Loading...
HomeMy WebLinkAboutPP - 17686 SOUTHCENTER PKWY - BUY BUY BABY - PERMITS AND PLANS17686 SOUTHCENTER PKWY ASSOCIATED PERMITS 14-F-276 14-S-287 05-S-247 12-S-216 14-S-282 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION 3S� <J`T' Tj � /'7Y //(° King Co. Assessor's Tax No.: 4:5-711, ��N a fid! kiAl Property Owner's Name: / /2 lac5 ) L G.& Site Addres, Tenant Name: Suite Number: Floor: New Tenant? 3g1.- Yes ❑ - No Mailing Address: PIS '7,00 � F-3 4, Aiyoe 2' cs-ooe City /i%i°,Govw-�/U ;v— CONTACTyPPEERSSON-if there ,are �Jquestions about the submittal. �y�� Name: i 17 /K'& /Dr2/�V6&'� Day Telephone: %3 72-90' Company Name: #/1'e/ e Mailing Address: "25%.5-s- �' O6' 01-0 E-mail Address:/ / 4r/R��PAIWR °0►'9e State t7 Zip Fax Number: 2Z7 5 oq gvQ36/ �tauCry Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: M4 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 6G GO /s77j 1 SSU «/17'47 4.1-c c/ tc'/') ssei /cam, tie/ odsFre. e-,170// PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: //,/ Print Name: /772/ ke frpJUIm-r- Day Telephone: 055 72- 7.:2-V0)-- Plan .:2- . Plan Permit App.doc 8/22/14 TFD FP Form 8 44310144 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION 17“?‘ Site Address: -15” , ti 6,0r},1 Citirr\tf k 4.-t a - King Co. Assessor's Tax No.: Tenant Name: .R,Q`1 1%.)Li ?",akzet 1 Suite Number: Floor: New Tenant? [] = Yes ❑ - No Property Owner's Name: V.,(MCA) R..eLk,.i Mailing Address: 4ri(p$$ cam, p1,ie,,.. re , V\A I 15e a\ J jQP . City State Zip CONTACT PERSON -if there are questions about the submittal. Name: pu i C% , OY1CS Company Name: • �.. . L S. � 'R.erAe n e, ft °lgo51 City State Zip E-mail Address: dc.U\(Sj . `O Y1e-S COnV Vii% Crw% Fax Number: 425 - 261- (jQC1 •, • • 6. r Mailing Address: 1-19") _Ad u ck Y kj t. Day Telephone: 255.1-1g5 Contractor's City of Tukwila Business License number: 'e7V 5 " O ' %[ 2B 31 Total number of new/relocated devices or sprinkler heads: c2 Valuation of Project (contractor's bid price): $ 16 ri '00 Scope of Work (please provide detailed information): -31.-0A-all it [b✓). ,$iI ssio"+ C »tv" 1 c kc,c :o 6(001'' tr ra,.4-td r.tiyh.:1.5 (g+)vc. Se Ipe.,-44 'wi ares. e c..e- 9c,ke.-4- Loc.-\ Lint_ PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature - AGENT: Print Name: Plan Permit App.doc Date: l l 2•C• 12614 Day Telephone: 263" CC77-7 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Buy Buy Baby 17686 Southcenter Parkway Permit No.: 14-S-282 Date: December 17, 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 Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. ARCHER CONSTRUCTION, INC. 7855 S. 206th STREET KENT,WA 98032 HYDDRRAULIC CALCULATIONS FOR BUY BUY BAY CENTER PARKWAY TUKWILA, WA. DRAWING NUMBER: REMOTE AREA NUMBER: 3 DATE: OCT 2, 2014 -DESIGN DATA - REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: EXTRA HAZARD DENSITY:.70 gpm/sq. ft. AREA OF APPLICATION: 2600 sq. ft. COVERAGE PER SPRINKLER:100 TYPE OF SPRINKLERS CALCULATED:K-16.8 SSU NUMBER OF SPRINKLERS CALCULATED: 28 sq. ft. *IN -RACK SPRINKLER DEMAND: NA gpm HOSE -STREAM DEMAND:500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 2882.1 gpm FLOW AND PRESSURE (AT CITY): 2882.1 gpm @ 93.9 TYPE OF SYSTEM:WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY -SEE PLANS Source: Test Date: Test By: Location: Static: psi Residual: psi Flow: gpm Source Elevation Relative to Finished Flow Level: INSTALLING CONTRACTOR Name:ARCHER CONSTRUCTION Address: Phone: Certification number:ARCHIE*219 NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION:TUKWILA NOTES: Calculations performed by HASS under license # 16031162 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) psi ft. EXPIRES 4/9/ f5- ARCHER CONSTRUCTION, INC. 7855 S. 206th STREET KENT,WA 98032 HYDRAULIC CALCULATIONS FOR DRAWING NUMBER: REMOTE AREA NUMBER: DATE: OCT 2, 2014 -DESIGN DATA - REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: gpm/sq. ft. AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLERS CALCULATED: NUMBER OF SPRINKLERS CALCULATED: sq. ft. sq. ft. *IN -RACK SPRINKLER DEMAND: gpm HOSE -STREAM DEMAND: gpm TOTAL WATER REQUIRED (INCLUDING HOSE): gpm FLOW AND PRESSURE (AT BASE OF RISER): gpm @ psi TYPE OF SYSTEM: *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: Test Date: Test By: Location: Static: psi Residual: psi Flow: gpm Source Elevation Relative to Finished Flow Level: INSTALLING CONTRACTOR Name: Address: Phone: Certification number: NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION: NOTES: Calculations performed by HASS under license # 16031162 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 135.0 5.0 6119.0 103.7 2832.6 93.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2832.6 GPM TOTAL HOSE STREAM ALLOWANCE Al SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2332.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) ' (GPM) 1 124.3 - - - - 68.2 2 124.3 - - - - 68.2 3 124.3 - - - - 68.2 4 124.3 - - - - 68.2 5 124.3 - - - - 68.2 6 124.3 - - - - 68.2 7 124.3 - - - - 68.2 8 124.3 - - - - 68.2 9 124.3 - - - - 68.2 10 124.3 - - - - 68.2 11 124.3 - - - - 68.2 12 124.3 - - - - 68.2 13 124.3 - - - - 68.2 14 124.3 - - - - 68.2 15 124.3 - - - - 68.2 16 124.3 - - - - 68.2 17 124.3 - - - - 68.2 18 124.3 - - - - 68.2 19 124.3 - - - - 68.2 20 124.3 - - - - 68.2 21 124.3 - - - - 68.2 22 124.3 - - - - 68.2 23 124.3 - - - - 68.2 24 124.3 - - - - 68.2 25 124.3 - - - - 68.2 26 124.3 - - - - 68.2 27 124.3 - - - - 68.2 28 124.3 - - - - 68.-.41L....-- 29 124.3 - - - - 68.2 30 124.3 - - - - 68.2 31 124.3 - - - - 68.2 32 124.3 - - - - 68.2 33 124.3 - - - - 68.2 34 124.3 - - - - 68.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 124.3 68.2 36 124.3 68.2 37 124.3 68.2 38 124.3 68.2 39 124.3 68.2 - - - 40 124.3 68.2 41 124.3 68.2 42 124.3 68.2 43 124.3 68.2 44 124.3 68.2 45 124.3 68.2 46 124.3 68.2 47 124.3 68.2 48 124.3 68.2 49 124.3 68.2 50 124.3 68.2 51 124.3 68.2 52 124.3 68.2 53 124.3 K=16.80 17.5 70.2 54 124.3 K=16.80 30.7 93.1 55 124.3 K=16.80 15.3 65.8 56 124.3 K=16.80 17.5 70.3 57 124.3 K=16.80 23.4 81.3 58 124.3 K=16.80 17.5 70.2 59 124.3 K=16.80 30.8 93.2 60 124.3 K=16.80 15.3 65.8 61 124.3 K=16.80 17.5 70.3 62 124.3 K=16.80 23.5 81.4 63 124.3 K=16.80 18.4 72.2 64 124.3 K=16.80 32.4 95.7 65 124.3 K=16.80 26.5 86.5 66 124.3 K=16.80 31.7 94.5 67 124.3 K=16.80 18.6 72.4 68 124.3 K=16.80 32.7 96.0 69 124.3 K=16.80 26.7 86.8 70 124.3 K=16.80 31.9 94.9 71 124.3 K=16.80 14.1 63.0 72 124.3 K=16.80 16.6 68.5 73 124.3 K=16.80 25.6 84.9 74 124.3 K=16.80 25.4 84.7 75 124.3 K=16.80 30.4 92.6 76 124.3 K=16.80 19.2 73.6 77 124.3 K=16.80 33.7 97.5 78 124.3 K=16.80 27.6 88.2 79 124.3 K=16.80 32.9 96.4 80 124.3 K=16.80 53.1 122.4 100 121.8 69.3 - - - 101 121.8 69.3 102 121.8 69.3 103 121.8 69.3 104 121.8 69.3 105 121.8 69.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 106 121.8 69.3 107 121.8 69.3 108 121.8 69.3 109 121.8 69.3 110 121.8 69.3 111 121.8 69.3 112 121.8 69.3 200 124.3 68.2 201 121.8 69.3 202 124.3 68.2 203 121.8 69.3 204 124.3 68.2 205 121.8 69.3 206 124.3 68.2 207 121.8 69.3 208 124.3 68.2 209 121.8 69.3 210 124.3 - 68.2 211 121.8 - - 69.3 212 124.3 68.2 213 121.8 69.3 214 121.8 69.3 300 124.3 43.9 301 121.8 58.9 302 124.3 44.0 303 121.8 59.0 304 124.3 46.3 305 121.8 59.2 306 124.3 46.6 307 121.8 59.6 308 124.3 44.4 309 121.8 60.3 310 124.3 48.1 311 121.8 61.4 312 124.3 60.2 313 121.8 63.0 314 121.8 64.6 400 121.8 69.3 401 121.8 69.3 402 121.8 69.0 TOR 121.8 70.1 BOR 103.0 81.6 A 101.0 - - - - 83.2 B 95.0 HOSE STREAM 87.0 500.0 C 95.0 - - - - 87.2 D 95.0 88.3 E 95.0 95.7 F 95.0 95.8 BFP1 95.0 88.7 BFP2 95.0 95.7 BFP3 95.0 88.5 BFPO 95.0 95.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BFP5 95.0 88.6 BFP6 95.0 95.6 S1 100.0 93.9 S 100.0 SOURCE 93.9 2832.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.380 PL 10.00 PF 0.0 1 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 2 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 2 0.0 1.380 PL 3.50 PF 0.0 2 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 100 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 3 0.0 1.380 PL 10.00 PF 0.0 3 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 4 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 4 0.0 1.380 PL 3.50 PF 0.0 4 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 101 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 5 0.0 1.380 PL 10.00 PF 0.0 5 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 6 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 6 0.0 1.380 PL 3.50 PF 0.0 6 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 102 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 7 0.0 1.380 PL 10.00 PF 0.0 7 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 8 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 8 0.0 1.380 PL 3.50 PF 0.0 8 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 103 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 9 0.0 1.380 PL 10.00 PF 0.0 9 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 10 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 10 0.0 1.380 PL 3.50 PF 0.0 10 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 104 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 11 0.0 1.380 PL 10.00 PF 0.0 11 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 12 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 12 0.0 1.380 PL 3.50 PF 0.0 12 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 105 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.380 PL 10.00 PF 0.0 13 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 14 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 14 0.0 1.380 PL 3.50 PF 0.0 14 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 106 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 15 0.0 1:380 PL 10.00 PF 0.0 15 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 16 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 16 0.0 1.380 PL 3.50 PF 0.0 16 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 107 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 17 0.0 1.380 PL 10.00 PF 0.0 17 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 18 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 18 0.0 1.380 PL 3.50 PF 0.0 18 