 212 22.7 31.9 54.5 212S A1.250 2E: 6.0 6.00 0.5 212A 21.5 30.3 54.5 1.380 9.69 0.219 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 66 0.0 0.0 3.69 120 1.7 213 22.7 33.6 56.0 213S A1.250 2E: 6.0 6.00 0.5 213A 21.5 31.9 56.0 1.380 9.69 0.230 2.2 Pipe: 67 0.0 0.0 3.69 120 1.5 214 22.7 30.6 53.4 214S A1.250 2E: 6.0 6.00 0.5 214A 21.5 29.0 53.4 1.380 9.69 0.211 2.0 Pipe: 68 0.0 215 22.7 29.7 215A 21.5 28.3 0.0 52.7 215S 52.7 A1.250 2E: 6.0 1.380 3.69 120 1.5 6.00 0.5 9.69 0.205 2.0 Pipe: 69 0.0 0.0 6.44 120 2.2 211 22.7 32.8 54.7 216S A1.250 2E: 6.0 6.00 0.5 216A 21.5 30.5 54.7 1.380 12.44 0.220 2.7 Pipe: 70 0.0 212 22.7 31.9 217A 21.5 29.7 0.0 54.0 217S 54.0 A1.250 2E: 6.0 1.380 6.44 120 2.2 6.00 0.5 12.44 0.215 2.7 Pipe: 71 0.0 0.0 8.32 120 3.1 223 22.7 38.8 59.1 218S A1.250 2E: 6.0 6.00 0.5 218A 21.5 35.7 59.1 1.380 14.32 0.254 3.6 Pipe: 72 0.0 0.0 6.44 120 2.1 214 22.7 30.6 52.9 219S A1.250 2E: 6.0 6.00 0.5 219A 21.5 28.5 52.9 1.380 12.44 0.207 2.6 Pipe: 73 0.0 0.0 6.44 120 2.0 215 22.7 29.7 52.2 220S A1.250 2E: 6.0 6.00 0.5 220A 21.5 27.7 52.2 1.380 12.44 0.202 2.5 Pipe: 74 0.0 221 22.7 39.1 221A 21.5 36.4 0.0 59.8 221S 59.8 A1.250 2E: 6.0 1.380 6.44 120 2.7 6.00 0.5 12.44 0.259 3.2 Pipe: 75 0.0 0.0 2.03 120 5.0 222 22.7 38.9 57.6 222S A1.000 2E: 4.0 4.00 0.5 222A 21.5 33.8 57.6 1.049 6.03 0.921 5.6 Pipe: 76 0.0 0.0 2.03 120 5.0 223 22.7 38.8 57.5 223S A1.000 2E: 4.0 4.00 0.5 223A 21.5 33.8 57.5 1.049 6.03 0.919 5.5 Pipe: 77 0.0 0.0 2.03 120 4.9 224 22.7 37.8 56.8 224S A1.000 2E: 4.0 4.00 0.5 224A 21.5 32.9 56.8 1.049 6.03 0.898 5.4 Pipe: 78 0.0 0.0 2.03 120 4.9 225 22.7 37.5 56.6 225S A1.000 2E: 4.0 4.00 0.5 225A 21.5 32.7 56.6 1.049 6.03 0.893 5.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 79 10.90 58.7 Disch 201A 21.5 35.1 0.0 A1.000 T: 3.6 201S 20.0 29.0 58.7 1.049 Pipe: 80 10.90 58.5 Disch 202A 21.5 34.9 0.0 A1.000 T: 3.6 2025 20.0 28.8 58.5 1.049 Pipe: 81 10.90 58.8 Disch 203A 21.5 35.2 0.0 203S 20.0 29.1 58.8 Pipe: 82 10.90 58.1 Disch 204A 21.5 34.4 0.0 2045 20.0 28.4 58.1 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 Pipe: 83 10.90 57.9 Disch 205A 21.5 34.1 0.0 A1.000 T: 3.6 205S 20.0 28.2 57.9 1.049 Pipe: 84 10.90 59.5 Disch 206A 21.5 36.0 0.0 A1.000 T: 3.6 206S 20.0 29.8 59.5 1.049 Pipe: 85 10.90 59.2 Disch 207A 21.5 35.8 0.0 2075 20.0 29.5 59.2 Pipe: 86 10.90 59.5 Disch 208A 21.5 36.1 0.0 2085 20.0 29.8 59.5 Pipe: 87 10.90 58.8 Disch 209A 21.5 35.2 0.0 2095 20.0 29.1 58.8 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 Pipe: 88 10.90 58.6 Disch 210A 21.5 35.0 0.0 A1.000 T: 3.6 210S 20.0 28.9 58.6 1.049 Pipe: 89 10.90 55.2 Disch 211A 21.5 31.1 0.0 211S 20.0 25.7 55.2 Pipe: 90 10.90 54.5 Disch 212A 21.5 30.3 0.0 212S 20.0 25.0 54.5 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 Pipe: 91 10.90 56.0 Disch 213A 21.5 31.9 0.0 A1.000 T: 3.6 213S 20.0 26.4 56.0 1.049 1.50 100 6.1 3.57 0.6 5.07 1.337 6.8 1.50 100 6.1 3.57 0.6 5.07 1.329 6.7 1.50 100 6.1 3.57 0.6 5.07 1.339 6.8 1.50 100 6.0 3.57 0.6 5.07 1.310 6.6 1.50 100 5.9 3.57 0.6 5.07 1.301 6.6 1.50 100 6.3 3.57 0.6 5.07 1.368 6.9 1.50 100 6.2 3.57 0.6 5.07 1.359 6.9 1.50 100 6.3 3.57 0.6 5.07 1.371 6.9 1.50 100 6.1 3.57 0.6 5.07 1.339 6.8 1.50 100 6.1 3.57 0.6 5.07 1.330 6.7 1.50 100 5.4 3.57 0.6 5.07 1.194 6.1 1.50 100 5.3 3.57 0.6 5.07 1.165 5.9 1.50 100 5.5 3.57 0.6 5.07 1.223 6.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 92 214A 214S Pipe: 93 215A 215S 21.5 20.0 21.5 20.0 10.90 29.0 24.0 10.90 28.3 23.4 53.4 Disch 0.0 53.4 52.7 Disch 0.0 52.7 Pipe: 94 10.90 54.7 Disch 216A 21.5 30.5 0.0 216S 20.0 25.2 54.7 Pipe: 95 217A 217S Pipe: 96 218A 218S Pipe: 97 219A 219S Pipe: 98 220A 220S Pipe: 99 221A 221S 21.5 20.0 21.5 20.0 21.5 20.0 21.5 20.0 21.5 20.0 10.90 29.7 24.5 10.90 35.7 29.4 10.90 28.5 23.6 10.90 27.7 22.9 10.90 36.4 30.1 54.0 Disch 0.0 54.0 59.1 Disch 0.0 59.1 52.9 Disch 0.0 52.9 52.2 Disch 0.0 52.2 59.8 Disch 0.0 59.8 Pipe: 100 10.90 57.6 Disch 222A 21.5 33.8 0.0 222S 20.0 27.9 57.6 Pipe: 101 10.90 57.5 Disch 223A 21.5 33.8 0.0 223S 20.0 27.9 57.5 Pipe: 102 10.90 56.8 Disch 224A 21.5 32.9 0.0 224S 20.0 27.2 56.8 Pipe: 103 10.90 56.6 Disch 225A 21.5 32.7 0.0 225S 20.0 27.0 56.6 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 A1.000 T: 3.6 1.049 1.50 100 3.57 5.07 1.122 1.50 100 3.57 5.07 1.094 1.50 100 3.57 5.07 1.174 1.50 100 3.57 5.07 1.145 1.50 100 3.57 5.07 1.355 1.50 100 3.57 5.07 1.103 1.50 100 3.57 5.07 1.076 1.50 100 3.57 5.07 1.382 1.50 100 3.57 5.07 1.291 1.50 100 3.57 5.07 1.288 1.50 100 3.57 5.07 1.259 1.50 100 3.57 5.07 1.251 5.0 0.6 5.7 4.9 0.6 5.5 5.3 0.6 6.0 5.2 0.6 5.8 6.2 0.6 6.9 4.9 0.6 5.6 4.8 0.6 5.5 6.4 0.6 7.0 5.9 0.6 6.5 5.9 0.6 6.5 5.7 0.6 6.4 5.7 0.6 6.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 4/7/2015ERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 27121906 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 0.157 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 30.2 ft/sec at pipe 24. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 109.37 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 ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 4/7/2015C:\USERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE -4.00 120.0 20.0 6941 500 Node Data Node Tag Elevation K Node Tag Elevation K (ft) (ft) 2205 20.00 10.90 201A 21.50 0.00 219S 20.00 10.90 225 22.69 0.00 218S 20.00 10.90 224 22.69 0.00 217S 20.00 10.90 223 22.69 0.00 216S 20.00 10.90 222 22.69 0.00 215S 20.00 10.90 221 22.69 0.00 214S 20.00 10.90 215 22.69 0.00 213S 20.00 10.90 214 22.69 0.00 212S 20.00 10.90 213 22.69 0.00 211S 20.00 10.90 212 22.69 0.00 210S 20.00 10.90 211 22.69 0.00 2095 20.00 10.90 210 22.69 0.00 208S 20.00 10.90 209 22.69 0.00 207S 20.00 10.90 208 22.69 0.00 2065 20.00 10.90 207 22.69 0.00 205S 20.00 10.90 206 22.69 0.00 204S 20.00 10.90 205 22.69 0.00 203S 20.00 10.90 204 22.69 0.00 202S 20.00 10.90 203 22.69 0.00 201S 20.00 10.90 202 22.69 0.00 221S 20.00 10.90 201 22.69 0.00 222S 20.00 10.90 91R 22.69 0.00 223S 20.00 10.90 81R 22.69 0.00 224S 20.00 10.90 71R 22.69 0.00 225S 20.00 10.90 61R 22.69 0.00 225A 21.50 0.00 90R 22.69 0.00 224A 21.50 0.00 80R 22.69 0.00 223A 21.50 0.00 70R 22.69 0.00 222A 21.50 0.00 60R 22.69 0.00 221A 21.50 0.00 110 22.69 0.00 220A 21.50 0.00 100 22.69 0.00 219A 21.50 0.00 91 21.42 0.00 218A 21.50 0.00 81 21.42 0.00 217A 21.50 0.00 71 21.42 0.00 216A 21.50 0.00 61 21.42 0.00 215A 21.50 0.00 90 21.42 0.00 214A 21.50 0.00 80 21.42 0.00 213A 21.50 0.00 70 21.42 0.00 212A 21.50 0.00 60 21.42 0.00 211A 21.50 0.00 50 21.42 0.00 210A 21.50 0.00 40 21.42 0.00 209A 21.50 0.00 30 21.42 0.00 208A 21.50 0.00 TOR 21.42 0.00 207A 21.50 0.00 BOR 4.50 0.00 206A 21.50 0.00 BOU 2.50 0.00 205A 21.50 0.00 BIN 2.50 0.00 204A 21.50 0.00 20 1.50 0.00 203A 21.50 0.00 MOU -4.00 0.00 202A 21.50 0.00 MIN -4.00 0.00 SOURCE -4.00 SOURCE Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 4/7/2015C:\USERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 SOURCE MIN 1.00 TG 8.390 (D8.000) 140 2 MIN MOU Fixed Loss Device -4.0 psi 3 MOU 20 80.00 4ET 8.390 (D8.000) 140 4 20 BIN 1.00 TB 8.390 (D8.000) 140 5 BIN BOU Fixed Loss Device -5.0 psi 6 BOU BOR 2.00 T 8.249 (B8.000) 120 7 BOR TOR 16.92 0.0 8.249 (B8.000) 120 8 TOR 30 23.00 E 8.249 (B8.000) 120 9 30 40 27.00 E 6.357 (B6.000) 120 10 40 50 60.00 T 4.260 (B4.000) 120 11 50 60 112.00 E 4.260 (B4.000) 120 12 60 70 10.66 0.0 4.260 (B4.000) 120 13 70 80 10.17 0.0 4.260 (B4.000) 120 14 80 90 12.58 0.0 4.260 (B4.000) 120 15 90 100 2.33 0.0 4.260 (B4.000) 120 16 40 61 112.00 T 4.260 (B4.000) 120 17 61 71 10.66 0.0 4.260 (B4.000) 120 18 71 81 10.17 0.0 4.260 (B4.000) 120 19 81 91 12.58 0.0 4.260 (B4.000) 120 20 91 110 2.33 0.0 4.260 (B4.000) 120 21 110 100 60.00 E 4.260 (B4.000) 120 22 60 60R 1.50 T 2.157 (B2.000) 120 23 70 70R 1.50 T 2.157 (B2.000) 120 24 80 80R 1.50 T 2.157 (B2.000) 120 25 90 90R 1.50 T 2.157 (B2.000) 120 26 61 61R 1.50 T 2.157 (B2.000) 120 27 71 71R 1.50 T 2.157 (B2.000) 120 28 81 81R 1.50 T 2.157 (B2.000) 120 29 91 91R 1.50 T 2.157 (B2.000) 120 30 61R 60R 60.00 T 2.157 (B2.000) 120 31 71R 70R 60.00 T 2.157 (B2.000) 120 32 81R 80R 60.00 T 2.157 (B2.000) 120 33 91R 90R 60.00 T 2.157 (B2.000) 120 34 60R 201 7.00 0.0 2.157 (B2.000) 120 35 201 202 10.00 0.0 2.157 (B2.000) 120 36 60R 203 3.00 0.0 2.157 (B2.000) 120 37 203 204 10.00 0.0 2.157 (B2.000) 120 38 204 205 10.00 0.0 2.157 (B2.000) 120 39 70R 206 7.00 0.0 2.157 (B2.000) 120 40 206 207 10.00 0.0 2.157 (B2.000) 120 41 70R 208 3.00 0.0 2.157 (B2.000) 120 42 208 209 10.00 0.0 2.157 (B2.000) 120 43 209 210 10.00 0.0 2.157 (B2.000) 120 44 80R 211 7.00 0.0 2.157 (B2.000) 120 45 211 212 10.00 0.0 2.157 (B2.000) 120 46 80R 213 3.00 0.0 2.157 (B2.000) 120 47 213 214 10.00 0.0 2.157 (B2.000) 120 48 214 215 10.00 0.0 2.157 (B2.000) 120 49 90R 221 7.00 0.0 2.157 (B2.000) 120 50 221 222 10.00 0.0 2.157 (B2.000) 120 51 90R 223 3.00 0.0 2.157 (B2.000) 120 52 223 224 10.00 0.0 2.157 (B2.000) 120 53 224 225 10.00 0.0 2.157 (B2.000) 120 54 201 201A 3.44 2E 1.049 (A1.000) 120 55 202 202A 3.44 2E 1.049 (A1.000) 120 56 203 203A 3.44 2E 1.049 (A1.000) 120 57 204 204A 3.44 2E 1.049 (A1.000) 120 58 205 205A 3.44 2E 1.049 (A1.000) 120 59 206 206A 1.61 2E 1.049 (A1.000) 120 60 207 207A 1.61 2E 1.049 (A1.000) 120 SPRINKLER SYSTEM INPUT DATA Page 3 DATE: 4/7/2015C:\USERS\JEREMY SMITH\DESKTOP\LI\JOBS\2015\DARWIN\CAL\DARWIN.SDF JOB TITLE: Darwin 61 208 208A 1.61 2E 1.049 (A1.000) 120 62 209 209A 1.61 2E 1.049 (A1.000) 120 63 210 210A 1.61 2E 1.049 (A1.000) 120 64 211 211A 3.69 2E 1.380 (A1.250) 120 65 212 212A 3.69 2E 1.380 (A1.250) 120 66 213 213A 3.69 2E 1.380 (A1.250) 120 67 214 214A 3.69 2E 1.380 (A1.250) 120 68 215 215A 3.69 2E 1.380 (A1.250) 120 69 211 216A 6.44 2E 1.380 (A1.250) 120 70 212 217A 6.44 2E 1.380 (A1.250) 120 71 223 218A 8.32 2E 1.380 (A1.250) 120 72 214 219A 6.44 2E 1.380 (A1.250) 120 73 215 220A 6.44 2E 1.380 (A1.250) 120 74 221 221A 6.44 2E 1.380 (A1.250) 120 75 222 222A 2.03 2E 1.049 (A1.000) 120 76 223 223A 2.03 2E 1.049 (A1.000) 120 77 224 224A 2.03 2E 1.049 (A1.000) 120 78 225 225A 2.03 2E 1.049 (A1.000) 120 79 201A 201S 1.50 T 1.049 (A1.000) 100 80 202A 202S 1.50 T 1.049 (A1.000) 100 81 203A 2035 1.50 T 1.049 (A1.000) 100 82 204A 2045 1.50 T 1.049 (A1.000) 100 83 205A 2055 1.50 T 1.049 (A1.000) 100 84 206A 2065 1.50 T 1.049 (A1.000) 100 85 207A 207S 1.50 T 1.049 (A1.000) 100 86 208A 2085 1.50 T 1.049 (A1.000) 100 87 209A 209S 1.50 T 1.049 (A1.000) 100 88 210A 2105 1.50 T 1.049 (A1.000) 100 89 211A 211S 1.50 T 1.049 (A1.000) 100 90 212A 212S 1.50 T 1.049 (A1.000) 100 91 213A 213S 1.50 T 1.049 (A1.000) 100 92 214A 214S 1.50 T 1.049 (A1.000) 100 93 215A 215S 1.50 T 1.049 (A1.000) 100 94 216A 216S 1.50 T 1.049 (A1.000) 100 95 217A 217S 1.50 T 1.049 (A1.000) 100 96 218A 218S 1.50 T 1.049 (A1.000) 100 97 219A 219S 1.50 T 1.049 (A1.000) 100 98 220A 220S 1.50 T 1.049 (A1.000) 100 99 221A 221S 1.50 T 1.049 (A1.000) 100 100 222A 222S 1.50 T 1.049 (A1.000) 100 101 223A 223S 1.50 T 1.049 (A1.000) 100 102 224A 224S 1.50 T 1.049 (A1.000) 100 103 225A 225S 1.50 T 1.049 (A1.000) 100 April 23, 2014 David J. Baenaau 23208 Florence Acres Rd Monroe, WA 98272 Columbia Fire 111 South Findlay Street Seattle, WA 98108 Attn: Kyle Barrow Subject: Darwin's Natural Pet Products 350 Treck Drive Tukwila, WA Dear Mr. Barrow: This letter is to confirm that I have examined the sprinkler plans and hydraulic calculations for this project. Please include a copy of this letter with any submittal of the plans. Bused upon my review, I have the following comments: This project is a tenant improvement in an existing sprinklered building. Cookers and freezers are being added, and the occupancy is to be changed in the Fulfillment Area, The existing sprinkler system is to remain above the coolers and freezers. New 2" branch lines are to be connected to the existing 2" starter pieces in the Fulfillment .Area. They are to have new upright sprinkler heads rated at 286 degrees F, with a k factor of 11.2, and are spaced at 100 sq. it The Productions ,Area is to have new 2" branch limes connected to the existing 4" cross - main. The sprinklers are dry pendants with a k -factor of 5.6, and are rated at 286 degrees F. They are spaced at 130 sq, ft. The freezers and cooler are to have new 2 Va" branch lines connected to the a lsthag mains. The heads are dry pew:lents, with a k -factor of 11.2 and a temperature rating of 286 degrees F. They are spaced at 100 sq ft maximum. Hydraulic calculations; Two sets of hydraulic calculations have been submitted. They are based upon a water supply of 145 psi static pressure, and a residual pressure of 20 psi with 6900 spin flowing. Page 2 Remote Arca 1 is the Minus 20 degrees F freezer. It is oculated at a density of .60 gpm per sq. ft over the entire freezer (1836 sq.ft.). This conforms to Figure 17.2.1.2.1 (d), Note 2 of NEPA 13 (2010 Edition) for up to 20 ft. storage, and 5 to 10 ft. clearance to the ceiling. The system demand is 1513 gpm for the sprinklers, phis 500 gpm for outside hose, at a pressure of 83.4 psi. The safety margin is 48.8 psi. Remote Area 2 is the Fulfillment Area. It is calculated at a density of .60 gpm per sq. ft. over 2000 sq. ft., as required by Figure 17.2.1.2.1 (b) ofl''FPA 13 for 15 ft. storage and up to 10 ft. clearance to the ceiling. The system demand is 1360.7 gpm for the sprinklers, plus 500 gpm for outside hose, at a pressure of 8L3 psi. The safety margin is 52.7 psi. No other areas were calculated because they are less demanding than these two. Thank you for the opportunity to review these documents. I trust that this review will meet the requixements of those who requested it. If they require anything further, please let me know. Sincerely, David 1. Baerman, P.E. eP.IRIES 4W V1° Z). 11•-i ova 2 001x 00 Zoz ?LW Wrt 00. W 1 Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler Sprinkler K -Factor No. of Sprinkler Calculated In -Rack Demand Source Hose Demand Total Water Including Hose Name of Contractor Name of Designer Address Authority Having Jurisdiction HYDRAULIC CALCULATIONS for Darwin Pet Products 350 Trek Drive Tukwila, WA Contract No. S1311174 Date January 14, 2014 Design Data: Calc #1 - *20 Freezer See Design Criteria on Plans re OOOOOOOOOO ea i V 0, J N 4 0.CO oV) 03 E Yccj0U Entire Freezer See Notes 0.60 gpm/sq.ft 2500.0 sq.ft 100.0 sq.ft 11.20 24 0.0 gpm 500.0 gpm 2013.5 gpm Columbia Fire KB 111 S. Findlay St,Seattle, WA 98134 Tukwila OmniCADD Hydraulic Calculation Software v. 2.0 April 16, 14 01:12 PM Darwin Pet Products Page: 2 GENERAL RESULTS Total Water Including Hose 2013.5 gpm Additional Allowances 0.0 gpm Discharge from Sprinklers 1513.0 gpm Source Hose Demand 500.0 gpm Average Imbalance 0.051 gpm Maximum Imbalance 0.5 gpm Maximum Velocity @ Pipe: cm6 25.1 ft/s Maximum Fr. Loss @ Pipe: cm9 13.155 psi/ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE : 100 Static Pressure 145.0 psi Residual Pressure 20.0 psi Flow 6900.0 gpm Hose Allowance 500.0 gpm Available Pressure 132.2 psi Required Pressure 83.4 psi Safety Factor 36.9%, 48.8 psi Water Flowing 1513.5 gpm OmniCADD Hydraulic Calculation Software v. 2.0 April 16, 14 01:12 PM PSI 0 1300 150 im All AD 140 130 120 110 100 90 80 70 60 50 40 30 20 10 Darwin Pet Products Page: 3 Water Curves for Src : 100 2400 3200 3900 4500 5000 5500 6000 6400 6800 / E \, / / / i H 0 1300 2400 3200 3900 4500 5000 5500 6000 6400 6800 GPM Curve Values - X : psi @ gpm Supply Curve @ Src : 100 A: 145 @0 - 8: 137.4 @ 1513.5 - C: C:20@6900 Supply Curve with Hose @ Src : 100 D : 144 @ 0 - E : 132.2 @ 1513.5 - F : 20 @ 6400 Demand Curve @ Src : 100 9.5 @ 0 - G : 83.4 @ 1513.5 End Head Pressure Responce 0 @ 0 - H : 28.7 @ 1513.5 OmniCADD Hydraulic Calculation Software v. 2.0 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 April 1,6, 14 01:12 PM Darwin Pet Products NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm h24 Head 11.20 20.0 - - 32.9 64.2 h23 Head 11.20 20.0 - - 29.9 61.2 h22 Head 11.20 20.0 - - 33.3 64.6 h21 Head 11.20 20.0 - - 33.2 64.6 h20 Head 11.20 20.0 - - 31.9 63.3 h19 Head 11.20 20.0 - - 32.8 64.1 h18 Head 11.20 20.0 - - 28.6 59.9 h17 Head 11.20 20.0 - - 32.3 63.6 h16 Head 11.20 20.0 - - 31.3 62.7 h15 Head 11.20 20.0 - - 32.1 63.5 h14 Head 11.20 20.0 - - 31.7 63.1 h13 Head 11.20 20.0 - - 31.6 63.0 h12 Head 11.20 20.0 - - 31.2 62.5 h11 Head 11.20 20.0 - - 31.9 63.3 h10 Head 11.20 20.0 - - 31.5 62.9 h9 Head 11.20 20.0 - - 31.5 62.8 h8 Head 11.20 20.0 - - 31.2 62.5 h7 Head 11.20 20.0 - - 31.9 63.3 h6 Head 11.20 20.0 - - 31.6 62.9 h5 Head 11.20 20.0 - - 31.5 62.8 h4 Head 11.20 20.0 - - 31.3 62.7 h3 Head 11.20 20.0 - - 32.1 63.4 h2 Head 11.20 20.0 - - 31.7 63.1 h1 Head 11.20 20.0 - - 31.6 63.0 144 Head 11.20 22.0 - - 39.7 - 143 Head 11.20 22.0 - - 40.4 - 142 Head 11.20 22.0 - - 40.9 - 141 Head 11.20 22.0 - - 41.4 - 140 Head 11.20 22.0 - - 41.9 - 139 Head 11.20 22.0 - - 42.4 - 138 Head 11.20 22.0 - - 42.8 - 137 Head 11.20 22.0 - - 43.3 - 136 Head 11.20 22.0 - - 43.4 - 135 Head 11.20 22.0 - - 43.4 - 134 Head 11.20 22.0 - - 43.4 - 133 Head 11.20 22.0 - - 40.1 - 132 Head 11.20 22.0 - - 40.7 - 131 Head 11.20 22.0 - - 41.1 - 130 Head 11.20 22.0 - - 41.4 - 129 Head 11.20 22.0 - - 41.8 - 128 Head 11.20 22.0 - - 42.2 - 127 Head 11.20 22.0 - - 42.5 - 126 Head 11.20 22.0 - - 42.9 - 125 Head 11.20 22.0 - - 43.0 - 124 Head 11.20 22.0 - - 43.0 - 123 Head 11.20 22.0 - - 43.0 - 122 Head 11.20 22.0 - - 40.5 - 121 Head 11.20 22.0 - - 40.9 - 120 Head 11.20 22.0 - - 41.2 - 119 Head 11.20 22.0 - - 41.5 - 118 Head 11.20 22.0 - - 41.7 - 117 Head 11.20 22.0 - - 42.0 - 116 Head 11.20 22.0 - - 42.3 - 115 Head 11.20 22.0 - - 42.5 - 114 Head 11.20 22.0 - - 42.6 - 113 Head 11.20 22.0 - - 42.6 - 112 Head 11.20 22.0 - - 42.6 - OmniCADD Hydraulic Calculation Software v. 2.0 Page: 4 April 16, 14 01:12 PM Darwin Pet Products NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 111 Head 11.20 22.0 - - 40.8 - 110 Head 11.20 22.0 - - 41.1 - 109 Head 11.20 22.0 - - 41.3 - 108 Head 11.20 22.0 - - 41.5 - 107 Head 11.20 22.0 - - 41.7 - 106 Head 11.20 22.0 - - 41.9 - 105 Head 11.20 22.0 - - 42.1 - 104 Head 11.20 22.0 - - 42.3 - 103 Head 11.20 22.0 - - 42.3 - 102 Head 11.20 22.0 - - 42.3 - 101 Head 11.20 22.0 - - 42.3 - 100 Src [...] 0.0 - - 83.4 500.0 90 Node - 0.5 - - 81.7 - 85 FPLD 5.0 3.0 - - 75.6 - 82 Node - 20.5 - - 67.6 - 80 Node - 20.5 - - 61.7 - 73 Node - 20.5 - - 52.6 - 72 Node - 20.5 - - 48.4 - 71 Node - 20.5 - - 46.7 - 70 Node - 20.5 - - 45.2 - 69 Node - 20.5 - - 41.0 - 68 Node - 22.0 - - 37.4 - 67 Node - 20.5 - - 39.8 - 66 Node - 22.0 - - 36.3 - 65 Node - 20.5 - - 39.2 - 64 Node - 22.0 - - 35.6 - 63 Node - 20.5 - - 39.0 - 62 Node - 22.0 - - 35.5 - 61 Node - 20.5 - - 39.0 - 60 Node - 22.0 - - 35.5 - 59 Node - 20.5 - - 39.2 - 58 Node - 22.0 - - 35.6 - 57 Node - 20.5 - - 39.7 - 56 Node - 22.0 - - 39.7 - 55 Node - 20.5 - - 40.3 - 54 Node - 22.0 - - 40.1 - 53 Node - 20.5 - - 40.8 - 52 Node - 22.0 - - 40.5 - 51 Node - 20.5 - - 41.2 - 50 Node - 22.0 - - 40.8 - 49 Node - 20.5 - - 50.9 - 48 Node - 20.5 - - 50.0 - 47 Node - 20.5 - - 44.7 - 46 Node - 22.0 - - 43.4 - 45 Node - 20.5 - - 44.1 - 44 Node - 22.0 - - 43.0 - 43 Node - 20.5 - - 43.6 - 42 Node - 22.0 - - 42.6 - 41 Node - 20.5 - - 43.2 - 40 Node - 22.0 - - 42.3 - 24 Node - 22.0 - - 34.2 - 23 Node - 22.0 - - 35.2 - 22 Node - 22.0 - - 34.7 - 21 Node - 22.0 - - 34.6 - 20 Node - 22.0 - - 33.2 - 19 Node - 22.0 - - 34.1 - 18 Node - 22.0 - - 33.7 - OmniCADD Hydraulic Calculation Software v. 2.0 Page: 5 April 16, 14 01:12 PM Y Darwin Pet Products NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 17 Node - 22.0 - - 33.6 - 16 Node - 22.0 - - 32.6 - 15 Node - 22.0 - - 33.4 - 14 Node - 22.0 - - 33.0 - 13 Node - 22.0 - - 32.9 - 12 Node - 22.0 - - 32.5 - 11 Node - 22.0 - - 33.3 - 10 Node - 22.0 - - 32.9 - 9 Node - 22.0 - - 32.8 - 8 Node - 22.0 - - 32.5 - 7 Node - 22.0 - - 33.3 - 6 Node - 22.0 - - 32.9 - 5 Node - 22.0 - - 32.8 - 4 Node - 22.0 - - 32.6 - 3 Node - 22.0 - - 33.4 - 2 Node - 22.0 - - 33.0 - 1 Node - 22.0 - - 32.9 - OmniCADD Hydraulic Calculation Software v. 2.0 Page: 6 0 0 130 CL 0) 0 c I 0 (0 Q Cn W a 0) CL > F - Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Velocity (i) M N Tr M N 0 C_) N Cr) M N M M N Tr M N LO M N N C) N M M N cr M N Lf) M N N M N Tr M N O LL E Q 0) O M OO r M (O rr M O (- N O 00 N 0 CA N O M M 0 LO N 0 00 N (O O) N (O M M O LA N 0 O M 0 Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss a,r N 0 O 0000r0OOONOODOTTOOOOT-OOOOT-OOOO�OOOOT-OOOOTTOOOO�00OT-OOOOTTCOCDTT0000 N O O O CO CO N O O M 0 CA N O O Tr (p o0 N O O M 0 O N O O 00 (O O N O O M 0 O N O O CO CO CO N O O N 0 O N O O 00 0 O N O O M 0 0 N O O 0 (O OO N O O N CO 00 N O O Fr. Loss psi/ft 0 co O r O) 00 0 r N O r r I- Ns O r r CO O r Tr 00 O r r- CA O r N (— O r r CO O r Tr CO 0 r r- O 0 r N N- O r 0 co O r Length Eq.Length Total Length 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N 0 0 0 N O N Size Nom.Diam. Int.Diam. r OC 01- 00 r r .,-.0m 01- 00 r r O OrOOr0OrOCArOOrOOrOOr0OrOCn 01- 00 r r 01- 00 r r 01- 00 r r QV- 00 r r 01' 00 r r 01- 00 r r 0'' 00 r r 01- 00 r r 01- 00 r r -o0—OO 01- 00 r r 01' OO r r Material HWC Fittings Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 TO ' L N 0 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 v0 L N Sch40 120 Start/End Nodes Discharge QM O .0 O . r M (O ' T' M (O i N O i 00 N O 1 0) N (O . M M CO ' 0 N 0 ' CO N CO ' CA N 0 ' M M CO ' 0 N 0 ' 0 M 0 Res. Pres. CD M M CD I's M M 1-r M (Ni (OM M M OO Ln M M d)(O M M MCA M M CON M M 00L() M M CAL() M M MCA M M L0N M M CA(O (Ni M Elevation = 00 N O N N 00 N O N N 00 NO N N 00 NO N N 00 NO N N 00 NO N N 00 No N N 00 NO N N 00 NO N N 00 NO N N 00 NO N N 00 NO N N 00 No N N 0) = TOr ' 0 N N-- ' 0 N r r ' 0 N r r ' 0 N r r ' 0 N r r ' 0 N r r ' 0 N r r '0 N r r '0 N r r '0 N r r '0 N r r '0 N r r ' 0 N r r WW 0_ >, F- -0 a (0 O 0) ZI W-0 -OM O 0) ZI W"O "OM O 0) ZI WD -10M O 0) ZI 0)"0 -OM O 0) ZI (D-0 '0 (0 O 0) ZI 0130)"C3 -OM O 0) ZI 'd (0 O 0) ZI W1C3 -0M O 0) ZI W13 'OM 00 ZI 013W' -0(0 00 ZI W-0 "O (0 O 0) ZI 0-0 1.3M O 0) ZI *k M 1--"-C N N. ML 1-L 0 0.0 (O (OL (- l' ---C O0 OOL 0) CAL 0� rL r r r. N N- r_C C) rL 4# 13 ( N 73-0 M (n 73 co in 73 (n co 73 (n (s- 73 (n 00 73 O CA.