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Home My WebLink AboutPP - 4320 S 131ST PL - NORMED - PERMITS AND PLANS4320 S 131STPL ASSOCIATED PERMITS 07-F-060 14-S-028 13-S-115 07-S-036 4tet Jsr 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** PAID ICc_.. FES — X014 TUKWILA FIRE King Co. Assessor's Tax No.: 734`IZ0 - Oct't Site Address: �7 7 j Gl c` -,-n-1 13( 1– F Tenant Name: Suite Number: 1 0 0 Floor: Z_ 1?r_vP€11-1-,-( Qi1j-€.7R- Pc-Ticr v New Tenant? ❑ - Yes (k No Property Owner's Name: 1000-4'0‘4k- 4 w Ar ) QTh) Mailing Address: O . N 'X- 3(044- <-76.44.41(e- City (04 4 - City CONTACT PERSON -if there are questions about the submittal. Name: 1�aa! t t?x W�c °9 -1Z44 - State Zip Day Telephone: 705"2+ - Z (N -S Company Name: ;F�--("t c-� ` RAE. moo LT"1orV Mailing Address: E-mail Address: •C .lt O rr€ P frP - -° 1'5 322 Sv- ?Asko vJA, a1�cu-z City State Zip Fax Number:2'yr3 ^ Lo'F (v - 5 zZZ Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 1( 11 (o • on Scope of Work (please provide detailed information): A7c 7 -D . oPS G�it tic rVGI 4 ' A)Pct — LA�IE�JQ'. 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. OR AUTHORIZED AGENT: Date: s//4' Print Name: 1 1 to FOX Day Telephone: Z �3 Z.`l3 — 5-""/ S S Plan Permit App.doc 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: 4's ZO S, Tenant Name: MO L Property Owner's Name: 00 R._ -i « 15 P�. King Co. Assessor's Tax No.: -73 4 l 2 00 O s c1 lZ4 Al F-rAi Suite Number: Floor: 64-00b NEr7 "Fcl New Tenant? Q• Yes al- No Mailing Address: PO NIX 3G 44 i S i; A- �/ „✓ A q to 12. 4 City State Zip CONTACT PERSON -if there are questions about the submittal. Tel) 1 e l) •ELN) Day Telephone: 2-b fio . z 3 , Z 1 $ Company Name: g --c4-1 X12- C o Mailing Address: e s. 2_06, ' S / "fir �A 0 3 Z-- City State Zip E-mail Address: ) LG✓t i 0 ,. i' CO C P"t' c-fii • Fax Number: 7S 9 Z - -7 Z � vow Valuation of Project (contractor's bid price): $ 1- i 3 ¢ S 622 - Scope of Work (please provide detailed information): O D 1 F v( k i- ✓JP S�ST Pe & TrN4CV—( ^14- L-14 1/4ILiNG,—.0 PERMIT APPLICATION NOTES /u Ez"/ bJ 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: e Date: 4 - 24- -1 2r Print Name: 114 CO P v /1--C s(DO -r\) Day Telephone: 21 (o ` 21 3 -7) j 4 -- Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Belfor Property Restoration 4320 S 131St PI Permit No.: 14-S-028 Date: February 14, 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'/z 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). • 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. • 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. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Normed 4320 S 131St PI Permit No.: 13-S-115 Date: May 20, 2013 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 7-02, 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). • 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. • 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. All code references are NFPA 13, 2010 Edition. • FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Normed Warehouse 4640 S 131St PI Permit No.: 07-S-036 Date: February 7, 2007 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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 20' 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. • 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. Alan Metzler - Bette Calculations Normed.xls Project Name: New Normed Warehouse Panel number, Panel location: Bosch Addressable D7024 (warehouse) Device name & Part number: Supv. MA Total MA Alarm MA Total MA Quantity Each Supv. Each Alarm Bosch FACP D7024 1 200 200 380 380 Bosch Smoke Detector D7050 1 55 55 55 55 System Sensor Horn/Strobes 8 0 201 1608 Bosch Manual Pulls D7045 7 55 385 55 385 Bosch Annunciator D7036 1 80 80 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u u u otal Supervisory Current In milliamperes MA) 720 Total Alarm Current 2528 Battery used: Total Supervisory Current Total Alarm Current 720 2528 17489.824 (MA) (MA) X X 24 0.083 hours hours Supervisory and Alarm Total: A Hours X 1.3 (30% erating factor) [2736.771 A Hours X .001 Altronix 12ah (4 -Total) *Note: 5 minutes = .083 hours 10minutes = 0.186 hours 15 minutes = 0.25 hours 20 minutes = 0.333 hours (MA) 17280 209.824 17489.824 ?2736.7712 22.73677 MA Hours MA Hours MA Hours Total MA Hours Ampere hours battery standby required rated at: 24Arep hours R5EP DIAGKAM F K: New //oriec Wrti e- `i3IO S. (31- N. Tactoik 901(8 FPUU - No(n Sr& &cot l(ofz FRA --> £A�-0, Loop {ZTH c;P 60140 rearmi F Seismic Bracing Calculations - Project: Norrned Contractor. Archer Construction Address:: 4320 S 131st PI. Address:: 7855 South 206th St Kent, WA 98032 Tukwila, WA 98124 . Phone: (253) 872-7222 FAX (253) 872-7277 Brace Information Seismic Brace Attachments ' Length of Brace: 11'-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1% Make: Tolco Inc Model: (Fig. 980) Universal Swivel Sway Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating: 19551b 71/4oz Angle of Brace: 45° Min. from Vertical Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.54" Make: Tolco Inc Model: (Fig. 1000) "Fast Clamp" Sway Brace UR Value:' 245 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 14251b Ooz Maximum Horizontal Load: 10441b Ooz Seismic Brace Assembly Detail Fastener Information (Provide Detail On Plans) Orientation of Connecting Surface: Special 'Fast Fastener Construction Type: Steel (Fig. 1000) Clamp' Sway Bran Attachment Tolco 825 (Fig. 980) Universal Swirl Sway Type: Tolco 825 Brace Attachment Bar Joist Attachment 1 Y. Pipe, Schedule 40 0Brace Maximum Load: 1425lb Ooz Identification IV Tiber. S2 (to be shown on plan) Lateral Brace Diameter Description Unit Quantity Quantity Unit Weight Wp Total Weight 3 Pipe, Schedule 10 30'-O 30'-0 71b 15oz 0.7 166Ib 13oz Total Weight 1661b 13oz Fp x 1.15 191Ib 13%oz to .BAF•4 , Oit fowAs ` �... 40c.-1 lioC 4P4, 32668 , tL'.r.'?� -� iir t" /STE* ] s'ONAL VICI 1444,10 oe�" I. EXPIRES 4 / 9 / /S J ® M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 4/24/201310:58:43AM Page 1 Seismic Bracing Calculations Project: Normed Contractor. Archer Construction Address:: 4320 S 131st PI. Address:: 7855 South 206th St Kent, WA 98032 Tukwila, WA 98124 Phone: (253) 872-7222 FAX: (253) 872-7277 Seismic Brace Assembly Detail Seismic Brace Attachments Length of Brace: 11'-0 Structure Attachment Fitting or Tension -only Bracing System Diameter of Brace: 1'/4 . Make: Tolco Inc Model: (Fig. 980) Universal Swivel Sway Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2765Ib Ooz Adjusted Load Rating:19551b 7%oz Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.54" Make: Tolco Inc Model: (Fig. 4L) "In Line" Sway Brace • UR Value:' 245 Listed Load Rating: 2015Ib Ooz Adjusted Load Rating:14251b O1Aoz Maximum Horizontal Load: 10441b Ooz Seismic Brace Assembly Detail Fastener Information (Provide Detail On Plans) Orientation of Connecting Surface: Special Line Sway Braes 4 Fastener Construction Type: Steel Tolco 825 Altachmant \(Fig- 980) Unknorsd Swivel Sway \a Madame Type: Tolco 825 / 1% Pipe, Schedule 40 Bar Joist Attachment C:1 Maximum Load: 1425lb Ooz Brace Identification NumberS1 II ' (to be shown on plan) Longitudinal Brace Diameter Description Unit Quantity Quantity Unit Weight Wp Total Weight 3 Pipe, Schedule 10 30'-0 30'-0 71b 15oz 0.7 166Ib 13oz Total Weight 168Ib 13oz Fp x 1.15 191Ib 131/4oz O� WA .y�l11e 4/ 0 G i !�� ✓� .7ce O 'i��,/�32... 4v s`ONAL 'g,,,,e CeptiC'y� r �41 o`'teit 3 '�L . b 4� 11-i_vti •41, -.06, 0 a se t'' si:e le< '`:y 'O8b Deeembe� . 1 EXPIRES 4/9//5 i ® M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 4/24/201310:58:43AM Page 2 Seismic Bracing Calculations Project Norrned Contractor. Archer Construction Address:: 4320 S 131st P1. Address:: 7855 South 206th St Kent, WA 98032 Tukwila, WA 98124 Phone: (253) 872-7222 FAX: (253) 872-7277 Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension -only Bracing System Diameter of Brace: 1 Make: Tolco Inc Model: (Fig. 980) Universal Swivel Sway Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2765lb Ooz Adjusted Load Rating:1955lb 7%oz Angle of Brace: 45° Min. from Vertical Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42" Make: Tolco Inc Model: (Fig. 4L) "In Line" Sway Brace L/R Value:' 200 Listed Load Rating: 2015Ib Ooz Adjusted Load Rating: 14251b 0'%oz Maximum Horizontal Load: 17351b Ooz Seismic Brace Assembly Detail Fastener Information (Provide Detail On Plans) Orientation of Connecting Surface: NFPA Type "H" G 14 x 8 Lag Bok Fastener Construction Type: Wood (Fig. 41) "In Lina' Sway Brace Attachment (Fig. 980) Universal Swivel Sway Brace Attachment Type: Lag Bal Size: '/4 X 6 Iy 1 Pipe, Schedule 40 0 Maximum Load: 2301b Ooz 111 Brace Identification Number. WI s (to be shown on plan) E Longitudinal Brace Diameter Description Un t Quantity Quantity Unit Weight Wp Total Weight 3 Pipe, Schedule. 10 30'-0 30'-0 7Ib 15oz 0.7 1661b 12%oz Total Weight 1661b 12'%oz Fp x 1.15 1911b 131/4oz 9 3. `'4i ss.Vir ow t ,,,./6p NI .4v ` 4 'P 32668 7g° iS�• t" �O/STE ' ss'ONAL T'�G tae' 4 C, 4041 or „ A1%f �� ,, I. ,ry�f4 eels D e`e®bel 1 EXPIRES 4 / 9 / tS 1 ® M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 4/24/201310:30:13AM Page 1 Job Number: S13:1030 Re ort Description: Ordinary Group I - Roof Level Pendents .....,. Job Number S13-030 Design Engineer Ted Queen Job Name: Normed StateCertificationAjcense Number Address 1 4320 S 131st Pl. AHJ Address 2 Tukwila, WA 98124 Job Site/Building Address 3 Drawing Name Normed Above Mezz S13-029. cad .yitem,s.' - ; _. „.' - - -,. Fi-iiiiiito Are0iy.;7: • ,,,,-..• , '4:7: -,, !,-.: -:- . : -.,•• .,- •,....... :, • . ;.:.-,‘ ,•,•:••• Most Demanding Demanding SonnIder Data 11.2 K -Factor 49.00 at 19.141 Occupancy Ordinary Group I - Roof Level Pende Job Suffix rlpse Allowance At Source 250.00 Density 0.150gpm/ft2 Area of Application 1500.00ft2 (Actual 1625.93ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 13 Coverage Per Spnnlder 324.00ft2 ., • it. IOC * e.* e Catific Are V. • e .le .p. l 0 0 ‘7D 4 4.0. c, .s•Iik ..e im-4 111 v, Th X 305e0 -49 •!R )0MTVIVIWIIIIII.C41... IW..iww.7110.111:--1M1111116.— 1.... . 4 I -.,1 i' C.' N _leo` IN' e/io, ekVon Spciu— 0 • Total Hose Streams 250.00 System Flow Demand 611.30 Total Water Required (Including Hose Allowance) 861.30 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Groundtb 19.40 between nodes 252 and 203 eel* rough De4_ Maximum Velocity Under Ground 3.55 between nodes 1 and 32 Volume capacity of Wet Pipes 1660.16gal Volume capacity of Dry Pipes , -iieS.-:.e.,.. ' - ';.,,,..:.: - • -°.,!:', :, , -,T:',!"-i;':':','.•.,;',.::.'s i C .--.,.., ,,' . '7. --:',.,',.. ..' .: ', - :,' 1, "' - - ' Node Hose Flow Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 120.000 20.000 I 4915.00 116.012 I 861.30 96.830 19.182 .BA ,...-„, r•I .....40 1 • .! ..., ::- /4k4:4 e::?4, 4)AN 2 •.i., • '''' t4`GisTS* cl-••• ,, t%4 •-• , ("AL .4.. EXPIRES 4 / 9 /./.- ---• ---„, :•=••: ..••: 4 4,, • 4,,,...•,„,„ •:-.,r4,.,..:,,,,,_ , =:-:,.„.1., c• • , - •. •- ,,,.., :...A.r4,4..,;,• . , : , .. ...:..,.1.,:,-.,.... • : •••,,:‘ i..4%,„ .„1,, - 4 ...:•:, 4'i, -'-., .5.,:','i,';' -:V''',`,.,:•,' .. :'.V.-'-'1,c:7-.,*-,,t:' ' - ',",'';f:'t7'.:" -.. ,,,,, Contractor Number 22 Contact Name Contact The Name at Contractor. Archer Construction Phone (253) 872-7222 Extension Address 1 7855 South 206th St FAX (253) 872-7277 Address 2 Kent, WA 98032 E-mail Address 3 Web -Site M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 04/24/2013 7:24:55AM Page 1 Job Number: S13-030 Report Description: Ordinary Group I - Roof Level Pendents Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 201 51.47 49.00 11.2 21.118 Sprinkler 202 51.58 49.00 11.2 21.206 Sprinkler 203 52.26 49.00 11.2 21.768 Sprinkler 204 52.15 49.00 11.2 21.681 Sprinkler 205 51.27 49.00 11.2 20.953 Sprinkler 206 51.36 49.00 11.2 21.028 Sprinkler 207 38.59 19.50 5.6 47.491 Sprinkler 208 51.86 49.00 11.2 21.442 4) Sprinkler 209 49.00 49.00 11.2 19.141 Sprinkler 210 49.02 49.00 11.2 19.153 Sprinkler 211 37.08 19.50 5.6 43.839 Sprinkler 212 37.47 19.50 5.6 44.768 Sprinkler 213 38.21 19.50 5.6 46.547 Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/24/2013 7:24:59AM Page 2 Job Number: S13-030 Report Description: Ordinary Group I - Roof Level Pendents Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm)I 1 -4'-0 S 96.830 611.3C 201 20'-2 Spr(-21.118), fd(54'-0) 21.118 51.47 202 20'-2 Spr(-21.206), fd(54'-0) 21.206 51.58 203 20'-2 Spr(-21.768), fd(54'-0) 21.768 52.26 204 20'-2 Spr(-21.681), fd(54'-0) 21.681 52.15 205 20'-2 Spr(-20.953), fd(54'-0) 20.953 51.27 206 20'-2 Spr(-21.028), fd(54'-0) 21.028 51.36 207 20'-2 Spr(-47.491), fd(39'-0) 47.491 38.5 208 20'-2 Spr(-21.442), fd(54'-0) 21.442 51.8 209 20'-2 Spr(-19.141), fd(54'-0) 19.141 49.00 210 20'-2 Spr(-19.153), fd(54'-0) 19.153 49.02 211 20'-2 Spr(-43.839), fd(39'-0) 43.839 37.08 212 20'-2 Spr(-44.768), fd(39'-0) 44.768 37.47 213 20'-2 Spr(-46.547), fd(39'-0) 46.547 38.2" 31 19'-1 80.837 32 -0'-0 93.966 33 3'-0 BFP(-4.298) 92.587 251 22'-1 mecT(5'-0) 70.446 252 22-1 mecT(5'-0) 70.716 253 20'-7 P0(12'-3'/2) 79.155 254 22'-1 T(12' -3'/z) 70.814 255 22'-1 mecT(5'-0) 70.077 256 22'-1 mecT(5'-0) 69.798 257 20'-7 P0(12'-31/2) 79.168 258 22-41/2 T(12-31/2) 71.581 259 22-41/2 mecT(5'-0) 69.778 260 22-4'/z mecT(5'-0) 69.280 261 22-4% mecT(5'-0) 68.296 262 22-41/2 mecT(5'-0) 68.063 263 20'-7 P0(12'-3%) 79.224 264 22'-8% T(12'-31/2) 70.193 265 22'-8'/2 mecT(5'-0) 67.011 266 22'-8'/2 mecT(5'-0) 64.601 267 22'-8'/2 mecT(5'-0) 63.269 268 22'-8'/2 mecT(5'-0) 62.834 269 22'-81/2 mecT(5'-0) 62.672 ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/24/2013 7:25:00AM Page 3 111 Job Number: S13-030 Report Description: Ordinary Group I - Roof Level Pendents Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings a. Route 1 BL 1.0490 49.00 18.19 120 0.682872 2'-41/2 Pf 44.633 209 20'-2 49.00 11.2 19.141 Sprinkler, 63'-0 Pe -1.102 269 22'-81/2 62.672 2E(2'-0), mecT(5'-0), fd(54'-0) 65'-4% Pv CM 2.1570 49.00 4.30 120 0.020402 7'-111/2 Pf 0.162 269 22'-81/2 62.672 Pe 268 22'-81/2 62.834 7.-11% Pv CM 2.1570 98.02 8.61 120 0.073569 5'-11 Pf 0.435 268 22'-81/2 49.02 62.834 Flow (q) from Route 2 Pe 267 22'-81/2 63.269 5'-11 Pv CM 2.1570 135.09 11.86 120 0.133191 10'-0 Pf 1.332 267 22'-81/2 37.08 63.269 Flow (q) from Route 10 Pe 266 22'-81/2 64.601 10'-0 Pv CM 2.1570 172.56 15.15 120 0.209485 11'-6 Pf 2.410 266 22'-81/2 37.47 64.601 Flow (q) from Route 11 Pe 265 22'-81/2 67.011 11'-6 Pv CM 2.1570 210.77 18.51 120 0.303280 10'-6 Pf 3.182 265 22'-81/2 38.21 67.011 Flow (q) from Route 12 Pe 264 22'-81/2 70.193 10'-6 Pv RN 2.1570 210.77 18.51 120 0.303280 2'-11/2 Pf 8.109 264 22'-81/2 70.193 T(12-31/2) 24'-71/2 Pe 0.921 263 20'-7 79.224 P0(12'-31/2) 26-9 Pv CM 6.3570 611.30 6.18 120 0.011256 42'-1 Pf 0.963 263 20'-7 400.53 79.224 Flow (q) from Route 3 42'- Pe 0.650 31 19'-1 80.837 2fE(12'-7), E(17-7) 85'- Pv CM 8.2490 611.30 3.67 120 0.003165 27-9% Pf 4.777 31 19'-1 80.837 123'-4 Pe 6.973 33 3'-0 92.587 4E(21'-11/2), ALV(34'-01/2), PIV(4'-81/2), BFP(-4.298) 151'-1% Pv CM 8.3290 611.30 3.60 150 0.001998 6'-2'/ Pf 0.079 33 3'-0 92.587 33'-5% Pe 1.301 32 -0'-0 93.966 E(33'-51/2) 39'-8 Pv UG 8.3900 611.30 3.55 140 0.002191 423'-11 Pf 1.130 32 -0'-0 93.966 Supply, 91'-7% Pe 1.734 1 -4'-0 96.830 3E(30'-6%), S 515'-6% Pv 250.00 Hose Allowance At Source 1 861.30 as Route 2 BL 1.0490 49.02 18.20 120 0.683267 2'-6'/ Pf 44.783 210 20'-2 49.02 11.2 19.153 Sprinkler, 63'-0 Pe -1.102 268 22'-81/z 62.834 2E(2'-0), mecT(5'-0), fd(54'-0) 65'-6% Pv a Route 3 BL 1.0490 51.27 19.03 120 0.742474 1'-• Pf 48.067 205 20'-2 51.27 11.2 20.953 Sprinkler, 63'-4 Pe -0.957 262 22'-41/2 68.063 2E(2'-0), mecT(5'-0), fd(54'-0) 64'-• Pv CM 2.1570 51.27 4.50 120 0.022182 10'-: Pf 0.233 262 22'-41/2 68.063 Pe 261 22'-41/2 68.296 10'-: Pv CM 2.1570 102.63 9.01 120 0.080099 12'-3'/. Pf 0.984 261 22'-41/2 51.36 68.296 Flow (q) from Route 4 Pe 260 22'-41/2 69.280 12'-3'/ Pv CM 2.1570 141.22 12.40 120 0.144576 3'-51/ Pf 0.498 260 22'-41/2 69.280 Pe 259 22'-4% 69.778 3'-5Y.. Pv CM 2.1570 193.08 16.95 120 0.257878 7'-• Pf 1.804 259 22'-41/2 51.86 69.778 Flow (q) from Route 7 Pe 258 22'-41/2 71.581 7'-' Pv RN 2.1570 193.08 16.95 120 0.257878 1'-91/. Pf 6.809 258 22'-41/2 71.581 T(12'-3%) 24-71/. Pe 0.777 257 20'-7 79.168 P0(12'-31/2) 26'- Pv CM 6.3570 400.53 4.05 120 0.005149 10'-11'/. Pf 0.056 257 20'-7 207.45 79.168 Flow (q) from Route 5 Pe 263 20'-7 79.224 10'-11'/. Pv v Route 4 BL 1.0490 51.36 19.07 120 0.744923 1'-9 Pf 48.226 206 20'-2 51.36 11.2 21.028 Sprinkler, 63'-0 Pe -0.957 261 22'-41/2 68.296 2E(2'-0), mecT(5'-0), fd(54'-0) 64'-9 Pv ii Route 5 BL 1.0490 51.47 19.11 120 0.747874 3'-21/2 Pf 49.511 201 20'-2 51.47 11.2 21.118 Sprinkler, . 63'-0 Pe -0.831 256 22'-1 69.798 2E(2'-0), mecT(5'-0), fd(54'-0) 66-21/2 Pv © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/24/2013 7:25:02AM Page 4 Job Number: S13-030 Report Description: Ordinary Group I - Roof Level Pendents Diameter Flow Velocity HWC Friction Loss Pipe Type Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM Length Eq. Length Total Length Pressure Summary 2.1570 51.47 4.52 120 0.022344 256 22-1 69.798. 255 22'-1 70.077 12'-6 12'-6 CM 2.1570 103.04 9.05 120 0.080704 255 22-1 51.58 70.077 Flow (q) from Route 6 254 22'-1 70.814 9'-1'/ Pf 0.279 Pe Pv Pf 0.736 Pe Pv RN 2.1570 207.45 18.21 120 0.294506 254 253 20'-7 22'-1 104.41 70.814 Flow (q) from Route 8 79.155 P0(12'-372) 1'-6 24'-71/ 26'-1'/2 Pf 7.691 Pe 0.650 Pv CM 6.3570 207.45 2.10 120 0.001524 253 20'-7 79.155 257 20'-7 79.168 8'-5'/2 8'-51/2 Pf 0.013 Pe Pv Sao Route 6 EL 1.0490 51.58 19.15 120 0.750761 202 20'-2 51.58 11.2 21.206 Sprinkler, 255 22-1 70.077 2E(2-0), mecT(5'-0), fd(54'-0) 3'-2% Pf 49.703 63'-0 Pe -0.831 66'-2% Pv - Route 7 BL 1.0490 51.86 19.25 120 0.758485 208 20'-2 51.86 11.2 21.442 Sprinkler, 259 22'-4% 69.778 2E(2'-0), mecT(5'-0), fd(54'-0) 2-0 63'-0 65'-0 Pf 49.293 Pe -0.957 Pv • Route 8 BL 1.0490 52.15 19.36 120 0.766321 204 20'-2 52.15 11.2 21.681 Sprinkler, 251 22'-1 70.446 2E(2'-0), mecT(5'-0), fd(54'-0) 1'-8Y Pf 49.596 63'-0 Pe -0.831 64'-8'/2 Pv CM 2.1570 52.15 4.58 120 0.022895 251 22'-1 70.446 252 22'-1 70.716 11'-9'/2 11'-g% Pf 0.270 Pe Pv CM 2.1570 104.41 9.17 120 0.082688 252 254 22-1 52.26 70.716 Flow (q) from Route 9 22-1 70.814 1'-2 1'-2 Pf 0.098 Pe Pv a Route 9 1.0490 52.26 19.40 120 0.769155 BL 203 20'-2 52.26 11.2 21.768 Sprinkler, 252 22-1 70.716 2E(2'-0), mecT(5'-0), fd(54'-0) 1'-8'/2 63'-0 64-8% Pf 49.779 Pe -0.831 Pv GD Route 10 BL 1.0490 37.08 13.76 120 0.407702 211 20'-2 37.08 5.6 43.839 Sprinkler, 267 22'-8'/2 63.269 2E(2'-0), mecT(5'-0), fd(39'-0) 2'-41/2 48'-0 50'-41/2 Pf 20.532 Pe -1.102 Pv Route 11 BL 1.0490 37.47 13.91 120 0.415692 212 20'-2 37.47 5.6 44.768 Sprinkler, 64.601 2E(2'-0), mecT(5'-0), fd(39'-0) 266 22-8% 2-4% 48'-0 50'-4% Pf 20.935 Pe -1.102 Pv Gib Route 12 1.0490 38.21 14.18 120 0.430950 BL 213 20'-2 38.21 5.6 46.547 Sprinkler, 67.011 2E(2'-0), mecT(5'-0), fd(39'-0) 265 22-8% 2'-0% 48'-0 50'-0% Pf 21.566 Pe -1.102 Pv • Route 13 BL 1.0490 38.59 14.33 120 0.439024 207 20'-2 38.59 5.6 47.491 Sprinkler, 260 22-4% 69.280 2E(2'-0), mecT(5'-0), fd(39'-0) 3'-10 48'-0 51'-10 Pf 22.747 Pe -0.957 Pv e Jodi Actual Inside Diameter \ Schedule 40 Steel Pipe Inside Diameter 4.87 I\ = Factor 41. Value Of C Multiplying Factor 100. 130 140 150 0.713 1.16 1.33 1.51 M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/24/2013 7:25:02AM Page 5 111 Job Number: S13-030 Report Description: Ordinary Group I - Roof Level Pendents Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream AO BL CM DN DR DY FM FR MS OR RN SP ST UG Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary ip fiype Lj n Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Row Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points E Velocity pressure at a point in a pipe EE Eel Ee2 fd FDC fE fEE fig FN fT g GloV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/24/2013 7:25:02AM Page 6 • Job Number: S13-030 Report Description: Ordinary Group I - Roof Level Pendents Supply at Node 1 150 135 -Static Pressure 120.000 120 105 611.30 • 861.30 @ 96.830 with hose streams 90 _ .U) _ o. - ai 75 - ln — w _ fl.) - 60 - System demand curve 45 30 - - 4915.00 @ 20.000 15 lifILIIIII I II 111111 11 I) 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I t I I I I I i I I I I 111111111 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 0 0500 1000 1500 2000 2500 3000 3500 4000 Water flow, gpm 4500 5000 Hydraulic Graph Supply at Node 1 Static Pressure 120.000 Residual Pressure 20.000 @ 4915.00 Available Pressure at Time of Test 116.012 @ 861.30 System Demand 96.830 @ 611.30 System Demand (Including Hose Allowance at Source) 96.830 @ 861.30 ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/24/2013 7:25:04AM Page 7 Job Number: 1 Re ort Description: OrdinaryGroup I - Undermezzanine .,,:: , ' ::''...7:, .,,,,,..,: . ,..,,,.-, ..::n ,I'l, ,:. il,k,'..,,i:-,,,' Job Number.. k-23- t9-0 Design Engineer Job Name:_ , N o g -M E, Slate Cerdfication/License Number Address 1 AJ -IJ Address 2 Job Site/Building Address 3 Drawing Name Normed Under Mezz S13-029 COORD.cad SYstor#T;, ,',<, 7.:.' ' ' '''l r'S.,7' .- :::.' '.;•1 ' .:, _ ,,,.4.,.. , - - , - ;.„ :I.-. : , ,:„-: .gernat Most Demanding Spnnider Data 11.2 K -Factor 49.00 at 19.141 Occupancy Ordinary Group I - Undermezzanine Job Suffix Hose Allowance At Source 250.00 Density 0.150gpm/ft2 Area of Application 1500.00ft2 (Actual 1599.77ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 14 Coverage Pm Sprinkler 324.00ft' .0,0„ lee. *sic 9 4,certincale • . I • . ii:-• .,.... - ' dit , g .1 A.,. 0 1. .4'4. 01, ... %• WeCti011 $901- rOUgh De'lg • Total Hose Streams 250.00 System Flow Demand 641.74 Total Water Required (Including Hose All owanc0 891.74 NiSki1111.1r11 Pressure Unbelen. In Loops 0.000 Maximum Velocity Above Ground 26.26 between nodes 9 and 10 Ma'am urn Velocity Under Ground 3.72 between nodes 1 and 32 Volume capacity of Wet Pipes 1440.33gal Volume capacity of Dry Pipes •e' 7k%'...1, -"„it- ,::.. , „ ,. :$.400 :`0',,'::1i4:5:::; -.:,::,,,;,ii . ,.i:;;,',-,',-, ,, '-';'ff,•,-0,,iiiiii,11,..„.4-, .' ;41::1:.:7,-„,,,:.,;:tiF ' .t.„-;'' :„;- * '4 -:' ::J: 1 :- Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available © Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 120.000 20.000 I 4915.00 115.748 I 891.74 105.341 10.406 ..c% I. BA4 4‘v VVA Sic/ + 40,4t* 01 ii , 4 • 1.,1 ... •,-, v...\ . o v e : ?,' '''' „.....(0 _44.7 .4*• +4, 3 68 L4/ , 4 SC/ 11I.I4'cIV 4 n.fr _ I EXPIRES 4 / 9 / l_s"--- -•.,---',- -* ., . :3.'..2.7.5',,,:--,,-,: „,:--_1,iv?r.,,x1z,411:zin...:7,,,14fiz.2,,,,,.-... ', . - ' -r4 '.f ,-T-..,i ':-, ';.-. -',,,,, • "4, ,-- " . ... -... , 1-- -,.•- , -,,,,,,,,,,,,, „ ,-3,4,,i,:y:..?-:;;;Ae.:.,,,,e.-,- .,-, s.,i,„%g,,,T,i,..-,,,,-. ,, .....,,,I._,Azz4„4.;‘,,,,,,,:.,„...i.;.,, i,gal.x..w.,.1 . Contractor Number Contact Name Contact lltle Name of Contractor Phone Extension Address 1 FAX ' Address 2 E-mail Address 3 Web -Site M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/22/2013 3:28:57PM Page 1 Job Number: 1 Report Description: Ordinary Group I - Undermezzanine Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 101 33.13 19.50 5.6 35.009 Sprinkler 102 33.22 19.50 5.6 35.184 Sprinkler 103 55.35 49.00 11.2 24.421 Sprinkler 104 49.29 49.00 11.2 19.368 Sprinkler 105 30.13 19.50 5.6 28.944 Sprinkler 106 32.97 19.50 5.6 34.668 Sprinkler 107 34.11 19.50 5.6 37.092 Sprinkler 108 35.37 19.50 5.6 39.887 * Sprinkler 109 49.00 49.00 11.2 19.141 Sprinkler 110 49.60 49.00 11.2 19.612 Sprinkler 111 52.32 49.00 11.2 21.826 Sprinkler 112 62.26 49.00 11.2 30.899 Sprinkler 113 62.89 49.00 11.2 31.526 Sprinkler 114 62.11 49.00 11.2 30.752 4> Most Demanding Sprinkler Data �M, © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/22/2013 3:29:00PM Page 2 Job Number: 1 Report Description: Ordinary Group I - Undermezzanine Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 S 105.341 641.74 101 8'-0 Spr(-35.009), fd(39'-0) 35.009 33.13 102 8'-0 Spr(-35.184), fd(39'-0) 35.184 33.22 103 8'-0 Spr(-24.421), fd(23'-0) 24.421 55.35 104 8'-0 Spr(-19.368), fd(23'-0) 19.368 49.25 105 8'-0 Spr(-28.944), fd(39'-0) 28.944 30.13 106 8'-0 Spr(-34.668), fd(24'-0) 34.668 32.97 107 8'-0 Spr(-37.092),-fd(24'-0) 37.092 34.1' 108 8'-0 Spr(-39.887), fd(24'-0) 39.887 35.37 109 9'-0 Spr(-19.141), fd(23'-0) 19.141 49.0C 110 9'-0 Spr(-19.612), fd(23'-0) 19.612 49.6C 111 9'-0 Spr(-21.826), fd(23'-0) 21.826 52.32 112 9'-0 Spr(-30.899), fd(23'-0) 30.899 62.2E 113 9'-0 Spr(-31.526), fd(23'-0) 31.526 62.85, 114 9'-0 Spr(-30.752), fd(23'-0) 30.752 62.1' 5 9'-71/2 P0(5'-0) 51.011 6 9'-71/2 P0(5'-0) 50.111 7 9'-71/2 P0(5'-0) 49.863 8 9'-71/2 P0(9'-11) 60.833 9 9'-772 P0(9'-11) 60.855 10 9'-71/2 P0(5'-0) 51.502 11 9'-71/2 P0(5'-0) 47.470 12 9'-71/2 P0(5'-0) 44.375 13 9'-7% P0(5'-0) 42.084 14 9'-7'/2 P0(5'-0) 41.276 15 9'-71/2 E(2'-0) 40.424 16 9'-71/2 P0(9'-11) 61.627 17 10'-21/2 E(4.-11%) 55.619 18 9'-6 E(2'-0) 41.432 19 10'-21/2 P0(5'-0) 45.526 20 9'-6 E(2'-0) 37.350 21 10'-21/2 P0(5'-0) 41.030 22 9'-6 E(2'-0) 36.480 23 10'-21/2 P0(5'-0) 40.071 24 9'-7'/2 P0(9'-11) 63.361 25 9'-7'/2 P0(5'-0) 62.109 26 9'-7% P0(9'-11) 70.128 27 10'-2% E(4'-11%) 65.814 28 10'-2% P0(5'-0) 62.763 29 10'-21/2 P0(5'-0) 61.339 30 20'-7 P0(20'-2) 87.508 31 19'-1 89.251 32 -0'-0 102.372 33 3'-0 BFP(-4.237) 100.984 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/22/2013 3:29:02PM Page 3 Job Number: 1 Report Description: Ordinary Group I - Undermezzanine Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ats Route BL 1.0490 49.00 18.19 120 0.682872 O'-8|6 Pf 17.556 109 S''O 49.00 11.2 19.141 Sprinkler, 25-0 Pe -0.217 22 3'-6 88.480 E(Z-0),fd(23'-0) 25-8% Pv DR 1.0490 49.00 18.19 120 0.682872 0'-81/2 Pf 3.8e8 22 8''8 30.480 5''0Pn'0.307 23 10''2}f 40.071 P0(5'0) 5''81/2P, BL 1.8820 49.00 7.08 120 0.068508 14'-0 Pf 0.959 23 10''2}6 40.071 Pe 21 10'-2|6 41.030 14''0Pv EL 1.6820 98.60 14.24 120 0249774 18'-0 Pf 4.496 21 10%2% 49.80 41.030 Flow (q) from Route 3 Pe 19 10.-2% 45.526 18'-0Pv BL 1.6820 150.92 21.79 120 0.5*9011 13'-5 Pf 0.093 19 10.-2% 52.32 45.526 Flow(q) from Route 4 4'-11|6Pn 17 10.-2% 55.09 E(4'-11}) 18�4BPv RN 1.6820 150.92 21.79 120 0.549011 0'-7 Pf 5.755 17 10'-21/2 55.619 9'-11 Pe 0.253 16 3%7% 61.627 P0(9'-11) 10%5Pv CM 3.2500 454.49 17.47 120 0.16050 10.-3% Pf 1.734 16 9%7% 503.58 61.627 Flow (q) from Route 2 Pe 24 9-71/2 63.361 10%3% Pv CM 3.2600 516.74 19.86 120 0.213227 12'41 Pf 6.767 24 9,-7% 62.26 6I361 Flow (q) from Route 7 15-10 Pe 26 9.-7% 70.128 2E(9'-5) 51'-9Pv CM 3.2600 641.74 24.67 120 0318344 30'-6% Pf 22128 26 9�7% 125.00 70.128 Flow (q) from Route 6 38-11% Pe '4.748 30 20.-7 87.508 es(9'-5). P0(20.'2) 6e.-6pv CM 5.3570 641.74 6.49 120 0.012315 36.-1% Pf 1.095 30 20'-7 87.508 52''9%Pe0.648 31 19''1 89251 3E(17'-7) 88''11|6Pv CM 8.2490 641./4 3.85 120 0.003483 2T-9% Pf 4.761 31 19''1 09.251 123'-4 Pe 6.e73 33 3.-0 100.984 4E(21.-11/2).ALV(34'-01/2). 151''1%Pv EFP(-4.237) CM 8.3290 641.74 3.78 150 0.002188 6.-2% Pf 0.087 33 n'* 100.984 33'-5% Pe 1.301 32 'U'~O 102.372 E(33''5}8 us''aPv UG 8.3900 641.74 3J2 140 0.002387 423''11 Pf 1.236 32 -U-Q 102.372 Supply, 91.-71/2 Pe 1.734 1 4.-0 105.341 3E(30'-6%). S 515-6% Pv 250.00 Hose Allowance At Source 1 891.74 iaw Route 2 BL 1.0490 49.29 18.30 120 0.6e0384 2.-9 Pf 22.612 104 a''o 49.2e 11.2 19.368 Sprinkler, 30.-0 Pe '0.704 14 8�7% 41.276 E(Z-0).P0(5-0.fd(23'-0). 3Z'9Pv BL 1.6e20 49.29 7.12 120 0.069262 11'-8 Pf 0.808 14 9''7% 41.276 Pe 13 91_7% 42.084 11.'8Pv BL 1.6820 79.42 11.47 120 0.167393 15-8 Pf 2.291 13 e-71/2 30.13 42.084 Flow (q) from Route 9 Pe 12 9'-7% +4.375 13.-8Pv BL 1.6820 112.3e 1e.23 120 0.318225 9%8% Pf 3.096 12 9.-71/2 32.97 44.375 Flow (q) from Route 10 Pe 11 9.-7% 47.470 9%8%pv BL 1.6820 14e.50 21.15 120 0.5195e2 T-9 Pf 4.032 11 s' -r% 34.11 47.470 Flow (q) from Route 13 Pe 10 914% 51.*02 r'sPv BL 1.6820 181.86 26.26 120 0.775197 2'-2 Pf 9.352 10 9.-7% 51.502 g-11 Pe 0.000 9 9'-7% 60.855 PO(g-11) 12.-1P" CM 3.2600 303.56 11a7 120 0.0796e7 9'-8 P, 0.772 9 g-71/2 121.70 60.855 Flow (q) from Route 5 Pe 16 g-7% e1.627 9' -op" 6m Route 3 BL 1.0490 49.60 18.41 120 0.6e8405 u'-a��p, 17.95* 110 e�'o 49a0 11.2 1e.612 Sprinkler, 25-0 Pe '0.217 20 e -s 37.350 E(2.