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 108 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 19 0.0 1.380 PL 10.00 PF 0.0 19 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 20 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 20 0.0 1.380 PL 3.50 PF 0.0 20 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 109 121.8 0.0 69.3 0.0 0.00,0 TL 12.50 PV Pipe: 21 0.0 1.380 PL 10.00 PF 0.0 21 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 22 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 22 0.0 1.380 PL 3.50 PF 0.0 22 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 110 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 23 0.0 1.380 PL 10.00 PF 0.0 23 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 24 124.3 0.9 68.2 0.0 0.000 TL 10.00 PV Pipe: 24 0.0 1.380 PL 3.50 PF 0.0 24 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 111 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 25 0.0 1.380 PL 10.00 PF 0.0 25 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 26 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0.0 1.380 PL 3.50 PF 0.0 26 124.3 0.0 68.2 0.0 0.0 120 FTG ET PE 1.1 112 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 27 0.0 4.026 PL 10.00 PF 0.0 100 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 101 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 28 0.0 4.026 PL 10.00 PF 0.0 101 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 102 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 29 0.0 4.026 PL 10.00 PF 0.0 102 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 103 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 30 0.0 4.026 PL 10.00 PF 0.0 103 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 104 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 31 0.0 4.026 PL 10.00 PF 0.0 104 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 105 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 32 0.0 4.026 PL 10.00 PF 0.0 105 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 106 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 33 0.0 4.026 PL 10.00 PF 0.0 106 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 107 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 34 0.0 4.026 PL 10.00 PF 0.0 107 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 108 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 35 0.0 4.026 PL 10.00 PF 0.0 108 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 109 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 36 0.0 4.026 PL 10.00 PF 0.0 109 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 110 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 37 0.0 6.065 PL 10.00 PF 0.0 110 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 111 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 38 0.0 6.065 PL 10.00 PF 0.0 111 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 112 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014.-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG END ELEV. NODES (FT) Pipe: 39 112 121.8 400 121.8 Pipe: 40 27 124.3 28 124.3 Pipe: 41 28 124.3 200 124.3 Pipe: 42 29 124.3 30 124.3 Pipe: 43 30 124.3 200 124.3 Pipe: 44 200 124.3 201 121.8 Pipe: 45 31 124.3 32 124.3 Pipe: 46 32 124.3 202 124.3 Pipe: 47 33 124.3 34 124.3 Pipe: 48 34 124.3 202 124.3 202 203 Pipe: 49 124.3 121.8 Pipe: 50 35 124.3 36 124.3 Pipe: 51 36 124.3 204 124.3 Q(GPM) NOZ. PT DISC. VEL(FPS) (K) (PSI) (GPM) 0.0 69.3 0.0 69.3 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 69.3 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 0.0 69.3 0.0 68.2 0.0 68.2 0.0 68.2 0.0 68.2 DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) 0.0 6.065 PL 39.00 PF 0.0 0.0 0.0 120 FTG E PE 0.0 0.0 0.000 TL 53.00 PV 0.0 1.049 PL 10.00 PF 0.0 0.0 0.0 120 FTG ---- PE 0.0 0.0 0.000 TL 10.00 PV 0.0 1.610 PL 8.75 PF 0.0 0.0 0.0 120 FTG T PE 0.0 0.0 0.000 TL 16.75 PV 0.0 1.380 PL 10.00 PF 0.0 0.0 0.0 120 FTG ---- PE 0.0 0.0 0.000 TL 10.00 PV 0.0 1.380 PL 1.25 PF 0.0 0.0 0.0 120 FTG T PE 0.0 0.0 0.000 TL 7.25 PV 0.0 2.067 PL 2.50 PF 0.0 0.0 0.0 120 FTG T PE 1.1 0.0 0.000 TL 12.50 PV 0.0 1.049 PL 10.00 PF 0.0 0.0 0.0 120 FTG ---- PE 0.0 0.0 0.000 TL 10.00 PV 0.0 1.610 PL 8.75 PF 0.0 0.0 0.0 120 FTG T PE 0.0 0.0 0.000 TL 16.75 PV 0.0 1.380 PL 10.00 PF 0.0 0.0 0.0 120 FTG ---- PE 0.0 0.0 0.000 TL 10.00 PV 0.0 1.380 PL 1.25 PF 0.0 0.0 0.0 120 FTG T PE 0.0 0.0 0.000 TL 7.25 PV 0.0 2.067 PL 2.50 PF 0.0 0.0 0.0 120 FTG T PE 1.1 0.0 0.000 TL 12.50 PV 0.0 1.049 PL 10.00 PF 0.0 0.0 0.0 120 FTG ---- PE 0.0 0.0 0.000 TL 10.00 PV 0.0 1.610 PL 8.75 PF 0.0 0.0 0.0 120 FTG T PE 0.0 0.0 0.000 TL 16.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 0.0 1.380 PL 10.00 PF 0.0 37 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 38 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 53 0.0 1.380 PL 1.25 PF 0.0 38 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 204 124.3 0.0 68.2 0.0 0.000 TL 7.25 PV Pipe: 54 0.0 2.067 PL 2.50 PF 0.0 204 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 1.1 205 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 55 0.0 1.049 PL 10.00 PF 0.0 39 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 40 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 56 0.0 1.610 PL 8.75 PF 0.0 40 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 206 124.3 0.0 68.2 0.0 0.000 TL 16.75 PV Pipe: 57 0.0 1.380 PL 10.00 PF 0.0 41 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 42 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 58 0.0 1.380 PL 1.25 PF 0.0 42 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 206 124.3 0.0 68.2 0.0 0.000 TL 7.25 PV Pipe: 59 0.0 2.067 PL 2.50 PF 0.0 206 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 1.1 207 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV Pipe: 60 0.0 1.049 PL 10.00 PF 0.0 43 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 44 124.3 0.0 68.2 0.0 0.000 TL 10.00 PV Pipe: 61 0.0 1.610 PL 8.75 PF 0.0 44 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 208 124.3 0.0 68.2 0.0 0.000 TL 16.75 PV Pipe: 62 0.0 1.380 PL 8.00 PF 0.0 45 124.3 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 46 124.3 0.0 68.2 0.0 0.000 TL 8.00 PV Pipe: 63 0.0 1.380 PL 1.25 PF 0.0 46 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 208 124.3 0.0 68.2 0.0 0.000 TL 7.25 PV Pipe: 64 0.0 2.067 PL 2.50 PF 0.0 208 124.3 0.0 68.2 0.0 0.0 120 FTG T PE 1.1 209 121.8 0.0 69.3 0.0 0.000 TL 12.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG END ELEV. NODES (FT) Pipe: 65 47 124.3 48 124.3 Pipe: 66 48 124.3 210 124.3 Pipe: 67 49 124.3 50 124.3 Pipe: 68 50 124.3 210 124.3 Pipe: 69 210 124.3 211 121.8 Pipe: 70 51 124.3 212 124.3 Q (GPM) NOZ. PT DISC. VEL(FPS) (K) (PSI) (GPM) 0.0 68.2 0.0 0.0 68.2 0.0 DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) 0.0 1.049 PL 10.00 PF 0.0 0.0 120 FTG ---- PE 0.0 0.000 TL 10.00 PV 0.0 1.610 PL 8.75 PF 0.0 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 0.0 68.2 0.0 0.000 TL 16.75 PV 0.0 1.380 PL 10.00 PF 0.0 0.0 68.2 0.0 0.0 120 FTG ---- PE 0.0 0.0 68.2 0.0 0.000 TL 10.00 PV 0.0 1.380 PL 1.25 PF 0.0 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 0.0 68.2 0.0 0.000 TL 7.25 PV 0.0 68.2 0.0 0.0 69.3 0.0 0.0 2.067 PL 2.50 PF 0.0 0.0 120 FTG T PE 1.1 0.000 TL 12.50 PV 0.0 1.610 PL 8.75 PF 0.0 0.0 68.2 0.0 0.0 120 FTG T PE 0.0 0.0 68.2 0.0 0.000 TL 16.75 PV Pipe: 71 52 124.3 0.0 212 124.3 0.0 Pipe: 72 212 124.3 213 121.8 Pipe: 73 201 121.8 203 121.8 203 205 205 207 Pipe: 74 121.8 121.8 Pipe: 75 121.8 121.8 Pipe: 76 207 121.8 209 121.8 Pipe: 77 209 121.8 211 121.8 0.0 1.380 PL 68.2 0.0 0.0 120 FTG 68.2 0.0 0.000 TL 1.25 PF 0.0 T PE 0.0 7.25 PV 0.0 2.067 PL 2.50 PF 0.0 0.0 68.2 0.0 0.0 120 FTG T PE 1.1 0.0 69.3 0.0 0.000 TL 12.50 PV 0.0 6.065 PL 10.00 PF 0.0 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 ' 0.0 69.3 0.0 0.000 TL 10.00 PV 0.0 6.065 PL 10.00 PF 0.0 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 0.0 69.3 0.0 0.000 TL 10.00 PV 0.0 6.065 PL 10.00 PF 0.0 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 0.0 69.3 0.0 0.000 TL 10.00 PV 0.0 6.065 PL 10.00 PF 0.0 0_0 69.3 0.0 0.0 120 FTG ---- PE 0.0 0.0 69.3 0.0 0.000 TL 10.00 PV 0.0 6.065 PL 10.00 PF 0.0 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 0.0 69.3 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 0.0 6.065 PL 10.00 PF 0.0 211 121.8 0.0 69.3 0.0 0.0 120 FTG ---- PE 0.0 213 121.8 0.0 69.3 0.0 0.000 TL 10.00 PV Pipe: 79 0.0 6.065 PL 40.00 PF 0.0 213 121.8 0.0 69.3 0.0 0.0 120 FTG ---- EE 0.0 214 121.8 0.0 69.3 0.0 0.000 TL 40.00 PV Pipe: 80 0.0 7.981 PL 31.25 PF 0.0 214 121.8 0.0 69.3 0.0 0.0 120 FTG T PE 0.0 400 121.8 0.0 69.3 0.0 0.000 TL 66.25 PV Pipe: 81 -70.2 1.049 PL 10.00 PF 13.3 53 124.3 16.8 17.5 70.2 26.1 120 FTG ---- PE 0.0 54 124.3 16.8 30.7 93.1 1.328 TL 10.00 PV Pipe: 82 -163.4 1.610 PL 8.75 PF 13.2 54 124.3 16.8 30.7 93.1 25.7 120 FTG T PE 0.0 300 124.3 0.0 43.9 0.0 0.786 TL 16.75 PV Pipe: 83 -65.8 1.380 PL 7.00 PF 2.2 55 124.3 16.8 15.3 65.8 14.1 120 FTG ---- PE 0.0 56 124.3 16.8 17.5 70.3 0.310 TL 7.00 PV Pipe: 84 -136.0 1.380 PL 5.00 PF 5.9 56 124.3 16.8 17.5 70.3 29.2 120 FTG ---- PE 0.0 57 124.3 16.8 23.4 81.3 1.187 TL 5.00 PV Pipe: 85 -217.3 1.380 PL 1.25 PF 20.5 57 124.3 16.8 23.4 81.3 46.6 120 FTG T PE 0.0 300 124.3 0.0 43.9 0.0 2.826 TL 7.25 PV Pipe: 86 -380.7 2.067 PL 2.50 PF 13.9 300 124.3 0.0 43.9 0.0 36.4 120 FTG T PE 1.1 301 121.8 0.0 58.9 0.0 1.114 TL 12.50 PV Pipe: 87 -70.2 1.049 PL 10.00 PF 13.3 58 124.3 16.8 17.5 70.2 26.1 120 FTG ---- PE 0.0 59 124.3 16.8 30.8 93.2 1.329 TL 10.00 PV Pipe: 88 -163.4 1.610 PL 8.75 PF 13.2 59 124.3 16.8 30.8 93.2 25.8 120 FTG T PE 0.0 302 124.3 0.0 44.0 0.0 0.787 TL 16.75 PV Pipe: 89 -65.8 1.380 PL 7.00 PF 2.2 60 124.3 16.8 15.3 65.8 14.1 120 FTG ---- PE 0.0 61 124.3 16.8 17.5 70.3 0.310 TL 7.00 PV Pipe: 90 -136.1 1.380 PL 5.00 PF 5.9 61 124.3 16.8 17.5 70.3 29.2 120 FTG ---- PE 0.0 62 124.3 16.8 23.5 81.4 1.189 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 -217.5 1.380 PL 1.25 PF 20.5 62 124.3 16.8 23.5 81.4 46.6 120 FTG T PE 0.0 302 124.3 0.0 44.0 0.0 2.829 TL 7.25 PV Pipe: 92 -380.9 2.067 PL 2.50 PF 13.9 302 124.3 0.0 44.0 0.0 36.4 120 FTG T PE 1.1 303 121.8 0.0 59.0 0.0 1.115 TL 12.50 PV Pipe:.93 -72.2 1.049 PL 10.00 PF 14.0 63 124.3 16.8 18.4 72.2 26.8 120 FTG ---- PE 0.0 64 124.3 16.8 32.4 95.7 1.397 TL 10.00 PV Pipe: 94 -167.8 1.610 PL 8.75 PF 13.8 64 124.3 16.8 32.4 95.7 26.4 120 FTG T PE 0.0 304 124.3 0.0 46.3 0.0 0.827 TL 16.75 PV Pipe: 95 -86.5 1.380 PL 10.00 PF 5.1 65 124.3 16.8 26.5 86.5 18.6 120 FTG ---- PE 0.0 66 124.3 16.8 31.7 94.5 0.514 TL 10.00 PV Pipe:•96 -181.0 1.380 PL 1.25 PF 14.6 66 124.3 16.8 31.7 94.5 38.8 120 FTG T PE 0.0 304 124.3 0.0 46.3 0.0 2.015 TL 7.25 PV Pipe: 97 -348.8 2.067 PL 2.50 PF 11.8 304 124.3 0.0 46.3 0.0 33.4 120 FTG T PE 1.1 305 121.8 0.0 59.2 0.0 0.948 TL 12.50 PV Pipe: 98 -72.4 1.049 PL 10.00 PF 14.1. 