-- 73 0) 13 cn r 13 (0 73 0) a rn OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products a) a 1- Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Branch Line Branch Line Velocity `~ V MM N O N M M N (0 M N M N N O M N 0 M N O 4 N O 4 N F- N N co M N (- M [t (- 0 LL E6 a O) r 0 0 M (0 (- N (0 (0 M (0 CA O) O r Ti (0 M M (O O Ti (0 (0 Tr O N T- CO N Tr O O M (0 ' O CO N r Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss (7) a 00 (0 00 I,- (O0CD r' OO O N O O 00 (O O) 000()ine-0 N OO O N O O Tr O 00 r O O N O O 0 (p O) 7)0(O0Tr(000(O0f�(O(flO0(O(0OD N O O N O O O O CO CA OO O U3 0 0 0 0 O) N CO O N O O r O CA r O O N O O [t (p 0 N O O N O O 0 0 O N 00 O N 0 0 r (O ('s 00Ul0 r OD O CO O O r CO O QDOOONOO N CO O N 0 0 O O r O O O 0 0 0 O O M [r O O 0 0 0 Fr. Loss (A ( O) (0 O r N O r r N.. r- O r M O r e- N O) CA C5 M N r V- (0 O) O r N- co r r O [r r r O M O r (0 N r N r O O Tr O O Length Eq. Length Total Length „'N O O O ONNONNONNONTrNONONNONNONNONTiNO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O (Ni ON O O O W OCOCAOCA t0 O (0 Size Nom. Diam. Int. Diam. r 0 CA O OO T- V- r 0 CA C) Tr OO V- V- r 0 CA CD 'V OO \-- T- r 0 O) Ocr OO V...T-V-A- r 0 CA CD Tr OO r 0 CO O V' OO V- V- r 0 O) O[1' OO N...' N... r 0 O C) Tr OO V -. V -V- r O CA CD Tr OO V- r 0 CA CD Tr OO V- V... r O O O[T--OM,_OM 00'(A(0'MD(0 c-,NNNNNN N 0 In N O Material HWC Fittings Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 EI Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 E O O ' d N 0r U Sch10 120 Sch10 120 Start/End Nodes Discharge E a O ' r ' 1.7 M (0 O (0 ' 1....r N CO ' (4 M CO ' O) CA 0 ' 4 O ' M 6 O ' (O 4 (O ' CO 4 (0 ' N , O ' N1 4 CO ' ' ' Res. Pres. 2_06 ON- rf r - M N co M M M (OM N � M M (pM M N M M (-(p M OO M N rC0 Tr N M M NO) M T- M M C0 CV Tr M M M 1,-- 00 Ni (M M M NCA (n 0) M N NCA Tr cV M M CAO N M M M CD Tr M M M M Elevation O O O O N O N O N N N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N N N N O O N N N N 0) O TO ' O ' O N N r r r r ' O N r r ' O N r r ' O N r r ' 0 N r r ' O N r r ' O N r r ' O N r r la N r r 10 N r ' ' ' ' O Q 1— W -0 N "0 0 0) 0 a) Z2 Z2 O) '0 0 0) Z2 a) 'O 0 a) Z2 (D "a 0 a) Z2 a) D 0 a) Z2 a) 'O 0 a) Z2 a) "p 0 a) Z2 (1) '0 O a) Z2 a) 'O O a) Z2 a) -0 O a) Z= (3) a) O O zz N a) O O zz *k [r � U3 '4)) co V -r r- L 00 co 0) V- CN 0 L r N. L N CV NL CO LNLrLrL N yr r N N co _Tr u) C0 .0 73 'O U) V) "O ($) N- '6 0) CO "O 0) 0) (0 O L (0 r L (o N (v) L (0 L 'NO 0 Tr N r sa N ID a) O O 0 (0 0 U (0 .O T 2 0 0 U E 0 Darwin Pet Products a) a a Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line a U O - > 07 r N M V r- r r r 1-- M Nr N - r r r ti M Nr r - r c- r r M co I� O r �i O LL E 0_ (7 o U) o ()Cp r co N r- U) N T- O (A CO N. o0 N CO ' 1- L() N r O n) (0 r O M (O ' O (O N r U7 0) CO r CO M (O 0 M N r 1- 1� CO r Pres. Fr. Loss Pres. Elev. Loss Pres.Vel.Loss 'N CLT- I"- OVf O0000)00 O O N O O I`OrCOOM1-O'rI,-OT-ODOMf-O400O�O0M1,-OVOOT-U3OMOOV O O O O O O T.00 V O O O O O N- 00OOO r 0 0 N O O 0 0 0 O O O -00N-0O000N V O O O O O r O O N O 0 O O O 0 6 O 000000000000-00 4 O O O O O r 0 0 N O O r O O O O O [T O O O O O r 0 0 N O O Fr. Loss psi/ft 4 O O ('4 O O 4 O O 4 O O C O O V 0 O V 0 O N_ 0 O V 0 O d 0 O CO 0 O M 0 O M O O Length Eq. Length Total Len•th ft OO U) M O O N O O D OO O OO U) O (n (A6 6 CO (n 0, (O (O N 0 0 0 OO O 00 (n 0 U) 06 rn OO In M O 0 N 0 0 0 OD O 0o6 (n 0 U) 0 06 O (() M coca 0 0 0 a0 O OO (n O U) O O O O U) M (O O6 Size Nom. Diam. Int.Diam. N O (n 0 0,__ U) CO N N N N 0 (n O M , U) O N N N N O U3 O M U) Cfl N N N N 0 (n 0 0, U) CO N N N N 0 (n O M U) CO N N N N 0 (n O M U) CO N N N N O U) O M U) O N N N N O (n O M U) (O N N N N 0 (n O M U) (O N N N N O t n O M , U) O N N N N O U) O M in (O N N N N O U) O M__ U7 0 N N N N O U) O M (n CO N N N �-°U m N M = —LI- Sch10 120 T Sch10 120 0 ' _ N U r u) v_O1 OO _cN 0 u) Sch10 120 Sch10 120 Sch10 120 T Sch10 120 ‘-- (V U r in Sch10 120 T Sch10 120 Sch10 120 00�- N 0 (/) Start/End Nodes Discharge ••m , Res. Pres. •si V (O M (n co co 000 N N co co 0)C) N M co co M) M (f) co co OD CD N N co M (AM N M M M 01 u, M U) M M OO N M M M Off' M M M M n' (O 6 (() M M (D N. M o) M M N. T- M Ni M M r(') 4 (D M M c O a) ON W O O N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N w 3 (0 > 1 1 1 1 1 I i 1 i 1 1 1 1 I 1 I 1 1 1 1 4 1 1 1 1 1 a) a >, 1- a) a) O-0 O O ZZ a) a) -O V O O ZZ a) a) 0 0 O O ZZ a) a) -vv O O ZZ a) a) v'd O O ZZ a) a) -0 1:3 O O ZZ a) a) "aa O O ZZ a) a) v V O O ZZ a) a) 'V v O O ZZ a) a) v V O O ZZ we) as O O ZZ a) a) 0 O O O ZZ ma) V O O ZZ *k OO MU) WO Or,. O N-(.0 O MN- O r rr r N r00 MV- rr VO rr WV r(O I,- O rr OO O) .-.- MO .-0 co .0 (n 25 co S? N 25 0) 0 r .0 r r fl M r la nr r .D U) r .0 I- r 25 00 r -Q O) r 25 OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products a) 0 H Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line I Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Riser Nipple a V 0 N > 00 M CO f: N y- V- M N.: N. (O N. (O M M N N M N N Cr) M M N N L (Y) N CO M N CO 4 O [ E a 1.T (O 4O6 co N N d" 0) .- v N N. (n v '— v e- N (O 1.0 N (O U) N- N N CO (O M M (O N v (O y - N to N Pres.Fr.Loss Pres. Elev. Loss Pres.Vel.Loss 5 MONOOMCOO N- 0 0- O O O 0 0 O O O V N O O N O O NOM.-OMCOOMOOOOMOOONOOOCOOmr' 00 O O- Ti O O 0 0'- Ti O O 0 0 Ti O O 0 0 0 M O O 0 0 0 M O O 0 0 0 0 0 0 M O O M O O 00,-00u00 0 0 0'- M O O 0 0 M O O 000 (0 0 N O O Fr. Loss $ (7) CI- n -O M 0 c; (O Tr 0 O 1.0 O) 0 O M V 0 O f- co 0 O N- co 0 O N. 1- 0 — N N- 0 .- N r- r- r- 0 0 , r- (0 co O , co N r- '- O (0 - T- O Length Eq. Length Total Length 4 0001.00 O O 00 t0C01.nMOTrTrO,C1-d'O O O O (O (O M v-NCD�,-COTr,- M O N M O N V' ctOOOCOOOODC0O0300CD000000OOOOCO M O N O — N O N N O N N O N N 0 N N O N N O N IAD 1.nO CO 00 Size Nom.Diam. I nt. Diam. N OM iL00 N N N E.......1OM 1.0OiLoOi,nO-1.00i00 N N N C.:=-10M N N N E.\-10 M) N N N NOM N, N N E.\--IOM N N N r0 0 O0 r' N. T- 00 0 OO N N v- 00 0 r- 0O 0 OO OO r r V T- T- 0 0— OO X. N. 00 0 O0,InO e- r- (V -0 O (cn ) N N N Material HWC Fittings Sch10 120 Sch10 120 Sch10 120 T _00i- L N tilNL Sch10 120 2E2T O0H N N Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch10 120 T Start/End Nodes Discharge 0 0) 11 11 11 11 11 11 11 11 11 11 11 11 11 Res. Pres. Q,i CON 4 mm 0- N 4 1.n mm N v1. 1.0 1'- mm N O ui O 41.0 P.- O O O 41.0 V CO O N 41.0 (O (O O N M M 1.0 1.0 L0 N mm 1.0 1.0a) (O O N tri N mm mm M N (O M mm N N- 4 mm CO N 1.n O mm Elevation 00 N (Ni N N 00 N N N N 00 N N N N 1.01.0 O O N N to 1.f) O O N N (01.0 O O N N 00 N N N N 00 N N N N 00 00 N N N N N N N N 00 N N N N 00 N N N N 01.0 N O N N N (i0 > i i 1 1 i i i i i 1 i i i 3 1 1 I 1 $ 1 1 a) a I-- a) W 0 0 Z Z WO 0 0 Z Z WW 0 0 ZZ a) a) 0 0 Z Z WO 0 0 Z Z WW 0 0 Z Z a) O 0 0 ZZ WO 0 0 ZZ a) W a) a) 0 0 0 0 ZZ Z Z OW 0 0 ZZ a) a) 0 0 ZZ a) W "010 0 ZZ *k r- N NN N M NN CO 00 NCO 0 00 0 -Tr s— O f-4 N M N-1- CO 1.0 0 (0 00 N N Nt (0 COQ (0'— CO O CON 00 d' CON 00 0 UD UD T- N 25 N N 25 Cr) N _a 1.0 N in (0 N _a 0- N _a [t .0 00 25 N (0 e- 25 .0 O N .0 Tr N 75 T- E OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products a) 0 Riser Nipple Riser Nipple , Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple .0 O 0 (D > co 4 r 0 4 r co 4 r OD 4 r O Uo r Tr 4 N (n O (0 r N 1- 4 N (0 O (0 .- N- o CE E-.- Cl o)N (0 U0 (0 r (C) N N (\i 10 N O r to N O 4 (0 N 0) UC) 4 0) M 10 N M (O 0 'ct f O) 10 T' 0) M O N M CO 0 4 I. Pres.Fr.Loss Pres. Elev. Loss P res.Vel. Loss 'QUO C2 MO(OMOCflC00(000(OI-OCOCOO Tr010Tr0(0Tr0Tr a0 (0 O N O O 0 (0 O N O O CO (0 O N O O V'0 0 (O O N O O - (t0upd'0 C D (0 O N 0 0 or) N CO O 0 0 0 'rCne7NO Tr Tr 0 M 0O O 0 0 0 Vf (0 Tr 0 (0 O 0 0 0 CD CD 000O - Tr 010Tr0TrTr0(0 (0 0 O 0 0 0 or) N (0 O 0 0 0 'rOMNOTrOOu) Ch 0 O 0 0 0 Tr 0 Tr CO O 0 0 0 - Tr 0 (0 (0 O 0 0 0 Fr. Loss psi/ft CD U0 r O 0) UO r O 0 (0 r O 0) UO r O CO CO r O N N O O O C) O O O t1 O O V' (0 O O N N O O O C) O O 0 Tr O O 4 10 O O Length Eq. Length Total Length 4f UD ul CD r (D CO r r 0 U) C) r CO OD r 0 0 CD r (O OD r r LOUOCl0U00L0Ol0U0CD00C)U(iUOO1ot000n10O1 r CO OD N r r O a0 r r r O r r r r O r r r r O r r r r O r r r r O r r r r O r r r UDC)0Uoc r O r r r LO r O r r r Size Nom.Diam. Int.Diam. NO1C)N0U0N000NOU0NOU0NOI,-NOI,-NON-N0 ,_OM,_OM,_OMOCY)T_O(0 r; 000D N N N 0(0 N N N LO CO N N N `i 1OCD�(0(0 N N N N N N O00 O0 N N 000 OO N N O(0 OO N N 0(0 OO N N NOr-NOt`NOt`NOr- O(0 OO N N 0(0 OO N N O(0 OO N N O(0 OO N N Material HWC Fittings Sch10 120 T Sch10 120 T 0 0 1- r N 0r U Sch10 120 T Sch10 120 T Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T, Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T Start/End Nodes Discharge E 0 CD Res.Pres. d1O0) 0 O ()M 0 O 100) Cr)() O N 100) C'')0') CO OD (00) C`')Cr) O 1 -- ,-NM OD '7' CO N "tct CO CO NC) TrTr O r M-4 TrTr Tt I- CO Ni TrTr OD N Or TrTr to OD 00 TrTr r M 00 TrTr I- I- 0)0) Cr)C) Elevation 4 0 10 N O N N CD U3 N O N N 0 10 N O N N 0 10 N O N N O UO N O N N O U0 N O N N CD 0 N O N N 0 10 N O N N CD 0 N O N N O 0 N O N N O UO N O N N O U0 N O N N 0 10 N O N N a) D (0 > , . i i i i i i . . i i i i 1 1 i i i i . 1 W Q >, 1- a) a) D -O 0 0 ZZ a) a) D 0 0 0 ZZ 0 a) -0-0 0 0 ZZ a) a) -0'0 0 0 ZZ a) (1) -0-0 0 0 ZZ (1) a) -0-0 0 0 ZZ a) (1) 0-0 0 0 ZZ a) a) D D 0 0 ZZ a) (1) D 0 0 0 ZZ (1) a) D 0 0 0 ZZ (1) (1) -0-0 0 0 ZZ (1) a) 'D'0 0 0 ZZ () a) 'a 10 0 0 ZZ *k Or 00 (0 NM (0 (D TrUO CO (0 COI- CO (0 OD CD CO CO Or 'r Tr NM Tr -4 Tr UP COI,- .4 d' Or U0 10 NM 10 10 Tr 0 1O 10 (0N- 10 10 * N C L M C L Tr C L 10 C L (0 C L N- C L (70 C L 0) C L T C L r C L T C L C L NJ- C L OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products a) 0 1- Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Velocity th h 6 M O O (O N h 00 r In N 0 N N r O r No 6 r M r N r T- co O N 00 0 L_ E Q. CA ,- r U) (O N U7 CO r O co M N N O O) 1t N , Tt t` In O) O) O e- t` 00 r 10 ts (0 N Tr (0 M h r U7 N M d' c O O 00 M r (0 N M Pres. Fr. Loss Pres. Elev. Loss Pres. Vel. Loss .6 Qr OO Or t` 0 0 00000r00(OOOrOOr00U7OOr-00 000000000000.-oovoo�oo-oo rOOUDOrtsONOOMO)OTrU)OTrrOM 0 0 0 00 0 0 01 0 0 0 O O U) 0 0 Ct 0 0 1.701 0.000 0.003 13.155 0.000 0.003 0CDNNON 01 0 0 000(000Tr0001OO 600000000000 01 0 0 0CN000r t` 0 0 (n 0 0 Fr. Loss 4f (p Q- N N 0 O O 0 O O CO r co O O t- O O O 10(n r O 00 N O N O N O (0 1.0 U7 r r r O O t- h O O O0 Ln O O co Tr O O co co O O Length Eq. Length Total Length 4t O O O 00 O 00 N O N 0 0 0 r r N O N 0 0 0 r r N O N 0 0 0 OO O CO ti O N- N O N (0 O CO r r t• O t` ti O r` O O O N O N r O r U7 O U) r r 00 (0 T- , r O 0 0 0 0 0 0 r O r 0 0 0 r O r 0 0 0 r O r Size Nom.Diam. Int. Diam. ctO(OcrO(OctCD O N O 0 vv O N O O vv COctO(OctO(OC'O(OctO(pTTO(OTrO(OV O N O O Tr Tr O N O O Tru O N O O vv O N O O Ti a O N O O vv O N O N O O O O vv vv O(OTrO(flTrO(Od'O(O O N OO Nt'v O N O O a'Tr O N O O vv O N O O vv •�--°0 o) c OS i 2 ii Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 ET Sch40 120 Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge E 0 CD Res. Pres. Q NO O) O) op 01 00 O) 0) MM ON O) O) MM NCO O) O) MM O00 O) r- 01 Tr ON '- O TrTr CV Ns U7 (0 TrTr t`ct V t` (0 6 OO c- TrTr Tr (0 NI` O) O) 07 (0 Ns CO 0) O (0 Tr MOO O O TrTr 03 O T- TrTr Elevation (n 10 c:56. N N 10U7 O O N N (D Li, 66 N N '0*0 66 N N 0U7 66 N N U)U) 66 N N 00 66 N N 01.0 1010 66 66 N N N N 1010 66 N N (10 66 N N 00 66 N N U)U) 66 N N a) (0 > 1 I 1 1 1 I 11 1 1 I I 1 1 11 1 1 1 1 1 1 1 I 11 a) a F- a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) 0) a) 0) 0 0 0 10 0 ZZ ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ a) a) 0 0 ZZ 4t 0)r U•) (0 c- 00 (0 (0 01 CO (0 10 N- (0 (0 t- O) (0 (0 O)0 (O r` Or r` r` N NO r- r` N- OO O) N- U7 U7 t- (n (0 (n (nM in (1) Mr 1() (n r E 0 N E 0 M E 0 Tr E 0 U) E 0 (0 E 0 N- E 0 CO O) E E 0 0 0 E 0 r E 0 N- E 0 c- E U OmniCADD Hydraulic Calculation Software v. 2.0 a) 0) Darwin Pet Products 0) W 0 1-- 0) 0 Cross Main 11 Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Feed Main Feed Main Feed Main CL as 0. ›N >' V O ) > N r N 00 (0 0 N r r 0 M r N (O r r 0) r 0) r N co 6 r '4) O) 14) 0) O O O O Oa LL M CO0 C N r N M O (00 CO N Tr ,r M y- 9 Tr Cfl CA f i -870.4 -1513.0 1513.0 1513.0 O O 0 O Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss r O r CD Q000 N 6O600000000(pO0000r CO O r MD CD O MO CO O N Tr 00000CD CD N O N CO C3 0N CO O NCO Cil 000000(00000000) O MCO 0 M 00000 ti O M O r MD N O M 0 00 Tr tpCD CD Os 0000000000 CpOO6f+6Or0000000 0 0 0 0 0 0 Fr Loss =CO (Ni N o a O co M O o co Tr O 0 co up O 0 r- r- O o Tr r r O u) 6 r o r co 0) 0) O ti r r N O O O 0 0 o O O O O o O O O 0 Length Eq. Length Total Length co 000000000000 4f M O M (O N OO r O r r r r o r r r r O r r r CO000 CO O 0 00 0 N. 0I.000000000 ti O r O r r r MDOCO CO CD (0000000 CO O CO O 00 0 Tr, N O N N N Tr up N N- - N 0 OCA CA O CA Size Nom .Diam. Int. Diam. V OCO'�O o N 0 0 V 'r CID O N 0 0 Tf Tr crC30'4-OCO�OCOHOCO O N 0 0 Tf Tf O N O O Ti Tf O N 0 0 T' V O N 0 0 Tr Ti NC- O(O"4'OOOOCn000rOOOrNO�NON- O N 0 0 Tr Tr O N O (0 C) C.- O O, 0 0 0 0 0 o 0 O v v (0 CO 00 00 00 6 0 C0 o 0 N N O 0 0 0 N N Material HWC Fittings Sch40 120 2E Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 2E Sch40 120 G Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge C2 0) Res. Pres. NN Q r M Tr Tr NCO M M Tr V' Cor M Ti Tr Tr r1'- Tr Ti TrTr I's C) Tr O SCO OCA 0 0 CO C0 0) (0 O N COLD 0I's N - C0 C0 0 I'- (0 N r r N CO N. '- Cf) 10(0 T3 N- CO 00N- MM N N Tr Tr MM N N TrTr Elevation CO up X 0 0 N N CO CO O O N N CO CO O O N N Cp CO O o N N MD CO O O N N CO CC) 0 o N N MD MD O O N N CO CO MD MD O CO CO O O O O O co O M N N N N N O O N N N N O O N N N N O 2 Ta II II II II II II II II II 01 10 6 L 00 (NN r r r r 00 N N r r r r 0) T 1- 00 0 0 ZZ 00 0 0 ZZ 0) 0) 0 0 ZZ a)a) 0 0 ZZ a)a) 0 0 ZZ 0) 0) 0 0 ZZ 0) 0) 0 0 ZZ 0) 0) 0) 0) Q 0) 0) Q 0 0 0 0 a 0 O a_ ZZ ZZ LZ ZLL U "0 0 0 22 -0 -0 00) 0 22 *k r _ L0 rC) Vr N1- MT) "4 -1- WO-- 'a' V' N00 '4-4- WCA NI4- 0)M [tom MO ON CON OW N-00 0000 0000 MW r- N 00 r r NM 00 r r y- E 0 Cn r 0 0 r 0 N- r 0la 00 r E CA r E O N E N -- N T- N CO E E r N a 0... OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products 1- 0 a > 0 a E 0 a a 0 a E 0 a a a) a a a) a a a) a a a) a a 0 a a a) a a 0 a a 0 a a a) a a . V O a) > (0 0 O 4 4 4 Nr 4 Nr 4 d' Nr 4 O O O O O O O O N LO O LL E 0_ 0) O O O 6 v O 0 v O (n v O 6 Nr O (n v O 6 O c0 v O O O O O O O O 0 M 1n Pres. Fr. Loss Pres. Elev. Loss Pres. Vel. Loss V)000.1-00000000000000000%-00000000000000000 a O O O 0 0 0 666666666666666666666666666666666666666 NrO M 0 0 0 O O M N O O O O M N O O O O m N O O O O m N O O O O M N O O r O M M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M 0 0 0 Fr. Loss .., N ad O 0 O N N O O N N O O N N O O N N O O N N O O N N O O N N O O 0 0 O O O O O O 0 O O 0 0 O O O O M 0 O Length Eq. Length Total Length $ 000000000000000000000000404000000000000 ti O ti N O N 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 V' Or 4 0 4 0 6 0 0) 0 0 O N Size Nom.Diam. Int.Diam. N ON- CO 00 NN N O 1- O(0 00 NN N O ti 0(0 CO NN N O ti 0(0 00 NN N O N - 00 00 NN N O N - 0(0 00 NN N O 0(0 00 NN N O N - 00 00 N N N O Ns O(0 00 N N N O ti 0(0 00 N N N O ti 0(0 00 N N N O N. 0(0 00 N N N O ti O(0 00 N N Material HWC Fittings Sch40 120 T Sch40 120 Sch40 !, 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Sch40 120 001- L N O `- Sch40 120 Start/End Nodes Discharge E a O) Res.Pres. .mm QNN 44 M M NN 44 ,-(5) Nr 44 0) 1- rr 44 N- 1n <-‘- 44 Ln M rr 44 M r , ... 44 r 00 r0 44 00 00 44 00 NN 44 00 NN 44 00 NN 44 00 NN 44 Elevation 00 N N NN 00 N N NN 00 ('1('.1 NN 00 ('-ICN NN O O N N NN O O N N NN 00 N N NN O O N N NN 00 N N NN 00 N N NN O O N N NN 00 ('(N NN O O ('1C NN W 7 O' N T. r 10 N r r 00 N N r r 1-1- 00 N N r r 1-.1- 0 0 N N r r 1-1- 00 N N r r rr 00 N N r r 1-1- 0' N r r '0 N r r 00 N N r r 1..1 00 N N r r 1-1. 0' N r r 10 N r r )0 a >, F— a) (0 -O 00 IZ a) a "O co 00 ZI "O .0 co ca a) 0 II 1:31:3 m (0 a) 0) II 'O "O CO ca a) 0) II 13-0 CO (a(a a) a) II 1M13 03 a) a) II '00 0373 a) O MZ WI" 10 (0 O a) ZI "OD co (a a) a) II 1:17, (a 03 a) a) MX '00 (0.0 a) O IZ 073 '0 (0 O a) ZI i* M 00 r Nr V 00 r Ln (0 00 r r (0 N- Oa r r r - co Oa r r 000) 00 r r 0) O a•-• r r O T-0 .c-1.0 - 0 r lO r NM r r T-1- C) r r r r r N r Trr N r * M a a a a In a a (0 a a ti a a 00 a a 0) a a 0r a a 1-- a a r- a a T- a a e- a a a a OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products (u Q a I --- m a E 0) a E a) a a a) a a m a a a) a o_ m a a a) a E m a a m a a a) a a m a a m 0. a Velocity w N (n N 6 N to N 10 N 6 N 6 N 6 0 O 0 O 0 O 0 O 0 (0 0 0 O LL 0'0 Q m 0) 0) 6 0) (() 0) a 0) t() 0) 6 0) tc' O O 0 O O O O O N (0 N (0 Pres. Fr. Loss Pres. Elev. Loss Pres.Vel.Loss (7)NOON-001,-00N-001,-00r,-00.-00000000000000C000000 Q 0 0 (M N O O 0 0 0 O O M N O O 0 0 0 O O cM N O O 0 0 0 O O M N O O 0 0 0 O O M N O O 0 0 0 O O M N 0 0 0 0 0 M O M 1- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N' 0 0 0 0 0 0 N O,T M 0 0 0 0 0 Fr. Loss 4 w Q- 0 M O O 0 co 0 O 0 CO O O 0 CO O O 0 M O O 0 M O O 0 M O O 0 O O O 0 O O O 0 0 O O 0 O O O 0 v O O O v O O Length Eq. Length Total Length = 0 0 0 d7 0 0) 0 0 0 a7 0 0) 0 0 0 0) 0 0) 0 0 0 0) 0 0) 0 0 0 0) O d1 0 0 0 d7 0 0) 0 0 0 4 O 4 r r c') O M V O 4 0 0 0 0) O d) 0 0 0 0) 0 0) 0 0 0 f- O r r 0 0 0 N O N 0 0 0 0) O 0) Size Nom.Diam. Int.Diam. N ON-NOO 0(0 00 (NC 0(0 00 N N NON-NON-NON-N01,-NON,NONNONNOP-NON-NON-NON. 0(0 00 N N 0(0 00 N N 0(0 00 N N 0(0 00 (\J('4 0(0 00 N N 0(0 00 N N 0(0 00 N N 0(O 00 N N 0(0 00 N N 0(0 00 N N 00 00 N N Material HWC Fittings Sch40 120 Sch40 120 O 0 ' _C N 0'-' ( Sch40 120 0 0 ' L N 0 r ( Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Start/End Nodes Discharge Q m 41E 1111 1411 Res.Pres. t[)MMO (V (V vv- N N vv- 01� N r vv I -U) r r vv. toN r c- vv Nm ,-c:5 vv 0)14) O 0 vv LOU) O O vv 00 66 .[t 00 66 vv- 00 66 vv- 00) c4) (V ,v MOQ N N `7v Elevation = 00 N N NN 00 ('4C'4 NN O O N N NN O O N N NN O O N N NN O O N N NN 00 N N NN O O N N NN 00 N N NN 00 N N N N 00 ('J('4 NN O O N N NN 00 N N NN 0) 0 lb 00 NN .r r r 00 NN e- r r 00 NN T— r r 00 NN r c- 1—V— 00 NN V.. V— r r 00 NN !- a r r 0' N r '0 N e r 00 NN N. r r 00 NN r r 0' N r '0 N a r 00 NN T— r T— m o Q >, 1— 73 .0 (0 (0 a) a) MM 73 .0 O0 (0 (1) a) MT 73 "a (0 CO a) 0) MM 73 0 (0 N a) (1) MM 0 -0 c0 c0 a) (1) MM 0 73 (0 (0 a) (1) MM 0 (1) CO 0 (1) 0 MZ a) 0 73 CO 0 a) Z S 73 73 (0 (0 a) a) MS 0 0 CO (0 a) (1) MM 73 a) CO 73 a) 0 MZ (1) 13 0 (N 0 a) ZS 0 73 CO CO (I) a) MM # U) (0 r r r r (O r- r r r r O- CO r r r r 00 0) r r r r CO O r N r r O r N NN r, r N .-0 N N N Lor M `(t N N r r NI- t(7 N N: r r t() N r (0 't N .t.- (0 N— N N .--...- r(0 CO Q Q N- Q Q CO Q Q 0) Q Q 0 Q Q r Q Q N Q Q M Q Q l' d Q to Q Q (0 Q Q O-- Q Q O Q Q OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products a) a T 1- a) a E_ a) a a a) a a a) g a a) a a a) a a a) a a a) a a a) a E. a) a a a) a E. a) a a a) a a Velocity O ca 0 O 0 O 0 O 0 CO 0 O O O 0 O O O 0 O r ti r ti r O it a a) N co N (0 N CO N CO N (0 N O O O O O 0 O O O O O r- O r- Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss .- aC'7 NO' (0 O O O O 0 0 0 NO V CO 0 0 OD 0 0 0 0 0 NOd'NO.4NOItODOTt000000000000OOUD 0 0 0 C) O O 0 0 0 0 0 0 M O O 0 0 0 (O O O M O O 0 0 0 (O O O UD 0 0 0 0 0 O O O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 O O O r 0 0 0 0 0 LID 0C[)UDO OD O O Tr 0 0 0 0 0 LID OD O 0 0 0 0 0 0 Fr. Loss v co fl- O V o O O V O O O V O O O Tt O O 0 d' O O O 4 O O 0 O O O 0 co. O O 0 O O O O O O O Tr O O V' O O Tr O O Length Eq.Length Total Length = O O O CD O 6) O O O O O O O O O O O 6 O O O (A 0 0 O O 0 0 0 0 O O 0 Tr O Ti r r OD 0 01 Ti O 4 0 0 0 C)) O (A 0 0 0 O O O 0 0 0 I.: O f- r r 0 0 0 N O N 0 0 0 0 0 0 0 0 0 0 O O) Size Nom. Diam. Int. Diam. N O CO O O N N N O O O O N N N O (O O O N N N O O O 0 N N N O (0 O O N N N O (O O 0 N N N O CO O 0 N N N O (O Ns O O N N N O O 0 O N N N O O 0 O N N N O (0 O O N N N O CO O O N N N O CO O O N N Material HWC Fittings Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Sch40 120 CD O I- L N 0 in Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge CL C) Res. Pres. u1 c..1 Q CV N Cr Cr N00 N r ct . 00 Tr r r - ct Tr T- r r fid' -N- r 0 . - r- T- 0 0 - - —r 0 0 q- - '4- '4- C) Com) �t ct Tr '4' C') c) Tr Tr Tr Tr 05 M Tr V- .4M () M Nt � 0')00 C'r) CV � '4 CONI N N `7 r . C O 0) T$ W O O N N N N O O N N N N O O N N N N O O N N N N O O (Ni N N N O O N N N N O O N N N N 0 0 (...i N N N O O N N N N O O N N N N O O N N N N 0 O N N N N O O N N N N a) a 115 OO N N r r r r 0O N N r r r r OO N N V- r r r OO N N r r r r OO N N r r r r O ' N T- r ' O N r r OO N N r V- r r OO N N r r r r O ' N r r ' O N r r OO N N r r r r OO N N r r r .- a) a) T H -a P 0) 0) 22 -O -a 0) 0) 22 '0 v N a) 22 'a D N 0) 22 -a -a CO 0)) CU 22 -v a) 0) 0 2Z a) "a O a) Z2 -a -a a3 CO a) a) 22 "a "a CD a) N 22 -a a) a) 0 2Z a) -a O CO Z2 D -a N N 22 -0 -a N CD 22 % Ns. 00 NN r r OO) NN r r O)0 NM r r Or 0D 01 r r rN MM r r N OD Tr r In CD 'tc) L() r Tr Lo 0100 r r (0(O MM r r CO MCO(OM r Tr f,- Tr r I- 00 el 01 r r OCD (Y) C•) r r * 4 O) N a CL O co a a r (h a a (V co a a M (Y) a a Tr M a a co M a a co co a C1 I- M a a 00 (h a a O) M a a O V 0. a y- Tt a a OmniCADD Hydraulic Calculation Software v. 2.0 OmniCADD Hydraulic Calculation Software v. 2.0 a) a I— Q. a. Q 6 Q a C. a Q. a 0. a a a Underground 'V O (7 U) r N.: r r- r ti r r ti O O 0) M O U E4 a 0) O N- O O ti 0 0 N- 0 0 45.9 -1512.9 Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss ')0000000000000000 a.•;1"00TrOOTrOOTrOOr-.00000NOOTr.NO 'C) O W 0 0 0 UDO UD 0 0 0 W O O 0 0 0 LC) O lC) 0 0 0 0 0 '00000000- 0 0 0 0 0 0 0 0 0 0 0 M N O O r 0 0 0 0 r- O O 0 J li -. N a0 Q 0 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O N N- 0 0 O O Length Eq. Length Total Length 4f O O O 0) 0 6 O O O 0) 0 0) O O O 6 0 6 O O O 6 0 6 O O O 4 0 4 rr M O M 4 0 4 O 0 0 0 Trv- 6 0 6 00 00 6 NWr- r- Size Nom.Diam. Int.Diam. NOf-NOI�N0 0(0 00 N N 0(0 00 N N 0(0 00 N N NON -NON 0(0 00 N N -NON 00 00 N N -NON 00 00 N N -000O 0(0 OM 00 OM N N 00 00 Material HWC Fittings Sch40 120 Sch40 120 o 4 cp rW Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Ductile 140 ETG Start/End Nodes Discharge E a m . i ,. 1 1 1 1 i 1 1 1 i 1 , 0 O O LO Res. Pres. • Q rt 6) (V r- Tr Tr 0) Tr r r Tr Tt Tr 0) ,c; Tt Tr 0) Tr 0 0 rt v Tr f. do) Tr co I- f- 0) 0) co M M r- f- Tr N N ,-:(-6 v Tt OD OO C O )CU W 4t 00 N N NN 00 N N NN 00 N (Ni NN 00 (Ni N NN 00 (Ni N NN 00 N N NN 00 WO N N O O NN a) D ( > 00 N N r r- V- r 00 N N r r r r- 00 N N r- r r- V. 00 N N r- r r- r- o, N r- r ,o N r- r 00 ' ^ NN u r T- r V. W-0-0 a >, H mm 61)W =_ -0-0 mm (1)61) __ -Op mm (1)61) =_ "C mm (1)61) __ "OW m -a WO =Z a) -0 D61 Oa) Z= NOD a) O mm O OW Ow _= Z 4 0)0 co Tr T- T- Or V Tt V- T... r N V Tr V- T- NM V'Tr T-' T.