-0), fd(23'-0) 2e'-8uPv DR 1.0490 49.60 18.41 120 0.6e8405 0%8% Pf 3.987 20 s'~o5-0.307 37.350 Pe 'o 21 10'-2% 41.030 P0(5-0) 5-8% Pv M.E.P.CAD, Inc. 04/22/2013 3:29:04 age 111 Job Number: 1 Report Description: Ordinary Group I - Undermezzanine Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 4 BL 1.0490 52.32 19.42 120 0.771038 0'-81/2 25-0 25-81/2 Pf Pe Pv 19.823 -0.217 111 18 9'-0 9'-6 52.32 11.2 21.826 41.432 Sprinkler, E(2'-0), fd(23'-0) DR 1.0490 52.32 19.42 120 0.771038 fl' -8'/z 5-0 5'-81/2 Pf Pe Pv 4.401 -0.307 18 19 9'-6 10'-21/2 41.432 45.526 P0(5-0) iiir Route 5 BL 1.0490 55.35 20.55 120 0.855481 1'-11 30'-0 31'-11 Pf Pe Pv 27.295 -0.704 103 5 8'-0 9'-71/2 55.35 11.2 24.421 51.011 Sprinkler, E(2'-0), P0(5-0), fd(23'-0) BL 1.6820 121.70 17.57 120 0.368690 11'-91/ 14'-10 26'-71/ Pf Pe Pv 9.821 5 8 9-71/2 9'-7% 66.35 51.011 60.833 Flow (q) from Route 11 2LtE(2'-5Y2), P0(9.-11) CM 3.2600 121.70 4.68 120 0.014691 1'-6 1'-6 Pf Pe Pv 0.022 8 9 9'-7% 9'-71/2 60.833 60.855 �a Route 6 BL 1.0490 62.11 23.06 120 1.058792 0'-81/2 30'-0 30'-8% Pf Pe Pv 32.535 -0.524 114 28 9'-0 10'-21/2 62.11 11.2 30.752 62.763 Sprinkler, E(2'-0), P0(5-0), fd(23'-0) BL 1.6820 125.00 18.05 120 0.387376 2'-11 4'-11% 7'-10% Pf Pe Pv 3.051 28 27 10'-21/2 10'-2% 62.89 62.763 65.814 Flow (q) from Route 8 E(4'-11 %) RN 1.6820 125.00 18.05 120 0.387376 0'-7 9'-11 10'-6 Pf Pe Pv 4.061 0.253 27 26 10'-21/2 9'-71/2 65.814 70.128 P0(9'-11) Route 7 BL 1.0490 62.26 23.11 120 1.063487 1'-7 28'-0 29'-7 Pf Pe Pv 31.481 -0.271 112 25 9'-0 9'-7/ 62.26 11.2 30.899 62.109 Sprinkler, P0(5'-0), fd(23'-0) BL 1.6820 62.26 8.99 120 0.106693 1'-10 9'-11 11'-9 Pf Pe Pv 1.252 25 24 9'-7Yz 9'-7% 62.109 63.361 P0(9.-11) iii Route 8 DY 1.0490 62.89 23.35 120 1.083437 0'-0 28'-0 28'-0 Pf Pe Pv 30.336 -0.524 113 29 9'-0 10'-2% 62.89 11.2 31.526 61.339 Sprinkler, P0(5-0), fd(23'-0) BL 1.6820 62.89 9.08 120 0.108695 13'-1 13'-1 Pf Pe Pv 1.424 29 28 10'-2/ 10'-2Yz 61.339 62.763 Gib Route 9 DR 1.0490 30.13 11.18 120 0.277696 0'-101/ 43'-0 43'-10% Pf Pe Pv 12.184 -0.704 105 15 8'-0 9'-7% 30.13 5.6 28.944 40.424 Sprinkler, 2E(2'-0), fd(39'-0) BL 1.0490 30.13 11.18 120 0.277696 0.-111/2 5'-0 5.-11% Pf Pe Pv 1.660 -0.000 15 13 9'-7Yz 9'-7% 40.424 42.084 P0(5-0) Route 10 BL 1.0490 32.97 12.24 120 0.328138 0'-8% 31'-0 31'-8% Pf Pe Pv 10.411 -0.704 106 12 8'-0 9'-7% 32.97 5.6 34.668 44.375 Sprinkler, E(2'-0), P0(5-0), fd(24'-0) Route 11 BL 1.0490 33.13 12.30 120 0.331121 1'-0 46'-0 47'-0 Pf Pe Pv 15.559 -0.704 101 7 8'-0 9'-71/2 33.13 5.6 35.009 49.863 Sprinkler, E(2-0), P0(5'-0), fd(39'-0) BL 1.6820 33.13 4.78 120 0.033219 7'-5% 7'-5% Pf Pe Pv 0.248 7 6 9'-7% 9'-7^/z 49.863 50.111 BL 1.6820 66.35 9.58 120 0.120033 7'-6 7'-6 Pf Pe Pv 0.900 6 5 9'-7Yz 9'-7/ 33.22 50.111 51.011 Flow (q) from Route 12 Go Route 12 BL 1.0490 33.22 12.33 120 0.332657 1'-0 46'-0 47'-0 Pf Pe Pv 15.631 -0.704 102 6 8'-0 9'-7% 33.22 5.6 35.184 50.111 Sprinkler, E(2'-0), P0(5-0), fd(39'-0) Route 13 BL 1.0490 34.11 12.66 120 0.349308 0'-8%z 31'-0 31'-8Yz Pf Pe Pv 11.083 -0.704 107 11 8'-0 9'-7% 34.11 5.6 37.092 47.470 Sprinkler, E(2'-0), P0(5-0), fd(24'-0) 4 Route 14 ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/22/2013 3:29:04PM Page 5 Job Number: 1 Report Description: Ordinary Group I - Undermezzanine Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.0490 35.37 13.13 120 0.373585 1'-111/ 31'-0 32'-111/ Pf 12.320 Pe -0.704 Pv 108 8'-0 35.37 5.6 39.887 Sprinkler, 10 9'-71/2 51.502 E(2'-0), P0(5'-0), fd(24'-0) gaivaie.. Pipe torr�.af laives:,aIft. V .� l ti' inlyf), .. 1tVatt hdo lid=:, Actual Inside Diameter ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter )4.87 =Factor ;.... Pip "ype.::egerid._ . = . traits Legend: Ptiiiigs Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between DPV Dry Pipe Valve ST Stand Pipe points Pe Pressure due to elevation difference between indicated E 90° Elbow UG Underground points Pv Velocity at a in a EE 45° Elbow pressure point pipe Eel 111/4° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr - Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap L © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/22/2013 3:29:04PM Page 6 1 Supply at Node 1 Job Number: 1 Report Description: Ordinary Group I - Undermezzanine IJu 135 30 120 -Static 05 641 Pressure 74 @ 105.341 120.000 1 90 I 891.74 with hose streams 2 75 60 45 System demand curve J 5 4915.00 @ 20.000 1111 051111111111 11111 1 1 1 1 I11111111 111111111 11 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. 00 1500 Hydraulic Graph Supply at Node 1 Static: Pressure 120.000 2500 3000 3500 Water flow, gpm 4000 4500 5000 Residual: Pressure 20.000 @ 4915.00 Available Pressure at Time of Test 115.748 @ 891.74 System Demand 105.341 @ 641.74 System Demand (Including Hose Allowance et Source( 105.341 @ 891.74 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 04/22/2013 3:31:51 PM Page 7 tqca Technical Services 800-381-9312 +1-401-781-8220 www.tyco-fire.com Series EC -11 & EC -14 — 11.2 and 14.0 K -factor Extended Coverage (Light and Ordinary Hazard) Upright, Pendent, and Recessed Pendent Sprinklers General Description The TYCO Series EC -11 and EC -14 Extended Coverage Upright and Pendent Sprinklers are decorative glass bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accor- dance with standard installation rules (for example, NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers used in ordinary hazard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. The Series EC -11 and EC -14 Sprinklers feature a UL and C -UL Listing that permits their use with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific appli- cation listing for use under concrete tees. The Series EC -11 and EC -14 Extended Coverage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprin- klers. These tests have shown that the protection provided is equal to or more effective than standard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP700 for the `INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers passed standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity should be consid- ered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE The Series EC -11 and EC -14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protection Association, in addition to the standards of any author- ities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Numbers (SINS) TY5137 - Upright, 11.2K (Y523 ) Pendent, 11.2K TY6137 - Upright, 14.0K TY6237 - Pendent,14.0K TY5137 is a redesignation G1894, and S2510. TY5237 is a redesignation G1893, and S2511. TY6137 is a redesignation G1896, and S2610. TY6237 is a redesignation G1895, and S2611. for C5137, for C5237, for C6137, for C6237, FEBRUARY 2012 TFP220 ,ZW,10,0Z P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC - STEEL - COPPER HANGER SIZE - SYSTEM PIPE: 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - cu mans 203 - EX 4231, EX 2551 FUNCTION - Support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13, 13R and 13D on and CPVC manufacturers instructions. Install on vertical mounting surface. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw- no pre -drill. 3/4" - 2" Copper pipe - #905 screw - no pre -drill. --� 3/4" - 2" Steel pipe - 1/4"xl 1/2" lag screw - no pre -drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON #905 screw included - 5/16" hex head. ORDERING - Part # and pipe size. Stabilize - Only Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products whcn used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non AFCONproducts have been, or are used. 3/08 T.O INCORPORATED CORONA, CA (909)737-5599 Fig. 130 Beam Clamp With Bolt and Nut Size Range— Fig. 130-1 = TJI 35 Fig. 130-2 = — Fig. 130-3 = TJI 25 Fig. 130-4 = TJI 55 & 65 Fig. 130-5 = TJI 75 Fig. 130-6 = TJI 96 Material—Carbon Steel. Function—Effective and economical method of hanging from "Trus Joist" type beams. Use with Fig. 102 Eye Rod. Approvals— Sizes 1,2, 3, and 4 Underwriters' Laboratories listed in USA (UL) and Canada (cUL) listed through 4" pipe. All Fig. 130 Beam Clamps meet requirements of Factory Mutual Engineering and NFPA #13, through 4" pipe. Finish—Electro-Galvanized. Note—Available in HDG finish or Stainless Steel materials. Order By— Figure number with dash designation and finish or by H&W of beam and finish. 5/24/2001 SIZE A 130- -�- 1 3-1/4 2 3-1/2 3 3-1/4 4 3-1/2 5* 3-5/8 6* 4-1/2 BEAM DIMENSIONS H W 1-1/2 2-5/16 1-3/4 2-1/2 1-1/2 1-3/4 1-1/2 3-1/2 1-3/4 3-1/2 2-1/2 3-7/8 APPROX. WT/100 65 70 58 83 86 101 *Larger bolts and I -rods are required for 5 and 6" pipe sizes. -88- TOLCO a brand of NIBCDI Revision 8/30/2002 (Vt® Component of State of California OSHPD Approved Seismic Restraints System Fig. 825 Bar Joist Sway Brace Attachment Size Range — One size accommodates all TOLCOTm Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2,015 Lbs. Material — Carbon Steel. Function — *To attach sway and hanger assemblies bracing to steel bar joist structural members. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA #13 indicates the importance of concentric loading of connections and fasteners. Permits secure non friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by State of California Office of Statewide Health Planning and Development (OSHPD). Important Structural Note — The TOLCO Fig. 825 has significant UL established design loads, however, structural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be within 6 inches of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span. For installations within the center third section of the joist span, use UL Listed TOLCO Fig. 825 A. Finish — Plain, Electro -Galvanized, and HDG. Order By— Figure number, and finish. *Important Note —The Fig. 825 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance the UL Listing requires that the Fig. 825 must be used only with other TOLCO bracing products. Patent #6,098,942 Optional Wood Nailer Shawn Maximum Design Load 2015 Lbs. Weight/100 237.5 Lbs. UL Listed as Hanger Attachment 6" Pipe Max. Bar joist shown attached to venous roof materiels 8' Max Shown with Fig. 980 May pivot in amt direction Fig. 825 SIDE VIEW Fig. 1000 FRONT VIEW • f•J 112' Bolt & Nut Furnished TOP VIEW 34 Main Office/Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92870 • Ph: 909.737.5599 • Fax: 909.737.0330 Distribution Center • 8790 Fruitridge Road • Sacramento, CA 95826 • Ph: 916.388.7800 • Fax: 916.388.1401 Manufacturing Facility • 4851 Homestead Road, Bldg. 118 • Houston, TX 77028 • Ph: 713.672.0058 • Fax: 713.672.0074 www.tolco.com May 15, 2013 David J. Baerman 23208 Florence Acres Rd Monroe, WA 98272 Archer Construction, Inc. 7855 South 206th Street Kent, WA 98032 Subject: Normed 4320 S. 131St Place Tukwila, WA Gentlemen: I have reviewed your sprinkler plans and calculations for this project, and. I have the following comments: Please submit this letter to the approving authorities along with the stamped documents. This project is a tenant improvement in an existing building. A mezzanine is to be built in the southeast corner of the building. There will be new offices with suspended ceilings above and below the mezzanine The mezzanine floor structure is composite wood joists. The existing roof structure appears to be steel trusses with wood purlins. The existing wet -pipe sprinkler system is to be modified and extended to protect the new areas. Part of the existing 6" cross -main is to be raised to clear the new ceiling above the mezzanine. A new 3" cross -main and branch lines under the mezzanine are to be connected to the roof system. A drain valve must be provided for this piping. A variety of sprinkler head types are to be used, including many of the extended -coverage type. Pendent heads have flexible drops. There is an open office area under the mezzanine in which the suspended ceiling is within 6" of the bottom of the joists. There are no sprinklers in this blind space, as allowed by code. The upright sprinkler heads in the existing roof system that are above the new mezzanine ceiling must be of Intermediate temperature rating, according to Paragraph 8.3.2.5 (5) of NFPA 13 (2007 Edition). Page 2 Load calculations have been submitted for the seismic braces on the new 3" main. Lateral bracing for the 3" cross -main has been omitted, as allowed by code when hanger rod length is 6" or less. Hydraulic calculations: Two sets of hydraulic calculations have been submitted. They are based upon a water supply of 120 psi static pressure, and a residual pressure of 20 psi with 4915 gpm flowing. Both sets are designed for a density of .15 gpm per sq. ft. over 1500 sq. ft., as prescribed by code for Ordinary Hazard Group I occupancy. The first set of calculations is for the pendent sprinklers in the area above the mezzanine. The Tyco EC -11 extended -coverage pendent sprinkler heads have been calculated at a discharge of 49 gpm for a maximum spacing of 18 ft. by 18 ft., but they are actually spaced more closely than that. The flexible drops are correctly noted, according to the submittal literature, for their equivalent length of 1" pipe. The system demand is 611 gpm for the sprinklers, plus 250 gpm for outside hose, at a pressure of 97 psi. The safety margin is 19 psi. The second set of calculations is for the pendent heads under the mezzanine. Some EC - 11 heads in this system are spaced at 18' by 18'. They are correctly calculated at 49 gpm discharge. The flexible drops are calculated correctly. The system demand is 642 gpm for the sprinklers, plus 250 gpm for outside hose, at a pressure of 105 psi. The safety margin is 10.4 psi. I must compliment you on the professional quality of these documents. Well done! Thank you for the opportunity to review them. Sincerely, David J. Baerman, P.E. EXPIRES 4/9/ •S { • -i 1 '-/ Hydraulic Summary Job Number: 790223 Report Description: Spec. Warehouse Job; Job Number 790223 Design Engineer S. WASLEY Job Name Stale Certification/License Number NORMED WAREHOUSE WESTESF136QF Address 1 AHJ 4310 SOUTH 131ST PLACE City of Tukwila / WSRB Address 2 Job Site REMOTE AREA #1 City i State I Zip Code TUKWILA WA 1 98124 Drawing Name Sprinkler Drawing -286 SSU.cad System : ; : ,, :`... Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 60.00 at 28.699 Occupancy Spec. Warehouse Hose Allowance At Source 400.00 Density I Area of Application 0.600gpm/ft2 I 2000.00ft2 (Actual 2040.25ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated Coverage Per Sprinkler 21 100.00ft2 Hose At Node 111 100.00 (f 1 S/—elikVir/fflikh. 7 (7427 O► . - . 4Pr, Total Hose Streams 500.00 Sysl Demand -I-_—felaeWater Required (Including Hose Allowance) 1434 00 1834.00,, Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.39 between nodes 101 and 528 Maximum Velocity Under Ground 8.32 between nodes 10 and 20 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 6544.23ga1 Supplies ✓ Hose Flow Static Residual Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 I 400.00 j 130.000 20.000 I 4856.00 111.842 I 1834.00 90.989 I 20.853 Contractor." Contractor Number Contact Name Contact Title 1 Steve Wesley Project Manager Contractor Name Phone Extension Western States Fire Protection 425-881-0100 Address 1 FAX 7102 180th Ave. N.E. 425-881-3030 Address 2 E -mad Suite A-105 steve.wasley@wsfp.us City • State I Zip Code Web -Site Redmond 1 WA 98052 wsfp.com 6_ © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:50PM Page 1 Summary Of Ouiflowing Devices' Job Number: 790223 Report Description: Spec. Warehouse Actual Flow Minimum Flow ' K -Factor I Pressure Device (gpm) (gpm) (K) (psi) Hose 111 , 100.00 100.00 i 0 85.089 1 Sprinkler 501 ; 74.64 60.00 11.2 44.418 Sprinkler 502 i 74.64 60.00 11.2 44.416 Sprinkler 526 , 74.94 60.00 11.2 44.771 Sprinkler 504 62.34 60.00 11.2 30.977 Sprinkler 505 61.45 60.00 11.2 30.105 Sprinkler 506 61.24 60.00 11.2 29.899 Sprinkler 507 61.25 60.00 11.2 29.907 Sprinkler 508 61.62 60.00 11.2 30.267 Sprinkler 527 62.78 60.00 j 11.2 31.419 Sprinkler 510 62.35 60.00 11.2 30.994 Sprinkler 511 61.49 60.00 11.2 30.138 Sprinkler 512 61.28 60.00 11.2 29.940 b Sprinkler 514 60.00 60.00 11.2 28.699 Sprinkler 513 61.66 60.00 11.2 30.309 Sprinkler 528 62.82 60.00 11.2 31.460 Sprinkler 516 62.16 60.00 11.2 30.806 Sprinkler 517 61.27 60.00 11.2 29.924 Sprinkler 518 61.05 60.00 11.2 29.711 Sprinkler 519 61.06 60.00 11.2 29.718 Sprinkler 520 61.41 60.00 11.2 30.065 Sprinkler 529 62.55 60.00 11.2 31.193 C,› Most Demanding Sprinkler Data (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:51PM Page 2 • •1 • / Job Number: 790223 Report Description: Spec. Warehouse Node ; Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) f 164 20'-2 P0(18' -73h) 51.067 165 22'-2 2fT(11'-7) 50.201 166 ' 22-2 fE(4'-9'h) 50.209 163 20'-2 P0(18'-7%) 51.067 168 22'-2 2fT(11'-7) 50.201 139 22'-2 fT(14'-8%) 50.210 ' 162 20'-2 P0(18'-7%) 51.066 167 22'-2 2fT(11'-7) 50.201 1401 22'-2 2fT(14'-81/2) 50.212 141 22-2 fE(4'-9'h) 50.343 156 20'-2 P0(18'-7%) 51.066 157 22-2 2fT(11-7) 50.209 142 22-2 fT(14'-8'/2) 50.348 154 20'-2 P0(18'-7%) 51.064 155 22'-2 2fT(11'-7) 50.209 143 22'-2 fT(14'-81/2) 50.363 152 20'-2 P0(18'-7%) 51.061 153 22-2 2fT(11'-7) 50.208 144 22'-2 2fT(14'-8'/2) 50.399 145 22'-2 fE(4'-9Y4) 53.618 150 20'-2 P0(18'-734) 51.054 151 22-2 2fT(11'-7) 50.294 146 22'-2 fT(14'-81/2) 53.682 148 20'-2 P0(18'-7%) 51.034 149 22'-2 2fT(11'-7) 50.281 147 22'-2 fT(14'-81/2) 53.877 10 -4'-0 89.205 112 2'-3 85.089 20 1'-0 85.878 110 19'-2 fE(13'-0'h) 75.808 126 20'-2 P0(18'-7%) 50.986 127 22'-2 2fT(11'-7) 50.249 128 22'-2 2fT(14'-8'/2) 54.339 109 19'-2 P0(18'-7%) 75.149 129 22'-2 2fT(11'-7) 72.129 125 20'-2 P0(18'-7%) 50.908 161 22'-2 2fT(11'-7) 50.618 108 19'-2 P0(18'-7%) 74.815 135 22'-2 2fT(11'-7) 72.908 124 20'-2 P0(18'-7%) 50.727 159 22'-2 2fT(11'-7) 50.435 107 19'-2 P0(18' -7'h) 74.534 136 22-2 2fT(11'-7) 72.631 123 20'-2 P0(18' -73h) 50.399 160 22-2 2fT(11'-7) 50.110 106 19'-2 P0(18'-7') 74.298 137 22'-2 2fT(11'-7) 72.392 122 20'-2 P0(18' -7'h) 49.883 158 22-2 2fT(11'-7) 49.602 105 19'-2 P0(18' -73h) 74.105 138 22'-2 2fT(11'-7) 72.191 121 20'-2 P0(18'-7%) 49.147 134 22'-2 2fT(11'-7) 47.937 104 19'-2 P0(18'-7%) 73.955 133 22-2 2fT(11'-7) 71.562 120 20'-2 P0(18' -7'h) 48.664 131 22-2 2fT(11'-7) 46.304 103 19'-2 P0(18'-7%) 73.871 130 22'-2 2fT(11'-7) 70.679 119 20'-2 P0(18' -73h) 48.407 132 22'-0 2fT(11'-7) 46.148 100 22'-0 P0(8'-8%) 29.950 102 19'-2 P0(18'-7%) 73.826 101 22'-0 1 2fT(11'-7) 70.721 116 19'-2 1 P0(18' -7'h) 73.816 115 21'-8 fE(4'-9'/.) 70.915 118 20'-2 P0(18'-7%) 48.336 117 21'-8 1 2fT(11'-7) 46.220 111 2-3 1 fT(40'-71/2), Hose 85.089 100.00 501 22'-2 Spr(-44.418) 44.41874.64 502 22-2 Spr(-44.416) 44.416 ' 74.64 526 22-2 1 Spr(-44.771) 44.771. 74.94 504 22-2 ' Spr(-30.977) 30.977 62.34 505 22'-2 ' Spr(-30.105) 30.105 61.45 506 22-2 Spr(-29.899) 29.899 61.24 507 22'-2 Spr(-29.907) 29.907 61.25 508 22-2 Spr(-30.267) 30.267 61.62 • t (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:52PM Page 3 • r r Job Number: 790223 Report Description: Spec. Warehouse Node 1 Elevation(Foot) Fittings Pressure(psi) 1 Discharge(gpm) 5271 22'-2 Spr(-31.419) 31.4191 62.78 510 1 22'-0 Spr(-30.994) 30.994 1 62.35 ' 511 ! 22'-0 Spr(-30.138) 30.138 , 61.49 512 1 22'-0 Spr(-29.940) 29.940 61.28 I 5141 22'-5% Spr(-28.699) 28.699 60.00. 513 I 22'-0 Spr(-30.309) 30.309 , 61.66 528 1 22'-0 Spr(-31.460) 31.460 i 62.82 I 5161 21'-8 Spr(-30.806) 30.8061 62.16 5171 21'-8 Spr(-29.924) 29.9241 61.27 518 j 21'-8 Spr(-29.711) I 29.711 ; 61.05 5191 21'-8 Spr(-29.718) 29.7181 61.06 520 1 21'-8 Spr(-30.065) 30.065 61.41 529 1 21'-8 Spr(-31.193) 31.193 62.55 1 I -4'-0 2S, 2T(79' -8V2) 90.989 I 1434.00 1 L © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:52PM Page 4 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length Downstream Upstream GO Route 1 SP 1.6390 0=60.00 9.12 C=120 0.113040 0'-53/ Pf 1.041 514 22'-5% q=60.00 K=11.2 28.699 Spr(-28.699) 8'-8% Pe 0.210 100 22'-0 29.950 P0(8'-8%) 9'-2'% Pv BL 2.2030 0=70.30 5.92 C=120 0.035896 10'-0 Pf 0.359 100 22'-0 29.950 i Pe 513 22'-0 30.309 10'-0 Pv BL 2.2030 0=131.96 11.11 C=120 0.115078 10'-0 Pf 1.151 513 22.-0 q=61.66 K=11.2 30.309 Spr(-30.309) I Pe 528 22'-0 31.46010'-0, Pv BL 2.2030 0=194.78 16.39 C=120 0.236500 154'-5 Pf 39.261 528 22'-0 q=62.82 K=11.2 31.460 Spr(-31.460) 11,-T Pe 0.000 101 22'-0 70.721 fT(11'-7) 166-0; Pv RN 2.7030 0=194.78 10.89 C=120 0.087342 12'-1q Pf 1.876 101 22'-0 70.721 18'-7% Pe 1.228 102 19'-2 73.826 P0(18'-7%) 21'-5'/.Pv CM 6.4030 0=387.84 3.86 C=120 0.004684 9'-7 Pf 0.045 102 19'-2 73.826 Pe 103 19'-2 73.871 9'-71 Pv CM 6.4030 0=582.62 5.81 C=120 0.009943 8'-6' Pf 0.085 103 19'-2 73.871 Pe 104 19'-2 73.955 8'-6 Pv CM 6.4030 0=727.44 7.25 C=120 0.014993 10'-0Pf 0.150 104 19'-2 73.955 Pe 105 19'-2 74.105 10'-0 Pv CM 6.4030 0=833.46 8.30 C=120 0.019284 10'-0' Pf 0.193 105 19'-2 74.105 Pe 106 19'-2 74.298 10'-0 Pv CM 6.4030 0=938.71 9.35 C=120 0.024029 9'-10 Pf 0.236 106 19'-2 74.298 Pe 107 19'-2 74.534 9'-10, Pv CM 6.4030 0=1043.72 10.40 C=120 0.029238 9'-7 Pf 0.280 107 19'-2 74.534 Pe 108 19'-2 74.815 9'-7 Pv CM 6.4030 0=1148.98 11.45 C=120 0.034926 9'-7 Pf 0.335 108 19'-2 74.815 Pe 109 19'-2 75.149 9'-71 Pv CM 6.4030 0=1334.00 13.29 C=120 0.046037 1'-3'/ Pf 0.658 109 19'-2 75.149 13'-0'/ Pe 110 19'-2 75.808 fE(13'-0%) 14'-3% Pv FM 8.3290 0=1334.00 7.86 C=120 0.012791 24'-0% Pf 1.945 110 19'-2 75.808 128'-0'/. Pe 7.336 111 2'-3 85.089 2fE(16'-0), CV(55'-4%), fT(40'-7Y2), 152'-1I Pv Hose DY 8.3290 0=1434.00 8.44 C=120 0.014621 0'-0 Pf 0.000 111 2'-3 q=100.00 85.089 I Pe -0.000 112 2'-3 85.089 0'-0, Pv UG 8.3900 0=1434.00 8.32 C=140 0.010610 1'-3' Pf 0.247 112 2'-3 85.089 22'-0%! Pe 0.542 20 1'-0 85.878 BFP, LtE(22'-O%) 23'-3% Pv UG 8.3900 0=1434.00 8.32 C=140 0.010610 36'-63id Pf 1.162 20 1'-0 85.878 72'-11'/3 Pe 2.166 10 -4'-0 89.205 3LtE(22'-0%), PIV(6'-9%2) 109'-6, Pv UG 10.4000 0=1434.00 5.42 C=140 0.003728 390'-7%A Pf 1.783 10 -4'-0 89.205 87'-8/ Pe -0.000 1 -4'-0 90.989 GV(7'-11 %), S, T(79'-8'/2) 478'-3% Pv GO Route 2 BL 2.2030 0=8.04 0.68 C=120 0.000650 10'-0I Pf 0.007 518 21'-8 q=61.05 K=11.2 29.711 Spr(-29.711) 519 21'-8 29.718 10'-0. Pv BL 2.2030 0=69.10 5.82 C=120 0.034767 10'-0 Pf 0.348 519 21'-8 q=61.06 K=11.2 29.718 Spr(-29.718) 1 Pe 520 21'-8 30.065 10'-0, Pv BL 2.2030 0=130.51 10.98 C=120 0.112746 10'-0 Pf 1.127 520 21'-8 q=61.41 K=11.2 30.065 Spr(-30.065) ' Pe 529 21'-8 31.193 10'-0 Pv BL 2.2030 0=193.06 16.25 C=120 0.232652 156'-5 Pf 39.722 529 21'-8 q=62.55 K=11.2 31.193 Spr(-31.193) 14'-3% Pe 0.000 115 21'-8 70.915 3fE(4'-9%.) 170'-8% Pv RN 2.7030 0=193.06 10.79 C=120 0.085921 2'-6 Pf 1.817 115 21'-8 70.915 18'-7% Pe 1.084 116 19'-2 73.816 P0(18'-7%) 21'-1%Pv ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 12/27/2006 2:56:53PM Page 5 1 '-1 r r r 111 Hydraulic Analysis. Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss ' Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length , Summary Upstream ' Total Length CM 6.4030 0=193.06 1.92 C=120 0.001289 7'-7 Pf 0.010 116 19'-2 73.816 , Pe 102 19'-2 73.826 7'-7 Pv Route 3 BL 2.2030 0=53.01 4.46 C=120 0.021291 10'-0 Pf 0.213 518 21'-8 q=61.05 K=11.2 29.711 Spr(-29.711) Pe 517 21'-8 29.924 10'-0 Pv BL 2.2030 0=114.27 9.62 C=120 0.088182 10'-0 Pf 0.882 517 21'-8 q=61.27 K=11.2 29.924 Spr(-29.924) 516 21'-8 30.806 I Pe 10'-0 Pv BL 2.2030 0=176.44 14.85 C=120 0.196956 66'-8, Pf 15.414 516 21'-8 q=62.16 K=11.2 30.806 Spr(-30.806) 117 21'-8 46.220 fT(11'-7) 11'-7 Pe 0.000 78'-3 Pv RN 2.7030 Q=176.44 9.86 C=120 0.072738 V-6 Pf 1.466 117 21'-8 46.220 118 20'-2 48.336 P0(18'-7%) 18'-7'/.1 Pe 0.650 20'-1'/. Pv CM 4.3100 0=176.44 3.88 C=120 0.007498 9'-7 Pf 0.072 118 20'-2 48.336 119 20'-2 48.407 9'-7 Pe Pv CM 4.3100 0=351.26 7.72 C=120 0.026802 9'-7 Pf 0.257 119 20'-2 48.407 120 20'-2 48.664 9'-7; Pe Pv CM 4.3100 0=527.16 11.59 C=120 0.056799 8'-6 Pf 0.483 120 20'-2 48.664 121 20'-2 49.147 8'-5 Pe , Pv CM 4.3100 0=606.56 13.34 C=120 0.073632 10'-0' Pf 0.736 121 20'-2 49.147 122 20'-2 49.883 I 10'-0 Pe Pv CM 4.3100 0=500.54 11.01 C=120 0.051607 10'-0Pf 0.516 122 20'-2 49.883 123 20'-2 50.399 Pe 10'-0, Pv CM 4.3100 0=395.30 8.69 C=120 0.033347 9'-10 Pf 0.328 123 20'-2 50.399 124 20'-2 50.727 9,-10 Pe Pv CM 4.3100 0=290.28 6.38 C=120 0.018835 9'-7 Pf 0.181 124 20'-2 50.727 125 20'-2 50.908 I Pe 9'-7�' Pv CM 4.3100 0=185.02 4.07 C=120 0.008187 9'-7 Pf 0.078 125 20'-2 50.908 126 20'-2 50.986 Pe 9'-7 Pv RN 2.7030 0=46.90 2.62 C=120 0.006269 2'-0 Pf 0.129 126 20'-2 50.986 P0(18'-7'/.) 127 22'-2 50.249 18'-7'/� Pe -0.867 20'-7'/� Pv BL 2.2030 0=46.90 3.95 C=120 0.016974 214'-8' Pf 4.090 127 22'-2 50.249 fT(11'-7) 128 27-2 54.339 fT(14'-8'/z) 26'-3'/ Pe 240'-11'/ Pv BL 2.2030 0=185.02 15.57 C=120 0.215045 56'-5 Pf 17.790 128 22'-2 54.339 fT(14'-8'/2) 129 22-2 72.129 fT(11'-7) 26'-3'$ Pe 82'-83/4, Pv RN 2.7030 0=185.02 10.34 C=120 0.079418 3'-0' Pf 1.719 129 27-2 72.129 109 19'-2 75.149 P0(18'-7%) 18'-7'/J Pe 1.301 21'-7'/. Pv GIP Route 4 BL 2.2030 0=9.13 0.77 C=120 0.000823 10'-0 Pf 0.008 506 22'-2 q=61.24 K=11.2 29.899 Spr(-29.899) 507 22'-2 29.907 I Pe 10'-0, Pv BL 2.2030 0=70.38 5.92 C=120 0.035974 10'-0, Pf 0.360 507 27-2 q=61.25 K=11.2 29.907 Spr(-29.907) I Pe 508 22'-2 30.267 10'-0; Pv BL 2.2030 0=132.00 11.11 C=120 0.115143 10'-0' Pf 1.151 508 22'-2 q=61.62 K=11.2 30.267 Spr(-30.267) I Pe 527 22'-2 31.419 10'-0, Pv BL 2.2030 0=194.78 16.39 C=120 0.236497 154'-5 Pf 39.261 527 22'-2 q=62.78 K=11.2 31.419 Spr(-31.419) 11'-7 Pe 0.000 130 22'-2 70.679 fT(11'-7) i 166'-0 Pv RN 2.7030 0=194.78 10.89 C=120 0.087340 3'-0 Pf 1.891 130 27-2 70.679 18'-7'/. Pe 1.301 103 19'-2 73.871 P0(18'-7%) 21'-7'/. Pv Gib Route 5 BL 2.2030 0=52.11 4.39 C=120 0.020628 10'-0, Pf 0.206 506 22'-2 q=61.24 K=11.2 29.899 Spr(-29.899) ; Pe 505 27-2 30.105 10'-0 Pv ' i ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:53PM Page 6 1 Hydraulic: Analysis. Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length ; Summary • Total Length Downstream Upstream BL 2.2030 0=113.56 9.56 C=120 0.087167 10'-0 Pf 0.872 505 22'-2 q=61.45 K=11.2 30.105 Spr(-30.105) ; Pe 504 22'-2 30.977 10'-0 Pv BL 2.2030 0=175.90 14.81 C=120 0.195841 66'-8 Pf 15.326 504 22'-2 q=62.34 K=11.2 30.977 Spr(-30.977) 11'-7, Pe 0.000 131 22'-2 46.304 fT(11'-7) 78'-3 Pv RN 2.7030 0=175.90 9.83 C=120 0.072326 2'-0 Pf 1.494 131 2Z-2 46.304 i 18'-7'/, Pe 0.867 120 20'-2 48.664 PO(18'-7%) 20'-7'/.1 Pv a Route 6 BL 2.2030 0=10.30 0.87 C=120 0.00102810'-0 Pf 0.010 512 22'-0 q=61.28 K=11.2 29.940 Spr(-29.940)I Pe 100 22'-0 29.950 1 10'-0 Pv a Route 7 BL 2.2030 0=50.98 4.29 C=120 0.019811 10'-0 Pf 0.198 512 22'-0 q=61.28 K=11.2 29.940 Spr(-29.940) Pe 511 27-0 30.138 j 10'-0 Pv BL 2.2030 0=112.47 9.47 C=120 0.085622 10'-0 Pf 0.856 511 22'-0 q=61.49 K=11.2 30.138 Spr(-30.138) Pe 510 22'-0 30.994 10'-0 Pv BL 2.2030 0=174.82 14.71 C=120 0.193632 66'-8 Pf 15.154 510 22'-0 q=62.35 K=11.2 30.994 Spr(-30.994) 11-71 Pe 0.000 132 22'-0 46.148 fT(11'-7) 78'-3, Pv RN 2.7030 0=174.82 9.77 C=120 0.071510 1'-10 Pf 1.465 132 22'-0 46.148 18'-7'/. Pe 0.795 119 20'-2 48.407 PO(18'-7') 20'-5'/ Pv a Route 8 BL 2.2030 0=69.88 5.88 C=120 0.035502 10'-0 Pf 0.355 502 27-2 q=74.64 K=11.2 44.416 Spr(-44.416) Pe 526 22'-2 44.771 10'-0, Pv BL 2.2030 0=144.82 12.19 C=120 0.136684 184'-5 Pf 26.791 526 22'-2 q=74.94 K=11.2 44.771 Spr(-44.771) 11'-7 Pe 0.000 133 22-2 71.562 fT(11'-7) 196-0, Pv RN 2.7030 0=144.82 8.10 C=120 0.050479 3'-0 Pf 1.093 133 22'-2 71.562 18'-7'/ Pe 1.301 104 19'-2 73.955 P0(18'-7%) 21'-7'/ Pv a Route 9 BL 2.2030 Q=4.76 0.40 C=120 0.000246 10'-0 Pf 0.002 502 22'-2 q=74.64 K=11.2 44.416 Spr(-44.416) Pe 501 22'-2 44.418 10'-0, Pv BL 2.2030 0=79.40 6.68 C=120 0.044966 66-8' Pf 3.519 501 22'-2 q=74.64 K=11.2 44.418 Spr(-44.418) 11'-7I Pe 0.000 134 22-2 47.937 fT(11-7) 78'-3 Pv RN 2.7030 0=79.40 4.44 C=120 0.016607 2'-0 Pf 0.343 134 22'-2 47.937 18'-7'/,1 Pe 0.867 121 20'-2 49.147 PO(18'-7%) 20'-734 Pv a Route 10 RN 2.7030 0=105.26 5.89 C=120 0.027974 3'-0 Pf 0.606 135 22'-2 72.908 18'-7'/. Pe 1.301 108 19'-2 74.815 PO(18'-7%) 21'-7% Pv a Route 11 RN 2.7030 0=105.02 5.87 C=120 0.027855 3'-0' Pf 0.603 136 22'-2 72.631 18'-7'/� Pe 1.301 107 19'-2 74.534 P0(18'-7%) 21'-7'/ Pv a Route 12 RN 2.7030 Q=105.24 5.88 C=120 0.027964 3'-0 Pf 0.605 137 22-2 72.392 18'-7% Pe 1.301 106 19'-2 74.298 P0(18'-7%) 21'-7% Pv Gib Route 13 RN 2.7030 0=106.02 5.93 C=120 0.0283501 3'-0 Pf 0.614 138 22'-2 72.191 1 18'-7% Pe 1.301 105 19'-2 74.105 P0(18'-7%) i 21'-7% Pv a Route 14 CM 2.7030 0=8.72 0.49 C=120 0.000279 8'-6 Pf 0.002 139 22-2 50.210 i Pe 140 22'-2 50.212 8'-6 Pv BL 2.2030 0=13.45 1.13 C=120 0.001685 58'-0 Pf 0.131 140 22'-2 50.212 fT(14'-8%2) 19'-6 Pe 0.000 141 27-2 50.343 fE(4'-9') 77'-6 Pv CM 2.7030 0=13.45 0.75 C=120 0.000622 8'-4 Pf 0.005 141 22'-2 50.343 , Pe 142 22'-2 50.348 8'-4 Pv • M.E.P.CAD, Inc. ;15 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:53PM Page 7 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K -Factor Pt i Pn Fittings Eq. Length , Summary Total Length ' CM 2.7030 0=25.33 1.42 C=120 0.002006 7'-6 Pf 0.015 142 22'-2 50.348 ! Pe 143 22'-2 50.363 7'-6 Pv CM 2.7030 0=37.91 2.12 C=120 0.004228 8'-6 Pf 0.036 143 27-2 50.363 ! Pe 144 22'-2 50.399I 8'-6 Pv BL 2.2030 0=52.03 4.38 C=120 0.020567 137'-0 Pf 3.219 144 22'-2 50.399 fT(14'-8'/z) 19'-6 Pe 0.000 145 22'-2 53.618 fE(4'-9%.) 