67 124.3 16.8 18.6 72.4 26.9 120 FTG ---- PE 0.0 68 124.3 16.8 32.7 96.0 1.407 TL 10.00 PV Pipe: 99 -168.5 1.610 PL 8.75 PF 13.9 68 124.3 16.8 32.7 96.0 26.5 120 FTG T PE 0.0 306 124.3 0.0 46.6 0.0 0.832 TL 16.75 PV Pipe: 100 -86.8 1.380 PL 10.00 PF 5.2 69 124.3 16.8 26.7 86.8 18.6 120 FTG ---- PE 0.0 70 124.3 16.8 31.9 94.9 0.518 TL 10.00 PV Pipe: 101 -181.7 1.380 PL 1.25 PF 14.7 70 124.3 16.8 31.9 94.9 39.0 120 FTG T PE 0.0 306 124.3 0.0 46.6 0.0 2.029 TL 7.25 PV Pipe: 102 -350.2 2.067 PL 2.50 PF 11.9 306 124.3 0.0 46.6 0.0 33.5 120 FTG T PE 1.1 307 121.8 0.0 59.6 0.0 0.955 TL 12.50 PV Pipe:.103 -63.0 1.380 PL 9.00 PF 2.6 71 124.3 16.8 14.1 63.0 13.5 120 FTG ---- PE 0.0 72 124.3 16.8 16.6 68..5 0.286 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG END ELEV. NODES (FT) Pipe: 104 72 124.3 73 124.3 Q(GPM) NOZ. PT DISC. VEL(FPS) (K) (PSI) (GPM) DIA (IN) HW (C) FL/FT LENGTH (FT) PRESS. SUM. (PSI) -131.5 1.380 PL 8.00 PF 8.9 16.8 16.6 68.5 28.2 120 FTG ---- PE 0.0 16.8 25.6 84.9 1.116 TL 8.00 PV Pipe: 105 73 124.3 16.8 308 124.3 0.0 Pipe: 106 74 124.3 75 124.3 -216.5 1.610 PL 6.25 PF 18.9 25.6 84.9 34.1 120 FTG T PE 0.0 44.4 0.0 1.324 TL 14.25 PV -84.7 1.380 PL 10.00 PF 4.9 16.8 25.4 84.7 18.2 120 FTG ---- PE 0.0 16.8 30.4 92.6 0.494 TL 10.00 PV Pipe: 107 75 124.3 16.8 308 124.3 0.0 Pipe: 108 308 124.3 309 121.8 -177.3 30.4 92.6 38.0 44.4 0.0 1.380 PL 120 FTG 1.939 TL 1.25 PF 14.1 T PE 0.0 7.25 PV -393.8 2.067 PL 2.50 PF 14.8 0.0 44.4 0.0 37.6 120 FTG T PE 1.1 0.0 60.3 0.0 1.186 TL 12.50 PV Pipe: 109 76 124.3 16.8 77 124.3 16.8 Pipe: 110 77 124.3 16.8 310 124.3 0.0 Pipe: 111 78 124.3 16.8 79 124.3 16.8 Pipe: 112 79 124.3 16.8 310 124.3 0.0 Pipe: 113 310 124.3 311 121.8 -73.6 1.049 PL 10.00 PF 14.5 19.2 73.6 27.3 120 FTG ---- PE 0.0 33.7 97.5 1.450 TL 10.00 PV -171.2 1.610 PL 8.75 PF 14.4 33.7 97.5 27.0 120 FTG T PE 0.0 48.1 0.0 0.857 TL 16.75 PV -88.2 1.380 PL 10.00 PF 5.3 27.6 88.2 18.9 120 FTG ---- PE 0.0 32.9 96.4 0.533 TL 10.00 PV -184.6 32.9 96.4 39.6 48.1 0.0 1.380 PL 120 FTG 2.090 TL 1.25 PF 15.1 T PE 0.0 7.25 PV -355.8 2.067 PL 2.50 PF 12.3 0.0 48.1 0.0 34.0 120 FTG T PE 1.1 0.0 61.4 0.0 0.983 TL 12.50 PV Pipe: 114 80 124.3 16.8 312 124.3 0.0 Pipe: 115 312 124.3 313 121.8 Pipe: 116 301 121.8 303 121.8 -122.4 1.380 PL 1.25 PF 7.1 53.1 122.4 26.3 120 FTG T PE 0.0 60.2 0.0 0.977 TL 7.25 PV 0.0 60.2 0.0 - 63.0 -122.4 2.067 PL 2.50 PF 1.7 0.0 11.7 120 FTG T PE 1.1 0.0 0.137 TL 12.50 PV -380.7 6.065 PL 10.00 PF 0.1 0.0 58.9 0.0 4.2 120 FTG ---- PE 0.0 0.0 59.0 0.0 0.006 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG END ELEV. NODES (FT) Pipe: 117 303 121.8 305 121.8 Pipe: 118 305 121.8 307 121.8 Pipe: 119 307 121.8 309 121.8 Pipe: 120 309 121.8 311 121.8 311 313 313 314 314 402 400 401 402 401 401 TOR Pipe: 121 121.8 121.8 Pipe: 122 121.8 121.8 Pipe: 123 121.8 121.8 Pipe: 124 121.8 121.8 Pipe: 125 121.8 121.8 Pipe: 126 121.8 121.8 Pipe: 127 TOR 121.8 BOR 103.0 BOR A A B Pipe: 128 103.0 101.0 NOZ. PT (K) (PSI) 0.0 59.0 0.0 59.2 0.0 59.2 0.0 59.6 0.0 59.6 0.0 60.3 0.0 60.3 0.0 61.4 0.0 61.4 0.0 63.0 0.0 63.0 0.0 64.6 0.0 64.6 0.0 69.0 0.0 69.3 0.0 69.3 0.0 69.0 0.0 69.3 0.0 69.3 0.0 70.1 0.0 70.1 0.0 81.6 0.0 81.6 0.0 83.2 Pipe: 128A 101.0 0.0 95.0 H.S. Q(GPM) DISC. VEL(FPS) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -761.6 6.065 PL 10.00 0.0 8.5 120 FTG 0.0 0.021 TL 10.00 PRESS. SUM. (PSI) PF 0.2 PE 0.0 PV - 1110.4 6.065 PL 10.00 PF 0.4 0.0 12.3 120 FTG ---- PE 0.0 0.0 0.043 TL 10.00 PV -1460.6 6.065 PL 10.00 PF 0.7 0.0 16.2 120 FTG ---- PE 0.0 0.0 0.071 TL 10.00 PV -1854.4 6.065 PL 10.00 PF 1.1 0.0 20.6 120 FTG ---- PE 0.0 0.0 0.110 TL 10.00 PV - 2210.1 6.065 PL 10.00 PF 1.5 0.0 24.5 120 FTG ---- PE 0.0 0.0 0.153 TL 10.00 PV -2332.6 6.065 PL 10.00 PF 1.7 0.0 25.9 120 FTG ---- PE 0.0 0.0 0.169 TL 10.00 PV - 2332.6 7.981 PL 62.25 PF 4.3 0.0 15.0 120 FTG T PE 0.0 0.0 0.044 TL 97.25 PV 0.0 7.981 PL 35.50 PF 0.0 0.0 0.0 120 FTG 5ET PE 0.0 0.0 0.000 TL 160.50 PV -2332.6 0.0 1.5.0 0.0 - 2332.6 0.0 15.0 0.0 7.981 PL 120 FTG 0.044 TL 7.75 PF ---- PE 7.75 PV 7.981 PL 1.25 PF 120 FTG E PE 0.044 TL 19.25 PV 0.3 0.0 0.9 0.0 -2332.6 7.981 PL 20.83 PF 3.3 0.0 15.0 120 FTG EGA PE 8.2 0.0 0.044 TL 73.83 PV - 2332.6 10.020 PL 5.00 PF 0.8 0.0 9.5 120 FTG T PE 0.9 0.0 0.015 TL 55.00 PV -2332.6 10.400 PL 16.00 PF 1.2 83.2 0.0 8.8 140 FTG ET PE 2.6. 87.0 500.0 0.009 TL 131.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 129 -2070.7 10.400 PL 26.00 PF 0.2 B 95.0 H.S. 87.0 500.0 7.8 140 FTG ---- PE 0.0 C 95.0 0.0 87.2 0.0 0.007 TL 26.00 PV Pipe: 130 -1135.4 8.390 PL 95.00 PF 1.1 C 95.0 0.0 87.2 0.0 6.6 140 FTG T PE 0.0 D 95.0 0.0 88.3 0.0 0.007 TL 154.00 PV Pipe: 131 -1135.4 10.400 PL 140.00 PF 0.4 D 95.0 0.0 88.3 0.0 4.3 140 FTG E PE 0.0 BFP1 95.0 0.0 88.7 0.0 0.002 TL 175.00 PV Pipe: 132 FIXED PRESSURE LOSS DEVICE BFP2 95.0 0.0 95.7 0.0 7.0 psi, 1135.4 gpm BFP1 95.0 0.0 88.7 0.0 Pipe: 133 -1135.4 10.400 PL 55.00 PF 0.4 BFP2 95.0 0.0 95.7 0.0 4.3 140 FTG T2G PE -2.2 Si 100.0 0.0 93.9 0.0 0.002 TL 151.00 PV Pipe: 134 -935.2 10.400 PL 605.00 PF 1.3 C 95.0 0.0 87.2 0.0 3.5 140 FTG 2ET PE 0.0 BFP3 95.0 0.0 88.5 0.0 0.002 TL 755.00 PV Pipe: 135 FIXED PRESSURE LOSS DEVICE BFP4 95.0 0.0 95.5 0.0 7.0 psi, 935.2 gpm BFP3 95.0 0.0 88.5 0.0 Pipe: 136 -935.2 10.400 PL 40.00 PF 0.2 BFP4 95.0 0.0 95.5 0.0 3.5 140 FTG T2G PE 0.0 E 95.0 0.0 95.7 0.0 0.002 TL 136.00 PV Pipe: 137 -935.2 12.460 PL 490.00 PF 0.3 E 95.0 0.0 95.7 0.0 2.5 140 FTG ---- PE -2.2 S1 100.0 0.0 93.9 0.0 0.001 TL 490.00 PV Pipe: 138 -761.9 10.400 PL 985.00 PF 1.5 B 95.0 H.S. 87.0 500.0 2.9 140 FTG 5E2T PE 0.0 BFP5 95.0 0.0 88.6 0.0 0.001 TL 1320.00 PV Pipe: 139 FIXED PRESSURE LOSS DEVICE BFP6 95.0 0.0 95.6 0.0 7.0 psi, 761.9 gpm BFP5 95.0 0.0 88.6 0.0 Pipe: 140 -761.9 10.400 PL 60.00 PF 0.2 BFP6 95.0 0.0 95.6 0.0 2.9 140 FTG ET2G PE 0.0 F 95.0 0.0 95.8 0.0 0.001 TL 191.00 PV Pipe: 141 -761.9 12.460 PL 610.00 PF 0.3 F 95.0 0.0 95.8 0.0 2.0 140 FTG ---- PE -2.2 S1 100.0 0.0 93.9 0.0 0.000 TL 610.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 142 -2832.6 12.460 PL 1.00 PF 0.0 S1 100.0 0.0 93.9 0.0 7.5 140 FTG ---- PE 0.0 S 100.0 SRCE 93.9 (N/A) 0.005 TL 1.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.4 computer program under license no. 16031162 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.146 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 46.6 ft/sec at pipe 91. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 101.31 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 'DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 PAGE: D Diameter (in) 8.390 10.400 12.460 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 31.00 59.00 22.00 76.00 20.00 35.00 80.00 26.00 88.00 30.00 44.00 98.00 30•.00 107.00 34.00 in Feet G N GatVly NPTee 7.00 59.00 8.00 80.00 10.00 98.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 . DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY — Tukwila, WA — Area # 3 n, O. a t:71 '.o °' 0 0 0 $.4 N W •c) 0M HN i,43 co N wQJ mN H H a o fsl ro m d 04 w Eu W -.-I !` Z C1 CO CO A 444H o arnon r.Cai 1404 o 7/ %/ 0 c -I N 9-1 0) 0 0 H COLO A < U 4.3 -'i WRS a m 0 0 0 0. 0 0 N V. W CO v' rI CO N H r -I 01:4DU W wrzWC/2v tXrsl--GLm--1 0 O 0 0 0 b • • 1 •• • • • • O _ O 0 0 0 _0 0 O 0 0 CO N 1400 2100 0) 4, 0) E-1 O 4-1 a) ca w00)) 4.3 O oWcci X 0) 0) rt U -,-i .O m 0) a 0) 0 0) 4-) O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 10/2/2014CKGROUNDS\NEW FP FILE\2014-09-08 CAD RELEASE\130512003.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 3 WATER SUPPLY CURVE 144+ 1 132\ \ 1 \ I \ 120+ \ I \ 1 \ 1 \ 108+ \ 1 \0 I \ I \ P 96+ \ R 1 X \ E 1 \ S 1 \ S 84+ \ U 1 \ R 1 \ E I \ 72+ \ ( 1 P 1 \ s I \ I 60+ \ 1 48+ 1 1 36+ 1 1 \ 1 24+ LEGEND 1 " \ 1 X = Required Water Supply 1 93.92 psi @ 2832.6 gpm 12+ " \ 1 0 = Available Water Supply " \ 103.73 psi @ 2832.6 gpm ft * <-5.0 psi @ 6119 gpm Flow Test Point 0++-+---+----+ + + + + + 16002400 3200 4000 4800 5600 6400 7200 FLOW (GPM) + 8000 ARCHER CONSTRUCTION, INC. 785S -S. 206th STREET KENT,WA 98032 HYDRAULIC CALCULATIONS FOR N-1 BUY BUY BABY -SOUTH CENTER PARKWAY TUKWILA, WA. DRAWING NUMBER: REMOTE AREA NUMBER: 2 DATE: OCT 2, 2014 -DESIGN DATA - REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: EXTRA HAZARD DENSITY:.70 gpm/sq. ft. AREA OF APPLICATION: 2600 sq. ft. COVERAGE PER SPRINKLER:100 TYPE OF SPRINKLERS CALCULATED:K-16.8 SSU NUMBER OF SPRINKLERS CALCULATED: 26 sq. ft. *IN -RACK SPRINKLER DEMAND: NA gpm HOSE -STREAM DEMAND:500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 2774.8 FLOW AND PRESSURE (AT CITY): 2774.8 gpm @ 99.7 gpm TYPE OF SYSTEM:WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY -SEE PLANS Source: Test Date: Test By: Location: Static: psi Residual: psi Flow: gpm Source Elevation Relative to Finished Flow Level: INSTALLING CONTRACTOR Name:ARCHER CONSTRUCTION Address: Phone: psi ft. Certification number:ARCHIE*219DR NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION:TUKWILA NOTES: Calculations performed by HASS under license # 16031162 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 - DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 p, IT 0, > > m CrtO 0 }jer 0 . U U N 0 N H 0 i • H }{ • �J N N .'7 d • W p. wet) Gl) 0 . o 0 0 0 N • • • • • 1 5.00 psi Flow: 0 co .0 CL •.a 0 8 / o Z .0 °" 0 a w .� ,/ r) V' H ori m 0 >,CZ /•to a ro • O • > o cCA N 1 1 1 0 0 O O cp CO O CD CD r27 0,rzwcnca0c4w--s1,to•rl-, O co N O O 4J co m O 0 O H L) E 0 0 0 m a 0 d' C.D 4-) -- 30 W k o u 0 N a) U -r1 0 O w O 0 • 0 c� .,i a aI 4 a N o o O ;Z O 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL.• TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 135.0 5.0 6119.0 104.9 2774.8 99.