- M Tr0 T- U/ 11/ 0Tr V- 00 00 V- T- 0)r NC) Q Q Q_ Q. a Tr Lo(o Q. Q. a 0. a r a Q a OD a a = OmniCADD Hydraulic Calculation Software v. 2.0 April 16, 14 01:12 PM Darwin Pet Products System Statistics Materials Info Name Abbr. Size HWC Length Total Length Fittings Abbr. Eq.Length Amount Sch40 Sch40 1 120 68.8 72.8 E 2.0 2 2 120 369.3 529.3 T 10.0 16 4 120 414.8 484.8 E 10.0 3 T 20.0 1 6 120 50.0 78.0 E 14.0 2 8 120 20.0 24.0 G 4.0 1 Sch 10 Sch 10 2-1/2 120 343.8 689.8 T 16.5 15 E 8.2 6 Ductile Ductile 8 140 28.0 116.4 E 27.9 1 G 6.2 1 Fittings Info Name Abbr. Amount NFPA Ell 90 E 14 NFPA Tee T 32 NFPA Gate Valve G 2 OmniCADD Hydraulic Calculation Software v. 2.0 Page: 18 HYDRAULIC CALCULATIONS for Darwin Pet Products 350 Trek Drive Tukwila, WA Contract No. S1311174 Date January 14, 2014 Design Data: Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler Sprinkler K -Factor p.ssurrsormi• .._ a s 1 1 1 / W 3 a1 0S a Fulfillment Area See Notes 0.60 gpm/sq.ft 2000.0 sq.ft 100.0 sq.ft 11.20 No. of Sprinkler Calculated 22 In -Rack Demand 0.0 gpm Source Hose Demand 500.0 gpm Total Water Including Hose 1859.5 gpm Name of Contractor Columbia Fire Name of Designer KB Address 111 S. Findlay St,Seattle, WA 98134 Authority Having Jurisdiction Tukwila Calc #2 - Fulfillment Area See Design Criteria on Plans OmniCADD Hydraulic Calculation Software v. 2.0 April 16, 14 01:40 PM Darwin Pet Products Page: 2 GENERAL RESULTS Total Water Including Hose 1859.5 gpm Additional Allowances 0.0 gpm Discharge from Sprinklers 1360.7 gpm Source Hose Demand 500.0 gpm Average Imbalance 0.117 gpm Maximum Imbalance 0.5 gpm Maximum Velocity @ Pipe: rn13 22.1 ft/s Maximum Fr. Loss @ Pipe: cm9 9.446 psi/ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE : 100 Static Pressure 145.0 psi Residual Pressure 20.0 psi Flow 6900.0 gpm Hose Allowance 500.0 gpm Available Pressure 133.9 psi Required Pressure 81.3 psi Safety Factor 39.3%, 52.7 psi Water Flowing 1359.5 gpm OmniCADD Hydraulic Calculation Software v. 2.0 April 16, 14 01:40 PM PSI Darwin Pet Products Water Curves for Src : 100 2400 3200 3900 4500 5000 5500 6000 6400 6800 Page: 3 1 60 50 40 30 20 10 1 i 111,11111111111 0 1300 2400 3200 3900 4500 5000 GPM 5500 6000 6400 6800 Curve Values - X : psi @ gpm Supply Curve @ Src : 100 A : 145 @ 0 - B : 138.8 @ 1359.5 - C : 20 @ 6900 Supply Curve with Hose @ Src : 100 D : 144 @ 0 - E : 133.9 @ 1359.5 - F : 20 @ 6400 Demand Curve @ Src : 100 9.5 @ 0 - G : 81.3 @ 1359.5 End Head Pressure Responce 0 @ 0 - H : 28.7 @ 1359.5 OmniCADD Hydraulic Calculation Software v. 2.0 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 , April 16, 14 01:40 PM h24 h23 h22 h21 h20 h19 h18 h17 h16 h15 h14 h13 h12 h11 h10 h9 h8 h7 h6 h5 h4 h3 h2 h1 144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 Darwin Pet Products NODES Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm Head 11.20 20.0 - - 47.6 - Head 11.20 20.0 - - 47.6 - Head 11.20 20.0 - - 47.6 - Head 11.20 20.0 - - 47.6 - Head 11.20 20.0 - - 46.6 - Head 11.20 20.0 - - 46.6 - Head 11.20 20.0 - - 46.6 - Head 11.20 20.0 - - 46.6 - Head 11.20 20.0 - - 45.4 - Head 11.20 20.0 - - 45.4 - Head 11.20 20.0 - - 45.4 - Head 11.20 20.0 - - 45.4 - Head 11.20 20.0 - - 44.1 - Head 11.20 20.0 - - 44.1 - Head 11.20 20.0 - - 44.1 - Head 11.20 20.0 - - 44.1 - Head 11.20 20.0 - - 42.8 - Head 11.20 20.0 - - 42.8 - Head 11.20 20.0 - - 42.8 - Head 11.20 20.0 - - 42.8 - Head 11.20 20.0 - - 41.8 - Head 11.20 20.0 - - 41.8 - Head 11.20 20.0 - - 41.8 - Head 11.20 20.0 - - 41.8 - Head 11.20 22.0 - - 39.6 70.5 Head 11.20 22.0 - - 39.9 - Head 11.20 22.0 - - 40.0 - Head 11.20 22.0 - - 40.1 - Head 11.20 22.0 - - 40.2 - Head 11.20 22.0 - - 40.2 - Head 11.20 22.0 - - 40.3 - Head 11.20 22.0 - - 40.4 - Head 11.20 22.0 - - 40.4 - Head 11.20 22.0 - - 40.4 - Head 11.20 22.0 - - 40.4 - Head 11.20 22.0 - - 33.6 64.9 Head 11.20 22.0 - - 30.4 61.7 Head 11.20 22.0 - - 29.5 60.8 Head 11.20 22.0 - - 29.3 60.6 Head 11.20 22.0 - - 29.3 60.6 Head 11.20 22.0 - - 29.8 61.2 Head 11.20 22.0 - - 31.4 62.8 Head 11.20 22.0 - - 34.5 - Head 11.20 22.0 - - 35.2 - Head 11.20 22.0 - - 35.2 - Head 11.20 22.0 - - 35.2 - Head 11.20 22.0 - - 33.1 64.4 Head 11.20 22.0 - - 29.9 61.3 Head 11.20 22.0 - - 29.0 60.3 Head 11.20 22.0 - - 28.8 60.1 Head 11.20 22.0 - - 28.9 60.2 Head 11.20 22.0 - - 29.4 60.7 Head 11.20 22.0 - - 30.9 62.3 Head 11.20 22.0 - - 33.9 - Head 11.20 22.0 - - 34.6 - Head 11.20 22.0 - - 34.6 - Head 11.20 22.0 - - 34.6 - OmniCADD Hydraulic Calculation Software v. 2.0 Page: 4 April 16, 14 01:40 PM Darwin Pet Products OmniCADD Hydraulic Calculation Software v. 2.0 Page: 5 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 111 Head 11.20 22.0 - - 33.0 64.3 110 Head 11.20 22.0 - - 29.8 61.1 109 Head 11.20 22.0 - - 28.9 60.2 108 Head 11.20 22.0 - - 28.7 60.0 107 Head 11.20 22.0 - - 28.7 60.0 106 Head 11.20 22.0 - - 29.2 60.6 105 Head 11.20 22.0 - - 30.7 62.1 104 Head 11.20 22.0 - - 33.8 - 103 Head 11.20 22.0 - - 34.4 - 102 Head 11.20 22.0 - - 34.4 - 101 Head 11.20 22.0 - - 34.4 - 100 Src [...] 0.0 - - 81.3 500.0 90 Node - 0.5 - - 79.9 - 85 FPLD 5.0 3.0 - - 73.7 - 82 Node - 20.5 - - 65.8 - 80 Node - 20.5 - - 60.9 - 73 Node - 20.5 - - 52.8 - 72 Node - 20.5 - - 51.4 - 71 Node - 20.5 - - 50.3 - 70 Node - 20.5 - - 49.5 - 69 Node - 20.5 - - 47.4 - 68 Node - 22.0 - - 46.7 - 67 Node - 20.5 - - 46.4 - 66 Node - 22.0 - - 45.7 - 65 Node - 20.5 - - 45.2 - 64 Node - 22.0 - - 44.6 - 63 Node - 20.5 - - 43.9 - 62 Node - 22.0 - - 43.3 - 61 Node - 20.5 - - 42.6 - 60 Node - 22.0 - - 42.0 - 59 Node - 20.5 - - 41.6 - 58 Node - 22.0 - - 41.0 - 57 Node - 20.5 - - 40.7 - 56 Node - 22.0 - - 39.8 - 55 Node - 20.5 - - 39.5 - 54 Node - 22.0 - - 33.7 - 53 Node - 20.5 - - 39.0 - 52 Node - 22.0 - - 33.3 - 51 Node - 20.5 - - 38.8 - 50 Node - 22.0 - - 33.1 - 49 Node - 20.5 - - 51.0 - 48 Node - 20.5 - - 50.0 - 47 Node - 20.5 - - 41.1 - 46 Node - 22.0 - - 40.4 - 45 Node - 20.5 - - 39.8 - 44 Node - 22.0 - - 35.2 - 43 Node - 20.5 - - 39.2 - 42 Node - 22.0 - - 34.6 - 41 Node - 20.5 - - 38.9 - 40 Node - 22.0 - - 34.4 - 24 Node - 22.0 - - 46.7 - 23 Node - 22.0 - - 46.7 - 22 Node - 22.0 - - 46.7 - 21 Node - 22.0 - - 46.7 - 20 Node - 22.0 - - 45.7 - 19 Node - 22.0 - - 45.7 - 18 Node - 22.0 - - 45.7 - OmniCADD Hydraulic Calculation Software v. 2.0 Page: 5 April 16, 14 01:40 PM Darwin Pet Products NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 17 Node - 22.0 - - 45.7 - 16 Node - 22.0 - - 44.6 - 15 Node - 22.0 - - 44.6 - 14 Node - 22.0 - - 44.6 - 13 Node - 22.0 - - 44.6 - 12 Node - 22.0 - - 43.3 - 11 Node - 22.0 - - 43.3 - 10 Node - 22.0 - - 43.3 - 9 Node - 22.0 - - 43.3 - 8 Node - 22.0 - - 42.0 - 7 Node - 22.0 - - 42.0 - 6 Node - 22.0 - - 42.0 - 5 Node - 22.0 - - 42.0 - 4 Node - 22.0 - - 41.0 - 3 Node - 22.0 - - 41.0 - 2 Node - 22.0 - - 41.0 - 1 Node - 22.0 - - 41.0 - OmniCADD Hydraulic Calculation Software v. 2.0 Page: 6 Pet Products April 16, 14 01:40 PM a) :z a 1- Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Velocity �, 0 o 0 d 0 b 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LI Ed rn 0 0 0 0 0 0 0 o 0 O o 0 0 0 0 O 0 o 0 0 0 0 0 0 0 Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss (0O a0oo000000000o0OoC0000oo0O0CDCODCD000000DO00o000Doo00o o(D00 D 00 . . . O00000000000000000000000000000000000000 D00(D00(O00(800co00(000(D00(o00(a00(o00(O00(fl0 (000 . . . (000(0OO(000(000(0OO(0OO(0OO(000(0OO(0OO(00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fr. Loss 4f O Q. 0 O O O 0 0 O O O 0 O O 0 0 O O 0 O O O 0 0 0 O O 0 0 O 0 O O O 0 0 O O 0 0 O O 0 O O O 0 o O O O 0 O O Length Eq.Length Total Length 4f 0 0 0 N o N 0 0 0 N O N 0 0 0 N O N 0 0 0 N o N 0 0 0 N o N 0 0 0 0 0 0 0 0 0 N O N N O N N o N 0 0 0 N o N 0 0 0 N o N 0 0 0 N o N 0 0 0 0 0 0 N O N N O N Size Nom.Diam. Int.Diam. r O O CD -I- O O C- r r O O O V 0 O r r r 0 0 0'' O O r r r O O 0 Tr OO r r r- o O o Tr O O r r r 0 0 r O O r 0 CD O Tr O Yt 0 Yr O O O O O O r r r r r O O O Tr O O r r r o O O Yr O- O r r r 0 0 O'Yr O O r r r O Cr) r 0 O O 'a' o Tr O O O O r r r r Material HWC Fittings Sch40 120 Sch40 120 0 0 ' V- N L r U Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge E Q. CD Res. Pres. Q'a- 000 NI- 000 rr ..a- -a. OOO rr Tr Tr 000 rr T'T' 000 C TrTr 000 000 000 NN NN NN d'Nr 'Tr 'Cr Tr Tr Mr M4 v'Tr Mr C vv Mr CM4 vv Mr (0- C 4LO vv vv Elevation O O N o N N O O N O N N O O N O N N O O N O N N O O N O N N 0 O O O O O N O N O N O N N N N N N O O N O N N O O N O N N O O N O N N O O O O (V O N O N N N N a) n ra .0 N r r .0 N r r ' O N r r ' O N r r ' o N r r ' O ' 0 '0 N N N r r r r r r la N r r ' O N r r ' o N r r ' O ' O N N r r r r ma) s. F- -0 -OM-0M OW Z2 0-0 OW Z2 W-0 10M 00 Z2 a) v -0(13-0M 00 Z2 0-0 OW Z2 0-0 W-0 070 vIo v(0 v0) OW 00 OW ZS Z2 ZS OD TDMv(0 00 Z2 W-0 00 Z2 0-0 v(0 OW Z2 0-0 0-0 -0(0-0M>, OW OW Z2 Z2 *k r r.i= N NL (Y) ML Tr Tr C LID up 1= (0 N- OD O1: r- CO _C O CD 1= oT- T- 1= T- T- T- 1: NT- MT- r1: v- 1: # r "O to N 'D N M v In Tr v N '0 v N (0 I- 00 v 0 0 co co In 0) 0 In r0 v In r 'O O T- 0 v (n U OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products April 16, 14 01:40 PM 0 0 1- Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop' Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop Sprig Up/Drop j Sprig Up/Drop Branch Line Branch Line T 0 0 N > co O O 0 O 0 O 0 O 0 O 0 O O O O O O O O O O O O O O O O LI E Q 0) O O O O O O O O O O 0 O 0 O 0 O 0 O O O O O 0 0 O O Pres. Fr.Loss Pres. Elev. Loss Pres.Vel. Loss Cp CLCD O (000(000(000 0 (000 0 0 0 0 0 (000 0 0 0 0 0 0 (000(000(000(000(000(000(000(000(00000000 0 0 0 0 0 0 (000 0 00 O 0 0 0 (000 O 00 O 0 0 0 0000(000(000(000(000(00000000 O 00 O 0 0 0 O 00 0 0 0 0 O CO O 0 0 0 O 00 O 0 0 0 O 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fr. Loss 5 0. O O 0 O O O 0 O O O O O O O O O O O O O O 0 O O O 0 O O O 0 O O 0 0 0 O 0 0 0 O 0 O O O 0 0 O O O O O O Length Eq.Length Total Length 4f O O O N O N O O O N O N O O O N O N O O O N O N O O O V' N (0 O O O N O N O O O N O N O O O N O N O O O N O N O O O Ni N (0 O O O NON O O O l0 O (0 00 O co 0 0 O) Size Nom.Diam. Int.Diam. — O CD O V' OO 1-e- .- O CA O V' OO r- c- y- O CD O cr OO mss- Y— O CD O V' OO r- r- Y— O CA O V- OO r-. T- O CD O V' OO r - c- <- O CA O V' OO V...T...T-.-- Y- O CA O V' OO O CD O V- OO V - V- T- 0 CA O V' OO T- 1.- Y— O CA O V' 00' T-T-NNNNNN N O U0 N 0 (0 � 0 CO0 CD (n (O, (0 Material HWC Fittings Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 E Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 E Sch40 120 Sch10 120 Sch10 120 Start/End Nodes Discharge Q C7) 1E 1 1 1 11 1 11 1 11 Res. Pres. QV CONr 0 V' V' CO <1' 4 (C) V'nr CO V' V (0 V' V' N- CO LO CO V' V' N (0 (0 (0 V' V' N- (O (0 6 V' V' N- CO (n (0 V' V. N- (0 O N- V' V' N- (0 (0N- V' V. I, -C0 O N- V' V' I"-(0 O ti V' V' O O O O n - V' V' V' V' Elevation O O N O N N O O N O N N O O co N N O 0 N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O N O N N O O O O N N N N N N N N 0 2 ' O N ' O N ' O Cl 10 N 10 N 10 N 1 10 N , ' O N , ' O N 1 ' O N ' O N ' ' ' ' N Q F- N "a 1:3 0 Z2 N 73 0 03 0 Z2 W 'a 0 0 Z2 0 -0 0 0 Z2 N -0 0 0 Z2 N -0 0 03 0 Z2 a) -o 0 0 Z2 0 -0 O N Z2 N 'a 1:3 0 Z2 N 73 O N Z2 N -o 0 0 ZZ N N N 0 7:3 0 0 0 ZZ ZZ *k V V'= •- .0 u0 u)= c- L CO (fl— •-- -.r f- N-= c- L 00 Oe- '-.c CA O)= L O ON N L T- =N N 1= N NN N L C) ()N N L V' V'N N L •- N N M # .4-'0 = = (0 = t- ‘--� 00 0) = O N , N N N C) N V' N N OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products 14 01:40 PM o cl H Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Linel Branch Line Branch Line Branch Line Branch Line Branch Line :.- 5 0 a) > ft/s o 0 o 0 O 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LL E a 0) 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 o 0 0 0 o 0 0 0 0 0 Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss U) Q0000o000000000000000CD000000000000000000 0 0 0 000000000000000000000000000000000000000 . . . 000000000000000000000000000000000000000 O O O . . . o 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . 0 0 0 . . . Fr. Loss psi/ft o o 0 0 0 O O o 0 0 o 0 0 0 O o 0 0 O O o o o O 0 o 0 O 0 0 o O o o O o 0 0 o O 0 o 0 O o 0 0 O O o 0 O Length Eq. Length Total Length 4f6o5 o0 U) M N O O D MO OOOOOO(DMOOO(DOOOCDOM00(DOOO6 U) O U) 00 u) M N O O D U) O U) OO U) M N O o o U) O U) O U) M p; N O O D W 000OOO66gi U) O U) O U) M Size Nom.Diam. Int.Diam. N O 2 U) (D N N N N O M $ U) Cfl N N N N O O U) CD N N N N O M $ O CO N N N N O M U) CD N N N 2s-1 O M $ U) m N N N N O 2 Ul Cfl N N N N O M $ U) Cfl N N N N O 2 $ U) Cfl N N N N O 2 $ U) (D N N N N O M $ L(i CD N N N N O 2 $ U) (D N (Ni N N- O M $ U) CD N N N Material HWC Fittings O O �N U� (/) Sch10 120 i O O 1N U' (/) Sch10 120 T i O O LN U'_ (/) O O LN U� (/) O O H .(V U ` (/) Sch10 120 Sch10 120 Sch10 120 T 0 i O LN U � (/) Sch10 120 Sch10 120 T Start/End Nodes Discharge E it 0) Res.Pres. Q 00 r- �- V V O O N N V V O O N N V V O O N Nor) V V M M M V V M M M M V V M M M M V Tr Co CD V V V V CD (D V V V V CD CD Ni Ni V V r` r` U) U) V V r` r` U) 6 V V r- r� U) U) V V Elevation 4f O O N N N N O O N N N N O O N N N N 0 0 N N N N O O N N N N O O N N N N O O N N N N O 0 N N N N O O N N N N O O N N N N 0 0 N N N N O O N N N N O O N N N N N N > 1 1 1 i 1 1 i i i i i i i i i i 1 i 1 1 i i i i i i 0 C1 >, 1— () (1) 73 a 0 0 ZZ N (1) 13 0 0 0 ZZ N (I) -0 "0 0 0 ZZ (I) 4) 'a "0 0 0 ZZ 0) 0) 'U '0 0 0 ZZ CD N '0 '0 0 0 ZZ 0) 0) -0 "0 0 0 ZZ N CU a "0 0 0 ZZ N 0) 0 •a 0 0 ZZ N 0) '0 0 0 0 ZZ N N a v 0 0 ZZ N 0) -0 -0 0 0 ZZ N N a a 0 0 ZZ 4# 00 M L() U) (D CO N- O N - (D O CA OT- -N s- (D OD NI- r T- V U) r T- U)t7 (0 r- co T- co CA T- T- CO (D '- (D it co .0 U) .0 CQ To r` 3 (n .0 O— .0 , .0 '- .0 "- .0 '- .3 r- .0 co .0 O 25 OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products April 16, 14 01:40 PM w a I-- Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Branch Line Riser Nipple >, .( 0 N > ft/s O O o O O O .- N co N (o (M o O O O o O 0 O 0 O 0 O 0 O O LL E 0) O O O O O O v (0 N. My O 0 O O O O O 0 O 0 O O O O O Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss 0_0 0 0 0 0 0 O O O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 O O O 0) O'- 1- 0 0 O O O o O- r- 0 O O O O 0 - 0 0 M O .- O O 0 0 0 0 0 0 O O O 0 O 0 0 0 0 O O O O O O 0 0 0 O O O O o 0 0 0 0 O O O 0 0 O 0 0 0 O O O O O O 0 0 0 O O O 0 07 O ( 0 (0 0 O O O Fr. Loss (7) CL O 0 O O O 0 O O O O O O v O O O (0 0 O O N T- O O O co O O O O O O O O O O O 0 0 O O O O O 0 O O O O O O O Length Eq. Length Total Length 4f 000100 00 O 00 o0uom0vvO`d'vov O O O 6 6 M �N0NtT. M O N T.- M O N 0d'T-(10vTT v0oommoO M 6N (...i O N N O N 0oco N O N 0ococoo0000O00touoO N O N N O N N O N, 6 00 Size Nom.Diam. Int.Diam. N Oto O M 10(0 NNNNNNNNNNNNNNNNNN N O 'o 0 0 In (0 N 0 go O(0 100 N O 'o O M i �(0 N O uo O 0- '4)(0 N O uo O c') i '0 O N. O O— 0 v OO T -:-T- O O O v OO TT T- O Cn O v OO T. T. e- O q— 0 v OO O CA O v OO T -:-T- c- 0 0) O v OO TTNNN N Oto O c 14)(0 Material HWC Fittings Sch10 120 Sch10 120 Sch10 120 T� Sch10 120 2E2T j 001-001-- N N NN Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 D o l— N W 1 Start/End Nodes Discharge E a 0) Res. Pres. t— I— 216 vv I-0- O(0 vv r- Vs 66 vv. too 0O vuo CO CD O.- (nu) v00 —N U)uo OO T.- T- vv OO NN vv MM MM vv (0 (0 .44 vv r- r- uoO vv NN- Coco vv O(0 - w vv Elevation 00 N N N N 00 N N N N 00 N N N N too O O N N toIo O O N N Coco O O N N 00 N N N N 00 N N N N 00 N N N N 00 N N N N 00 N N N N 00 N N N N Oco N O N N 7 f0 > NN a >, 1- 0.) "0 "d 0 0 ZZ W 0) -0 13 0 0 ZZ 0) 0) -0 '0 0 0 ZZ 0) N "0 0 0 0 ZZ 0) N -0 "0 0 0 ZZ N N 0 '0 0 0 ZZ N 0) 0 v 0 0 ZZ 0 0) -0 v 0 0 ZZ 0) 0) -0 -0 0 0 ZZ W W 'a -0 0 0 ZZ 0) 0 '0 "0 0 0 ZZ 0) 0) -0 -0 0 0 ZZ N 0) "0 v 0 0 ZZ N N NN N(0 Or I,- -4- r- 1.-- unv c000 (00 (0- O N.0 N 0004 (0 N CO O) to uo N- N 70- N N .o co N . '.o N .Q (0 N .0 N- N 70 v Fa 00 .o N(0 r- ) r- sa O N . v N m E OmniCADD Hydraulic Calculation Software v. Darwin Pet Products April 16, 14 01:40 PM a) 0_ T F— Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple Riser Nipple; Velocity O O O O O O O O O O 0 0) r r 0) r M 0) r U) N 0 N N 0 (Ni N r N N 4 N o QLI ) 0 O 0 O 0 O 0 O 0 O (0 0) r OO 0) N r CO 0 N `7 N ' N N O N C1 00 r M -r N ' Pres. Fr. Loss Pres. Elev. Loss Pres.Vel.Loss _ V) 0o O 0) O 0 4 0 MOOMOOM0O(000(O00)(O000(000)MOOOOOOOOOOOOONOO 666666666666666666666666666666666666666 O O O 0 4 0 O O O 0 4 0 O O O 0 4 0 O O O 0 4 0 (O O N 4 4 r N O N 00 4 r O O N (O e7' e- N O N 0) 4 0 N - O M 4 r O O N 4 r M 0) I - t- 0) M I- 4 r C) 4 0 Fr. Loss --.0 U)0 Q- O O O 0 0 O O 0 0 O O 0 0 O O O 0 O (O M M O 0) co M O (n 4 M O co O 0 O 0) co 't O 0) co l' O co r 4 N ct 0 O O Length Eq. Length Total Length (oto0(o(nO(ofoO(ofo0 •;F r r 00 r r r CO ao r r r r M r r r r r r r ofo0(oO(ofoO(o(o0(o(o0(o(o0(o(o000O(o(o0(o r (O 00 r r r O r r r r O r r r r O r r r •r O r r r r O r r r r O r r r r O r r O r r r r r Size Nom. Diam. Int. Diam. NO(oNO(oNO(oNO(oNO(oNOI�NO �0c�)—OM�OM�OM�OM (o (O N N N ' (n (0 N N N ' (o (O N N N ' (o (O N N N e, (o (0 N N N 0(0 00 NN 0(0 0 0 NN NOr-NOcNO 0(0 00 NN O(0 0 0 NN 0(0 0 0 NN Or-NON.NOI` O(0 0 0 N N 0(0 O(0 0 0 00 NN NN Material HWC Fittings 001-O0E- L N 0 r L N O Sch10 120 T Sch10 120 T Sch10 120 T Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T Sch40 120 T Start/End Nodes Discharge Q v) Res. Pres. Q O(0M0) CV N 44 () M 44 (0N 46 44 I- V 66 NI-Nt' NV O (- 44 VM 46 MM (ON 46 MM N0) 66 MM N1 -T --r00 6, d'� 66 MM MO 66 MM r (0 Wrs 66 0) O MM M V Elevation = 00 N O NN 00 ('40 NN 00 ('40 NN 00 N O NN 00 N O NN 00 (.16 NN 00 N O NN 00 ('40 NN 00 (‚40 NN 00 ('40 NN 00 (.16 NN 00 O (0 ('.10 N O NN NN a) 7 (0 > , , , , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 W Q >, 1- as a) V-0 0 0 ZZ a) a) 0 0 0 0 ZZ a) a) 0 v 0 0 ZZ a) a) 'd -0 0 0 ZZ a) a) v 0 0 0 ZZ a) a) V -0 0 0 ZZ a) a) "0 "C3 0 0 ZZ a) a) is "a 0 0 ZZ a) a) 0-0 0 0 ZZ a) a) v -0 0 0 ZZ a) a) 'v 0 0 0 ZZ a) a) a) a) 0 v a V 0 0 0 0 ZZ ZZ *k 0r 00 NM 00 Vt(f) 00 (ON- 00 000) 0M 0%- 1- 'zt NM V Nt d'0 N1-1- 0<` NI -N1- Or 00 NM (() (0 (!) CON - 00 00 *k N C L M C L C L (0 C L (O C L f- C L 00 C L 0) c L 0r C L r C L eN- C L M C C L L OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products April 16, 14 01:40 PM (I) a T 1- Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Cross Main Velocity u) '`— h' r r 1: r r r r r N- r r r N r - CD r r r U) r In C) r r O f� (O r r N O 4 r o LL E a� as r O (O r CA (9 r O (9 r e- O CA N- N- (9 (9 r OD CA N ti Nt (9 (9 00 ao 0) U) c') r - co U) r O CA 6 ti co CO co N to 4 4 O Ps Nr r Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss U) O- N O M r- 0 0 O O O r 0 0 O O M O) 0 0 N O O r O O O O ('M O) 0 0 N O O r 0 0 MOM COO M (00 0 00 0 0M- r o 0 CA O O r 0 0 0 O O CA O M CA O M 0 0 N. 0 0 O O O C0O O N O O O O O N O M 0 0 0 r O O.q r 0 0 O O N NrO O O O M 0 0 U) O M CA O M 00 0 0 N O O 00 O o N O O 0 0 0 x 0 0 M O N OY) O M O O r 0 0 l) O O r O O 0 0 0 0 0 0 Fr. Loss ---..N to aO f'- r- f- N r O Ps N r O Ps r- N N r r CCS O ti LC) N r r r O O r O r O N CO 0 O 1- N N r r r O O 0) O r O O O O Length Eq. Length Total Length 4f O O O 0 O M N O N 0 0 0 r r N O N 0 0 0 r r N O N 00 O CO C)) O CA is.:O f� N O N h- O P.0 CO O CO f� O f_ r r 0 0 r 0 r r r N• O N 10 O U) OD M r r O O O• O• O O 1s O I� r O r r r O O O O• O O r 0 r r O r r r r r Size Nom.Diam. Int.Diam. nrOCDd-OCO ON 00 v v ON 00 v v V-000.7'00�OCOM-O(0,TO00,TOCDMhOO ON 00 v v ON ON 00 OO v v v v ON ON 0O 00 v v v 4 ON 00 v v ON 00 v v d -CD OM-OCO ON ON 00 00 v v v v V OCO'-OCD ON ON 00 00 v 4 v 4 Material HWC Fittings Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 ET Sch40 120 Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge a CA 1 1 1 1 11 1 1E Res.Pres. ._(D(D a -N V'nt CD CA NM Nr4 CAN Mtn 44 C'4 Tr4 Ln (D (Df'- V 4 44 4U) U)M IBCA CAO 44 N' L() 01 Nr Or U)LC) Nr CD rO 10(D OD hs Ps V) '-O 00) NrNr 4c) LO CD 000 0)0 O) 00 MM MM Elevation U) Ln cc N N U) U) 66 N N LC) U) 66 N N U) U1 U) L() 66 66 N N N N Ln U) U) U) 66 66 N N N N Ln LC) 66 N N Ln (0 66 N N U) U) LO) LD 66 66 N N N N «7 U) U) U) 66 66 N N N N N > 1 1 1 1 1 1 1 1 Na) T 1- a) 0 0 ZZ N (U 0 0 ZZ N N 0 0 ZZ N a) N N 0 0 0 0 ZZ ZZ N 4) a) 0) 0 0 0 0 ZZ ZZ N CU 0 0 ZZ N 0) 0 0 ZZ W 0) 0 W 0 0 0 0 ZZ ZZ 0) N u) W 0 0 0 0 ZZ ZZ UO)(0 CO CMO 01 1.0 CO CO (0(0 CD(D COOPs Oar N. �� Ps000 CD h- h- V1 LLMC) LM U) *k N-- E 0 N E U M E 0 4 E U I.0 E 0 CD f'- E E U U 00 E 0 0) E 0 Or r E E 0 U 'N- N- E E 0 U OmniCADD Hydraulic Calculation Software v. Darwin Pet Products 14 01:40 PM a) a 1- Cross Main Cross Main Cross Main 1 Cross Main Cross Main Cross Main Cross Main Cross Main Feed Main Feed Main Feed Main a) CL E a) a a T U O o > > co r d: 0 .4 r r (f) 6 r Na- t- r co r N O r CO O N r OO •- O co OO co O O O O _L E ON r In t� () d' (M N 6 O (o OO O r co O d' (-6 co -1360.7 1360.6 1360.6 0.0 O OO Pres.Fr.Loss Pres. Elev. Loss Pres.Vel.Loss (7 ar N O O c) c) O O O N O 0 00 O O O O O O a) OOMOO O O O N O M r 0 0 O O OM t-000OO 0 O O O O M r O O r O M t` OO r O 0 ON O O r 00 M O O (rO O r N t: O Md0M 0 0 0 0 CO 000/ 100000000000 4 O O O t� O O r 0 0 0 0 0 0 0 0 0 0 Fr.Loss (7) Cl.. N- 0 O O r N O O O (O O O 61 r- r O CO N r O r '7 r 0 t- On r O N co r O M (O (O O (o - r O O O 0 0 O O O O O O 0 O Length Eq. Length Total Length _ 4f op c) o0000000000OOOo0 MO M (oNOOr r O r rr r O r rr r O r r(6 OO O M (0 r- O r` t- O ti 000000000000�0(OO r O r r r lO O LO CAI N'7(ON(-r (0000000 O CO a0 h nf' r NON 6) O d) N 6) O 6) Size Nom.Diam. Int.Diam. nt 00640(flnt0O6d'O(Od'O(640(pttOO6d'O 0 N O 0 4 V O N O O nf nC O N O O d' nf O N O O nt nt O N O O nf ni O N O O nf d' O N O O nf nf CID O N O 0 di nt (60()OpOr000rNOI.NOt- O (O 0 Ps. CD h.- O C4 O O O O O 0 O O (O 6 6 6 oO 6 N N O (O 0 O N N Material HWC Fittings Sch40 120 2E Sch40 120 Op ' U r (f) Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 2E Sch40 120 G Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge E CL 0) I I 11 1 1 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 Res. Pres _ 2..00 000) M M 6) N a06) M M N OO 6)6) M M CO r a)- M d' r 0 -O d' U) 0 0 - 0 (0 0 00 �N (0(0 CO 6) NO UP (O 6) CO t— OO 6) t- d' of OO MU? 6)M Hint (6 (6 t` 0 I- t- M M nt nt dirt M M Elevation `= (O 1.O OO N N (O ((D O O N N (O (O O O N N (O LO O O NCV (O (() O O N N (O LO O O N N L0 1.f) O O N N LO LO O O N N (O (O O (O (n 0 0 0 O O M O O M N N N N N N N 0 0 N N N N a) 7 (0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 'CD 0 0 6 �j NN r r r r OD NN ,-- r r r a)a) a >, 1- a) -o 'O O O ZZ a) (1) -0 o O O ZZ (1) (1) "a a O O ZZ a) (1) "a o O O ZZ a) a) o "6 O O ZZ a) a) a P O O ZZ a) a) -0 "0 O O ZZ (1) 0 "a P O O ZZ a) a) 0 a) a) 0 -0 -0 -D P j D 'd J (0 (0 O O a 0 0 a N a) ZZ a Z Z u. MM -0 P (0 (0 (1) a) MM 4$ rr (O r CM of nC M lO di nt (O t- nC - h O0 d' nt 00 6) of d' 6) M nt r— M O r- CO .T- N O N (O N O OO 0 0 OO OO OD OO 6) 00 r r N M 0 0 r 1.- .1- d E 0 (f) V- r E C6 r U t- r E OO r U 6) r E O NN T- 0E r N M r E Ea N (1 OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products 14 01:40 PM ID a 1- a) a E a) a a a) a a (1) g a a) a a a) a 0. a) a a a) a a a) a E a) a 0 a) a a a) a a. a) a d Velocity w O O 6 0 O ,-- r M M f: (p - N 4 0 O CO (6 r CO 0 O 0 O 0 O N- O O LL Ed (3) O o O co r in (6 r O (6 O O 0 V N O 7 V (0 r M 4 O c:i O O O M 0) r Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss U) a0000000(n00 0 0 0 O O O O O O 0) O N O O r O O O (n O O O O O r O 0 0 0 (() O O O (n000Q0 0 0 0 O O r N O O 0 0 0 (Z7 O M 00 O O r OOd)OOMOOr 0 o 0 M O O r O O 0 d O (O O O M O r M O 0 C�) 0 8 CO 0 0 00000000. 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000(000 O 0 0 (f) O N r O r 0 0 0 Fr. Loss psi/ft O O 0 O (O co M O M (O r O N. U) 0 O M 0 0 O - N 0 O N 0 r O 0) M N O N `7 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0) M M O Length Eq. Length Total Length = O O O O f� r r O O O NON O O O a) O O) O O O CAO O) O O O 0) O O O O O O) O O) O O O 0 0 0) O O O 4 O 4 r r 4 O 4 O 4 O O O 0 0 0 O 0 0 0 0 0 0 0 0 r O N r r 0 0 0 N O N Size Nom.Diam. Int.Diam. N O N - 0(O 00 NN N O f- 00 00 NN N O f -- 00 00 NN N O f, - 000 00 NN N O f 00 00 NN N O f- 00 00 NN N O f- OM 00 NN N O f 0(0 00 NN N O f- 00 00 NN N O 0(0 00 NN N O f- 0(0 00 NN N O 0(0 00 NN N O N- 0(0 00 NN Material HWC Fittings Sch40 120 T Sch40 120 Sch40 120 00 01 r ON - 0) 07 Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 0 O o'_. (/) Sch40 120 T Sch40 120 Start/End Nodes Discharge ' ' E OT ' ' ,-(0 N O (0 OO (O O O O O (0 00 O OO O OO ON O (O CO NN- O r CO CO r ' r CO ' M O ' ' ' ' ' ' ' ' Res.Pres. .