156'-6 Pv CM 2.7030 0=52.03 2.91 C=120 0.007596 8'-6 Pf 0.065 145 22'-2 53.618 I I Pe 146 22'-2 53.682 I 8'-6 Pv CM 2.7030 0=94.38 5.28 C=120 0.022862 8'-6 Pf 0.194 146 27-2 53.682 I Pe 147 22'-2 53.877 8'-6 Pv CM 2.7030 0=138.12 7.72 C=120 0.046245 I 10'-0 Pf 0.462 147 22'-2 53.877 Pe 128 22'-2 54.339 10'-0 Pv a Route 15 CM 4.3100 0=138.12 3.04 C=120 0.004767 10'-0Pf 0.048 126 20'-2 50.986 Pe 148 20'-2 51.034 10'-0. Pv RN 2.7030 0=43.74 2.45 C=120 0.005511 2'-0 Pf 0.114 148 20'-2 51.034 P0(18'-7%) 18'-7% Pe -0.867 149 27-2 50.281 20'-7% Pv BL 2.2030 0=43.74 3.68 C=120 0.014922 214'-8 Pf 3.596 149 27-2 50.281 fT(11'-7) 26-33/. Pe 147 22'-2 53.877 fT(14'-8'h) 240'-11% Pv a Route 16 CM 4.3100 0=94.38 2.08 C=120 0.002357 8'-6 Pf 0.020 148 20'-2 51.034 Pe 150 20'-2 51.054 8'-6 Pv RN 2.7030 0=42.36 2.37 C=120 0.005192 2.-q Pf 0.107 150 20'-2 51.054 P0(18'-7%) 18'-7'/% Pe -0.867 151 22'-2 50.294 20'-734 Pv BL 2.2030 0=42.36 3.57 C=120 0.014060 214'-8 Pf 3.388 151 22'-2 50.294 fT(11'-7) 26-33/� Pe 146 22'-2 53.682 fT(14'-8%) 240'-113h Pv a Route 17 CM 4.3100 0=52.03 1.14 C=120 0.000783 8'-6 Pf 0.007 150 20'-2 51.054 Pe 152 20'-2 51.061 8'-6 Pv RN 2.7030 0=14.12 0.79 C=120 0.000680 2'-0' Pf 0.014 152 20'-2 51.061 P0(18'-7%) 18'-73/ Pe -0.867 153 27-2 50.208 20'-73/., Pv BL 2.2030 0=14.12 1.19 C=120 0.001842 7T-8 Pf 0.192 153 22'-2 50.208 fT(11'-7) 26-33/ Pe -0.000 144 22'-2 50.399 fT(14'-8%) 103'-113/ Pv a Route 18 CM 4.3100 0=37.91 0.83 C=120 0.000436 8'-6 Pf 0.004 152 20'-2 51.061 I Pe 154 20'-2 51.064 8'-6, Pv RN 2.7030 0=12.57 0.70 C=120 0.000549 2'-0' Pf 0.011 154 20'-2 51.064 P0(18'-7%) 18'-73/� Pe -0.867 155 22-2 50.209 20'-73/. Pv BL _ 2.2030 Q=12.57 1.06 C=120 0.001487 77'-8 Pf 0.155 155 27-2 50.209 fT(11'-7) 26'-3'/.11 Pe -0.000 143 22'-2 50.363 fT(14'-8'/z) 103'-11% Pv a Route 19 CM 4.3100 0=25.33 0.56 C=120 0.000207 17'-6 Pf 0.002 154 20.-2 51.064 1 Pe 156 20'-2 51.066 1I 7'-6 Pv RN 2.7030 0=11.88 0.66 C=120 0.000494 j 2'-0, Pf 0.010 156 20'-2 51.066 P0(18'-7%) 18'-7'h Pe -0.867 157 22-2 50.209 20'-7% Pv BL 2.2030 0=11.88 1.00 C=120 0.001338 77'-8 Pf 0.139 157 27-2 50.209 fT(11'-7) 26-3% Pe -0.000 142 22'-2 50.348 fT(14'-8'%) 1 103'-113/. Pv a Route 20 RN 2.7030 0=106.02 5.93 C=120 0.028350 2'-0 Pf 0.585 122 20'-2 49.883 P0(18'-7%) 18'-7% Pe -0.867 158 22'-2 49.602 20'-73/. Pv [M� © M.E.P.CAD, Inc. ;11V AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:53PM Page 8 • 1 • • Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Pressure Eq. Length Summary Total Length BL 2.2030 0=106.02 8.92 C=120 0.076764 158 138 22'-2 22'-2 Route 21 49.602 72.191 fT(11'-7) fT(11'-7) 271'-1 Pf 22.589 23'-2'% Pe -0.000 294'-3% Pv RN 2.7030 0=105.02 5.87 C=120 0.027855 I 2'-0 Pf 0.575 124 20'-2 50.727 P0(18'-7%) 18'-7% Pe -0.867 159 22'-2 50.435 20'-7% Pv BL 2.2030 0=105.02 8.84 C=120 0.075425271'-1, Pf 22.195 159 22'-2 50.435 fT(11'-7) 136 22'-2 72.631 fT(11'-7) 1 23'-2% Pe -0.000 294'-3'/, Pv a Route 22 RN 2.7030 0=105.24 5.88 C=120 0.027964 2'-0 Pf 0.577 123 20'-2 50.399 P0(18'-7%) 160 22'-2 50.110 18'-73/1 Pe -0.867 20'-7% Pv BL 2.2030 0=105.24 8.86 C=120 0.075721 271' -ll Pf 22.282 160 22'-2 50.110 fT(11'-7) 137 22'-2 72.392 fT(11'-7) 23'-2'/, Pe -0.000 294'-3'/, Pv ,as Route 23 RN 2.7030 Q=105.26 5.89 C=120 0.027974 2'-0 Pf 0.578 125 20'-2 50.908 P0(18'-7%) 161 22'-2 50.618 18'-7'% Pe -0.867 20.-7% Pv BL 2.2030 0=105.26 8.86 C=120 0.075747 271'-1 Pf 22.290 161 22'-2 50.618 fT(11'-7) 135 22'-2 72.908 fT(11'-7) 23'-2Y Pe -0.000 294.-3% Pv a Route 24 CM 4.3100 0=8.72 0.19 C=120 0.000029 8'-6Pf 0.000 162 20'-2 51.066 163 20'-2 51.067 I Pe 8'-6, Pv CM 4.3100 0=4.53 0.10 C=120 0.000009 7'-0 Pf 0.000 163 20'-2 51.067 164 20'-2 51.067 T-0, j Pe Pv RN 2.7030 0=4.53 0.25 C=120 0.000083 2'-0 Pf 0.002 164 20'-2 51.067 P0(18'-7%) 165 22'-2 50.201 18'-7'/ 20'-74 Pe -0.867 Pv BL 2.2030 0=4.53 0.38 C=120 0.000225 19'-8 Pf 0.008 165 22'-2 50.201 fT(11'-7) 166 22'-2 50.209 fE(4'-9%) 16'-41/( 36-0% Pe -0.000 Pv CM 2.7030 0=4.53 0.25 C=120 0.000083 7'-01 Pf 0.001 166 22'-2 50.209 139 22'-2 50.210 7'-0 Pe Pv a Route 25 CM 4.3100 0=13.45 0.30 C=120 0.000064 8'-4 Pf 0.001 156 20'-2 51.066 162 20'-2 51.066 8'-4 Pe Pv RN 2.7030 0=4.73 0.26 C=120 0.000090 2'-0 Pf 0.002 162 20'-2 51.066 P0(18'-7%) 167 22'-2 50.201 18'-73/J Pe -0.867 20'-7Y. Pv BL 2.2030 0=4.73 0.40 C=120 0.000244 19'-8i Pf 0.011 167 22'-2 50.201 fT(11'-7) 140 27-2 50.212 ff(14'-8%) 26'-3'/. Pe -0.000 45.-11% Pv a Route 26 RN 2.7030 0=4.19 0.23 C=120 0.000072 2'-0 Pf 0.001 163 20'-2 51.067 PO(18'-7%) 168 27-2 50.201 18'-7'/1 Pe -0.867 20.-7% Pv BL 2.2030 0=4.19 0.35 C=120 0.000195 19'-8 Pf 0.009 168 22'-2 50.201 fT(11'-7) 139 22'-2 50.210 fT(14'-8%) 26-3% Pe -0.000 45'-11'/I Pv Equivalent Pipe Lengths of Naives and Fittings (C=120:only) ' I C Value Multiplier . Actual Inside Diameter 4.87 ( ) Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 • ,M.E.P.CAD, Inc. i► AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:53PM Page 9 •r • r •r Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Pn Fittings Friction Loss ;Length ;Pressure Eq. Length Summary ,Total Length Pipe, Type Legend Units Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe FittingsLegend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap • ' [M, © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 12/27/2006 2:56:53PM Page 10 i • -1 • • •t .-I „t Job Number: 790223 Report Description: Spec. Warehouse Supply at Node 1 150 135 120 Static Pressure 130.000 105 90 .1834.00 with hose streams .N a 75 1434.00 @ 90.989 3 a a a, d 60 System demand curve 30 4856.00 @ 20.000 15 (] 1111111111111111 111111111 111111111 11111111 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 4856.00 @ 20.000 Available PressureTime of Test 111.842 @ 1834.00 Syslem Demand 1434.00 @ 90.989 System Demand (Including Hose Allowance) 1834.00 @ 90.989 • ,iM ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:55PM Page 11 • • / • •r / r Job Number: 790223 Report Description: Spec. Warehouse Dn V On < Dn < '3 Dn Dn b?O A A A Dn On Vn Dn A, r (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:57PM Page 12 Dn ° ° Up Dn 1„/43 < Ilp ( , ` Dn yo Up o Dn Ne43 Up Dnvn I > oI ° Up ° Up '0 o o9i >u>s _<— — .01 UP Up � � > 1 > it<d < < Up Up > a ti I v>�P ,>._<4_<,<,,i 4 4 ! < J< I UP �--L—Up j Up I ._._,. A, r (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:57PM Page 12 1 • { • I •1 • Job Number: 790223 Report Description: Spec. Warehouse Job Job Number : Design Engineer 790223 S. WASLEY Job Name Slate Certificatior'License Number NORMED WAREHOUSE WESTESF136QF Address 1 : AHJ 4310 SOUTH 131ST PLACE City of Tukwila / WSRB Address 2 Job Site SHIFT CALC. - NORTH City I State 1 Zip Code Drawing Name TUKWILA ' WA . 98124 Sprinkler Drawing -286 SSU.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy 11.2 K -Factor 60.00 at 28.699 Spec. Warehouse Hose Allowance At Source 400.00 Density 0.600gpm/ft2 Area of Application 2000.00ft2 (Actual 2040.25ft2) Additional Hose Supplies Node Flow(gpm) Number Of Spnnklers Calculated 21 Coverage Per Sprinkler 100.00ft2 Hose At Node 111 100.00 °n co wCertitkve I S 0P� r .I,)f1v I%67`LEr_,� Total Hose Streams 500.00 System Flow Demand 1425.67 Total Water Required (Including Hose Allowance) 1825.67 �� IL27 Oir 'J Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.89 between nodes 101 and 513 Maximum Velocity Under Ground 8.27 between nodes 10 and 20 Volume capacity of Wet Pipes 6544.23ga1 Volume capacity of Dry Pipes Supplies „ .. Hose Flow Static Residual Flow Node (gpm) (psi) (psi) (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 1 400.00 j 130.000 20.000 4856.00 ( 111.994 j 1825.67 f 90.343 j 21.651 Contractor Contractor Number Contact Name I Contact Title 1 Steve Wesley 1 Project Manager Contractor Name 1 Pbone 1 Extension Western States Fire Protection 425-881-0100 Address 1 ; FAX 7102 180th Ave. N.E. : 425-881-3030 Address 2 I E-mail Suite A-105 steve.wasley@wsfp.us City Stale ' Zip Code Web -Site Redmond I WA ' 98052 wsfp.com L © M.E.P.CAD, Inc. 415 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:56PM Page 1 • • r • r .j Summary,Of Outflowing Devices. Job Number: 790223 Report Description: Spec. Warehouse Actual Flow 1 Minimum Flow K -Factor ' Pressure I Device I (gpm) (gpm) (K) (psi) Hose 111 , 100.00 100.00 0 84.478 Sprinkler 500 : 73.78 60.00 11.2 43.396 Sprinkler 501 73.78 60.00 11.2 43.393 Sprinkler 502 74.07 60.00 ' 11.2 43.734 1 Sprinkler 503 62.13 60.00 11.2 30.773 , Sprinkler 504 61.18 60.00 11.2 29.839 j Sprinkler 505 60.93 1 60.00 ! 11.2 29.598 Sprinkler 506 60.93 1 60.00 I 11.2 29.600 j Sprinkler 507 61.25 60.00 11.2 29.912 Sprinkler 508 62.33 l 60.00 11.2 30.974 Sprinkler 509 62.13 60.00 11.2 30.774 Sprinkler 510 61.20 60.00 11.2 29.856 Sprinkler 511 60.96 60.00 11.2 29.624 Sprinkler 512 60.96 60.00 11.2 29.627 c Sprinkler 514 60.00 60.00 11.2 28.699 Sprinkler 513 62.37 60.00 11.2 31.013 Sprinkler 515 61.97 60.00 11.2 30.612 Sprinkler 516 61.01 60.00 11.2 29.669 Sprinkler 517 60.75 60.00 11.2 29.421 Sprinkler 518 60.75 60.00 11.2 29.423 Sprinkler 519 61.06 60.00 11.2 29.724 Sprinkler 520 62.12 60.00 11.2 30.766 41. Most Demanding Sprinkler Data [M, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:57PM Page 2 • • Job Number: 790223 Report Description: Spec. Warehouse Node Elevation(Foot) I Fittings Pressure(psi) ' Discharge(gpm) 164 20'-2 i P0(18'-7%) 49.646 165 22'-2 ' 211(11'-7) 48.780 166 22'-2 fE(4'-9'/,) 48.789 163 20'-2 P0(18'-7%) 49.646 168 22'-2 2fT(11'-7) 48.780 139 22'-2 fT(14'-8Y2) 48.789 162 20'-2 P0(18'-7%) 49.645: 167 , 22'-2 2fT(11'-7) 48.780 1401 22'-2 2fT(14'-8'A) 48.792 141 ' 22'-2 fE(4'-9'/<) 48.927 156 20'-2 P0(18'-7%) 49.645 157 22'-2 211(11'-7) 48.788 142 22'-2 fT(14'-8'/2) 48.932 154 20'-2 P0(18'-7%) 49.643 155 22'-2 2fT(11'-7) 48.788 143 22'-2 fT(14'-8Y2) 48.948 152 20'-2 P0(18'-734) 49.639 153 22'-2 2fT(11'-7) 48.787 144 22'-2 2fT(14'-8Y2) 48.985 145 22'-2 fE(4'-9'/.) 52.318 150 20'-2 P0(18'-7%) 49.632 151 22'-2 21T(11'-7) 48.876 146 22'-2 ff(14'-8Y2) 52.385 148 20'-2 P0(18'-7%) 49.612 149 22'-2 2fT(11'-7) 48.862 147 22'-2 fT(14'-81/2) 52.586 10 -4'-0 88.579 112 2'-3 84.478 20 1'-0 85.264 110 19'-2 fE(13'-0'/4) 75.219 126 20'-2 P0(18'-7%) 49.562 127 22'-2 2fT(11'-7) 48.829 128 22'-2 2fT(14'-812) 53.065 109 19'-2 P0(18'-7%) 74.568 129 27-2 2fT(11'-7) 71.487 125 20'-2 P0(18'-7%) 49.481 161 22'-2 2fT(11'-7) 49.213 108 19'-2 P0(18'-7%) 74.240 135 22'-2 2fT(11'-7J 72.312 124 20'-2 P0(18'-7%) 49.294 159 22'-2 2fT(11'-7) 49.024 107 19'-2 P0(18'-7%) 73.967 136 22'-2 2fT(11'-7) 72.041 123 20'-2 P0(18'-7%) 48.954 160 22'-2 2fT(11'-7) 48.687 106 19'-2 P0(18'-7%) 73.738 137 22'-2 2fT(11'-7) 71.809 122 20'-2 P0(18'-7%) 48.419 158 22'-2 2fT(11'-7) 48.160 105 19'-2 P0(18'-7%) 73.553 138 27-2 2fT(11'-7) 71.615 121 20'-2 P0(18'-7%) 47.656 134 27-2 2fT(11'-7) 46.448 104 19'-2 P0(18.-7%) 73.410 133 22'-2 2fT(11'-7) 71.049 120 20'-2 P0(18'-7%) 47.152 131 22'-2 2fT 11'-7 44.726 103 19'-2 PO(18'-7%) 73.330 130 22'-2 2fT(11'-7) 70.246 119 20'-2 P0(18'-7%) 46.884 132 I 22'-0 2fr(11'-7) 44.562 100 22'-0 P0(8'-8%) 29.950 102 19'-2 P0(18'-7%) 73.288 101 27-0 2fT(11'-7) 70.289 116 19'-2 P0(18'-7%) 73.279 115 1 21'-8 fE(4'-9%) 70.479 118 20'-2 P0(18'-7%) 46.810 117 21'-8 2fT(11'-7) 44.631 111 2'-3 fT(40'-7'h), Hose 84.478 100.00 500 22'-2 Spr(-43.396) 43.396 73.78 501 22'-2 Spr(-43.393) 43.393 73.78 502 22'-2 Spr(-43.734) 43.734 74.07 503 22'-2 Spr(-30.773) 30.773 62.13 504 22'-2 Spr(-29.839) 29.839 61.18 505 22'-2 Spr(-29.598) 29.598 60.93 506 22'-2 Spr(-29.600) 29.600 60.93 ' 507 22'-2 Spr(-29.912) 29.912 61.25 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:58PM Page 3 f • - • / •� Job Number: 790223 Report Description: Spec. Warehouse Node I Elevation(Foot) I Fittings Pressure(psi) I Discharge(gpm) 508 , 22'-2 i Spr(-30.974) 30.974 62.33 509 ! 22'-0 1 Spr(-30.774) 30.774 62.13 510 22'-0 I Spr(-29.856)29.856 61.20 511 27-0 ; Spr(-29.624) 29.624 , 60.96 512 22'-0 1 Spr(-29.627) 29.627 ' 60.96 514 22'-5% I Spr(-28.699) 28.699 , 60.00 513 I 22'-0 ; Spr(-31.013E 31.013 ; 62.37 515 21'-8 ; Spr(-30.612) 30.612 ; 61.97 516 21'-8 ; Spr(-29.669) 29.669: 61.01 517 I 21'-8 I Spr(-29.421) I 29.421 1 60.75 518 21'-8 Spr(-29.423) I 29.423 I 60.75 519 ! 21'-8 Spr(-29.724) I I 29.724 ! 30.766 I 61.06 62.12 520 I 21'-8 I Spr(-30.766) 1 -4'-0 j 2S, 2T(79'-81/2)90.343 ; 1425.67 • • (M © M.E.P.CAD, Inc. AutoSPRINK© VR5 v5.1.32 12/27/2006 2:55:58PM Page 4 • .� 11 . 11 • • { • 4 • s • • 1 • Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary , Total Length Downstream Upstream Elevation GOO Route 1 SP 1.6390 0=60.00 9.12 C=120 0.113040 0'-5% Pf 1.041 514 22'-5% q=60.00 K=11.2 28.699 Spr(-28.699) 8'-8'/ Pe 0.210 100 22'-0 29.950 P0(8'-8%) 9'-2'/: Pv BL 2.2030 Q=126.39 10.64 C=120 0.106247 10'-0 Pf 1.062 100 22'-0 29.950 ! Pe 513 22'-0 31.013 10'-0 Pv BL 2.2030 0=188.76 15.89 C=120 0.223150 i 164'-5 Pf 39.277 513 22'-0 q=62.37 K=11.2 31.013 Spr(-31.013) I 11-7i Pe 0.000 101 22'-0 70.289 fT(11'-7) 176'-0. Pv RN 2.7030 0=188.76 10.55 C=120 0.082412 2'-10� Pf 1.771 101 22'-0 70.289 18'-7'/. Pe 1.228 102 19'-2 73.288 P0(18.-7%) 21'-5'/. Pv CM 6.4030 Q=375.94 3.75 C=120 0.004421 9'-7 Pf 0.042 102 19'-2 73.288 Pe 103 19'-2 73.330 9'-7, Pv CM 6.4030 0=564.69 5.63 C=120 0.009385 8'-6 Pf 0.080 103 19'-2 73.330 I Pe 104 19'-2 73.410 8'-6, Pv CM 6.4030 Q=707.15 7.05 C=120 0.014229 10'-0Pf 0.142 104 19'-2 73.410 � Pe 105 19'-2 73.553 10'-0, Pv CM 6.4030 0=815.35 8.12 C=120 0.018516 10'-0 Pf 0.185 105 19'-2 73.553 Pe 106 19'-2 73.738 10'-0 Pv CM 6.4030 0=922.72 9.19 C=120 0.023278 9'-10 Pf 0.229 106 19'-2 73.738 Pe 107 19'-2 73.967 9'-10 Pv CM 6.4030 0=1029.82 10.26 C=120 0.028522 9'-7 Pf 0.273 107 19.-2 73.967 I Pe 108 19'-2 74.240 9'- I Pv CM 6.4030 0=1137.13 11.33 C=120 0.034262 9'-7Pf 0.328 108 19.-2 74.240 Pe 109 19'-2 74.568 9'- 1 Pv CM 6.4030 0=1325.67 13.21 C=120 0.045507 1'-3'/ Pf 0.651 109 19'-2 74.568 13'-0'/. Pe 110 19'-2 75.219 fE(13'-0%.) 14.-3% Pv FM 8.3290 0=1325.67 7.81 C=120 0.012644 24'-0'% Pf 1.923 110 19'-2 75.219 128'-0'/. Pe 7.336 111 2'-3 84.478 2fE(16'-0), CV(55'-4%), fT(40'- '/2), 152'-1 Pv Hose DY 8.3290 0=1425.67 8.40 C=120 0.014465 0'-0 Pf 0.000 111 2'-3 q=100.00 84.478 Pe -0.000 112 2'-3 84.478 0'-0 Pv UG 8.3900 Q=1425.67 8.27 C=140 0.010496 1'-3 Pf 0.245 112 2'-3 84.478 22'-0'/ Pe 0.542 20 1'-0 85.264 BFP, LtE(22'-0%) 23'-3'/ Pv UG 8.3900 0=1425.67 8.27 C=140 0.010496 36'-6'/ Pf 1.149 20 1'-0 85.264 72'-11 Y?� Pe 2.166 10 -4'-0 88.579 3LtE(22'-0%), PIV(6'-9%2) 109'-6; Pv UG 10.4000 0=1425.67 5.38 C=140 0.003688 390'-7% Pf 1.764 10 -4'-0 88.579 87'-8'/. Pe -0.000 1 -4'-0 90.343 GV(7'-11 %), S, T(79'-8%) 478'-3%1 Pv w Route 2 BL 2.2030 0=3.25 0.27 C=120 0.000122 10'-0 Pf 0.001 517 21'-8 q=60.75 K=11.2 29.421 Spr(-29.421) Pe 518 21'-8 29.423 10'-0, Pv BL 2.2030 0=64.00 5.39 C=120 0.030172 I 10'-0 Pf 0.302 518 21'-8 q=60.75 K=11.2 29.423 Spr(-29.423) 1 Pe 519 21'-8 29.724 10'-0 Pv BL 2.2030 0=125.06 10.53 C=120 0.104198 10'-0 Pf 1.042 519 21'-8 q=61.06 K=11.2 29.724 Spr(-29.724) Pe 520 21'-8 30.766 10'-0 Pv BL 2.2030 0=187.19 15.76 C=120 0.219725 166'-5 Pf 39.712 520 21'-8 q=62.12 K=11.2 30.766 Spr(-30.766) 14'-3% Pe 0.000 115 21'-8 70.479 3fE(4'-9Y.) 180'-8% Pv RN 2.7030 0=187.19 10.47 C=120 0.081146 2'-6, Pf 1.716 115 21'-8 70.479 18'-73hPe 1.084 116 19'-2 73.279 P0(18.-7%) 21'-1'/a Pv CM 6.4030 0=187.19 1.87 C=120 0.001217 7'-7, Pf 0.009 116 19'-2 73.279 ' Pe 102 19'-2 73.288 7'-7 Pv ® Route 3 (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:59PM Page 5 • 1 1 Hydraulics Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length , Pressure _ Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Total Length BL 2.2030 0=57.50 4.84 C=120 0.024751 10'-0 Pf 0.248 517 21'-8 q=60.75 K=11.2 29.421 Spr(-29.421) 1 Pe 516 21'-8 29.669 1 10'-0 Pv BL 2.2030 0=118.51 9.97 C=120 0.094320 10'-0. Pf 0.943 516 21'-8 q=61.01 K=11.2 29.669 Spr(-29.669) Pe 515 21'-8 30.612 1 10'-0 Pv BL 2.2030 0=180.48 15.19 C=120 0.205374 56'-8, Pf 14.019 515 21'-8 q=61.97 K=11.2 30.612 Spr(-30.612) 11'-7 Pe 0.000 117 21'-8 44.631 fT(11-7) i 68'-3 Pv RN 2.7030 0=180.48 10.09 C=120 0.075847 1 1'-6 Pf 1.528 117 21'-8 44.631 1 18'-7'/.� Pe 0.650 118 20'-2 46.810 P0(18'-73/4) 1 20'-1'/. Pv CM 4.3100 0=180.48 3.97 C=120 0.007818 I 9'-7 Pf 0.075 118 20'-2 46.810 : Pe 119 20'-2 46.884 9'-7 Pv CM 4.3100 0=359.34 7.90 C=120 0.027953 ( 9'-7 Pf 0.268 119 20'-2 46.884 Pe 120 20'-2 47.152 9'-7 Pv CM 4.3100 0=539.36 11.86 C=120 0.059255 8'-6 Pf 0.504 120 20'-2 47.152 Pe 121 20'-2 47.656 8'-J Pv CM 4.3100 0=618.52 13.60 C=120 0.076341 10'-0Pf 0.763 121 20'-2 47.656 Pe 122 20'-2 48.419 10'-0, Pv CM 4.3100 0=510.32 11.22 C=120 0.053489 10'-0 Pf 0.535 122 20'-2 48.419 Pe 123 20'-2 48.954 10'-0, Pv CM 4.3100 0=402.96 8.86 C=120 0.034552 9'-10 Pf 0.340 123 20'-2 48.954 Pe 124 20'-2 49.294 9'-10, Pv CM 4.3100 0=295.85 6.51 C=120 0.019509 9Pf 0.187 124 20'-2 49.294 Pe 125 20'-2 49.481 9'- ; Pv CM 4.3100 0=188.54 4.15 C=120 0.008477 9'-7 Pf 0.081 125 20'-2 49.481 Pe 126 20'-2 49.562 9'-7 Pv RN 2.7030 0=47.79 2.67 C=120 0.006491 2'-0 Pf 0.134 126 20'-2 49.562 PO(18'-7%) 18'-7%! Pe -0.867 127 22'-2 48.829 20'-7'/J Pv BL 2.2030 0=47.79 4.02 C=120 0.017577 214'-8 Pf 4.236 127 22-2 48.829 fT(11'-7) 26-3'i Pe 128 22'-2 53.065 fT(14'-8'/z) 240'-113/I Pv BL 2.2030 0=188.54 15.87 C=120 0.222684 56'-5i Pf 18.422 128 27-2 53.065 fT(14'-81/2) 26'-334 Pe 129 27-2 71.487 fT(11'-7) 82'-8'/. Pv RN 2.7030 0=188.54 10.54 C=120 0.082239 3'-0 Pf 1.781 129 22-2 71.487 18'-7'/.1 Pe 1.301 109 19'-2 74.568 PO(18'-7%) 21'-7'/) Pv = Route 4 BL 2.2030 0=4.22 0.36 C=120 0.000197 10'-0' Pf 0.002 505 22'-2 q=60.93 K=11.2 29.598 Spr(-29.598) Pe 506 22'-2 29.600 10'-0, Pv BL 2.2030 0=65.16 5.48 C=120 0.031189 10'-0' Pf 0.312 506 22'-2 q=60.93 K=11.2 29.600 Spr(-29.600) Pe 507 27-2 29.912 10'-0, Pv BL 2.2030 0=126.41 10.64 C=120 0.106286 10'-0' Pf 1.063 507 22'-2 q=61.25 K=11.2 29.912 Spr(-29.912) 1 Pe 508 22'-2 30.974 10'-0, Pv BL 2.2030 0=188.74 15.89 C=120 0.223121 164'-5; Pf 39.271 508 22'-2 q=62.33 K=11.2 30.974 Spr(-30.974) 11'-7 Pe 0.000 130 22-2 70.246 fT(11'-7) 176'-0; Pv RN 2.7030 0=188.74 10.55 C=120 0.082401 3'-0' Pf 1.784 130 27-2 70.246 ! 18'-7'/. Pe 1.301 103 19'-2 73.330 P0(18'-7%) I 21'-7'/. Pv Route 5 BL 2.2030 0=56.71 4.77 C=120 0.024123 10'-0 Pf 0.241 505 22-2 q=60.93 K=11.2 29.598 Spr(-29.598) 1 Pe 504 22'-2 29.839 10'-0 Pv BL 2.2030 0=117.89 9.92 C=120 0.093412 1 10'-0 Pf 0.934 504 22'-2 q=61.18 K=11.2 29.839 Spr(-29.839) 1 Pe 503 22'-2 30.773 10'-0 Pv r © M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:59PM Page 6 . .i • r • r • t Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss , Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length BL 2.2030 0=180.02 15.15 C=120 0.204416 56'-8 Pf 13.953 503 22'-2 q=62.13 K=11.2 30.773 Spr(-30.773) 11'-7. Pe 0.000 131 22'-2 44.726 fT(11-7) 68'-3 Pv RN 2.7030 Q=180.02 10.07 C=120 0.075493 2' 0 Pf 1.559 131 22'-2 44.726 18'-7% Pe 0.867 120 20'-2 47.152 PO(18'-7%) 20'-7% Pv a Route 6 BL 2.2030 0=5.42 0.46 C=120 0.000314 10'-0 Pf 0.003 511 22'-0 q=60.96 K=11.2 29.624 Spr(-29.624) � Pe 512 22'-0 29.627 10'-0 Pv BL 2.2030 0=66.39 5.59 C=120 0.032286 10'-0 Pf 0.323 512 22'-0 q=60.96 K=11.2 29.627 Spr(-29.627) Pe 100 22'-0 29.950 10'-0. Pv a Route 7 BL 2.2030 Q=55.54 4.67 C=120 0.023208 10'-0 Pf 0.232 511 22'-0 q=60.96 K=11.2 29.624 Spr(-29.624) Pe 510 22'-0 29.856 10'-0, Pv BL 2.2030 0=116.73 9.83 C=120 0.091724 10'-0 Pf 0.917 510 22'-0 q=61.20 K=11.2 29.856 Spr(-29.856) Pe 509 22'-0 30.774 10'-0, Pv BL 2.2030 0=178.86 15.06 C=120 0.201995 56'-8 Pf 13.788 509 22'-0 q=62.13 K=11.2 30.774 Spr(-30.774) 11'-71 Pe 0.000 132 22'-0 44.562 fT(11'-7) 68'-3 Pv RN 2.7030 0=178.86 10.00 C=120 0.074599 1'-10 Pf 1.528 132 22'-0 44.562 18'-73A Pe 0.795 119 20'-2 46.884 P0(18'-7%) 20'-5'/1 Pv a Route 8 BL 2.2030 Q=68.40 5.76 C=120 0.034117 10'-0'Pf 0.341 501 22'-2 q=73.78 K=11.2 43.393 Spr(-43.393) Pe 502 22'-2 43.734 10'-0 Pv BL 2.2030 0=142.46 11.99 C=120 0.132594 194'-5; Pf 27.316 502 22'-2 q=74.07 K=11.2 43.734 Spr(-43.734) 11'-7 Pe 0.000 133 22'-2 71.049 fT(11'-7) 206'-0, Pv RN 2.7030 Q=142.46 7.97 C=120 0.048968 3' Pf 1.060 133 22'-2 71.049 18.-73 Pe 1.301 104 19'-2 73.410 PO(18'-7%) 21'-73% Pv a Route 9 BL 2.2030 0=5.38 0.45 C=120 0.000309 10'-0 Pf 0.003 501 22'-2 q=73.78 K=11.2 43.393 Spr(-43.393) Pe 500 22'-2 43.396 10'-0, Pv BL 2.2030 0=79.16 6.66 C=120 0.044713 56-8 Pf 3.052 500 22'-2 q=73.78 K=11.2 43.396 Spr(-43.396) 11'-71 Pe 0.000 134 22'-2 46.448 fT(11'-7) 68'-3, Pv RN 2.7030 0=79.16 4.43 C=120 0.016513 2'-0 Pf 0.341 134 22'-2 46.448 18'-7'/. Pe 0.867 121 20'-2 47.656 PO(18'-73h) 20'-73% Pv a Route 10 RN 2.7030 0=107.31 6.00 C=120 0.028989 3'-0 Pf 0.628 135 22'-2 72.312 18'-7% Pe 1.301 108 19'-2 74.240 PO(18'-7%) 21'-7'/: Pv a Route 11 RN 2.7030 0=107.10 5.99 C=120 0.028887 3'-0Pf 0.625 136 22'-2 72.041 18'-7%1 Pe 1.301 107 19'-2 73.967 PO(18'-7%) 21'-7'/. Pv a Route 12 RN 2.7030 0=107.37 6.00 C=120 0.029019 3'-0i Pf 0.628 137 22'-2 71.809 18'-7'/. Pe 1.301 106 19'-2 73.738 P0(18'-7%) i 21'-7'/1 Pv a Route 13 RN 2.7030 0=108.20 6.05 C=120 0.029435 3'-0 Pf 0.637 138 22'-2 71.615 18'-7'/. Pe 1.301 105 19'-2 73.553 PO(18'-7%) 21'-7'/4 Pv a Route 14 CM 2.7030 0=8.89 0.50 C=120 0.000289 8'-6 Pf 0.002 139 22'-2 48.789 1 Pe 140 22'-2 48.792 8'-6 Pv BL 2.2030 0=13.71 1.15 C=120 0.001745 1 58'-0, Pf 19'-6 Pe 0.135 0.000 140 22'-2 48.792 fT(14'-8'%) 141 22'-2 48.927 fE(4'-9'/.) 77'-6 Pv CM 2.7030 0=13.71 0.77 C=120 0.000644 8'-4 Pf 0.005 141 22'-2 48.927 Pe 142 22'-2 48.932 8'-4 Pv ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:59PM Page 7 Hydraulic Analysts Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss ; Length Pressure ' Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings CM 2.7030 0=25.81 1.44 C=120 0.002077 1 7'-6 Pf 0.016 142 22'-2 48.932 ' Pe 143 22'-2 48.948 7'-8 Pv CM 2.7030 0=38.63 2.16 C=120 0.004379 8'-6 Pf 0.037 143 22'-2 48.948 , Pe 144 22-2 48.985 8'-6 Pv BL 2.2030 Q=53.02 4.46 C=120 0.021297 137'-0 Pf 3.333 144 22'-2 48.985 fT(14'-8'h) 19'-6 Pe 0.000 145 22'-2 52.318 fE(4'-9Y4) 156-6 Pv CM 2.7030 0=53.02 2.96 C=120 0.007865 8'-6 Pf 0.067 145 22'-2 52.318 1 Pe 146 22'-2 52.385 8'-6 Pv CM 2.7030 0=96.18 5.38 C=120 0.023674 8'-6 Pf 0.201 146 22'-2 52.385 Pe 147 22'-2 52.586 I 8'-6 Pv CM 2.7030 0=140.75 7.87 C=120 0.047887 1 10'-0 Pf 0.479 147 22'-2 52.586 i Pe 128 22'-2 53.065 10'-0, Pv Ga. Route 15 CM 4.3100 0=140.75 3.10 C=120 0.004936 10'-0, Pf 0.049 126 20'-2 49.562 1 Pe 148 20'-2 49.612 10'-0 Pv RN 2.7030 0=44.57 2.49 C=120 0.005707 2-0 Pf 0.118 148 20'-2 49.612 P0(18'-7%) 18'-7'/ Pe -0.867 149 22'-2 48.862 20'-74Pv BL 2.2030 0=44.57 3.75 C=120 0.015452 214'-8 Pf 3.724 149 22'-2 48.862 fT(11'-7) 26-3% Pe 147 22-2 52.586 fT(14'-8Y2) 240'-11'% Pv .. Route 16 CM 4.3100 0=96.18 2.12 C=120 0.002440 8'-G Pf 0.021 148 20' 2 49.612 I Pe 150 20'-2 49.632 8'-6, Pv RN 2.7030 0=43.16 2.41 C=120 0.005377 2'-0' Pf 0.111 150 20'-2 49.632 P0(18.-7%) 18'-7'/. Pe -0.867 151 2Z-2 48.876 20'-7'/. Pv BL 2.2030 Q=43.16 3.63 C=120 0.014559 214'-8 Pf 3.508 151 22'-2 48.876 fT(11'-7) 26'-3%1 Pe 146 2Z-2 52.385 fT(14'-8Yz) 240'-11'/41 Pv .. Route 17 CM 4.3100 0=53.02 1.17 C=120 0.000811 8'-6 Pf 0.007 150 20'-2 49.632 Pe 152 20'-2 49.639 8'-6; Pv RN 2.7030 0=14.39 0.80 C=120 0.000704 2'-0Pf 0.015 152 20'-2 49.639 P0(18'-7%) 18'-7'/ Pe -0.867 153 22'-2 48.787 20'-7% Pv BL 2.2030 Q=14.39 1.21 C=120 0.001907 77'- Pf 0.198 153 22'-2 48.787 fT(1 V-7) 26'-3'/. Pe -0.000 144 22'-2 48.985 fT(14'-8'/z) 103'-11% Pv w Route 18 CM 4.3100 0=38.63 0.85 C=120 0.000451 8'-6 Pf 0.004 152 20'-2 49.639 Pe 154 20'-2 49.643 8'-6 Pv RN 2.7030 Q=12.81 0.72 C=120 0.000569 7-0 Pf 0.012 154 20'-2 49.643 P0(18'-7%) 18'-7'/. Pe -0.867 155 22'-2 48.788 20'-7% Pv BL 2.2030 0=12.81 1.08 C=120 0.001540 77'-8 Pf 0.160 155 22'-2 48.788 fT(11'-7) 26-3, Pe -0.000 143 22'-2 48.948 fT(14'-8Y%) 103'-11 % Pv G Route 19 CM 4.3100 0=25.81 0.57 C=120 0.000214 7'-6 Pf 0.002 154 20'-2 49.643 I Pe 156 20'-2 49.645 7'-6 Pv RN 2.7030 0=12.10 0.68 C=120 0.000512 2'-0 Pf 0.011 156 20'-2 49.645 P0(18'-7%) 18'-7'/. Pe -0.867 157 27-2 48.788 20'-7'/: Pv BL 2.2030 0=12.10 1.02 C=120 0.001386 77-8 Pf 0.144 157 22-2 48.788 fT(11'-7) 26-3% Pe -0.000 142 22-2 48.932 fT(14'-8Yz) 103'-11% Pv .. Route 20 RN 2.7030 0=108.20 6.05 C=120 0.029435 I 2'-0 Pf 0.608 122 20'-2 48.419 P0(18.-7%) 18'-7'/4 Pe -0.867 158 22'-2 48.160 20'-73%Pv © M.E.P.CAD, Inc. r� AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:59PM Page 8 • • Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length ' Pressure Eq. Length Summary Total Length r Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings BL 2.2030 0=108.20 9.11 C=120 0.079704 271'-1 Pf 23.454 23'-2% Pe -0.000 294'-31%Pv 158 22'-2 138 22'-2 48.160 71.615 fT(11'-7) fT(11'-7) .a Route 21 RN 2.7030 0=107.10 5.99 C=120 0.028887 2'-0 Pf 0.597 18'-7% Pe -0.867 Pv 124 20'-2 159 22'-2 49.294 49.02420'-7% P0(18'-7%) BL 2.2030 0=107.10 9.01 C=120 0.078218 I 271'-1' Pf 23.017 23'-2'/.! Pe -0.000 294'-3'/: Pv 159 22'-2 136 22'-2 49.024 72.041 fT(11'-7) fT(11'-7) ar Route 22 RN 2.7030 0=107.37 6.00 C=120 0.029019 I 2'-0 Pf 0.599 18'-7'/.� Pe -0.867 20'-7'/.! Pv 123 20'-2 160 22'-2 48.954 48.687 P0(18'-7'%) BL 2.2030 0=107.37 9.04 C=120 0.078575 271'1 Pf 23.122 23'-2'/. Pe -0.000 294'-3%I Pv 160 22'-2 137 22'-2 48.687 71.809 fT(11'-7) fT(11'-7) ai Route 23 RN 2.7030 Q=107.31 6.00 C=120 0.028989 2' -Qq Pf 0.599 18'-7'/1 Pe -0.867 20'-7% Pv 125 20'-2 161 27-2 49.481 49.213 P0(18'-7%) BL 2.2030 0=107.31 9.03 C=120 0.078496 271'-1 Pf 23.099 23'-21/ Pe -0.000 294'-3Y. Pv 161 27-2 135 22'-2 49.213 72.312 fT(11-7) fT(11'-7) Route 24 CM 4.3100 0=8.89 0.20 C=120 0.000030 8'-6 Pf 0.000 I Pe 8'-6; Pv 162 20'-2 163 20'-2 49.645 49.646 CM 4.3100 0=4.61 0.10 C=120 0.000009 7'-0 Pf 0.000 Pe 7-0 Pv 163 20'-2 164 20'-2 49.646 49.646 RN 2.7030 0=4.61 0.26 C=120 0.000086 2'-0 Pf 0.002 18'-7'/. Pe -0.867 20'-7'/a Pv 164 20'-2 165 22'-2 49.646 48.780 P0(18'-7%) BL 2.2030 0=4.61 0.39 C=120 0.000233 19'-81 Pf 0.008 16'-4% Pe -0.000 36'-0'/3 Pv 165 27-2 166 27-2 48.780 48.789 fT(11'-7) fE(4'-9'/.) CM 2.7030 0=4.61 0.26 C=120 0.000086 7'-0 Pf 0.001 Pe 7-0 Pv 166 22'-2 139 27-2 48.789 48.789 v Route 25 CM 4.3100 0=13.71 0.30 C=120 0.000066 8' 4 Pf 0.001 ( Pe 8'-4; Pv 156 20'-2 162 20'-2 49.645 49.645 RN 2.7030 0=4.82 0.27 C=120 0.000093 2'-0 Pf 0.002 18'-7'/. Pe -0.867 20'-7'/. Pv 162 20'-2 167 22'-2 49.645 48.780 P0(18'-7%) BL 2.2030 0=4.82 0.41 C=120 0.000252 19' -tib Pf 0.012 26-3'/+ Pe -0.000 45'-11'/! Pv 167 22'-2 140 27-2 48.780 48.792 fT(11-7) fT(14'-8%) .a Route 26 RN 2.7030 0=4.27 0.24 C=120 0.000075 2'-0 Pf 0.002 18'-73/.J Pe -0.867 20'-7'/.1 Pv 163 20'-2 168 22'-2 49.646 48.780 P0(18'-7%) I BL 2.2030 0=4.27 0.36 C=120 0.000202 ! 19'-8! Pf 0.009 26'-3'/. Pe -0.000 45'-11'/x Pv 168 22'-2 139 22'-2 48.780 48.789 fT(11'-7) fT(14'-8%s) Equivalent Pipe Lengths of engthValves arid Fittings (C=120 only) , ` a Value Multipiier j Actual Inside Diameter l4.87 Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter / = Factor © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:59PM Page 9 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Downstream Elevation Upstream Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings :Length 'Pressure Eq. Length ;Summary Total Length I Pipe Type Legend y. Units Legend Fittings Legend`' AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pv Velocity pressure at a point in a pipe Pressure due to elevation difference between indicated points ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%0 Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:59PM Page 10 (M ©M.E.P.CAD, Inc. it AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:01 PM Page 11 Hydraulic Grapn: Job Number: 790223 Report Description: Spec. Warehouse Supply at Node 1 150 135 Static Pressure 130.000 120 105 1825.67 with hose streams 90 7U) 2 1425.67 @ 90.343 J75 60 System demand curve 45 30 4856.00 @ 20.000 15 1 11111111111111111111111111111 111 1_111111111 11/111111 111111111 111111111 111111 I I I la -000 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 4856.00 @ 20.000 Available PressureTime of Test 111.994 @ 1825.67 System Demand 1425.67 @ 90.343 System Demand (Including Hose Allowance) 1825.67 @ 90.343 (M ©M.E.P.CAD, Inc. it AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:01 PM Page 11 Flow Diagram (Top View), Job Number: 790223 Report Description: Spec. Warehouse Dn E7 < Dn Dn < Dn Nib Dn '° Dn Dn`0 Dn 4' 0 /61, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:56:03PM Page 12 1 Dn J° o 0 e o + Up J On i lip o '° Dn yo Up o Dn < Up Dn > — — — I < ° °< e e UP Up U> e o°L— — I UP Up V°', > u>. > u <u <—.