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2774.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2274.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 124.3 2 124.3 3 124.3 4 124.3 5 124.3 6 124.3 7 124.3 8 124.3 9 124.3 10 124.3 11 124.3 12 124.3 13 124.3 14 124.3 15 124.3 16 124.3 17 124.3 18 124.3 19 124.3 20 124.3 21 124.3 22 124.3 23 124.3 24 124.3 25 124.3 26 124.3 27 124.3 K=16.80 28 124.3 K=16.80 29 124.3 K=16.80 30 124.3 K=16.80 31 124.3 K=16.80 32 124.3 K=16.80 33 124.3 K=16.80 34 124.3 K=16.80 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 17.4 30.6 25.0 29.8 17.4 30.6 25.0 29.9 70.0 92.9 84.0 91.8 70.0 92.9 84.0 91.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 . DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 124.3 K=16.80 36 124.3 K=16.80 37 124.3 K=16.80 38 124.3 K=16.80 39 124.3 K=16.80 40 124.3 K=16.80 41 124.3 K=16.80 42 124.3 K=16.80 43 124.3 K=16.80 44 124.3 K=16.80 45 124.3 K=16.80 46 124.3 K=16.80 47 124.3 K=16.80 48 124.3 K=16.80 49 124.3 K=16.80 50 124.3 K=16.80 51 124.3 K=16.80 52 124.3 K=16.80 53 124.3 54 124.3 55 124.3 56 124.3 57 124.3 58 124.3 59 124.3 60 124.3 61 124.3 62 124.3 63 124.3 64 124.3 65 124.3 66 124.3 67 124.3 68 124.3 69 124.3 70 124.3 71 124.3 72 124.3 73 124.3 74 124.3 75 124.3 76 124.3 77 124.3 78 124.3 79 124.3 80 124.3 100 121.8 101 121.8 102 121.8 103 121.8 104 121.8 105 121.8 17.4 30.7 25.1 30.0 17.6 30.9 25.3 30.2 17.7 31.2 26.3 30.3 18.1 31.8 26.0 31.0 46.1 46.6 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 29.9 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 68.7 68.7 68.7 68.7 68.7 68.7 70.1 93.1 84.1 92.0 70.4 93.4 84.4 92.3 70.8 93.9 86.1 92.5 71.4 94.7 85.7 93.6 114.1 114.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 106 121.8 107 121.8 108 121.8 109 121.8 110 121.8 111 121.8 112 121.8 200 124.3 201 121.8 202 124.3 203 121.8 204 124.3 205 121.8 206 124.3 207 121.8 208 124.3 209 121.8 210 124.3 211 121.8 212 124.3 213 121.8 214 121.8 300 124.3 301 121.8 302 124.3 303 121.8 304 124.3 305 121.8 306 124.3 307 121.8 308 124.3 309 121.8 310 124.3 311 121.8 312 124.3 313 121.8 314 121.8 400 121.8 401 121.8 402 121.8 TOR 121.8 BOR 103.0 A 101.0 B 95.0 C 95.0 D 95.0 E 95.0 F 95.0 BFP1 95.0 BFP2 95.0 BFP3 95.0 BFP4 95.0 HOSE STREAM 68.7 68.7 68.7 68.7 68.7 68.7 68.7 43.7 56.0 43.7 56.0 43.8 56.2 44.1 56.6 44.6 57.2 45.4 58.1 52.9 59.4 65.9 74.4 75.5 74.4 75.5 74.4 75.5 74.4 75.5 74.4 75.5 74.4 75.5 74.4 75.5 75.5 68.7 75.5 75.5 76.3 87.5 89.2 92.9 93.1 94.1 101.6 101.6 94.5 101.5 94.3 101.3 500.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) BFP5 95.0 94.4 BFP6 95.0 101.4 S1 100.0 99.7 5 100.0 SOURCE 99.7 2774.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 2 1 124.3 124.3 0.0 67.6 67.6 0.0- 0.0 0.0 A1.250 1.380 10.00 120 0.00 10.00 0.000 Pipe: 2 0.0 0.0 3.50 120 100 121.8 68.7 0.0 A1.250 E: 3.0 9.00 2 124.3 67.6 0.0 1.380 T: 6.0 12.50 0.00-0 Pipe: 3 4 3 Pipe: 4 101 4 124.3 124.3 121.8 124.3 0.0 67.6 67.6 0.0 68.7 67.6 0.0 0.0 0.0 0.0 0.0 0.0 Pipe: 5 0.0 0.0 6 124.3 67.6 0.0 5 124.3 67.6 0.0 Pipe: 6 0.0 102 121.8 68.7 6 124.3 67.6 Pipe: 7 8 7 124.3 124.3 0.0 67. 6 67.6 Pipe: 8 0.0 103 121.8 68.7 8 124.3 67.6 Pipe: 9 10 9 124.3 124.3 Pipe: 10 104 121.8 10 124.3 0.0 67.6 67.6 0.0 68.7 67.6 Pipe: 11 0.0 12 124.3 67.6 11 124.3 67.6 Pipe: 12 0.0 105 121.8 68.7 12 124.3 67.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 10.00 .120 0.0 14 124.3 67.6 0.0 A1.250 0.00 0.0 13 124.3 67.6 0.0 1.380 10.00 0.000 0.0 Pipe: 14 0.0 0.0 106 121.8 68.7 0.0 14 124.3 67.6 0.0 A1.250 E: 3.0 1.380 T: 6.0 Pipe: 15 0.0 0.0 16 124.3 67.6 0.0 A1.250 15 124.3 67.6 0.0 1.380 Pipe: 16 0.0 0.0 107 121.8 68.7 0.0 16 124.3 67.6 0.0 Pipe: 17 . 0.0 0.0 18 124.3 67.6 0.0 17 124.3 67.6 0.0 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 3.50 120 1.1 A1.250 E: 3.0 9.00 -1.1 1.380 T: 6.0 12.50 0.000 0.0 A1.250 1.380 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 Pipe: 18 0.0 0.0 3.50 120 1.1 108 121.8 68.7 0.0 A1.250 E: 3.0 9.00 -1.1 18 124.3 67.6 0.0 1.380 T: 6.0 12.50 0.000 0.0 Pipe: 19 20 124.3 19 124.3 Pipe: 20 109 121.8 20 124.3 0.0 67.6 67.6 0.0 0.0 0.0 A1.250 1.380 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 0.0 0.0 3.50 120 1.1 68.7 0.0 A1.250 E: 3.0 9.00 -1.1 67.6 0.0 . 1.380 T: 6.0 12.50 0.000 0.0 Pipe: 21 0.0 0.0 22 124.3 67.6 0.0 21 124.3 67.6 0.0 Pipe: 22 0.0 0.0 110 121.8 68.7 0.0 22 124.3 67.6 0.0 Pipe: 23 0.0 0.0 24 124.3 67.6 0.0 23 124.3 67.6 0.0 Pipe: 24 0.0 0.0 111 121.8 68.7 0.0 24 124.3 67.6 0.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 Pipe: 25 0.0 0.0 26 124.3 67.6 0.0 A1.250 25 124.3 67.6 0.0 1.380 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 3.50 120 9.00 12.50 0.000 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALLS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 0.0 112 121.8 68.7 0.0 26 124.3 67.6 0.0 Pipe: 27 0.0 101 121.8 68.7 100 121.8 68.7 Pipe: 28 0.0 102 121.8 68.7 101 121.8 68.7 0.0 0.0 0.0 0.0 0.0 0.0 Pipe: 29 0.0 0.0 103 121.8 68.7 0.0 102 121.8 68.7 0.0 Pipe: 30 0.0 104 121.8 68.7 103 121.8 68.7 Pipe: 31 0.0 105 121.8 68.7 104 121.8 68.7 Pipe: 32 106 121.8 105 121.8 Pipe: 33 107 121.8 106 121.8 0.0 68.7 68.7 0.0 68.7 68.7 Pipe: 34 0.0 108 121.8 68.7 107 121.8 68.7 Pipe: 35 109 121.8 108 121.8 0.0 68.7 68.7 Pipe: 36 0.0 110 121.8 68.7 109 121.8 68.7 Pipe: 37 0.0 111 121.8 68.7 110 121.8 68.7 Pipe: 38 0.0 112 121.8 68.7 111 121.8 68.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.50 120 1.1 A1.250 E: 3.0 9.00 -1.1 1.380 T: 6.0 12.50 0.000 0.0 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A4.000 4.026 A6.000 6.065 A6.000 6.065 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 .0.000 10.00 120 0.00 10.00 0.000 10.00. 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALLS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 0.0 39.00 120 400 121.8 68.7 0.0 A6.000 E:14.0 14.00 112 121.8 68.7 0.0 6.065 53.00 0.000 Pipe: 40 16.80 28 124.3 30.6 27 124.3 17.4 Pipe: 41 16.80 200 124.3 43.7 28 124.3 30.6 Pipe: 42 16.80 30 124.3 29.8 29 124.3 25.0. Pipe: 43 200 124.3 30 124.3 16.80 43.7 29.8 70.0 Disch 0.0 70.0 92..9 Disch 70.0 27 162.9 84.0 Disch 0.0 84.0 91.8 Disch 84.0 29 175.7 Pipe: 44 0.0 175.7 30 201 121.8 56.0 162.9 28 200 124.3 43.7 338.6 Pipe: 45 16.80 32 124.3 30.6 31 124.3 17.4 Pipe: 46 202 124.3 32 124.3 Pipe: 47 34 124.3 33 124.3 Pipe: 48 202 124.3 34 124.3 Pipe: 49 203 121.8 202 124.3 Pipe: 50 36 124.3 35 124.3 Pipe: 51 204 124.3 36 124.3 16.80 43.7 30.6 16.80 29.9 25.0 70.0 Disch 0.0 70.0 92.9 Disch 70.0 31 163.0 84.0 Disch 0.0 84.0 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 16.80 91.8 Disch 0.0 43.7 175.8 63 A1.250 T: 6.0 29.9 175.8 1.380 0.0 56.0 43.7 16.80 30.7 17.4 16.80 43.8 30.7 175.8 34 163.0 32 338.8 70.1 Disch 0.0 70.1 93.1 Disch 70.1 35 163.2 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 10.00 120 0.00 10.00 1.321 8.75 120 8.00 16.75 0.782 10.00 120 0.00 10.00 0.486 0.0 0.0 0.0 13.2 0.0 13.2 13.1 0.0 13.1 4.9 0.0 4.9 1.25 120 13.8 6.00 0.0 7.25 1.908 13.8 2.50 120 10.00 12.50 0.897 10.00 120 0.00 10.00 1.322 8.75 120 8.00 16.75 0.783 10.00 120 0.00 10.00 0.487 1.25 120 6.00 7.25 1.909 2.50 120 10.00 12.50 0.898 10.00 120 0.00 10.00 1.326 8.75 120 8.00 16.75 0.785 12.3 -1.1 11.2 13.2 0.0 13.2 13.1 0.0 13.1 4.9 0.0 4.9 13.8 0.0 13.8 12.3 -1.1 11.2 13.3 0.0 13.3 13.2 0.0 13.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 16.80 84.1 Disch 10.00 120 38 124.3 30.0 0.0 A1.250 0.00 37 124.3 25.1 84.1 1.380 10.00 0.488 Pipe: 53 16.80 92.0 Disch 204 124.3 43.8 84.1 37 A1.250 T: 6.0 38 124.3 30.0 176.1 1.380 Pipe: 54 0.0 176.1 38 205 121.8 56.2 163.2 36 204 124.3 43.8 339.3 A2.000 T:10.0 2.067 Pipe: 55 16.80 70.4 Disch 40 124.3 30.9 0.0 A1.000 39 124.3 17.6 70.4 1.049 Pipe: 56 206 124.3 40 124.3 16.80 44.1 30.9 93.4 Disch 70.4 39 163.8 Pipe: 57 16.80 84.4 Disch 42 124.3 30.2 0.0 41 124.3 25.3 84.4 Pipe: 58 16.80 92.3 Disch 206 124.3 44.1 84.4 41 42 124.3 30.2 176.7 Pipe: 59 207 121.8 206 124.3 Pipe: 60 44 124.3 43 124.3 Pipe: 61 208 124.3 44 124.3 0.0 56.6 44.1 16.80 31.2 17.7 16.80 44.6 31.2 Pipe: 62 16.80 46 124.3 30.3 45 124.3 26.3 Pipe: 63 208 124.3 46 124.3 Pipe: 64 209 121.8 208 124.3 16.80 44.6 30.3 0.0 57.2 44.6 176.7 42 163.8 40 340.5 70.8 Disch 0.0 70.8 93.9 Disch 70.8 43 164.6 86.1 Disch 0.0 86.1 92.5 Disch 86.1 45 178.6 178.6 46 164.6 44 343.3 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 4.9 0.0 4.9 1.25 120 13.9 6.00 0.0 7.25 1.915 13.9 2.50 120 12.3 10.00 -1.1 12.50 0.901 11.3 10.00 120 0.00 10.00 1.335 8.75 120 8.00 16.75 0.790 10.00 120 0.00 10.00 0.491 13.3 0.0 13.3 13.2 0.0 13.2 4.9 0.0 4.9 1.25 120 14.0 6.00 0.0 7.25 1.927 14.0 2.50 120 10.00 12.50 0.906 10.00 120 0.00 10.00 1.348 8.75 120 8.00 16.75 0.798 8.00 120 0.00 8.00 0.509 12.4 -1.1 11.3 13.5 0.0 13.5 13.4 0.0 13.4 4.1 0.0 4.1 1.25 120 14.3 6.00 0.0 7.25 1.966 14.3 2.50 120 10.00 12.50 0.920 12.6 -1.1 11.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 16.80 71.4 Disch 10.00 120 13.7 48 124.3 31.8 0.0 A1.000 0.00 0.0 47 124.3 18.1 71.4 1.049 10.00 1.372 13.7 Pipe: 66 16.80 94.7 Disch 210 124.3 45.4 71.4 47 48 124.3 31.8 166.2 Pipe: 67 16.80 50 124.3 31.0 49 124.3 26.0 85.7 Disch 0.0 85.7 Pipe: 68 16.80 93.6 Disch 210 124.3 45.4 85.7 49 50 124.3 31.0 179.3 Pipe: 69 0.0 179.3 50 211 121.8 58.1 166.2 48 210 124.3 45.4 345.4 Pipe: 70 16.80 212 124.3 52.9 51 124.3 46.1 114.1 Disch 0.0 114.1 Pipe: 71 16.80 114.7 Disch 212 124.3 52.9 0.0 52 124.3 46.6 114.7 Pipe: 72 0.0 213 121.8 59.4 212 124.3 52.9 0.0 228.8 228.8 Pipe: 73 0.0 0.0 203 121.8 56.0 338.6 200 201 121.8 56.0 338.6 Pipe: 74 205 121.8 203 121.8 0.0 56.2 56.0 338.6 201 338.8 202 677.4 Pipe: 75 0.0 677.4 203 207 121.8 56.6 339.3 204 205 121.8 56.2 1016.7 Pipe: 76 209 121.8 207 121.8 0.0 1016.7 205 57.2 340.5 206 56.6 1357.2 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.500 T: 8.0 1.610 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A6.000 6.065 A6. 