•:1-'7 - K44 mm V 00 4M mm f. -.C\1 OO) MN NN- O)0) NN N - r-- 0000 NN f- O) 0000 NN 0)00 000) NN CON- O)M NM 1-0 MM MM (0 (0 44 MM (0(0 44 MM COLO 44 MM COO) 4M MM Elevation 00 = N N NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN 00 NN NN W 7 (O TO O' N r T- '0 N r r 00 N N r r r r 00 N N r r %-•-• 00 N N r r r r 00 N N r r r r 00 N N r r r r O' N r r 10 N r r 00 N N . r r r r 00 N N r r r r O' N r r '0 N r r N a >., 1- v 0) MP a) O MZ 0)D P OO O a) Z2 DD CO CO a) a) MM P CO CO a) a) MM 0D COM a) a) MM V v CO CO 0) 0) MM PP CO CO a) a) MM -O 0) CO -0 N O 2Z a)D O (O O a) ZM vv COOO a) a) MM 0 0 CO M a) a) 22 'O a) CO"O a) O 2Z 0)P "OM O 0) Z2 it M 00 .c -Nr <7 00 'I.r 0(O 00 r r CON- 00 r r l'-- CO 00 r r 00 O) 00 r r 0)O OT- r r O T-0 N-1.0 r O r (O r NM r r r r CO 'Cr r r r r Tr r N ,---..*...4-a- d.r (f) N‘ - rrNr * M a a aa a 0 CI. a O a a f` a a 00 a a M 0. a 0 . a a r a a 0. a a a a a a OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products April 16, 14 01:40 PM a) 0 T F- a) CI E. a) O_ a a) n a a) 0 a a) a a a) a a a) n a a) 0. a a) g E. a) n a a) a a a) O. E a) O_ a Velocity u) r O) r 06 r co N CO r N Ti 0) ai co (() r CN (O 0 O 0 O O O C) 0) r- C) 0) e- O LL E O_ (Tr (O 0 0) Tr M r C— (O '.) co r co M 'r ' 0) M O r N cri co r d' d' (O O O O O O O 00 - O N co E O N Pres. Fr. Loss Pres.Elev. Loss Pres.Vel. Loss •O v) O N c) O r 07 0 0 N O 00 N 0 0 x 0 0 ti O Cn r O O 0 0 0 O O r C') 0 0 0 0 0 N o co 00 0 0 0 0 0 00 O CO 0 0 0 0 0 0 O O O c) O r CDCOCD OD 07 0 0 O) O v I- 0 0 0 0 0 O O O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0) O N 00 O r 0 0 0 0) O N 0) O r 0OO 06 O O to O -J 1,. = :-- Cp O- O C1 C.,) O O C'- r Oa o0 10 0 co 0 0 O Ox N 0 O O r- O C D C) N O N nr 0 O O O 0 O O 0 0 O O O 0 O 1.41 d' el Oa C() nt M Length Eq. Length Total Length -- 0 0 0 O) O O) 0 0 0 06 O O) 0 0 0 O) 0 O) 0 0 0 O O O7 0 0 0 O) O O) 0 0 0 O O O) 0 0 0 ni O ni x r CO O 00 'f O n' 0 0 0 O) O W 0 0 0 O O O 0 0 0 I� O r .— 0 0 0 N O N 0 0 0 O) 0 0 Size Nom.Diam. Int.Diam. CV N O C0 O O N N N O CON O O N N O CO O O N N N O O O O (-4 N N O O O O N N N O (O O O N N N O (0 O O N N N O co O O N N N 0 (O O O N N N CD I's O (O O O N N N O CO O O N N N O OCD O O N N O O O O N N Material HWC Fittings Sch40 120 Sch40 120 O0 1 nr N SZ0 CO Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Start/End Nodes Discharge ' C) CL N 0 CO MI,- Nd CO CO I -N O6 CO (0 CV T- O co; CO CO T. OD O O CO CO COCA) O x• CO (O M ' r CO ' V. 4 CO ' ' ' ' ' ' ' ' 1 00 N (0 Res. Pres. -0)O) Q cr) O C'r) 01 CAT' O 0) 01 c ...4- CD O) co NN CD 00 O (0 NN C00 00 0) NN 0C) 0) 0) NN CD OD 0) M NCY) 01 - M 01 M01 NN u 1.6 M 00 NN '.o Cc) ()C') NN u) CC) MC') CV U) Cc) ni OD V) 10' ni x MM Elevation O O CN N N N O 0 N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O O N N N N O 0 N N N N O O N N N N O O N N N N O O N N N N a) 7N 1.5. OO N r r OO N N r r 0O N N x r OO N N r x OO N N x r O0 N N r x O ' N x ' 0 N x OO N N x x CD CD- N N x x O ' N x ' O N x OO N N r r V.. - (D 0_ >, 1— '0-0 () CO a) a) 22 -0-0 (O CO a) a) == -0v f0 ID a) a) 22 -0v (0 CO a) a) 1= -0v CD CO a) a) 1= -0 -0 CD (0 a) a) 11 -0 a) N "a a) O ZZ a) a "a CO O a) Z2 la -a CO (0 a) a) 1= -a-a CO (0 a) a) 22 -a a) (0 a) O 2Z a) 0 'a (ti O a) Z2 -a -a (0 (0 a) a) 22 4# CC) CO rr r r (0 I,- rs- r x ti 00 T- T"- x r OD 0) 'T. .T r T 0) O rN r r O x NN r r x NN r C() N NN U) r 00 NN r r 14) NN r r CL) CV .4-.4- r v. CO N m- r CO r- NN r r 4t (O T- CL O co_ C- T- O CL Q 00 T- CL O co_ 0) T- O CL a 0 N O O. r N O 0. N N O 0_ C") N O O. nr N 0.O co_ 1.0 N fl. CO N O a C� N O O. CO N 0_ O. OmniCADD Hydraulic Calculation Software v. 2.0 Darwin Pet Products April 16, 14 01:40 PM a) a a I— a) a a a) a a a) a a a) a a a) a a a) a a a) a a a) a a a) a a a) a a a) a a a) a a a) a a Velocity ft/s 13.3 1- N- (0 r , d 0 O r 0) LA ,-- N CO 0 O 0 O 0 O LO N (0 N LO N O LL o O E O aM O) r co N- r- N I` r d- M 1- ' N 4 O r 0) LO (O r a) 4 co 0 O O O O O (O N d- O N d - CD N Pres. Fr. Loss Pres. Elev. Loss Pres.Vel.Loss W L0000cc)OOMOOD000-00 a Ln 0 0 r 0 0 LO 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 LO0-ONOOOo00000000-00ti00 M O 0 M 0 0 r O O 0 0 0 O O O 0 0 0 O O O 0 0 0 O O O 0 0 0 O O O 0 0 0 O O O 0 0 0 N -ON 00 O O O 0 0 0 Fr. Loss = co 0) r a. O O) to 0 O 4 0 0 O O N 0 O N 0 r O r V' N O N 0 O 0 0 0 O 0 0 0 O 0 0 0 O CO 0 0 O CO 0 0 O CO 0 0 O Length Eq.Length Total Length O O O = O O O O O O O O O O O O O O O O O O O) O O O O O O) O O O O O 4 O 4 r r M O M 4 O R O 0 0 O) O O 0 0 00 O O O 00 O r- r r 0 0 0 N O N 0 0 0 0 0 0 0 0 0 0 0 0 Size Nom. Diam. Int.Diam. NO 0 CO 0 0 N N NOr-NOt`N0I,-NO 0(O 0 0 N N CD CD 0 0 N N 0(O 0 0 N N 0(O 0 0 N N NOr-NOI`NO 0 (0 0 0 N N 0(O 0 0 N N 0 CO 0 0 N N NOI--NOr-NOI`NON-NON 0 CO 0 0 N N C, CO O 0 (4[N 000 0 O N N 0 CO 0 0 N N 0 CO 0 O N N Material HWC Fittings Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 Sch40 120 T 0 O ' 4 N L r O Sch40 120 Sch40 120 Sch40 120 T Sch40 120 Sch40 120 Sch40 120 Start/End Nodes Discharge co N ENr- SCO (0 N CO r0 co CO CO CO OO co CO CO co OO (0 (O co r- Or CO CO N- ' - CO ' co CO ' ' ' ' ' ' 1 1 ' 1 ' ' Res.Pres. ._BOO ar oi MN DOM 0)0) NN MM 00 NN MLC) 0)O) NN LOQ O)0 NM 'Cr r..- OM MM I's (.0 MM MM '-`Cr'Cr`Cr 00 d d 00 44 'Cr 'Cr 00 44 V 00 si- V d M 00 w-`- MN 00 '7Tr C O ON N W O 0 N N N O O N N N N 0 O N N N N 0 O N N N N O O N N N N 0 0 N N N N 0 0 N N N N O O N N N N O O N N N N O O N N N N O O N N N N O 0 N N N N 0 0 N N N N a) 7 Cif / 00 N N r r N— r 00 N N r r r r 00 N N r r r r 00 N N r r r r 00 N N r r r r 0 ' N r r ' 0 N r r 00 N N r r' r r 00 N N r r N.'"-� r 0 ' N r r ' 0 N . r r 00 N N r r r r 00 N N r r r r a) p_ >, H 0 0 CU co (1) a) == 0 0 co co a) a) 22 0 0 co co a) a) 22 0 0 co (o a) (1) 22 0 0 N N a) W 22 0 W CO 'a a) O 2Z a)0 .6 co O a) Z2 -O 0 (o (o a) a) 22 -a 0 co co a) a) 22 0 a) co -o a) O 2Z a ) "0 -a 0 O a) Z2 0 -v N co a) a) =2 0 'O co co N a) 22 *k I` CO N N r r CO O) N N r r O) 0 N M r r 0 r CO M r r r N M M r r (-1 M r LO CO Cr) LO r (O CO CO r r 1.0 CO CO CO r r CO CO CD r 1- r- CO M r I` co M M r r DO Q) CO M r r O) N a a co M a a r CO a a N M a a co Cr) a a of CO a a LO M a a CO M a a I` M a a DO M a a O) CO a a O 4 a a r V' a a OmniCADD Hydraulic Calculation Software v. Darwin Pet Products April 16, 14 01:40 PM w a 1- a E a a a a a a a a a a a a Underground Velocity oLn N u) N LC) N to N to N t` (O 0 O) 0 C0 Oo LL Q. CJS Tr N N Tr N 'r Tr N Tr N to ON co 0) r M (n M r Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss U) a N O N t` O O 0 0 0 ad O N O N N O O O O O O O O N O N N O O O O 0 O O O N O N N 0 0 0 0 0 O O O N O N r 0 0 r 0 0 O O O N O Vt r 0 0 N 0 0 ad O O O N r O r 0 0 0 M 0 0 O (O 0 14) r 0 N O r O O Fr. Loss 0-6 O O 0 0 O 0 0 O 0 0 O 0 0 O CD 0 O CO CO O 0 0 O Length Eq. Length Total Length ft 0 0 0 0O66060) 0 0 0 0 0 0 06666'f 0 0 0 0 0 0 O Ti rr m O m Ti O Ti0)O600006 0 0 0 0-- N00r r Size Nom .Diam . Int. Diam. N O N 00 Oa NN N O N 00 00 NN N O N 00 00 C N O N 00 00 NN N O N 0(O 00 NN N O N 00 00 NN N O r 0(O 00 NN M O O OM OM 006 Material HWC Fittings Sch40 120 Sch40 120 ?a1 r Sch40 120 Sch40 120 T O 1 O 0r Sch40 120 200 M 0, -Lu Start/End Nodes 0) P1 L E 1 a CA 1 1 1 1 1 1 1 1 1 LO O N 1 r N CO 10 CO O M Res. Pres. Q00 'LadN • . N,- 00 TrTt- .-0 00 T. Tt' 0 0) 00) Trm O) c0 0)0) mm M0 0)0) mm MN MO mm 0) M 0)•-- N 00 Elevation O O $CV (V NN O O NN NN O O NN NN O O NN NN O O NN NN O O NN NN O O NN NN t n 0 OO 0) n (IS 00 NN r r r r 00 NN r T r r 00 NN .-1- r r 00 NN r r r r 0' N r ,- '0 N r r 00 NN r r .- '^ ._L./> (1)13 (1) a >, 1- 13 13 (0 N (1) 0) M= 13 13 (0 CO 0) 0) MM 13-0 CO N 0) 0) MM "0 13 f0 N 0) 0) 2= "0 O) N -0 O) O MZ 0) -0 -0 MI 0 0) Z M 13 13 (0 03 0) 0) MM 0) ` D 0./ Z *k MO MV- rr ON- 'TV' rr r N ' rr Nm V- V- rr M �0 rin V- COV- tnr V-10 00 rr 0 00 0)r * a a a a a a a a a a s a 'Sr a a M OmniCADD Hydraulic Calculation Software v. 2.0 April 16, 14 01:40 PM Darwin Pet Products System Statistics Materials Info Name Abbr. Size HWC Length Total Length Fittings Abbr. Eq.Length Amount Sch40 Sch40 1 120 68.8 72.8 E 2.0 2 2 120 369.3 529.3 T 10.0 16 4 120 414.8 484.8 E 10.0 3 T 20.0 1 6 120 50.0 78.0 E 14.0 2 8 120 20.0 24.0 G 4.0 1 Sch10 Sch10 2-1/2 120 343.8 689.8 T 16.5 15 E 8.2 6 Ductile Ductile 8 140 28.0 116.4 E 27.9 1 G 6.2 1 Fittings Info Name Abbr. Amount NFPA EII 90 E 14 NFPA Tee T 32 NFPA Gate Valve G 2 OmniCADD Hydraulic Calculation Software v. 2.0 Page: 18 — ARCHER CONSTRUCTION, INC. 7855 S. 206TH STREET KENT, WA. 98032 HYDRAULIC CALCULATIONS FOR PANKRANTZ FOREST INDUS. 350 TRECK DRIVE TUKWILA, WA. 10/21/98 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (0 BOR): SPRINKLER ORIFICE SIZE: e?r ui �+�0�U!�yJ�t� J. rp yuI'a ORDINARY HAZARD I .13 gpm/sq. ft. 3000(ENTIRE AREA) sq. ft. 120 sq. ft. 29 SPRINKLERS 576.3 gpm 726.3 gpm 726.3 gpm @ 42.7 psi 1/2 inch NAME OF CONTRACTOR: ARCHER CONSTRUCTION, INC DESIGN/LAYOUT BY: JOHN GRUNDY AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: ARCHEI*219DR CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA EQUIVALENT K -FACTOR CALCULATOR Node Sprinkler Pipe dia. Pipe Ftgs. Total H -W Equivalent Name K -factor (in) Len.(ft) Len.(ft) coef. K -factor DROP 5.60 1.049 3.00 TC 13.00 120 5.25 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: JOB TITLE: PANKRATZ FOREST INDUSTRIES WATER SUPPLY DATA SOURCE NODE TAG 27BOR STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 140.0 97.0 1645.0 130.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 23.0 K= 5.25 2 23.0 K= 5.25 3 23.0 K= 5.25 4 23.0 K= 5.25 5 23.0 K= 5.25 6 23.0 K= 5.25 7 23.0 K= 5.25 8 23.0 K= 5.25 9 23.0 - - - - 10 23.0 K= 5.25 11 23.0 - M. - - 11A 23.0 - - - - 11B 0.0 - - - - 11C 23.0 K= 5.25 11D 23.0 K= 5.25 11E 23.0 K= 5.25 11F 23.0 K= 5.25 12 23.0 - - - - 13 23.0 - - - - 14 23.0 K= 5.25 15 23.0 K= 5.25 16 23.0 K= 5.25 17 23.0 K= 5.25 18 23.0 K= 5.25 19 23.0 K= 5.25 20 23.0 K= 5.25 21 23.0 K= 5.25 22 23.0 K= 5.25 22A 23.0 K= 5.25 23 23.0 - - 23A 23.0 - - 23B 23.0 K= 5.25 23C 23.0 K= 5.25 23D 23.0 K= 5.25 8.8 9.5 10.1 11.5 12.7 14.6 17.4 18.6 20.6 19.3 20.7 20.7 26.3 14.9 13.7 14.9 13.7 21.1 16.0 10.4 11.2 11.9 13.5 14.9 14.9 13.6 12.0 10.8 9.4 22.9 22.6 21.2 19.4 17.8 Page 1 TUK2 REQ'D PRESS. (PSI) 726.3 42.7 726.3 GPM 150.0 GPM 0.0 GPM 576.3 GPM DISCHARGE (GPM) 15.6 16.2 16.7 17.8 18.7 20.1 21.9 22.6 23.1 - lOn OM OM NM 20.3 19.4 20.3 19.4 16.9 17.5 18.1 19.3 20.3 20.3 19.4 18.2 17.3 16.1 - mim =In V. wad 24.2 23.1 22.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 'JOB TITLE: PANKRATZ FOREST INDUSTRIES NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 24 23.0 - - - - 24.1 - - - 24A 23.0 - - - - 23.9 - - - 24B 23.0 K= 5.25 21.7 24.5 24C 23.0 K= 5.25 20.1 23.5 24D 23.0 K= 5.25 19.6 23.2 25 4.0 - - - - 32.5 - - - 26 4.0 - - - - 41.0 P. - - 27BOR 0.0 SOURCE 42.7 576.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: PANKRATZ FOREST INDUSTRIES PIPE DATA PIPE TAG END ELEV. NODES (FT) Pipe: 1 23.0 23.0 Pipe: 2 2 23.0 3 23.0 Pipe: 3 3 23.0 4 23.0 Pipe: 4 4 23.0 5 23.0 Pipe: 5 5 23.0 6 23.0 Pipe: 6 6 23.0 7 23.0 Pipe: 7 7 23.0 8 23.0 Pipe: 8 8 23.0 9 23.0 Pipe: 9 9 23.0 10 23.0 Pipe: 10 9 23.0 11 23.0 11 11A 11A 11B 11B 11C Pipe: 10A 23.0 23.0 Pipe: 10B 23.0 0.0 Pipe: 10C 0.0 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 5.2 8.8 15.6 5.2 9.5 16.2 -15.6 1.049 5.8 120 0.082 -31.8 5.2 9.5 16.2 6.8 5.2 10.1 16.7 -48.5 5.2 10.1 16.7 10.4 5.2 11.5 17.8 -66.3 5.2 11.5 17.8 10.5 5.2 12.7 18.7 -85.0 5.2 12.7 18.7 13.4 5.2 14.6 20.1 5.2 14.6 5.2 17.4 5.2 17.4 5.2 18.6 5.2 18.6 0.0 20.6 -105.1 20.1 16.6 21.9 -127.0 21.9 12.1 22.6 -149.6 22.6 14.3 0.0 23.1 0.0 20.6 0.0 8.6 5.2 19.3 23.1 0.0 20.6 0.0 20.7 0.0 20.7 0.0 20.7 0.0 20.7 0.0 26.3 0.0 26.3 5.2 14.9 -172.7 0.0 16.5 0.0 -53.3 0.0 1.3 0.0 79.5 0.0 12.5 0.0 39.7 0.0 8.5 20.3 1.380 120 0.081 1.380 120 0.176 1.610 120 0.148 1.610 120 0.235 1.610 120 0.348 2.067 120 0.146 2.067 120 0.198 1.049 120 0.169 2.067 120 0.258 4.026 120 0.001 1.610 120 0.207 1.380 120 0.122 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL PL FTG TL 0.25 T 10.25 7.75 7.75 PL 0.50 FTG ---- TL 0.50 PL 6.00 FTG T TL 26.00 PL 13.50 FTG T TL 21.50 PL 8.00 FTG E TL 11.00 Page 3 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.7 0.0 0.2 0.6 0.0 0.3 1.4 0.0 0.7 1.2 0.0 0.7 1.9 0.0 1.2 2.8 0.0 1.8 1.2 0.0 1.0 2.0 0.0 1.4 1.3 0.0 0.5 0.1 0.0 1.8 0.0 0.0 0.0 4.5 10.0 1.1 1.3 10.0 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 'JOB TITLE: PANKRATZ FOREST INDUSTRIES PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) 11C 11D 11B 11E 11E 11F 11A 12 12 13 Pipe: 10D 23.0 23.0 Pipe: 10E 0.0 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 5.2 14.9 5.2 13.7 19.4 20.3 7.2 19.4 39.7 0.0 26.3 0.0 8.5 5.2 14.9 20.3 Pipe: 1OF 19.4 23.0 5.2 14.9 20.3 7.2 23.0 5.2 13.7 19.4 Pipe: Pipe: 11 -132.8 23.0 0.0 20.7 0.0 3.3 23.0 0.0 21.1 0.0 12 183.4 23.0 0.0 21.1 0.0 17.5 23.0 0.0 16.0 0.0 Pipe: 13 92.2 13 23.0 0.0 16.0 0.0 14.5 18 23.0 5.2 14.9 20.3 Pipe: 14 71.9 18 23.0 5.2 14.9 20.3 11.3 17 23.0 5.2 13.5 19.3 Pipe: 15 52.6 17 23.0 5.2 13.5 19.3 11.3 16 23.0 5.2 11.9 18.1 Pipe: 16 34.5 16 23.0 5.2 11.9 18.1 7.4 15 23.0 5.2 11.2 17.5 Pipe: 17 16.9 15 23.0 5.2 11.2 17.5 6.3 14 23.0 5.2 10.4 16.9 Pipe: 18 91.2 13 23.0 0.0 16.0 0.0 14.4 19 23.0 5.2 14.9 20.3 Pipe: 19 70.9 19 23.0 5.2 14.9 20.3 11.2 20 23.0 5.2 13.6 19.4 Pipe: 20 51.5 20 23.0 5.2 13.6 19.4 11.1 21 23.0 5.2 12.0 18.2 1.049 120 0.123 1.380 120 0.122 1.049 120 0.123 4.026 120 0.006 2.067 120 0.288 1.610 120 0.273 1.610 120 0.172 1.380 120 0.205 1.380 120 0.094 1.049 120 0.096 1.610 120 0.267 1.610 120 0.168 1.380 120 0.197 PL 10.00 FTG ---- TL 10.00 PL 8.00 FTG E TL 11.00 PL 10.00 FTG ---- TL 10.00 PL 22.00 FTG ET TL 52.00 PL 7.50 FTG T TL 17.50 PL 4.00 FTG ---- TL 4.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL 8.00 8.00 PL 8.00 FTG ---- TL 8.00 PL 4.00 FTG TL 4.00 IMO MO MM. •I1M PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.2 0.0 0.4 1.3 10.0 0.5 1.2 0.0 0.4 0.3 0.0 0.1 5.0 0.0 2.1 1.1 0.0 1.4 1.4 0.0 0.9 1.6 0.0 0.9 0.7 0.0 0.4 0.8 0.0 0.3 1.1 0.0 1.4 1.3 0.0 0.8 1.6 0.0 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 'JOB TITLE: PANKRATZ FOREST INDUSTRIES PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 21 21 23.0 22 23.0 Pipe: 21A 22 23.0 22A 23.0 Pipe: 22 12 23.0 23 23.0 Pipe: 23 11 23.0 23A 23.0 Pipe: 23A 23A 23.0 23 23.0 23A 23B 23B 23C 23C 23D Pipe: 23B 23.0 23.0 Pipe: 23C 23.0 23.0 Pipe: 23D 23.0 23.0 Pipe: 24 23 23.0 24A 23.0 Pipe: 24A 24A 23.0 24 23.0 24A 24B 24B 24C 24C 24D Pipe: 24B 23.0 23.0 Pipe: 24C 23.0 23.0 Pipe: 24D 23.0 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 5.2 12.0 5.2 10.8 5.2 10.8 5.2 9.4 0.0 21.1 0.0 22.9 0.0 20.7 0.0 22.6 0.0 22.6 0.0 22.9 33.3 1.380 18.2 7.1 120 17.3 0.088 16.1 1.049 17.3 6.0 120 16.1 0.087 -316.2 4.026 0.0 8.0 120 0.0 0.031 -119.3 4.026 0.0 3.0 120 0.0 0.005 -188.8 4.026 0.0 4.8 120 0.0 0.012 69.5 1.380 0.0 22.6 0.0 14.9 120 5.2 21.2 24.2 0.342 5.2 21.2 5.2 19.4 5.2 19.4 5.2 17.8 0.0 22.9 0.0 23.9 0.0 23.9 0.0 24.1 45.3 1.380 24.2 9.7 120 23.1 0.155 22.2 1.049 23.1 8.2 120 22.2 0.157 -505.0 6.065 0.0 5.6 120 0.0 0.010 -576.2 6.065 0.0 6.4 120 0.0 0.013 71.2 1.380 0.0 23.9 0.0 15.3 120 5.2 21.7 24.5 0.359 5.2 21.7 5.2 20.1 5.2 20.1 5.2 19.6 46.8 1.380 24.5 10.0 120 23.5 0.165 23.2 1.380 23.5 5.0 120 23.2 0.045 PL 8.00 FTG T TL 14.00 PL 12.50 FTG 2E TL 16.50 PL 40.00 FTG T TL 60.00 PL 332.50 FTG 2ET TL 372.50 PL 6.00 FTG T TL 26.00 PL 4.00 FTG TL 4.00 IMM, OM 4WD PL 12.00 FTG ---- TL 12.00 PL 10.00 FTG ---- TL 10.00 PL 55.00 FTG ET TL 99.00 PL 2.00 FTG E TL 16.00 PL 3.00 FTG E TL 6.00 PL 10.00 FTG ---- TL 10.00 PL 12.00 FTG TL 12.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.2 0.0 0.3 1.4 0.0 0.2 1.8 0.0 0.4 1.9 0.0 0.1 0.3 0.0 0.2 1.4 0.0 1.5 1.9 0.0 0.6 1.6 0.0 0.5 1.0 0.0 0.2 0.2 0.0 0.3 2.2 0.0 1.6 1.6 0.0 0.7 0.5 0.0 0.2 JOB TITLE: PIPE DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 PANKRATZ FOREST INDUSTRIES (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 24 25 Pipe: 26 25 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 25 23.0 0.0 24.1 4.0 0.0 32.5 26 4.0 0.0 41.0 4.0 0.0 32.5 Pipe: 27 26 4.0 0.0 41.0 27BOR 0.0 SRCE 42.7 NOTES: (1) Calculations were PRESS. SUM. (PSI) 0.2 8.2 0.1 -576.2 8.071 PL 17.00 PF 0.0 3.6 120 FTG A PE 0.0 0.003 TL 52.00 PV FIXED PRESSURE LOSS DEVICE 0.0 8.5 psi, 576.2 gpm 0.0 -576.3 8.071 PL 1.00 PF 0.0 3.6 120 FTG ---- PE (N/A) 0.003 TL 1.00 PV 0.0 1.7 0.1 performed by the HASS 5.6.0 computer program HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.113 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 17.5 ft/sec at pipe 12. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A Diameter (in) 1.049 1.380 1.610 2.067 4.026 6.065 8.071 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 "JOB TITLE: PANKRATZ FOREST INDUSTRIES WATER SUPPLY CURVE 180+ 165+ 150+ *\\\\ 135+ \\\\ \0\\ P120+ \\\\ R I \\\\ E I \\\\ S 1 \\\\ S105+ \\\\ U I \\\\ R I 97.0 psi @ 1645 gpm-> E 1 Flow Test Point 90+ ( 1 P 1 S I 175+ ) 1 60+ 1 45+ X 1 30+ LEGEND " 1 11 1 X = Required Water Supply 1 42.73 psi @ 726.3 gpm " 15+ 1 0 = Available Water Supply " 130.52 psi @ 726.3 gpm I11 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) * ARCHER CONSTRUCTION, INC. 7855 SOUTH 206TH STREET KENT, WA 98032 HYDRAULIC CALCULATIONS FOR PANKRATZ FOREST INDUST. 350 TRECK DRIVE TUKWILA WASHINGTON FILE NUMBER: TUKWAR 10/21/98 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: tA.��aQ� u"SyBr): umvm rt ' Ilitl� 9D9£ -L0 -I6£ aldol uagog lar cS O III 54" v �' • uj'ao t'Lf C existing roof .33 gpm/sq. 4500 sq. ft. ft. COVERAGE PER SPRINKLER: 98.9 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 46 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1573.6 gpm TOTAL WATER REQUIRED (including hose): 1723.6 gpm FLOW AND PRESSURE (@ BOR) 1723.6 GPM @ 83.9 PSI SPRINKLER ORIFICE SIZE: 3/4 inch NAME OF CONTRACTOR: ARCHER CONSTRUCTION DESIGN/LAYOUT BY: JOHN GRUNDY AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: ARCHEI*219DR CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 •Date: TUKW1 JOB TITLE: TUKWILA1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 69BOR 140.0 97.0 1645.0 93.1 1723.6 83.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 1723.6 GPM 150.0 GPM 0.0 GPM 1573.6 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 25.0 K= 8.00 17.5 33.5 2 25.0 K= 8.00 18.3 34.2 3 25.0 K= 8.00 19.7 35.5 4 25.0 - - - - 21.0 - - - 5 25.0 K= 8.00 19.4 35.3 6 25.0 K= 8.00 18.0 34.0 7 25.0 K= 8.00 17.2 33.2 8 25.0 K= 8.00 17.0 33.0 9 25.0 K= 8.00 17.8 33.7 10 25.0 K= 8.00 19.1 35.0 11 25.0 - - - - 20.4 - - - 12 25.0 K= 8.00 18.9 34.8 13 25.0 K= 8.00 17.5 33.5 14 25.0 K= 8.00 16.7 32.7 15 25.0 K= 8.00 16.8 32.8 16 25.0 K= 8.00 17.6 33.5 17 25.0 K= 8.00 18.9 34.8 18 25.0 - - - - 20.2 - - - 19 25.0 K= 8.00 18.7 34.6 20 25.0 K= 8.00 17.3 33.3 21 25.0 K= 8.00 16.6 32.5 22 25.0 K= 8.00 16.8 32.8 23 25.0 K= 8.00 17.6 33.5 24 25.0 K= 8.00 18.9 34.8 25 25.0 - - - - 20.2 - - - 26 25.0 K= 8.00 18.6 34.5 27 25.0 K= 8.00 17.3 33.3 28 25.0 K= 8.00 16.5 32.5 29 25.0 K= 8.00 16.8 32.8 30 25.0 K= 8.00 17.6 33.6 31 25.0 K= 8.00 19.0 34.8 32 25.0 - - - - 20.2 - - - 33 25.0 K= 8.00 18.7 34.6 34 25.0 K= 8.00 17.3 33.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: TUKWILA1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 25.0 K= 8.00 16.6 32.6 36 25.0 K= 8.00 17.1 33.0 37 25.0 K= 8.00 17.9 33.8 38 25.0 K= 8.00 19.2 35.1 39 25.0 - - - - 20.5 - - - 40 25.0 K= 8.00 19.0 34.8 41 25.0 K= 8.00 17.6 33.6 42 25.0 K= 8.00 16.8 32.8 43 25.0 K= 8.00 17.7 33.6 44 25.0 K= 8.00 18.5 34.4 45 25.0 K= 8.00 19.9 35.7 46 25.0 - - - - 21.2 - - - 47 25.0 K= 8.00 19.6 35.4 48 25.0 K= 8.00 18.2 34.2 49 25.0 K= 8.00 17.4 33.4 50 25.0 K= 8.00 24.5 39.6 51 25.0 - - - A. 24.7 - - - 52 25.0 K= 8.00 22.9 38.3 53 25.0 K= 8.00 21.2 36.9 54 25.0 K= 8.00 20.3 36.1 55 23.0 - - - - 26.2 - - - 56 23.0 - - - -- 25.4 - - - 57 23.0 - - - - 25.2 - - - 58 23.0 - - - - 25.1 - - - 59 23.0 25.2 60 23.0 25.6 61 23.0 - - - - 26.4 - - - 62 23.0 - - - - 28.0 - - - 63 23.0 - - - - 30.2 64 23.0 - - - - 32.4 - - - 65 23.0 34.6 66 23.0 - - - - 36.9 - - - 67 23.0 - - - - 39.1 - - - 68 23.0 - - - - 41.3 - - - 68A 23.0 - - T. - 58.3 68B 23.0 - - - - 64.3 68C 4.0 - - - - 73.6 - - - 68D 4.0 - - - - 82.1 - - - 69BOR 0.0 SOURCE 83.9 1573.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: TUKWILA1 PIPE DATA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 1 25.0 25.0 Pipe: 2 2 25.0 3 25.0 Pipe: 3 3 25.0 4 25.0 Pipe: 4 4 25.0 5 25.0 Pipe: 5 5 25.0 6 25.0 Pipe: 6 6 25.0 7 25.0 Pipe: 7 8 25.0 9 25.0 Pipe: 8 9 25.0 10 25.0 Pipe: 9 10 25.0 11 25.0 Pipe: 10 11 25.0 12 25.0 Pipe: 11 12 25.0 13 25.0 Pipe: 12 13 25.0 14 25.0 Pipe: 13 15 25.0 16 25.0 Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT 8.0 17.5 8.0 18.3 8.0 18.3 8.0 19.7 8.0 19.7 0.0 21.0 0.0 21.0 8.0 19.4 8.0 19.4 8.0 18.0 8.0 18.0 8.0 17.2 8.0 17.0 8.0 17.8 8.0 17.8 8.0 19.1 8.0 19.1 0.0 20.4 0.0 20.4 8.0 18.9 8.0 18.9 8.0 17.5 8.0 17.5 8.0 16.7 8.0 16.8 8.0 17.6 -33.5 1.380 33.5 7.2 120 34.2 0.089 -67.7 1.610 34.2 10.7 120 35.5 0.154 -103.2 2.067 35.5 9.9 120 0.0 0.100 102.5 2.067 0.0 9.8 120 0.098 35.3 67.2 1.610 35.3 10.6 120 34.0 0.152 33.2 1.380 34.0 7.1 120 33.2 0.087 -33.0 1.380 33.0 7.1 120 33.7 0.086 -66.7 1.610 33.7 10.5 120 35.0 0.150 -101.7 2.067 35.0 9.7 120 0.0 0.097 101.0 2.067 0.0 9.7 120 0.096 34.8 66.2 1.610 34.8 10.4 120 33.5 0.148 32.7 1.380 33.5 7.0 120 32.7 0.085 -32.8 1.380 32.8 7.0 120 33.5 0.085 PL FTG TL PL FTG TL 9.17 9.17 9.17 9.17 PL 3.00 FTG T TL 13.00 PL 6.00 FTG T TL 16.00 PL 9.17 FTG ---- TL 9.17 PL FTG TL 9.17 9.17 PL 9.17 FTG ---- TL 9.17 PL 9.17 FTG ---- TL 9.17 PL 3.00 FTG T TL 13.00 PL 6.00 FTG T TL 16.00 PL FTG TL PL FTG TL 9.17 9.17 9.17 9.17 PL 9.17 FTG ---- TL 9.17 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.8 0.0 0.3 1.4 0.0 0.8 1.3 0.0 0.7 1.6 0.0 0.6 1.4 0.0 0.8 0.8 0.0 0.3 0.8 0.0 0.3 1.4 0.0 0.7 1.3 0.0 0.6 1.5 0.0 0.6 1.4 0.0 0.7 0.8 0.0 0.3 0.8 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: TUKWILA1 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 14 16 25.0 17 25.0 Pipe: 15 17 25.0 18 25.0 Pipe: 16 18 25.0 19 25.0 Pipe: 17 19 25.0 20 25.0 Pipe: 18 20 25.0 21 25.0 Pipe: 19 22 25.0 23 25.0 Pipe: 20 23 25.0 24 25.0 Pipe: 21 24 25.0 25 25.0 Pipe: 22 25 25.0 26 25.0 Pipe: 23 26 25.0 27 25.0 Pipe: 24 27 25.0 28 25.0 Pipe: 25 29 25.0 30 25.0 Pipe: 26 30 25.0 31 25.0 NOZ. PT DISC. (K) (PSI) (GPM) 8.0 17.6 8.0 18.9 8.0 18.9 0.0 20.2 Q(GPM) DIA(IN) LENGTH VEL(FPS) HW(C) (FT) F.L./FT -66.3 33.5 10.5 34.8 -101.1 34.8 9.7 0.0 100.4 0.0 20.2 0.0 9.6 8.0 18.7 34.6 8.0 18.7 8.0 17.3 8.0 17.3 8.0 16.6 65.8 34.6 10.4 33.3 32.5 33.3 7.0 32.5 -32.8 8.0 16.8 32.8 7.0 8.0 17.6 33.5 -66.3 8.0 17.6 33.5 10.4 8.0 18.9 34.8 8.0 18.9 0.0 20.2 -101.1 34.8 9.7 0.0 100.4 0.0 20.2 0.0 9.6 8.0 18.6 34.5 8.0 18.6 8.0 17.3 8.0 17.3 8.0 16.5 65.8 34.5 10.4 33.3 32.5 33.3 7.0 32.5 -32.8 8.0 16.8 32.8 7.0 8.0 17.6 33.6 -66.4 8.0 17.6 33.6 10.5 8.0 19.0 34.8 1.610 PL 120 FTG 0.148 TL 9.17 9.17 2.067 PL 3.00 120 FTG T 0.096 TL 13.00 2.067 PL 6.00 120 FTG T 0.095 TL 16.00 1.610 PL 120 FTG 0.146 TL 9.17 9.17 1.380 PL 9.17 120 FTG ---- 0.084 TL 9.17 1.380 PL 120 FTG 0.085 TL 9.17 9.17 1.610 PL 9.17 120 FTG ---- 0.148 TL 9.17 2.067 PL 3.00 120 FTG T 0.096 TL 13.00 2.067 PL 6.00 120 FTG T 0.095 TL 16.00 1.610 PL 120 FTG 0.146 TL 1.380 PL 120 FTG 0.084 TL 1.380 PL 120 FTG 0.085 TL 1.610 PL 120 FTG 0.149 TL 9.17 9.17 9.17 9.17 9.17 9.17 9.17 9.17 Page 4 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.4 0.0 0.7 1.2 0.0 0.6 1.5 0.0 0.6 1.3 0.0 0.7 0.8 0.0 0.3 0.8 0.0 0.3 1.4 0.0 0.7 1.2 0.0 0.6 1.5 0.0 0.6 1.3 0.0 0.7 0.8 0.0 0.3 0.8 0.0 0.3 1.4 0.0 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: TUKWILA1 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 27 31 25.0 32 25.0 Pipe: 28 32 25.0 33 25.0 Pipe: 29 33 25.0 34 25.0 Pipe: 30 34 25.0 35 25.0 Pipe: 31 36 25.0 37 25.0 Pipe: 32 37 25.0 38 25.0 Pipe: 33 38 25.0 39 25.0 Pipe: 34 39 25.0 40 25.0 Pipe: 35 40 25.0 41 25.0 Pipe: 36 41 25.0 42 25.0 Pipe: 37 43 25.0 44 25.0 Pipe: 38 44 25.0 45 25.0 Pipe: 39 45 25.0 46 25.