<01 I < Up UP > -oi • ©M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:23PM Page 1 Hydraulic -Summary" - .: Job Number: 790223 Report Description: Spec. Warehouse Job Job Number 790223 Design Engineer S. WASLEY Job Name NORMED WAREHOUSE State Certifcation/License Number WESTESF136QF Address 1 4310 SOUTH 131ST PLACE AHJ , City of Tukwila / WSRB Address 2 Job Site i SHIFT CALC. - SOUTH City I State ! Zip Code TUKWILA I WA i 98124 Drawing Name Sprinkler Drawing -286 SSU.cad System. ' Remote Area(s). Most Demanding Sprinkler Data 11.2 K -Factor 60.00 at 28.699 Occupancy Spec. Warehouse Hose Allowance At Source 400.00 Density Area of Application 0.600gpm/ft2 2000.00ft2 (Actual 2040.25ft2) Additional Hose Supplies Node Flow(qpm) Number Of Sprinklers Calculated I Coverage Per Sprinkler 21 I 100.00ft2 Hose At Node 111 100.00 �dion �m� `"�v_ A`�r� ' J A Total Hose Streams�wT" 500.00 System Flow Demand 1435.34 Total Water Required (Including Hose Allowance) 1835.34, Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.82 between nodes 130 and 1334 Maximum Velocity Under Ground 8.33 between nodes 10 and 20 Volume capacity of Wet Pipes 6544.23ga1 Volume capacity of Dry Pipes Supplies.', .. Node Hose Flow Static I Residual @ Flow (psi) (psi) (gpm) (gpm) Available Total Demand Required I Safety Margin (psi) (gpm) (psi) (psi) 1 I 400.00 1 130.000 I 20.000 I 4856.00 f 111.818 I 1835.34 I 90.693 I 21.124 Contractor Contractor Number I 1 Contact Name I Contact Title Steve Wesley i Project Manager Contractor Name Western States Fire Protection I Phone Extension ; 425-881-0100 Address 1 7102 180th Ave. N.E. FAX 425-881-3030 Address 2 - Suite A-105 E-maf , steve.wasley@wsfp.us City State Zip Code Redmond WA 98052 Web -Site wsfp.com ©M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:23PM Page 1 { Summary OfOutflowing Devices-: Job Number 790223 Report Description: Spec. Warehouse Actual Flow Device (gpm) Minimum Flow (gpm) ' K -Factor 1 (K) Pressure ' (psi) Hose 111 ! 100.00 100.00 0 84.788 Sprinkler 502 75.03 60.00 11.2 44.872 Sprinkler 526 75.02 60.00 11.2 44.870 Sprinkler 1310 . 75.33 ! 60.00 11.2 45.238 Sprinkler 505 ! 62.23 60.00 11.2 30.874 Sprinkler 506 61.42 60.00 11.2 1 30.071 Sprinkler 507 61.24 i 60.00 11.2 29.899 I Sprinkler 508 61.26 60.00 11.2 I 29.917 I Sprinkler 527 61.68 60.00 11.2 j 30.324 Sprinkler 1334 62.92 60.00 11.2 31.557 Sprinkler 511 62.26 60.00 I 11.2 30.904 Sprinkler 512 61.46 60.00 11.2 30.115 c> Sprinkler 514 60.00 60.00 I 11.2 28.699 Sprinkler 513 61.31 60.00 11.2 29.968 Sprinkler 528 61.73 60.00 11.2 30.374 Sprinkler 1359 62.96 60.00 11.2 31.605 Sprinkler 517 62.05 60.00 11.2 30.693 Sprinkler 518 61.22 60.00 11.2 29.878 Sprinkler 519 61.04 60.00 11.2 29.699 Sprinkler 520 61.05 60.00 11.2 29.715 Sprinkler 529 61.46 60.00 11.2 30.108 Sprinkler 1383 62.67 60.00 11.2 31.313 c Most Demanding Sprinkler Data iM © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:24PM Page 2 • Job Number: 790223 Report Description: Spec. Warehouse Node ! Elevation(Foot) 1 Fittings Pressure(psi) Discharge(gpm) 164 20'-2 , P0(18'-73/4) 51.830 165 22'-2 ' 2fT(11'-7) 50.965 166 ! 22'-2 fE(4'-9'/4) 50.972 163 20'-2 ; P0(18'-7%) 51.830 ' 168 22'-2 2fT(11'-7) 50.964 139 , 22'-2 fT(14'-8'1A) 50.973 ' 162 20'-2 P0(18'-7%) 51.830 167 22'-2 2fT(11'-7) ! 50.964 140 22'-2 2fT(14'-8'/2) 50.975 141 22'-2 fE(4'-9V4) 51.100 156 20'-2 P0(18'-7%) 51.829 157 22'-2 2fT(11'-7) 50.972 142 22'-2 fT(14'-81/2) 51.105 154 20'-2 P0(18'-7%) 51.828 155 22'-2 2fT(11'-7) 50.971 143 22'-2 fT(14'-8'/2) 51.119 152 20'-2 P0(18'-7%) 51.824 153 1 22'-2 2fT(11'-7) 50.971 144 22'-2 2fT(14'-8V2) 51.153 145 22'-2 "fE(4'-9'/4) 54.227 150 20'-2 P0(18'-7%) 51.818 151 22'-2 2fT(11-7) 51.053 146 22'-2 fT(14'-8'A) 54.288 148 20'-2 P0(18'-7%) 51.799 149 22'-2 2fT(11'-7) 51.040 147 22'-2 fT(14'-8V2) 54.474 10 -4'-0 88.907 112 2'-3 84.788 20 1'-0 85.578 110 19'-2 fE(13'-0%) 75.503 126 20'-2 P0(18'-7%) 51.753 127 22'-2 2fT(11'-7) 51.010 128 22'-2 2fT(14'-8'/2) 54.915 109 19'-2 P0(18'-7%) 74.844 129 22'-2 2fT(11'-7) 71.902 125 20'-2 P0(18'-7%) 51.678 161 22'-2 2fT(11'-7) 51.362 108 19'-2 P0(18'-7%) 74.506 135 22'-2 2fT(11'-7) 72.628 124 20'-2 P0(18'-7%) 51.506 159 22'-2 21T(11'-7) 51.187 107 19'-2 P0(18'-7%) 74.222 136 22'-2 2fT(11'-7) 72.346 123 20'-2 P0(18'-7%) 51.193 160 22'-2 2fT(11'-7) 50.876 106 19'-2 PO(18'-7'/4) 73.980 137 22'-2 2fT(11'-7) 72.103 122 20'-2 P0(18'-7%) 50.701 158 22'-2 2fTL1'-7) 50.391 105 19'-2 P0(18.-7%) 73.781 138 22'-2 2fT(11'-7) 71.896 121 20'-2 P0(18'-7%) 49.999 134 22'-2 2fT(11-7) 48.793 104 19'-2 P0(18'-7%) 73.625 133 22'-2 2fT(11'-7) 71.208 120 20'-2 P0(18'-7%) 49.541 131 22'-2 2fT(11'-7) 47.258 103 19'-2 P0(18'-7%) 73.536 130 22'-2 2fT(11'-7) 70.252 119 20'-2 P0(18'-7%) 49.297 132 22'-0 2fT(11'-7) 47.113 100 22'-0 P0(8'-8%) 29.950 102 19'-2 P0(18'-7%) 73.489 101 22'-0 2fT(11'-7) 70.293 116 19'-2 P0(18'-7%) 73.479 115 21'-8 fE(4'-9'/4) 70.491 118 20'-2 P0(18'-7%) 49.229 117 21'-8 2fT(11'-7) 47.188 111 2'-3 fT(40'-7%2), Hose 84.788 100.00 502 22'-2 Spr(-44.872) 44.872 75.03 , 526 22'-2 Spr(-44.870) 44.870 75.02 ! 1310 22'-2 Spr(-45.238) 45.238 75.33 505 22'-2 Spr(-30.874) 30.874 62.23 506 ' 22'-2 Spr(-30.071) 30.071 61.42 507 22'-2 Spr(-29.899) 29.899 61.24 508 22'-2 Spr(-29.917) 29.917 61.26 527 22'-2 Spm -30.324) 30.324 61.68 , © M.E.P.CAD, Inc. 411 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:25PM Page 3 • Node. Analysis` Job Number: 790223 Report Description: Spec. Warehouse Node I Elevation(Foot) I Fittings Pressure(psi) ' Discharge(gpm) 1334 I 22'-2 I Spr(-31.557) 31.557 62.92 511 22'-0 I Spr(-30.904) 30.904 i 30.115 ' 62.26 61.46 512 1 22'-0 I Spr(-30.115) 514 I 22'-5'/. I Spr(-28.699) 28.699 60.00 513 ; 22'-0 I Spr(-29.968) ' 29.968 I 61.31 I 528 ; 22'-0 I Spr(-30.374) 30.374 i 61.73 I 1359 22'-0 I Spr(-31.605) 31.605 62.96 517 ' 21'-8 I Spr(-30.693) 30.693 62.05 i 518 I 21'-8 I Spr(-29.878) 29.878 I 61.22 519 I 21'-8 I Spr(-29.699) 29.699 61.04 520 21'-8 I Spr(-29.715) 29.715 I 61.05 529 21'-8 I Spr(-30.108) 30.108 I 61.46 1383 21'-8 I Spr(-31.313) 31.313 I 62.67 I 1 1 -4'-0 I 2S, 2T(79' -8Y2) 90.693 I 1435.34 I [M, ©M.E.P.CAD, Inc. all AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:25PM Page 4 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length ' Summary Total Length Downstream Upstream wo Route 1 SP 1.6390 0=60.00 9.12 C=120 0.113040 0'-5% Pf 1.041 514 22'-5% q=60.00 K=11.2 28.699 Spr(-28.699) 8'-8'/g Pe 0.210 100 22'-0 29.950 PO(8'-8%) 9'-2'/2 Pv BL 2.2030 0=13.83 1.16 C=120 0.00177410'-0 Pf 0.018 100 22'-0 29.950 i Pe 513 22'-0 29.968 I 10'-0 Pv BL 2.2030 0=75.15 6.33 C=120 0.040607 10'-0i Pf 0.406 513 22'-0 q=61.31 K=11.2 29.968 Spr(-29.968) � Pe 528 27-0 30.374 10'-0, Pv BL 2.2030 0=136.87 11.52 C=120 0.123128 10'-0; Pf 1.231 528 22'-0 q=61.73 K=11.2 30.374 Spr(-30.374) I Pe 1359 27-0 31.605 10'-0, Pv BL 2.2030 0=199.84 16.82 C=120 0.247985 144'-5 Pf 38.688 1359 22-0 q=62.96 K=11.2 31.605 Spr(-31.605) 11'-7j Pe 0.000 101 22'-0 70.293 fT(11'-7) 156'-0 Pv RN 2.7030 0=199.84 11.17 C=120 0.091583 2'-10 Pf 1.968 101 22'-0 70.293 18'-74 Pe 1.228 102 19'-2 73.489 PO(18'-7%) 21'-5% Pv CM 6.4030 Q=397.82 3.96 C=120 0.004909 9' 7 Pf 0.047 102 19'-2 73.489 Pe 103 19'-2 73.536 9'- i Pv CM 6.4030 0=597.68 5.96 C=120 0.010424 8'-6 Pf 0.089 103 19'-2 73.536 Pe 104 19'-2 73.625 8'-6, Pv CM 6.4030 0=744.17 7.41 C=120 0.015637 10'-0 Pf 0.156 104 19'-2 73.625 Pe 105 19'-2 73.781 10'-01 Pv CM 6.4030 0=847.41 8.44 C=120 0.019886 10'-� Pf 0.199 105 19' 2 73.781 Pe 106 19'-2 73.980 10'-0 Pv CM 6.4030 0=949.93 9.46 C=120 0.024564 9'-1 Pf 0.242 106 19'-2 73.980 Pe 107 19'-2 74.222 9-1Q Pv CM 6.4030 0=1052.27 10.48 C=120 0.029682 9'-7 Pf 0.284 107 19' 2 74.222 I Pe 108 19'-2 74.506 9'- Pv CM 6.4030 0=1154.88 11.51 C=120 0.035258 9'-7 Pf 0.338 108 19'-2 74.506 Pe 109 19'-2 74.844 9'-7 Pv CM 6.4030 0=1335.34 13.30 C=120 0.046122 1'-3'/4 Pf 0.660 109 19'-2 74.844 13'-01/Pe 110 19'-2 75.503 fE(13'-0Y4) 14'-31A Pv FM 8.3290 0=1335.34 7.86 C=120 0.012815 24'-04 Pf 1.949 110 19'-2 75.503 128'-0'/ Pe 7.336 111 2'-3 84.788 2fE(16'-0), CV(55'-4%), fT(40'-7%:), 152-1 Pv Hose DY 8.3290 0=1435.34 8.45 C=120 0.014646 0'-0 Pf 0.000 111 2-3 q=100.00 84.788 Pe -0.000 112 7-3 84.788 0'-0 Pv UG 8.3900 0=1435.34 8.33 C=140 0.010628 1-3 Pf 0.248 112 2-3 84.788 22'-0Y Pe 0.542 20 1'-0 85.578 BFP, LtE(22'-0%) 23'-3'/ Pv UG 8.3900 0=1435.34 8.33 C=140 0.010628 36'-6% Pf 1.164 20 1'-0 85.578 72'-11A Pe 2.166 10 -4'-0 88.907 3LtE(22'-0%), PIV(6'-9%) 109'-6f Pv UG 10.4000 0=1435.34 5.42 C=140 0.003734 390.-7% Pf 1.786 10 -4'-0 88.907 87-8'/. Pe -0.000 1 -4'-0 90.693 GV(7'-11'/4), S, T(79' -8Y:) 478'-3% Pv w Route 2 BL 2.2030 0=12.80 1.08 C=120 0.001536 10'-0Pf 0.015 519 21'-8 q=61.04 K=11.2 29.699 Spr(-29.699) I Pe 520 21'-8 29.715 10'-0 Pv BL 2.2030 0=73.85 6.22 C=120 0.039322 10'-0 Pf 0.393 520 21'-8 q=61.05 K=11.2 29.715 Spr(-29.715) I Pe 529 21'-8 30.108 I 10'-0 Pv BL 2.2030 0=135.31 11.39 C=120 0.12053510'-0 Pf 1.205 529 21'-8 q=61.46 K=11.2 30.108 Spr(-30.108) Pe 1383 21'-8 31.313 10'-0 Pv BL 2.2030 0=197.98 16.66 C=120 0.243738 146-5, Pf 39.178 14'-3', Pe 0.000 1383 21'-8 q=62.67 K=11.2 31.313 Spr(-31.313) 115 21'-8 70.491 3fE(4'-9%) 160'-8% Pv ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:26PM Page 5 Hydra iIic Anatysis. Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings : Length Pressure Eq. Length - Summary Total Length Downstream Upstream Elevation Discharge K -Factor RN 2.7030 0=197.98 11.07 C=120 0.0900151 2'-5 Pf 1.904 Pe 1.084 Pv 115 116 21'-8 19'-2 70.491 73.479 PO(18'-7%) 18'-73i 21-1'/<' CM 6.4030 0=197.98 1.97 C=120 0.001350 7'-7 Pf 0.010 Pe Pv 116 102 19'-2 19'-2 73.479, 73.489 7'-7 - Route 3 BL 2.2030 Q=48.24 4.06 C=120 0.017883 10'-0 Pf 0.179 Pe Pv 519 518 21'-8 21'-8 q=61.04 K=11.2 29.699 29.878 Spr(-29.699) 10'-0 BL 2.2030 0=109.46 9.21 C=120 0.081430 10'-0 Pf 0.814 i Pe Pv 518 517 21'-8 21'-8 q=61.22 K=11.2 29.878 30.693 Spr(-29.878) 10'-0 BL 2.2030 0=171.51 14.44 C=120 0.186894 76'-8 Pf 16.495 Pe 0.000 Pv 517 117 21'-8 21'-8 q=62.05 K=11.2 30.693 47.188 Spr(-30.693) fT(11'-7) 11'-7 88'-31 RN 2.7030 0=171.51 9.59 C=120 0.069022 1'-6 Pf 1.391 Pe 0.650 Pv 117 118 21'-8 20'-2 47.188 49.229 PO(18'-7') 18'-7'/.� 20'-1% CM 4.3100 0=171.51 3.77 C=120 0.007115 9'-7 Pf 0.068 Pe Pv 118 119 20'-2 20'-2 49.229 49.297 9'-7 CM 4.3100 0=341.40 7.51 C=120 0.025426 9'-7 9'-71 Pf 0.244 Pe Pv 119 120 20'-2 20'-2 49.297 49.541 CM 4.3100 0=512.28 11.27 C=120 0.053869 8'-6 8'-6 Pf 0.458 I Pe Pv 120 121 20'-2 20'-2 49.541 49.999 CM 4.3100 0=591.16 13.00 C=120 0.070212 10'-0 10'-0 Pf 0.702 Pe Pv 121 122 20'-2 20'-2 49.999 50.701 CM 4.3100 0=487.92 10.73 C=120 0.049227 101 Pf 0.492 Pe 10'-0 Pv 122 123 20'-2 20'-2 50.701 51.193 CM 4.3100 0=385.41 8.48 C=120 0.031820 9'-10' Pf 0.313 Pe 9'-10, Pv 123 124 20'-2 20'-2 51.193 51.506 CM 4.3100 0=283.07 6.22 C=120 0.017978 9'-7� Pf 0.172 I Pe 9'-7 Pv 124 125 20'-2 20'-2 51.506 51.678 CM 4.3100 0=180.45 3.97 C=120 0.007817 9'-7 9'-7 Pf 0.075 Pe Pv 125 126 20'-2 20'-2 51.678 51.753 RN 2.7030 0=45.74 2.56 C=120 0.005985 2'-0 Pf 0.124 18'-7% Pe -0.867 20'-7% Pv 126 127 20'-2 22'-2 51.753 51.010 P0(18'-7%) BL 2.2030 0=45.74 3.85 C=120 0.016207 214'-8 Pf 3.906 26'-3% Pe 240'-11% Pv 127 128 22'-2 22'-2 51.010 54.915 fT(11'-7) fT(14'-8Y2) BL 2.2030 0=180.45 15.19 C=120 0.205327 56'-5 Pf 16.986 26'-3'/. Pe 82'-8% Pv 128 129 22'-2 22'-2 54.915 71.902 fT(14'-8%) fT(11-7) RN 2.7030 0=180.45 10.09 C=120 0.075829 3'-0 Pf 1.642 18'-7% Pe 1.301 21'-7% Pv 129 109 22'-2 19'-2 71.902 74.844 PO(18'-7%) ia► Route 4 BL 2.2030 0=14.01 1.18 C=120 0.001815 10'-0. Pf 0.018 1 Pe 10'-0 Pv 507 508 22'-2 22'-2 q=61.24 K=11.2 29.899 29.917 Spr(-29.899) BL 2.2030 Q=75.27 6.34 C=120 0.040729 10'-0. Pf 0.407 I Pe 10'-0 Pv 508 527 22'-2 22'-2 q=61.26 K=11.2 29.917 30.324 Spr(-29.917) ! 1 BL 2.2030 0=136.94 11.53 C=120 0.123246 10'-0 Pf 1.232 I Pe 10'-0 Pv 527 1334 22'-2 22'-2 q=61.68 K=11.2 30.324 31.557 Spr(-30.324) BL 2.2030 0=199.86 16.82 C=120 0.248035 144'-5 Pf 38.696 11'-7, Pe 0.000 156'-0 Pv 1334 130 22'-2 22'-2 q=62.92 K=11.2 31.557 70.252 Spr(-31.557) fT(11'-7) RN 2.7030 0=199.86 11.17 C=120 0.091602 3'-0 Pf 1.983 18'-7% Pe 1.301 21'-7'% Pv 130 103 22'-2 19'-2 70.252 73.536 PO(18'-7%) a Route 5 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:26PM Page 6 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse , [, © M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:26PM Page 7 Pipe Type Diameter Flow Velocity HWC Friction Loss , Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings , Eq. Length Summary , Total Length BL 2.2030 Q=47.23 3.98 C=120 0.017200 10'-0 Pf 0.172 507 22'-2 q=61.24 K=11.2 29.899 Spr(-29.899) Pe 506 22'-2 30.071 10'-0 Pv BL 2.2030 0=108.65 9.15 C=120 0.080321 10'-0 Pf 0.803 506 22'-2 q=61.42 K=11.2 30.071 Spr(-30.071) Pe 505 22'-2 30.874 10'-0 Pv BL 2.2030 Q=170.88 14.38 C=120 0.185636 76'-8 Pf 16.384 505 22'-2 q=62.23 K=11.2 30.874 Spr(-30.874) 11'-7� e 0.000 131 22'-2 47.258 fT(11'-7) 88'-3 Pv RN 2.7030 0=170.88 9.55 C=120 0.068557 2'-0 Pf 1.416 131 22'-2 47.258 18'-7'/.I Pe 0.867 120 20'-2 49.541 P0(18'-7%) i 20'-7% Pv a Route 6 BL 2.2030 0=107.63 9.06 C=120 0.078929 1 10'-0 Pf 0.789 512 22'-0 q=61.46 K=11.2 30.115 Spr(-30.115) � Pe 511 22'-0 30.904 10'-0, Pv BL 2.2030 0=169.89 14.30 C=120 0.183648 76'-8, Pf 16.209 511 22-0 q=62.26 K=11.2 30.904 Spr(-30.904) 11-71 Pe 0.000 132 22'-0 47.113 fT(11'-7) 88'-3, Pv RN 2.7030 0=169.89 9.50 C=120 0.067823 1-10 Pf 1.389 132 22'-0 47.113 18'-7'/. Pe 0.795 119 20'-2 49.297 P0(18'-7%) 20'-5'/. Pv a Route 7 BL 2.2030 0=71.16 5.99 C=120 0.036716 10'-0 Pf 0.367 526 22'-2 q=75.02 K=11.2 44.870 Spr(-44.870) Pe 1310 22'-2 45.238 10'-0, Pv BL 2.2030 0=146.49 12.33 C=120 0.139618 174'-5 Pf 25.970 1310 22'-2 q=75.33 K=11.2 45.238 Spr(-45.238) 11'-7 Pe 0.000 133 22'-2 71.208 fT(11'-7) 186'-0 Pv RN 2.7030 0=146.49 8.19 C=120 0.051562 3'-Q Pf 1.116 133 22'-2 71.208 18'-7'/. Pe 1.301 104 19'-2 73.625 P0(18'-7%) 21'-7%I Pv a Route 8 BL 2.2030 0=3.86 0.32 C=120 0.000167 10'-0 Pf 0.002 526 22'-2 q=75.02 K=11.2 44.870 Spr(-44.870) Pe 502 22'-2 44.872 10'-0, Pv BL 2.2030 0=78.88 6.64 C=120 0.044423 76'-8 Pf 3.921 502 22'-2 q=75.03 K=11.2 44.872 Spr(-44.872) 11.-T Pe 0.000 134 22'-2 48.793 fT(11'-7) 88'-3 Pv RN 2.7030 0=78.88 4.41 C=120 0.016406 2'-0 Pf 0.339 134 22'-2 48.793 18'-7%% Pe 0.867 121 20'-2 49.999 P0(18'-7%) 20'-73/41 Pv a Route 9 RN 2.7030 0=102.62 5.74 C=120 0.026688 3'- Pf 0.578 135 22'-2 72.628 I 18'-7'/,� Pe 1.301 108 19'-2 74.506 P0(18'-7%) 21'-7'/ Pv a Route 10 RN 2.7030 0=102.34 5.72 C=120 0.026554 3'-Q Pf 0.575 136 22'-2 72.346 18'-7'/< Pe 1.301 107 19'-2 74.222 P0(18'-7%) 21'-7'/, Pv a Route 11 RN 2.7030 0=102.52 5.73 C=120 0.026639 3'-0' Pf 0.577 137 22'-2 72.103 18'-7'/.1 Pe 1.301 106 19'-2 73.980 P0(18'-7%) 21'-7'/.1 Pv a Route 12 RN 2.7030 0=103.24 5.77 C=120 0.026989 i 3'-0' Pf 0.584 138 22'-2 71.896 18'-7'/, Pe 1.301 105 19'-2 73.781 P0(18'-7%) 21'-7%, Pv a Route 13 CM 2.7030 Q=8.51 0.48 C=120 0.000266 I 8'-6 Pf 0.002 139 22'-2 50.973 I 1 Pe 140 22'-2 50.975 I 8'-6 Pv BL 2.2030 0=13.12 1.10 C=120 0.001609 58'-0. Pf 0.125 140 22'-2 50.975 f(14'-8%) 19'-8 Pe 0.000 141 22'-2 51.100 fE(4'-9%) 77'-6 Pv CM M 2.7030 0=13.12 0.73 C=120 0.000594 8'-4 Pf 0.005 141 22'-2 51.100 1 Pe 142 22'-2 51.105 8'-4, Pv CM 2.7030 0=24.71 1.38 C=120 0.001915 7'-6 Pf 0.014 142 22'-2 51.105 , Pe 143 27-2 51.119 7'-6 Pv , [, © M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:26PM Page 7 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Downstream Upstream Diameter Elevation Flow Velocity Discharge K -Factor HWC C Friction Loss Length !Pressure Pt Pn Fittings Eq. Length Summary Total Length CM 143 144 2.7030 0=36.97 2.07 C=120 0.004037 22'-2 51.119 22'-2 51.153 8'-6 Pf 0.034 ,Pe 8'-6 Pv BL 144 145 2.2030 0=50.74 4.27 C=120 0.019637 137'-0 Pf 3.073 22'-2 fT(14'-81/2) 22'-2 fE(4'-9'/.) 51.153 54.227 19'-6 Pe 0.000 156'-6 Pv CM 145 146 2.7030 0=50.74 2.84 C=120 0.007252 8'-6 Pf 0.062 22'-2 Pe 22'-2 8'-6 Pv 54.227 54.288 CM 146 147 2.7030 0=92.05 5.15 C=120 0.021829 8'-6 Pf 0.186 22'2 Pe 22' 2 8'-6 Pv 54.288 54.474 CM 2.7030 0=134.71 7.53 C=120 0.044155 10'-0; Pf 0.442 147 22'-2 128 22-2 54.474 54.915 �Pe 10'-0 Pv v Route 14 CM 4.3100 0=134.71 2.96 C=120 0.004552 126 20'-2 51.753 148 20'-2 51.799 10'-0Pf 0.046 Pe 10'-0 Pv RN 148 149 2.7030 0=42.66 2.39 C=120 0.005262 2'-0Pf 0.109 20'-2 18'-7'/Pe -0.867 22'-2 20'-7% Pv 51.799 P0(18'-7%) 51.040 BL 2.2030 Q=42.66 149 22-2 147 22'-2 3.59 C=120 0.014248 214'-8 Pf 3.433 26'-3Y Pe 240.-11% Pv 51.040 54.474 fT(11'-7) fT(14'-8'/2) .� Route 15 CM 4.3100 Q=92.05 2.02 C=120 0.002250 148 20'-2 51.799 150 20'-2 51.818 8'-6 Pf 0.019 Pe 8'-6, Pv RN 2.7030 0=41.31 2.31 C=120 0.004958 2'-0 Pf 0.102 150 20'-2 151 27-2 51.818 PO(18'-7%) 51.053 18'-7'/ Pe -0.867 20'-7'/. Pv '- Pf 26'-3'/ Pe 240'-11'/ Pv BL 2.2030 0=41.31 3.48 C=120 0.013425214 3.235 151 22'-2 146 22'-2 51.053 54.288 fT(11'-7) fT(14'-8Y2) GO Route 16 CM 4.3100 0=50.74 1.12 C=120 0.000748 150 20'-2 152 20'-2 51.818 51.824 8'- Pf 0.006 Pe 8' Pv RN 2.7030 0=13.77 0.77 C=120 0.000650 152 20'-2 153 22'-2 51.824 PO(18'-7%) 50.971 2'-0' Pf 0.013 18'-7'/I Pe -0.867 20'-7'/ Pv BL 2.2030 0=13.77 1.16 C=120 0.001759 153 144 22'-2 22'-2 50.971 51.153 fT(11'-7) fT(14'-8Y2) 77'-8 Pf 0.183 26'-3% Pe -0.000 103'-11'/ Pv GO Route 17 CM 4.3100 Q=36.97 0.81 C=120 0.000416 152 154 20'-2 20'-2 51.824 51.828 RN 2.7030 0=12.26 0.69 C=120 0.000524 154 20'-2 51.828 P0(18'-7%) 155 22'-2 50.971 BL 2.2030 0=12.26 1.03 C=120 0.001420 155 143 22'-2 22-2 50.971 51.119 fT(11'-7) fT(14'-81/2) Pf Pe Pv 0.004 2'-0'Pf 0.011 18'-73/1 Pe -0.867 20'-7'/ Pv 77'-8Pf 0.148 26'-3'/1 Pe -0.000 103'-11'/., Pv .r► Route 18 CM 154 156 4.3100 20'-2 20'-2 Q=24.71 0.54 C=120 0.000197 51.828 51.829 7'-6 Pf 0.001 Pe 7'-6 Pv RN 2.7030 0=11.59 0.65 C=120 0.000472 156 20'-2 157 22'-2 51.829 PO(18'-7%) 50.972 2'-0 Pf 0.010 18'-7'% Pe -0.867 20'-7'/. Pv BL 2.2030 0=11.59 0.98 C=120 0.001278 157 22'-2 50.972 fT(11'-7) 142 27-2 51.105 fT(14'-81/2) 77'-8 Pf 0.133 26'-3'/. Pe -0.000 103'-11 % Pv a Route 19 BL 2.2030 0=46.17 3.89 C=120 0.016488 100 22'-0 29.950 512 22'-0 30.115 10'-0 Pf 0.165 Pe 10'-0 Pv Route 20 RN 2.7030 0=103.24 5.77 C=120 0.026989 122 20'-2 50.701 158 22'-2 50.391 PO(18'-7%) 2'-0 Pf 0.557 18'-7'/. Pe -0.867 20'-7% Pv LM, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:26PM Page 8 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 2.2030 0=103.24 8.69 C=120 0.073080 271'-1, Pf 21.505 158 22'-2 50.391 fT(11'-7) 23'-2% Pe -0.000 138 22'-2 71.896 fT(11-7) 294'-3'/. Pv ® Route 21 RN 2.7030 0=102.34 5.72 C=120 0.026554 2'-0i Pf 0.548 124 20'-2 51.506 P0(18'-7%) 18'-7'/. Pe -0.867 159 22'-2 51.18720'-7'/. Pv BL 2.2030 Q=102.34 8.61 C=120 0.071903 271'-1 Pf 21.159 159 22'-2 51.187 fT(11'-7) 23'-2'/. Pe -0.000 136 22'-2 72.346 fT(11'-7) 1 294'-3'% Pv ob Route 22 RN 2.7030 Q=102.52 5.73 C=120 0.026639 2'-0 Pf 0.550 123 20'-2 51.193 P0(18'-7%) 18'-7'/. Pe -0.867 160 22'-2 50.876 20'-73/ Pv BL 2.2030 0=102.52 8.63 C=120 0.072133 271-11 Pf 21.227 160 22'-2 50.876 fT(11'-7) 137 22'-2 72.103 fT(11-7) 23'-21% Pe -0.000 294'-3'/: Pv Q Route 23 RN 2.7030 0=102.62 5.74 C=120 0.026688 2'-� Pf 0.551 125 20'-2 51.678 P0(18'-7%) 161 27-2 51.362 18'-7'/ Pe -0.867 20'-7'% Pv BL 2.2030 0=102.62 8.64 C=120 0.072265 I 271'-1 Pf 21.265 161 22'-2 51.362 fT(11'-7) 135 22'-2 72.628 fT(11'-7) 23'-2% 294'-3'/. Pe -0.000 Pv Route 24 CM 4.3100 0=8.51 0.19 C=120 0.000027 8'-8 Pf 0.000 162 20'-2 51.830 163 20'-2 51.830 8'-6, I Pe Pv CM 4.3100 0=4.42 0.10 C=120 0.000008 7'-0 Pf 0.000 163 20'-2 51.830 164 20'-2 51.830 7'-0 Pe Pv RN 2.7030 0=4.42 0.25 C=120 0.000079 2'-0 Pf 0.002 164 20'-2 51.830 P0(18'-7%) 165 22'-2 50.965 18'-73/ 20'-7% Pe -0.867 Pv BL 2.2030 0=4.42 0.37 C=120 0.000215 19'-8I Pf 0.008 165 22'-2 50.965 fT(11'-7) 166 22'-2 50.972 fE(4'-9%) 16'-4Pe -0.000 36'-014 Pv CM 2.7030 0=4.42 0.25 C=120 0.000079 7'-0 Pf 0.001 166 22'-2 50.972 139 22'-2 50.973 Pe 7'-0 Pv Route 25 CM 4.3100 0=13.12 0.29 C=120 0.000061 8'-4 Pf 0.001 156 20'-2 51.829 162 20'-2 51.830 8'-4 Pe Pv RN 2.7030 0=4.62 0.26 C=120 0.000086 2'-0' Pf 0.002 162 20'-2 51.830 P0(18'-7'/.) 167 22'-2 50.964 18'-7'h Pe -0.867 20'-7'/� Pv BL 2.2030 0=4.62 0.39 C=120 0.000233 19'-8 Pf 0.011 167 22'-2 50.964 fT(11'-7) 140 22-2 50.975 f(14'-8%) 26'-33/.1 Pe -0.000 45'-11'/. Pv a Route 26 RN 2.7030 0=4.09 0.23 C=120 0.000069 2'-0 Pf 0.001 163 20'-2 51.830 P0(18'-7%) 168 22'-2 50.964 18'-73/.J Pe -0.867 20'-7'/.i Pv BL 2.2030 0=4.09 0.34 C=120 0.000186 19'-8 Pf 0.009 168 22-2 50.964 fT(11'-7) 139 22'-2 50.973 fT(14'-8%) I 26'-33/ Pe -0.000 45'-11'/.1 Pv Equivalent Pipe;.Lengths of Valves. and Fittings (C=120 only) - I G Value Multiplier:,; 1 r Actual Inside Diameter 4 B7 ) Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter = Factor Multiplying Factor 0.713 1.16 1.33 1.51 , (M © M.E.P.CAD, Inc. 'sly AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:26PM Page 9 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure ; Eq. Length Summary Total Length :Pipe Type Legend Units, Legend Fittings Legend'° AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Pt Pn Pf Pe Pv Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111,° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap A(/, © M.E.P.CAD, Inc. it AutoSPRINKO VR5 v5.1.32 12/27/2006 2:55:26PM Page 10 (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:27PM Page 1 3 e Hydraulic Graph ._ Job Number: 7902: Report Description: Spec. Warehou: Supply at Node 1 150 135 120 Static Pressure 130.000 105 .1835.34 with hose streams 90 .; a- 75 1435.34 @ 90.693 m to co a, a 60 45 System demand curve 30 15 4856.00 @ 20.000 11111111 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 4856.00 @ 20.000 Available PressureTime at Test 111.818 @ 1835.34 System Demand 1435.34 @ 90.693 System Demand (Including Hose Allowance) 1835.34 @ 90.693 (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:27PM Page 1 3 e Flow Diagram (Top :View) Job Number: 790223 Report Description: Spec. Warehouse `r`-• Dn °� < 7 . '—' Dn A Dn $,P3 A .., Dn Ni,?:' o v a E o ' Up I , I IP yo i < ` Dn Up 4✓0 Dn Up e ,° DnNoi0f---_, < °< v < v v Up vo Up V° 'v } o' of---� I Up V° UP V° 0>o n<tr� e< 0-1 I Up v Up > 4 v>t %i '11 Hydraulic Summary Job Number: 790223 Report Description: Spec. Warehouse Job .... . Job Number 790223 Design Engineer S. WASLEY Job Name NORMED WAREHOUSE State Certification/License Number ; WESTESF136QF Address 1 4310 SOUTH 131ST PLACE AHJ City of Tukwila I WSRB Address 2 : Job Site SHIFT CALC. - EAST City Slate Zip Code TUKWILAi WA 98124 Drawing Name Sprinkler Drawing -286 SSU.cad System ( Remote Area (s Most Demanding Spookier Data 11.2 K -Factor 60.00 at 28.699 Occupancy Spec. Warehouse Hose Allowance At Source 400.00 Density Area of Application 0.600gpm/ft2 2000.00ft2 (Actual 2045.21ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sponiders Calculated Coverage Per Sprinkler 21 1 100.00ft2 Hose At Node 111 100.00 .on Comp 1� .44.1v� i`��/� , �/ J' V �' ip i7.•-' Total Hose Streams;L1:T' 500.00 System Flow Demand 1434.12 Total Water Required (Including Mose Allowance) 1834.12 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.31 between nodes 133 and 1312 Maximum Velocity Under Ground 8.32 between nodes 10 and 20 Volume capacity of Wet Pipes Volume rapacity of Dry Pipes 6544.23gal Supplies .: , z; ; , .. Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 I 400.00 I 130.000 20.000 ( 4856.00 I 111.840 1 1834.12 ( 90.454 ( 21.386 • Contractor Contractor Number 1 Contact Narne Contact Title Steve Wasley Project Manager Contractor Name Western States Fire Protection i Phone Extension ; 425-881-0100 Address l 7102 180th Ave. N.E. FAX 425-881-3030 Address 2 Suite A-105 E-mail steve.wasley@wsfp.us City State Zip Code Redmond WA 98052 Web -Sire wsfp.com , L © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:54:59PM Page 1 Summary Of Outfl.owing Devices Job Number: 790223 Report Description: Spec. Warehouse I Actual Flow I Minimum Flow 1 K -Factor Pressure Device (gpm) i (gpm) (K) (psi) Hose 111 100.00 1.00.00 0 84.554 Sprinkler 1276 74.58 60.00 11.2 44.340 Sprinkler 1277 74.58 60.00 11.2 44.337 Sprinkler 1278 74.84 60.00 11.2 ; 44.654 i Sprinkler 501 62.31 60.00 11.2 ' 30.955 Sprinkler 502 61.42 60.00 11.2 30.073 Sprinkler 526 61.20 60.00 11.2 j 29.861 Sprinkler 1310 61.21 60.00 11.2 29.868 Sprinkler 1311 61.57 60.00 1 11.2 30.220 Sprinkler 1312 62.72 60.00 11.2 31.357 Sprinkler 504 62.25 60.00 11.2 30.894 Sprinkler 505 61.36 60.00 11.2 30.016 Sprinkler 506 61.15 60.00 11.2 29.805 Sprinkler 507 61.15 60.00 11.2 29.813 Sprinkler 508 61.51 60.00 11.2 30.165 Sprinkler 527 62.66 60.00 11.2 31.303 Sprinkler 510 62.38 60.00 11.2 31.020 Sprinkler 511 61.50 60.00 11.2 30.148 Sprinkler 512 61.29 60.00 11.2 29.942 c Sprinkler 514 60.00 60.00 11.2 28.699 Sprinkler 513 61.65 60.00 11.2 30.299 Sprinkler 528 62.79 60.00 11.2 31.431 {s Most Demanding Sprinkler Data (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:OOPM Page 2 Job Number: 790223 Report Description: Spec. Warehouse Node Elevation(Foot) ' Fittings Pressure(psi) Discharge(gpm) 164 20'-2 . P0(18'-73%) 50.338 165 ' 22'-2 2fT(11'-7) 49.473 166 ' 22'-2 ! fE(4'-9%) 49.481 163 20'-2 ' PO(18'-7%) 50.338 168 ; 22'-2 2fT(11'-7) 49.472 1391 22'-2 fT(14'-8'1A) 49.481 162 20'-2 P0(18'-73%) 50.338 167 22'-2I2fT(11-7) 49.473 1401 22'-2 2fT(14'-8'/z) 49.484 141 I 22'-2 fE(4'-9'h) 49.615 156 20'-2 P0(18'-7%) 50.337 157 22'-2 2fT(11'-7) 49.480 142 22'-2 fT(14'-8'/2) 49.621 154 20'-2 P0(18'-7%) 50.336 155 22'-2 2fT(11'-7) 49.480 143 22'-2 fT14'-8'h 49.636 152 20'-2 1 P0(18'-7%) 50.332 153 22'-2 2f1(11'-7) 49.479 144 22'-2 2fT(14'-81A) 49.672 145 22'-2 fE(4'-9'/+) 52.9171 150 20'-2 P0(18'-73/.) 50.325 151 22'-2 2fT(11'-7) 49.566 146 22'-2 fT(14'-8'/2) 52.982 148 20'-2 P0(18'-7%) 50.305 149 22'-2 2fT(11'-7) 49.553 147 22'-2 fT(14'-812) 53.178 10 -4'-0 88.671 112 2'-3 84.554 20 1'-0 85.343 110 19'-2 fE(13'-0'4) 75.273 126 20'-2 P0(18'-7%) 50.257 127 22'-2 2fT(11'-7) 49.520 128 22'-2 2fT(14'-812) 53.644 109 19'-2 P0(18'-7%) 74.614 129 22'-2 2fT(11'-7) 71.580 125 20'-2 P0(18'-7%) 50.178 161 22'-2 2fT(11'-7) 49.893 108 19'-2 P0(18'-7%) 74.280 135 22'-2 2fT(11'-7) 72.368 124 20'-2 P0(18'-73/,) 49.996 159 22'-2 2fT(11'-7) 49.709 107 19'-2 P0(18'-7%) 74.000 136 22'-2 2tT(11'-7) 72.091 123 20'-2 P0(18'-7%) 49.665 160 22'-2 2fT(11'-7) 49.381 106 19'-2 P0(18'-7%) 73.765 137 22'-2 2fT(11'-7) 71.853 122 20'-2 P0(18'-7%) 49.145 158 22'-2 2fT(11'-7) 47.928 105 19'-2 P0(18'-7%) 73.573 138 22'-2 2fT(11'-7) 71.194 121 20'-2 P0(18'-7%) 48.768 134 22'-2 2fT(11'-7) 46.396 104 19'-2 P0(18'-73%) 73.438 133 22'-2 2fT(11'-7) 70.263 120 20'-2 P0(18' -73h) 48.650 131 27-2 2fT(11'-7) 46.283 103 19'-2 P0(18'-734) 73.375 130 27-2 2fT(11'-7) 70.201 119 20'-2 P0(18'-7%) 48.637 132 27-0 2fT(11'-7) 46.359 100 22'-0 P0(8'-8%) 29.950 102 19'-2 P0(18'-7%) 73.347 101 22'-0 2fT(11'-7) 70.263 116 19'-2 P0(18'-734) 73.344 115 21'-8 fE(4'-9%) 71.658 118 20'-2 P0(18'-7%) 48.665 117 21'-8 2fT(11'-7) 48.589 111 2'-3 fT(40'-7%), Hose 84.554 100.00 1276 22'-2 I Spr(-44.340) 44.340 74.58 1277 22'-2 S.r -44.337 44.337 74.58 1278 22'-2 Spr(-44.654) 44.654 74.84 501 22'-2 Spr(-30.955) 30.955 62.31 502 27-2 Spr(-30.073) 30.073 61.42 526 22'-2 Spr(-29.861) 29.861 61.20 1310 22'-2 Spr(-29.868) 29.868 61.21 1311 22'-2 Spr(-30.220) 30.220 61.57 , (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:01PM Page 3 Job Number: 790223 Report Description: Spec. Warehouse Node Elevation(Foot) I Fittings Pressure(psi) 1 Discharge(gpm) 1312 1 22'-2 Spr(-31.357) 31.357 ' 62.72 504 , 22'-2 ' Spr(-30.894) 30.894 I 62.25 505 22'-2 Spr(-30.016) 30.016 61.36 506 I 22'-2 Spr(-29.805) 29.805 61.15 507 22'-2 Spr(-29.813) 29.813 ' 61.15 508 22'-2 Spr(-30.165) j 30.165 61.51 527 22'-2 Spr(-31.303) 31.303 62.66 510 22'-0 Spr(-31.020) 31.020 62.38 511 22'-0 Spr(-30.148) 30.148 61.50 512 22'-0 Spr(-29.942) 29.942 61.29 514 22'-5'h Spr(-28.699) I 28.699 60.00 513 22'-0 Spr(-30.299) 30.299 61.65 528 ' 22'-0 Spr(-31.431) I 31.431 62.79 1 I -4'-0 2S, 2T(79' -8'/z) 90.454 I 1434.12 , (M © M.E.P.CAD, Inc. +;ej AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:01 PM Page 4 Hydraulic` Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Elevation Flow Discharge Velocity_ K -Factor HWC Pt Friction Loss Length Pressure Summary Downstream Upstream Pn Fittings Eq. Length ' Total Length us Route 1 SP 1.6390 0=60.00 9.12 C=120 0.113040 0'-5% Pf 1.041 514 22-5% q=60.00 K=11.2 28.699 Spr(-28.699) 8'-8'/: Pe 0.210 100 22'-0 29.950 P0(8'-8%) 9'-2% Pv BL 2.2030 0=69.19 5.82 C=120 0.034849 10'-0 Pf 0.348 100 22-0 29.950 I Pe 513 22-0 30.299 10'-0 Pv BL 2.2030 Q=130.83 11.01 C=120 0.113269 10'-0 Pf 1.133 513 22'-0 q=61.65 K=11.2 30.299 Spr(-30.299) I Pe 528 22-0 31.431 10'-0, Pv BL 2.2030 Q=193.63 16.30 C=120 0.233913 154'-5 Pf 38.832 528 22'-0 q=62.79 K=11.2 31.431 Spr(-31.431) 11'-7Pe 0.000 101 22'-0 70.263 fT(11'-7) 166-0 Pv RN 2.7030 0=193.63 10.83 C=120 0.086386 2-10 Pf 1.856 101 22-0 70.263 18'-7Y Pe 1.228 102 19'-2 73.347 P0(18'-7%) 21'-5'h, Pv CM 6.4030 0=299.94 2.99 C=120 0.002911 9'-7 Pf 0.028 102 -19'-2 73.347 Pe 103 19'-2 73.375 9'-7 Pv CM 6.4030 Q=493.74 4.92 C=120 0.007321 8'-6 Pf 0.062 103 19'-2 73.375 Pe 104 19'-2 73.438 8'-6 Pv CM 6.4030 0=687.57 6.85 C=120 0.013508 10'-0 Pf 0.135 104 19'-2 73.438 Pe 105 19'-2 73.573 10'-0 Pv CM 6.4030 0=831.33 8.28 C=120 0.019193 10'-0 Pf 0.192 105 19'-2 73.573 Pe 106 19'-2 73.765 10'-0 Pv CM 6.4030 0=937.05 9.34 C=120 0.023951 9'-10 Pf 0.236 106 19'-2 73.765 Pe 107 19'-2 74.000 9'-10 Pv CM 6.4030 0=1042.55 10.39 C=120 0.029177 9'-7Pf 0.280 107 19'-2 74.000 I Pe 108 19'-2 74.280 9'- Pv CM 6.4030 0=1148.28 11.44 C=120 0.034886 9.