000 6.065 A6.000 6.065 A6.000 6.065 Pipe: 77 0.0 1357.2 207 211 121.8 58.1 343.3 208 A6.000 209 121.8 57.2 1700.5 6.065 8.75 120 8.00 16.75 0.812 10.00 120 0.00 10.00 0.505 1.25 120 6.00 7.25 1.979 13.6 0.0 13.6 5.0 0.0 5.0 14.3 0.0 14.3 2.50 120 12.7 10.00 -1.1 12.50 0.931 11.6 8.75 120 8.00 16.75 0.405 1.25 120 6.00 7.25 0.867 2.50 120 10.00 12.50 0.435 10.00 120 0.00 10.00 0.005 10.00 120 0.00 10.00 0.017 10.00 120 0.00 10.00 0.036 10.00 120 0.00 10.00 0.062 10.00 120 0.00 10.00 0.094 6.8 0.0 6.8 6.3 0.0 6.3 6.5 -1.1 5.4 0.0 0.0 0.0 0.2 0.0 0.2 0.4 0.0 0.4 0.6 0.0 0.6 0.9 0.0 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pt) (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 78 0.0 1700.5 209 213 121.8 59.4 345.4 210 A6.000 211 121.8 58.1 2045.9 6.065 Pipe: 79 0.0 2045.9 211 214 121.8 65.9 228.8 212 213 121.8 59.4 2274.8 Pipe: 80 400 121.8 214 121.8 0.0 68.7 65.9 Pipe: 81 0.0 54 124.3 74.4 53 124.3 74.4 Pipe: 82 0.0 300 124.3 74.4 54 124.3 74.4 Pipe: 83 0.0 56 124.3 74.4 55 124.3 74.4 Pipe: 84 57 124.3 56 124.3 Pipe: 85 300 124.3 57 124.3 0.0 74.4 74.4 0.0 74.4 74.4 Pipe: 86 0.0 301 121.8 75.5 300 124.3 74.4 Pipe: 87 0.0 59 124.3 74.4 58 124.3 74.4 Pipe: 88 302 124.3 59 124.3 0.0 74.4 74.4 Pipe: 89 0.0 61 124.3 74.4 60 124.3 74.4 Pipe: 90 0.0 62 124.3 74.4 61 124.3 74.4 0.0 2274.8 213 2274.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A6.000 6.065 A8.000 T:35.0 7.981 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 1.380 10.00 120 0.00 10.00 0.132 40.00 120 0.00 40.00 0.161 31.25 120 35.00 66.25 0.042 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 7.00 120 0.00 7.00 0.000 5.00 120 0.00 5.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 7.00 120 0.00 7.00 0.000 5.00 120 0.00 5.00 0.000 1.3 0.0 1.3 6.4 0.0 6.4 2.8 0.0 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q)Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 91 0.0 0.0 302 124.3 74.4 0.0 62 124.3 74.4 0.0 Pipe: 92 0.0 0.0 303 121.8 75.5 0.0 302 124.3 74.4 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 93 0.0 0.0 10.00 120 0.0 34 124.3 29.9 0.0 A1.000 0.00 0.0 63 124.3 29.9 0.0 1.049 10.00 0.000 0.0 Pipe: 94 0.0 0.0 304 124.3 74.4 0.0 64 124.3 74.4 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 Pipe: 95 0.0 0.0 10.00 120 0.0 66 124.3 74.4 0.0 A1.250 0.00 0.0 65 124.3 74.4 0.0 1.380 10.00 0.000 0.0 Pipe: 96 0.0 0.0 304 124.3 74.4 0.0 66 124.3 74.4 0.0 Pipe: 97 0.0 0.0 305 121.8 75.5 0.0 304 124.3 74.4 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 98 0.0 0.0 10.00 120 0.0 68 124.3 74.4 0.0 A1.000. 0.00 0.0 67 124.3 74.4 0.0 1.049 10.00 0.000 0.0 Pipe: 99 0.0 0.0 306 124.3 74.4 0.0 68 124.3 74.4 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 Pipe: 100 0.0 0.0 10.00 120 0.0 70 124.3 74.4 0.0 A1.250 0.00 0.0 69 124.3 74.4 0.0 1.380 10.00 0.000 0.0 Pipe: 101 306 124.3 70 124.3 Pipe: 102 307 121.8 306 124.3 0.0 0.0 74.4 0.0 74.4 0.0 0.0 0.0 75.5 0.0 74.4 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 103 0.0 0.0 9.00 120 0.0 72 124.3 74.4 0.0 A1.250 0.00 0.0 71 124.3 74.4 0.0 1.380 9.00 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 104 0.0 0.0 8.00 120 0.0 73 124.3 74.4 0.0 A1.250 0.00 0.0 72 124.3 74.4 0.0 1.380 8.00 0.000 0.0 Pipe: 105 0.0 0.0 6.25 120 0.0 308 124.3 74.4 0.0 A1.500 T: 8.0 8.00 0.0 73 124.3 74.4 0.0 1.610 14.25 0.000 0.0 Pipe: 106 75 124.3 74 124.3 0.0 74.4 74.4 0.0 0.0 0.0 Pipe: 107 0.0 0.0 308 124.3 74.4 0.0 75 124.3 74.4 0.0 Pipe: 108 0.0 0.0 309 121.8 75.5 0.0 308 124.3 74.4 0.0 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 Pipe: 109 0.0 0.0 77 124.3 74.4 0.0 A1.000 76 124.3 74.4 0.0 1.049 Pipe: 110 0.0 0.0 310 124.3 74.4 0.0 77 124.3 74.4 0.0 Pipe: 111 79 124.3 78 124.3 Pipe: 112 310 124.3 79 124.3 0.0 74.4 74.4 0.0 74.4 74.4 0.0 0.0 0.0 0.0 0.0 0.0 Pipe: 113 0.0 0.0 311 121.8 75.5 0.0 310 124.3 74.4 0.0 Pipe: 114 0.0 0.0 312 124.3 74.4 0.0 80 124.3 74.4 0.0 Pipe: 115 0.0 0.0 313 121.8 75.5 0.0 312 124.3 74.4 0.0 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 10.00 120 0.00 10.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 10.00 120 0.00 10.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 Pipe: 116 0.0 0.0 10.00 120 303 121.8 75.5 0.0 A6.000 0.00 301 121.8 75.5 0.0 6.065 10.00 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 117 0.0 305 121.8 75.5 303 121.8 75.5 Pipe: 118 307 121.8 305 121.8 0.0 75.5 75.5 Pipe: 119 0.0 309 121.8 75.5 307 121.8 75.5 Pipe: 120 0.0 311 121.8 75.5 309 121.8 75.5 Pipe: 121 313 121.8 311 121.8 0.0 75.5 75.5 Pipe: 122 0.0 314 121.8 75.5 313 121.8 75.5 Pipe: 123 402 121.8 314 121.8 0.0 75.5 75.5 Pipe: 124 0.0 401 121.8 75.5 400 121.8 68.7 Pipe: 125 0.0 401 121.8 75.5 402 121.8 75.5 Pipe: 126 TOR 121.8 401 121.8 Pipe: 127 BOR 103.0 TOR 121.8 Pipe: 128 A 101.0 BOR 103.0 0.0 76.3 75.5 0.0 87.5 76.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2274.8 214 0.0 112 2274.8 0.0 0.0 0.0 0.0 402 2274.8 400 2274.8 0.0 2274.8 401 2274.8 0.0 0.0 89.2 2274.8 TOR 87.5 2274.8 Pipe: 128A 0.0 0.0 B 95.0 92.9 2274.8 BOR A 101.8 89.2 2274.8 A6.000 6.065 A6.000 6.065 A6.000 6.065 A6.000 6.065 A6.000 6.065 A6.000 6.065 A8.000 T:35.0 7.981 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 62.25 120 35.00 97.25 0.000 35.50 120 A8.000 5E:90.0 125.00 7.981 T:35.0 160.50 0.042 A8.000 7.981 A8.000 E:18.0 7.981 7.75 120 0.00 7.75 0.000 1.25 120 18.00 19.25 0.042 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.8 0.0 6.8 0.0 0.0 0.0 0.8 0.0 0.8 E:18.0 20.83 120 11.3 A8.000 G: 4.0 53.00 -8.2 7.981 A:31.0 73.83 0.042 3.1 A10.00 T:50.0 10.020 5.00 120 50.00 55.00 0.014 16.00 140 D10.00 E:35.0 115.00 10.400 T:80.0 131.00 0.009 1.6 -0.9 0.8 3.7 -2.6 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF ,TOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El .(ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 129 H.S. 500.0 Disch 26.00 140 0.2 C 95.0 93.1 2274.8 A 010.00 0.00 0.0 B 95.0 92.9 2028.4 •10.400 26.00 0.007 0.2 Pipe: 130 0.0 2028.4 B D 95.0 94.1 -916.1 B C 95.0 93.1 1112.3 Pipe: 131 0.0 0.0 BFP1 95.0 94.5 1112.3 C D 95.0 94.1 1112.3 D8.000 T:59.0 8.390 D10.00 E:35.0 10.400 95.00 140 59.00 154.00 0.007 140.00 140 35.00 175.00 0.002 Pipe: 132 0.0 Fixed Pressure Loss Device BFP2 95.0 101.5 1112.3 D 7.0 psi, 1112.3 gpm BFP1 95.0 94.5 1112.3 1.0 0.0 1.0 0.4 0.0 0.4 Pipe: 133 0.0 0.0 55.00 140 1.8 S1 100.0 99.7 1112.3 BFP1 D10.00 T:80.0 96.00 2.2 BFP2 95.0 101.5 1112.3 10.400 2G:16.0 151.00 0.002 0.4 Pipe: 134 0.0 2028.4 B 605.00 140 BFP3 95.0 94.3 -1112.3 B 010.00 2E:70.0 150.00 C 95.0 93.1 916.1 10.400 T:80.0 755.00 0.002 Pipe: 135 0.0 Fixed Pressure Loss Device BFP4 95.0 101.3 916.1 C 7.0 psi, 916.1 gpm BFP3 95.0 94.3 916.1 1.2 0.0 1.2 Pipe: 136 0.0 0.0 40.00 140 0.2 E 95.0 101.6 916.1 BFP3 010.00 T:80.0 96.00 0.0 BFP4 95.0 101.3 916.1 10.400 2G:16.0 136.00 0.002 0.2 Pipe: 137 0.0 0.0 490.00 140 1.8 S1 100.0 99.7 916.1 BFP4 D12.00 0.00 2.2 E 95.0 101.6 916.1 12.460 490.00 0.001 0.3 Pipe: 138 H.S. 500.0 Disch 985.00 140 1.5 BFP5 95.0 94.4 2274.8 A 010.00 5E175.0 335.00 0.0 B 95.0 92.9 746.4 10.400 2T160.0 1320.00 0.001 1.5 Pipe: 139 0.0 Fixed Pressure Loss Device BFP6 95.0 101.4 746.4 B 7.0 psi, 746.4 gpm BFP5 95.0 94.4 746.4 Pipe: 140 0.0 0.0 E:35.0 60.00 140 F 95.0 101.6 746.4 BFP5 D10.00 T:80.0 131.00 BFP6 95.0 101.4 746.4 10.400 2G:16.0 191.00 0.001 Pipe: 141 0.0 0.0 S1 100.0 99.7 746.4 BFP6 012.00 F 95.0 101.6 746.4 12.460 610.00 140 0.00 610.00 0.000 0.2 0.0 0.2 1.9 2.2 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 2 Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 142 Source 746.4 F 1.00 140 0.0 S 100.0 99.7 1112.3 BFP2 D12.00 0.00 0.0 S1 100.0 99.7 2774.8 12.460 1.00 0.005 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 16031162 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.095 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 38.5 ft/sec at pipe 68. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 103.73 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512002.SDF .JOB TITLE: bbBY - Tukwila, WA - Area # 2 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00 EXPIRES 4 / 9 / �S J ARCHER CONSTRUCTION, INC. 7855 S. 206th STREET KENT,WA 98032 HYDRAULIC CALCULATIONS FOR \\ UY BUY BABY SOUTH CENTER PARKWAY TUKWILA, WA. DRAWING NUMBER: REMOTE AREA NUMBER: 1 DATE: OCT 2, 2014 -DESIGN DATA - REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: EXTRA HAZARD DENSITY:.70 gpm/sq. ft. AREA OF APPLICATION: 2600 sq. ft. COVERAGE PER SPRINKLER:100 TYPE OF SPRINKLERS CALCULATED:K-16.8 SSU NUMBER OF SPRINKLERS CALCULATED: 26 sq. ft. *IN -RACK SPRINKLER DEMAND: NA gpm HOSE -STREAM DEMAND:500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 2625.4 gpm FLOW AND PRESSURE (AT CITY): 2625.4 gpm @ 100.7 TYPE OF SYSTEM:WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY -SEE PLANS Source: Test Date: Test By: Location: Static: psi Residual: psi Flow: gpm Source Elevation Relative to Finished Flow Level: INSTALLING CONTRACTOR Name:ARCHER CONSTRUCTION Address: Phone: psi ft. Certification number:ARCHIE*219DR NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION:TUKWILA NOTES: Calculations performed by HASS under license # 16031162 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 - DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 O.' a a O a 0 t�iu) yLC)• UU 7 N Sd N >Ib ON MN am m as W a � Sa 0 0 • -' a•r+ w • 4 a w a W in • --I m •.-1 VD s -i in O >+ W a 5o aGio�ncn � x HI • a 5.00 psi Flow: -,▪ 4 CO 0 O O H Mtn4 z• 4 U a CLI zn » a 3 ri N N O 0 O C 1-1 ri r1 0Q00wwxwmcn0czw-,- O O O 0 0 N • i •i • • • • i i .e/ '• _ o i M i i i Cr) 03 4-4 0) O 4) O H kr Lc-) E 0 41 co 0 H 0 O '> 01 w N 0 3 O W N +) x o 0 _ 0 N 0 V. ca U -' 0 o 0 O 0 �n 0 A 0) o 4 O 0 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 135.0 5.0 6119.0 107.8 2625.4 100.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2625.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2125.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 124.3 K=16.80 17.4 70.0 2 124.3 K=16.80 20.8 76.7 3 124.3 K=16.80 17.4 70.1 4 124.3 K=16.80 20.9 76.8 5 124.3 K=16.80 17.5 70.3 6 124.3 K=16.80 21.0 77.0 7 124.3 K=16.80 17.8 70.9 8 124.3 K=16.80 21.4 77.6 9 124.3 K=16.80 18.3 71.8 10 124.3 K=16.80 21.9 78.6 11 124.3 K=16.80 19.0 73.2 12 124.3 K=16.80 22.7 80.1 13 124.3 K=16.80 20.0 75.1 14 124.3 K=16.80 23.9 82.2 15 124.3 K=16.80 21.4 77.6 16 124.3 K=16.80 25.6 84.9 17 124.3 K=16.80 23.1 80.8 18 124.3 K=16.80 27.7 88.4 19 124.3 K=16.80 25.4 84.7 20 124.3 K=16.80 30.4 92.6 21 124.3 K=16.80 28.3 89.4 22 124.3 K=16.80 33.8 97.6 23 124.3 K=16.80 28.8 90.1 24 124.3 K=16.80 34.3 98.4 25 124.3 K=16.80 29.4 91.0 26 124.3 K=16.80 35.0 99.4 27 124.3 70.2 28 124.3 70.2 29 124.3 70.2 30 124.3 70.2 31 124.3 70.2 32 124.3 70.2 33 124.3 70.2 34 124.3 70.