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 8.0 19.0 0.0 20.2 -101.2 2.067 34.8 9.7 120 0.0 0.096 100.5 2.067 0.0 20.2 0.0 9.6 120 8.0 18.7 34.6 0.095 8.0 18.7 8.0 17.3 8.0 17.3 8.0 16.6 8.0 17.1 8.0 17.9 8.0 17.9 8.0 19.2 8.0 19.2 0.0 20.5 0.0 20.5 8.0 19.0 8.0 19.0 8.0 17.6 8.0 17.6 8.0 16.8 8.0 17.7 8.0 18.5 8.0 18.5 8.0 19.9 8.0 19.9 0.0 21.2 65.9 1.610 34.6 10.4 120 33.3 0.147 32.6 1.380 33.3 7.0 120 32.6 0.084 -33.0 1.380 33.0 7.1 120 33.8 0.087 -66.8 1.610 33.8 10.5 120 35.1 0.151 -101.9 2.067 35.1 9.7 120 0.0 0.097 101.2 2.067 0.0 9.7 120 34.8 0.096 66.4 1.610 34.8 10.5 120 33.6 0.149 32.8 1.380 33.6 7.0 120 32.8 0.085 -33.6 1.380 33.6 7.2 120 34.4 0.089 -68.0 1.610 34.4 10.7 120 35.7 0.155 -103.7 2.067 35.7 9.9 120 0.0 0.101 PL 3.00 FTG T TL 13.00 PL 6.00 FTG T TL 16.00 PL 9.17 FTG TL 9.17 PL FTG TL 9.17 9.17 PL 9.17 FTG ---- TL 9.17 PL FTG TL 9.17 9.17 PL 3.00 FTG T TL 13.00 PL 6.00 FTG T TL 16.00 PL FTG TL PL FTG TL PL FTG TL 9.17 9.17 9.17 9.17 9.17 9.17 PL 9.17 FTG TL 9.17 PL 3.00 FTG T TL 13.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.2 0.0 0.6 1.5 0.0 0.6 1.3 0.0 0.7 0.8 0.0 0.3 0.8 0.0 0.3 1.4 0.0 0.7 1.3 0.0 0.6 1.5 0.0 0.6 1.4 0.0 0.7 0.8 0.0 0.3 0.8 0.0 0.4 1.4 0.0 0.8 1.3 0.0 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 JOB TITLE: TUKWILA1 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 40 46 25.0 47 25.0 Pipe: 41 47 25.0 48 25.0 Pipe: 42 48 25.0 49 25.0 Pipe: 43 50 25.0 51 25.0 Pipe: 44 51 25.0 52 25.0 Pipe: 45 52 25.0 53 25.0 Pipe: 46 53 25.0 54 25.0 Pipe: 47 4 25.0 55 23.0 Pipe: 48 55 23.0 56 23.0 Pipe: 49 11 25.0 56 23.0 Pipe: 50 56 23.0 57 23.0 Pipe: 51 18 25.0 57 23.0 Pipe: 52 57 23.0 58 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 0.0 21.2 8.0 19.6 8.0 19.6 8.0 18.2 8.0 18.2 8.0 17.4 8.0 24.5 0.0 24.7 0.0 24.7 8.0 22.9 8.0 22.9 8.0 21.2 8.0 21.2 8.0 20.3 0.0 21.0 0.0 26.2 0.0 26.2 0.0 25.4 0.0 20.4 0.0 25.4 0.0 25.4 0.0 25.2 0.0 20.2 0.0 25.2 0.0 25.2 0.0 25.1 103.0 2.067 PL 6.00 0.0 9.8 120 FTG T 35.4 0.099 TL 16.00 67.5 1.610 35.4 10.6 120 34.2 0.153 33.4 1.380 34.2 7.2 120 33.4 0.088 -39.6 2.067 39.6 3.8 120 0.0 0.017 111.2 2.067 0.0 10.6 120 0.114 38.3 72.9 1.610 38.3 11.5 120 36.9 0.177 36.1 1.380 36.9 7.7 120 36.1 0.102 -205.7 2.067 0.0 19.7 120 0.0 0.357 482.6 4.026 0.0 12.2 120 0.0 0.067 -202.7 2.067 0.0 19.4 120 0.0 0.347 280.0 4.026 0.0 7.1 120 0.0 0.025 -201.5 2.067 0.0 19.3 120 0.0 0.344 78.4 4.026 0.0 2.0 120 0.0 0.002 PL FTG TL 9.17 9.17 PL 9.17 FTG TL 9.17 PL 3.00 FTG T TL 13.00 PL 6.00 FTG T TL 16.00 PL 9.17 FTG TL 9.17 PL FTG TL 9.17 9.17 PL 2.00 FTG T TL 12.00 PL 10.75 FTG TL 10.75 PL 2.00 FTG T TL 12.00 PL 10.75 FTG ---- TL 10.75 PL 2.00 FTG T TL 12.00 PL 10.75 FTG TL 10.75 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.6 0.0 0.7 1.4 0.0 0.8 0.8 0.0 0.3 0.2 0.0 0.1 1.8 0.0 0.8 1.6 0.0 0.9 0.9 0.0 0.4 4.3 0.9 2.6 0.7 0.0 1.0 4.2 0.9 2.5 0.3 0.0 0.3 4.1 0.9 2.5 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: TUKWILA1 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 53 25 25.0 58 23.0 Pipe: 54 58 23.0 59 23.0 Pipe: 55 32 25.0 59 23.0 Pipe: 56 59 23.0 60 23.0 Pipe: 57 39 25.0 60 23.0 Pipe: 58 60 23.0 61 23.0 Pipe: 59 46 25.0 61 23.0 Pipe: 60 61 23.0 62 23.0 Pipe: 61 51 25.0 62 23.0 Pipe: 62 62 23.0 63 23.0 Pipe: 63 63 23.0 64 23.0 Pipe: 64 64 23.0 65 23.0 Pipe: 65 65 23.0 66 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 0.0 20.2 0.0 25.1 0.0 25.1 0.0 25.2 0.0 20.2 0.0 25.2 0.0 25.2 0.0 25.6 0.0 20.5 0.0 25.6 0.0 25.6 0.0 26.4 0.0 21.2 0.0 26.4 0.0 26.4 0.0 28.0 0.0 24.7 0.0 28.0 0.0 28.0 0.0 30.2 0.0 30.2 0.0 32.4 0.0 32.4 0.0 34.6 0.0 34.6 0.0 36.9 -201.4 2.067 0.0 19.3 120 0.0 0.343 -123.0 4.026 0.0 3.1 120 0.0 0.005 -201.7 2.067 0.0 19.3 120 0.0 0.344 -324.7 4.026 0.0 8.2 120 0.0 0.032 -203.1 2.067 0.0 19.4 120 0.0 0.349 -527.8 4.026 0.0 13.3 120 0.0 0.079 -206.7 2.067 0.0 19.8 120 0.0 0.360 -734.5 4.026 0.0 18.5 120 0.0 0.146 -150.8 2.067 0.0 14.4 120 0.0 0.201 -885.3 4.026 0.0 22.3 120 0.0 0.207 -885.3 4.026 0.0 22.3 120 0.0 0.207 -885.3 4.026 0.0 22.3 120 0.0 0.207 -885.3 4.026 0.0 22.3 120 0.0 0.207 PL 2.00 FTG T TL 12.00 PL 10.75 FTG ---- TL 10.75 PL 2.00 FTG T TL 12.00 PL 10.75 FTG TL 10.75 PL 2.00 FTG T TL 12.00 PL 10.75 FTG ---- TL 10.75 PL 2.00 FTG T TL 12.00 PL 10.75 FTG ---- TL 10.75 PL 2.00 FTG T TL 12.00 PL 10.75 FTG TL 10.75 PL 10.75 FTG ---- TL 10.75 PL 10.75 FTG ---- TL 10.75 PL 10.75 FTG TL 10.75 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 4.1 0.9 2.5 0.1 0.0 0.1 4.1 0.9 2.5 0.3 0.0 0.5 4.2 0.9 2.5 0.9 0.0 1.2 4.3 0.9 2.6 1.6 0.0 2.3 2.4 0.9 1.4 2.2 0.0 3.3 2.2 0.0 3.3 2.2 0.0 3.3 2.2 0.0 3.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: TUKWILA1 PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT Pipe: 66 66 23.0 0.0 36.9 67 23.0 0.0 39.1 Pipe: 67 67 23.0 0.0 39.1 68 23.0 0.0 41.3 Pipe: 68 68 23.0 0.0 41.3 68A 23.0 0.0 58.3 Pipe: 69 55 23.0 0.0 26.2 68A 23.0 0.0 58.3 Pipe: 70 68A 23.0 0.0 58.3 68B 23.0 0.0 64.3 Pipe: 71 68B 23.0 0.0 64.3 68C 4.0 0.0 73.6 Pipe: 72 68D 4.0 0.0 82.1 68C 4.0 0.0 73.6 Pipe: 73 68D 4.0 0.0 82.1 69BOR 0.0 SRCE 83.9 NOTES: (1) Calculations were -885.3 4.026 0.0 22.3 120 0.0 0.207 -885.3 4.026 0.0 22.3 120 0.0 0.207 -885.3 4.026 0.0 22.3 120 0.0 0.207 -688.3 4.026 0.0 17.3 120 0.0 0.130 -1573.6 6.065 0.0 17.5 120 0.0 0.081 -1573.6 8.071 0.0 9.9 120 0.0 0.020 PL 10.75 FTG ---- TL 10.75 PL 10.75 FTG ---- TL 10.75 PL 62.50 FTG T TL 82.50 PL 208.20 FTG 2ET TL 248.20 PL 45.50 FTG 2E TL 73.50 PL 17.00 FTG A TL 52.00 PRESS. SUM. (PSI) PF 2.2 PE 0.0 PV 3.3 PF 2.2 PE 0.0 PV 3.3 PF 17.0 PE 0.0 PV 3.3 PF 32.2 PE 0.0 PV 2.0 PF 6.0 PE 0.0 PV 2.1 PF 1.1 PE 8.2 PV 0.7 FIXED PRESSURE LOSS DEVICE 0.0 8.5 psi, 1573.6 gpm 0.0 -1573.6 8.071 0.0 9.9 120 (N/A) 0.020 PL 1.00 FTG ---- TL 1.00 PF PE PV 0.0 1.7 0.7 performed by the HASS 5.6.0 computer program HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.146 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 22.3 ft/sec at pipe 62. �i E�!VE BY 1ViMY 2 81987 Told,r<►." 9E, PRFVENTT cl f7g0 E i ,-r. Rl✓Mov r<x t r. ���T I FLCk \"Pu)4 A C (3.) sit E. WALL - U44045 13ELovl avoR a 1 tJ • 121,1(01 0,1-F . 0001Z, trb p IIITHOUT COMMENTS, El AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have begin reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings atter this date will void this acceptan•,;a and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DAW 2. C+'`45�BY: M CITY OF TUKWILA 575-4407 Plea /e LA FERE DEPAR EI and give this job 4407 dotdnor react storation for approval. ••f -v Mktg P/KT1A �.. PhNK tA-Tz r-:, e T yap. 7_5 350 -M-S2--pRNS. Tvi<w1Lf4 (AIR 350 TRECK DR 87-S-088 ` \ OEMALb FI Z - sk.js T L klOG 4.Tt AVX• E, �. EXST HUDDLE ROOM OMENS • RESTROOM T. OPEN FFICE t yf SALES �I FFICE EGRESS PLAN - 2ND FLOOR SCALE: 1/8' _ 1'_0" D Without Comments oAs, Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted •standards and ordinances. The responsibility for the adequacy of resign rests totally with the designer. Additions, ,:;.,: ,.,zts or revisions to these drawings after this date wiii v;;id this acceptance and wiii require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date• 1 - By: l 1 NOTICE .iA Completed, signed, Tukwila Fire Department Pry: -test.: Certificate must be preL:ere:::1 to the Inspector prior commencement of Accent, Testing of any Fire As:tr l and Detection Systen ,, Failure of test will rest.. `. n a Re -inspection Fee termination of the test:ii- I ; RAWILA FERE. DEPARTMENT ra'sease call 206-575-4407 and give this Fire Permit NO Ind exact address for shut- down hUt-cown or ron:' provaV4 Seimens Ceiling Horn/Strobe Seimens Ceiling Strobe - Seimens Wall strobe - Seimens Pull Station - (� 0 14 Evergreen Electrical Systems LLC Prepared By: Ron Murphy (206) 369-5442 BUILDING CROSS SECTION SMOKE DETECTOR ON cEJUNG CEILING o11 lCATION DEVICES am THE FLOOR PULLS 48- FROM THE FLOOR FLOOR 8EOUENCE OF:Ti§ OPERATION . MALI PULL STATION] (SMOKE DETECTION( IWATERE LOW IST fin ELEV. Lel /ELEV, LMACH. ROCM S '}KE DET, A6 K , n'r* am —I -U )3 ,SYSTEM TROUBLE AES Radio Trouble T I VAT1ON OF LOCAL AL :"> AT FACP (ZONE LED & AUDIBLE IPDICAMTON)" A A IVATE a nimi & VISIBLE BEVICES X X. X RANSMIT ALARM SIGNAL TO ENTRAL STATION MONITOR "� f` i\ , ZCK IMMO Di AVIATOR I. HUTtXMN ALL HVAC FAN UNITS INITIATE PRIMARY ELEVATOR - ECALL TO IST FLOOR I N I T I ATE ALTERNATE ELEVATOR RECALL TO 2ND FLOOR 's, :I /SUPV. INDICATION AT FAP X X X RANSMI T T BLOEISUPV. SIGNAL 0 CENTRAL STATION l� I TOR X ( ,�C 1 SYMBOL LEGEND FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATOR MANUAL PULL STATION WAU. MOUNT © 48" AFF. SMOKE DETECTOR SINGLE STATION SMOKE DETECTOR HVAC DUCT SMOKE DEFECTOR 1 35degree RATE OF RISE HEAT DETECTOR T 94d ee FIXED TEMP. HEAT DETECTOR LOCA N INJEgSTiTIAL OR ATTIC SPACE 1 HORN & STROBE UGHT.-WALL MOUNT BO" OR 6" BELOW CEILING WHICH EVER IS • LOWER. {UNLESS OTHERWISE NOTED) }CEILING MOUNT} ' HORN & STROBE UGHT. STROBE UGHT. WALL MOUNT 0 80" OR 6" BELOW CEILING WHICH EVER i5 LOWER. (UNLESS OTHERWISE HOPED) LOW LEVEL INDICATOR LIGHT 10" ALARM BELL WITH ADJACENT STROBE LIGHT MOUNT 0 17-0" A.E.G. WET SPRINKLER SYSTEM WATERFLOW SWITCH DRY SPRINKLER SYSTEM PRESSUJRESWIrCH DRY SPRINKLER SYSTEM LOW AIR SWITCH SPRINKLER SYSTEM TAMPER SWITCH SPRINKLER SYSTEM P.I.V. SWITCH JUNCTION BOX ELEVATOR RECALL INDICATES EXISTING DEVICE INDICATES END OF UNE DEVICE INDICATES WEATHER PROOF DEVICE EGRESS DATA & OCC. LOADS EGRESS TRAVEL DISTANCE = < 250' PER IBC TABLE 1016.1 COMMON PATH OF TRAVEL = < 100' PER 1BC 1014.3 EXC. (1) MINIMUM DISTANCE BETWEEN EDITS ARE GREATER THAN 1/3 DIAGONAL DISTANCE OF AREA SERVED Mir LOAD MiggiaSALOIMILEELLKIALLIDIall 2ND FLOOR (5-1) OCC. TOTAL =WANT LOAD: 338 S.F./300 = 5.132 S.F,/100 = 2 OCC. 52 000. EGRESS LEGEND -On= lega)EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED PATH EEC FIRE EXTiNGUISHER CABINET LOCATIONS PLUMBING FIXTURE CALCS FOR MORA PER IPC CHAPTER 29 TABLE 302.1 HNA - ;I . 17,479SF = 42 ODCUPANTS/2 = 21 PER ODER (WATER 1 1 PER 100) (IAVATORE& 1 PER 100) PRIM F0UNTA E 1 PER 400) (01 Elt 1 " p SIM) 1:10 tt!:d' MU WATER MOSES: 4i 5£X LAVATORIES DRG FMA REMIND t 2 1 • 11,697SF R.00R AREA X 1/111 = 63 ANiS/2 = 43 PER GIT ti. GAYER CMOS (M&C): 1 PR 25 FU TILE MST 50 ;.wt► 1 POI 50 F01111iE REMAINDER) DER) (JAMES 0.54 1 PER 40 FOR 111E FIRST 60 AND 1 RR 110 RIR THE R IR) (t.. a 1s , ONTO 1 '4au IN) (ORR 1 SHE SO) Iitk ' Lits" CO} I WILE WATER aDSE ES/t RINALSc WILE lAVA1O1ES: FEMA E WATER CMOS: FEMALE LAVAT MU WATER MOOS/URINALS: I SEX LAVATORIE& REWIRED 2 2 2 00 F0w 2 tF Stilt1 350 TRECK DR 17-F-152 WED 2 (iJG) 1(E STD#G) 2 OSTI 2 (EX511NG) 2 (EXITING) 1(DISiid1G) 2 (MING) 1(CMG) PAID 07 2017 DUKWILA EIRE ec po Pedro A. de Magelhaes Castro STATE OF WASHINGTON a t7 U 0 g 2 REVISIONS NO. DATE BY A 8/10/15 ARCH 9/25/17 CLIENT it 7/17/17 CLIENT/CITY A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134 A0.4 JOB NUMBER 14-134 CHECKED: CS DRAWN: STATUS: AINNIMMMNPft CD SET tfk 0 DEMOLITION PLAN 14, Faom 11 11 �111r 81� 1® .® 0(1/5 6, ® t r-1 1 II mai OFFICE .41110 VIE OFFICE ><1-1-j 11 11 11 11 11 '7 '1-1/s O OFFICE EXST HUDDLE ROO EXST DDLE ROOM XST. FFiCE EXST. UTILITY /-5.-% t11t„7_51P\ ALIGN OPEN OFFICE OPEN OFFICE LIENS RESROOM OMENS RESTROOM OPEN OFFICE J207j FLOOR PLA'' & FINISH PLAN REVIE * ENTIRE LA F.t` FOR FINISH LOCATIONS DEMOLITION NOTES KEY NOTES A. s�• TAN DEMOU= PERMS AND INCLUDE ALL CMS OF SAME IN CONTRACT PRICE. B. FUS! AM LABOR AND MAT R1ALS/EQJ(PMENT TO COMPLETE D£MOUTtON AND REMOVAL OF All ITEMS AS DOCKED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR TME DURATION OF CONSTRUCTION. D. EF ANY QUESTIONS ARSE AS ID THE REMOVAL OF ANY MATERIAL, CLARLFY 1HE POINT IN QUESTION WITH THE ARCHITECT BEFORE EvaNd G. E AT COMPLETION OF DEMOUION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM c.EAN° COMMON. ALL DEBRIS AND MIS4 1LANEOUS MAITAAL SHALL BE ALL MISS IEMOVAL SHALL BE PET+k`t .ED IN ACCORDANCE WITH BURLLNG MANAGEMENT REQUIREMENTS AND PROCE:DURE& G. AS DIRECTED BY BUUDiNGG MANAGEMENT, 7 T, ALL Dom, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND EUNIRESCENTS), AND SPECIAL EQUIPMENT SIIOYiN 1O BE , STALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED MN, OR REiURNED TO ct tLDNG STOCK. H. IN PARTITIONS 10 BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRE%, THERMOSTATS. ETC., TO THEIR SOURCE GC SHAU. BE RESPONSIBLE FOR PATCHING ANDD/OR REPAIRING At4Y DAMAGE CAUSED BY HIM OR MIS SUBGCS 10 EXISTING CONSTRUCTION PUBIJC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXESTtNG ADJACENT FINISH, OR AS NOTED MEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX CR SMEAR DEVIL INCLOGING THE ASSOCIATE) MING SHALL RE DAMAGED DURING OEMOUTION AND SUBSEQUENT CONSTRUCTION. RELOCATTON OF SMS DETECIOR.S. PUBLIC ADDRESS QRS AND FIRE ALARM ECERPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE =HE DETECTOR MALL BE COVERED OR OTHERVASE REMOVED OR USED FOR OTHER THAN ITS IN1ENDED PURPOSE. IL REMOVAL OF ANY EQUIPMENT, CABUNG SWITCHES, AND CONDUIT PERTAJNING TO DATA/COMM I CA11OMS AND MINCE SHALL BE V% IID WITH TELEPHONE COLIPANIES AND TENANT. L REMOVE ALL EXISTING MATERIALS, WHICH WOJLD CAUSE RISES OR D iN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOIJ IIOM IS NOT NECESSARILY LIMITED TO MAT IS %On ON DWG& THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEQ LION REQUIRED TO COMPLETE IRE IN ACCORDANCE i9ElH THE CONTRACT DWGS. N. RATED WM. S SHALL NOT BE PENETRATED UNLESS THE RA1TNG IS MAINTAiINED. O. ALL FLOORS SHOULD BE LEVO. AND NOT VARY MORE THAN 1/4° (Id 101-011. THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. EX(t14'D ISD PARTIAL HEIGHT WALL TO DEM ABM 111 PROVIDE NEW REJJTE ASSEMBLY ONLY. MING DOOR 10 REIM EASING FLOORBIG 1O NEW ADA RES1ROOMS. SEE DETAILS 3 & 8/A9.1 FDR MORE (NFCRMA1ION. PLAN NOTES A. PROVIDE P-1 THROUGHOUT THE SUITE. B. PROVIDE OPT -1 THROUGHOUT THE MITE. C. PROVIDE 8--1 THROUGHOUT THE SUITE D. CE1d1ER TRANSITIONS BET EN MATERIALS UNDER DOOR. A. DO NOT SCALE DIS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION WCA1IONS MAL:. SE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFUCT NO1tFY ARCHITECT. PARTI11ON PLAN BY ARCHITECT TAS PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHAU. BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VILE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR A DJOININC SURFACES MERE REQUIRED. AU. SURFACES SHALL BE AWNED. C. ALL PARTITIONS ARE DIMENSONED FROM FINISH FACE OF Gi1B TO RNISH FACE OF GWO UNLESS 01HERME TOTED ALL DIMENSIONS MARKED 'NEAR” OR °C LR SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL. FUMES. U.O.N. D. MEM MARKED ± MEAN A TOLERANCE NOT GREATER N's' SMAWER THAN 2 (MINCES FROM ENDICATED DIMENSK MOIL VERIFY FIELD DRE ONS EXCEEDING TOLERANCE WITH THE ARCHITECT: SECURE ARCHITECT'S APPROVAL E. NOTIFY ARCHITECT IN ° ° NTMI OF ANY DISCREDANCES OR CONTLICiS (11 1}(E LOCATION(S) CIF KEW CONSTRUCTION. UPON COMAEUON OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARC2HiTECT PRIOR TO PARII1TON INSTALLATION. F. REFER TO SHEET A0.1 FOR ADDITIONAL IMOTES, LEGENDS, SYMBOLS, .,:, t AT1ClIs/S, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE 10 THE INSIDE EDGE OF JAMB, U.O.N. H. °ALNI N* MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. L MODIFY DCISTING SUBSTRATE AS R£QiiIR D TO RECEIVE NEW FLOORING MATERIAL% THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSION& J. ALL WON< SHALL. BE ERECTED AND INSTALLED PUI MB, LEVEL, SQUARE AND TRUE. K. REEFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRI AALL/VELLWORK CONDITIONS. L ALT. EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHAU. BE FULLY PACKED AND SEALED IN ACCORDANCE VAIN THE APPLICABLE BUILDING AND FIRE CODES. M. AU. MIU.WORK TO BE FASTED TO THE PARTITION, PROVIDE NON-COMBUSTIBLE mom FOR ALL MLLWORK NOT FORTED BY FLOOR OR ABOVE 4'-0° HT. AL1. CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. WALL LEGEND SHADED WALLS INDICATE NEW WORK: o s®w,ws soar os emir efts wwo ruw am =C\N= aFE EXISTING INTERIOR WALLS, DOOR'S, REJJIES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL. ITEMS ATTACHED TO WAILS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE -USE IiEMS IN EXSCEU.ENT CONDITION, OR RETURN TO OWNER FOR STORAGE. PATCH AND REPAIR. FULL HEIGHT PARTITION WALLS: 3-5/8° MIL STUDS (25 GA.) AT 24' 0.C. WITH 5/8" GW 6° ABOVE GRID. BRACE PER DETAIL. NEW DOS. REFER TO KEYS ON PLAN AND SEE 00011 SCHEDULE, SHEET A7.1. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4° FROM ADJACENT PERPENDICULAR WALL FINISH. EXISTING CONSTRUCTION TO REMAIN. NEW SEMI RECESSED FiRE EX1INGUIME R CABINET. LEGEND NOTES: 1. FURNITURE SLOW + ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT IN CONTRACT. U.O.N. Pedro A. de Magalhaes Castro STATE OF WASHINGTON J 0. C 0 0 vs c 0 rn 0 2 u) 0 ASZEINISar �p���Bmomwm U $ �� Q.4..2- pari $ov�°oer'dom� L1-6-11.1 Off"—�. om'd,p E O m ,4 00 0 Ij E tgC, cry® 0-rgo � °.a ��{,�t lA to m Mm4wfitd°®a'oo'2c1,N ocotsfi iT�.✓ 11 'iD qJ7 pti a i5aAI-U.(1=Q.C. On. 11:::: 1°-'2 2c1 R II W u) oaagn .. Ce..CCV �; (3� ro a oilo � Z -ii u- rn 0 'C' -8 7c)rN �O° CD a al v- CV vt 2 CMO ''� opo...... I-- 0 m 0. 0 0 O~ OW O 2 LL W WO dK Jq LL Q Z Z Z � §m. vW cr. LL < u - O 0 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A\ 8/10/15 FINISH SPECIFICATIONS A 9/25/17 CLIENT A\ 7/17/17 CLIENT/CITY ITEM DESCRIPTION MFR -STYLE COMMENTS PAINT ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 P-1 GENERAL PANT CONSTR. DOCS: BENJAMIN MOORE, OC -19 SEAPEARL; EGGSHELL P-2 ACCENT WALL PAINT BENJAMIN MOORE, CSP -665 COOL BREEZE- EGGSHELL P-3 ACCENT WALL PAINT BENJAMIN MOORE, CSP -650 CABLE KNiT SWEATER; EGGSHELL P-4 ACCENT WALL PAINT BENJAMIN MOORE, CSP -1095 FIRE GLOW; EGGSHELL CARPET CPT -1 GENERAL CARPET SHAW, STYLE: MIRROR IMAGE TLE, COLOR: 63309 CAFE= HIGHLIGHTS, INSTALLED IN A BRICK PATTERN CONTACT: SUSIE MAXWELL 206-271-5250 CARPET B-1 IGENERAL RUBBER BASE JROPPE, 114 LUNAR DUST, CONTINIOUS ROLLED GOODS PLASTIC LAMINATE PL -1 VERTICAL SURFACES WILSONART, 7850-60 BEIGEWOOD PL -2 COUNTERTOPS WILSONART, D403-60 WHITE SAND SHEET VINYL FLOORING SV -1 (RESTROOM FLOORING TBD FINISH NO A. PROVIDE P-1 THROUGHOUT THE SUITE. B. PROVIDE OPT -1 THROUGHOUT THE MITE. C. PROVIDE 8--1 THROUGHOUT THE SUITE D. CE1d1ER TRANSITIONS BET EN MATERIALS UNDER DOOR. A. DO NOT SCALE DIS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION WCA1IONS MAL:. SE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFUCT NO1tFY ARCHITECT. PARTI11ON PLAN BY ARCHITECT TAS PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHAU. BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VILE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR A DJOININC SURFACES MERE REQUIRED. AU. SURFACES SHALL BE AWNED. C. ALL PARTITIONS ARE DIMENSONED FROM FINISH FACE OF Gi1B TO RNISH FACE OF GWO UNLESS 01HERME TOTED ALL DIMENSIONS MARKED 'NEAR” OR °C LR SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL. FUMES. U.O.N. D. MEM MARKED ± MEAN A TOLERANCE NOT GREATER N's' SMAWER THAN 2 (MINCES FROM ENDICATED DIMENSK MOIL VERIFY FIELD DRE ONS EXCEEDING TOLERANCE WITH THE ARCHITECT: SECURE ARCHITECT'S APPROVAL E. NOTIFY ARCHITECT IN ° ° NTMI OF ANY DISCREDANCES OR CONTLICiS (11 1}(E LOCATION(S) CIF KEW CONSTRUCTION. UPON COMAEUON OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARC2HiTECT PRIOR TO PARII1TON INSTALLATION. F. REFER TO SHEET A0.1 FOR ADDITIONAL IMOTES, LEGENDS, SYMBOLS, .,:, t AT1ClIs/S, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE 10 THE INSIDE EDGE OF JAMB, U.O.N. H. °ALNI N* MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. L MODIFY DCISTING SUBSTRATE AS R£QiiIR D TO RECEIVE NEW FLOORING MATERIAL% THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSION& J. ALL WON< SHALL. BE ERECTED AND INSTALLED PUI MB, LEVEL, SQUARE AND TRUE. K. REEFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRI AALL/VELLWORK CONDITIONS. L ALT. EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHAU. BE FULLY PACKED AND SEALED IN ACCORDANCE VAIN THE APPLICABLE BUILDING AND FIRE CODES. M. AU. MIU.WORK TO BE FASTED TO THE PARTITION, PROVIDE NON-COMBUSTIBLE mom FOR ALL MLLWORK NOT FORTED BY FLOOR OR ABOVE 4'-0° HT. AL1. CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. WALL LEGEND SHADED WALLS INDICATE NEW WORK: o s®w,ws soar os emir efts wwo ruw am =C\N= aFE EXISTING INTERIOR WALLS, DOOR'S, REJJIES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL. ITEMS ATTACHED TO WAILS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE -USE IiEMS IN EXSCEU.ENT CONDITION, OR RETURN TO OWNER FOR STORAGE. PATCH AND REPAIR. FULL HEIGHT PARTITION WALLS: 3-5/8° MIL STUDS (25 GA.) AT 24' 0.C. WITH 5/8" GW 6° ABOVE GRID. BRACE PER DETAIL. NEW DOS. REFER TO KEYS ON PLAN AND SEE 00011 SCHEDULE, SHEET A7.1. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4° FROM ADJACENT PERPENDICULAR WALL FINISH. EXISTING CONSTRUCTION TO REMAIN. NEW SEMI RECESSED FiRE EX1INGUIME R CABINET. LEGEND NOTES: 1. FURNITURE SLOW + ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT IN CONTRACT. U.O.N. Pedro A. de Magalhaes Castro STATE OF WASHINGTON J 0. C 0 0 vs c 0 rn 0 2 u) 0 ASZEINISar �p���Bmomwm U $ �� Q.4..2- pari $ov�°oer'dom� L1-6-11.1 Off"—�. om'd,p E O m ,4 00 0 Ij E tgC, cry® 0-rgo � °.a ��{,�t lA to m Mm4wfitd°®a'oo'2c1,N ocotsfi iT�.✓ 11 'iD qJ7 pti a i5aAI-U.(1=Q.C. On. 11:::: 1°-'2 2c1 R II W u) oaagn .. Ce..CCV �; (3� ro a oilo � Z -ii u- rn 0 'C' -8 7c)rN �O° CD a al v- CV vt 2 CMO ''� opo...... I-- 0 m 0. 