-7Pf 0.334 108 19'-2 74.280 Pe 109 19'-2 74.614 9'- ! Pv CM 6.4030 0=1334.12 13.29 C=120 0.046044 1'-3Y Pf 0.658 109 19'-2 74.614 13'-04 Pe 110 19'-2 75.273 fE(13'-0%) 14'-3'/2 Pv FM 8.3290 0=1334.12 7.86 C=120 0.012793 24'-0'/ Pf 1.946 110 19'-2 75.273 128'-0V. Pe 7.336 111 2'-3 84.554 2fE(16'-0), CV(55'-4%), fT(40'-7'/2), 152'-1I Pv Hose DY 8.3290 Q=1434.12 8.44 C=120 0.014623 0'-0 Pf 0.000 111 2-3 q=100.00 84.554 I Pe -0.000 112 2'-3 84.554 0'-0, Pv UG 8.3900 0=1434.12 8.32 C=140 0.010611 1'-3 Pf 0.247 112 2'-3 84.554 22'-0'/. Pe 0.542 20 1'-0 85.343 BFP, LtE(22-0') 2V-3% Pv UG 8.3900 0=1434.12 8.32 C=140 0.010611 36'-6% Pf 1.162 20 1'-0 85.343 72'-11'/� Pe 2.166 10 -4'-0 88.671 3LtE(22'-0%), PIV(6'-91/2) 109'-6, Pv UG 10.4000 0=1434.12 5.42 C=140 0.003728 390'-7'/i Pf 1.783 10 -4'-0 88.671 87'-8'4 Pe -0.000 1 -4'-0 90.454 GV(7'-11 %), S, T(79'-8'/2) 478'-3% Pv es Route 2 BL 2.2030 0=8.48 0.71 C=120 0.000717 10'-0 Pf 0.007 506 22'-2 q=61.15 K=11.2 29.805 Spr(-29.805) ! � Pe 507 22'-2 29.813 10'-0, Pv BL 2.2030 0=69.63 5.86 C=120 0.035264 10'-0 Pf 0.353 507 22-2 q=61.15 K=11.2 29.813 Spr(-29.813) j Pe 508 22-2 30.165 10'-0, Pv BL 2.2030 0=131.14 11.04 C=120 0.113762 10'-0 Pf 1.138 508 22-2 q=61.51 K=11.2 30.165 Spr(-30.165) 1 Pe 527 22-2 31.303 10'-0 Pv BL 2.2030 0=193.81 16.31 C=120 0.234314 154'-5 Pf 38.898 527 22-2 q=62.66 K=11.2 31.303 Spr(-31.303) 11'-7; Pe 0.000 130 22-2 70.201 fT(11'-7) 166'-0 Pv RN 2.7030 0=193.81 10.84 C=120 0.086534 3'-0, Pf 1.874 18'-7% Pe 1.301 130 22-2 70.201 103 19'-2 73.375 P0(18'-7%) 21'-7% Pv ® Route 3 , (M� © M.E.P.CAD, Inc. 3 AutoSPRINKO VR5 v5.1.32 12/27/2006 2:55:03PM Page 5 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length . Total Length BL 2.2030 0=52.67 4.43 C=120 0.021041 i 10'-0 Pf 0.210 506 22'-2 q=61.15 K=11.2 29.805 Spr(-29.805) Pe 505 22'-2 30.016 10'-0 Pv BL 2.2030 0=114.03 9.60 C=120 0.087835 10'-0 Pf 0.878 505 22'-2 q=61.36 K=11.2 30.016 Spr(-30.016) I Pe 504 22'-2 30.894 10'-0 Pv BL 2.2030 Q=176.28 14.84 C=120 0.196638 I 66'-8 Pf 15.389 504 22'-2 q=62.25 K=11.2 30.894 Spr(-30.894) 11-7, Pe 0.000 131 22'-2 46.283 fT(11'-7) 78'-3 Pv RN 2.7030 0=176.28 9.86 C=120 0.072620 2'-0 Pf 1.500 131 22'-2 46.283 18'-7'/.1 Pe 0.867 120 20'-2 48.650 P0(18'-7%) 20'-7'% Pv CM 4.3100 Q=245.95 5.41 C=120 0.013861 8'-6 Pf 0.118 120 20'-2 48.650 1 Pe 121 20'-2 48.768 8'-6 Pv CM 4.3100 Q=422.55 9.29 C=120 0.037725 10'-0 Pf 0.377 121 20'-2 48.768 I Pe 122 20'-2 49.145 10'-0; Pv CM 4.3100 Q=502.79 11.06 C=120 0.052038 10'-0 Pf 0.520 122 20'-2 49.145 Pe 123 20'-2 49.665 10'-0 Pv CM 4.3100 0=397.07 8.73 C=120 0.033624 9'-10 Pf 0.331 123 20'-2 49.665 Pe 124 20'-2 49.996 9'-10, Pv CM 4.3100 0=291.57 6.41 C=120 0.018990 9'-7 Pf 0.182 124 20'-2 49.996 Pe 125 20'-2 50.178 9'-7 Pv CM 4.3100 0=185.84 4.09 C=120 0.008254 9'-7 Pf 0.079 125 20'-2 50.178 Pe 126 20'-2 50.257 9'- 1 Pv RN 2.7030 0=47.10 2.63 C=120 0.006320 2'-0I Pf 0.131 126 20'-2 50.257 P0(18'-7%) 18'-7'/ Pe -0.867 127 22'-2 49.520 20'-7'/ Pv BL 2.2030 0=47.10 3.96 C=120 0.017113 214'-8 Pf 4.124 127 22'-2 49.520 fT(11'-7) 26'-3'/ Pe 128 22'-2 53.644 fT(14'-8'/z) 240'-11'4 Pv BL 2.2030 0=185.84 15.64 C=120 0.216804 56'-5' Pf 17.936 128 22'-2 53.644 fT(14'-8Y2) 26-33/4 Pe 129 2Z-2 71.580 fT(11'-7) 82'-8'/y Pv RN 2.7030 0=185.84 10.39 C=120 0.080068 3'-0' Pf 1.734 129 22'-2 71.580 18'-7'/ Pe 1.301 109 19'-2 74.614 P0(18'-7'/.) 21'-73% Pv s+ Route 4 BL 2.2030 0=8.33 0.70 C=120 0.000694 10'-0 Pf 0.007 526 22'-2 q=61.20 K=11.2 29.861 Spr(-29.861) I Pe 1310 22'-2 29.868 10'-0 Pv BL 2.2030 0=69.54 5.85 C=120 0.035181 10'-0Pf 0.352 1310 22'-2 q=61.21 K=11.2 29.868 Spr(-29.868) Pe 1311 22'-2 30.220 10'-0, Pv BL 2.2030 0=131.11 11.04 C=120 0.113709 10'-0 Pf 1.137 1311 22'-2 q=61.57 K=11.2 30.220 Spr(-30.220) Pe 1312 22'-2 31.357 10'-0, Pv BL 2.2030 0=193.83 16.31 C=120 0.234361 154'-5Pf 38.906 1312 22'-2 q=62.72 K=11.2 31.357 Spr(-31.357) 11'-7I Pe 0.000 133 22'-2 70.263 fT(11'-7) 166'-0, Pv RN 2.7030 0=193.83 10.84 C=120 0.086552 3'-0' Pf 1.874 133 22'-2 70.263 18'-73/41 Pe 1.301 104 19'-2 73.438 P0(18'-7%) 21'-7'/.I Pv +- Route 5 BL 2.2030 0=52.87 4.45 C=120 0.021191 1 10'-0 Pf 0.212 526 22'-2 q=61.20 K=11.2 29.861 Spr(-29.861) I I Pe 502 22'-2 30.073 10'-0 Pv BL 2.2030 0=114.29 9.62 C=120 0.088207 10'-0 Pf 0.882 502 22'-2 q=61.42 K=11.2 30.073 Spr(-30.073) I Pe 501 22'-2 30.955 10'-0 Pv BL 2.2030 0=176.61 14.87 C=120 0.197302 66'-8 Pf 15.441 501 22'-2 q=62.31 K=11.2 30.955 Spr(-30.955) 11'-7 Pe 0.000 134 22'-2 46.396 fT(11'-7) 78'-3 Pv RN 2.7030 0=176.61 9.87 C=120 0.072865 2'-0 Pf 1.505 134 22'-2 46.396 18'-7'/.�; Pe 0.867 121 20'-2 48.768 P0(18'-7'%) 20'-7'/. Pv 44 Route 6 [M� ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:03PM Page 6 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length , Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length , Summary Upstream Total Length BL 2.2030 0=9.19 0.77 C=120 0.000832 10.-0, Pf 0.008 512 22'-0 q=61.29 K=11.2 29.942 Spr(-29.942) ; Pe 100 22'-0 29.950 10'-0 Pv =a Route 7 BL 2.2030 0=52.10 4.39 C=120 0.020622 10'-0 Pf 0.206 512 22'-0 q=61.29 K=11.2 29.942 Spr(-29.942) I Pe 511 22'-0 30.148 10'-0 Pv BL 2.2030 0=113.60 9.56 C=120 0.087216 10'-0 Pf 0.872 511 22'-0 q=61.50 K=11.2 30.148 Spr(-30.148) i Pe 510 22'-0 31.020 10'-0 Pv BL 2.2030 0=175.98 14.81 C=120 0.196002 1 66-8 Pf 15.339 510 22'-0 q=62.38 K=11.2 31.020 Spr(-31.020) 11'4 Pe 0.000 132 22'-0 46.359 fT(11'-7) ( 78'-3' Pv RN 2.7030 0=175.98 9.84 C=120 0.072385 1'-10 Pf 1.483 132 22'-0 46.359 18'-71/41 Pe 0.795 119 20'-2 48.637 PO(18'-7%) 1 20'-5% Pv CM 4.3100 0=69.66 1.53 C=120 0.001344 9'-71 Pf 0.013 119 20'-2 48.637 120 20'-2 48.650 I I Pe 9'-7 Pv Route 8 BL 2.2030 0=68.91 5.80 C=120 0.034597 I 9'-2 Pf 0.317 1277 22'-2 q=74.58 K=11.2 44.337 Spr(-44.337) 1278 22'-2 44.654 1 Pe 9'-2 Pv BL 2.2030 0=143.76 12.10 C=120 0.134829 185'-3 Pf 26.540 1278 22'-2 q=74.84 K=11.2 44.654 Spr(-44.654) 11'-7 Pe 0.000 138 22'-2 71.194 fT(11'-7) 196'-10, Pv RN 2.7030 0=143.76 8.04 C=120 0.049794 3'-0 Pf 1.078 138 22'-2 71.194 18'-7'/ Pe 1.301 105 19'-2 73.573 PO(18'-7') 21'-7% Pv w Route 9 BL 2.2030 Q=5.66 0.48 C=120 0.000340 10'-0 Pf 0.003 1277 22'-2 q=74.58 K=11.2 44.337 Spr(-44.337) 1276 27-2 44.340 Pe 10'-0 Pv BL 2.2030 0=80.24 6.75 C=120 0.045847 66-6 Pf 3.588 1276 27-2 q=74.58 K=11.2 44.340 Spr(-44.340) 158 22'-2 47.928 fT(11'-7) 11-71 Pe 0.000 78'-3 Pv RN 2.7030 Q=80.24 4.49 C=120 0.016932 2'-0 Pf 0.350 158 22'-2 47.928 122 20'-2 49.145 P0(18'-7%) 18'-7'/. Pe 0.867 20'-7% Pv ilk Route 10 RN 2.7030 0=105.73 5.91 C=120 0.028207 3'-0' Pf 0.611 135 27-2 72.368 108 19'-2 74.280 PO(18'-73/4) 18'-7'/1 Pe 1.301 21'-7% Pv GI Route 11 RN 2.7030 0=105.50 5.90 C=120 0.028090 3'-0 Pf 0.608 136 22'-2 72.091 107 19'-2 74.000 PO(18'-7%) 18'43/ Pe 1.301 21'-7'/.1 Pv - Route 12 RN 2.7030 0=106.31 5.94 C=120 0.028494 2'-6 Pf 0.603 115 21'-8 71.658 116 19'-2 73.344 PO(18'-73/4) 18'-7'/. Pe 1.084 21-13/4 Pv CM 6.4030 0=106.31 1.06 C=120 0.000427 7'-7 Pf 0.003 116 19'-2 73.344 102 19'-2 73.347 7' Pe Pv Q Route 13 RN 2.7030 0=105.73 5.91 C=120 0.028204 3'-0 Pf 0.611 137 22'-2 71.853 I 18'-7'/1 Pe 1.301 106 19'-2 73.765 PO(18'-7'/.) 1 21'-7'/ Pv w Route 14 CM 2.7030 0=8.76 0.49 C=120 0.000281 8'-6 Pf 0.002 139 22'-2 49.481 140 22'-2 49.484 I Pe 6-6 Pv BL 2.2030 0=13.51 1.14 C=120 0.001698 58'-0, Pf 0.132 140 22'-2 49.484 fT(14'-8'/z) 19'-6 Pe 0.000 141 22'-2 49.615 fE(4'-9%) 77'-6 Pv CM 2.7030 Q=13.51 0.76 C=120 0.000627 8'-4 Pf 0.005 141 22'-2 49.615 ; Pe 142 22'-2 49.621 8'-4 Pv CM 2.7030 0=25.44 1.42 C=120 0.002022 7'-6 Pf 0.015 142 22'-2 49.621 Pe 143 27-2 49.636 7'-6 Pv , (ham ©M.E.P.CAD, Inc. ;i1V AutoSPRINKO VR5 v5.1.32 12/27/2006 2:55:03PM Page 7 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Downstream Upstream Diameter Elevation Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings CM 143 144 2.7030 Q=38.07 2.13 C=120 0.004263 22'-2 49.636 22'-2 49.672 Length Pressure Eq. Length Summary Total Length 8'-6 Pf 0.036 Pe 8'-6 Pv BL 2.2030 0=52.25 4.40 C=120 0.020735 137'-0 Pf 3.245 144 22'-2 49.672 fT(14'-81/2) 19'-6 Pe 0.000 145 22'-2 52.917 fE(4'-9%4) 156'-6 Pv CM 2.7030 0=52.25 2.92 C=120 0.007658 145 22'-2 52.917 146 22'-2 52.982 CM 2.7030 Q=94.80 5.30 C=120 146 22'-2 52.982 147 CM 0.023049 8'-6 Pf 0.065 IPe 8'-6 Pv 8'-6 Pf 0.196 22'-2 53.178 1 j PPe 8'-6 Pv 2.7030 0=138.73 7.76 C=120 0.046623 10'-0' Pf 0.466 !Pe 22 -2 10'-0 Pv 147 22'-2 128 ✓ Route 15 53.178 53.644 CM 4.3100 0=138.73 3.05 C=120 0.004806 10'-0Pf 0.048 IPe 10'-0 Pv 126 20'-2 148 20'-2 RN 50.257 50.305 2.7030 Q=43.93 2.46 C=120 0.005556 2'-0' Pf 0.115 148 20'-2 50.305 PO(18'-7%) 18'-7'/� Pe -0.867 149 22'-2 49.553 20'-7'/. Pv BL 2.2030 Q=43.93 149 22'-2 147 22`-2 gaw Route 16 3.70 C=120 0.015044 214'-8 Pf 3.625 26'-3Y Pe 240'-11'% Pv 49.553 53.178 fT(11'-7) fT(14'-8%) CM RN 150 151 BL 151 146 4.3100 Q=94.80 2.08 C=120 0.002376 8'-6 Pf 0.020 20'-2 Pe 8'- Pv 2.38 C=120 0.005235 2'-0 Pf 0.108 20'-2 50.325 PO(18'P0(18'-7%)18'-73/Pe -0.867 22'-2 49.566 20'-7'/4� Pv 148 150 20'-2 2.7030 Q=42.54 50.305 50.325 2.2030 0=42.54 3.58 C=120 0.014175 22'-2 27-2 49.566 52.982 a Route 17 fT(11'-7) fT(14'-8%) 214'-8 Pf 3.416 26 -3/1 Pe 240'-11'/4 Pv CM 4.3100 0=52.25 1.15 C=120 0.000789 8'-6 Pf 0.007 50.325 20'-2 50.332 150 20'-2 152 RN 152 153 BL 153 144 Q Route 18 Pe 8'-6 Pv 2.7030 0=14.18 0.79 C=120 0.000686 2'-0' Pf 0.014 20'-2 50.332 P0(18.-7%)18'-7'/. Pe -0.867 22'-2 49.479 20'-7% Pv 2.2030 0=14.18 1.19 C=120 0.001857 77-8 Pf 0.193 22'-2 26'-3'/1 Pe -0.000 22'-2 103'-113, Pv 49.479 49.672 fT(11'-7) fT(14'-8%) CM 4.3100 Q=38.07 0.84 C=120 0.000439 152 20'-2 50.332 154 20'-2 50.336 8'-6' Pf 0.004 IPe 8'-6, Pv 2.7030 0=12.63 0.71 C=120 0.000554 2'-0 Pf 0.011 154 20'-2 50.336 PO(18'-7%) 18'-7'/! Pe -0.867 155 22-2 49.480 20'-7'/. Pv BL 2.2030 0=12.63 1.06 C=120 0.001499 155 22'-2 49.480 fT(11'-7) 143 22'-2 49.636 fT(14'-8'/) irk Route 19 RN 77'-6 Pf 0.156 26'-3', Pe -0.000 103'-11'/4 Pv CM 4.3100 0=25.44 0.56 C=120 0.000208 154 20'-2 50.336 156 20'-2 50.337 RN 2.7030 Q=11.93 0.67 C=120 156 20'-2 50.337 157 22'-2 49.480 0.000498 Pf 0.002 IPe 7'-6 Pv 2'-0 Pf 0.010 18'-7'/4 Pe -0.867 20'-7'/4� Pv BL 2.2030 0=11.93 1.00 C=120 0.001349 77'-8 Pf 0.140 157 22'-2 49.480 fT(11'-7) 26'-33/ Pe -0.000 142 22'-2 49.621 fT(14'-8'/x) 103'-11% Pv += Route 20 P0(18'-7%) CM 4.3100 0=106.31 2.34 C=120 0.002937 119 20'-2 48.637 118 20'-2 48.665 RN 2.7030 0=106.31 5.94 C=120 0.028494 118 20'-2 48.665 P0(18'-7%) 117 21'-8 48.589 9'-7 Pf 0.028 Pe Pv 1'-6 Pf 0.574 18'-73/4 Pe -0.650 20'-13/4 Pv L ©M.E.P.CAD, Inc. ' Aut0SPRINK© VR5 v5.1.32 12/27/2006 2:55:03PM Page 8 Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length BL 2.2030 0=106.31 8.95 C=120 0.077154 273'-1; Pf 23.069 Pe -0.000 Pv 117 21'-8 115 2V-8 48.589 fT(11'-7) 71.658 3fE(4'-9'/.) 25'-11. 299'-0 a Route 21 RN 2.7030 Q=105.50 5.90 C=120 0.028090 2'-0 Pf 0.580 Pe -0.867 Pv 124 20'-2 159 27-2 49.996 P0(18'-7%) 49.709 18'-7% 1 20'-7% BL 2.2030 0=105.50 8.88 C=120 0.076061 271'-1 Pf 22.383 Pe -0.000 Pv 159 27-2 136 27-2 49.709 fT(11'-7) 72.091 fT(11'-7) 23'-2% 294'-3'4 w Route 22 RN 2.7030 0=105.73 5.91 C=120 0.0282042'-0' Pf 0.582 18'-7'/., Pe -0.867 20'-7% Pv 123 20'-2 160 22'-2 49.665 P0(18.-7%) 49.381 BL 2.2030 0=105.73 8.90 C=120 0.076368 I 271'-1i Pf 22.473 23'-2'V� Pe -0.000 294'-3'/� Pv 160 22'-2 137 27-2 49.381 fT(11'-7) 71.853 fT(11'-7) w Route 23 RN 2.7030 0=105.73 5.91 C=120 0.028207 2'-0. Pf 0.582 18'-7'A Pe -0.867 20'-7'/41 Pv 125 20'-2 161 22'-2 50.178 P0(18'-7%) 49.893 BL 2.2030 0=105.73 8.90 C=120 0.076377 271'-1l Pf 22.475 23.-2'/ Pe -0.000 294'-314 Pv 161 22'-2 135 22'-2 49.893 fT(11'-7) 72.368 fT(11'-7) a Route 24 CM 4.3100 0=8.76 0.19 C=120 0.000029 8'-6 Pf 0.000 Pe 8'-6, Pv 162 20'-2 163 20'-2 50.338 50.338 CM 4.3100 0=4.55 0.10 C=120 0.000009 7'-0 Pf 0.000 Pe 7'-01, Pv 163 20'-2 164 20'-2 50.338 50.338 RN 2.7030 0=4.55 0.25 C=120 0.000084 2'-0 Pf 0.002 18'-7'/. Pe -0.867 20'-7% Pv 164 20'-2 165 27-2 50.338 P0(18'-7%) 49.473 BL 2.2030 0=4.55 0.38 C=120 0.000227 19'- 16'-4% 36'-01/ Pf 0.008 Pe -0.000 Pv 165 22'-2 166 22'-2 49.473 fT(11'-7) 49.481 fE(4'-9%.) CM 2.7030 Q=4.55 0.25 C=120 0.000084 7'-0 7'-0 Pf 0.001 Pe Pv 166 27-2 139 22'-2 49.481 49.481 a Route 25 CM 4.3100 0=13.51 0.30 C=120 0.000065 8'-4 Pf 0.001 Pe 8'-4 Pv 156 20'-2 162 20'-2 50.337 50.338 RN 2.7030 0=4.75 0.27 C=120 0.000091 2'-0 18'-7'/. 20'-74 Pf 0.002 Pe -0.867 Pv 162 20'-2 167 22'-2 50.338 P0(18'-7%) 49.473 BL 2.2030 0=4.75 0.40 C=120 0.000246 19'4E,Pf 0.011 26'-3'/J Pe -0.000 45'-1134 Pv 167 22'-2 140 22'-2 49.473 fT(11'-7) 49.484 fT(14'-8'h) a Route 26 RN 2.7030 0=4.21 0.24 C=120 0.000073 2'-0 Pf 0.001 18'-7'/1 Pe -0.867 20'-7'/! Pv 163 20'-2 168 22'-2 50.338 P0(18'-7%) 49.472 j BL 2.2030 0=4.21 0.35 C=120 0.000197 19'-8 Pf 0.009 26'-3'/� Pe -0.000 45-11% Pv 168 22'-2 139 22'-2 49.472 fT(11'-7) 49.481 fT(14'-8%) $wi *eht Pipe„°tieogth bf Va(ves and Fittings (C=120. only) C Value Muttiplier; ll Actual Inside Diameter l4.87 ( Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor L ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:03PM Page 9 Hydraulic Airialysis, Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss LengthPressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length 'Summary , Total Length Pipe Type Legend -•, : ' ..Units Legend. Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/.° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. r; AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:03PM Page 10 Lac Hydraulic Graph y t�, Job Number 790223 Report Description: Spec. Warehouse Supply at Node 1 150 135 tatic Pressure 130.000 120 105 .1834.12 with hose streams 90 .N a 1434.12 @ 90.454 J75 60 System demand curve 45 30 4856.00 @ 20.000 15 101111! 111111111 1 I 1111 1 1 1 1 1 1 1 1 1 1 1 1 111111111 11 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 0 0500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 4856.00 @ 20.000 Available PressureTime of Test 111.840 @ 1834.12 System Demand 1434.12 @ 90.454 System Demand (Including Hose Allowance) 1834.12 @ 90.454 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:04PM Page 11 40 L Flow; Diagram (Top View) Job Number: 790223 Report Description: Spec. Warehouse Dn < 'o V Dn J < Dn Dn Dn Nel° Dn Dn On 0 A (µ ©M.E.P.CAD, Inc. `ji AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:06PM Page 12 Up Hp • c On Up o • Dn y° > — — — , I f_ Up • Up v° ° °< o _ . , I °< o ° a o Up Up ‘Q°i n 03 o< o< oI I Up • Up i o i o> o< n<o < Up . Up�t l Ll v7��A� J Up 4 A (µ ©M.E.P.CAD, Inc. `ji AutoSPRINK® VR5 v5.1.32 12/27/2006 2:55:06PM Page 12 Hydraulic Summary Job Number: 790223 Report Description: Spec. Warehouse Job Job Number 790223 Design Engineer S. WASLEY Job Name NORMED WAREHOUSE State Cedi&ation/License Number WESTESF136QF Address 1 4310 SOUTH 131ST PLACE AHJ City of Tukwila / WSRB Address 2 Job Site REMOTE AREA #1 (rev. hose stream) City TUKWILA State WA Zip Code 98124 cawing Name Sprinkler Drawing -286 SSU.cad System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 60.00 at 28.699 Occupancy Spec. Warehouse Hose Allowance At Source 500.00 Density 0.600gpm/ft2 Area of Application 2000.00ft2 (Actual 2040.25ft') Addnonal Hose Supplies Node Flow(qpm) Number OI Sprmklsrs Calculated 21 Coverege Per Spnnkler 100.00ft' Hose At Node 111 500.00 Total Hose Streams 1000.00 System Flow Demand 1834.00 Total Water Required (Inckxlhq Hose Atowance) 2334.00 Maximum Presets., Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.39 between nodes 101 and 602 Maximum Velocity Under Ground 10.64 between nodes 8 and 20 Volume capacity of Wet Pipes 6546.77ga1 Volume capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 500.00 130.000 20.000 ; 4856.00 101.636 ( 2334.00 95.829 5.808 `S ek R tjt Contractor Contractor Number 1 Contact Nary. Steve Wasley Contact Tote Project Manager Contractor Name Western States Fire Protection Phone 425-881-0100 Extension Address 1 7102 180th Ave. N.E. FAX 425-881-3030 Address 2 Suite A-105 &mall steve.wasley@wsfp.us Cdy Redmond State WA Zip Code 98052 Web -Site wsfp.com ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:49:42AM Page 1 I 119 Summary Of Outflowing Devices Job Number: 790223 Report Description: Spec. Warehouse Device Actual Flow (qpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Hose 111 500.00 500.00 0 85.089 Sprinkler 401 74.64 60.00 11.2 44.418 Sprinkler 402 74.64 60.00 11.2 44.416 Sprinkler 600 74.94 60.00 11.2 44.771 Sprinkler 404 62.34 60.00 11.2 30.977 Sprinkler 405 61.45 60.00 11.2 30.105 Sprinkler 406 61.24 60.00 11.2 29.899 Sprinkler 407 61.25 60.00 11.2 29.907 Sprinkler 408 61.62 60.00 11.2 30.267 Sprinkler 601 62.78 60.00 11.2 31.419 Sprinkler 410 62.35 60.00 11.2 30.994 Sprinkler 411 61.49 60.00 11.2 30.138 Sprinkler 412 61.28 60.00 11.2 29.940 c Sprinkler 414 60.00 60.00 11.2 28.699 Sprinkler 413 61.66 60.00 11.2 30.309 Sprinkler 602 62.82 60.00 11.2 31.460 Sprinkler 416 62.16 60.00 11.2 30.806 Sprinkler 417 61.27 60.00 11.2 29.924 Sprinkler 418 61.05 60.00 11.2 29.711 Sprinkler 419 61.06 60.00 11.2 29.718 Sprinkler 420 61.41 60.00 11.2 30.065 Sprinkler 603 62.55 60.00 11.2 31.193 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:08AM Page 2 I Node Analysis Job Number: 790223 Report Description: Spec. Warehouse Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 164 20'-2 P0(18'-7%), P0(6'-7%) 51.067 165 22'-2 2fT(11'-7) 50.201 166 22'-2 fE(4'-9%) 50.209 163 20'-2 P0(18'-7%) 51.067 168 22'-2 2fT(11'-7) 50.201 139 22'-2 fT(14'-8%) 50.210 162 20'-2 P0(18'-7%) 51.066 167 22'-2 2fT(11'-7) 50.201 140 22'-2 2fT(14'-8%) 50.212 141 22'-2 fE(4'-9%) 50.343 156 20'-2 P0(18'-7%) 51.066 157 22'-2 2fT(11'-7) 50.209 142 22'-2 fT(14'-8%) 50.348 154 20'-2 P0(18'-7%) 51.064 155 22'-2 2fT(11'-7) 50.209 143 22'-2 fT(14'-8%) 50.363 152 20'-2 P0(18'-7%) 51.061 153 22'-2 2fT(11-7) 50.208 144 22'-2 2fT(14'-8%) 50.399 145 22'-2 fE(4'-9%) 53.618 150 20'-2 P0(18'-7%) 51.054 151 22'-2 2fT(11'-7) 50.294 146 22'-2 fT(14'-8Y) 53.682 148 20'-2 P0(18'-7%) 51.034 149 22'-2 2fT(11'-7) 50.281 147 22'-2 fT(14'-8Yz) 53.877 8 -4'-0 93.018 112 2'-3 85.089 20 1,-0 89.020 110 19'-2 fE(13'-0'%) 75.808 126 20'-2 P0(18'-7'%) 50.986 127 22'-2 2fT(11'-7) 50.249 128 22'-2 2fT(14'-8%) 54.339 109 19'-2 P0(18'-7%) 75.149 129 22'-2 2fT(11'-7) 72.129 125 20'-2 P0(18'-7'%) 50.908 161 22'-2 2fT(11'-7) 50.618 108 19'-2 P0(18'-7%) 74.815 135 22'-2 2fT(11'-7) 72.908 124 20'-2 P0(18'-7%) 50.727 159 22'-2 2fT(11'-7) 50.435 107 19'-2 P0(18'-7%) 74.534 136 22'-2 2fT(11'-7) 72.631 123 20'-2 P0(18'-7%) 50.399 160 22'-2 2fT(11'-7) 50.110 106 19'-2 P0(18'-7%) 74.298 137 22'-2 2fT(11'-7) 72.392 122 20'-2 P0(18'-7%) 49.883 158 22'-2 2fT(11'-7) 49.602 105 19'-2 P0(18'-7'%) 74.105 138 22'-2 2fT(11'-7) 72.191 121 20'-2 P0(18'-7%) 49.147 134 22'-2 2fT(11'-7) 47.937 104 19'-2 P0(18'-7%) 73.955 133 22'-2 2fT(11'-7) 71.562 120 20'-2 P0(18'-7%) 48.664 131 22'-2 2fT(11'-7) 46.304 103 19'-2 P0(18'-7%) 73.871 130 22'-2 2fT(11'-7) 70.679 119 20'-2 P0(18'-7%) 48.407 132 22'-0 2fT(11'-7) 46.148 100 22'-0 P0(8'-8%) 29.950 102 19'-2 P0(18'-7%) 73.826 101 22'-0 2fT(11'-7) 70.721 116 19'-2 P0(18'-7%) 73.816 115 21'-8 fE(4'-9'/.) 70.915 118 20'-2 P0(18'-7'%) 48.336 117 21'-8 2fT(11'-7) 46.220 111 2'-3 fT(40'-7%), Hose 85.089 500.00 401 22'-2 Spr(-44.418) 44.418 74.64 402 22'-2 Spr(-44.416) 44.416 74.64 600 22'-2 Spr(-44.771) 44.771 74.94 404 22'-2 Spr(-30.977) 30.977 62.34 405 22'-2 Spr(-30.105) 30.105 61.45 406 22'-2 Spr(-29.899) 29.899 61.24 407 22'-2 Spr(-29.907) 29.907 61.25 408 22'-2 Spr(-30.267) 30.267 61.62 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:18AM Page 3 11 Node Analysis Job Number: 790223 Report Description: Spec. Warehouse Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 601 22'-2 Spr(-31.419) 31.419 62.78 410 22'-0 Spr(-30.994) 30.994 62.35 411 22'-0 Spr(-30.138) 30.138 61.49 412 22'-0 Spr(-29.940) 29.940 61.28 414 22'-5% Spr(-28.699) 28.699 60.00 413 22'-0 Spr(-30.309) 30.309 61.66 602 22'-0 Spr(-31.460) 31.460 62.82 416 21'-8 Spr(-30.806) 30.806 62.16 417 21'-8 Spr(-29.924) 29.924 61.27 418 21'-8 Spr(-29.711) 29.711 61.05 419 21'-8 Spr(-29.718) 29.718 61.06 420 21'-8 Spr(-30.065) 30.065 61.41 603 21'-8 Spr(-31.193) 31.193 62.55 1 -4'-0 2S, 2T(79' -8Y) 95.829 1834.00 © M.E.P.CAD, Inc. Fin AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:18AM Page 4 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings o► Route 1 SP 1.6390 0=60.00 9.12 C=120 0.113040 0'-5% Pf 1.041 414 22'-5% q=60.00 K=11.2 28.699 Spr(-28.699) 8'-8% Pe 0.210 100 22'-0 29.950 PO(8'-8'%) 9'-2'% Pv BL 2.2030 Q=70.30 5.92 0=120 0.035896 10'-0 Pf 0.359 100 22'-0 29.950 Pe 413 22'-0 30.309 10'-0 Pv BL 2.2030 0=131.96 11.11 C=120 0.115078 10'-0 Pf 1.151 413 22'-0 q=61.66 K=11.2 30.309 Spr(-30.309) Pe 602 22'-0 31.460 10'-0 Pv BL 2.2030 0=194.78 16.39 C=120 0.236500 154'-5 Pf 39.261 602 22'-0 q=62.82 K=11.2 31.460 Spr(-31.460) 11'-7 Pe 0.000 101 22'-0 70.721 fT(11'-7) 166'-0 Pv RN 2.7030 Q=194.78 10.89 C=120 0.087342 2'-10 Pf 1.876 101 22'-0 70.721 18'-7% Pe 1.228 102 19'-2 73.826 P0(18'-7%) 21'-5% Pv CM 6.4030 0=387.84 3.86 C=120 0.004684 9'-7 Pf 0.045 102 19'-2 73.826 Pe 103 19'-2 73.871 9'-7 Pv CM 6.4030 0=582.62 5.81 C=120 0.009943 8'-6 Pf 0.085 103 19'-2 73.871 Pe 104 19'-2 73.955 8'-6 Pv CM 6.4030 0=727.44 7.25 0=120 0.014993 10'-0 Pf 0.150 104 19'-2 73.955 Pe 105 19'-2 74.105 10'-0 Pv CM 6.4030 Q=833.46 8.30 C=120 0.019284 10'-0 Pf 0.193 105 19'-2 74.105 Pe 106 19'-2 74.298 10'-0 Pv CM 6.4030 Q=938.71 9.35 C=120 0.024029 9'-10 Pf 0.236 106 19'-2 74.298 Pe 107 19'-2 74.534 9'-10 Pv CM 6.4030 0=1043.72 10.40 C=120 0.029238 9'-7 Pf 0.280 107 19'-2 74.534 Pe 108 19'-2 74.815 9'-7 Pv CM 6.4030 0=1148.98 11.45 C=120 0.034926 9'-7 Pf 0.335 108 19'-2 74.815 Pe 109 19'-2 75.149 9'-7 Pv CM 6.4030 0=1334.00 13.29 C=120 0.046037 1'-3Y. Pf 0.658 109 19'-2 75.149 13'-0% Pe 110 19'-2 75.808 fE(13'-0%) 14'-3% Pv FM 8.3290 Q=1334.00 7.86 C=120 0.012791 24'-0% Pf 1.945 110 19'-2 75.808 128'-0% Pe 7.336 111 2'-3 85.089 2fE(16'-0), CV(55'-4'%), fT(40'..7%), 152'-1 Pv Hose DY 8.3290 0=1834.00 10.80 0=120 0.023049 0'-0 Pf 0.000 111 2'-3 q=500.00 85.089 Pe -0.000 112 2'-3 85.089 0'-0 Pv UG 8.3900 0=1834.00 10.64 C=140 0.016725 1'-3 Pf 3.390 112 2'-3 85.089 22'-0% Pe 0.542 20 1'-0 89.020 BFP(-3.000), LtE(22'-0%) 23'-3% Pv UG 8.3900 0=1834.00 10.64 C=140 0.016725 36'-6% Pf 1.831 20 1'-0 89.020 72-11% Pe 2.166 8 -4'-0 93.018 3LtE(22'-0%), PIV(6'-9%) 109'-6 Pv UG 10.4000 Q=1834.00 6.93 C=140 0.005877 390'-7% Pf 2.811 8 -4'-0 93.018 87'-8% Pe 1 -4'-0 95.829 GV(7'-11%), S, T(79'-8%) 478'-3% Pv Gil. Route 2 BL 2.2030 Q=8.04 0.68 C=120 0.000650 10'-0 Pf 0.007 418 21'-8 q=61.05 K=11.2 29.711 Spr(-29.711) Pe 419 21'-8 29.718 10'-0 Pv BL 2.2030 Q=69.10 5.82 C=120 0.034767 10'-0 Pf 0.348 419 21'-8 q=61.06 K=11.2 29.718 Spr(-29.718) Pe 420 21'-8 30.065 10'-0 Pv BL 2.2030 0=130.51 10.98 C=120 0.112746 10'-0 Pf 1.127 420 21'-8 q=61.41 K=11.2 30.065 Spr(-30.065) Pe 603 21'-8 31.193 10'-0 Pv BL 2.2030 Q=193.06 16.25 C=120 0.232652 156'-5 Pf 39.722 603 21'-8 q=62.55 K=11.2 31.193 Spr(-31.193) 14'-3% Pe 0.000 115 21'-8 70.915 3fE(4'-9%) 170'-8% Pv RN 2.7030 0=193.06 10.79 C=120 0.085921 2'-6 Pf 1.817 115 21'-8 70.915 18'-7% Pe 1.084 116 19'-2 73.816 P0(18'-7%) 21'-1% Pv M.E.P.CAD, Inc. ;7n AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:26AM Page 5 Ai Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings CM 6.4030 0=193.06 1.92 C=120 0.001289 7'-7 Pf 0.010 116 19'-2 73.816 Pe 102 19'-2 73.826 7'-7 Pv Gil Route 3 BL 2.2030 0=53.01 4.46 C=120 0.021291 10'-0 Pf 0.213 418 21'-8 q=61.05 K=11.2 29.711 Spr(-29.711) Pe 417 21'-8 29.924 10'-0 Pv BL 2.2030 0=114.27 9.62 C=120 0.088182 10'-0 Pf 0.882 417 21'-8 q=61.27 K=11.2 29.924 Spr(-29.924) Pe 416 21'-8 30.806 10'-0 Pv BL 2.2030 Q=176.44 14.85 C=120 0.196956 66'-8 Pf 15.414 416 21'-8 q=62.16 K=11.2 30.806 Spr(-30.806) 11'-7 Pe 0.000 117 21'-8 46.220 fT(11'-7) 78'-3 Pv RN 2.7030 0=176.44 9.86 C=120 0.072738 1'-6 Pf 1.466 117 21'-8 46.220 18'-7% Pe 0.650 118 20'-2 48.336 P0(18'-7%) 20'-1% Pv CM 4.3100 0=176.44 3.88 C=120 0.007498 9'-7 Pf 0.072 118 20'-2 48.336 Pe 119 20'-2 48.407 9'-7 Pv CM 4.3100 0=351.26 7.72 C=120 0.026802 9'-7 Pf 0.257 119 20'-2 48.407 Pe 120 20'-2 48.664 9'-7 Pv CM 4.3100 0=527.16 11.59 C=120 0.056799 8'-6 Pf 0.483 120 20'-2 48.664 Pe 121 20'-2 49.147 8'-6 Pv CM 4.3100 0=606.56 13.34 C=120 0.073632 10'-0 Pf 0.736 121 20'-2 49.147 Pe 122 20'-2 49.883 10'-0 Pv CM 4.3100 0=500.54 11.01 C=120 0.051607 10'-0 Pf 0.516 122 20'-2 49.883 Pe 123 20'-2 50.399 10'-0 Pv CM 4.3100 0=395.30 8.69 C=120 0.033347 9'-10 Pf 0.328 123 20'-2 50.399 Pe 124 20'-2 50.727 9'-10 Pv CM 4.3100 0=290.28 6.38 C=120 0.018835 9'-7 Pf 0.181 124 20'-2 50.727 Pe 125 20'-2 50.908 9'-7 Pv CM 4.3100 0=185.02 4.07 C=120 0.008187 9'-7 Pf 0.078 125 20'-2 50.908 Pe 126 20'-2 50.986 9'-7 Pv RN 2.7030 0=46.90 2.62 C=120 0.006269 2'-0 Pf 0.129 126 20'-2 50.986 P0(18'-7%) 18'-7% Pe -0.867 127 22'-2 50.249 20'-7% Pv BL 2.2030 0=46.90 3.95 C=120 0.016974 214'-8 Pf 4.090 127 22'-2 50.249 fT(11'-7) 26'-3% Pe 128 22'-2 54.339 fT(14'-8%) 240'-11% Pv BL 2.2030 0=185.02 15.57 C=120 0.215045 56'-5 Pf 17.790 128 22'-2 54.339 fT(14'-8%) 26'-3% Pe 129 22'-2 72.129 fT(11'-7) 82'-8'% Pv RN 2.7030 0=185.02 10.34 C=120 0.079418 3'-0 Pf 1.719 129 22'-2 72.129 18'-7% Pe 1.301 109 19'-2 75.149 P0(18'-7%) 21'-7% Pv Gil Route 4 BL 2.2030 0=9.13 0.77 C=120 0.000823 10'-0 Pf 0.008 406 22'-2 q=61.24 K=11.2 29.899 Spr(-29.899) Pe 407 22'-2 29.907 10'-0 Pv BL 2.2030 0=70.38 5.92 C=120 0.035974 10'-0 Pf 0.360 407 22'-2 q=61.25 K=11.2 29.907 Spr(-29.907) Pe 408 22'-2 30.267 10'-0 Pv BL 2.2030 0=132.00 11.11 C=120 0.115143 10'-0 Pf 1.151 408 22'-2 q=61.62 K=11.2 30.267 Spr(-30.267) Pe 601 22'-2 31.419 10'-0 Pv BL 2.2030 0=194.78 16.39 C=120 0.236497 154'-5 Pf 39.261 601 22'-2 q=62.78 K=11.2 31.419 Spr(-31.419) 11'-7 Pe 0.000 130 22'-2 70.679 fT(11'-7) 166'-0 Pv RN 2.7030 0=194.78 10.89 C=120 0.087340 3'-0 Pf 1.891 130 22'-2 70.679 18'-7% Pe 1.301 103 19'-2 73.871 P0(18.