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 124.3 - - - - 70.2 36 124.3 - - - - 70.2 37 124.3 - - - - 70.2 38 124.3 - - - - 70.2 39 124.3 - - - - 70.2 40 124.3 - - - - 70.2 41 124.3 - - - - 70.2 42 124.3 - - - - 70.2 43 124.3 - - - - 70.2 44 124.3 - - - - 70.2 45 124.3 - - - - 70.2 46 124.3 - - - - 70.2 47 124.3 - - - - 70.2 48 124.3 - - - - 70.2 49 124.3 - - - - 70.2 50 124.3 - - - - 70.2 51 124.3 - - - - 70.2. 52 124.3 - - - - 70.2 53 124.3 - - - - 76.2 54 124.3 - - - - 76.2 55 124.3 - - - - 76.2 56 124.3 - - - - 76.2 57 124.3 - - - - 76.2 58 124.3 - - - - 76.2 59 124.3 - - - - 76.2 60 124.3 - - - - 76.2 61 124.3 - - - - 76.2 62 124.3 - - - - 76.2 63 124.3 - - - - 70.2 64 124.3 - - - - 76.2 65 124.3 - - - - 76.2 66 124.3 - - - - 76.2 67 124.3 - - - - 76.2 68 124.3 - - - - 76.2 69 124.3 - - - - 76.2 70 124.3 - - - - 76.2 71 124.3 - - - - 76.2 72 124.3 - - - - 76.2 73 124.3 - - - - 76.2 74 124.3 - - - - 76.2 75 ' 124.3 - - - - 76.2 76 124.3 - - - 76.2 77 124.3 - - - - 76.2 78 124.3 - - - - 76.2 79 124.3 - - - - 76.2 80 124.3 - - - - 76.2 100 121.8 - - - - 39.0 101 121.8 - - - - 39.1 102 121.8 - - - - 39.3 103 121.8 - - - - 39.9 104 121.8 - - - - 40.9 105 121.8 - - - - 42.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 106 121.8 44.4 107 121.8 47.3 108 121.8 51.0 109 121.8 55.7 110 121.8 61.6 111 121.8 62.6 112 121.8 63.8 200 124.3 70.2 201 121.8 71.3 202 124.3 70.2 203 121.8 71.3 204 124.3 70.2 205 121.8 71.3 206 124.3 70.2 207 121.8 71.3 208 124.3 70.2 209 121.8 71.3 210 124.3 70.2 211 121.8 71.3 212 124.3 70.2 213 121.8 71.3 214 121.8 71.3 300 124.3 76.2 301 121.8 77.3 302 124.3 76.2 303 121.8 77.3 304 124.3 - - 76.2 305 121.8 - - - - 77.3 306 124.3 76.2 307 121.8 77.3 308 124.3 76.2 309 121.8 77.3 310 124.3 76.2 311 121.8 77.3 312 124.3 76.2 313 121.8 77.3 314 121.8 77.3 400 121.8 71.3 401 121.8 77.3 402 121.8 77.3 TOR 121.8 78.0 BOR 103.0 88.9 A 101.0 - - - - 90.4 B 95.0 HOSE STREAM 94.0 C 95.0 - - - - 94.2 D 95.0 95.1 E 95.0 102.5 F 95.0 102.6 BFP1 95.0 .- 95.5 BFP2 95.0 102.5 BFP3 95.0 95.3 BFP4 95.0 102.3 500.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) BFP5 95.0 95.4 BFP6 95.0 102.4 S1 100.0 100.6 - - - S 100.0 SOURCE 100.7 2625.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 NFPA PIPE DATA Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 2 1 Pipe: 2 100 2 Pipe: 3 4 3 Pipe: 4 101 4 124.3 124.3 121.8 124.3 124.3 124.3 121.8 124.3 16.80 20.8 17.4 16.80 39.0 20.8 16.80 20.9 17.4 16.80 39.1 20.9 70.0 Disch 0.0 70.0 76.7 Disch 70.0 1 146.7 70.1 Disch 0.0 70.1 76.8 Disch 70.1 3 146.8 A1.250 1.380 10.00 120 0.00 10.00 0.347 3.5. 0.0 3.5 3.50 120 18.1 A1.250 E: 3.0 9.00 -1.1 1.380 T: 6.0 12.50 1.365 17.1 A1.250 1.380 10.00 120 3.5 0.00 0.0 10.00 0.348 3.5 3.50 120 18.2 A1.250 E: 3.0 9.00 -1.1 1.380 T: 6.0 12.50 1.368 17.1 Pipe: 5 16.80 70.3 Disch 10.00 120 3.5 6 124.3 21.0 0.0 A1.250 0.00 0.0 5 124.3 17.5 70.3 1.380 10.00 0.350 3.5 Pipe: 6 16.80 77.0 Disch 3.50 120 18.3 102 121.8 39.3 70.3 5 A1.250 E: 3.0 9.00 -1.1 6 124.3 21.0 147.4 1.380 T: 6.0 12.50 1.377 17.2 Pipe: 7 16.80 70.9 Disch 10.00 120 3.6 8 124.3 21.4 0.0 A1.250 0.00 0.0 7 124.3 17.8 70.9 1.380 10.00 0.355 3.6 Pipe: 8 16.80 77.6 Disch 3.50 120 18.5 103 121.8 39.9 70.9 7 A1.250 E: 3.0 9.00 -1.1 8 124.3 21.4 148.5 1.380 T: 6.0 12.50 1.397 17.5 Pipe: 9 16.80 71.8 Disch 10.00 120 3.6 10 124.3 21.9 0.0 A1.250 0.00 0.0 9 124.3 18.3 71.8 1.380 10.00 0.364 3.6 Pipe: 10 16.80 78.6 Disch 3.50 120 19.0 104 121.8 40.9 71.8 9 A1.250 E: 3.0 9.00 -1.1 10 124.3 21.9 150.4 1.380 T: 6.0 12.50 1.430 17.9 Pipe: 11 16.80 73.2 Disch 10.00 120 3.8 12 124.3 22.7 0.0 A1.250 0.00 0.0 11 124.3 19.0 73.2 1.380 10.00 0.377 3.8 Pipe: 12 16.80 80.1 Disch 3.50 120 19.6 105 121.8 42.3 73.2 11 A1.250 E: 3.0 9.00 -1.1 12 124.3 22.7 153.3 1.380 T: 6.0 12.50 1.482 18.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 16.80 75.1 Disch 10.00 120 4.0 14 124.3 23.9 0.0 A1.250 0.00 0.0 13 124.3 20.0 75.1 1.380 10.00 0.396 4.0 Pipe: 14 16.80 82.2 Disch 3.50 120 20.5 106 121.8 44.4 75.1 13 A1.250 E: 3.0 9.00 -1.1 14 124.3 23.9 157.3 1.380 T: 6.0 12.50 1.554 19.4 Pipe: 15 16.80 77.6 Disch 10.00 120 4.2 16 124.3 25.6 0.0 A1.250 0.00 0.0 15 124.3 21.4 77.6 1.380 10.00 0.421 4.2 Pipe: 16 16.80 84.9 Disch 3.50 120 21.7 107 121.8 47.3 77.6 15 A1.250 E: 3.0 9.00 -1.1 16 124.3 25.6 162.6 1.380 T: 6.0 12.50 1.651 20.6 Pipe: 17 16.80 80.8 Disch 10.00 120 4.5 18 124.3 27.7 0.0 A1.250 0.00 0.0 17 124.3 23.1 80.8 1.380 10.00 0.453 4.5 Pipe: 18 16.80 88.4 Disch 3.50 120 108 121.8 51.0 80.8 17 A1.250 E: 3.0 9.00 18 124.3 27.7 169.2 1.380 T: 6.0 12.50 1.778 Pipe: 19 16.80 84.7 Disch 20 124.3 30.4 0.0 A1.250 19 124.3 25.4 84.7 1.380 Pipe: 20 109 121.8 20 124.3 16.80 55.7 30.4 92.6 Disch 84.7 19 177.3 A1.250 E: 3.0 1.380 T: 6.0 10.00 120 0.00 10.00 0.494 3.50 120 9.00 12.50 1.939 Pipe: 21 16.80 89.4 Disch 10.00 120 22 124.3 33.8 0.0 A1.250 0.00 21 124.3 28.3 89.4 1.380 10.00 0.546 Pipe: 22 16.80 97.6 Disch 3.50 120 110 121.8 61.6 89.4 21 A1.250 E: 3.0 9.00 22 124.3 33.8 187.0 1.380 T: 6.0 12.50 2.139 Pipe: 23 24 124.3 23 124.3 Pipe: 24 111 121.8 24 124.3 16.80 34.3 28.8 16.80 62.6 34.3 90.1 Disch 0.0 90.1 98.4 Disch 90.1 23 188.6 A1.250 1.380 A1.250 E: 3.0 1.380 T: 6.0 10.00 120 0.00 10.00 0.554 23.3 -1.1 22.2 4.9 0.0 4.9 25.3 - 1.1 24.2 5.5 0.0 5.5 27.8 - 1.1 26.7 5.5 0.0 5.5 3.50 120 28.2 9.00 -1.1 12.50 2.173 27.2 Pipe: 25 16.80 91.0 Disch 10.00 120 26 124.3 35.0 - 0.0 A1.250 0.00 25 124.3 29.4 91.0 1.380 10.00 0.565 5.6 0.0 5.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 16.80 99.4 Disch 3.50 120 28.7 112 121.8 63.8 91.0 25 A1.250 E: 3.0 9.00 -1.1 26 124.3 35.0 190.4 1.380 T: 6.0 12.50 2.213 27.7 Pipe: 27 0.0 0.0 101 121.8 39.1 146.7 2 A4.000 100 121.8 39.0 146.7 4.026 Pipe: 28 102 121.8 101 121.8 0.0 39.3 39.1 146.7 100 146.8 4 293.5 A4.000 4.026 10.00 120 0.00 10.00 0.007 10.00 120 0.00 10.00 0.027 Pipe: 29 0.0 293.5 101 10.00 120 103 121.8 39.9 147.4 6 A4.000 0.00 102 121.8 39.3 440.9 4.026 10.00 0.057 Pipe: 30 0.0 440.9 102 10.00 120 104 121.8 40.9 148.5 8 A4.000 0.00, 103 121.8 39.9 589.4 4.026 10.00 0.097 Pipe: 31 105 121.8 104 121.8 0.0 42.3 40.9 589.4 103 150.4 10 739.8 A4.000 4.026 10.00 120 0.00 10.00 0.148 Pipe: 32 0.0 739.8 104 10.00 120 106 121.8 44.4 153.3 12 A4.000 0.00 105 121.8 42.3 893.1 4.026 10.00 0.210 Pipe: 33 0.0 893.1 105 10.00 120 107 121.8 47.3 157.3 14 A4.000 0.00 106 121.8 44.4 1050.4 4.026 10.00 0.283 Pipe: 34 108 121.8 107 121.8 Pipe: 35 109 121.8 108 121.8 0.0 51.0 47.3 1050.4 106 162.6 16 1213.0 0.0 1213.0 107 55.7 169.2 18 51.0 1382.2 Pipe: 36 0.0 1382.2 108 110 121.8 61.6 177.3 20 109 121.8 55.7 1559.5 A4.000 4.026 A4.000 4.026 A4.000 4.026 Pipe: 37 0.0 1559.5 109 111 121.8 62.6 187.0 22 A6.000 110 121.8 61.6 1746.5 6.065 Pipe: 38 0.0 1746.5 110 112 121.8 63.8 188.6 24 111 121.8 62.6 1935.0 A6.000 6.065 10.00 120 0.00 10.00 0.370 10.00 120 0.00 10.00 0.471 10.00 120 0.00 10.00 0.589 10.00 120 0.00 10.00 0.099 10.00 120 0.00 10.00 0.119 0.1 0.0 0.1 0.3 0.0 0.3 0.6 0.0 0.6 1.0 0.0 1.0 1.5 0.0 1.5 2.1 0.0 2.1 2.8 0.0 2.8 3.7 0.0 3.7 4.7 0.0 4.7 5.9 0.0 5.9 1.0 0.0 1.0 1.2 0.0 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add FI Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 1935.0 111 400 121.8 71.3 190.4 26 112 121.8 63.8 2125.5 A6.000 E:14.0 6.065 39.00 120 7.5 14.00 0.0 - 53.00 0.142 7.5 Pipe: 40 0.0 0.0 10.00 120 0.0 28 124.3 70.2 0.0 A1.000 0.00 0.0 27 124.3 70.2 0.0 1.049 10.00 0.000 0.0 Pipe: 41 0.0 0.0 200 124.3 70.2 0.0 28 124.3 70.2 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 Pipe: 42 0.0 0.0 10.00 120 0.0 30 124.3 70.2 0.0 A1.250 0.00 0.0 29 124.3 70.2 0.0 1.380 10.00 0.000 0.0 Pipe: 43 0.0 0.0 200 124.3 70.2 0.0 30 124.3 70.2 0.0 Pipe: 44 201 121.8 200 124.3 0.0 0.0 71.3 0.0 70.2 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 45 0.0 0.0 10.00 120 0.0 32 124.3 70.2 0.0 A1.000 0.00 0.0 31 124.3 70.2 0.0 1.049 10.00 0.000 0.0 Pipe: 46 0.0 0.0 202 124.3 70.2 0.0 32 124.3 70.2 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 Pipe: 47 0.0 0.0 10.00 120 0.0 34 124.3 70.2 0.0 A1.250 0.00 0.0 33 124.3 70.2 0.0 1.380 10.00 0.000 0.0 Pipe: 48 0.0 0.0 202 124.3 70.2 0.0 34 124.3 70.2 0.0 Pipe: 49 0.0 0.0 203 121.8 71.3 0.0 202 124.3 70.2 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 50 0.0 0.0 10.00 120 0.0 36 124.3 70.2 0.0 A1.000 0.00 0.0 35 124.3 70.2 0.0 1.049 10.00 0.000 0.0 Pipe: 51 0.0 0.0 204 124.3 70.2 0.0 36 124.3 70.2 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAIILIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 0.0 0.0 10.00 120 0.0 38 124.3 70.2 0.0 A1.250 0.00 0.0 37 124.3 70.2 0.0 1.380 10.00 0.000 0.0 Pipe: 53 0.0 0.0 1.25 120 204 124.3 70.2 0.0 A1.250 T: 6.0 6.00 38 124.3 70.2 0.0 1.380 7.25 0.000 Pipe: 54 0.0 0.0 205 121.8 71.3 0.0 204 124.3 70.2 0.0 Pipe: 55 0.0 0.0 40 124.3 70.2 0.0 39 124.3 70.2 0.0 Pipe: 56 206 124.3 40 124.3 Pipe: 57 42 124.3 41 124.3 0.0 70.2 70.2 0.0 70.2 70.2 Pipe: 58 0.0 206 124.3 70.2 42 124.3 70.2 Pipe: 59 207 121.8 206 124.3 0.0 71.3 70.2 Pipe: 60 0.0 44 124.3 70.2 43 124.3 70.2 Pipe: 61 208 124.3 44 124.3 0.0 70.2 70.2 Pipe: 62 0.0 46 124.3 70.2 45 124.3 70.2 Pipe: 63 208 124.3 46 124.3 Pipe: 64 209 121.8 208 124.3 0.0 70.2 70.2 0.0 71.3 70.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 2.50 120 10.00 12.50 0.000 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 10.00 120 0.00 10.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 A2.000 T:10.0 10.00 2.067 12.50 0.000 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 8.00 120 0.00 8.