0 0 O~ OW O 2 LL W WO dK Jq LL Q Z Z Z � §m. vW cr. LL < u - O 0 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A\ 8/10/15 ARCH A 9/25/17 CLIENT A\ 7/17/17 CLIENT/CITY n A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24°x° SCALE: AS NOTED PLOT DATE: 7/17/17 GAD FILE: 14-134_A2.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: STATUS: CD SET DEMOLITION PLAN & FLOOR & FINISH PLAN A21 LISTED 4 _ — — -.._.. mot ..u..a.—..rte..— INN -_..me — --- or my m Imo um _ — —..o. sr.. a._m. m ___—emilAi 112R�_._.. _ 2_....T__...i112. -.. R.1 :.114 O SH—GST/ CST 20 HANGER ROD RESTRAINT ROD I/r=400 BAND HANGER 2ND FLOOR- TENANT IMPROVEMENT FIRE SPRINKLER PIPING PLAN SCALE: 118" =1'-0" SH—GST/CST 20 RESTRAINT FOR WOOD ,roBuildOx END OF BRANCH LINE RESTRAINT SCALE: NTS LEXHEAD SPRINKLER DROP CORRUGATED STAINLESS STEEL AOSE WITH STAINLESS STEEL BRAID VAILABLE IN 2', 3',4',6' & 6' LEGNTHS ADJUSTABLE HUB MULTI -PORT BRACKET SPRINKLER HEAD (BY OTHERS/ FLEX DROP ARM -OVER (TYPICAL) SCALE: NTS SCOPE OF WORK: 1. COLUMBIA FIRE INC. SCOPE OF WORK: 1.1. ADD AND RELOCATE (49) PENDENT QR SPRINKLERS TO RESTORE COVERAGE TO REMODELED WALLS AND CEILINGS 1.2. ARM -OVERS TO UTILIZE FLEX -DROPS AT COLUMBIA FIRE'S DISCRETION 2 ALL SPRINKLER SYSTEMS AND COMPONENTS TO BE DESIGNED IN ACCORDANCE WITH NFPA #13-2013 EDITION, AS FOLLOWS: 2.1 ORDINARY HAZARD OCCUPANCIES - MAX SPACING 130 SQ. FT. PER SPRINKLER 3 PLAN SUBMITTAL & APPROVALS TO THE CITY OF TUKWILA 4. MATERIALS PER NFPA #13-2013 EDITION STANDARDS AS SELECTED BY COLUMBIA FIRE GENERAL NOTES: 1. MONITORING IS BY OTHERS 2. ALL ELECTRICAL WORK IS BY OTHERS 3. ALL MATERIAL AND EQUIPMENT TO BE NEW AND U.L. LISTED APPROVED 4. PIPE LENGTH ARE SHOWN AS CUT LENGTH 5. PIPE HANGERS AND METHODS ON ALL NEW PIPING TO BE IN ACCORDANCE WITH NFPA #13-2013 EDITION AND CITY OF TUKWILA 6. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2013 EDITION 7: JOINING OF PIPE & FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2013 EDITION 8. OWNER SHALL TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING 9. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER 10. ALL FIRE ALARMS, WIRING, MONITORING AND PENETRATIONS ARE TO BE PROVIDED BY OTHERS g®S®S®®mSmSIO®®NI® 0m®ONIS MmSe WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION. SPRINKLER SYSTEMS Steve Adamson 4265-0961-C Level 3 Columbia Fire, Inc. COLUMF1952MG , Expires Signature /31117 350 TRECK DR 17-S-176 a REVISIONS NO. DATE BY DESCRIPTION 0 Without Comments n As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire ,revention Bureau for conformance with current City rtndards. Acceptance is subject to errors and :,missions which do not authorize violations of adopted ::andards'and ordinances. The responsibility for the dequacy of design rest totally with the designer. ,additions, deletions al revislons to these drawings after tills date will +sold this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to Heid test and inspection by The Tukwila Fire Prevention Bureau. ( Date' 9 - 0 "l 1 By: /. tL `IPv r» °TNr .:7E-41‘407 and F.'ij NV 3 nd exact address for shut- down hut-ddo n or restoration approval. Strander Utvd PA1 SEP 11 SEP201? TUIi. '_ FIRE 7( LOOS 00 Total Witte & More fla ,In's Natural' Pet Prodilats rri.,ck as SCALE: NONE Columbia Fire SPRINKLER SYSTEM SERVICE & REPAIR 111 South Findlay Street Seattle, WA 98108 (206) 232-8569 WA CL# COtUMFI952MG HANGER LEGEND 0 O TOGGLE NUT Or 0 WEDGE ANCHOR SAMMY SCREW (GST20) SAMMY X -PRESS w N w a 1- UNISTRUT POST KWIK-BOLT, ROD & RING J CO Cn Cn 1- Y O O COACH SCREW ROD 0 0 T. BEAM CLAMP,STRAP 0 O w w FLUSH SHELL CEIILING FLANGE SIDE BEAM BRACKET 0 17] SHORT CLIP CO 0 0 w LL 0 0 z w 0 UJ J 0 w J z EE a 0) co 11 O w O 0 v) z u - w O 0 w 1— Lt) R to u. LL w CO 0 J C9 SPRINKLER TYPE / SIN NUMBER / MODEL U W a PENDENT/ QUICK RESPONSE 350 TRECK DR TUKWILA, WA 98188 CONTRACT WITH: LU Cl) SCOTT TAYLOR (206) 317-0185 I— TOTAL THIS SHEET SECOND FLOOR FIRE PROTECTION PLAN a z ›- 0 0 m W Z 0 w 0 SEPTEMBER 8, 2017 L U ORDINARY HAZARD 1- LL 0 0 CO 0 N 0 LJL Irk W w 2 PLOTTED: - 9/11/2017 9:27:40 AM 1 2X1 MTNr (WINE' DPLUG BOD = 24'-0%" BOP= 22'-" N DRY SSP COOLER = 15'-11%" 0 PRODUCTION AREA DETAIL SCALE: 1 /2" = 1' - 0" WOOD CONSTRUCTION EXISTING HANGER NTS SAMMY SIDEWINDER NEW HANGER NTS 2X1 MTN • (E)2"L1NE7 DPLUG cD 30D = 2410%2" 30P= 22'-8%4„ DY SSP REEZR = 20'-1" 0* PICKING FREEZER DETAIL SCALE: 3/4" = 1' - 0" t 40 a a 3 DSi RIR I;RTA! f t STRIP CURTAIN STRIP CURIA N 10'-3" 3 2 5 s 5 50 SCOPE: ADD 13 NEW DRY PENDENT FOR NEI WALLS l FREEZER & COOLER.' • n.�.-=Rea=== ono rmaw, REQUIRES OWNER TOII PATCH HOLES FORS DS2� 2°r m▪ i GAO < SPRINKLER !▪ i 9 REMAIN ''ALL EXISTING r=' 1I.Rl;Qi._.t A Fi REMOTE # 1 0.60 GPM / 2178 SQ.FT DS211/4 Air Aildir AWAY" .40717474/ Arafrififf..arAr .41.10r w�a� w,raw.�rl.w. 8'-0" 8'•0 LEVEL 1 - SPRINKLER PLAN SCALE: Y81' =1'- 0" SCOPE: ADD 25 DRY PENDENT FOR NEW FREEZER OPS GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13. 2.0* Freezer & Cooler -100 sq ft max (actual spacing 87 sq. ft) *- Density to be .60gpm/ 2500 sq ft ( Entire Rack) for Multiple row rack storage of Exposed Non Expanded plastic totes and pallets to 18'-6" height - No in -rack sprinklers 3. Production Area - Head spacing 130 sq ft max *- Density to be .20 gpmt 1500 sq ft for Production - No storage 4. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 5. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY COLUMBIA FIRE. 6. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS. 2. SPRINKLER HEADS IN CEILINGS TO BE INSTALLED ON 1" X1/2" REDUCING COUPLINGS. 3. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER (PER NFPA #13, SECTION 9.2.3.4.4.2) 4. TYPICAL HANGER TO BE SAMMY SIDEWINDER (WOOD) (UNLESS NOTED OTHERWISE). WALL LEGEND: = NEW WALL SPRINKLER PIPE LEGEND: - EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE SPRINKLER HEAD LEGEND: = EXISTING UPRIGHT = EXISTING ELO SSU = EXISTING DRY PENDENT DS -1 o = EXISTING DRY PENDENT DS -2 DSI= NEW DRY PENDENT DS -1 QM= NEW DRY PENDENT DS -2 .✓ K'WSLA FIRE DEPARTMENT' : I4e call 206-575-4407 arid Jig t. this Fire Permit No. 1S -S-0 S 3-- ': nd exact add= foT SAVO. ren or rkrwaon approval ❑ Without Comments ❑ As Noted in Re4 `1:21 Per The Attached Letter These plans have been reviewed by The Tukwila Fire -evention Bureau for conformance ,s ith current City ndards. AcceptancEs. is subject to errors and =.fissions which do not alutnorize , olations of adopted ndards and ordinances The responsibility for the ..;eguacy of design rests totally with the designer. ::jditions, deletions or revisions to these drawings after Vis date will void this acceptance and will require a 1esubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 9 - 7- / 5 By: Al%1 5'11 EXISTING RISER DETAIL NTS WASHINGTON STATE • CERTIFICATE OF COMPETENCY a ▪ FIRE PROTECTION SPRINKLER SYSTEMS * Steve Adamson • • 4265-0691-C Level 3 • • Columbia Fire, Inc.n $ CO MF1952/ Dat. SITE PLAN t PARCEL # - xxxx PERMIT # - xxxx DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND - ALARM VALVE RISER A_ - FLOW SWTICH RISER • - DRY PIPE RISER EO - DELUGE/P.A. RISER r - FIRE DEPARTMENT CONNECTION .� - WATER MOTOR GONG - ELECTRIC BELL F - - FLEXIBLE GROOVED COUPLING - 0- - RIGID GROOVED COUPLING -o- - THREADED PIPE COUPLING - �- - CONTROL VALVE - - CHECK VALVE PIPE HANGER (SEE CHART) �. - SEISMIC BRACE (SEE CHART) ( X -X ) - WELDED PIPE TAG O- BRANCHLINE NUMBER 1 9-0 1 (8-10) 100 - HYDRAULIC NODE r'N 10'-0" AFF 0'-10" BOD - PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) - ELEVATION DATUM - CENTERLINE OF PIPE TO DECK MK DATE BY DESCRIPTION THIS SYSTEM IS HYDRAULICALLY DESIGNED ❑THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED A U -HOOK L "L" ROD SPRINKLER TYPE / SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY - FLOW TEST - STATIC: 120 psi RESIDUAL: 20 psi B C COACH SCREW ROD "C" CLAMP N P TOGGLE NUT HDI -P DRY PENDENT - SR DRY PENDENT - SR TYCO TYCO DS -1 DS -2 GDS1 5.6K 11.2K 1" 1" 286° 286° CH CH CH CH 13 25 GPM FLOWING: 6941 GPM D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR DATE & TIME: 4/2/2015 E EYE ROD S SAMMY SUPER SCREW (GST20) - SYSTEM DESIGN - F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: AS NOTED G CEILING FLANGE SX SAMMY X -PRESS DENSITY: MAX AREA/HEAD AS NOTED H SIDE BEAM BRACKET T TRAPEZE AS NOTED J "J" BOLT U UNISTRUT POST K -FACTOR AS NOTED K SHORT CLIP W TOTAL THIS SHEET 38 Columbia Fire SPRINKLER SYSTEM SERVICE & REPAIR WA CL# COLUMFI952MG 111 South Findlay Street Seattle, WA 98108 (206) 232-8569 PROJECT: Darwin's Natural Pet Products 350 Treck Drive Tukwila, WA 98188 350 TRECK DR 15-S-052 DESIGNER: Li CONTRACT WITH: Darwin's Natural Pet Products 350 Treck Drive Tukwila, WA 98188 [P.M.] Jim Bridges : (206)-204-2446 [Super] Name : (Number) PAS D f:l-ha ! !n15 DATE: April 7, 2015 SCALE: 118"=l'-0" HAZARD: As Noted AHJ: City of Tukwila JOB # S1501333 SHEET # FP1 OF 1 FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE CBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. DARWIN'S PET PRODUCTS M ' IN FL FIRE AJLARM SYSTEM TUKWILA, WASHINGTON NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing SHEET No. FA -01 FA -02 FA -03 FA -04 DESCRIPTION SYSTEM I N FO MATI O \ TYPICAL WRING AND IVOUNTI\G DETAILS SYSTEM CALCULATIONS & �ISE� DIAGAIV MAI \ FLOO FI ALARM PLAN SHEET INDEX ADDITION OF 3 NEW CEILING MOUNT HIGH CANDELA WEATHERPROOF HORN STROBES DUE TO THE NEW PARTITIONS IN THE PRODUCTION AREA & NEW FREEZER SCOPE OF WORK WISE SCHEDULE A\D CO\DUIT FILL CHAT WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE - ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPLP S STROBE CIRCUIT TWO #14 FPLP I INITIATION CIRCUIT TWO #18 FPLP A ANNUNCIATOR NETWORK TWISTED PAIR WITH SHIELD #16 FPLP P ANNUNCIATOR POWER TWO #14 FPLP CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH WIRE DESIGNATION GENERAL NOTES QUANTITY 3 SYMBOL DESCRIPTION '( Without Comments 0 As Noted in Res O Per The Peached Letter "tee plans have been reviewed by The Tukwila Fire -.,rention Bureau for conformance wth current City ndards. Acceptance is subject to errors and +r dons which do not authorize violations of adopted ,n arils and ordinances. The responsibility for the iequacy of design rests totally with the designer, • „editions, deletions or revisions to these drawings after resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by eT wi. ` .► ... Date:/0-(G .' By: SIt MOD L MANUFACTURER BACKBOX TUKWILA FIRE DEPARTMENT '6125 call 206-575-4407 and c:4ve this Fho Permit No. ''I-- --IG? and exact Rd r' s for shut- down or recto aloi1 approval. MOUNTING HEIGHT W FIRE ALARM WEATHERPROOF HORN STROBE (HIGH CANDELA -CEILING MOUNT) AS -HMC -CR -WP SIEMENS WPBBS-R CEILING NEW EQUIPMENT/DEVICES SYMBOLS LEGEND QUANTITY 1 1 1 3 2 1 4 5 1 5 4 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX J MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL FC901-U3 SIEMENS FH901-U3 66" A.F.F. TO TOP BPS 0 REMOTE BOOSTER POWER SUPPLY PAD4-9A SIEMENS PAD-4-ENCL 66" A.F.F. TO TOP ANN REMOTE ANNUNCIATOR FSD901-U3 SIEMENS 4S BOX 60" A.F.F. TO TOP SINGLE INPUT INTERFACE MODULE HTRI-S SIEMENS 4S BOX VERIFY LOCATION IN FIELD 4MM ADDRESSABLE INPUT/ OUTPUT MODULE FDC10422 SIEMENS 4S BOX VERIFY LOCATION IN FIELD SMOKE DETECTOR (ADDRESSABLE -PHOTO) HFP-11 W/ SIEMENS 4S DEEP DB -11 BASE W/ 1G RING CEILING MANUAL PULL STATION (ADDRESSABLE) HMS -S SIEMENS 4S DEEP W/ 1G RING 48" A.F.F. TO CENTER 3WP 8 5WP FIRE ALARM HORN STROBE (WALL MOUNT) FIRE ALARM HORN STROBE (WEATHERPROOF) FIRE ALARM HORN STROBE (HIGH CANDELA -CEILING MOUNT) FIRE ALARM WEATHERPROOF HORN STROBE (HIGH CANDELA -CEILING MOUNT) ZH-MC-R AS -75 -R -WP ZH-HMC-CR SIEMENS SIEMENS SIEMENS 4S BOX WPBBS-R 4S BOX 80" A.F.F. TO BOTTOM WALL MOUNT AHJ APPROVED FIELD LOCATION CEILING AS -HMC -C -WP SIEMENS WPBBS-R CEILING FIRE ALARM 21 8 HORN STROBE (CEILING MOUNT) FIRE ALARM 4 STROBE (WALL MOUNT) EX • DUCT DETECTOR (EXISTING) ZH-MC-CR ZR -MC -R F.B.O. SIEMENS SIEMENS F.B.O. 4S BOX 4S BOX F.B.O. CEILING 80" A.F.F. TO BOTTOM VERIFY LOCATION IN FIELD WATERFLOW WF SWITCH F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD TAMPER Ts SWITCH F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD LO SWITCH F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD CD POST INDICATOR VALVE F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD END -OF -LINE RESISTOR VERIFY LOCATION IN FIELD EX EXISTING DEVICE N/A N/A N/A N/A A. F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A PAID OCT 12 2015 1 UKWILA FII-�Ic v W ti '4J 2 O D w/V co 0' 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS IREV. BY: I 0 M 0 DESCRIPTION MAIN FLOOR T.I. SHOP DRAWINGS Lf) LU Q 0 CC 0 0 11.z rr U 0 O CC 0 W 0 z CC 0 LL. Z 0 1-1 0 Li.uJ N ›- Cf) �CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: F. PETRASKI DATE:10/08/ 15 BACKROUND PLAN PROVIDED BY: EXISTING EQUIPMENT / DEVICES SYMBOLS LEGEND ec #/o Pro. rietar & Confidential, Co. ri. ht 2014 b Guardian Securit S stems, Inc. All Ri. hts Reserved 350 TRECK DR 15-F-167 ._JOB NUMBER:13784-1 J SHEET FA -01 CEILING TILE SUPPORT BRIDGE 4" SQUARE DEEP BOX CEILING STROBE OR HORN STROBE HARD LID CEILING SUPPORT BRIDGE 4" SQUARE DEEP BOX CEILING STROBE OR HORN STROBE STROBE MOUNTING (DROP CEILING) STROBE MOUNTING (HARD LID) FROM PAD4-9A POWER SUPPLY HORN STROBE STROBE HORN STROBE WEATHERPROOF HORN STROBE TYPICAL NAC CIRCUIT WRING DIAGRAM TO DATA LOOP FIELD DEVICES TO PAD4 TRIGGER TO ANNUNCIATOR POWER DATA HORN STROBE EOL HFP-11 SMOKE DETECTORS TO FC901-U3 CONTROL PANEL /1,// HMS -S MANUAL PULL STATION // 1/ 0 0 0 HTRI-S e 7 6 0 °A) DUCT DETEC-OR TYPICAL DATA LOOP WIRING DIAGRAM r= Nb 0 FDCI0422 QUAD MODULE OSER VICE POR T J6 J3 P2 EELI J16 170W 10A 300W 20A J1 1 INPUT 1 J14 ® I1+1 -i 1111 FROM FACP NAC CIRCUIT tti v�! 0000® ,l u u ti 00 1 -Tr", 0 00010 0000 00 00 30 00 000 000 0000o 0 0 0 0 0 0 O 00 O 00 000 000 00 Enna 1E3 FC901-U3 CONTROL PANEL DETAILS 1 TB11 J1* J10 DSB R D JP7 II1111 DS6 DSI DS2 DS3 DS4 OUT1 OUT2 DOUTS OUT4 °S2 DD° F61 RESET P1 19987854321 1111111111 S1 ON DST DS5 DS1 1 1ADD D Y PAD4-9A POWER SUPPLY J 12 NOT j -1T1 NCOM NO USED J® n TB12 + 2 - COM NC INPUT 2 TB13 J5 J4 NAC1B NAC2B (NAC1A) + _ + _ TB14 PAD4-9A POWER SUPPLY WIRING DETAIL BELOW ROOF (FIELD VERIFY—TO BE APPROVED BY FIRE MARSHAL) WEATHERPROOF WALL HORN STROBE R • BRNOUT PSSI GND +24V CEO J7 NAC3B NAC4B (NAC2A) + _ + _ AUX PWR SUPPL Y J8 TB15 CM I + J9 ElJ2 :a NAC CKT S4 NAC CKT S3 NAC CKT S2 NAC CKT S1 TO WATERFLOW SWITCH TO TAMPER SWITCH TO LOW AIR TO PIV TO NEXT ADDRESSABLE DEVICE ZH—MC—W HORN/STROBE OR ZR—MC—W STROBE 80" A.F.F. TO BOTTOM HMS—S MANUAL PULL STATION —T 48" A.F.F. TO CENTER L 4S DEEP BOX 4" SQUARE DEEP BACK BOX WITH 1 G TRIM RING HORN/STROBE, STROBE & MANUAL PULL STATION MOUNTING DETAILS JUNCTION BOX MOUNTED ON CEILING FLEX WEATHERPROOF WPBBS—R BACKBOX FOR WALL & CEILING MOUNT WEATHERPROOF HIGH CANDELA HORN STROBE 4S DEEP BOX W/ 2 GANG RING • WEATHERPROOF HORN STROBE MOUNTING DETAILS JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT SMOKE DETECTOR / 0 0 2ED 0 0 TO NEXT DEVICE \— SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAILS co 4 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS IREV. BY: I 0 DESCRIPTION MAIN FLOOR T.I. SHOP DRAWINGS DATE 10/08/15 • �CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: F. PETRASKI DATE: 10/08/1 5 BACKROUND PLAN PROVIDED BY: 'OB NUMBER: 13784-1J SHEET FA 0 Proprietary & Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Rer esved \ - FC901 Battery Calculations Worksheet ver. 1.3 7 -Feb -2012 Ref. No Submitted By FC901 Panel DARWIN'S PET PRODUCTS GUARDIAN SECURITY SYSTEMS, INC - 1/14/2014 Standby (A) Alarm (A) Main Board Device Current Draw NAC 1 NAC 2 Aux power (external) FCACity Tie FSD901 Remote Annun. Devices Qty ALARM BOOSTER DARWIN'S PET PRODUCTS EXISTING SIEMENS PAD4-9A January 14:L2014, _ _ Module/Device POWER - qty, SUPPLY MAIN FLOOR BOOS Standby, (mA) BATTERY T.I. R POWER SUPPLY Total Standby (mA) CALCULATION Alarm (mA) HFP-11/8713 1 1 60 60 0 1l 1 HFPO 11 / 8710 A TOTAL FIRE ALARM POWER SUPPLY 60 a � i ) HFPT 11 / 8712 B Auxiliary Device Current 0 0 I i f Notification Appliance Load (Max. Total / rnA) 0 7536 i I I Tota I A = 60�Total CALCULATION _ B 7596 D Total current ratings of all devices in system (line A + line B + line C) 60 7596 i Total current ratings converted to amperes (line D x .001) 0.06 • Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 1 Multiply lines E and F Total Standby AH p y y 1.44 1.9 H Alarm soundingperiod in hours(5 mins+ .0833 hours)0.0833 p *4f=aa 31� I Multiply lines E and H Total Alarm AH H1921 0.6327468 J Add lines G and I Total Standby and Alarm AH 2.0727468 K FDc10422 2.48729616 2 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 >.: t HMS / 8700-S/D/M 8703 rl i'� Y � �.w HZM / 8705zY HCP/8706 ILED /8726 Total`k'x! s. fr `` Total Current Notification Appliance Circuit Detai PROJECT: DARWIN'S PET PRODUCTS - MAIN FLOOR T.I. Panel: EXISTING PAD4-9A POWER SUPPLY Date: October 8 2015 Notification Appliance Circuit Detail PROJECT: DARWIN'S PET PRODUCTS Wire Resistance 2.58 CU - RENT TOTAL= 4482.00 Panel: PAD4-9A POWER SUPPLY Date: January 14, 2014 Wire Resistance ance 2.58 CURRENT TOTAL= 3054.00 3711 22261 ZH-MC-W @30cd 113 ZH HMC C @115Cd Z� MC -C' @15cd ZH-MC-C @30cd ZFI MC-C�75c4d ZH-MC-C @95cd ZH-MC-W @30cd 131` 393! DEVICES 6 TOTAL mA= 2226 1 14 232 ITotal Wire Resistance (R) 21.34 2226 ZR MC W @15cd DEVICES 17 TOTAL 0 mA 1340 14 332 21.70 1340 1.20 1 Total Wire Resistance R i R Voltage Drop p(E WL * 2 ) * (R/ft) Total CctLoad E 1*R)... E) 1.71 1:34 2.30 0 oo 17 FAX (206) 628-4990 TEL. (206) 622-6545 !AS -HMC -C WP@115Cdi 3761 22561 -MCaO, ZH 15cd 1 . IZH MC C @30cd .M_. ....,.,. 195 0 ZH MC -C @95cd 87 ` 01 ,re = ZH MC -W 1; , d 131 0 ;ZH MCW @30cd 222 0 rS - A.75- W d 9 ZR -MC -W @l5cd DEVICES TOTALmA= 2256: 14 206 21.52 2256 ............ .................. ........:..... .....,,.,:..,.... s.-,: ..„w....,wuur.,.:w...a�-«,..,.....:. -...w uM,.x..z::.:a. ..�,:e::.«. ....z 'Total Wire Resistance (R) , (WL 2) (Rift) ct Loa: 'Voltage Drop (E ),... (E= I * R) 1.06 2 6 2.40 AS HMC -C WP@115Cd 376 0` ZH-MC- ' 15cd ` 87 696: ZH-MCC @30cd 131; 262 ZH MC- = 75+ d 222 222' ZH-MC-C @95cd 292i 292; 5 0 :ZH MC W @30cd 113 0 AS 75 -uP `.75Cd 78.., 178' ZR -MC -W @15cd 64 64 DEVICES 14 TOTAL mA= 1714 14 379 21.02 1714 y n Total Wire Resistance (R) WL * 2 *(R/ft 1.96 Total Cct Load) 1 71 �._I * R) .. 3.35 Alarm Time 4 - E) ( 20.65 AH required (no reserve) Battery Reserve 1 AH Required (with reserve) 7 SYSTEM CALCULATIONS • EOL S4 S WP I-0 S4-14 S4-13 S4-1 2 S4-11 S4-10 S4-9 S4-8 S4-7 S4-6 S4-5 S4-4 S4-3 S4-2 S4-1 15Cd 75Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 95Cd 15Cd 15Cd 30Cd 75Cd 15Cd 1-18. 1-19 1-20 MEZZANINE SW3 SW2 SW4 SW3 SW2 EOL S3 S3-17 S3-16 S3-15 S3-14 S3-13 S3-12 S3-11 S3-10 S3-9 S3-8 S3-7 S3-6 S3-5 S3-4 S3-3 S3-2 S3-1 30Cd 30Cd 15Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 15Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 15Cd WP r' WP WP WP WP r. WP EOL S2 S2-6 S2-5 S2-4 S2-3 S2-2 S2-1 115Cd 115Cd 1 115Cd 115Cd 115Cd 115Cd WP S +4MMI 1-14 b p 1-13 1-16 EOL 81 81-6 S1-5 S1-4 S1-3 S1-2 S1-1 115Cd 115Cd 115Cd 115Cd 115Cd 115Cd MAIN FLOOR BPS 120 VAC, DEDICATED (� (BY OTHERS) FACP RISER DIAGRAM • SW1 1-17 4MM 1-15 SW1 /6. Proprietary & Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS (REV. BY: I FIRE Project IPanel: Date ALARM BOOSTER DARWIN'S PET PRODUCTS EXISTING SIEMENS PAD4-9A January 14:L2014, _ _ Module/Device POWER - qty, SUPPLY MAIN FLOOR BOOS Standby, (mA) BATTERY T.I. R POWER SUPPLY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Power Module __._. 1 60 60 0 60 60 0 A TOTAL FIRE ALARM POWER SUPPLY 60 60 i ) B Auxiliary Device Current 0 0 I i C Notification Appliance Load (Max. Total / rnA) 0 7536 (( i 4 I I Tota I A = 60�Total CALCULATION _ B 7596 D Total current ratings of all devices in system (line A + line B + line C) 60 7596 E F Total current ratings converted to amperes (line D x .001) 0.06 7.596 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 G Multiply lines E and F Total Standby AH p y y 1.44 H Alarm soundingperiod in hours(5 mins+ .0833 hours)0.0833 p I Multiply lines E and H Total Alarm AH 0.6327468 J Add lines G and I Total Standby and Alarm AH 2.0727468 K Multiply line J by 1.2 (20% extra insurance to meet desired performance) 2.48729616 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 Notification Appliance Circuit Detai PROJECT: DARWIN'S PET PRODUCTS - MAIN FLOOR T.I. Panel: EXISTING PAD4-9A POWER SUPPLY Date: October 8 2015 Notification Appliance Circuit Detail PROJECT: DARWIN'S PET PRODUCTS Wire Resistance 2.58 CU - RENT TOTAL= 4482.00 Panel: PAD4-9A POWER SUPPLY Date: January 14, 2014 Wire Resistance ance 2.58 CURRENT TOTAL= 3054.00 3711 22261 ZH-MC-W @30cd 113 ZH HMC C @115Cd Z� MC -C' @15cd ZH-MC-C @30cd ZFI MC-C�75c4d ZH-MC-C @95cd ZH-MC-W @30cd 131` 393! DEVICES 6 TOTAL mA= 2226 1 14 232 ITotal Wire Resistance (R) 21.34 2226 ZR MC W @15cd DEVICES 17 TOTAL 0 mA 1340 14 332 21.70 1340 1.20 1 Total Wire Resistance R i R Voltage Drop p(E WL * 2 ) * (R/ft) Total CctLoad E 1*R)... E) 1.71 1:34 2.30 0 oo 17 FAX (206) 628-4990 TEL. (206) 622-6545 !AS -HMC -C WP@115Cdi 3761 22561 -MCaO, ZH 15cd 1 . IZH MC C @30cd .M_. ....,.,. 195 0 ZH MC -C @95cd 87 ` 01 ,re = ZH MC -W 1; , d 131 0 ;ZH MCW @30cd 222 0 rS - A.75- W d 9 ZR -MC -W @l5cd DEVICES TOTALmA= 2256: 14 206 21.52 2256 ............ .................. ........:..... .....,,.,:..,.... s.-,: ..„w....,wuur.,.:w...a�-«,..,.....:. -...w uM,.x..z::.:a. ..�,:e::.«. ....z 'Total Wire Resistance (R) , (WL 2) (Rift) ct Loa: 'Voltage Drop (E ),... (E= I * R) 1.06 2 6 2.40 AS HMC -C WP@115Cd 376 0` ZH-MC- ' 15cd ` 87 696: ZH-MCC @30cd 131; 262 ZH MC- = 75+ d 222 222' ZH-MC-C @95cd 292i 292; 5 0 :ZH MC W @30cd 113 0 AS 75 -uP `.75Cd 78.., 178' ZR -MC -W @15cd 64 64 DEVICES 14 TOTAL mA= 1714 14 379 21.02 1714 y n Total Wire Resistance (R) WL * 2 *(R/ft 1.96 Total Cct Load) 1 71 �._I * R) .. 3.35 Alarm Time 4 - E) ( 20.65 AH required (no reserve) Battery Reserve 1 AH Required (with reserve) 7 SYSTEM CALCULATIONS • EOL S4 S WP I-0 S4-14 S4-13 S4-1 2 S4-11 S4-10 S4-9 S4-8 S4-7 S4-6 S4-5 S4-4 S4-3 S4-2 S4-1 15Cd 75Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 95Cd 15Cd 15Cd 30Cd 75Cd 15Cd 1-18. 