-7'%) 21'-7% Pv v Route 5 BL 2.2030 0=52.11 4.39 C=120 0.020628 10'-0 Pf 0.206 406 22'-2 q=61.24 K=11.2 29.899 Spr(-29.899) Pe 405 22'-2 30.105 10'-C Pv �y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:26AM Page 6 Hydraulic Analysis Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 2.2030 0=113.56 9.56 C=120 0.087167 10'-0 Pf 0.872 405 22'-2 q=61.45 K=11.2 30.105 Spr(-30.105) Pe 404 22'-2 30.977 10'-0 Pv BL 2.2030 Q=175.90 14.81 C=120 0.195841 66'-8 Pf 15.326 404 22'-2 q=62.34 K=11.2 30.977 Spr(-30.977) 11'-7 Pe 0.000 131 22'-2 46.304 fT(11'-7) 78'-3 Pv RN 2.7030 Q=175.90 9.83 C=120 0.072326 2'-0 Pf 1.494 131 22'-2 46.304 18'-7% Pe 0.867 120 20'-2 48.664 P0(18'-7%) 20'-7'% Pv Route 6 BL 2.2030 0=10.30 0.87 0=120 0.001028 10'-0 Pf 0.010 412 22'-0 q=61.28 K=11.2 29.940 Spr(-29.940) Pe 100 22'-0 29.950 10'-0 Pv o Route 7 BL 2.2030 0=50.98 4.29 C=120 0.019811 10'-0 Pf 0.198 412 22'-0 q=61.28 K=11.2 29.940 Spr(-29.940) Pe 411 22'-0 30.138 10'-0 Pv BL 2.2030 0=112.47 9.47 0=120 0.085622 10'-0 Pf 0.856 411 22'-0 q=61.49 K=11.2 30.138 Spr(-30.138) Pe 410 22'-0 30.994 10'-0 Pv BL 2.2030 0=174.82 14.71 C=120 0.193632 66'-8 Pf 15.154 410 22'-0 q=62.35 K=11.2 30.994 Spr(-30.994) 11'-7 Pe 0.000 132 22'-0 46.148 fT(11'-7) 78'-3 Pv RN 2.7030 0=174.82 9.77 C=120 0.071510 1'-10 Pf 1.465 132 22'-0 46.148 18'-7% Pe 0.795 119 20'-2 48.407 P0(18'-7%) 20'-5% Pv .w, Route 8 BL 2.2030 0=69.88 5.88 C=120 0.035502 10'-0 Pf 0.355 402 22'-2 q=74.64 K=11.2 44.416 Spr(-44.416) Pe 600 22'-2 44.771 10'-0 Pv BL 2.2030 0=144.82 12.19 0=120 0.136684 184'-5 Pf 26.791 600 22'-2 q=74.94 K=11.2 44.771 Spr(-44.771) 11'-7 Pe 0.000 133 22'-2 71.562 fT(11'-7) 196'-0 Pv RN 2.7030 0=144.82 8.10 C=120 0.050479 3'-0 Pf 1.093 133 22'-2 71.562 18'-7% Pe 1.301 104 19'-2 73.955 P0(18'-7%) 21'-7'% Pv wo Route 9 BL 2.2030 0=4.76 0.40 0=120 0.000246 10'-0 Pf 0.002 402 22'-2 q=74.64 K=11.2 44.416 Spr(-44.416) Pe 401 22'-2 44.418 10'-0 Pv BL 2.2030 Q=79.40 6.68 0=120 0.044966 66'-8 Pf 3.519 401 22'-2 q=74.64 K=11.2 44.418 Spr(-44.418) 11'-7 Pe 0.000 134 22'-2 47.937 fT(11'-7) 78'-3 Pv RN 2.7030 0=79.40 4.44 0=120 0.016607 2'-0 Pf 0.343 134 22'-2 47.937 18'-7% Pe 0.867 121 20'-2 49.147 P0(18'-7%) 20'-7% Pv G. Route 10 RN 2.7030 0=105.26 5.89 0=120 0.027974 3'-0 Pf 0.606 135 22'-2 72.908 18'-7% Pe 1.301 108 19'-2 74.815 P0(18'-7%) 21'-7% Pv .7 Route 11 RN 2.7030 0=105.02 5.87 0=120 0.027855 3'-0 Pf 0.603 136 22-2 72.631 18'-7% Pe 1.301 107 19'-2 74.534 P0(18'-7%) 21'-7% Pv Route 12 RN 2.7030 0=105.24 5.88 0=120 0.027964 3'-0 Pf 0.605 137 22'-2 72.392 18'-7% Pe 1.301 106 19'-2 74.298 P0(18'-7'%) 21'-7% Pv two Route 13 RN 2.7030 0=106.02 5.93 0=120 0.028350 3'-0 Pf 0.614 138 22'-2 72.191 18'-7% Pe 1.301 105 19'-2 74.105 P0(18'-7%) 21'-7% Pv two Route 14 CM 2.7030 0=8.72 0.49 0=120 0.000279 8'-6 Pf 0.002 139 22'-2 50.210 Pe 140 22'-2 50.212 8'-6 Pv BL 2.2030 0=13.45 1.13 0=120 0.001685 58'-0 Pf 0.131 140 22'-2 50.212 fT(14'-8%z) 19'-6 Pe 0.000 141 22'-2 50.343 fE(4'-9%) 77'-6 Pv CM 2.7030 0=13.45 0.75 0=120 0.000622 8'-4 Pf 0.005 141 22'-2 50.343 Pe 142 22'-2 50.348 8'-4 Pv ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:26AM Page 7 I 11a Hydraulic Analysis Job Number: 790223 • Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length CM 2.7030 0=25.33 1.42 C=120 0.002006 7-6 Pf 0.015 142 22'-2 50.348 Pe 143 22'-2 50.363 7'-6 Pv CM 2.7030 0=37.91 2.12 C=120 0.004228 8'-6 Pf 0.036 143 22'-2 50.363 Pe 144 22'-2 50.399 8'-6 Pv BL 2.2030 0=52.03 4.38 C=120 0.020567 137'-0 Pf 3.219 144 22'-2 50.399 fT(14'-8%) 19'-6 Pe 0.000 145 22'-2 53.618 fE(4'-9'/.) 156'-6 Pv CM 2.7030 0=52.03 2.91 C=120 0.007596 8'-6 Pf 0.065 145 22'-2 53.618 Pe 146 22'-2 53.682 8'-6 Pv CM 2.7030 Q=94.38 5.28 C=120 0.022862 8'-6 Pf 0.194 146 22'-2 53.682 Pe 147 22'-2 53.877 8'-6 Pv CM 2.7030 0=138.12 7.72 C=120 0.046245 10'-0 Pf 0.462 147 22'-2 53.877 Pe 128 22'-2 54.339 10'-0 Pv c► Route 15 CM 4.3100 Q=138.12 3.04 C=120 0.004767 10'-0 Pf 0.048 126 20'-2 50.986 Pe 148 20'-2 51.034 10'-0 Pv RN 2.7030 0=43.74 2.45 C=120 0.005511 2'-0 Pf 0.114 148 20'-2 51.034 P0(18'-7%) 18'-7% Pe -0.867 149 22'-2 50.281 20'-7% Pv BL 2.2030 0=43.74 3.68 C=120 0.014922 214'-8 Pf 3.596 149 22'-2 50.281 fT(11'-7) 26'-3% Pe 147 22'-2 53.877 fT(14'-8%) 240'-11% Pv co Route 16 CM 4.3100 0=94.38 2.08 C=120 0.002357 8'-6 Pf 0.020 148 20'-2 51.034 Pe 150 20'-2 51.054 8'-6 Pv RN 2.7030 0=42.36 2.37 C=120 0.005192 2'-0 Pf 0.107 150 20'-2 51.054 P0(18'-7%) 18'-7% Pe -0.867 151 22'-2 50.294 20'-7% Pv BL 2.2030 0=42.36 3,57 C=120 0.014060 214'-8 Pf 3.388 151 22'-2 50.294 fT(11'-7) 26'-3% Pe 146 22'-2 53.682 fT(14'-8%) 240'-11% Pv co Route 17 CM 4.3100 0=52.03 1.14 C=120 0.000783 8'-6 Pf 0.007 150 20'-2 51.054 Pe 152 20'-2 51.061 8'-6 Pv RN 2.7030 0=14.12 0.79 C=120 0.000680 2'-0 Pf 0.014 152 20'-2 51.061 P0(18'-7'%) 18'-7% Pe -0.867 153 22'-2 50.208 20'-7% Pv BL 2.2030 0=14.12 1.19 C=120 0.001842 77'-8 Pf 0.192 153 22'-2 50.208 fT(11'-7) 26-3% Pe -0.000 144 22'-2 50.399 fT(14'-8%) 103'-11% Pv c+ Route 18 CM 4.3100 0=37.91 0.83 C=120 0.000436 8'-6 Pf 0.004 152 20'-2 51.061 Pe 154 20'-2 51.064 8'-6 Pv RN 2.7030 0=12.57 0.70 C=120 0.000549 2'-0 Pf 0.011 154 20'-2 51.064 P0(18'-7%) 18'-7% Pe -0.867 155 22'-2 50.209 20'-7% Pv BL 2.2030 0=12.57 1.06 C=120 0.001487 77'-8 Pf 0.155 155 22'-2 50.209 fT(11'-7) 26'-3% Pe -0.000 143 22'-2 50.363 fT(14'-8 4) 103'-11% Pv v Route 19 CM 4.3100 0=25.33 0.56 C=120 0.000207 7'-6 Pf 0.002 154 20'-2 51.064 Pe 156 20'-2 51.066 7'-6 Pv RN 2.7030 0=11.88 0.66 C=120 0.000494 2'-0 Pf 0.010 156 20'-2 51.066 P0(18'-7%) 18'-7% Pe -0.867 157 22'-2 50.209 20'-7% Pv BL 2.2030 0=11.88 1.00 C=120 0.001338 77'-8 Pf 0.139 157 22'-2 50.209 fT(11'-7) 26-3% Pe -0.000 142 22'-2 50.348 fT(14'-8%) 103'-11% Pv .o Route 20 RN 2.7030 0=106.02 5.93 C=120 0.028350 2'-0 Pf 0.585 122 20'-2 49.883 P0(18'-7%) 18'-7% Pe -0.867 158 22'-2 49.602 20'-7% Pv ©M.E.P.CAD, Inc. if AutoSPRINK® VR5 v5.1.32 02/05/2007 11: 50:26A M Page 8 Hydraulic Analysis II Job Number: 790223 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K-Factor Pt Pn Fittings BL 2.2030 0=106.02 8.92 0=120 0.076764 271'-1 23'-2'% 294'-3% Pf Pe Pv 22.589 -0.000 158 22'-2 138 22'-2 49.602 72.191 fT(11'-7) fT(11'-7) GIP Route 21 RN _ 27030 0=105.02 5.87 C=120 0.027855 2'-0 18'-7% 20'-7% Pf Pe Pv 0.575 -0.867 124 20'-2 159 22'-2 50.727 50.435 P0(18'-7'%) BL 2.2030 0=105.02 8.84 0=120 0.075425 271'-1 23'-2'% 294'-3% Pf Pe Pv 22.195 -0.000 159 22'-2 136 22'-2 50.435 72.631 fT(11-7) fT(11'-7) v Route 22 RN 27030 0=105.24 5.88 C=120 0.027964 2'-0 18'-7% 20'-7% Pf Pe Pv 0.577 -0.867 123 20'-2 160 22'-2 50.399 50.110 P0(18.-7%) BL 2.2030 0=105.24 8.86 0=120 0.075721 271'-1 23'-2% 294'-3'% Pf Pe Pv 22.282 -0.000 160 22'-2 137 22'-2 50.110 72.392 fT(11'-7) fT(11'-7) Gil Route 23 RN 27030 0=105.26 5.89 0=120 0.027974 2'-0 18'-7% 20'-7% Pf Pe Pv 0.578 -0.867 125 20'-2 161 22'-2 50.908 50.618 P0(18'-7%) BL 2.2030 0=105.26 8.86 0=120 0.075747 271-1 23'-2'% 294'-3'% Pf Pe Pv 22.290 -0.000 161 22'-2 135 22'-2 50.618 72.908 fT(11'-7) fT(11'-7) GIP Route 24 CM 43100 Q=8.72 0.19 0=120 0.000029 8'-6 8'-6 Pf Pe Pv 0.000 162 20'-2 163 20'-2 51.066 51.067 CM 4.3100 0=4.53 0.10 0=120 0.000009 7'-0 7'-0 Pf Pe Pv 0.000 163 20'-2 164 20'-2 51.067 51.067 RN 2.7030 0=4.53 0.25 0=120 0.000083 2'-0 18'-7% 20'-7% Pf Pe Pv 0.002 -0.867 164 20'-2 165 22'-2 51.067 50.201 P0(18'-7'%) BL 2.2030 0=4.53 0.38 0=120 0.000225 19'-8 16'-4'% 36'-0% Pf Pe Pv 0.008 -0.000 165 22'-2 166 22'-2 50.201 50.209 fT(11-7) fE(4'-9%) CM 2.7030 0=4.53 0.25 C=120 0.000083 7'-0 7'-0 Pf Pe Pv 0.001 166 22'-2 139 22'-2 50.209 50.210 - Route 25 CM 43100 Q=13.45 0.30 0=120 0.000064 8'-4 8'-4 Pf Pe Pv 0.001 156 20'-2 162 20'-2 51.066 51.066 RN 2.7030 0=4.73 0.26 0=120 0.000090 2'-0 18'-7% 20'-7% Pf Pe Pv 0.002 -0.867 162 20'-2 167 22'-2 51.066 50.201 P0(18'-7%) BL 2.2030 0=4.73 0.40 0=120 0.000244 19'-8 26'-3% 45-11% Pf Pe Pv 0.011 -0.000 167 22'-2 140 22'-2 50.201 50.212 fT(11'-7) fT(14'-8'%) Route 26 RN 27030 0=4.19 0.23 0=120 0.000072 2'-0 18'-7% 20'-7% Pf Pe Pv 0.001 -0.867 163 20'-2 168 22'-2 51.067 50.201 P0(18'-7%) BL 2.2030 0=4.19 0.35 0=120 0.000195 19'-8 26'-3% 45'-11% Pf Pe Pv 0.009 -0.000 168 22'-2 139 22'-2 50.201 50.210 fT(11'-7) fT(14'-8%) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier Y / Actual Inside Diameter \ 4.87 = Factor Value Of C Multiplying Factor 100 0.713 130 140 1.16 1.33 150 1.51 l Schedule 40 Steel Pipe Inside Diameter J © M.E.P.CAD, Inc. 'in AutoSPRINK® VR5 v5.1.32 02/05/2007 11: 50: 26A M Page 9 119 Hydraulic Analysis Pipe Type Diameter Flow Job Number: 790223 Report Description: Spec. Warehouse Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fT g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV Z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. i;d AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:26AM Page 10 �a Hydraulic Graph Job Number: 790223 Report Description: Spec. Warehouse 150 Supply at Node 1 135 120 -fiN\NNN Static Pressure 130.000 105 90 1834.00 .2334.00 © 95.829 with hose streams til d 75 N N co a 60 45 Sys em demand curve 30 15 4856.00 @ 20.000 0 1111111(11111 II1111111 111111111 III 1 I I 1 I I 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 *00 1000 1500 2000 2500 3000 3500 Water flow, gpm 4000 4500 5000 Hydraulic Graph Supply at Node 1 Statrc Pressure 130.000 Residual Pressure 4856.00 @ 20.000 Available PressureTime or Test 101.636 @ 2334.00 System Demand 1834.00 @ 95.829 System Demand (Including Hou Allowance) 2334.00 @ 95.829 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11: 50: 36A M Page 11 aid Flow Diagram (Top View) Job Number: 790223 Report Description: Spec. Warehouse Dn Dn 1' Dn \./3 Dn Dn Dn Dn \Jo Dn yp © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:48AM Page 12 Dn y o 0 0 Up mm,,,, n^' Up > > c y° Dn N,jo Up 0 Dn Ai Up ye Dn ° —.—.—. I B cs� 23�i I — — _ ° ° ° ° Up �o g Up vo Up , Up `p •_ c�> ni4 b�4 b I 14 > i3�J Up �o Up q <I:, 1 bi cul Up VSD 163 Up_ p I > —I. —-`® `—� ``—�I � J ._l. u p 4 4 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 02/05/2007 11:50:48AM Page 12 'U -0 00 3J 3 -A• 0 3 cn m if 02 N) 0, w e C) r C) z0 02 01 ci 74 01 - N.) 01 SIM. rn 0 r- N.) 01 v, 3 4„43; SIM. 01 01 8 N.) 01 t ' N.) MATCHLINE meemann .N.r®. (SEE SHEET FP -2 FOR CONTINUATION) SIM. /1 / i O 1'/ 1'-7 NJ N w NJ N N SIM. 2 N N •1 N O N O 0 0 1 • .p. — 1 1 — 6 ,,, J1:„.''' 0 , J1: 61 0 /V -t c,',. I 1°' 11/4 n) "3 — / •_ ie' / 4'0 -ti pY4 8' v-0 •)c 5'-0 9-71/4 t ' 9'-7 el)----\-- V 01 01 5-0 cri N.) 2 "91-7 AK) _40010',4 -7 6 Ii \ 6 -;`' \c6 \ 0 '0 ” O) 8.-6 A\ 03 '<‘ ei ol cn I- o o 9'-7 + V-6 6/N 1•3 6 6 ▪ r.) • 6 /2-56 4'-0 I , T-2 01 /1/ • /P,/, 4'-6 01 [3' 10'-0 Cs) NJ NJ 8.-6 l'-6 co (13 1 C2 71* cis;/— ,.. -' 1-1•9',Z-1- 1 o .... s •,,JL 1 I Lb, 21-41/2 6 5-4 4'-8 0 03 40.-0 0) 1 0/ I( ; 10" UNDERGROUND (INSTALLED BY OTHERS) ELETTE/UMEJCOL3EriLUEE:3EUM"MLi LIEZIENZInErTEICHEE277011EZ 390'-6" +/- 1.1 RILDEZ 0)01 � O < O -1°)z0 qm-1 p -0 40'-0 A r_ G) 2 1% /2'-11'h w 1 1 5'-2'/ 7'-6'/4 6'-11- AO I , V ` + `'� �0' 11'/z N p, ®.p w \'1'h ✓ v 5'-0 N AN T 9'-7 0 7� o O ?;S i r ° +'vsND \1% 0'-7 CO NJ 8'-6 CO O r O J O 4 0 4 O N O 4 N/1'-4 9'=7 +0, O 9'=7 W N 7'-2 U cn 6 N 0 O 02 n: ti n: 40.-0 12-0 25-0 NJ / i 1 4'-31/4 0/ 85Y2 / 0 1 _ 0 6 in * 4 2 H W S-61/2 1 Op i'' 6 7.!.. 02 w.4„. IC' O' 1,/' VA -7, V 4.: sc. 4 r..... -.-4E. 2 N., \1Y4 0'-6 1 -7 ,CD " ND 0, 9'-7\e, 1cY-o Ni> IV 1D— + "Ai g'NJ 6 0) I CO 02. I k 4 4 4 rt';-hJ i (Ln / 6 '0 m > C M —I 5; rn > > Z = 911/DS MBIA NYld Avnixnv (3) 2.. ° * ° CY) CD ra) -. -.. .- F. , -.: 4: -.• * . N -D *0; •,-, ..<, ".., 6 1 cr) 4 " 2'-6 0 ±r: c'D 4 4 48'-6 2% as/ 71/4 ,7"-- cD 111 0 1% 1,-0 1% '-6% ) m m Ox ri• > Oz < m — I < — m -11'0 4=1. (.1) mm 7171 NJ r A Alan Metzler - NORMED WAREHOUSE - Inspector's Test Page 1 of 1 From: "Steve Wasley" <steve.wasley@wsfp.us> To: <ametzler@ci.tukwila.wa.us> Date: 02/06/2007 1:05 PM Subject: NORMED WAREHOUSE - Inspector's Test Al, Please find attached .pdf file showing revised riser to include 2" AGF Test & Drain; also includes manufacturer's material data sheets. Feel free to contact me if you have any questions. Thank you, Steve Wasley, Design Manager Western States Fire Protection Co. 7102 180th Avenue N.E., Suite A-105 Redmond, Wa. 98052 Office: (425) 881-0100 Fax: (425) 881-3030 efriaido ia&ufiamr /cm ffte pwiectiaa of &tear and propert, puavidurz asp e vicepfiawra1 ua1ue fa aux cuafa nern. ******************************************************************** This email and any attachments maybe confidential or legally privileged. If you received this message in error or are not the intended recipient, you are prohibited from retaining, distributing, disclosing or using any information contained herein. You should destroy the e-mail message and any attachments or copies if you are not the intended recipient. Please inform us of the erroneous delivery by return e-mail. Thank you for your cooperation. ******************************************************************** file : //C:\Documents%20and%20Settings\Metzler-A\Local%20Settings\Temp\XPGrp Wis... 02/07/2007 3NON :31VDS 1 1Iv1]a i]SId 3I2211�WOSI 1 13 N —+ 0 CO CO v CO (Yb A W N ITEM NO. 2" AGF TEST AND DRAIN (TIE INTO 2" MAIN DRAIN) 6" UNDERGROUND TO FREESTANDING FDC (BY OTHERS) 8" SUPPLY OUT TO OVERHEAD SPRINKLER SYSTEM 8" SYSTEM SENSOR WATERFLOW SWITCH (WIRED BY OTHERS) 6" FLANGE 1'-0" AFF (WSFP TO TIE-IN HERE) 6" RELIABLE MODEL "G" SWING CHECK VALVE 2" DRAIN - DISCHARGE TO EXTERIOR (2" GMI 45' ELL) 2" MAIN DRAIN 8" RELIABLE MODEL "E" ALARM CHECK VALVE w/ TRIM OS&Y GATE VALVE w/ TAMPER SWITCHES (WIRED BY OTHERS) 8" AMES 3000SS - DOUBLE DETECTOR CHECK BACKFLOW ASSEMBLY 8" FLANGE 1'-0" AFF (WSFP'S SCOPE STARTS HERE) 8" FLANGED DUCTILE IRON 90' ELL 8" UNDERGROUND SUPPLY (BY OTHERS) DESCRIPTION 1 as iG�zitV�" Ra NEW DRIVE IN RAMP W/WALL ROLL UP DOORS DRIVE IN DOOR 1J ACCESS DOOR DOCK DOOR ROLL UP DOORS FIRE DEPARTMENT HIGH PILE STORAGE NOTES: SCOPE OF WORK: THIS PLAN IS INTENDED FOR CONSTRUCTION IT IS A HIGH PILED STORAGE DESIGN AND REPORT IN CONJUCTION WITH BUILDING STRUCTURAL PLANS. IT'S PURPOSE IT TO ESTABLISH THE STORAGE REQUIREMENTS FOR THE TENANT AND BUILDING WHICH COMPLIES WITH THE APPLICABLE 2009 INTERNATIONAL FIRE CODE, NEPA 13 2010 EDITION, AND 2009 INTERNATIONAL BUILDING CODE REQUIREMENTS. ANY AND ALL MODIFICATIONS TO THE BUILDING ARE THE SOLE RESPONSIBILITY OF THE OWNER/TENANT. THE OWNER/TENANT SHALL OBTAIN A LICENSED CONTRACTOR TO PERFORM SUCH WORK. ALONG WITH THE NECESSARY PERMIT FOR SUCH WORK. ACCESS DOOR ACCESS DOOR 74I I IIS ACCESS DOOR PROPOSED HIGH PILE STORAGE COMMODITIES: EXISTING FIRE HYDRANTS: ACCESSIBLE HYDRANT(S) SHALL BE PROVIDED AND LOCATED WITHIN 150 FEET OF ALL PORTIONS OF EXTERIOR WALL ON THE FIRST FLOOR AS MEASURED IN AN APPROVED ROUTE AROUND THE BUILDING IN CONFORMANCE WITH CITY STANDARDS. ALL PRIVATE FIRE HYDRANT CAPS MUST BE PAINTED IN ACCORDANCE WITH TUKWILA FIRE DEPARTMENT STANDARDS IDLE PALLET STORAGE: THERE WILL BE NO IDLE PALLET STORAGE IN THIS WAREHOUSE AT THIS TIME CLASS IV COMMODITIES: PER IFC 2303.5 ALL COMMODITIES LISTED BELOW ARE CARTONED AND STORED ON WOOD PALLETS COMMODITY: GROUP A PLASTIC MEDICAL SUPPLY PARTS AND ACCESSORIES ALL COMMODITIES IN PARTITIONED CARDBOARD BOXES, PLACED ON WOOD PALLETS, SHRINK WRAPPED FOUR SIDES (NON -ENCAPSULATED) PLACED ON RACKS TO A HEIGHT OF 20'-0" TOP OF STORAGE THESE COMMODITIES SHALL BE CLASSIFIED AS HIGH HAZARD PER 2303.6 PER THE GROUP A PLSTICS FLORAL ARRANGEMENTS AND DECORATIONS. NOTE: CARTONS THAT CONTAIN GROUP A PLASTIC MATERIAL CAN BE TREATED AS CLASS IV COMMODITIES UNDER THE FOLLOWING CONDITIONS: 1.) THERE SHALL BE MULTIPLE LAYERS OF CORRUGATION OR EQUIVALENT OUTER MATERIAL THAT WOULD SIGNIFICATLY DELAY FIRE INVOLVEMENT OF GROUP A PLASTICS. 2.) THE AMOUNT AND ARRANGEMENT OF GROUP A PLASTIC MATERIAL WITHIN AN ORDINARY CARTON WOULD NOT BE EXPECTED TO SIGNIFICANTLY INCREASE THE FIRE HAZARD. BUILDING ACCESS: PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ. FT) BUILDING ACCESS IS REQUIRED (SEE PLAN FOR ACCESS ROAD AND DOORS) CURTAIN BOARD INFORMATION: PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ. FT) DRAT- I CURTAINS ARE NOT REQUIRED REQUIRED FLUE SPACES: IFC TABLE 2308.3 LONGITUDINAL: MINIMUM 6 INCHES TRANSVERSE: MINIMUM 3 INCHES, VERTICALLY ALIGNED NOT REQUIRED FIRE DETECTION SYSTEM: PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ. FT) A FIRE DETECTION SYSTEM IS NOT REQUIRED FIRE DEPARMENT ACCESS ROAD FIRE DEPARMENT ACCESS ROAD FIRE SPRINKLER DESIGN: THE CALCULATED SYSTEM HAS A MIN. DENSITY OF .60 GPM OVER THE REMOTE 2,000 SQ. FT. WITH SPRINKLER HEADS WITH A TEMPERATURE RATING OF 286°F. HIGH TEMPERATURE SPRINKLER HEADS WITH A 11.2K FACTOR DESIGN CRITERIA FOR RACK STORAGE: NEPA 13 (2010) REFERENCES TO TABLE 16.2.1.3.2(D) CURVE -E & G CLASS IV COMMODITIES FOR STORAGE UP TO 20'-0" . THIS DESIGN REQUIRES A CEILING SPRINKLER DENSITY OF .495 GPM/2,000 SQ. FT. WITH 286°F HEADS WITH MINIMUM FOR CURVE -E AND .580 GPM/2,000 SQ. FT. WITH 286°F HEADS FOR CURVE -G WITH AISLES BETWEEN 4'-0" AND 8'-0" NFPA 13 SECTION 16.2.1 .3.2.1 (A) HAS BEEN APPLIED DIRECT LINEAL INTERPOLATION FOR AISLES BETWEEN 4' AND 8' FOR A DENSITY OF .52 GPM (7'-0" MIN. AISLES) THIS SPRINKLER SYSTEM ALLOWS FOR STORAGE UP TO 20'-0" FEET OR WITHIN 18" OF SPRINKLER HEADS, WHICHEVER IS LESS FOR THE FOLLOWING COMMODITIES: -CLASS IV COMMODITIES - CONVENTIONAL PALLETS - CARTONED OR EXPOSED WAREHOUSE INFORMATION: OCCUPANCY TYPE: B (OFFICE), S-1 (WAREHOUSE /. STORAGE) CONSTRUCTION TYPE: TYPE III -B FIRE SPRINKLERS: FULLY SPRINKLED BUILDING CLEAR HEIGHT: 28'-O" FROM SLAB TO ROOF SHEATHING STORAGE INFORMATION + MAXIMUM STORAGE HEIGHT: STORAGE METHOD: NUMBER OF TIERS: -MAXIMUM STORAGE HEIGHT: -DEPTH OF RACKS: -LONGITUDINAL FLUE SPACE: - AISLE WIDTHS BETWEEN RACKS: -WIDTH OF INDIVIDUAL BAYS: - SHELF TYPE: -WAREHOUSE AREA: - WAREHOUSE HIGH -PILE AREA: RACK STORAGE SEE RACK ELEVATIONS 20'-0" FT. RACK STORAGE 3'-6" FEET 12 INCHES 7' FT - 0" INCHES MINIMUM SEE RACK ELEVATIONS BEAM LOADED OR WIRE MESH DECKS 23,561 SQ. FT. OF WAREHOUSE AREA 18,714 SQ. FT. OF HIGH -PILE STORAGE FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS A MINIMUM 48 HOURS IN ADVANCE BY CALLING (206) 575-4404 FIRE APPARATUS ACCESS ROADS SHALL BE UNOBSTRUCTED. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH IFC 504 AND TUKWILA FIRE DEPARTMENT STANDARDS AUTOMATIC FIRE SPRINKLER SYSTEMS AND ALL CONTROL VALVES SHALL BE MONITORED BYA U.L. LISTED CENTRAL ALARM STATION OR BE SUPERVISED PER 2009 IFC CHAPERT 9. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE MONITORING SYSTEM. A CFC PERMIT IS REQUIRED FOR HIGH PILE STORAGE. THIS PERMIT WILL BE ISSUED BY AN TUKWILA FIRE DEPARTMENT FIRE INSPECTOR. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITH OUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB -TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVEL. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSER SHALL NOT EXCEED 5 POUNDS THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS SHALL NOT EXCEED 15 POUNDS I.B.C. 1008. ALL EXTERIOR ACCESS DOORS SHALL BE 6'-8" X 3'-0" MAN DOORS WITH ONE MOTION HARDWARE ACCESSIBLE FROM INSIDE AND OUTSIDE. ALL ACCESS DOORS TO HAVE EXTERIOR LEVER HARDWARE AND ABLE TO OPEN FROM OUTSIDE. PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ. FT) ALL SMOKE AND HEAT VENTS ARE REQUIRED FOR HIGH PILE STORAGE VENT RATIO PER TABLE 910.3 OPTION 1 ALL SMOKE AND HEAT VENTS SHALL BE IN ACCORDANCE WITH CFC 2306.7 MINIMUM VENT TO FLOOR RATIO OF SMOKE & HEAT VENTS IS 1:100 COMMODITIES FOR STORAGE HEIGHTS UP TO 20' (CFC TABLE 910.3 OPTION 1) FUSIBLE LINK TEMPERATURE: 386°F (MINIMUM) IF FUSIBLE LINK IS NOT ADEQUATE, OWNER MUST CHANGE TO COMPLY 18,714 SQ. FT. x 1.00% (1:100) SOJTH 131ST DLAC 32 SQ. FT. (4' x 8' SMOKE VENT) SMOKE VENTS REQUIRED: 6 SMOKE VENTS REQUIRED SMOKE VENTS INSTALLED: 8 SMOKE VENTS INSTALLED IN HPS AREA = SMOKE VENT COLUMN FIRE SPRINKLER PROTECTION: PER TABLE NFPA 13 (2010) TABLE 16.1.4.1 NOTE REQUIRED: BASED ON EXISTING OVERHEARD CEILING SPRINKLERS HAVING A DENSITY GREATER THAN .57 GPM (CLASS IV COMMODITY) EXISTING SPRINKLER DENSITY: .60/2,000 FIRE EXTINGUISHERS: 5 YEAR SPRINKLER CERTIFICATION IS REQUIRED TO BE CURRENT PROPERTY EQUIPPED WITH FIRE DEPARTMENT CONNECTIONS IF ANY HOSE RACKS EXIST, THEY MUST BE REMOVED AND CAPPED OFF AT THE CEILING STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH IFC REGULATIONS. KNOX BOXES SHALL BE PROVIDED IN ACCORDANCE WITH TUKWILA FIRE DEPARTMENT STANDARDS, LOCATIONS SHALL BE PROVIDED BY PROPERTY OWNER KNOX BOX. LOCATION LOCATED IN FRONT ENTRANCE OF OFFICE THERE WILL NOT BE ANY FIRE SPRINKLER ALTERATIONS TO THE EXISTING SPRINKLER SYSTEM AT THIS TIME, IF ANY ALTERNATIONS ARE TO BE PERFORMED A SEPARATE PERMIT WILL NEEDED TO PERFORM SUCH WORK THIS REVIEW DID NOT INCLUDE ANALYSIS OF ANY FLAMMABLE LIQUIDS OR HAZARDOUS MATERIALS TO BE PRESENT. IF THERE ARE TO BE ANY HAZARDOUS MATERIALS PRESENT IN EXCESS OF EXEMPT AMOUNTS, THE APPLICANT MUST PROVIDE A LETTER IDENTIFYING THE MATERIALS TO BE STORED AND/OR USED AND RETURN IT TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INTRODUCTION OF SUCH MATERIALS INTO THE BUILDING. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH 2009 IFC SECTION 906 AND TUKWILA FIRE DEPARTMENT STANDARDS FOR EXTRA HAZARD CODE REFERENCES: 2009 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL BUILDING CODE NFPA 13 2010 EDITION TUKWILA FIRE DEPARTMENT STANDARDS Li a APPROVALS VICINITY MAP SIZE D 0 w CL Li w CC 0. 0 w v w U PROJECT# PWPXXXX SCALE 1" = 30'-0" SHEET 1 OF 2 APPROVED 40'-4" 36'-8" 45' ACCESS DOOR 45' 45' 12'-6' 1 1 1 1 1 2 ISI 6 6 3 2 2 2 2 3 3 Q a 40' a. J - ACCESS DOOR I.� 11'-3" 40' 40' 40' FIRE DEPARTMENT HIGH PILE STORAGE NOTES: SCOPE OF WORK: 1 2 7'-10" 1 1 1 1 2 1 1 1 1 THIS PLAN IS INTENDED FOR CONSTRUCTION IT IS A HIGH PILED STORAGE DESIGN AND REPORT IN CONJUCTION WITH BUILDING STRUCTURAL PLANS. IT'S PURPOSE IT TO ESTABLISH THE STORAGE REQUIREMENTS FOR THE TENANT AND BUILDING WHICH COMPLIES WITH THE APPLICABLE 2009 INTERNATIONAL FIRE CODE, NFPA 13 2010 EDITION, AND 2009 INTERNATIONAL BUILDING CODE REQUIREMENTS. ANY AND ALL MODIFICATIONS TO THE BUILDING ARE THE SOLE RESPONSIBILITY OF THE OWNER/TENANT. THE OWNER/TENANT SHALL OBTAIN A LICENSED CONTRACTOR TO PERFORM SUCH WORK. ALONG WITH THE NECESSARY PERMIT FOR SUCH WORK. PROPOSED HIGH PILE STORAGE COMMODITIES: CLASS IV COMMODITIES: PER IFC 2303.5 ALL COMMODITIES LISTED BELOW ARE CARTONED AND STORED ON WOOD PALLETS COMMODITY: GROUP A PLASTIC MEDICAL SUPPLY PARTS AND ACCESSORIES ALL COMMODITIES IN PARTITIONED CARDBOARD BOXES, PLACED ON WOOD PALLETS, SHRINK WRAPPED FOUR SIDES (NON -ENCAPSULATED) PLACED ON RACKS TO A HEIGHT OF 20'-0" TOP OF STORAGE THESE COMMODITIES SHALL BE CLASSIFIED AS HIGH HAZARD PER 2303.6 PER THE GROUP A PLSTICS FLORAL ARRANGEMENTS AND DECORATIONS. NOTE: CARTONS THAT CONTAIN GROUP A PLASTIC MATERIAL CAN BE TREATED AS CLASS IV COMMODITIES UNDER THE FOLLOWING CONDITIONS: 1.) THERE SHALL BE MULTIPLE LAYERS OF CORRUGATION OR EQUIVALENT OUTER MATERIAL THAT WOULD SIGNIFICATLY DELAY FIRE INVOLVEMENT OF GROUP A PLASTICS. 2.) THE AMOUNT AND ARRANGEMENT OF GROUP A PLASTIC MATERIAL WITHIN AN ORDINARY CARTON WOULD NOT BE EXPECTED TO SIGNIFICANTLY INCREASE THE FIRE HAZARD. FIRE SPRINKLER DESIGN: THE CALCULATED SYSTEM HAS A MIN. DENSITY OF .60 GPM OVER THE REMOTE 2,000 SQ. FT. WITH SPRINKLER HEADS WITH A TEMPERATURE RATING OF 286°F. HIGH TEMPERATURE SPRINKLER HEADS WITH A 11.2K FACTOR DESIGN CRITERIA FOR RACK STORAGE: NEPA 13 (2010) REFERENCES TO TABLE 16.2.1.3.2(D) CURVE -E & G CLASS IV COMMODITIES FOR STORAGE UP TO 20'-0" . THIS DESIGN REQUIRES A CEILING SPRINKLER DENSITY OF .495 GPM/2,000 SQ. FT. WITH 286°F HEADS WITH MINIMUM FOR CURVE -E AND .580 GPM/2,000 SQ. FT. WITH 286°F HEADS FOR CURVE -G WITH AISLES BETWEEN 4'-0" AND 8'-0" NFPA 13 SECTION 16.2.1.3.2.1(A) HAS BEEN APPLIED DIRECT LINEAL INTERPOLATION FOR AISLES BETWEEN 4' AND 8' FOR A DENSITY OF .52 GPM (7'-0" MIN. AISLES) THIS SPRINKLER SYSTEM ALLOWS FOR STORAGE UP TO 2O'-0" FEET OR WITHIN 18" OF SPRINKLER HEADS, WHICHEVER IS LESS FOR THE FOLLOWING COMMODITIES: -CLASS IV COMMODITIES -CONVENTIONAL PALLETS -CARTONED OR EXPOSED ACCESS DOOR 2 1 2 2 2 2 2 2 1 2 2 2 2 2 7•-10" 2 1 2 2 1 1 1 2 1 2 2 1 1 1 WAREHOUSE INFORMATION: 7'-10" 3 2 7'-10" 3 3 3 3 3 3 2 2 2 2 2 3 3 3 3 1 3 1 3 7'-10" 3 3 3 3 3 3 1 1 1 2 11'-8" 1 1 y1 7 ACCESS DOOR OCCUPANCY TYPE: B (OFFICE), S-1 (WAREHOUSE / STORAGE) CONSTRUCTION TYPE: TYPE III -B FIRE SPRINKLERS: FULLY SPRINKLED BUILDING CLEAR HEIGHT: 28'-0" FROM SLAB TO ROOF SHEATHING STORAGE INFORMATION + MAXIMUM STORAGE HEIGHT: STORAGE METHOD: NUMBER OF TIERS: -MAXIMUM STORAGE HEIGHT: -DEPTH OF RACKS: -LONGITUDINAL FLUE SPACE: -AISLE WIDTHS BETWEEN RACKS: -WIDTH OF INDIVIDUAL BAYS: -SHELF TYPE: -WAREHOUSE AREA: -WAREHOUSE HIGH -PILE AREA: RACK STORAGE SEE RACK ELEVATIONS 20'-0" FT. RACK STORAGE 3'-6" FEET 12 INCHES 7' FT - 0" INCHES MINIMUM SEE RACK ELEVATIONS BEAM LOADED OR WIRE MESH DECKS 23,561 SQ. FT. OF WAREHOUSE AREA 18,714 SQ. FT. OF HIGH -PILE STORAGE SMOKE VENT INFORMATION + CALCULATION: PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ. FT) ALL SMOKE AND HEAT VENTS ARE REQUIRED FOR HIGH PILE STORAGE VENT RATIO PER TABLE 910.3 OPTION 1 ALL SMOKE AND HEAT VENTS SHALL BE IN ACCORDANCE WITH CFC 2306.7 MINIMUM VENT TO FLOOR RATIO OF SMOKE & HEAT VENTS IS 1:100 COMMODITIES FOR STORAGE HEIGHTS UP TO 20' (CFC TABLE 910.3 OPTION 1) FUSIBLE LINK TEMPERATURE: 386°F (MINIMUM) IF FUSIBLE LINK IS NOT ADEQUATE, OWNER MUST CHANGE TO COMPLY 18,714 SQ. FT. x 1.00% (1:100) 32 SQ. FT. (4' x 8' SMOKE VENT) SMOKE VENTS REQUIRED: 6 SMOKE VENTS REQUIRED SMOKE VENTS INSTALLED: 8 SMOKE VENTS INSTALLED IN HPS AREA = SMOKE VENT COLUMN FIRE SPRINKLER PROTECTION: PER TABLE NFPA 13 (2010) TABLE 16.1.4.1 NOTE REQUIRED: BASED ON EXISTING OVERHEARD CEILING SPRINKLERS HAVING A DENSITY GREATER THAN .57 GPM (CLASS IV COMMODITY) EXISTING SPRINKLER DENSITY: .60/2,000 FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH 2009 IFC SECTION 906 AND TUKWILA FIRE DEPARTMENT STANDARDS FOR EXTRA HAZARD ) .I`— 2 EXISTING FIRE HYDRANTS: 180" TOP OF UPRIGHT 82" TOP OF STORAGE 80„ o 7 12" 96"/132"/144" 10"- 42" -/ 42" SELECTIVE RACK TYPE 1 180" TOP OF UPRIGHT 180" TOP OF UPRIGHT 74 7s It I n 50" o T 1n I LL 0 r 12" 50" 58" 108" 20' TOP OF STORAGE 96" r' 101_ 42" /- 42" SELECTIVE RACK TYPE 2 T 12" i ACCESSIBLE HYDRANT(S) SHALL BE PROVIDED AND LOCATED WITHIN 150 FEET OF ALL PORTIONS OF EXTERIOR WALL ON THE FIRST FLOOR AS MEASURED IN AN APPROVED ROUTE AROUND THE BUILDING IN CONFORMANCE WITH CITY STANDARDS. ALL PRIVATE FIRE HYDRANT CAPS MUST BE PAINTED IN ACCORDANCE WITH TUKWILA FIRE DEPARTMENT STANDARDS IDLE PALLET STORAGE: THERE WILL BE NO IDLE PALLET STORAGE IN THIS WAREHOUSE AT THIS TIME BUILDING ACCESS: PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ. FT) BUILDING ACCESS IS REQUIRED (SEE PLAN FOR ACCESS ROAD AND DOORS) CURTAIN BOARD INFORMATION: PER TABLE 2306.2 OF IFC (12,001 20,000 SQ. FT) DRAFT CURTAINS ARE NOT REQUIRED REQUIRED FLUE SPACES: IFC TABLE 2308.3 LONGITUDINAL: MINIMUM 6 INCHES TRANSVERSE: MINIMUM 3 INCHES, VERTICALLY ALIGNED NOT REQUIRED FIRE DETECTION SYSTEM: PER TABLE 2306.2 OF IFC (12,001 - 20,000 SQ FT) A FIRE DETECTION SYSTEM IS NOT REQUIRED NOTE: ,x-96"/144 A42"-11-42"� SELECTIVE RACK TYPE 4 180" TOP OF UPRIGHT w o I - (f) 64" o 0 20" o 1- 20" N 2Q" 12" FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS A MINIMUM 48 HOURS IN ADVANCE BY CALLING (206) 575-4404 NOTE: FIRE APPARATUS ACCESS ROADS SHALL BE UNOBSTRUCTED. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH IFC 504 AND TUKWILA FIRE DEPARTMENT STANDARDS NOTE: AUTOMATIC FIRE SPRINKLER SYSTEMS AND ALL CONTROL VALVES SHALL BE MONITORED BYA U.L. LISTED CENTRAL ALARM STATION OR BE SUPERVISED PER 2009 IFC CHAPERT 9. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE MONITORING SYSTEM. NOTE: A CFC PERMIT IS REQUIRED FOR HIGH PILE STORAGE. THIS PERMIT WILL BE ISSUED BY AN TUKWILA FIRE DEPARTMENT FIRE INSPECTOR. 10" J / 96' / j, 42' SELECTIVE RACK TYPE 6 NOTE: 180" TOP OF UPRIGHT 180" TOP OF UPRIGHT 38" 38" 38" 38" 20' TOP OF STORAGE 12" 94"/96" 10" A42" -7,A42" SELECTIVE RACK TYPE 3 96" 1- 42" -11- 42" SELECTIVE RACK TYPE 5 180" TOP OF UPRIGHT 74 74 it it 12" ti X 96" i10" 42" 1- 42" SELECTIVE RACK TYPE 7 EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITH OUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB -TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVEL. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSER SHALL NOT EXCEED 5 POUNDS THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS SHALL NOT EXCEED 15 POUNDS I.B.C. 1008. NOTE: ALL EXTERIOR ACCESS DOORS SHALL BE 6'-8" X 3'-0" MAN DOORS WITH ONE MOTION HARDWARE ACCESSIBLE FROM INSIDE AND OUTSIDE. ALL ACCESS DOORS TO HAVE EXTERIOR LEVER HARDWARE AND ABLE TO OPEN FROM OUTSIDE. NOTE: 5 YEAR SPRINKLER CERTIFICATION IS REQUIRED TO BE CURRENT NOTE: PROPERTY EQUIPPED WITH FIRE DEPARTMENT CONNECTIONS NOTE: IF ANY HOSE RACKS EXIST, THEY MUST BE REMOVED AND CAPPED OFF AT THE CEILING NOTE: STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH IFC REGULATIONS. NOTE: KNOX BOXES SHALL BE PROVIDED IN ACCORDANCE WITH TUKWILA FIRE DEPARTMENT STANDARDS, LOCATIONS SHALL BE PROVIDED BY PROPERTY OWNER KNOX BOX LOCATION LOCATED IN FRONT ENTRANCE OF OFFICE NOTE: THERE WILL NOT BE ANY FIRE SPRINKLER ALTERATIONS TO THE EXISTING SPRINKLER SYSTEM AT THIS TIME, IF ANY ALTERNATIONS ARE TO BE PERFORMED A SEPARATE PERMIT WILL NEEDED TO PERFORM SUCH WORK NOTE: THIS REVIEW DID NOT INCLUDE ANALYSIS OF ANY FLAMMABLE LIQUIDS OR HAZARDOUS MATERIALS TO BE PRESENT. IF THERE ARE TO BE ANY HAZARDOUS MATERIALS PRESENT IN EXCESS OF EXEMPT AMOUNTS, THE APPLICANT MUST PROVIDE A LETTER IDENTIFYING THE MATERIALS TO BE STORED AND/OR USED AND RETURN IT TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INTRODUCTION OF SUCH MATERIALS INTO THE BUILDING. CODE REFERENCES: 2009 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL BUILDING CODE NFPA 13 2010 EDITION TUKWILA FIRE DEPARTMENT STANDARDS PREPARED EXCLUSIVELY FOR: O • O O 0 h Z Z J J • cn L) 00 W o j cdg0= (x1 LI Ojy0 tL r-wa? 4-4 4-4 In ro a 0 11„ :::31 CO o-a•P; z 0 0 0 -J U- I �W V 0 vJ 0 LU .J S2 L C I I V1 H 0 Q -J a_ x, r — 00 CO O) Q 0 J W O (1)2 CV Z I— W W 8 PERMISSION FROM W 0 APPROVALS SIZE D SCALE 1" = 20'-0" PREPARED PROJECT# PWP00653 SHEET 1 OF 1 F I IRE. NA 4314 SOUTH 131ST PLACE -T-Lil< I L.. A, A. 981 68 FIRE ALARM SYMBOLS LEGEND SYMBOL DEVICE DESCRIPTION MANUFACTURER PART NO. MNTG. BOX MNTG. HEIGHT QTY. FIRE ALARM CONTROL PANEL BOSCH FPD -7024 SUPPLIED 72" TO TOP 0 FACP NOTIFICATION APPLIANCE CIRCUIT FIRE ALARM POWER SUPPLY SILENT KNIGHT 5496 SUPPLIED AS REQUIRED 0 FAPS 5120UL MANUAL PULL STATION BOSCH FMM-7045 1 -GANG BOX 48" TO OPERABLE 2 F INPUT MODULE BOSCH D7052 2 -GANG BOX AS REQUIRED 2 n 1)04 CEILING MOUNTED HORN & STROBE SYSTEM SENSOR PC2R 1 -GANG BOX CEILING 5 01 HORN & STROBE SYSTEM SENSOR P2R 1 -GANG BOX 80" TO BOTTOM 9 STROBE SYSTEM SENSOR SR 1 -GANG BOX 80" TO BOTTOM 3 e A=1E CEILING MOUNTED STROBE SYSTEM SENSOR SCR 1 -GANG BOX CEILING 4 JUNCTION BOX AS REQUIRED AS REQUIRED AS REQUIRED AS REQUIRED 2 E -1 END OF LINE RESISTOR AS REQUIRED AS REQUIRED N/A AT DEVICE N/A #-## DEVICE ADDRESS N/A N/A N/A N/A N/A ##Cd STROBE CANDELA RATING N/A N/A N/A N/A N/A FIRE ALARM CABLING LEGEND CODE CABLE LINE TYPE CIRCUIT TYPE MANUFACTURER PART NO. 