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 0.0 0.0 10.00 120 0.0 48 124.3 70.2 0.0 A1.000 0.00 0.0 47 124.3 70.2 0.0 1.049 10.00 0.000 0.0 Pipe: 66 210 124.3 48 124.3 Pipe: 67 50 124.3 49 124.3 0.0 0.0 70.2 0.0 70.2 0.0 0.0 0.0 70.2 0.0 70.2 0.0 Pipe: 68 0.0 0.0 210 124.3 70.2 0.0 50 124.3 70.2 0.0 Pipe: 69 0.0 0.0 211 121.8 71.3 0.0 210 124.3 70.2 0.0 Pipe: 70 212 124.3 51 124.3 0.0 0.0 70.2 0.0 70.2 0.0 Pipe: 71 0.0 0.0 212 124.3 70.2 0.0 52 124.3 70.2 0.0 Pipe: 72 213 121.8 212 124.3 Pipe: 73 203 121.8 201 121.8 Pipe: 74 205 121.8 203 121.8 0.0 0.0 71.3 0.0 70.2 0.0 0.0 0.0 71.3 0.0 71.3 0.0 0.0 0.0 71.3 0.0 71.3 0.0 Pipe: 75 0.0 0.0 207 121.8 71.3 0.0 205 121.8 71.3 0.0 Pipe: 76 209 121.8 207 121.8 Pipe: 77 211 121.8 209 121.8 0.0 0.0 71.3 0.0 71.3 0.0 0.0 0.0 71.3 0.0 71.3 0.0 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.500 T: 8.0 1.610 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A6.000 6.065 A6.000 6.065 A6.000 6.065 A6.000 6.065 A6.000 6.065 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 10.00 12.0 0.0 0.00 0.0 10.00 0.000 0.0 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: htBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add Fi Add Fi To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 10.00 120 0.0 213 121.8 71.3 0.0 A6.000 0.00 0.0 211 121.8 71.3 0.0 6.065 10.00 0.000 0.0 Pipe: 79 0.0 0.0 40.00 120 0.0 214 121.8 71.3 0.0 A6.000 0.00 0.0 213 121.8 71.3 0.0 6.065 40.00 0.000 0.0 Pipe: 80 400 121.8 214 121.8 0.0 71.3 71.3 0.0 0.0 0.0 Pipe: 81 0.0 0.0 54 124.3 76.2 0.0 53 124.3 76.2 0.0 Pipe: 82 300 124.3 54 124.3 0.0 76.2 76.2 Pipe: 83 0.0 56 124.3 76.2 55 124.3 76.2 Pipe: 84 0.0 57 124.3 76.2 56 124.3 76.2 Pipe: 85 0.0 300 124.3 76.2 57 124.3 76.2 Pipe: 86 301 121.8 300 124.3 Pipe: 87 59 124.3 58 124.3 0.0 77.3 76.2 0.0 76.2 76.2 Pipe: 88 0.0 302 124.3 76.2 59 124.3 76.2 Pipe: 89 0.0 61 124.3 76.2 60 124.3 76.2 Pipe: 90 62 124.3 61 124.3 0.0 76.2 76.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A8.000 T:35.0 7.981 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 1.380 31.25 120 35.00 66.25 0.000 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 7.00 120 0.00 7.00 0.000 5.00 120 0.00 5.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 7.00 120 0.00 7.00 0.000 5.00 120 0.00 5.00 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 .DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila,. WA - Area # 1 Pipe Tag K-fac . Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 91 0.0 0.0 302 124.3 76.2 0.0 62 124.3 76.2 0.0 Pipe: 92 0.0 0.0 303 121.8 77.3 0.0 302 124.3 76.2 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 93 0.0 0.0 10.00 120 0.0 34 124.3 70.2 0.0 A1.000 0.00 0.0 63 124.3 70.2 0.0 1.049 10.00 0.000 0.0 Pipe: 94 0.0 0.0 304 124.3 76.2 0.0 64 124.3 76.2 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 Pipe: 95 0.0 0.0 10.00 120 0.0 66 124.3 76.2 0.0 A1.250 0.00 0.0 65 124.3 76.2 0.0 1.380 10.00 0.000 0.0 Pipe: 96 0.0 0.0 304 124.3 76.2 0.0 66 124.3 76.2 0.0 Pipe: 97 0.0 0.0 305 121.8 -77.3 0.0 304 124.3 76.2 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 98 0.0 0.0 10.00 120 0.0 68 124.3 76.2 0.0 A1.000 0.00 0.0 67 124.3 76.2 0.0 1.049 10.00 0.000 0.0 Pipe: 99 0.0 0.0 306 124.3 76.2 0.0 68 124.3 76.2 0.0 A1.500 T: 8.0 1.610 8.75 120 0.0 8.00 0.0 16.75 0.000 0.0 Pipe: 100 0.0 0.0 10.00 120 0.0 70 124.3 76.2 0.0 A1.250 0.00 0.0 69 124.3 76.2 0.0 1.380 10.00 0.000 0.0 Pipe: 101 306 124.3 70 124.3 Pipe: 102 307 121.8 306 124.3 0.0 0.0 76.2 0.0 76.2 0.0 0.0 0.0 77.3 0.0 76.2 0.0 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 1.25 120 0.0 6.00 0.0 7.25 0.000 0.0 2.50 120 1.1 10.00 -1.1 12.50 0.000 0.0 Pipe: 103 0.0 0.0 9.00 120 0.0 72 124.3 76.2 0.0 A1.250 0.00 0.0 71 124.3 76.2 0.0 1.380 9.00 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 104 0.0 0.0 73 124.3 76.2 0.0 A1.250 72 124.3 76.2 0.0 1.380 Pipe: 105 0.0 0.0 308 124.3 76.2 0.0 73 124.3 76.2 0.0 Pipe: 106 0.0 75 124.3 76.2 74 124.3 76.2 0.0 0.0 0.0 Pipe: 107 0.0 0.0 308 124.3 76.2 0.0 75 124.3 76.2 0.0 Pipe: 108 0.0 0.0 309 121.8 77.3 0.0 308 124.3 76.2 0.0 Pipe: 109 77 124.3 76 124.3 Pipe: 110 310 124.3 77 124.3 Pipe: 111 79 124.3 78 124.3 Pipe: 112 310 124.3 79 124.3 0.0 76.2 76.2 0.0 76.2 76.2 0.0 76.2 76.2 0.0 76.2 76.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pipe: 113 0.0 0.0 311 121.8 77.3 0.0 310 124.3 76.2 0.0 Pipe: 114 0.0 312 124.3 76.2 80 124.3 76.2 0.0 0.0 0.0 Pipe: 115 0.0 0.0 313 121.8 77.3 0.0 312 124.3 76.2 0.0 Pipe: 116 303 121.8 301 121.8 0.0 77.3 77.3 0.0 0.0 0.0 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.000 1.049 A1.500 T: 8.0 1.610 A1.250 1.380 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A1.250 T: 6.0 1.380 A2.000 T:10.0 2.067 A6.000 6.065 8.00 120 0.00 8.00 0.000 6.25 120 8.00 14.25 0.000 10.00 120 0.00 10.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00. 12.50 0.000 10.00 120 0.00 10.00 0.000 8.75 120 8.00 16.75 0.000 10.00 120 0.00 10.00 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 1.25 120 6.00 7.25 0.000 2.50 120 10.00 12.50 0.000 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 117 0.0 0.0 305 121.8 77.3 0.0 A6.000 303 121.8 77.3 0.0 6.065 Pipe: 118 0.0 0.0 307 121.8 77.3 0.0 A6.000 305 121.8 77.3 0.0 6.065 Pipe: 119 0.0 0.0 309 121.8 77.3 0.0 A6.000 307 121.8 77.3 0.0 6.065 Pipe: 120 0.0 0.0 311 121.8 77.3 0.0 A6.000 309 121.8 77.3 0.0 6.065 Pipe: 121 0.0 0.0 313 121.8 77.3 0.0 A6.000 311 121.8 77.3 0.0 6.065 Pipe: 122 0.0 0.0 314 121.8 77.3 0.0 A6.000 313 121.8 77.3 0.0 6.065 Pipe: 123 402 121.8 314 121.8 Pipe: 124 401 121.8 400 121.8 Pipe: 125 401 121.8 402 121.8 0.0 77.3 77.3 0.0 77.3 71.3 0.0 77.3 77.3 0.0 0.0 0.0 0.0 214 2125.5 112 2125.5 0.0 0.0 0.0 A8.000 T:35.0 7.981 A8.000 5E:90.0 7.981 T:35.0 A8.000 7.981 10.00 120 0.00 10.00 0.000 10.00 120 0.00 10.00 0.000 0.0 0.0 0.0 0.0 0.0 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 10.00 120 0.0 0.00 0.0 10.00 0.000 0.0 62.25 120 0.0 35.00 0.0 97.25 0.000 0.0 35.50 120 6.0 125.00 0.0 160.50 0.037 6.0 7.75 120 0.0 0.00 0.0 7.75 0.000 0.0 Pipe: 126 0.0 0.0 402 1.25 120 0.7 TOR 121.8 78.0 2125.5 400 A8.000 E:18.0 18.00 0.0 401 121.8 77.3 2125.5 7.981 19.25 0.037 0.7 Pipe: 127 0.0 0.0 E:18.0 20.83 120 10.9 BOR 103.0 88.9 2125.5 401 A8.000 G: 4.0 53.00 -8.2 TOR 121.8 78.0 2125.5 7.981 A:31.0 73.83 0.037 2.8 Pipe: 128 0.0 0.0 5.00 120 1.5 A 101.0 90.4 2125.5 TOR A10.00 T:50.0 50.00 -0.9 BOR 103.0 88.9 2125.5 10.020 55.00 0.012 0.7 Pipe: 128A 0.0 0.0 16.00 140 B 95.0 94.0 2125.5 BOR D10.00 E:35.0 115.00 A 101.0 90.4 2125.5 10.400 T:80.0 131.00 0.008 3.6 -2.6 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 129 H.S. 500.0 Disch 26.00 140 0.2 C 95.0 94.2 2125.5 A D10.00 0.00 0.0 B 95.0 94.0 1919.3 10.400 26.00 0.006 0.2 Pipe: 130 0.0 1919.3 B D 95.0 95.1 -866.8 B C 95.0 94.2 1052.4 Pipe: 131 0.0 0.0 BFP1 95.0 95.5 1052.4 C D 95.0 95.1 1052.4 D8.000 T:59.0 8.390 D10.00 E:35.0 10.400 95.00 140 0.9 59.00 0.0 154.00 0.006 0.9 140.00 140 0.4 35.00 0.0 175.00 0.002 0.4 Pipe: 132 0.0 Fixed Pressure Loss Device BFP2 95.0 102.5 1052.4 D 7.0 psi, 1052.4 gpm BFP1 95.0 95.5 1052.4 Pipe: 133. 0.0 0.0 55.00 140 S1 100.0 100.6 1052.4 BFP1 D10.00 T:80.0 96.00 BFP2 95.0 102.5 1052.4 10.400 2G:16.0 151.00 0.002 Pipe: 134 0.0 1919.3 B 605.00 140 BFP3 95.0 95.3 -1052.4 B D10.00 2E:70.0 150.00 C 95.0 94.2 866.8 10.400 T:80.0 755.00 0.001 Pipe: 135 0.0 Fixed Pressure Loss Device BFP4 95.0 102.3 866.8 C 7.0 psi, 866.8 gpm BFP3 95.0 95.3 866.8 1.8 2.2 0.3 Pipe: 136 0.0 0.0 40.00 140 0.2 E 95.0 102.5 866.8 BFP3 D10.00 T:80.0 96.00 0.0 BFP4 95.0 102.3 866.8 10.400 2G:16.0 136.00 0.001 0.2 Pipe: 137 0.0 0.0 490.00 140 S1 100.0 100.6 866.8 BFP4 D12.00 0.00 E 95.0 102.5 866.8 12.460 490.00 0.001 1.9 2.2 0.3 Pipe: 138 H.S. 500.0 Disch 985.00 140 1.3 BFP5 95.0 95.4 2125.5 A D10.00 5E175.0 335.00 0.0 B 95.0 94.0 706.2 10.400 2T160.0 1320.00 0.001 1.3 Pipe: 139 0.0 Fixed Pressure Loss Device BFP6 95.0 102.4 706.2 B 7.0 psi, 706.2 gpm BFP5 95.0 95.4 706.2 Pipe: 140 0.0 0.0 E:35.0 60.00 140 0.2 F 95.0 102.6 706.2 BFP5 D10.00 T:80.0 131.00 0.0 BFP6 95.0 102.4 706.2 10.400 2G:16.0 191.00 0.001 0.2 Pipe: 141 0.0 0.0 610.00 140 S1 100.0 100.6 706.2 BFP6 D12.00 0.00 F 95.0 102.6 706.2 12.460 610.00 0.000 1.9 2.2 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF 'JOB TITLE: bbBY - Tukwila, WA - Area # 1 Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 142 Source 706.2 F 1.00 140 0.0 S 100.0 100.7 1052.4 BFP2 D12.00 0.00 0.0 S1 100.0 100.6 2625.4 12.460 1.00 0.005 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 16031162 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.200 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 40.8 ft/sec at pipe 26. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 106.35 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 10/2/2014 FILE\2014-09-08 CAD RELEASE\HYDRAULIC CALCS\130512001.SDF 'JOB TITLE: bbBY - Tukwila, WA - Area # 1 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00 Tot -Brace Seismic Calculations Project Address: buybuy Baby 110 -11474•Southcenter Parkway Tukwila, WA Job = S14-113 ARCHER CONSTRUCTION, IN' 7822 S. 306TH STREET KENT. WA 253-872-7222 ARCHEIt219DR Calculations based on 2013 NFPA Pamphlet *13 C010213-Une I @yr= Brace Information Tolco Brace Components Maximum Spacing 32' 2A" (9.83 m) Maximum Brace Length T 0" (2.13 m) Bracing Material 1" Sch,40 Angle from Vertical 45' Min. Least Rad. of Gyration 042" (11 mm) LIR Value 200 Max Horizontal Load 1310 Ibs (594 kg) Force Factor (Cp) 06 Fastener Information Fastener Orientation Maximum Load Diameter NFPA Type E 620 Ibs (281 kg) 3/4in. Length 5-1/2in. Type Through -Bolt Tolco Component Fig. Number F ig.1001 Clamp Fig. 980 UriversaI Si,Vivel COSH PD) Adjusted Load 1425 lbs (646 kg) 1424 Ebs (646 kg) "Calcuiaaon Based on CONCENTRIC Loading *Please Nate: These calculators are for Taboo components only. Use of any other components voids these celculs3ons and the frsting of the assembly. Assembly Detail TOLCO FIG. UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 FAST CLAMP STEEL PIPE LATERAL BRACE Brace identification on Plans 1. Orientation of Brace Braced Pipe: 6" Sch.10 Steel Pipe Load Information Lateral Size and ij►pe of Pipe,1 �1q 3. AE�e Total Length Total Calculated Load 6" Sch_10Steel Pipe (152.4 mm) f �Q► , 01 11,.i,'1.�, 32_y5}t (9.8 m) 446 lbs (202 kg) 1.25" Sch.10 Steel Pipe (31.75 mm) SSV a i 44ft (13.4 m) 671bs (30 kg) i.,% 326v6: % '' E EXPIRES 4/9/k' Percentage added for Fillings and Sprinklers (15% 77 lbs (34.93 kg) Total Adjusted Load of all pipe within Zone of Influence 589 lbs (267 kg) cre4Brr. Limper.. 71 To[ -Brace Seismic Calculations ARCHER CONSTRUCTION, IN; Project Address: buybuy Baby 7822 S. 306TH STREET __ TENT. WA 8 -Line 4Southcenter Parkway !