1-19 1-20 MEZZANINE SW3 SW2 SW4 SW3 SW2 EOL S3 S3-17 S3-16 S3-15 S3-14 S3-13 S3-12 S3-11 S3-10 S3-9 S3-8 S3-7 S3-6 S3-5 S3-4 S3-3 S3-2 S3-1 30Cd 30Cd 15Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 15Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 15Cd WP r' WP WP WP WP r. WP EOL S2 S2-6 S2-5 S2-4 S2-3 S2-2 S2-1 115Cd 115Cd 1 115Cd 115Cd 115Cd 115Cd WP S +4MMI 1-14 b p 1-13 1-16 EOL 81 81-6 S1-5 S1-4 S1-3 S1-2 S1-1 115Cd 115Cd 115Cd 115Cd 115Cd 115Cd MAIN FLOOR BPS 120 VAC, DEDICATED (� (BY OTHERS) FACP RISER DIAGRAM • SW1 1-17 4MM 1-15 SW1 /6. Proprietary & Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS (REV. BY: I ECcs C DESCRIPTION MAIN FLOOR T.I. SHOP DRAWINGS DATE 10/08/15 • F tr O O J LL co 1 O w u -i z canCO CC F—c�noz U 2vI 0 < 1— O CC �� F W ~ 0 z CC 0 & SYSTEM CC CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: F. PETRASKI DATE: 10/08/15 BACKROUND PLAN PROVIDED BY: ,JOB NUMBER:13784-1) (- SHEET FA -03 � LEE:I-Pc/1_ 0-0-71 07\)/Ck_ 'FUR' Inv , L D S3-3 15Cd S3-4 8 D ELEC. c — 2S EXISTING RECEDTION S EXIST OPEN C 01 S3-1 15Cd FEC 2S S3-2 15Cd FACP BPS UP TO MEZZANINE 1-13 1 ID TOOL ROOM r I I I I I ( I I [ DRY GOODS LET RK 44x96 X— X D,A,P NG FFICE S3-5 15Cd S D,A,P 1-12 A,P P07\1711 S EX I 1;-1-1 NG OF:IC S3-9 (mei 15Cd D,A,P 2S S3-6 30Cd /'2s —cr) EXISTING OFFICE 6 - 1-11 SERVE ROOM 2S S3-7 30Cd EXISTING 0FrICE S3-10 15Cd EisY E 3-C1d1 15U NI I SEX Lir") ci S3r1f2 15CdE s (S S3-8 15Cd S3-14 15Cd EXISTING OFFbccitE LX I ST S3 S3-17 N ITO F-.) 30Cd EXISTING OPEN OFFICE. (CI s EXISTING STAFF ROOM EXISTING OFFICE S3-16 30Cd MP, U) 0 Cr) ( 1 x RK 44x96 CI t'AP DRY GOODS 4 PALLETS S1-1 115Cd (1) AT G RAD E OVE EAD D00 RK 44x)6 D DF GOODS f[C 6 PALLETS `:-..'31-11PRINC.; RECEIVING DRY GOODS 6 PALLETS RK 44x96 (2)4' VIDE X — H4( -4-r--: 11 LL LID S2-1 115Cd w (2)4' WIDE X 10' HIGH th -41-•-•.-10.- 1.1 ,`,f1 L_I c--1) < Z o o (/) LLJ c.r.„.. FUTURE PREP ARIA \/ • nr"=====-0 FUTURE D GOWN I NIG Fba I I I HAND rf 1 bco 2.5 BAYS X 12 PALLETS = 30 S2-4 115Cd EOL S2 nt , ,/ TL • DUMPSTER 111,11 OVERHEAD DOORS RK 44x96 T1. RK 44x96 -DAC KAG INC 12 DALLETS S1-2 115Cd R21/ INC .ED• Dfs'Y GOODS MIX/REP 12. PALLETS RK 44x96 RK 44x96 r- 1.] 7RIPLE SINK rx 0 0 011 7 DISH— WASHER FUTURE SANITIZE AREA 111, I COOLER DOOR 8' WIDE X 10' HIGH --0 "4111;•;--- (-1 — WIT:3-017x'72- IIIII I I 2S PACKAGING MACHINE I L QJij GE14 I , E VACLIUtt, L --Agra. El S2-6 115Cd -1 L.... VACt UM 0 CHAMBER HECK A PRODUCT S2-2 115Cd WP Nil -BIN i[Bild r n\/ _JL J r(?). N II BIN II BiN I JL JL J LF -L ON EXISTING PRODUCTION LINE HIGH SPEED CART 30x60 CHEIvSTA 'DON DOOR 8' WIDE X 10' HIGH = = = = A A V V I\ C\ 7 A A V V 1\ A V V _d 4 BAYS X 12 PALLETS = 48 II STAT— UV FREEZER PH II SLACKING FREEZER 4 BAYS X 18 PALLETS = 72 W E (.3 10' HIGH VV MI. VV < \,/ v v 11 MAIN FLOOR T.I. SHOP DRAWINGS V1._ ___I' N ---c 10/08/15 v NM Kr 4. v v ,- v in V CD LLJ ` V x RK 44x96 CI t'AP DRY GOODS 4 PALLETS S1-1 115Cd (1) AT G RAD E OVE EAD D00 RK 44x)6 D DF GOODS f[C 6 PALLETS `:-..'31-11PRINC.; RECEIVING DRY GOODS 6 PALLETS RK 44x96 (2)4' VIDE X — H4( -4-r--: 11 LL LID S2-1 115Cd w (2)4' WIDE X 10' HIGH th -41-•-•.-10.- 1.1 ,`,f1 L_I c--1) < Z o o (/) LLJ c.r.„.. FUTURE PREP ARIA \/ • nr"=====-0 FUTURE D GOWN I NIG Fba I I I HAND rf 1 bco 2.5 BAYS X 12 PALLETS = 30 S2-4 115Cd EOL S2 nt , ,/ TL • DUMPSTER 111,11 OVERHEAD DOORS RK 44x96 T1. RK 44x96 -DAC KAG INC 12 DALLETS S1-2 115Cd R21/ INC .ED• Dfs'Y GOODS MIX/REP 12. PALLETS RK 44x96 RK 44x96 r- 1.] 7RIPLE SINK rx 0 0 011 7 DISH— WASHER FUTURE SANITIZE AREA 111, I COOLER DOOR 8' WIDE X 10' HIGH --0 "4111;•;--- (-1 — WIT:3-017x'72- IIIII I I 2S PACKAGING MACHINE I L QJij GE14 I , E VACLIUtt, L --Agra. El S2-6 115Cd -1 L.... VACt UM 0 CHAMBER HECK A PRODUCT S2-2 115Cd WP Nil -BIN i[Bild r n\/ _JL J r(?). N II BIN II BiN I JL JL J LF -L ON EXISTING PRODUCTION LINE HIGH SPEED CART 30x60 CHEIvSTA 'DON DOOR 8' WIDE X 10' HIGH = = = = A A V V I\ C\ 7 A A V V 1\ A V V _d 4 BAYS X 12 PALLETS = 48 II STAT— UV FREEZER PH II SLACKING FREEZER 4 BAYS X 18 PALLETS = 72 W E (.3 10' HIGH VV i,/, VV /\• \,/ v v PH II FIR S2-3 01115Cd WP EEZ_R (-20 F) 5.5 BAYS :X 18 PALLETS = 99 • Rol 11.1 i,/, /\• A A MAIN FLOOR T.I. SHOP DRAWINGS A A Z\_, LL' 10/08/15 v v ,- v v V v V \/ V S1-3 115Cd FU LnLME \J1 BATT. CHARGING O0 00 x _< CI _<Ofl I 30x60 1W5 $0x60 LIJ 0_ BIN (1) 0 r1J [BIN 0 r'11111S151C4d 2S S1-6 01 115Cd wp NEW FREE CD x==.— S LLJ CL 0 4, 0 0 0 x 4, CO 0 Pin (I) CL (0 61 LiJ LLJ r LLJ _J co 0 7Z c A -rr — — — — — -u 11 u <\ 11. 11. - JJL JJL •••• 11 3 BAYS X 12 PALLETS = 36 EOL FUTU 5Cd FREEZER 4 BAYS X 18 PALLETS rr — — "Irr /\ 7\ /\fl A 1.1 __I _E.. it. r Fr I I- II I I I I 11 I 1 II II I I IP VII- 111 ,;i ,7 [t. . — = 72 MINIM MIMI NINON Mall INN. MOM D—c MAIN FLOOR FIRE ALARM PLAN SCALE: 1/8"= 1 '0" • ASHINGTON 98134 1743 IST AVE. SO., SEATTLE, FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: DMG DESCRIPTION MAIN FLOOR T.I. SHOP DRAWINGS LL' 10/08/15 cc 0 0 IJ 0 0 cc Lil (!) \ ( LL cr 0 LL CC SALE: 1/8"=1'0" DRAWN BY: D. GARCIA DESIGNED BY: F. PETRASKI DATE: 10/08/15 BACKROUND PLAN PROVIDED BY: .1013 NUMBER:13784-1} SHEET FA -04 Proprietary 8c Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved ALARM VALVE RISER • A- :FLOW'SW11CH RISER • - DRY PIPE RISER Qo - DELUGE/PA RISER 4S2' FIRE DEPARTMENT CONNECTION .6. -: WATER MOTOR GONG - ELECTRIC BELL EXISTING UPRIGHTS TO REMAIN LIGHTS o AND E IN -, I ICT' - POINT DENSITY REQUIRED 15' PAST RACKING WORK BEYOND 15' PERFORMED FOR POSSIBLE FUTURE EXPANSION n ; I TIE IN EXISTING LINES WITH 2" PIPE TYPICAL OF 4 EXISTING UPRIGHTS TO REMAIN ABOVE ALL COOLERS/FREEZERS 12 2 3-0 a7 15'-0" DASHED LI RISER ROOM 7_ 11 !► 211 21i ` 21h 4 i 440 5-0 9-0 mir z�., 7-0 ,... , 2-0 9-0 9-0 DASHED LI RISER ROOM ES SHOW EXISTING PIPING DRAWING SYMBOLS —0-L FLEXIBLE GROOVED COUPLING $ . - RIGID GROOVED . COUPUNG THREADED PIPE COUPUNG CONTROL VALVE - 1> - CHECK VALVE PIPE HANGER (SEE CHART) 4-- I - PIPE HANGER (SEE CHART) COOLER (35°F) - WELDED PIPE TAG - BRANCHUNE NUMBER PIPE SIZE & LENGTH DOM DOM 1ST FLOOR TENANT IMPROVEMENT FIRE SPRINKLER PIPING - PLAN VIEW SCALE: 1/8" =1'-0 1 (8-10) - PIPE SIZE & . LENGTH(CUT) HYDRAULIC NODE 10'-0" AFF ELEVATION DATUM 0'-10" BOD - CENTERLINE OF PIPE TO DECK HYDRAULIC DESIGN INFO. THIS SYSTEM IS ❑ THIS SYSTEM IS NOT HYDRALA.ICALLY DESIGNED RYDRMJLJCALLY DESIGNED FLOW TEST STATIC XX: RESIDUAL GPM FLOWING XX. DATE & TIME xx A U -HOOK B C D E COACH SCREW ROD "C" CLAMP HANGER LEGEND TOP BEAM CLAMP W/ .STRAP EYE ROD N. P R S "L" ROD TOGGLE NUT HDI -P GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S SCOPE: 1. ADD DRY PENDENTS IN NEW COOLERS AND FREEZERS UTILIZING MULTIPLE ROW RACKING. 2. ADD NEW UPRIGHTS FOR FULFILLMENT AREA SINGLE ROW RACK ON NORTH WALL GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 3. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 16. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL ENGINEER. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. NFPA DESIGN CRITERIA: 1. -20* Freezer & Cooler -100 sq ft max *- Density to be .60gpm/ 2500 sq ft ( Entire Rack) for Multiple row rack storage of Exposed Non Expanded plastic totes and pallets to 18'-6 height - No in -rack sprinklers 2 Slacking Freezer -100 sq ft max *- Density to be .47gpm12000 sq ft for Multiple row rack storage of Class III Unencapsulated commodity and pallets to 18'-6" height - No in -rack sprinklers 3. Production Area - Head spacing 130 sq ft max *- Density to be .20 gpm\ 1500 sq ft for Production - No storage 4. Fullfillment area -100 sq ft max *- Density to be .60gpm12000 sq ft for rack storage of Cartoned Expanded plastic (Styrofoam) to 15'-0 in 25'-0" high bldg - No in -rack sprinklers - Figure 17.2.1.2.1(b) 5. Shipping/ Receiving- 100 sq ft max - No work needed 6. Existing 2 story office -130 sq ft max - No work needed 7. ARMOVERS OVER 12" TO HAVE A HANGER.( EXCESS OF 100 PSI) ACCEPTED ❑ Without Comments ❑ As Noted In Red Per The Attached Letter hese plans have been reviewed by The Tukwila Fire •:-vention Bureau for conformance with current City ~:dards. Acceptance is subject to errors and ',missions which do not authorize violations of adopted andards and ordinances. The responsibility for the .-,dequacy of design rests totally with Ire designer. A c!dilions, deletions: or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject tol0eld test and inspection by Tne Tukwila Fire PreventlonBureau. Date: Li-1H"I LI By: /`�\►n'l 1 1 TWO/VILA FIRE DEPARTMENT MENT Pleas calf 206-575-4407 and give this Fire Permit No. /9 -S -o 0 and exact address for shut- down hutdown or i''"'storation approval. VICINITY MAP SCALE: NTS WEDGE ANCHOR SAMMY SIDEWINDER (SWG20) SPRINKLER TYPE ELO DRY PENDENT ELO SSU DRY PENDENT MFG TYCO TYCO TYCO HEAD LEGEND MODEL SYMBOL ORIFICE FINISH CANOPY TEMP K -FAC QTY DS -2 ELO SSU DS -1 • 1/2" 3/4" 1/2" CHROME BRASS CHROME CHROME CHROME 286° 286° 286° 11.2 11.2 5.6 59 52 24 SYSTEM DESIGN F FLUSH SHELL. S20 SAMMY SUPER SCREW (GST20) REMOTE AREA xx DENSITY xx MAX. AREA/HEAD xx K -FACTOR xx xx G CEILING FLANGE SX SAMMY X -PRESS H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT. POST K SHORT CUP W TOTAL THIS SHEET 135 MI Columbia Fire SPRINKLER SYSTEM. SERVICE & REPAIR WA CL# COLUMFI952MG 111 S. Findlay St Seattle, WA 98108 (206) 232-8569 P JECT: arwin's Natural Pet Products 350 Treck Drive Tukwila, WA 98188 WASHINGTON STATE ERTIFICMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Kyle Barrow 2655-0933-C Level 3 Columbia Fire, Inc. COL .. F1952 CONTRACT WITH: Gateway Construction Services 5602 Second Ave. So. Seattle, VI 350 TRECK DR 14-S-090 PAID APR 16 2014 TUKWILA FIRS Z�vle Z y3.7 DESIGNER: a TRAVIS BORTOLAllO DATE: JANUARY 8TH, 2014 SCALE: As Noted HAZARD: AS NOTED AHJ: City of Tukwila JOB # 1311174 SHEET # FP1OF1 7_ !► ma;L4d1 : j V V ES SHOW EXISTING PIPING DRAWING SYMBOLS —0-L FLEXIBLE GROOVED COUPLING $ . - RIGID GROOVED . COUPUNG THREADED PIPE COUPUNG CONTROL VALVE - 1> - CHECK VALVE PIPE HANGER (SEE CHART) 4-- I - PIPE HANGER (SEE CHART) COOLER (35°F) - WELDED PIPE TAG - BRANCHUNE NUMBER PIPE SIZE & LENGTH DOM DOM 1ST FLOOR TENANT IMPROVEMENT FIRE SPRINKLER PIPING - PLAN VIEW SCALE: 1/8" =1'-0 1 (8-10) - PIPE SIZE & . LENGTH(CUT) HYDRAULIC NODE 10'-0" AFF ELEVATION DATUM 0'-10" BOD - CENTERLINE OF PIPE TO DECK HYDRAULIC DESIGN INFO. THIS SYSTEM IS ❑ THIS SYSTEM IS NOT HYDRALA.ICALLY DESIGNED RYDRMJLJCALLY DESIGNED FLOW TEST STATIC XX: RESIDUAL GPM FLOWING XX. DATE & TIME xx A U -HOOK B C D E COACH SCREW ROD "C" CLAMP HANGER LEGEND TOP BEAM CLAMP W/ .STRAP EYE ROD N. P R S "L" ROD TOGGLE NUT HDI -P GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S SCOPE: 1. ADD DRY PENDENTS IN NEW COOLERS AND FREEZERS UTILIZING MULTIPLE ROW RACKING. 2. ADD NEW UPRIGHTS FOR FULFILLMENT AREA SINGLE ROW RACK ON NORTH WALL GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 3. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 16. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL ENGINEER. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. NFPA DESIGN CRITERIA: 1. -20* Freezer & Cooler -100 sq ft max *- Density to be .60gpm/ 2500 sq ft ( Entire Rack) for Multiple row rack storage of Exposed Non Expanded plastic totes and pallets to 18'-6 height - No in -rack sprinklers 2 Slacking Freezer -100 sq ft max *- Density to be .47gpm12000 sq ft for Multiple row rack storage of Class III Unencapsulated commodity and pallets to 18'-6" height - No in -rack sprinklers 3. Production Area - Head spacing 130 sq ft max *- Density to be .20 gpm\ 1500 sq ft for Production - No storage 4. Fullfillment area -100 sq ft max *- Density to be .60gpm12000 sq ft for rack storage of Cartoned Expanded plastic (Styrofoam) to 15'-0 in 25'-0" high bldg - No in -rack sprinklers - Figure 17.2.1.2.1(b) 5. Shipping/ Receiving- 100 sq ft max - No work needed 6. Existing 2 story office -130 sq ft max - No work needed 7. ARMOVERS OVER 12" TO HAVE A HANGER.( EXCESS OF 100 PSI) ACCEPTED ❑ Without Comments ❑ As Noted In Red Per The Attached Letter hese plans have been reviewed by The Tukwila Fire •:-vention Bureau for conformance with current City ~:dards. Acceptance is subject to errors and ',missions which do not authorize violations of adopted andards and ordinances. The responsibility for the .-,dequacy of design rests totally with Ire designer. A c!dilions, deletions: or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject tol0eld test and inspection by Tne Tukwila Fire PreventlonBureau. Date: Li-1H"I LI By: /`�\►n'l 1 1 TWO/VILA FIRE DEPARTMENT MENT Pleas calf 206-575-4407 and give this Fire Permit No. /9 -S -o 0 and exact address for shut- down hutdown or i''"'storation approval. VICINITY MAP SCALE: NTS WEDGE ANCHOR SAMMY SIDEWINDER (SWG20) SPRINKLER TYPE ELO DRY PENDENT ELO SSU DRY PENDENT MFG TYCO TYCO TYCO HEAD LEGEND MODEL SYMBOL ORIFICE FINISH CANOPY TEMP K -FAC QTY DS -2 ELO SSU DS -1 • 1/2" 3/4" 1/2" CHROME BRASS CHROME CHROME CHROME 286° 286° 286° 11.2 11.2 5.6 59 52 24 SYSTEM DESIGN F FLUSH SHELL. S20 SAMMY SUPER SCREW (GST20) REMOTE AREA xx DENSITY xx MAX. AREA/HEAD xx K -FACTOR xx xx G CEILING FLANGE SX SAMMY X -PRESS H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT. POST K SHORT CUP W TOTAL THIS SHEET 135 MI Columbia Fire SPRINKLER SYSTEM. SERVICE & REPAIR WA CL# COLUMFI952MG 111 S. Findlay St Seattle, WA 98108 (206) 232-8569 P JECT: arwin's Natural Pet Products 350 Treck Drive Tukwila, WA 98188 WASHINGTON STATE ERTIFICMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Kyle Barrow 2655-0933-C Level 3 Columbia Fire, Inc. COL .. F1952 CONTRACT WITH: Gateway Construction Services 5602 Second Ave. So. Seattle, VI 350 TRECK DR 14-S-090 PAID APR 16 2014 TUKWILA FIRS Z�vle Z y3.7 DESIGNER: a TRAVIS BORTOLAllO DATE: JANUARY 8TH, 2014 SCALE: As Noted HAZARD: AS NOTED AHJ: City of Tukwila JOB # 1311174 SHEET # FP1OF1 DARWIN'S PET PRODUCTS FIRE ALARM SYSTEA TUKWILA, WASHINGTON ® \API'hout Cornments 'a l; Red Letter These pians t? Ft :wntion ,dards. A 4,, • . slons w `'.:. . 'dards anis ivacy of r tions, de: ,.• t date will r4.ubmittal o: Arial acceptorThe Tukwila Dalt SHEET \o. 3ESCIPTIO\ FA -01 SYSTEM I\FOS VIATI O \ FA -02 TYPICAL WHI \G A\D MOU\TI\ G DETAILS FA -03 SYSTE v CALC U LATI O \ S 8c RISE DAG AV FA -04 V Al\ FLOG FI E ALAS M PLA\ FA -05 vEZZA\I\E FRE ALARM PLA\ SHEET INDEX WI SCHEDULE A \D CO\ D U T FILL CHA WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE - ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPLP S STROBE CIRCUIT TWO #14 FPLP I INITIATION CIRCUIT TWO #18 FPLP A ANNUNCIATOR NETWORK TWISTED PAIR WITH SHIELD #16 FPLP P ANNUNCIATOR POWER TWO #14 FPLP CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHAL_ BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TD CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL vIANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. e;;;!ed by The Tukwila Fire with current City to errors and r� r violations of adopted punslbility for the 'o. designer. ch =e drawings after t ,'4I1 require a ..._ ft !�E.ib,-L3guent approval. "rx held test and Inspection by 1 bureau. 1`U0TI E oomplt t 1, sinned, Tukwila Fire Depaitmerii_ Pre-test Cer i icarr_' be tx ,:c )ted to 1ht': , .� t i, fir.., i Q1 Teci:1J'i i) ;•.e Alarm and t..,; ° t CUh'» Failure of test MN result in a Re -inspection Fee and termination of the testing L r T"+'�1f1 Tvt�f l�.hOfiSoi. ♦ YT i Z +�11 L, f-� i%use (:.11 206-575-4,107 on, �-2n�al' dtv►c Ia.b Fdi' P.y 1 �dt• c 4. ")�o fx po f I. D. u4 t c .k ..1 f*iva, . Yest for ✓i�3E,? QUANTITY :SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX down ca rffvfiUNl�(�GrcF'1 1 1 1 3 2 1 4 5 5 4 21 4 EX FACP FIRE ALARM CONTROL PANEL FC901-U3 SIEMENS FH901-U3 66" A.F.F. TO TOP BPS REMOTE BOOSTER POWER SUPPLY PAD4-9A SIEMENS PAD-4-ENCL 66" A.F.F. TO TOP ANN REMOTE ANNUNCIATOR FSD901-U3 SIEMENS 4S BOX 60" A.F.F. TO TOP SINGLE INPUT INTERFACE MODULE HTRI-S SIEMENS 4S BOX VERIFY LOCATION IN FIELD 4MM ADDRESSABLE INPUT/ OUTPUT MODULE FDC10422 SIEMENS 4S BOX VERIFY LOCATION IN FIELD SMOKE DETECTOR (ADDRESSABLE -PHOTO) HFP-11 W/ SIEMENS 4S DEEP DB -11 BASE W/ 1G RING CEILING MANUAL PULL STATION (ADDRESSABLE) HMS -S SIEMENS 4S DEEP W/ 1G RING 48" A.F.F. TO CENTER FIRE ALARM HORN STROBE (WALL MOUNT) ZH-MC-R SIEMENS 4S BOX 80" A.F.F. TO BOTTOM WP FIRE ALARM HORN STROBE (WEATHERPROOF) FIRE ALARM HORN STROBE (HIGH CANDELA -CEILING MOUNT) AS -75 -R -WP SIEMENS WPBBS-R WALL MOUNT AHJ APPROVED FIELD LOCATION ZH-HMC-CR SIEMENS 4S BOX CEILING WP FIRE ALARM WEATHERPROOF HORN STROBE (HIGH CANDELA -CEILING MOUNT)N AS -HMC -C -WP SIEMENS WPBBS-R CEILING FIRE ALARM HORN STROBE (CEILING MOUNT) ZH-MC-CR SIEMENS 4S BOX CEILING FIRE ALARM STROBE (WALL MOUNT) ZR -MC -R SIEMENS 4S BOX 80" A.F.F. TO BOTTOM DUCT DETECTOR EX (EXISTING) F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD WATERFLOW 0 SWITCH F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD TAMPER rs SWITCH F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD LOW AIR 0 SWITCH F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD POST INDICATOR VALVE F.B.O. F.B.O. F.B.O. VERIFY LOCATION IN FIELD END -OF -LINE RESISTOR VERIFY LOCATION IN FIELD EX EXISTING DEVICE N/A N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N /A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N /A NOT APPLICABLE N /A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A 3 BLUE AS BUILT NOTES TO CAD N/A N/A N/A 350 TRECK DR 14-F-014 PAID JAN c 1 Pill TUKWILA FIRE 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS IREV. BY: 0 0 DESCRIPTION SHOP DRAWINGS DATE 01/10/14 O co co >o u)oz 1- W cc Wu) a. ccg �wMg Z LL 1 - SCALE: NOT 1... 0 Z W 1-1 >in TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: E. ISAKSON DATE: 01 / 10/ 14 V.J \0B NUMBER: 7644-I) WIRE DESIGNATION GENERAL NOTES SYMBOLS LEGEND Proprietary & Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved BACKROUND PLAN PROVIDED BY: SHEET FJ(O1)J CEILING TILE SUPPORT BRIDGE 4" SQUARE DEEP BOX CEILING STROBE OR HORN STROBE HARD LID CEILING SUPPORT BRIDGE 4" SQUARE DEEP BOX CEILING STROBE OR HORN STROBE STROBE MOUNTING (DROP CEILING) STROBE MOUNTING (HARD LID) FROM PAD4-9A POWER SUPPLY HORN STROBE - STROBE HORN - WEATHERPROOF HORN STROBE HORN STROBE STROBE TYPICAL NAC CIRCUIT WIRING DIAGRAM TO DATA LOOP FIELD DEVICES TO PAD4 TRIGGER TO ANNUNCIATOR POWER DATA EOL TO FC901-U3 CONTROL PANEL HFP-11 SMOKE DETECTORS 2 + 0 V /1/11 HMS -S MANUAL PULL STATION 0 00 ///// HTRI-S o 0 8 7 6 O DUCT DETECTOR TYPICAL DATA LOOP WIRING DIAGRAM ZY -o -4 A 0 © CD FDCI0422 QUAD MODULE SER VICE POR T J6 DSB PWR o I J3 J1* P2 LI J16 170W 10A 300W 20A J11 INPUT 1— ® H+ 1- 1 FROM FACP NAC CIRCUIT vf+ sr: 0 ❑ 0 0 0 0 0 O 00 O 00 000 000 00 Q - FC901-U3 CONTROL PANEL DETAILS J14 EED TB11 J10 JP7 HIIIH DS6 DS1 DS2 DS3 DS4 ❑S2❑ OUT1 OUT2 OUTS OUT4 ❑❑❑ 0 RESET P1 10987854321 31 DSDS1 1 T AUX/PS BUSY ❑❑❑ .!!!MMEWW' ON PAD4-9A POWER SUPPLY J12 ETE1 NC oCOM NO USED TB12 + 2- 21 COM NC — INPUT 2 ME J13 1 r-TIT3n J5 J4 NAC1B NAC2B (NAC1A) + _ + _ L TB14 PAD4-9A POWER SUPPLY WIRING DETAIL BELOW ROOF (FIELD VERIFY -TO BE APPROVED BY FIRE MARSHAL) 1 WEATHERPROOF WALL HORN STROBE R BRNOUT PSSI GND +24V CED J7 NAC3B NAC4B (t4AC2A) + _ + _ AUX PWR SUPPL Y J8 TB15 ® ' B16 0 J9 UJ2 1 0.: te 1 1 NAC CKT S4 NAC CKT S3 NAC CKT S2 NAC CKT S1 WEATHERPROOF WPBBS-R BACKBOX FOR WALL & CEILING MOUNT WEATHERPROOF HIGH CANDELA HORN STROBE 4S DEEP BOX 1 W/ 2 GANG RING WEATHERPROOF HORN STROBE MOUNTING, DETAILS JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT TO WATERFLOW SWITCH TO TAMPER SWITCH TO LOW AIR TO PIV TO NEXT ADDRESSABLE DEVICE ZH-MC-W HORN/STROBE OR ZR -MC -W STROBE 80" A.F.F. TO BOTTOM HMS -S MANUAL PULL STATION 48" A.F.F. TO CENTER - ! L 4S DEEP BOX 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HORN/STROBE, STROBE & MANUAL PULL STATION MOUNTING DETAILS JUNCTION BOX MOUNTED ON CEILING FLEX 11 / / / / / / 0 0 0 0 TO NEXT DEVICE SMOKE DETECTOR SMOKE DETECTOR MOUNTING DETAILS SUSPENDED ILLUMINATED CEILING /6/,-oiy Pro. rietar & Confidential, Co. ri. ht 2014 b Guardian Securit S stems, Inc. All R. • hts Reserved 1743 IST FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS IREV. BY: 1 DMG I DESCRIPTION SHOP DRAWINGS DATE 01/10/14 zaaaaa (1) F– O co Dco C� 2 o ti) a_ >o co f—�v= u) 0 z W wQ Q °C � U)ws < 0 0 0 z O 0 z E E J 0 �CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: E. ISAKSON DATE: 01 / 10/ 14 BACKROUND PLAN PROVIDED BY: NUMBER: 7644-1} SHEET \ \ F FC901 Battery Calculations Worksheet ver. 1.3 7 -Feb -2012 Ref. No Submitted By DARWIN'S PET PRODUCTS GUARDIAN SECURITY SYSTEMS, INC - 1/14/2014 IFC901 Panel Main Board Device Current Draw NAC 1 Standby (A) Alarm (A) NAC 2 Aux power (external) FCACity Tie FSD901 Remote Annun. Devices Qty • 713 DESCRIPTION SHOP DRAWINGS HFP• • /? ,,, i r 1 #, 100 .1��ro'�9��)�a �i?�'a `‘ k 1 Sia0 u1 r� s i t 0 0,1x rrtlLali # iter �£X Ae e2� �kk 19�'j,y��f Y%YYr`Nr# �e'3f y aFf {S ? �Ri ..?¢}� �!f { n �r#�''SZ aS��i �y5��£ 4} S �4 x �a'•r!5` �- ... •702 8703 I• ••3i#S{Ft;�Xw •� • , 8705 !ItIti8726 �X ,n Total .e'd g a, �TMk`ShS94;` d*y� t wroY a .S'd �' E Y tl 'Total Current 1 Alarm Time AH required (no reserve) Battery Reserve IAH Required (with reserve) I 1 MEZZANINE EOL S4 FIRE ALARM BOOSTER POWER SUPPLY BATTERY CALCULATION Project: DARWIN'S PET PRODUCTS Panel: SIEMENS PAD4-9A BOOSTER POWER SUPPLY Date: January 14, 2014 Module/Device Qty Standby Total Standby Alarm Total Alarm (mA) (mA) (mA) (mA) IPower Module 1 60 60 0 60 60 0 A TOTAL FIRE ALARM POWER SUPPLY 60 60 B !Auxiliary Device Current 0, 0 C Notification Appliance Load (Max. Total / mA) 0' 3 6413 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 60 6473 Total current ratings converted to amperes (line D x .001) 0.06 6.473 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 1.44 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.5392009 Add lines G and I Total Standby and Alarm AH 1.9792009 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 2.37504108 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 PROJECT: Panel: Notification Appliance Circuit Detai DARWIN'S PET PRODUCTS PAD4-9A POWER SUPPLY Date: January 14, 2014 ;Wire Resistance 2.58 . CURRENT TOTAL= 3359.00 Notification Appliance Circuit Detail PROJECT: DARWIN'S PET PRODUCTS Panel ' PAD4-9A POWER SUPPLY Date: January 14, 2014 ,Wire Resistance 2.58 ............. ... CURRENT TOTAL= 3054.00 ZH-HMC-C @115Cd ZH-MC-C @15cd ZH-MC-C @30cd ZHC-C X©75cd ._ ZH-MC-CF @95u! H -MC @15th ZH-MC W @30cd ZR -MC -W @15cd IZ-I-HMC-C @115Cd ZH-MC-C @30cd !ZR -MC -W @15cd 1855 6 9 WL*2)*(Rift Total Cot Load E= 1 * R) 1.71 34 2.30 21.70 W 1,0 co 0' AS -HMC -C WP@' Z 1- 1C -C @7 a1 ZH-NIC-C @30cd ZH-MC-C @95cd ZH MC W @30cd ZR -MC -W @15cd ,AS HMC -C WP@115Cd 154 23.07! WL*2)*(R/ft) OW 04 6; =I*R) SYSTEM CALCULATIONS WP S 4- 1504 Total Wire Resistance l0 WL*2)*(Rift dotal Cct`Load I * R) ..w I --0 84-14 S4-13 S4-12 S4-11 S4-10 S4-9 S4-8 S4-7 S4-6 15Cd 75Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 95Cd S4-5 S4-4 S4-3 15Cd 15Cd 30Cd S4-2 75Cd S4-1 15Cd 1-18 1-19 MM 1-20 SW4 SW3 SW2 EOL S3 MAIN FLOOR S3-17 S3-16 S3-15 S3-14 S3-13 S3-12 S3-11 S3-10 S3-9 S3-8 S3-7 S3-6 30Cd 30Cd 15Cd 30Cd 15Cd 15Cd 15Cd 15Cd 15Cd 15Cd 30Cd 15Cd EOL S1 S3-5 S3-4 S3-3 15Cd 15Cd 15Cd EOL S2 WP S3-2 15Cd WP WP S3-1 15Cd WP S2-4 S2-3 115Cd 115Cd S2-2 115Cd S2-1 115Cd S1-5 S1-4 S1-3 115Cd 115Cd 115Cd S1-2 115Cd S1-1 115Cd 120 VAC, DEDICATED (BY OTHERS) J FACP AP I4MM 1-14 J b 0 1-13 1-16 ANN EJ 1-12 SW1 SW3 1-17 4MM 1-15 SW2 SW1 RISER DIAGRAM 66 RELEASE/REVISIONS IREV. BY: DMG DESCRIPTION SHOP DRAWINGS DATE 0 0 (1) F— CJ co co0 Lu z CC CZ 0_ 63 E2 Z W cc Liu) Q w Z crQ 0 J U cp CC CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: E. ISAKSON DATE: 01 / 10/ 14 BACKROUND PLAN PROVIDED BY: \OB NUMBER: 7644-1} SHEETj.