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U C...) \H\ Lei > L_CY d Lit Z Lii W I— N N 1.4 Z O N W ce FIRE ALARM AS BUILTS J X >- �Z W a. <• 17 et- O ct t- O 0) u_ w m W J F— CT) r F 0 C:€7) Co CO J Y DRAWING NUMBER FALl PAGE 2 OF 4 SECOND FLOOR FRAMING ONLY, NO OCCUPANCY OFFICE r 32] STAIR 18 TO WARE f} USE II OPEN COPY FAX PRINT FILES 21 OFFICE OFFICE 30 75co 75cD DN I II HR TO FAPS ROUGH IN FUTURE RESTROON I` FbF 0 29 UNFINISHED OFFICE ❑TIE IN DATA J UP FROM FIRST FLOOR 4- OFFICE 22 STAIR 28 HALL 1:1-4-11 OFFI C 23 OFFICE 24 f/5CD 75cD OFFICE OFFICE 26 OFFICE ta H MEZZANINE LEVEL - FIRE ALARM SYSTEM SCALE = 1/8" - 1'-0" 10011 N FLEETWOOD STREET SPOKANE, WA 99208 PHONE: (509) 466-2936 FAX: (509) 466-2937 EMAIL: spokaneoffice@safeconsulting.6iz PGs BOX 186 MOUNTLAKE TERRACE, WA 98043 �42 3-775-4208 (4z5)-775-5410 DATE STARTED! 10/19/10 Z II F- J c4 Z () 0w U U • \H\ IJ_ O t L/J�.J (/) V! 5- z CHECKED BY: ADRIAN LAST PLOTTED: 11/3/10 SAFE JOB NUMBER'10-098 W I— A z 0 W Ie FIRE ALARM AS BUILTS — J 0 >- C4 � Z >- F- WQ O < ct O 0) u_ W Ce W m 4314 SOUTH 131ST PLACE TUKWILA, WA 98168 DRAWING NUMBER FALl PAGE 3 OF 4 EXISTING CORE & SHELL BELFOR OFFICE BELFOR WAREHOUSE S BELFOR WAREHOUSE N FIRE ALARM POWER SUPPLY DETAIL - FIRE ALARM SYSTEM NO SCALE MEZZANINE r C KT#2 FACP FAPS E FIRST FLOOR E C KT#4 ► -4 C KT#3 - Mo- -E11- Flo ---- CRISER DIAGRAM & BATTERY CALCULATIONS - FIRE ALARM SYSTEM AD NO SCALE - Project Varibles Conventional 2 -wire Loops 0.000 0.176 #14 Solid 3.19 Project Name: Project ID: Prepared By: 0.00 Standby Hours: Alarm Mins: 0.00% Extra circuit capacity: Voltage Drop: EOL Voltage (V): 0.000 Belfor 24 10% 0 0.00 20.40 10-098 15 25% 0.000 #14 Solid 3.19 SAFE Consulting 16.0 Date: 0.00% FPD -7024 FACP Battery Calculator 0.075 0.205 11/3/2010 3.19 10 0.06 20.39 0.00% NACs (Local #2) 0.000 Circuit Type Standby Alarm & Type 1000 Ft. Per Circuit Ohms EOL %Drop Conventional 2 -wire Loops 0.000 0.176 #14 Solid 3.19 0 0.00 20.40 0.00% Smoke Power (Cony. 4 -wire devices) 0.000 0.000 #14 Solid 3.19 0 0.00 20.40 0.00% Aux Power 0.000 0.000 #14 Solid 3.19 0 0.00 20.40 0.00% NACs (Local #1) 0.075 0.205 #14 Solid 3.19 10 0.06 20.39 0.00% NACs (Local #2) 0.000 0.000 #14 Solid 3.19 0 0.00 20.40 0.00% FPD -7024 Panel 0.200 0.200 1.166 (Amps) Total Output Power Required Total Standby Current (Amps) 0.430 0.736 Total Alarm Current (Amps) #14 Solid Standby Time In Hours 24 15 Alarm Time In Min 0 Total Standby AH Required 10.326 0.184 Total Alarm AH Required Total Combined AH Required 10.51 2.52 Multiply by Battery Derating Factor 10% Minimum Battery AmpHours Required_ 11.56 - Project Global Values. SILENT Project Name: Belfor Property Restoration - Standby Hours:I 24 KNIGH `' Project ID: 10-098 Alarm Mins:I 5 Prepared By: SAFE Consulting Derating Factor 1.2 I 5495 Power Expander Calculations Date:111/3/2010 Voltage Drop Warning Version 02:18 09 Threshold °l° . 10 Panel ID: 5495 Model: 5495 Power Expander Max NAG Current: 3.0 Amps Location: list Floor I Volts: 24 VDC - Max Panel Current: 6.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop # Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5495 5495 Pwr Module 1 0.075 0.205 NAG #1 5495 Circuit 1 0.000 1.232 #14 Solid 2.52 325 1.64 18.38 9.89% NAC #2 5495 Circuit 2 0.000 1.782 #14 Solid 2.52 225 1.13 18.38 9.91% NAG #3 5495 Circuit 3 0.000 1.499 #14 Solid 2.52 150 0.76 19.27 5.56% NAC #4 5495 Circuit 4 0.000 1.190 #14 Solid 2.52 120 0.60 19.68 3.53% Aux 5495 Aux Power Out 0.000 0.000 #14 Solid 2.52 0.00 20.40 _ 0.00% Total Standby Current (Amps) 0.075 5.908 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Requirec 1.800 0.492 Total Alarm AH Required Total Combined AH Required 2.29 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Requirec, 2.75 10011 N FLEETWOOD STREET SPOKANE, WA 99208 PHONE: (509) 466-2936 FAX: (509) 466-2937 EMAIL: spokaneoffice@safeconsulting.biz PGS BOX Z86 MOUNTLAKE TERRACE, WA 98043 (42 53-775-4208 �425�-77'5-5410 DATE STARTED 10/19/10 U Z H • J Z D W U \H tJ . C (4 (4 } z 3 ce CHECKED BYE ADRIAN LAST PLOTTED! 11/3/10 SAFE JOB NUMBER110-098 W H 0 0 N cu 0 w FIRE ALARM AS BUILTS 0 P4 E >- r, � Z W Q O - ~ fit CI O F- O Cf)W J W CO W J CO CL (/) j I=- J_ O2 - c � C-;) NrM d - DRAWING NUMBER FAil PAGE 4 OF 4 0.,8, 1' 10'•0' 1' EQ i EQ CO EQ �. EQ -t EQ. ,. EQ , EQ CO EQ i, EQ / Y ti LaNDSCAPPK. 50' CANOPY 121.9. 5' 1 / 5'-10' Ea ,r EQ 5'-10° / EQ EQ. STOREFRONT GLALI4 ABOVE, SEE VA.0 NORTH STOREFRONT PLAN (2 Locations) Sole: V8"=I'•0° SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS DOOR SCHEDULE 234A PAIR 3'-0' X T-0° ALUMINUM STOREFRONT WITH INSULATED SAFETY GLAZING. 3 PONT LOCK SYSTEM, CLOSER U.EATHIER STRIP, THRESHOLD (VY MAX). 6.1=0.60). 10,0,15 3'-0" X T-0, HOLLOW METAL DOOR (INSULATED) AND FRAME ' (PANTED), EXIT BAR CLOSER WEATHER STRIP AND THRESHOLD, DRIP CAP, LATCH GUARD. 9,10,11,13,14 (54060) 10' X 10' INSULATED METAL ROLL -UP DOORS WINDOW SCHEDULE ALL STOREFRONT AND UPPER GLAZING WILL WE I' INSULATED BRONZE GLASS OUTSIDE, CLEAR INSIDE, W/ LIGHT BRONZE THERMAL. BREAK FRAMES (5.000) ENERGY NOTES L CAULK ALL JOINTS OF TILT UP PANELS, PANELS TO WINDOWS, AND DISSIMILAR MATERIALS. 1. NO TENANT IMPROVEMENTS ARE INCLUDED N THIS PERIIT. MY FUTURE TENANT IMPROVEMENTS WILL NEED TO COMPLY W/ WSEC FOR BOTH ENVELOPE AS WELL AS HVAC COMMISSIONING. \ m • Ffcf -" r'L"CTO(Z • Toon PEf • PI V • 03)VFLouJ • PULL S i int i i O/\l • Npa( s-rkoaE 0 IN EQ EQ EQ / 10'-8' 1/ EQ / ' EQ EQ. / 11' / / „ 21 /1'/ 66.8' Y WEST ENTRY PLAN (3 Locations) Scale: VS". l'•0" SEE STRUCTURAL FOR CCN. PANEL LOCATIONS AND DIMENSIONS 1-11411MPLIJI 141111 SOUTHWEST ENTRY PLAN Scale: US'•I'-0° SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS PLANTER CANOPY SOUTH STOREFRONT PLAN Scale: 118'=I'-0" SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS WALL SCHEDULE m 6° STEEL STUD x 20ga. a 24' O.C. w/ 5/8° GYP. EACH SIDE (TO 10'.8" AFF In/ 5/8 GYP. BD. CEILING) D9' s' FACE OF PANEL FACE OF PANEL RI 11111 DOCK DOOR 10' O 48' j— 4Y0' SKYLIGHTS •=ROME HATH ROOF STRICTURE, TTP. SEMI•. r'.".MAX 13113W 0-3 RICO 10N ON ROOF DECK 398916E 1 . -•.y 60 MC, x OI '/OCG HIGH FILED • 'e„ : STORAGE (CHW9 CLASS 1•2412.4X DRAFT CURTAINS •""'.:. D (TABLE SICK: REMOVAL IS -.- ," -'..4 ABLE VEIN RATIO 18¢A MAX SP MAX DISTANCE TO WALL 60' (MI DOCK DOOR 20' S 0 8 01 z 1.73 at 0 S U, 9 0 Obi co co coto coCd N 00 DI Ed CONC PANEL SOU TO ,•ERSIDE CF ROOF "ECK V 0 C) V 08 t~—I 1' •TED DCEESTIC LINTER Ul4,ER L ABOVE GAS METER FOR 4 TENANTS maimea BANTER (TNF', - _1-_'�.., g@giranMAl5®2s111MTP351 61121 RIImA2A�SS(iRl®L3i gall-11ffi212211112 ICIRST ll sF3TT_YP;?ii 11911137511 1116 1MMIeI251"6 6�3��1�IIAil1�7�EwAlc 82111 11125 14Wil ia"ak @=ifa®rr�nse�Io�ISFem�s�m��= �a�e�t1�awLSImI<;�t�t�wll�le�er�laL� �■imrr._m;-r.,=aeoe',��1®eaalsa�®nn��FLam�au�m®®eeaT�®o��la�eeas�sonlraemeLv��IwLt� % �' 4 �� 25' 66,-8' 35' 4V w 3 3/4.4 OL. 25' 66'-0' 15' 3 3/4.4 COL 66'-8' 1- 30 40 FACE OF 45' 45' 45' PANEL 330' /FACE OF PANEL 40 15' 40' O A-1 Floor Plan Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com FLOOR PLAN Scale: I/I0.I'-0" RD. • ROOF DRAIN LEADER RL • RAN LEADER 0 z A-1 C:1Doaumente and 8e18ng,1AlI UeerelDooumenteiCAD1200410441 Namled1A•1 A-2 A-3.dwg, A-1, 8/3112888 4:1254 PM i A Versigolimvsnoetakeassessomfgeorason Without Comments As Noted In Red Per The Attached Letter a These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is pt,h:1ect to errors and omissions which do not authorize violations of adopted ns and._, , .,ric,.` ..the ii?.1sonsil,iiityfor the f adequacy et ... 1 k 1._.,- ::)'.:zii,.++. ill the designer. iAdditions, (::ie ii.; i;, C: ..: :....? :. ro tire=.,;, , drawings atter this Cate ;A/W ','n/1 ih'; "..(.::;s.•T:.-:i.:sand will require a 4 resubmittal ci s:::v._._.., (-.4 . ,vin;s for subsequent approval. ii Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date:3 r)' ^ 0 -1 By: Air`` .C1 i ..Ly3 ,Gl %h)( Sol( NOTICE A coMeted, 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. rUKWILA FIRE DEPARTMEN1 Please call: 575.4402 and give this job No. 0-7 -F-o(0 a and exao 'ddress for shut, down or restoration approval; ribielerierrriernis* eletei". PERFORMANCE "r*tereswmierer rieereeessx FIRE. PROTECTION CALIFORNIA C-16-892850 WASHINGTON PERFOFP934Q6 15322 SE 240TH ST KENT, WA 98042 PHONE: 866-342-6707 FAX: 253-656-5222 kap CoOffee WAWA) NICET Stamp r, VS r rims:r •00.4 Eros David Fox 0121-0409-C Level 3 Performance Fire Protection PE7, :, P934Q6 do i••,„, • , • • •01.111-4, 1!TO t •2 VI Itl MMMMMMMMMMMM as two rs Expires 12/31114 Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions Contract With: PRO CALIBER CONSTRUCTION 12311 21ST AVE SE EVERETT, WA 98208 PM : REX LEWANDOWSKI Phone: 425-492-6560 Fax: Contract Name: BELFOR TI TUKWILA FIRE DEPARTMENT Ruse call 206-575-4407 end 21,ve this Fire Permit No. and exact address for shut- down or restoration approval. 4320 SOUTH 131ST PL. TUKWILA, WA 98124 Drawing Title FIRE SPRINKLER SYSTEM TENANT IMPROVEMENT KEY PLAN Date: February 05, 2014 Job Number: 2-0020-001 Designer: David Fox Building Permit: Drawing No. -TUKWILA FIRE GENERAL riOTES SCOPE OF WORK 1. SPRINKLER SYSTEM DESIGN PER NFPA#13 2010. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NEPA #13 AND SPECIFICATIONS. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. ALL THREADED PIPE TO BE SCHEDULE 40 BLACK JOINED WITH CAST IRON THREADED FITTINGS. 8. ALL WELDED PIPE TO BE SCHEDULE 10 BLACK JOINED WITH GROOVED FITTINGS. 9. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED OTHERWISE. 10. ALL HANGERS FOR STEEL PIPE TO BE NO. 15S C -CLAMP (UNO) 11. ALL PIPE DIMENSIONS ARE CUT LENGTHS (UNO) PERFORMANCE FIRE PROTECTION (PFP) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW CEILING AND WALL LAYOUT. PFP WILL START WORK AT EXISTING SYSTEM PIPING. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES CEILING AND WALL REMOVAL/REPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER SYSTEM. ANY RELOCATION OF EXISTING MAIN AND LINE PIPING. U [.I El El El ,- f TENANT IMPROVEMENT El OFFICE ADMIN 1 El a El 4„R. ,:'”' VA tv 1', c4 3-10% u El 3-9% 840 i - roma , THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. , PERFORMANCE FIRE PROTECTION ISADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTINGAND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND NO WORK CUT 0 N NEW .4. m • NO WORK 4x11/2 MECH. EE— 0 COflM El El 0 corm R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. A - DENOTES A SPRINKLER HEAD TO BEADDED. ---- - REPRESENTS EXISTING SPRINKLER PIPE. , El I J El El El E] El - REPRESENTS NEVV SPRINKLER PIPE. 1 , ...._ 2nd FLOOR OFFICE CHANGE NO WORK 0 1 2 4 8 SCALE 1/4"=1'-0" The, plans Prevention slAndards. (:) o :sions s•:,:-..;ifiaros u.lt,,..loacx Ao0itions, tz•is (yole msubmittai rimealTauckcweoilagiA(r,:ee • 0 ... ,--• v• - r ? '-' l''' Without Comments As Noted In Per The Attached have been reviewed Bureau for conformance Acceptance Is subject which do :tat authorize and ordinances. Tne of design rests totally deletions or revisions wig void tilts acceptance or revised drawings ,.! ,cittiec'-,_ to reventlon ': *iz;\ ' 4" :' * 1, t • Red Letter by The Tukwila Fire with current City to errors and violations of adopted responsibility for the with the designer. to these drawings after and will require a for subsequent approval. field test and inspection by Bureau. cl I 7 AREA OF WORK ,.. . „.,„...,...,* NOT TO SCALE ,...04,...,—.... VICINITY , MAP Branchline Flex Drop Sprinkler #1 4 im New 1" Elbow Details Symbol = * Hanger Inverted with Retaining Steel I -Beam or Top --\P-r- No. Beam I 15S Strap i C -Clamp (Joist) . &met . /28thSt Mathens . '6 ,,, '40„ ks, c, ' Washington State American • Medical S'' • ' Dept Of Labor P. Response & Industries -71 . 3 , % ,:e ,..,, cr 04, A St s , ..3- Intentan . ''' D w Close nt Chiropractic c; o 2, '?),„ Starbucks r ' / .r. • ''r, 3 '"4. Jack In 75 .s‘ 'i,,, the Box , ' II =tq71, Man iC Jacksons • 411 o s;373rd St 0 . . Frit= 0 4P mit,o, McGregor Door 1 s Hardware 0 ‘, • :,. Enders and • '-'•:, Associates / a 6 . 0Analytical , Terra Flora r ' Resources . . ;. ' to Macadam coun z,.<•,.. ' ' C.T 2A, . -s. C. 4900 Bhl rancine Bar Joist Top Beam C -Clamp or Equa Lock Nut MI I I I I I Etai reet*::;.. AI I iir••••:••:".;:• 0 I MI I ki: *:••••••4:: ;*e with • w„ 4.4 Ps , ., \ NM ' .%4•44‘ . e,<1.4. , New 1" Elbow _/ ‘., v.:••• • •_. 1 • s , Flex Drop \; Wit Flex Drop IA Flex Drop vir., 4"•4. ‘,.4 .... Retaining Strap / qui •Te , , *.1 i Branchline Ato Ct...4 = All New Quick Response Sprinkler W Recessed Canopy e...tri •= ‘;''.,:!' New Quick Response Sprinkler Recessed Canopy New Quick Response Sprinkler W Recessed Canopy 4 - Rounded to Nearest Inch en co =1 = = = Thread Rod is 0 9 _I 0 Swivel Ring Pipe 4 Note on Plan: Hanger Number and "A" Dimension ribielerierrriernis* eletei". PERFORMANCE "r*tereswmierer rieereeessx FIRE. PROTECTION CALIFORNIA C-16-892850 WASHINGTON PERFOFP934Q6 15322 SE 240TH ST KENT, WA 98042 PHONE: 866-342-6707 FAX: 253-656-5222 kap CoOffee WAWA) NICET Stamp r, VS r rims:r •00.4 Eros David Fox 0121-0409-C Level 3 Performance Fire Protection PE7, :, P934Q6 do i••,„, • , • • •01.111-4, 1!TO t •2 VI Itl MMMMMMMMMMMM as two rs Expires 12/31114 Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions Contract With: PRO CALIBER CONSTRUCTION 12311 21ST AVE SE EVERETT, WA 98208 PM : REX LEWANDOWSKI Phone: 425-492-6560 Fax: Contract Name: BELFOR TI TUKWILA FIRE DEPARTMENT Ruse call 206-575-4407 end 21,ve this Fire Permit No. and exact address for shut- down or restoration approval. 4320 SOUTH 131ST PL. TUKWILA, WA 98124 Drawing Title FIRE SPRINKLER SYSTEM TENANT IMPROVEMENT KEY PLAN Date: February 05, 2014 Job Number: 2-0020-001 Designer: David Fox Building Permit: Drawing No. -TUKWILA FIRE 2nd FLOOR OFFICE CHANGE SCALE1/4"=11-0" AREA OF WORK V NOT TO SCALE. GENERAL NOTES. SCOPE OF WORK 1. SPRINKLER SYSTEM DESIGN PER. NFPA#13 201o. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH' NFPA #13 AND SPECIFICATIONS. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6. ALL ELECTRICAL PAINTING OF PIPE, FURRING, CUTTING OR. PATCHING TO BE BY OTHERS.. 7. ALL THREADED PIPE TO BE SCHEDULE 40 BLACK JOINED WITH CAST IRON THREADED FITTINGS. 8. ALL WELDED PIPE TO BE' SCHEDULE 10 BLACK JOINED WITH GROOVED. FITTINGS. 9. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED OTHERWISE. 10. ALL HANGERS FOR STEEL PIPE TO BE NO. 15S C -CLAMP (UNO). 11. ALL PIPE DIMENSIONS ARE CUT LENGTHS (UNO) PERFORMANCE FIRE PROTECTION (PFP) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW CEILING AND WALL LAYOUT PFP WILL START WORK AT EXISTING SYSTEM PIPING. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING. OF PIPEAND/OR EQUIPMENT ELECTRICAL WIRING. OF ANY KIND' INCLUDING BUT NOT LIMITED' TO WATERFLOW - SWITCH, ELECTRIC BELL, AND'TAMPER SWITCHES • . CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES CEILING AND WALL REMOVAL/REPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER. SYSTEM. ANY RELOCATION OF EXISTING MAIN AND LINE PIPING. TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS !ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. PERFORMANCE. FIRE PROTECTION IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. 1 R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. SYMBOL LEGEND A - DENOTES A SPRINKLER HEAD TO BE ADDED. - REPRESENTS EXISTING SPRINKLER PIPE. - REPRESENTS NEW SPRINKLER PIPE.. CCT D O Without Comments O As Noted in Red o Per The Attached Letter 11- 23E; plans have been reviewed by The Ttdavga ria Prevention Bureau for conformance with carrentaty I standards. Acceptance Is subject to &TOM and . nrniss!ons Which do not authorize violations of ga^dards and ordinances. The responsibility for ' adequacy of design rests totally with lite . iirtitinns. cielatinne cit. reAttelmfte i4. 4".."' .4-'' fter —,..ilre a ,:•f:. i FIRE DEPAR 02N 206-575-4407 and fj/V th "l/sITIriff No. aid for ghub' VICINITY MAP 'FO RMAN.CE r r OT _CTION FIRE P CALIFORNIA C-16-892850 WASHINGTON PERFOFP934Q6 15322 SE 240TH ST KENT, WA 98042. PHONE: 866-342-6707 FAX: 253-656-5222 ktfealesoee NICET Stamp Approvals Required CHI OF TUKWILA OWNER1ARCHITECT Revisions -•- Contract With: PRO CALIBER CONSTRUCTION 12311 21ST AVE SE EVERETT, WA 98208. PM : REX LEWANDOWSKI Phone: 425-492-6560 Fax: • Contract Name:' BELFOR TI 4320 SOUTH 131ST PL TUKVVILA, WA 98124 -- • araVving.Tittp. FIRE SPRINKLER. SYSTEM TENANT. IMPROVEMENT KEY PLAN Date: • Job Number:. Designer: Building Permit • February 26, 2014 2-0020-001 David Fox Drawing. No.. FP 1510 a//C//f7/ • Branchline 111) MI Flex Drop Details. ' Sprinkler Symbol = C) New 1" Elbow Branchline Bar Joist \ vs ::I — .;: .- , " ' X*4.40, . . . :41 • " ',4,04. -^•ts", (t •44, New 1" Elbow\ Flex Drop .t44. ,,,4414 New Quick, Response Sprinkler Recessed Canopy ... Branchline New Quick Response Recessed Canopy Now . SprinklerW,L...,.< —tt::.• 4 •• .1A Flex DropFlex 't , -fj:t 1, •: • 4 •.• • ..•4 ,•4,,i •.•4 Drop N, •,•44.4 New Quick Response Sprinkler W Recessed Canopy ..,,, 0 . • I ii i GENERAL NOTES. SCOPE OF WORK 1. SPRINKLER SYSTEM DESIGN PER. NFPA#13 201o. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH' NFPA #13 AND SPECIFICATIONS. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6. ALL ELECTRICAL PAINTING OF PIPE, FURRING, CUTTING OR. PATCHING TO BE BY OTHERS.. 7. ALL THREADED PIPE TO BE SCHEDULE 40 BLACK JOINED WITH CAST IRON THREADED FITTINGS. 8. ALL WELDED PIPE TO BE' SCHEDULE 10 BLACK JOINED WITH GROOVED. FITTINGS. 9. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED OTHERWISE. 10. ALL HANGERS FOR STEEL PIPE TO BE NO. 15S C -CLAMP (UNO). 11. ALL PIPE DIMENSIONS ARE CUT LENGTHS (UNO) PERFORMANCE FIRE PROTECTION (PFP) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW CEILING AND WALL LAYOUT PFP WILL START WORK AT EXISTING SYSTEM PIPING. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING. OF PIPEAND/OR EQUIPMENT ELECTRICAL WIRING. OF ANY KIND' INCLUDING BUT NOT LIMITED' TO WATERFLOW - SWITCH, ELECTRIC BELL, AND'TAMPER SWITCHES • . CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES CEILING AND WALL REMOVAL/REPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER. SYSTEM. ANY RELOCATION OF EXISTING MAIN AND LINE PIPING. TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS !ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. PERFORMANCE. FIRE PROTECTION IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. 1 R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. SYMBOL LEGEND A - DENOTES A SPRINKLER HEAD TO BE ADDED. - REPRESENTS EXISTING SPRINKLER PIPE. - REPRESENTS NEW SPRINKLER PIPE.. CCT D O Without Comments O As Noted in Red o Per The Attached Letter 11- 23E; plans have been reviewed by The Ttdavga ria Prevention Bureau for conformance with carrentaty I standards. Acceptance Is subject to &TOM and . nrniss!ons Which do not authorize violations of ga^dards and ordinances. The responsibility for ' adequacy of design rests totally with lite . iirtitinns. cielatinne cit. reAttelmfte i4. 4".."' .4-'' fter —,..ilre a ,:•f:. i FIRE DEPAR 02N 206-575-4407 and fj/V th "l/sITIriff No. aid for ghub' VICINITY MAP 'FO RMAN.CE r r OT _CTION FIRE P CALIFORNIA C-16-892850 WASHINGTON PERFOFP934Q6 15322 SE 240TH ST KENT, WA 98042. PHONE: 866-342-6707 FAX: 253-656-5222 ktfealesoee NICET Stamp Approvals Required CHI OF TUKWILA OWNER1ARCHITECT Revisions -•- Contract With: PRO CALIBER CONSTRUCTION 12311 21ST AVE SE EVERETT, WA 98208. PM : REX LEWANDOWSKI Phone: 425-492-6560 Fax: • Contract Name:' BELFOR TI 4320 SOUTH 131ST PL TUKVVILA, WA 98124 -- • araVving.Tittp. FIRE SPRINKLER. SYSTEM TENANT. IMPROVEMENT KEY PLAN Date: • Job Number:. Designer: Building Permit • February 26, 2014 2-0020-001 David Fox Drawing. No.. FP 1510 a//C//f7/ . _ Hanger -- , • - . Inverted with. Retaining Steel I -Beam or Top No. 15S Beam C,'-' Clamp Strap (Joist) ) 1 IN f , a ' Bar Joist \ TobEcam C -Clamp or Ec.jual - - s i . with Lock Nut Ei , • 1 . Retaining Strap • 1=1 ' = - All 4 - Rounded to Nearest Inch = I= = En oi = o EH Thread . Rod - — i Swivel Ring c•-; Pipe -.....,. t.„....). - Note on Plan: Hanger Number and "A" Dimension GENERAL NOTES. SCOPE OF WORK 1. SPRINKLER SYSTEM DESIGN PER. NFPA#13 201o. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH' NFPA #13 AND SPECIFICATIONS. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6. ALL ELECTRICAL PAINTING OF PIPE, FURRING, CUTTING OR. PATCHING TO BE BY OTHERS.. 7. ALL THREADED PIPE TO BE SCHEDULE 40 BLACK JOINED WITH CAST IRON THREADED FITTINGS. 8. ALL WELDED PIPE TO BE' SCHEDULE 10 BLACK JOINED WITH GROOVED. FITTINGS. 9. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED OTHERWISE. 10. ALL HANGERS FOR STEEL PIPE TO BE NO. 15S C -CLAMP (UNO). 11. ALL PIPE DIMENSIONS ARE CUT LENGTHS (UNO) PERFORMANCE FIRE PROTECTION (PFP) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW CEILING AND WALL LAYOUT PFP WILL START WORK AT EXISTING SYSTEM PIPING. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING. OF PIPEAND/OR EQUIPMENT ELECTRICAL WIRING. OF ANY KIND' INCLUDING BUT NOT LIMITED' TO WATERFLOW - SWITCH, ELECTRIC BELL, AND'TAMPER SWITCHES • . CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES CEILING AND WALL REMOVAL/REPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER. SYSTEM. ANY RELOCATION OF EXISTING MAIN AND LINE PIPING. TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS !ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. PERFORMANCE. FIRE PROTECTION IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. 1 R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. SYMBOL LEGEND A - DENOTES A SPRINKLER HEAD TO BE ADDED. - REPRESENTS EXISTING SPRINKLER PIPE. - REPRESENTS NEW SPRINKLER PIPE.. CCT D O Without Comments O As Noted in Red o Per The Attached Letter 11- 23E; plans have been reviewed by The Ttdavga ria Prevention Bureau for conformance with carrentaty I standards. Acceptance Is subject to &TOM and . nrniss!ons Which do not authorize violations of ga^dards and ordinances. The responsibility for ' adequacy of design rests totally with lite . iirtitinns. cielatinne cit. reAttelmfte i4. 4".."' .4-'' fter —,..ilre a ,:•f:. i FIRE DEPAR 02N 206-575-4407 and fj/V th "l/sITIriff No. aid for ghub' VICINITY MAP 'FO RMAN.CE r r OT _CTION FIRE P CALIFORNIA C-16-892850 WASHINGTON PERFOFP934Q6 15322 SE 240TH ST KENT, WA 98042. PHONE: 866-342-6707 FAX: 253-656-5222 ktfealesoee NICET Stamp Approvals Required CHI OF TUKWILA OWNER1ARCHITECT Revisions -•- Contract With: PRO CALIBER CONSTRUCTION 12311 21ST AVE SE EVERETT, WA 98208. PM : REX LEWANDOWSKI Phone: 425-492-6560 Fax: • Contract Name:' BELFOR TI 4320 SOUTH 131ST PL TUKVVILA, WA 98124 -- • araVving.Tittp. FIRE SPRINKLER. SYSTEM TENANT. IMPROVEMENT KEY PLAN Date: • Job Number:. Designer: Building Permit • February 26, 2014 2-0020-001 David Fox Drawing. No.. FP 1510 a//C//f7/ tf} * ��hy.�sFP +i. EXISTING WET FIRE SPRINKLER; RISER IN BUILDING INCLUDING 8" AMES 30005 BACKFLOW & 8" RELIABLE MOD 'E' ALARM VALVE s: VfrA - st TUTI-1 bib .itl uLTRifl+lrl.P4 i �Ky'2S: II ..Y.R'�a (ltYi%•C.Sr{` Skv¢�+::t1A"KhYt I+ I s �+ SS+ 1 ti LAIC, SITE PLAN SCALE 1" = 40'-0" REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION 'DATE"-DESd'RIPTION—BY A BEAM CLAMP WI RETAINING Si RAP _ -'B—SIDE BEAM BRACKET -C—EYE SOCKET `D—NUT & PLATE WASHER FE—KWIK-BOLT F HDI -P 0—SAMMY SIDEWINDER "II—SAMMY CUPERSCREW -J—COACH SCREW ROD `1C—CEILING FLANGE L U -HOOK "M—SHORT STRAP -1'F WALL BRACKET "P—TRAPEZE AREA NumeER REMOTE e --e SQ FT TOTAL SYSTEM KtLIVIRtMEN I.7'• CODE nFNe1Tr OPMISQ FT. HAZARD INSIDE NCE ALLQV(AUTSIDE HOSE ALLOWANCE ALLOWANCE SYSTEM TTPE –1AREA PER SPRINISLER SCALE. 1" = 40'-0" HYDRAULIC DESIGN INFORMATION AREA NVMeER REMOTE AREA 5Q FT TOTAL SYSTEM RtUVINCMtN I b (CODE DENSITY OPMI5Q FT 1AZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TT PE AREA PER sPRINnLeR ABBREVIATIONS WATERFLOW INFORMATION * FF * BB * TB * TS CTS FO IFOW OFOW NAS (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL! BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNO UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 120 PSI RESIDUAL 20 PSI GPM FLOWING 4915 GPM DATE & TIME PER MIKE CUSICK SYM MAKE MODEL coa.laa iTi'r v +xll_+tF� "Yi:11e :i aa.1 a:•a+I.MwW,�.__'S; .fSitYFAAr#M'a, ..4.1441P,Wrffl �iMmy"/m(y,uKtEY„T:W.Mp��PhT�59�MW.xhhYMisN'°4'1}tA£4'ibliNu::q'lcvfi.:�.w:+u44^^iWyFp9af's� w -V. . �+f` Yr+++"T?fi."1^kY* ' SIN# Pi ,. 0 xu�+P*+WS'tl'd"TPx^-9'= `'•mE': +CF` Tk`•+e••w Y" s.+P�"txv9r•31'"v 3'z�A3s+rn*Nr.xurtrSVY,FNd.' ."""",e++.tY -n .Praftbsirms'n 4 cmiawl Pix^"z'orM SPRINKLER SYMBOLS TYPE FINISH K -FAC. THREAD ORIFICE TEMP LOCATION NODE J209, SITE NOTES ACTUAL STATIC PER RISER GAUGE IS 160 PSI TOTAL PROJECT SPRINKLERS = 83 TOTAL SPRINKLERS THIS SHEET 0@IA@VMUD04f®Eo OM@ FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 SCOPE OF WORK'. -ARCHER CONSTRUCTION WILL MODIFY THE EXISTING WET FIRE SPRINKLER SYSTEM TO ACCOMODATE THE NEWT I CEILING AND WALL LAYOUT AND TO PROTECT BELOW THE NEW MEZZAININE DECK ARCHER WILL ALSO RAISE A PORTION OF THE EXISTING 6" OVERHEAD MAIN TO PROVIDE CLEARANCE FOR THE MEZZANINE CEILING ARCHER CONSTRUCTION START POINT IS AT CONNECTIONS TO OVERHEAD BRANCH AND MAIN PIPING CLARIFICATIONS: 1 ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING EXCLUSIONS: 1 TAXES OF ANY TYPE 2 ELECTRICAL OF ANY TYPE 3 UNDERGROUND PIPING OF ANY TYPE 4 STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE 5 LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE 6 RELOCATION OF PIPE FOR WORK OF OTHER TRADES 7 NO MODIFICATIONS OR ALTERATION TO THE EXISTING FIRE SPRINKLER SYSTEM PIPING, HANGERS/SUPPORTS AND EARTH QUAKE BRACING (EXCEPT AS SHOWN) DESIGN CRITERIA: PER NFPA 13 (2010) & TUKVVILA FIRE DEPT EXISTING OVERHEAD WAREHOUSE STORAGE (NO RISER TAG) NEW OFFICE - ORDINARY HAZARD GROUP 1 ( 15/1500 SQ FT) PER TUKWILA FIRE ❑ wit host Comments ❑ As Noted in Red Per The Attached Letter These plans have r rleole,d by The TUkWIIa Fire Burea current City ;-r;,rloa, ros, Acce, ar,d ,7;,4.--‘-6 of adopted c r1.5s i31 +Si ,i\'" or t?he r r .ai ter r,ej t�`lit- �;I'i t, ,.. �. - ..i. ,-L...` -' -t - i 4..,: 71 resLs mt .I approval final accco' ; -- Tlze Tuk e., r" Date:. 1-`) ('� - = 3 < -sOection by T(ysU.. K.>^n I A F77... 1".7"7% r""":77 rt -3.2.i-4',437 'and [ )tie t :s Ere Permit 140. 