� Pro•rietar & Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved a 00 0® S FINC E_ L 1 CT I /SI 0 'RAG L MMM 9 1-15 /) f-14 D S3-4 IJ 15Cd S3-3 r\e, 15Cd c—2S EXISTING ECEPTION A▪ A —c:D 2S 01 S3-1 15Cd / FACP BPS D c.L.1 FEC S3-2 15Cd UP TO MEZZANINE TOOL 300V1 X- X X— I— n I I 1 11 DRY GOODS 6 PALLET RK 44-x96 X X RK 44x96 /1 AIR ), k COMP. DRY GOODS 4 PALLETS si H 115Cd (1) Al GRADE. OVERHEAD DOOR s (2)4' WIDE X D,A,P EXISTING &DEN OFFICE S3-5 15Cd —D,A,P F -12 A,P— IANN s EXISTING 0FICE S3-9 15Cd 2S EXISTING OFFICE D,A,P 0 ci S3-6 2S 1-11 SERV R --ROOM 30Cd 01 83-10 .15Cd E S S3-7 30Cd 2S 15 EXISTING OFFICE 153c1:1U N1SEX 1 2 cdEXIST EN'.3 EXISTING OFFV4E ,EiXIST/ S3 S3 -14A N I TO 30 EXISTI \ OPEN OFFICE [[T] DW EXIST ST S3-8 15Cd w jli5s3-cid5 S3-14 15Cd 15 EXISTING STAFF --ROOM EXISTING OFFICE FS3-16 30Cd ( -L4 • ..... (I) >-- Nr 1 115 —17 DRY GOODS 6 PALLETS RIC 44x96 IL I - L L LL I I 161 I I I I -4111........100- I I FUTURE:. PRE_ f\= -EA 1) RK 4-4(96 LEJ DIVP GOODSFEC 6 PALLETS IDU M PSTER 1-11G11 OVERHEAD DOORS RK 44x96 RK PAC <AG' NG 12 PALLETS 44x96 SHIPPING/RECEIVING 115 S1-3 FL — GOWNING D FU I U00 \ HAN D rP1>-.4 IFICORi f sf R "ts.,I JNK • C..) CO > j-2 TO7OLRIPLE \ ; \ ./ SINK DIS -- H— WASHER AEI 30x /2 I" C_) D1 \ 1 FUTURE 'II 11 II SANITIZE AEA --II II \ / , I 1 S1-2 115Cd DRY II\ GRED.DRy 000DS MIX/PREP 12 PALL_ETS RK 44x96 RK 44x96 COOLER DOOR 8' WIDE X 10' HIGH o .... . 32-1 ad 115Cd', 1 CI' LCD Cr: LLI 0 C.) in 70 a PACKAGING MACHINE •-1 S2IINE1 j„-z-z:L) I1N-.ijI FE 11Po) WP \/ N11B1N Um I VACUUM JL JL _1 0 1 ori -34-111 12 1 L JL _JL ............1 I I I I 11 11 It I (2)4' WIDE X 10' HIGH • A A V\ 7 \ A 2.5 BAYS X 12 PALLETS = 30 EOL S2-4 115Cd rn MIXER. c.) 0 0 LT! 7)-711-40PPER .;1.1 ODUCT 0 \I „ VACUUM 1.--) CHAMBER CART 30)(60 C▪ ART 30x60 LLJ EXISTING .....PRODUCTI )1\ LINE HIGH CHEMSTATION ----, ) ./ A /2\7 K/ \ .. V 77 V V A A V V Li 4 PAYS X 12 PALLETS = 48 PH II STAT—LJV FREEZER S2 PH II SLAC'<ING FREEZER 4 BAYS X 18 PALLETS 72 8' WEE X 10' HIGH D.5 BA A - A A A A A 7 V V v L v v PH II PEE% S2-3 01115Cd WP (-20 0) IS X 18 PALLETS.::: 99 At \\/ Z\ A v v MAIN FLOOR FIRE ALARM PLAN SCALE: 1/8"=1'0" DOOR CART _18x39,_ rCART 1- ...18x39,. r1/41 -03i, rC ART 1 P) < C‘I LJ BIN BIN SPEED BIN 8' WIDE X BIN H BIN z/\ v (Li L _ .11111111•••••••••ir 1 tr 11 FULFILMENT >-- < (f) cL a- 0 0> P WB 30x60 FEC BATT. CHARGI 400 0 02J 013 0 m0 _ 0 S Ina 11 zi/\• [1..- I— -1 -1 F 11 V 11 V — — — 0 00 11 (f) \IC LLJ LJ 7.4 c. 04 3 4 000 < 75: cn 0 0 <1 CL (I) 00 co _ _ . /\ II 1.— -r- 11 -It i 11 \/ 111 V V 11 - — MOIN 3 BAYS X 12. PALLETS = 36 E0)11. FUTUIM FREEZER 4 BAYS X 18 PALLETS = 72 MEW 11)4 - — — 0' Al '\ 4/X[,I A /\ 11 A A 11 1 r E .1._ r o H ir _L 41_ 1 1 11 1 1 1 1 „ 1 1 1 1 H 11 II II _H_ 11 11 _11_ 11 11 _H_ II II -1-1.-- _iv I____ " " / C19 — — — —JLJL1L..Ji 1 JI 11 NM MIMI Pro • rietar off & Confidential, Cos richt 2014 b Guardian Securit S stems, Inc. All Richts Reserved 1,0 CO 0' 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 3 0 DESCRIPTION SHOP DRAWINGS DATE 01/10/14 2 <<<<< tr LU 0 0 11. z 1/8"=1'0" DRAWN BY: D. GARCIA DESIGNED BY: E. ISAKSON DATE:01/10/14 BACKROUND PLAN PROVIDED BY: ..J013 NUMBER: 7644-1} SHEET FA 04 C S4-2 DD 75Cd J-1 EXISTING OFFIC 2S 4-3 30Cd r EXISTI N OF FIC: C S4-1 15Cd EXISTING OFFICE EXISTI\G OFFICE S4-7 15Cd S DN TO MAIN FLR EY\STING ELECTRICAL ST J RAC E EXIT iltt; ELEC.... TICAL /S.JC'RACE o -S E X 15 OF[ S4-8 oi 15Cd EXI SING OFFICE s S4-9 04 15Cd EXISTING OFFIC s S 1 - HSE S4-11 01 15Cd i - s S4-6 95Cd e=11-18 0 -D MM 1-19 Qo D MM 1-20 EXIS-I-ING OPEN OFFICE -XIS T INCA OFF=ICE 2S S4-12 Oa 30Cd EXIST' \G OFFICE S4-5d TING ICE. S4-13 75Cd S4-14 EOL 15Cd S4 EXIS>•I\C OFFICE. // / F -.I MEZZANINE FIRE ALARM PLAN SCALE: 1/8"=1'0" CO y . I FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 0 2 0 DESCRIPTION SHOP DRAWINGS DATE 01/10/14 �CALE: 1/8"=1'0" DRAWN BY: D. GARCIA DESIGNED BY: E. ISAKSON DATE: 01 / 10/ 14 BACKROUND PLAN PROVIDED BY: \J0B NUMBER: 7644-1} Proprietary & Confidential, Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved \F SHEET SECURITY SERVICE 841 P❑WELL AVE. SW SUITE 101 RENT❑N, WA 98055 (206) 624-3103 FAX: (206) 654-2189 LEGEND O DUCT DETECTOR cu EXISTING VISTA 100 CONTROL let FLOOR PLAN OFFICE OFFICE OFFICE TELCO LINE RJ38X CONN BLOCK VSTA 100 NOTICE A completed, signed, Tukwila Fire artment Pre-test Certificate must b to the Inspector prior to Commencement of Acceptance Testing o `any Fire Alarm and Detection Systems. Failure of test will result in $40 Re- spection Fee and termination of testing. RECEPTION TO CONTROL PANEL IN COPY MACHINE ROOM ON 1st FLOOR TO CENTRAL STATI❑N OFFICE OFFICE RISER DIAGRAM cr; 0 t0 0 M 01 1- 0 a 0 (DI MEZZANINE FLOOR PLAN Mar 06, 2003- 12:50pm G: Without Comments As Noted In Red Per The Attached Letter These plan have been reviewed by The Tukwila Fire Prevention .Bv:resiu for conformance with current city standar;. :';r,:pt nce is subject to errors and not authorize violations of adopted standards ono r races. The responsibility for the adegt. cv of +.:11 i jnnc i s totally with the designer. Additi- ",.+i ti`` ns or revisions ,'o these drawings after this c. ._!, i;ir> acceptance and will require a resut;r:... r3vised drawings for subsequent approval. -W -+ Fmepti✓.nce is subject to field test and inspection by he 'i ukwila Fire Prevention Bureau. :3/It/2 By: CSC £ Revision/Issue REPRESENTATIVE: Tony Puetz CHECKED BY: — CHECKED BY DATE: — APPROVED BY: — APPROVED BY DATE: — 350 TRECK DR 03-F-046 'UKWILA FIRE DEPARTMENT `Please call: 575-4407 and give this job ID No.4'3— %..0�6 '. -ar and exact address for shut MAR - 7 2003 down or restoration approval.y 22 Y ��aa Project Sheet ADT— 1 Dot° 03.06.03 spa. AS—SHOWN G cu VISTA 100 CONTROL PANEL ® SMOKE DETECTORS P761)(- Sino�c�s 1175 OFFICE OFFICE OFFICE FROM CONTROL PANEL IN COPY MACHINE ROOM ON FIRST FLOOR. r RECEPTI❑N STOR. OFFICE OFFICE OFFICES PAYROLL OFFICE �F L/A\I\F 3/32=1'-0' FL R DL A\ TO CENTRAL STATION TELCO LINE RJ38X CONN BLOCK EXISTING SPRINKLER DEVICES ON FIRST FLOOR DETECTORS ON FIRST FLOOR VIST/l 13C 120 VAC RISE R NEW DEVICES TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 032, and exact address for shut down or restoration approval, Without Comments As Noted !n Red Per The Attached Letter These pians have been reviewed by The Tukwila Fire Pr-evention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violatv.. adopted standards and ordinances, Ti:c res'":!nsii'✓ '< ':l for t c adequacy of de ' i,rt rests to :i. }. :Additions, deletions or revisions to tip(' .:3 drawing cj rte %i :., after l this date will void this acceptance and Vjiil FaRl r : 'resubmittal of revised drawings for.v.:bscciijent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 2-1 4�` ' ByS (0 DRAWN BY: D. LEE DATE: 1-26-99 CHECKED DATE SCALE: 3/32=1'-0" APPROVED DATE LEE ESTEP DINIUS SECURITY SERVICES 841 P❑WELL AVE SW RENTON WA 98055 x:206) 624-3103 FAX: 623-3269 SHEET TITLE A A MADD T REVISIONS NO. DATE DESCRIPTION SHEET 350 TRECK DR 99-F-038 1 1 JAN 2.7 1999 L, �.JJJ WAREHOUSE REMOTE AREA: 4550. .1.3• OVER THE MOST REMOTE SQUARE FEET PER: d�c� mow 44 by t�2 0 at- 0 q -U ©(0-0 0 41-4 0 2. a -7—C) es -P )--Z ( o -p \S'ht\lG m S 8 2t -o a 1 1 4.1.45 O' q -o R-0 Oi t�� l�z Q fq O r9 -U6® Olt l� DA®�BI`1 Va. et -0 1 4-a 0-0-22-434-( `i -o �5 O 3-o3V 1. sa O/ q -o 9-0 � 9-c' ® 044 6/ 0 30 ( k - LINE -Irk f4: \.-tlV ES bt2 n -lea.\ -\0h) 4 Il11tJ SLOW . d 1L ,c .0 k 1a -to cos 01. I/2 q -o q -a I'% 1-O et-o 'b 9 ) • ..A t�- q -o 9 \list q-0 9 -Q 35 I t'4 1 qro �'4 lk q -b g-0 L. kv 11- 1-"Z 1-1 Z -P- )— — N ( 00 r • /4 tl 111 11 c) 0 pp. -se es=.Ise=f? se es = .5 - Y32= t -o 44. GENERAL NOTES: 1. ALL PIPING TO BE INSTALLED PER NFPA 13 AND CITY OF TUKWILA REQUIREMENTS. 2. MATERIAL TO BE BLACK STEEL SCHEDULE 40, FOR THE LINES, AND BLACK THINWALL SCIL 10 FOR SIZES 2Yi " AND ABOVE.tos 3. CALCULATIONS FOR THE OFFICE ADDITION ARE PER FOR ORDINARY HAZARD GROUP I WITH A DENSITY OF .13 OVER THE MOST REMOTE 3o OSQUARE FEET. (L►..i,Ttroc- bc 4. CALCULATIONS FOR THE WAREHOUSE AND tIACKFLOW ADDITION ARE .3O sfto 5, / / , / @ CN'Ec.r..vA‘.vE. Z w - C SLEEVE PIU VD\Lvm o"YV\ te! tiers Wood Joist or Beam WOOD Swivel Ring TO STOP SLIDE SHOW AT ANYTIME, PRESS CTRL -C THEN TO RETURN TO DIRECTIONS, TYPE: REGEN CETE/WOOD GERMATE © 1995 ELCO Simplify Threaded Rod Anchoring with the Elco Textron HangerMate® Threaded Rod Anchoring System Attaching threaded rod and components to metal, masonry or wood to support fire sprinklers, piping (up to three inch dia.), cable, lighting, HVAC/R systems and the like has always been tedious, labor-intensive and time-consuming — until now. PULLOUT TESTING IN WOOD SPECIFIC GRAVITY .586 HANGERMATE EMBEDMENT DEPTH 1-3/4" AVERAGE PULLOUT VALUE 2,300 lbs. CD nritiveh.c ALL V w l s VOILA FIRE DEPARTMENT, Please \ce L 575-4407 l b 44407 and give No. _1sz-S and xortraddress sto atbon approval. shut- down AC `r TFD BY s 5'S tVEY1NC AND SLATfLE, yiA tli.Si t h. r, quir,ments 01 this 1lurea.o (.r c'.a c hnnges or additions as r rcor m c t ' i ; ix.proved rates ownp ane nor t $^ ; ..tru on and occupancy final acceptance. cernrnents relate exclusively to the. roes: J 0 .°1 • -I:Lc: "Si N - 1 B 1 2. 0 t••• y 212. \- '0-0 '3)..LIT's '6 YSLLr 'e'r—lt-v \) 0 kl..) ,LZt, Qa. 1.1Eysi tpse 2'12_ 9 11/2- 4-0 Q -0 = (/,U0/z CyNLZ JP 9 444 1-0 9-o 2-12 10 - 4:7,OO - ryp F. G. S-T.4;AS -C24t-.$17Q1?-"Gte 0\ c 11' 0 • q -1 0 1'4 0 • 8 - aEL0c.va-r6- _F;R€ ItoSE T To; Lr_r_ 2.: ij. t73 -.711-- 8-s cp • '3-M6 2-1Du 24-0 •Ex15-1-thifr, -r Ao IA s -T. 2- V-1 Or:SR, o- 22(At3 0 2- 2- _L. uNCli .Roo • (Th Vet4vE No _ AMA' ""_.7-e:PLALE 24- 0 - I I 0 z3- 0 .5• /. Exis_ING e ro • /.ovie-a. 0 EFic.&- •e AF"' Isay16--F e3 GN.7r. rrc, LA-- pp•Let visc -ro --Dev TtA istax(_SAE Soo° CIV TR,•• cc" : o N.r 5. ACCEPTED BY SURVEYING AND Rf.rjM SEATTLE, WASH/K:11A • - ,-,..;,lirements of this Bureau tsr charges or additions asrenr.-c-rF:r:r..:1 i,Tiproved rates. Acceptance apples •-•-•-'-izrat:on and occupancy shown there -on. Finisi.-ed final acceptance. comments relate exclusively to the relative • Co insurance re.e.s as determined c:: -!•:r . C/A with and et7...,,,sd t•;,• • ,• - c :,•:••••.:r•••••••.•-•..-. • - t._,AlaTIALL____2.." -bay v,4 e AFF 0 - N 00„, Inc4b (14:: •77 391-07-36460-p rve ;1‘;"-- '.1"-\1 Pt OF .5..)%t•APA,‘.."-.e. 54.1,Q01- t4rki Cts -SSP t2L G --s JT -L G-Ztk.3-Z; 5505P '1,.\.0•1-..w, 1\0....‘,..ykt,.1v..)\---.1.--t-S \55 e 30 2.3 3_ 3 50tiEt JJ t Lot 0 . ---21-e SCALE tkotok..,1 DATE: ‘C) -Z \ APPROVED BY: \ - Cla\-***Itl* —7S„55 5c..)t),—A-tt 2.52- 8,17..-1.z22- rAz-iks\-- So 3 2. DRAWN BY REVISED . - - 1 ti I 1 ick t ft • I )/A 11'12— i V -z_ 1:. ...,,....,. vip '1 r 4 -.1""41t (DI • 4.:<. ' -.. -2-‘0.1" ' I 04... ..... . 11 9 -I .. ___.. .....__. . ... ! ..,k-••• ,.,, --..-..--. . ,..„\ .„... ..... Fo. _ , . _ .. . _ , 1 . .. -.-- ... . • ). - 7 1 --,1!41..._..1 ' 1 ......; ' — __N ..___ 0 FIC -e. ''.. %AI -11,6110 t4 ' — . _ ......._______-_-_,.......-., EtAirivE.. iNeztk , r 1 V.--..„, , 1 • 12 1 112 .. . . .. ... , , 1/2 --::-„v.„ • 1 .1---.. ...... ... ..... . 1 i . _ .,. . . 0111 ' - -..-- - . - - - I ;„,‘ 149) / .k1_,r : ........1,,T171.0.. -= ----- 1 1 . . . —.---r--- 1=-'—' .„ 1, ......... ......... = — ......--,---__ ....... --,-..........4._ -....,- 1.0...."=.0 L ...----+---- ... '...... • -I:Lc: "Si N - 1 B 1 2. 0 t••• y 212. \- '0-0 '3)..LIT's '6 YSLLr 'e'r—lt-v \) 0 kl..) ,LZt, Qa. 1.1Eysi tpse 2'12_ 9 11/2- 4-0 Q -0 = (/,U0/z CyNLZ JP 9 444 1-0 9-o 2-12 10 - 4:7,OO - ryp F. G. S-T.4;AS -C24t-.$17Q1?-"Gte 0\ c 11' 0 • q -1 0 1'4 0 • 8 - aEL0c.va-r6- _F;R€ ItoSE T To; Lr_r_ 2.: ij. t73 -.711-- 8-s cp • '3-M6 2-1Du 24-0 •Ex15-1-thifr, -r Ao IA s -T. 2- V-1 Or:SR, o- 22(At3 0 2- 2- _L. uNCli .Roo • (Th Vet4vE No _ AMA' ""_.7-e:PLALE 24- 0 - I I 0 z3- 0 .5• /. Exis_ING e ro • /.ovie-a. 0 EFic.&- •e AF"' Isay16--F e3 GN.7r. rrc, LA-- pp•Let visc -ro --Dev TtA istax(_SAE Soo° CIV TR,•• cc" : o N.r 5. ACCEPTED BY SURVEYING AND Rf.rjM SEATTLE, WASH/K:11A • - ,-,..;,lirements of this Bureau tsr charges or additions asrenr.-c-rF:r:r..:1 i,Tiproved rates. Acceptance apples •-•-•-'-izrat:on and occupancy shown there -on. Finisi.-ed final acceptance. comments relate exclusively to the relative • Co insurance re.e.s as determined c:: -!•:r . C/A with and et7...,,,sd t•;,• • ,• - c :,•:••••.:r•••••••.•-•..-. • - t._,AlaTIALL____2.." -bay v,4 e AFF 0 - N 00„, Inc4b (14:: •77 391-07-36460-p rve ;1‘;"-- '.1"-\1 Pt OF .5..)%t•APA,‘.."-.e. 54.1,Q01- t4rki Cts -SSP t2L G --s JT -L G-Ztk.3-Z; 5505P '1,.\.0•1-..w, 1\0....‘,..ykt,.1v..)\---.1.--t-S \55 e 30 2.3 3_ 3 50tiEt JJ t Lot 0 . ---21-e SCALE tkotok..,1 DATE: ‘C) -Z \ APPROVED BY: \ - Cla\-***Itl* —7S„55 5c..)t),—A-tt 2.52- 8,17..-1.z22- rAz-iks\-- So 3 2. DRAWN BY REVISED 4 h a Sel 42. a as 4 4 at f Fixes€ ry.` EXL77/A 414 Q F- — 4k7 CXA SS sexk i L1X Tll /7 S /A/ 1.01.1)F2. --- .01.1X r 0 PP - i 0, V tf4P 1 f { 3t NP -11)4"2 72'6 PLYi, U X// CY J lc/1)02.. &it"X574 fWOM) PLOi2 9-0 nrpi/J6 PZ/RI NEW 61074C135 ON Mg23f3L1/1,1G� �YJ171l1E6T CDlllF12, QP ,t3Lfc.5 ,05G • r t abansoseassaaPana z Z T°e 9f - I 0 _t_ ,ar arta. ti -,— of - APPROVED A The drawings affixed hereto have been; reviewed and accepted as meeting or exceedirg minimum requirements of the City of Tukwila Fire Dept Bureau of Fire" Prevention Additions or revisions to these drawings after this date shalt not be construed as being approved •r revieyved CITY OF T WILA BUREAU OF FIRE PREVENTION &alga awe a mama — - esa sa.; .— - V /f4 0 74" LI BG//JO SPX GA1tJ Z 6 hV FL 2 AU. T1) BE IN r9C6,914 0 411/7l1 Washington Surveying & Rating Bureau ALP tt A /3 i A/D C/T�/ az '�J�LR,1E[ PLAN REVIEWED AS NOTED SEATTLE WASH S 4 8o All comments approvals and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates They are not to be construed as bearing In any way upon the question of whether due care has been exercised with respect to possible liability for personal injury or damage to property It is recognized that haiards which may resdlt in loss still exist 350 TRECK DR a 80-S-1041 } 'Oa 1Q4..k.:15 fta' 4 iQ u& .� p+7rq�u rT ry yn al! r J Ja r. d f Y °1 r 1i t 1 k 4 P Y ff 1 r N fi } I 1 11 1 2 3 5 rI 7 E3 9 10 11 12 4.1444 r I 0 1 HNwwx w}' w..e VE AB NOTE The drawings aflixcd heretoD have been reviewed and accepted as meeting or exceeding minimum requirement of the City of Tukwila Fire Dept , Bureau of Fiia Prevention Additions ii thior revisions te shall not be drawings after construed as beIng approved or r tow JM1 19 1979 CITY OF TUK BUREAU OF FIRE P EVENTION 1.4-94104-1 t* i s ✓t`r tit Tom' r A { \/ 1 IU rx <404 Mf \//h ►3l.Li ' *40 r C Ir t.l l T I,1a0 r1 y, r.,r.»w.wwwwww• wwwwwwrr we Wee. weiow 0 IV -4444 *A 2. { +• "a4.11.11(... serry 011= ‘441° lee e'en 114 f) ( C I4 . w, Anr 1 l4 C„r T 1,4r C41105•4rZ 'vl✓", d Z•"Y NtC. iw 1 41 1), ( 444." 4f Re) L f rs s VIM. /.. V l.r el,- \ IE k r I 11 k 461 F,\T £4.1,4 lel / * to EOM INt.3 N~-. 4.1 fd S . .. w« tom M -w- �A. . w ..0 a4 0 NO- Y b P 44 f + �� 0.4141M1 pry r(4 44 f brei 4 2,Are t '.. 412 ! i+(� 1 t *cal!, 4,61- 1 la r .,� , _l___ ,t , , a .. _..t, ., r 1„-13.,.,-,. •- - --- -,,�O ' 3 t .-73 t. 7 . . ,�E4, t,, 11 -ow- it, Ii 11 11 r44>er744:4r� hil/' k••••`�`�. 1” l' \+/f 4. fi sr. E 4 t, "454 re' 1{0 1 w,. far ,,1 Ixr 4 441 L P s 1 1 t f 1 i 11,4 C •1 14 r r N 44 v1J c r L PIC, �Jr(l>•k Ir 7 r. 1' r.. +w #.0 wok CALCU1 ATE) SYS 1 ri'I( A1'4Y DEVIATION FROM purls rt ut 1 REQJIRL�/..P1 t 4 L RE ',) -3V IJP �1Y 1i1'tlJt 11.' 1.1,\ll.&,U!A)Int1 ENGINEERED MATERIAL THIS SW NO o -r Si RINI<tERS FT OF CROSS MAINS FT OF BULK MAIRIS FT OF UNDERGROUND NO Or DROPS 350 TRECK DR 78-S-1042 r1✓t lam. L) • r,,^ .i... 11 rlAV-Gtu�' t C 64 i"( 14 '.l _ "1 G l .7 41 t I 1 Ct7'•r' Dt* TL ISt,.'1L/s. 0) 1' "l 1 I J u. 1 (I 1' 1 IMPORTANT IN LOGALIT,ES SUBJECT TO IREEE INp CONDITIONS IT Is TME OWNER s PESPoNstIILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYSTEM AREA* ANO IN ENCLOSURES OR ORY PIPE DELUGE AND OTHER YPES Or VALVE* CONTROLLING WATER SUPPLIES TO IPRINKLIR *lsTEMs ION=REYI*IONsNo ICES RsloNs }ai1 L_1 „MIME IIIIEIIIIII '1111.11111111111111111111.111111111.0111111.11111111111111 1 um isms II III_ 11111111111111=E11111111111 Nall11111111111111 111111111.111111111 JIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIHIIIIIINIIIIIIIIIIIIINIIINIIIIIIIIIIIIIIII 11111 MEM NI in= 11111111111111111111 1111,111111111111111111. PROTECTO4PPAY NOZ ULSIRYRE PROJECTORS SPECIAL PURPOSE SPRINKLERS/NOZZLES ACTUATING DEVICES 111123111=111M1 $V11IOL TYPE sYNSOL11=11 =511 ORIFICE =21111112111121.1112/11 1111.111.111111111011111M111111.1.1111•111.1111111NOMMEMINIIMINNIMI amill11111111111111M iiiiiiiMiniiiiiimmaiMin11111111.1111111111110111111 INIMIIIIIIIIIIIIMOMINIIIMMIIIIIIIIIIIIIIIIIMINIIMMINIMI 1111111111111111IMM TOTAL TOTALiiii TOTAL OM TOTAL 1 5 4 4 1 7 SYMILQ SYSTEM WET? GRINNELL FIRE PROTECTION DIVISION GENERAL OFFICES PROVIDENCE RHODE ISLAND TOTAL u9,3 T d P3 THESE PLANS PREPARED SY -r- ENGINEERING DEPARTMENT PATE .Z ..7 CONTRAC. WITH i 1 L 4.,a - C i "► I '/ f a Irl r43''S. rtf T,4 .1�/x+�i a /K4". Tr L. L %.,s!` may. ILP { 1 1 ' ( i HAZARD 14) 'R ("q w ws r o' F 2.. r) c, C., I a "s rw f' 1 f F S R- `x, c, M C. t TA ,"1 r rw M1 °PAWING PO Ie r con *AC 71 NU 19 11 1 .. 4. 1. 1-4 4.L Y .4, S G t 4 7 Mr { 41111111114104 1 E F Y' Y H J 4 11 1 Y • M I Y F T 414 1,64 TIl N P r„, 1 4,11 Iwll h f C ? 1r0 414. aaly 4.4444 • Aft .44.44414.41.144 44.44.04.4444a• IIL we • 4 4 • PI 3 :TEC (or Al:1'4.1'7;n Pliv/91.:Kt" • IL • 4.14.4.1 Lissit. Z 0414 • • • • • • • • • r • c. • L • 113 4404 *4444 r11.4.14 NOS, fct • • 4.444 4.444444.40.4, a Ta 111 it tt- 0 0 J • • • 41.4 DC C4.1`41 154,Pf 1440 e BoB an, aan 0- 03 r • J1) .13 • 0— J • • - • • 444 44.44 4.44 4444 af 441.1. 1.4 3o 0- • • • r 111N -G T Cx 0 • 44-4 1,141114 44.44.114* IMPORTANT 1rki LOCALITIES SUSJECT TO FREIE IN42 CONDITIONS IT IS THE OWNER /1 TommouomouT WET rum SPRINKLER SYSTEM AREAS AND IN ENCLOSURES roll, DRY mem DELUGE AND OTHER TYPES. OF VALVES CONTROLL/NG WATER SUPPLIES TO SPRINKLER SYSTEMS 1 41 V' b44 P4 32 DATE vr • 4 o r -1 • 41 • 4 14' 114 rap scsirserase.m..7 4 411 Cof 1:301.1 itts 1141 - c. I N1 • • • 4 13,-10 r • 014- 44 Ae lot 303 44 gr 4.04 .4444. map 4444 44444,4 4444444.444.44.444 ItevisioNs 4444.4.4444.41.4.04 BY NO DATE REVIIIIONS SY CALCULATED SYSTEM ANY DEVIATION FROM PLANS WILL ROM. C0PLITE REVIEW PROTECTOSPRAY NOZ -0- "'X' TYPE TEMP 4 • 41 1)0 4 Li.) -<:(47'..3 `71:4-°;714.;):4? 114 • wi • to • 144, • 4 • 14 • • sto MULSIFYRE PROJECTORS • SPECIAL PURPOSE SPRINKLERS/NOZZLES 444. 44.444 • 404 fr • • 40.4 • ACTUATING DEVICES • AING ORIFICE OUANT TYPC SYMIDOL QUA NT TYPE SYMBOL-, TEMP ORIFICE QUANT TYPE SYMOOL TEMP STYLE QUANT TYPE 41 I -414 wwoo 414.11 4.4 4.4444 41. If 44, 5 44 • 1. 1-4 r 41,1 • /4 14 It • 0101010114 SPRINKLERS ; TEMP QUANT JO 1 • IV • 1 11 • • TOTAL 6 TOTAL + 4444 t• TOTAL w TOTAL It • AS NOTCD The drawings alit teJ 1rreto have been thawings after this dmte shall not be construed as being appoved or rem d CITY OF TUKWILA BUREAU OF FIRE PREVENTION 350 TRECK DR SYSTEM WIET osy 0 0 FOAM PRIMAC FIRE PROTECTION DIVISION GENERAL. OFFICES PROVIDENCE, RHODE ISLAND THESE PLANS PREPARED BY • ENGINEERING DEPARTMENT; DATE „ • • • CONTRACT NAME • SCALE r .10.141 DRAWN IllYt CHECIelt 414 PROJECT INO HAZARD ; FILE NO r 44 444 511.04440 .14 Ji44 8 ttl ti Ft 41 41 It 11411. • 10 • ALA km ttal • 41 441 t, • } r A 113 C D 0 ;1r r s F 1 2 1411, .O. 3 11 4 NIA., $ 14 G. .,,.....-.6,. 5 r r f 1 6 >h H 1'41. d2.• 0 117- oL T`� 10-1. *Ai 13 O PY.1 + ,-I,rQ. f4 X' 1404.0. t- / 1k1 --I b 4 ,. 0 1 H #.1.1.41 *G Ilse C 04601.4 00 40. } 1 - , 4 —+ 1 --r * • r rek 4 f 1 0 14-4 A 1(0 Tr ol' fur,. ciri- rZs1 sacs i4.L.1l'J'--�f,tse f q 'co D 1<t. rx v sc. Tzc�a I?r,�c 1 41 I -I ,ice, GCS 4I• lel -. i-"..1 Ac-taylxc J TkP{4t•t.. L r u `n -0 -r-yusr► rt ter h i i 11 t., Y 3 y T Cz ik G� B c c 'r`J '{M f 4"1 z 3t .4r F r 14, „I Q ..W �..�- ' f y Ww 14. k 4k3 S ' 0 4:)...,...:4, +..w.� , S t t L 6 c)-4 ► A. } o T Gr 1 rrc Ci+r I 0 't Gr 41.4 frV 1til D M 44 loge '° II i tl Ft2G l6r9It fr.••�G.K. f ',� 1 t .;# � 11 "ti el' q i Ya "MN Pei& 1 �� Co ru�r.r' pct r 1 II �6�� �I ,. 00 0. r- 1 r —4 _x •--^- - .fi- a a 1~t-- te- - r7 fr-x1C v 4+, i Yt a 1111 Y } 9 I t It 11 11 II 11 N II 4! II- «tz. V'', t4 2 1Z, r * A 14" a% O PuR,..1 M } 'S G► 04 're- 44, I 6 7 3 s. 4 A. 0 0400. -, .. .. z e3144^,. 641 4) ..- -.,.4'. 4. w.. -4 1 0 CALCU1 SYSTEM ANY DEVIATION FROM PLANS WILL REQUIRE CO,00PL TE REVIEYv OF IIYDrAULIG CA CULATIONNS { l }� r ter } h 4 fr C.0 Prt t, c4f070". C1444- t.Lfa;.W14-144444444 it , aC> C t a/ I N Sk 1414. VA 'TAN P Ft> aiklre'- ►»-t ► 7 . R 1 g ret 3 - X'1 & 't -c. ITN 4 keef 9 1 10 t 4 I ► IP 4,11 %-! 11Al 1'1 4 .44 .J 4) 10-46. Tok,OPIH4rer 100.011—.); ► .44 re 440 1 400 4,010 12„ 107 P 1.4 TVA .44 wurAllommo APPR VED Th drawing affixed h reto have been reviewed and accepted as meeting or exd dits„ minim= r go foments of the drawings after this data -hall not be con trued as being approved or reviewed CITY OP TUK BUREAU OF FIRE PREN,ENTION 4v? 011:6 BASED UPON INFORMATION SHOWN SUBJECT TO INSPECTION AND TEST FOR INSURANCE COVERAGE ONLY DATE OCT 2 9 1974B HEREON El IN LETTER DATED FACTORY INSURANCE ASSOCIATION a. 44 0 A ere er )14 4 40404114 IMPORTANT iN LoCALIT ES su 'net TO IP 111 ING CONDITIONS IT IS TP *WREN 1 SYSTEM ARE ANC; 44 ENCLOSURES TYPES or VALVES CONTROLLING. WATER SUPPLIES TO 1015 NKLER SYSTEMS 0 11 PROTECTOSPRAY NOZ ',HO,- 'X' TY Pe TEMP ptr OR FICE QUA MULSIFYRE PROJECTORS IA OL SPECIAL PURPOSE SPRINKLERS/NOZZLES M SOL YPE ACTUATING DEVICES ser SPRINKLERS Q AN 0404 4.4 )10 1 5 TOTAL 7 TOTAL 4 4r TOTAL TOTA 4,1 7 41 MP 9 SYSTEM 0 LUGE 1.1 PRE FOAM LL FIRE PROTECTION DIVISION GENERAL OFFICES PROVIDENCE RHODE ISLAND CONTRACT NAME 4,000 THESE PLANS PREPARED BY ENGINEERING DEPARTMENT E,01t4e.Tr Orf 44 NO PROJEcT P40 HAZARD 1 pima so 10 11 12 DRAWING NO,e,4 CONTRACT NO 4- Jit q.r. 'e'""Oer.r. m+rawn 1 4 2 71,1 17 or r 4,4 i -44 1 3 4 5 7 8 ,,T' (If ,1 s 4 1 1 t 1 t t' l t 0 { ,.._. elem.. N IP P J 1 4 t • G 4 4 a 3 Id 4 re ..'f 'P+. 1 n .v. },. T •) y. dg -•d J41 -,OP Cm -4 } { ti ww4 arci LA.t.4Ca L4r4� Iddr 1 rl 1 eel f 4 1 1 T 4 "� 4, P 0141 -( ; ; Qf 4- t t, at 4 1 1 1 1' r k '1 r 4 4, 4 a 4, S` 4 { 10 t4 11 1 a `' �" • a + art„ . h,.. • � � t P 12 tk 4 t 1 l r, ;, P it � ,r } 'Z' dm f rr 1 4 i 4 4 1 4 r fel acz (g9 rbr. GIs ova dC r 4t 4 1 4 s fr k 1 APPR 1.11:4dIT zk g10 Dd: hu tbf P t 041 Add 161 CITY OF TUI 14 LA BUREAU OF FIRE PREVENTION BASED UPON IN FORMATION SHOWN 1 1 erc 4 1' eA 01,4,4 SUBJECT TO INSPECTION AND TEST FOR INSURANCE COVERAGE ONLY AND SUBJECT TO ANY CHANGES NOTED CI HEREON ID IN LETTER DATED FACTORY INSURANCE ASSOCIATION HARTFORD CHICAGO f ISCO HARTFOR CONN 1,4 FIRE, P OTECTION DIVISION GENERAL OF ICES P OV PENCE trIODE ISLAND tt— A idr 4 12