's C.i Sl.J exact address for shul- GJ': ;1 or re ;r Ion approval. EXP➢RES 4 / 9 //S Normed 4320 S 131st PI. Tukwila, WA 98124 SITE PLAN PERMIT NO - JOB NO 513030 AUTHORITY TUKVVILA FIRE DEPT CONTRACTOR. TCL Partners PHONE FAX DESIGNER TED QUEEN SCALE VARIES DATE 4 24-13 REVISED I / PLOTTED Il FP 1 OF 3 A VEST! ULE '�+• 8'-0" WB 040 r 1� 3c 0 Immee Seismic Brace Assembly Detail (Piovide Detail On Plans) 60,001 EXISTING PIPING 0 w EXISTING PIPING V9 0 (Fig 1000) "Fast Clamp" Sway Brace Attachment Tolco 825 it (Fig 980) Universal Swivel Sway Brace Attachment 11A Pipe, Schedule 40 FITTER & LISTER NOTES: 1) NEW THREADED PIPING TO BE SCH 40 BLACK AND JOINED BY THREADED DUCTILE IRON FITTINGS AND COUPLINGS 2) NEW WELDED PIPING TO BE _SOH 10 BLACK AND JOINED BY GROOVED FITTINGS AND COUPLINGS _3) DROPS TO HEADS IN GRID CEILINGS TO UTILIZE FLEXIBLE SPRINKLER DROPS DROPS TO 1/2" HEADS TO USE SPRINKFLEX 40" NON -BRAIDED FLEXDROP, DROPS TO 3/4" E C HEADS ON THIS SHEET TO USE SPRINKFLEX 40" NON -BRAIDED BRAIDED FLEXDROP SEE FLEXDROP DETAIL '2' ON THIS SHEET FOR ROOF LEVEL DROPS TO GRID CEILINGS 4) NEW HANGERS FOR PIPING ON THIS SHEET TO BE AFCON 513 TYPE (U N O ) HANGERS TO BE PER HANGER DETAILS ON THIS SHEET, 5) MAX SPACING FOR EC HEADS IS 18' x 18' PER CALCULATIONS N 'L __— 1 CUT (E) BRANCH TO ROU▪ TE AROUND NEW MECHANICAL -SHAFT rte. A � r • 12'-6 Brace Identification Number. S2 (to be shown on plan) 2 x 1 U -BOLT TYPE SNAP TEE 1/4" MAX FOR �\ <2" WIDE FLANGES 1/2" MAX FOR >2" WIDE FLANGES (DRILLING INTO WEB IS ALLOWED) TJI nnnmm�mu� L I GLU-LAM OR BEAM z (STING PIPING 2 001.31 wa-04 - 1" DROP -. (PER PLAN) Lateral Brace —1" ARM -OVER (PER PLAN) MODEL #GST 20 - STOAG 1- t4ee yI l 6 Seismic Brace Assembly Detail (Provide Detail On Plans) =OF ALL THREAD ROD FLEX DROP SEE NOTE 3 FOR TYPE /-ACT CEILING HANGER RING MOSE (_> 4 — e L - ) cl — ) EXISTING PIPING r _3 TI I i''! IL 2 NEW TRAPEZE HANGER (TYPE 'T ) TYP.OF (4) 1 cps) (B) Ui _r. ROOF LEVEL FIRE SPRINKLER PLAN -10 SCALE 1/8" = 1'-0" 4 e REVISIONS HANGERS 'DATE DESCyRIPTION—BY—A BEAM CLAMP W/ RETAINING STRAP AREA _ - �B`SIDE BEAM BRACKET NREA umnER -C--EYE SOL,KET REMOTE - D—NUT & PLATE WASHER e - E`KWLK-BOLT F—HDI P -B—SAMMY SIDEWIIIDER -I CAMMY:UPERSC-REW - J—COACH SCREW ROD —`K—CEILIIIG FLANGE - L U -HOOK NI—SHORT ST RAP N—WALL BRACKET P—TRAPEZE Q R SQ FT. TOTAL SYSTEM KCUVIKCMCN 1b' HYDRAULIC DESIGN INFORMATION— SYSTEM TYPE !AREA PER SPRINKLER CODE f1FNCITV OPMISQ FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE 10 20 SCALE 118" = 40 (Fig 4L) "In Line" Sway Brace Attachment Tolco 525 (Fig 980) Universal S,,,ivei Sway Brace Attachment 11/4 Pipe, Schedule 40 Brace Identification Number: S1 (to be shown on plan) Longitudinal Brace Riser Tag Design Basis Occupancy: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser Total Demand Flow(gpm): Pressure(psi): Ordinary Group I • Roof Level Pendents 13 11.2 0.625 0.150gpmlft2 0.376gpmlft2 1500.00ft2 (Actual 1625.93ft2) 611.30 88.951 ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS HYDRAULIC DESIGN INFORMATION AREA NVMOER REMOTE ARRA 54 P r. TOTAL SYSTEM KCUVIKCMCN I, [CODE DENSITY Id P M154. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TYPE !AREA PER SPRINKLER * FF * Be * TB * TS CTS FO IFOW OFOW NAS UNO —F— (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 120 PSI RESIDUAL 20 PSI SYM • GPM FLOWING 4915 GPM DATE & TIME MAKE TYCO RELIABLE TYCO MODEL SIN# TY -FRB TY3231 G-XLO R2921 EC -11 TY3131 TYPE QR RECESSED SSP SSU ECOH REC PENDENT FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY CHROME 1/2" 1550 REC CHR 7 REC CHR 15 BRASS CHROME 56 11 2 11 2 1/2" 3/4" 3/4" 5/8" 5/8" 286° 155° PER MIKE CUSICK LOCATION NODE J209, SITE NOTES ACTUAL STATIC PER RISER GAUGE IS 160 PSI TOTAL PROJECT SPRINKLERS = 83 TOTAL SPRINKLERS THIS SHEET 23 HEAD PER PLAN TYPICAL FLEX DROP DETAIL '2' HANGER H .SAMVMMY SUPERSCREW 2" WOOD NAILER MODEL #SWG 20 -, 3/8" ALL THREAD ROD HANGER RING OPEN WEB JOIST HANGER G SAMMY SIDEWINDER (FOR 3" PIPE MAX) PIPING LEGEND: 86 — NEW PIPING -- = EXISTING PIPING = RELOCATED PIPING 172" MIN , PIPE Z CV z U Q Z m 3/8" ALL THREAD ROD HANGER G `—HANGER RING SAMMY SIDEWINDER (FOR 3" PIPE MAX) u HANGER TYPE 'G' ATTACHED TO NAILER 1 6" RING HANGER 3" x 11-0" SCH 40 EXPIRES 4/ 9 / /Sr 1/2" ATR 3/8" X 6" ATR WELDED END TABS HANGER T TRAPEZE C eO �o ,00n Inc AA,c 15 t1� e M Qllasa ' Tlleod i 49xO rWechon Spt�c/.A b <<n` hrOugh De,etn dOmouu G7o OGT FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 Normed 4320 S 131st Pl. - Tukwila, WA 98124 CONTRACTOR: -TCL Partners PHONE: FAX- - - FIRE SPRINKLER PLAN 1 ([4 UC) 0 PROTE ROOF Tib FROM YSTEM i 1 8'4" 9 `3" GWB 1 • 2 ?� I cr ta 5Y 'r� rl• MEN _ 12 8'41 AC1 ! II (_ ,11 CHANGE 11,4"90" T EXISTING PIPING — CHANGE (E) 90° TO 1x',xl TEE 8t0"ACT ‹+ 2<10 U < , r -o ��i; 1 I! E TING ay �` 6 AC ATV 1..9 JJI ' NOTE LATERAL BRACING, a , N OMITTED FOR MAIN HUNG \,),K' BY 6" OR LESS HANGER / RODS ,> s / 4 sr' t' 814'1- 9 OFFICE X65 —,t,47-. ,fr.,' Cli4op B A '7\911, CI ▪ '1 i'4'4. —n, 15 _ .w ., 7.-91e ;1;0:- ,..,...:, ;0 /\ / '}/ /� rf • 1 '4, -------CHANGE 490'r / I \TO 1x1/2x1 TEE !1 I �`--- TYP OF (2) III / c / <''f \. //r /\ / k� 1" / , ``'`/ /r\ `cN\. `•` / ' '' x // \ 4 4 • • b' EXISTING PIPING fE I \--E3 rl UNDER-MEZZ FIRE SPRINKLER PLAN SCALE 1/8" = -10 0 \ / / y / ``�``\ �„ • r \ ''''Y 1 10 20 Seismic Brace Assembly Detail (Provide Detail On Plans) (F£g, 4L) 'In Line" Sway Brace Attachment 1 'hx&Lag Balt (Fig. 980) Umersal Swrvel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number (to be shown on plan) WI Longitudinal Brace 40 Riser Tag Design Basis Occupancy: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser Total Demand Flow(gpm): Pressure(psi): Ordinary Group 1 • Undermezzanine 14 11.2 0.625 0.150gpmfft2 0.401 gpmfft2 1500.001t2 (Actual 1599.77ft2) 641.74 97.424 REVISIONS HANGERS 'DATE DESCRIPTION'BY-'A BEAM CLAMP VW RETAINING STRAP BEAM BRACKET - C—EYE SOCKET HDI P 0—SAMMY SIDEWINDER - J—COACI-I SCREW ROD - K—CEILING FLANGE AREA NumsER REMOTE SCI FT TOTAL SYSTEM IIMAUMMINIMN HYDRAULIC DESIGN INFORMATION HAZARD [SlYSTEM TTPC INSIDE HOSE OUTSIDE HOSE AREA PER ALLOWANCE ALLOWANCE SPRINKLER CODE SKICI TY OPM/SO FT. SCALE 1/8" = 1-0" * BRACE ANGLE = 45' MIN FROM VERTICAL NEW BRANCHLINE 1" OUTLET ✓ 1" DROP (PER PLAN) 1" COUPLING OR 90°� FLEX DROP 1" ARM LANR) SEE NOTE 3 FOR TYPE (PER PLAN) 1 (WHERE SHOWN) /ACT CEILING HEAD PER PLAN TYPICAL FLEX DROP DETAIL '1' 1/4" MAX FOR <2" WIDE FLAN -G-E-T >2" WIDE FLANGES 1/2" MAX FOR (DRILLING INTO WEB IS ALLOWED) Awilill 50* 111111111 MAX 2" PIPE TJI ALL THREAD ROD HANGER RING HANGER 11 FITTER & LISTER NOTES: 1) NEW THREADED PIPING TO BE SCH 40 BLACK AND JOINED BY THREADED DUCTILE IRON FITTINGS AND COUPLINGS 2) NEW WELDED PIPING TO BE SCH 10 BLACK AND JOINED BY GROOVED FITTINGS AND COUPLINGS 3) DROPS TO HEADS IN GRID CEILINGS TO UTILIZE FLEXIBLE SPRINKLER DROPS DROPS TO 1/2" HEADS TO USE SPRINKFLEX 40" NON -BRAIDED FLEXDROP, DROPS TO 3/4" E C HEADS ON THIS SHEET TO USE FLEXHEAD 48" BRAIDED FLEXDROP, OR FOR FLEXROPS DENOTED WITH AN ASTERISK '1°, USE FLEXHEAD 36" FLEXDROP WITH 90° HEAD ELBOW SEE FLEXDROP DETAIL '1' ON THIS SHEET FOR UNDER-MEZZ DROPS TO GRID CEILINGS 4) NEW HANGERS FOR PIPING ON THIS SHEET TO BE AFCON 513 TYPE (U N 0 ). HANGERS TO BE PER HANGER DETAILS ON THIS SHEET 5) MAX SPACING FOR EC HEADS IS 18' x 18' PER CALCULATIONS GLU-LAM OR BEAM z z TOLCO 130 TJI BEAM CLAMP SIZE 130-1 2X4X6" LONG MIN LAG SCREW 11/2" MIN (4)1110 x SMS AFCON 513 STRAP EYE BOLT 3/8" ALL THREAD ROD NN— HANGER RING HANGER G SAIVIMY SIDEWINDER (FOR 3" PIPE MAX) - PIPE ,F-01 1W,J,13tAtif,)(1 VEIVIE}71 -41:11,71 HANGER RING PIPE TJI PIPE HANGER BB TJ1 BEAM CLAMP HANGER 513 AFCON 513 HANGER (FOR 2" PIPE MAX) PROPOSED 4' x 4' CHICKEN WIRE ABOVE EXISTING SPRINKLERS TO KEEP NEW BATT INSULATION MIN 1" ABOVE EXISTING SSU SPRINKLERS „P-4* UDR Rai 13,7tritiT4 1717 5,111)111M 10 NT 1;47,11ATTP, TTP, eer 11t-xc'ilt-3,1;0; fix 4.1 N -A-8 SSP 0111:r,; triTE t FLU' NO SPRINKLER PROTECTION IN CEILING VOID WHERE 7,(Falinc,q_ roklu BOTTOM OF TJIS ARE WITHIN 6" OF CEILING. REC. SSP - A BUILDING SECTION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS HYDRAULIC DESIGN INFORMATION M—SNORT STRAP N—WALL BRACKET P TRAPEZE AREA NtrmaER REMOTE SQ TOTAL SYSTEM ISENSITY rT INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE iSiTSTEM TYPE AREA PER * BB * TB * TS CTS FO IFOW OFOW NAS UNO (CENTERLINE OF PIPE) STATIC ABOVE FINISHED FLOOR BOTTOM OF BEAM RESIDUAL TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWSE RIGID COUPLING FLEXIBLE COUPLING 120 PSI 20 PSI GPM FLOWING 4915 GPM SYM MAKE • TYCO MODEL TY -FRB TYPE QR RECESSED SSP FINISH CHROME K -FAC. THREAD 1/2" -5 0 5 10 20 ORIFICE 1/2" TEMP 1550 CANOPY REC CHR TY -FRB TY3231 QR SSP BRASS 1/2" 1/2" QTY 20 16 DATE & TIME PER MIKE CUSICK LOCATION NODE J209, SITE Tyco O TYCO EC -11 TY3131 TY3331 QR SSU QR RECESSED HSSVV CHROME BRASS CHROME 11 2 1/2" 1/2" 5/8" 1/2" 1/2" REC CHR REC CHR 11 10 2 TYCO SW -20 TY5332 QR HSSVV CHROME 3/4" 5/8" 1550 NOTES ACTUAL STATIC PER RISER GAUGE IS 160 PSI TOTAL PROJECT SPRINKLERS = 83 TOTAL SPRINKLERS THIS SHEET 60 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 • Normed 4320 S 131st PI. Tukwila, WA 98124 CONTRACTOR TCL Partners PHONE: FAX. FIRE SPRINKLER PLAN PERMIT NO - JOB NO S13 030 AUTHORITY TUKWILA FIRE DEPT DESIGNER TED QUEEN SCALE VARIES DATE 4-24-13 PLOTTED / FP 3 OF 3 Steel I -Beam or Bar Joist Rounded to Nearest Inch Hanger No. 01S Top Beam C -Clamp All Rod Swivel Rin Pipe Model 300 Michigan orE Tap qBeualC Cam la p with Lock Nut Note on Plan: Hanger Number and A" Dimension SEISMIC BRACE CALCULATION #1 (Labeled SB -1 on Plans) JOB: NORMED WAREHOUSE AREA: 6" NEAR MAIN Fp = Horizontal Force Wp = Weight - Water Filled Pipe Pipe Size and Length Sch. Dia. Length x Ib.ift. Total 40 (30) 1" 9.83 x 2.05 20.15 40 (30) 114" 21.67 x 2.93 63.49. 10 (7) 2" 301.83 x 4.22 = 1273.72 10 (7) 21/2" 6.00 x 5.89 35.34 10 (7) 6" 30.00 x 23.03 = 690.90 TOTAL WEIGHT: 2083.6 (Wp) x 2083.66 (Wp) = 1041.8 (Fp) Horiz. Load x 1.15(15% Factor for Fittings) = 1198.1 lbs Bracing Angle from Vertical: Least Radius of Gyration Ur: Sch. 40 Pipe Max, Allowed Load: 100 30'- 44° Hanger No. 01T Pipe/Ring to Ring 16 Round Bar 60'- 90' N/A N/A N/A Pipe Size = 1W 2858 4043 4955 200 100 Sch. 40 Pipe Max. Allowed Length: N/A ((�� Neatest Inch • 111■ All Thead Rod Pipe 10'-4" Note on Plan: Hanger Number and "A" Dimension Least Radius of Gyration lir: Sch. 40 Pipe Max. Allowed Load: 100 Steel I -Beam or Bar Joist Rounded to Nearest Inch Hanger No. 01S Top Beam C -Clamp All Rod Swivel Rin Pipe Model 300 Michigan orE Tap qBeualC Cam la p with Lock Nut Note on Plan: Hanger Number and A" Dimension SEISMIC BRACE CALCULATION #1 (Labeled SB -1 on Plans) JOB: NORMED WAREHOUSE AREA: 6" NEAR MAIN Fp = Horizontal Force Wp = Weight - Water Filled Pipe Pipe Size and Length Sch. Dia. Length x Ib.ift. Total 40 (30) 1" 9.83 x 2.05 20.15 40 (30) 114" 21.67 x 2.93 63.49. 10 (7) 2" 301.83 x 4.22 = 1273.72 10 (7) 21/2" 6.00 x 5.89 35.34 10 (7) 6" 30.00 x 23.03 = 690.90 TOTAL WEIGHT: 2083.6 (Wp) x 2083.66 (Wp) = 1041.8 (Fp) Horiz. Load x 1.15(15% Factor for Fittings) = 1198.1 lbs Bracing Angle from Vertical: Least Radius of Gyration Ur: Sch. 40 Pipe Max, Allowed Load: 100 30'- 44° 45` - 59° 60'- 90' N/A N/A N/A Pipe Size = 1W 2858 4043 4955 200 100 Sch. 40 Pipe Max. Allowed Length: N/A N/A N/A 200 10'-4" 10'-4" 10'-4" CONNECTION TO STRUCTURE: See NFPA #13 Fig. 9.3.5.9.1, 2002 edition. Lag Bolt in Wood: N/A Lag Bolt in Wood: N/A Anchor In Concrete: N/A Bolt to Steel: 'r4" 30°- 44° 45° - 59° 60°- 90° N/A N/A N/A N/A N/A N/A N/A N/A N/A 1450 2050 2850 Comments: Seismic Calculations based on' 'Worst Case Scenario" and NFPA #13 design requirements. Seismic bracing shall be based on this calculation throughout this system unless otherwise noted. SEISMIC BRACE CALCULATION JOB: NORMED WAREHOUSE #2 (Labeled SB -2 on Plans) Fp = Horizontal Force Wp = Weight- Water Filled Pipe AREA: 4" FAR MAiN or BarJoist Pipe Size and Length Sch. Dia. Length x Ib.lft. = Total 40 (30) 1" 12.75 x 2.05 = 26.14 40 (30) 11/4" 24.67 x 2.93 = 72.28 10 (7) 2" 315.92 x 4.22 = 1333.18 10 (7) 2W 3.58 x 5.89 = 21.09 10 (7) 4" 30.00 x 11.78 = 353.40 TOTAL WEIGHT: 1806.09 1806.1 (VVp) x .5 = 903.05 (Fp) Horiz. Load x 1.15 (15% Factor for Fittings) = 1038.5 lbs Bracing Angle from Vertical: - 30'- 44° .-.-. Least Radius of Gyration lir: Sch. 40 Pipe Max. Allowed Load: 100 Pipe klinri Note on Plan: Hanger Number and A" Dimension N/A N/A N/A Pipe Size = 1" 1767 2500 3061 200 100 Sch. 40 Pipe Max. Allowed Length: N/A N/A N/A 200 7'-0" 7141 71-On CONNECTION TO STRUCTURE! See NFPA #13 Fig. 9.3.5.9.1, 2002 edition. Lag Bolt In Wood: N/A 30°- 44° 45° - 59° 60°- 90° N/A N/A N/A Lag Bolt in Wood: N/A N/A N/A N/A • Anchorin Concrete: N/A N/A -N/A N/A Bolt to Steel: 'i4" 1450 2050 2850 Comments: Seismic Calculations based on 'Worst Case Scenario" and NFPA #13 design requirements. Seismic bracing shall be based on this calculation throughout this system unless otherwise noted. SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT HANGER SYMBOL NO. REVISIONS DESCRIPTION DATE SYMBOL DESCRIPTION Hanger No. 13S Top Beam C -Clamp with Retaining Strap (Joist) Retaining Strap` Rounded to Q Nearest Inch • Model 300 Michigan Top Beam C -Clamp or Equal with Lock Nut All Thread Rod Steel I -Beam or Bar Joist Swivei Ring Piae Note on Plan: Hanger Number and "A" Dimension TOLCO FiGURE 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIGURE 825 �•- iaI i BAR JOIST SWAY BRACE ATTACHMENT • J TOLCO FIG. 980 SWAY BRACE ATTACHMENT PIPE = 1" THRU 2" PER NFPA #13 TOLCO SWAY BRACE ATTACHMENT BRACE ATTACHMENTS MUST BE USED ONLY WiTH OTHER TOLCO PRODUCTS, TO MAINTAIN U.L. LISTING. BAR JOIST SWAY BRACE ATTACHMENT NOT TO SCALE GENERAL NOTES! RELIABLE 'G XLO' UPRIGHT SPRINKLER 1> All materials & installations of this automatic fire sprinkler system to conform to N.F.P.A. #13, 2682edition. 2> Western States Fire Protection's work starts at an 8" flange 1'-0" AFF inside building. and 6" flange out to FDC All Underground work shall be done by others. 3> Earthquake bracing to be standard per N.F.P.A. #13. 4> Provide spare head cabinet with a minimum of 3 of each type of sprinkler head used. 5> This building to be properly protected against exposure. 6> Low points of system shall have provisions for proper drainage. 7> System to be hydrostatically tested at 200psi for 2 hours - per N.F.P.A. #13. 8> 24-hour supervision to be provided by others. 9> All electrical & painting to be provided by others. 10> Pipe sizing per: HYDRAULIC CALCULATIONS 11> Main piping 4" & larger to be ANSI / ASTM A-795 Dyna -Flow' black steel piping with Victaulic grooved couplings & fittings. C B.T.S. 2' R-12 RIDGID INSULATI (U=0.076) 200' HORIL SIDEWALL - DEFLECTOR TO BE PARALLEL TO SLOPE 4"-6. BELOW SKYLIGHT Z" BRANCHLINE El. TUBE FRAME ROOF STRUCTURE 1" LOW -POINT DRAIN Nzr 00 SMOOTH CONC. .- TILT UP PANEL, PAINTED 1! 1=1 1 1=1 11= R-10 PERIM. INSUL.ATI SECTION VIEW SCALE 1/2"=1'-O" 0 Without Commertth E' As Noted in Red IZ 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 stanaaras and oroinances. The responsibility for the • adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter 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,Preventian-Bu--a.-.. ;; /`- -- tr1ate: ).7-07 �+`/ 4 �clI• RELIABLE 'G XLO' UPRIGHT SPRINKLER TYPICAL PERIMETER 4' DIA. FOOTING DRAiN IN DRAIN ROCK. CONNECT TO STORM TUKWILA PIK DEPARTMENT Please call: 575.4407, and give this job No. C) 0'2 and exact address for shut: down or restoration approval, Ar II to.14-vot VctIvo 4-u eJ Tv.- +4o -Ter. Spri tktee dleht►- vIL-ej H'+7- 84+. O'i)4f .S .66j( }'(,t,kS. 12> Branchline piping 2" & larger to be ANSI / ASTM A-795 'Dyna -Flow' black side piping -- with Victaulic grooved couplings & fittings. 13> Branchline piping 1112' & smaller to be ANSI I ASTM A-795 'Dyna -Thread' black steel piping with threaded ends and black cast iron fittings. .EXCLUSIONS: 1> Painting or identification of sprinkler piping. 2> Wiring of all electrical components. 3> Cutting, Fire Stopping, Access panels, patching, and/or structural reinforcements. 4> Underground, Fire Department Connection or any associated fees. 5> Canopy protection, per NFPA #13 8.14.7.2,-2O02'edition. foo 7 SPRINKLER LEGEND ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION 17vVi e f : � �- �t� A ( ( SPRINKLER LEGEND ORIF. K TEMP. FINISH NO. REQ. Coticca �� sea4es" APPROVAL: CITY OF TUKWiLA/WSRB C B.T.S. BOT OF PLYWD 2" BRANCHLINE 2' R-12 RIDGID INSUTATIO (U = 0.076)' ROOF STRUCTURE 1' LOW POINT DRAIN SMOOTH CONC. TiLT UP PANEL PAINTED HIP -SLOPED GLAZING (U=0.60) BEYOND GLAZING BEYOND hviititiiZ h+tlti7tliltiliit �hTiillIiiiI' CONC. SPANDR INSUL. WINDOW WI ALUM. FR (U ® 0.60) RISER LOCATION R-10 RIGID INSULATIMI z 200' UPRIGHT SPRINKLER 114" SAFETY SPANDREL GLASS WI DARK BRONZE FINISH TYPICAL PERIMETER 4" DiA. FOOTING DRAIN IN DRAIN ROCK, CONNECT TO STORM to at.p, H r w._ .... _ NORMED.WAREHD11SE,,P_ROJECC.,..,. 4310 S. 131st PLACE TUKWILA, WA 98124 MACADAM, ROAD, CONT. NO.: 790223 DRAWN BY: S. WASLEY SPRK ON SHEET: N/A SPRK ON JOB: N/A DATE: DEC_ 26, 2006 •••••.. ••••.- _- • .. VICINITY PLAN NOT TO SCALE Western States Fire Protection ompany 7102 180th AVE NE, STE A-105- R; EDMOND, WA- 98052 Lie. #: WESTESF136C 9 WESTERN STATES FIRE PROTECTION CCi',,PANY-OFFICES LOCATED ALBWtJEROUE/AUSTIN/DALLAS /DECATUR / DENVE4/DULUTH /HOUSTON! KANSAS CITY LAS VEGAS /MINNEAPOLIS I PHOENIX / PORTLAND / RAPID (.Y/ ST. PAUL I SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fa({ 425-881-3030 7-70 • JAN 1, 2007 1?. aro 'z /19621 NORMED WAREHOUSE 4310 SOUTH 131ST PLACE TUKWILA, WA. 98124 GENERAL NOTES & DETAILS or V) SHEET FP -1 OF 3 CONTRACTOR: oho-S'�L,4 Hanger Inverted Top No. 02S Beam C -Clamp (Beam) i 'ir - or BarJoist MI r /..0#// Model 300 Michigan -------<- Afl Tarop 8 m 0 -Clamp Rod ad with Lock Nut Q ill 11111il Rounded to Nearest inch Swivel Ring l/+, Pipe klinri Note on Plan: Hanger Number and A" Dimension DESCRIPTION Hanger No. 13S Top Beam C -Clamp with Retaining Strap (Joist) Retaining Strap` Rounded to Q Nearest Inch • Model 300 Michigan Top Beam C -Clamp or Equal with Lock Nut All Thread Rod Steel I -Beam or Bar Joist Swivei Ring Piae Note on Plan: Hanger Number and "A" Dimension TOLCO FiGURE 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIGURE 825 �•- iaI i BAR JOIST SWAY BRACE ATTACHMENT • J TOLCO FIG. 980 SWAY BRACE ATTACHMENT PIPE = 1" THRU 2" PER NFPA #13 TOLCO SWAY BRACE ATTACHMENT BRACE ATTACHMENTS MUST BE USED ONLY WiTH OTHER TOLCO PRODUCTS, TO MAINTAIN U.L. LISTING. BAR JOIST SWAY BRACE ATTACHMENT NOT TO SCALE GENERAL NOTES! RELIABLE 'G XLO' UPRIGHT SPRINKLER 1> All materials & installations of this automatic fire sprinkler system to conform to N.F.P.A. #13, 2682edition. 2> Western States Fire Protection's work starts at an 8" flange 1'-0" AFF inside building. and 6" flange out to FDC All Underground work shall be done by others. 3> Earthquake bracing to be standard per N.F.P.A. #13. 4> Provide spare head cabinet with a minimum of 3 of each type of sprinkler head used. 5> This building to be properly protected against exposure. 6> Low points of system shall have provisions for proper drainage. 7> System to be hydrostatically tested at 200psi for 2 hours - per N.F.P.A. #13. 8> 24-hour supervision to be provided by others. 9> All electrical & painting to be provided by others. 10> Pipe sizing per: HYDRAULIC CALCULATIONS 11> Main piping 4" & larger to be ANSI / ASTM A-795 Dyna -Flow' black steel piping with Victaulic grooved couplings & fittings. C B.T.S. 2' R-12 RIDGID INSULATI (U=0.076) 200' HORIL SIDEWALL - DEFLECTOR TO BE PARALLEL TO SLOPE 4"-6. BELOW SKYLIGHT Z" BRANCHLINE El. TUBE FRAME ROOF STRUCTURE 1" LOW -POINT DRAIN Nzr 00 SMOOTH CONC. .- TILT UP PANEL, PAINTED 1! 1=1 1 1=1 11= R-10 PERIM. INSUL.ATI SECTION VIEW SCALE 1/2"=1'-O" 0 Without Commertth E' As Noted in Red IZ 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 stanaaras and oroinances. The responsibility for the • adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter 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,Preventian-Bu--a.-.. ;; /`- -- tr1ate: ).7-07 �+`/ 4 �clI• RELIABLE 'G XLO' UPRIGHT SPRINKLER TYPICAL PERIMETER 4' DIA. FOOTING DRAiN IN DRAIN ROCK. CONNECT TO STORM TUKWILA PIK DEPARTMENT Please call: 575.4407, and give this job No. C) 0'2 and exact address for shut: down or restoration approval, Ar II to.14-vot VctIvo 4-u eJ Tv.- +4o -Ter. Spri tktee dleht►- vIL-ej H'+7- 84+. O'i)4f .S .66j( }'(,t,kS. 12> Branchline piping 2" & larger to be ANSI / ASTM A-795 'Dyna -Flow' black side piping -- with Victaulic grooved couplings & fittings. 13> Branchline piping 1112' & smaller to be ANSI I ASTM A-795 'Dyna -Thread' black steel piping with threaded ends and black cast iron fittings. .EXCLUSIONS: 1> Painting or identification of sprinkler piping. 2> Wiring of all electrical components. 3> Cutting, Fire Stopping, Access panels, patching, and/or structural reinforcements. 4> Underground, Fire Department Connection or any associated fees. 5> Canopy protection, per NFPA #13 8.14.7.2,-2O02'edition. foo 7 SPRINKLER LEGEND ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION 17vVi e f : � �- �t� A ( ( SPRINKLER LEGEND ORIF. K TEMP. FINISH NO. REQ. Coticca �� sea4es" APPROVAL: CITY OF TUKWiLA/WSRB C B.T.S. BOT OF PLYWD 2" BRANCHLINE 2' R-12 RIDGID INSUTATIO (U = 0.076)' ROOF STRUCTURE 1' LOW POINT DRAIN SMOOTH CONC. TiLT UP PANEL PAINTED HIP -SLOPED GLAZING (U=0.60) BEYOND GLAZING BEYOND hviititiiZ h+tlti7tliltiliit �hTiillIiiiI' CONC. SPANDR INSUL. WINDOW WI ALUM. FR (U ® 0.60) RISER LOCATION R-10 RIGID INSULATIMI z 200' UPRIGHT SPRINKLER 114" SAFETY SPANDREL GLASS WI DARK BRONZE FINISH TYPICAL PERIMETER 4" DiA. FOOTING DRAIN IN DRAIN ROCK, CONNECT TO STORM to at.p, H r w._ .... _ NORMED.WAREHD11SE,,P_ROJECC.,..,. 4310 S. 131st PLACE TUKWILA, WA 98124 MACADAM, ROAD, CONT. NO.: 790223 DRAWN BY: S. WASLEY SPRK ON SHEET: N/A SPRK ON JOB: N/A DATE: DEC_ 26, 2006 •••••.. ••••.- _- • .. VICINITY PLAN NOT TO SCALE Western States Fire Protection ompany 7102 180th AVE NE, STE A-105- R; EDMOND, WA- 98052 Lie. #: WESTESF136C 9 WESTERN STATES FIRE PROTECTION CCi',,PANY-OFFICES LOCATED ALBWtJEROUE/AUSTIN/DALLAS /DECATUR / DENVE4/DULUTH /HOUSTON! KANSAS CITY LAS VEGAS /MINNEAPOLIS I PHOENIX / PORTLAND / RAPID (.Y/ ST. PAUL I SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fa({ 425-881-3030 7-70 • JAN 1, 2007 1?. aro 'z /19621 NORMED WAREHOUSE 4310 SOUTH 131ST PLACE TUKWILA, WA. 98124 GENERAL NOTES & DETAILS or V) SHEET FP -1 OF 3 CONTRACTOR: oho-S'�L,4 35'-0 20'-0 20'-0 C4T) �b 2 F U) T 9 U) N 6'-1014 6'-101/2 ' 3'-1% 6'-1016 2 3'-11 N 7'-0 5'-0 5'-0 • 0'-0 5'-0 5'-0 de 40'-0 11/a"') 1/4 1'-7 5'-114 11/4 5'-0 ti 5'-0 2 fy�L'L 2 2 5'-0 ' 5' 0 PICAL ti FF j6 2 Ar9`fr 2 " 2 k 2 s�2--' 10'-0 5'-0 .h 5'-0 Sfr¢j0.-0 5'-O , k ,i{ 0'-0 2 2 5'-0 2 0'-914 2 0'-9 N 3'-2 5'-0 5'-0 2 5'-0 7 0'-0 2 0'-0 5'-0 2 t 5'-0 5'-0 • 2 2 5'-0 s, 5'-0 5'-0 0 N o 2 N c0 2 V-0 45'-0 N 4" I ORE THRU SHEERWALL (3 P. - THIS WALL) F LU try b z ELF=J oz •• li U) 0 ill it 2 2 3'-8 5'-0 S 2 2 2 5'-0 9 U, N 2 6'-514 2 2 .2 51-0 5'-0 '' 01-0 5'-11/2 1% 2 2 2 2 2 2 2 2 5'-0 5'-0 0'-0 5'-0 5'-0 5' 3'-6 a, 2 2 2 2 2 2 !M 5'-0 0'-0 5'-0 ; 51-0 51-6 3'-8 5'-0 5'-0 • 2 „ 2 • 5'-0 10'; 2 2 5'-0 2 2« 5.y Ci 10'-I 2 10'=4 2 2 0'-0 ' 3'-11 : 6'-5M 01-0 5'-0 - 5'-0 10' 2 51-0 ? 51-0 2 . 10'43 .j 2 2 5'-0 • 5-0 2 2 2 01-0 "—� 5'-0? 51-0 2 2 2 2 2 2 2 2 ,.. 2' 0'-0 5'-0 5'-0 5'-0 5'-0 10' 5'-0 • SKYLIGHT 2 2 5'-O 0 SETS . IC CALC. #2 -ZONE F INFLUENCE • 2 2 -0 Ci 5'-0 5'-0 -0 4" CORE THRU (2TYP.- THIS W� 2 2 5'-0 :', 5-0 5'-0 - 5'-0 3'-614 4'-2 5'-10 4'-2 5'-10 10'-i10 I I 6-0 4'-2 10'� 5'-0 -o 1'/, 5'-114 0,-0 5'40:I 51-0 0'-0 5'-0 5'-0 2 0 0 5'-0 5'-0 2 510 - NORTH 'IP SKYLIGHT 2 %1'-31r4 2 / 2 -0 CALC. - 2 4'-6 a ! 2 2 2 1 '-0 5'-0 5'-0 5'-6 5'-1014 5'-101,4 r- 9'-4'4 1'-4 ENTRY HYDRAULICALLY REMOTE AREA #1: OCCUPANCY: EXTRA HAZARD*** DENSITY: .60/2000 SQ.FT. (Actual 2040 Sq.Ft.) SYSTEM DEMAND: 91.0 psi @ 1434.0 gpm OUTSIDE HOSE DEMAND: 400 gpm INSIDE HOSE DEMAND: 100 gpm ' I SKYLIGHT ! l ENTRY 'k'k*'RELIABLE MODEL 'G XLO' EXTRA LARGE ORIFICE UPRIGHT SPRINKLER HEADS TO BE UTILIZED. MODEL 'G XLO' UPRIGHT SPRINKLERS ARE LISTED TO PROTECT SINGLE, DOUBLE AND MULTIPLE ROW AND PORTABLE RACK STORAGE OF CLASS I-V, GROUPS A and B PLASTICES, CARTONED, EXPANDED OR UNEXPANDED, AS WELL AS EXPOSED UNEXPANDED _ _ _.. _ . WITH A MAXIMUM STORAGE HEIGHT ...OF..20.FT., MAXIMUM -_ -... - .- CEILING HEIGHT OF 25 FT. 36" MINIMUM DEFLECTOR DISTANCE TO TOP OF STORAGE, DESIGN DENSITY OF .60 GPM/FT2 AND A DESIGN AREA OF 2000 FP. NOM FIRE SPRINKLER PLAN - NORTH SCALE: 1/8" = 1'-0" --SEE SHEET--FP-1 FOR-- _ _.�,._ ._. GENERAL NOTES & DETAILS 3 U)Q room • w O ARCHITECT: w w z z w CONTRACTOR: SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA /WSRB 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. 4 -WAY EARTHQUAKE BRACE .. RELIABLE - 'G XLO' EXTRA LARGE ORIFICE UPRIGHT .64" 11.2 286° BRASS 409 CONT. NO.: 790223 HYDRAULIC REFERENCE POINT RELIABLE - 'G XLO' EXTRA LARGE ORIFICE (ON 1%" SPRIG -UP) .64" 11.2 286° BRASS 4 DRAWN BY: S. WASLEY HANGER SYMBOL 0 RELIABLE- F1FR UPRIGHT 5.6 200° BRASS 26 SPRK. ON SHEET: 453 RELIABLE - Fl FR HORIZONTAL SIDEWALL 5.6 200° BRASS 14 SPR K. ON JOB: 453 DATE: DEC. 26, 2006 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 WESTERN STATES FIRE PROTEC, ION COMPANY - OFFICES LOCATED ALBUQUERQUE/AUSTIN / DALLAS / DECATUil / DENVER / DULUTH I HOUSTON / KANSAS CITY LAS VEGAS /MINNEAPOLIS/ PHOENIX / PORTLAND if RAPID CITY/ ST. PAUL / SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax 425-881-3030 NORMED WAREHOUSE 4310 SOUTH 131ST PLACE TUKWILA, WA. 98124 FIRE SPRINKLER SYSTEM - NORTH SHEET OF MATCHLINE 45-0 45'-0 ( 8� 2 10'-) 2 5-0 2 Nn 8'-0 7-0 ISOMETRIC RISER DETAIL SCALE: NONE 2 • 2 2', 1 5-0 T-0 2 2' 2 1.-0 2 1'-0 a N ]s 2 (9) S s %/so y eT4't, ITEM NO. DESCRIPTION 1 8" UNDERGROUND SUPPLY (BY OTHERS) 2 8" FLANGE 1'-0" AFF (WSFP'S SCOPE STARTS HERE) 3 8" FLANGED DUCTILE IRON 90`' ELL 4 8" AMES 3000SS - DOUBLE DETECTOR CHECK BACKFLOW ASSEMBLY OS&Y GATE VALVE w! TAMPER SWITCHES (WIRED BY OTHERS) 5 8" RELIABLE MODEL "E" ALARM CHECK VALVE w! TRIM 6 2" MAIN DRAIN 7 2" DRAIN - DISCHARGE TO EXTERIOR (2" GMI 450 ELL) 8 6" RELIABLE MODEL "G" SWING CHECK VALVE 9 6" FLANGE 1'-0" AFF (WSFP TO TIE-IN HERE) 10 8" SYSTEM SENSOR WATERFLOW SWITCH (WIRED BY OTHERS) 11 8" SUPPLY OUT TO OVERHEAD SPRINKLER SYSTEM 12 6" UNDERGROUND TO FREESTANDING FDC (BY OTHERS) SvU? a 11 `idyl "4 ho4' ci°1*- r e j S o -P col h-acA bti b e h we%e+, (2.er avS1,t (L,0„l&s •f }9 hdQ r o f (10 '} — l a c Lo ►? �, r fi�>b'- 4-v &-e R c t.e ss I J `c (14,1 3 y8 �'q vovc 5'-a. C./egret ►1 c -e ,Pro 3'1A- c 4 -fico.. v'e'i 11 . d4.,43 e , q h d p .Dre r/>/ 5;5 n e•01 • 5" STORTZ FIRE DEPTT. H AONN45'ELBOW 1 _ 1-115441 ( 10 ti5 k ko( S -Ofz Lor - II = CII = = = ima 11 5-0 10'.II 5-0 5-0 10'-0 - 5'-0 •„ 5'-0 '-Q T-0 2 2'-1 ,y ' CORE THRU SHEERWALL (TYP. - THIS WALL) POST INDICATING VALVE /— (w/ SUPERVISORY SWITCH) MINIMUM 40'-0 FROM BUILDING frEICICIE2ICIMETZIESIEZICIVIMII2123 u 2 ] !; 5'-00 2, 10' 5'-0 8'-0 1'-0 2 7-0 :2 1 *.'-0 2'-1 3'-63/ 9 2 2 -0 2 i-0 9'-0 2 2 I `2 5-0 5-0 i 11 '-0 a) 5'-0 x 5-0 1 Q'-0 2 4'-2'4 tD 9 a 1'-0 SEISMIC CAL 1 -0 4'-214 4sr 1 - ZONE OF INFLUENCE ---• r r';. 2 2 2 :fi 2 2 2 2 3'-0 9'-0 8'-0 \ 2 7'-0 ' 5-0 5-0 1'-0 4" CORE THRU SHEERWALL 2" 4'-2112 to SB -1 6 i-0 8'-0 6'-0.: 3'-0 5-0' 8'-0 _ 2'-0 s 8'-0 2 2'-234 o C53 r . L., 1� V-6 2/ 1 1'-01/2 2 -0 2 ;-0 2 5-0 5-0 14? -0 5-0 1 2 : 2 _ 2 2 5'-O 5-0 10'-0 5'-0 ii ____ SHIFTCALC. - SOUT a ; 2 2 2 2 2 5-0 5'-05'-6 ;, 4'-6 5'-0 DNr�kj3-g_ 2'-6 2'-6j: 50 V-1014 9'-41.4 1 /1 1'-4 9'-4'4 1'- er 2 1 '-0 4'-216 22 � 0'-5'.4 4��r, 2 w 2p 2 = 2 r 2 2 \ '`� 2 2 1-234 2 2 5-0 5'-0 10 5'-0 2'-2 2'-10 10'-0 5'-0 3'-9Y2 1 E7? -0 3'-3114 b�' •x t. \\V' t O r O \ X31-2 / 1 --\ 1 i-------4.4,2,6 8'-i 0'r5 .;'� 9'-10'14 SKY c B _IGHT 9,41 2 5'-234 nL"1 9 0 •1011111 Ni ENTRY ENTRY SKYLIGHT N 0_ LL, I,Ilit� SKYLIGHT 40'-0 4V-0 FIRE SPRINKLER PLAN — SOUTH SCALE: 1/8" = 1'-0" • NOM • ..._ HYDRAULIC CALCULATIONS ARE BASED ON A WATER FLOW OF 130 PSI STATIC, 20 PSI RESIDUAL FLOWING 4856 GPM PER THE CITY OF TUKWILA WATER DEPARTMENT. ta El El E3 Esce uJ W O� ›- 0 WEl 4,) Z ria O I El 0 onI w 0 ra 9 SEE SHEET FP -1 FOR 13 Ell GENERAL NOTES & DETAILS 70 D E1111E3MM 17/3 OEM EXISTING 10" WATER w O ARCHITECT: w w z O z w SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA/WSRB 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. 4 -WAY EARTHQUAKE BRACE RELIABLE- 'G XLO' EXTRA LARGE ORIFICE UPRIGHT .64" 11.2 286" BRASS 409 CONT. NO.: 790223 HYDRAULIC REFERENCE POINT RELIABLE - 'G XLO' EXTRA LARGE ORIFICE (ON 1W SPRIG -UP) .64" 11.2 286" HANGER SYMBOL 0 RELIABLE - F1FR UPRIGHT 5.6 200" BRASS BRASS 4 DRAWN BY: S. WASLEY 26 SPRK. ON SHEET: 453 RELIABLE- Fl FR HORIZONTAL SIDEWALL 5.6 200" BRASS 14 SPRK. ON JOB: 453 DATE: DEC. 26, 2006 western Stttes Fire Protection company 7102 180th AVE NE, STEA-105- REDMOND, WA- 98052 LIc. #: WESTESF13QF WESTERN STATES FIRE PROTECTION :OMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN /DALLAS/DECATUR!DEN,!ER !DULUTH! HOUSTON/ KANSAS CITY LAS VEGAS / MINNEAPOLIS J PHOENIX /PORTLAND / RAPI] CITY / ST. PAUL! SALT LAKE CITY! SEATTLE Phone: 425-881-0100 i'ax 425-881-3030 NORMED WAREHOUSE 4310 SOUTH 131ST PLACE TUKWILA, WA. 98124 FIRE SPRINKLER SYSTEM - SOUTH SHEET FP -3 of 3