�TOLCQ 253-872-7222 Tukwila, WA ARCHH" 219DR Job .4 S14-113 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length ! 0" (2.13 m) Fig.1001 Clamp 1425 lbs (646 kg) Bracing Material r Sch.40 Fig. 960 Universal Swivel (OSHPD) 1424 Ibs (646 kg) Angle from Vertical 45' Min. •CalcuIa ion Eased on CONCENTRIC Losdina *Please Least Rad. Gyration 0.42' (11 mrrt Note These calculations are forTalco components ony. Use of any other components voids these calcuradon5 and the isting of the assembly: of LIR Value 200 Assembly Detail Max Horizontal Load 1310 Ibs (594 k9) TOLCO FIG. • =•1 UNIVERSAL SWAY BRACE Force Factor (Cp) 0.6 ATTACHMENT 41 0 STEEL PIPE LATERAL BRACE Fastener Information Fastener Orientation NFPA Type E04400p Maximum Load 420 Ibs (191 kg) Diameter Lf�i n. TOL FAST . 1001 CLAMP Length 54/2in. Type La • Screw Brace identification on Plans 2 Orientation of Brace Lateral Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and type of Pipe 4" Sch.10 Steel Pipe (101.6 mm) 1.25 Sch.10 Steel Pipe (31/5 mm) :FA"?. 4;:s- 0 lyt Total Length 40/1(12.2 m) 44tt (13.4 m) Percentage added for Fittings and Sprinklems Total Calculated Load 283 lbs (128 kg) 67 lbs (30 kg) 52 lbs (23.59 kg) Total Adjusted Load of all pipe within Zone of Influence 402 lbs (182 kg) (TobBrace Version 71 Tol-Brace Seismic Calculations ARCHER CONSTRUCTION, IN' Address: buybuy Baby 7822 5 306TH STREET Total Calculated Load OSAProject 11 ' KENT. WA 13-LineeTOLCO outhcenter Parkway 20ft (6.1 m) 253-872-7222 Tukwila WA ARCHII*219DR Job *S14-113 Calculations based on 2013 NFPA Pamphlet *I 3 Brace Information Tolco Brace Components Maximum Spacing 20' 0" (6.1 m) Toleo Component Fig. Number Adjusted Load Maximum Brace Length T 0" (2.13 m) FigAA Camp 1425 lbs (646 kg) Bracing Material r Sch.40 Fig. 980 Uriversal Swivel (OSHPD) 1424 Is (646 kg) Angle from Vertical 5" Min. 'Calculsion Eased on CONCENTRIC Loading 'Please Q 42°other Note: These calculators are for Torr components on.jr. Use of any components •raids these calcula ons and the fisting of the assembly. (11 rnm Least Rad. of Gyration ) L!R Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) FOLIOi tNYERSAL SWAY BRACE ATTACNNENT 7YP Force Factor (Cp) 0.6 ."Al STEEL PIPE LATERAL BRACE Fastener Information Orientation NFPA Type E Ak.Fastener TOLCO FIG. 4A �. Maximum Load 570 lbs (259 kg) PIPE CLAMP FOR SWAY BRACING r�-_ % _ Diameter 518in. _ ° Length 6-1/2in. Type Lag -Screw Brace identification on Plans A Orientation of Brace Longiasdinal Braced Pipe: 8" Sch.10 Steel Pipe Load Information Size and Type of Pipe RA Total Length Total Calculated Load S" Sch.10 Steel Pipe (2032 rnrn) 4 wAS 20ft (6.1 m) 481 lbs (218 kg) Iti ., i a4., .74,'P4,c3266v4,' ~ ���'1®NAL S FXPIRFS 4/Q/15'17 Percentage added for f=ittings and Sprinklers ' 115% 72 lbs (32.66 kg) Total Adjusted Load of all pipe within Zone of Influence 553 lbs (251 kg) {%I -Brace Version 7} ToI-Brace Seismic Calculations ARCHER CONSTRUCTION. IN' Project Address: buybuy Baby 7872 S. 306TH STREET Total Length ,ENT, WA Men B -Line outhcenter Parkway 1 eTOLCO 253-872-7222 Tukwila, WA ARCHEIt219OR Job* 514-113 Calculations based on 2013 NFPA Pamphlet $13 Brace information Tolco Brace Components Maximum Spacing 20' 0" (6.1 mi Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.1001 Clamp 1425 Ibs (646 kg) Bracing Material 1" Sch.40 Fig. 980 Uriversal Swivel (OSHPD) 1424 Ibs (646 kg) Angle from Vertical 45' Min.'Calculxion Based on CONCENTRIC Lod 'Please Taco ' .Yore: These Toru are for components only_ Use of any other components voids these calcuisions and the ung of the assembly_ Least Rad. of Gyration 0.42(11 mm) Total Adjusted Load of all pipe within Zone of influence LIR Value 200 Assembly Detail Max Horizontal Load 1310 Ibs (594 log) TOLCO FIG. .:4 UNIVERSAL SWAY BRACE Force Factor (Cp) 0.6 ATTACHMENT • STEEL PIPE LATERAL BRACE V Fastener Information Fastener Orientation NFPA Type E Y ���i Maximum Load 570 Ibs (259 kg) Illire 4. Diameter 5+'$in. TOLCO FIG. 1001 � FAST CLAMP Length 6-1Jin. .4 Type Lag -Screw Brace Identification on Plans 3 Orientation of Brace Later -al Braced Pipe: 8" Sch.10 steel Pipe Load Information Size and lype of Pipe A. BAF Total Length Total Calculated Load 8" &h.1© Steel Pipe (2032 mm) A A sj ' 2011(6.f m) 481 lbs (218 kg) 40 ,4v, 7t,®46+. ¢ ; gotlC, 3266: ^Y 4 A .g EXPIRES 4 / 9 / lc- 1 Percentage added for Fillings and Sprinklers 115% 72 lbs (3266 kg) Total Adjusted Load of all pipe within Zone of influence 553 lbs (251 kg) rrol-Brace Version 7t • Tol-Brace Seismic Calculations Project Address: buybuy Baby 6" Sch_10 Steel Pipe (152.4 mm) 4 v WAS, 9 3011(9.1 m) ARCHER CONSTRUCTION, IN' 7822 S. 306TH STREET KENT. WA B -Line 253-872-7222 ARCHEI'219DR on 2013 NFPA Pamphletti3 eTOLCO V1(PvJ(e #-Southcenter Parkway Tukwila, WA i EXPIRES 4 / 4 / ! Percentage added for Fillings and Sprinldeis Job *514-113 Calculations based Brace Information 477 lbs (216 kg} Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Fig.4A Clamp 1425 lbs (646 kg) Fig. 980 Universal Swivel ;OSHPD) 1424 €bs (646 kg) 'Calculation Based on CONCENTRIC Loading "Plesse ,Note: These windstorm are for Toico components only. Usse of any others ponents voids these calculations and the meting of the assembly. ` 0" (2.13 m) 1" 56.40 45' Alin. 0.42" mm) (11 Assembly TOSCO YIG. UMIVERRACE ATFACHMEITBT STEEL LATERAL Trxao nG. 4A PIPE CLAMP FOR SWAY BRACING f — _. BRACE Y� Detail ACE TTP. AI PIPE / __._1 200 1310 lbs (594 kg) 0.6 Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type E 550 lbs (249 kg) 5/Bin. 5-112in. Lag -Screw Brace identification on Plans 3 Orientation of Brace Long'iatdinal Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and 'Type of Pipe�• BAR Total Length Total Calculated Load 6" Sch_10 Steel Pipe (152.4 mm) 4 v WAS, 9 3011(9.1 m) 415 lbs (188 kg) G, it041 *IP 32668 t,s,, ®STS Vic; NAL i EXPIRES 4 / 4 / ! Percentage added for Fillings and Sprinldeis 115% 62 lbs (28.12 kg) Total Adjusted Load of all pipe within Zone of Influence 477 lbs (216 kg} 1To1-Brace Version 7! Tol-Brace Seismic Calculations ARCHER CONSTRUCTION, IN Address: buybuy Baby 7822 S. 306TH STREET Total Length MgtProject 1�� KENT, WA B -Line @TOW Sauthcenter Parkway 60ft (18.3 m) 253-872-7222 Tukwila, WA ARCHEI'219DR Job # 534-113 Calculations based on 2013 NFPA Pamphlet .4.113 Brace Information Tolco Brace Components Maximum Spacing 60' 0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length f 0" (2.13 m) FigAA Oarnp 1423 its (646 kg) Bracing Material 1" Sch.40 19.980 Universal Swivel (OSHPD) 1424 lbs (646 kg) Angie from Vertical 45' Kn. "Caloula3on Based on CONCENTRIC Loading 'Please NODE These calculations are for Woo components ornly. Use of any componens voids these calculations and the 1 ling of the assembly. 0.42"other Least Rad. of Gyration (11 mm ) LIR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. • UNIVERASAJL►CtiF1E BRACE Force Factor (CO 0.6 STEEL PIPE LATERAL BRACE Fastener Information 41 Fastener Orientation NFPA Type E TOLCo FTG. 4A Lei Maximum Load 550 Ibs (249 kg) PIPE CLAMP FOR SWAY BRACING f Diameter 5/8in. - —� Lett 5-1/2in. Type Lag -Screw Brace identification on Plans c _Orientation of Brace Longitudinal Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe +, .- 3. BAz` Total Length Total Calculated Load 4" Sdt10 Steel Pipe (101.6 mm) �,yV � i A 60ft (18.3 m) 424 lbs (192 kg) Js Car yam.., .ikO� 32668 % ' 'l{ r EXPIRES 4 / 9 /) 5" ' Percentage added for Fillings and Sprinklers (1S% 64 lbs (29.03 kg) Total Adjusted Load of all pipe within Zone of influence 488 lbs (221 kg) 6Tol-Brace Version 71 FELE E J. 0 CE(L7r 1LA�FF d A // ifWi•. M -1 cC WO VIErM \-t' E1,\J 1 %ZX ---- EXISTING- MAtN .. 21-9 AFf-; FX 13 T rf z L BACK OF STC_) R E REL 53P '/ . i5 1?)RA,5 M61) F = 1 PROJECT ADDRESS CITY MICHAELS TUKWILA 17686 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SCALE: 1/4" = 1 FT. TITLE: FIRE SPRINKLER TENANT IMPROVEMENT COI FIRE PROTECTION INC. DRAWN: BRIAN SCHULZE DATE: 12/14/05 10910 - 117 TH PLACE N.E. KIRKLAND, WASHINGTON 98033 206-827-9654 FAX: 206-827-7474 LICENSE NO. COSCOFP110NM DRAWING NO. 25KD-5776 SHEET NO. SK -01 ACCEPTED Without Comments 0 As Noted In Red 0 Per The Attached Letter These plans have '. ii.i-r. ,,o,Hi by The Tukwila Fire Prevention Bur -65i i 4i,ii.-- .-. -. •--: ,.,..,..-ti-=, with current city standards. Acc,a;.,a,r,c,:. :t: .3,..., .. -: u errors and omissions whicr: ',.1.-i ri,,i .,.,..' . ,,'!,:.- violations of adopted !i standards aria c, -..,,,3:-:,i..,-.,. r. responsibility for the :fli adequacy oi i,ii, i ‘ iit i-it,.::i -, -,.-. iii with the designer. Additions, i.ii,:i-...,iin cr , -,-.:v.,,, :.-ri:: rt., these drawings after this date wilt v,); i (10.';jeCt-.4,T...,ice and will require a resubmittal of re sed drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: )-- /LI - ° C. By: .) I 1 ILIKWILA FIRE DEPARTMENt Please call: 57544074 3 .1 1 and give this job No. 0 and exact address for shut* down or restoration aborovet; ;4,4' • 1,! e 1 43 /7)i7//2Z////,//////J '///////iii/ 1 r//////////////////////////////i///////////4 RCM • .04 SWIPE 20 222410010204044442202204 MR -KED STORAGE ANALYSIS: 200.21 .202/00.491164 26.29102 ammo', 32010.64.2101422(.11.1120404445124,20 020,02424.250:50,44.0120.9 0041.02001222210020 WM.% MSS 02221001 10.2014015702404 04424202.2214 IPSO, 0200,070481411622 .42702.224001824240200CUPAIIMICS mcg architecture I MIME 0MM1.11 Xi Yr; rata. Rile MWS Se et DES.. NOTE ChlEIXL5i 224 C04444424141021(24TCNFORP22202472122222 0.490,23 vc.37..333,0733.mvusor.vmous //l/ v//////////////////// /////////e/ • 24 20 52004412.20220.01.9. 4212.0.0.214062.42. 120.22111121.24900202011t2122.4202221.0.01.00402 TO 1418 022120020 2.1100/4120120.12412.2404414142110402120 MORO. 12.2220.00.410024292200054021122.20342922.2874424 144992220424122,4420200.0.2420122 2122021202122420001042422 CNIEGOK1010£0404206402,0010.22 1245/24E02420142360 1.402442904222022.2044241.044012,105160. 39 4C 201414422242001.04/4 n HIGH PILED STORAGE PLAN 2411, 122 042/4210131.22.1,.21EPREMO 90242212402/1824021/3020 12.122 OVERAI,A2.0 ...110013,2602242022141.4 SPWNgm DESIGN ORRERY, 24416014220242,0002 0240.22200022.4.24029021 2210,12.20114712021/0001111011202111012.40002.0020044421.04442 OOP, 022021222021.222021WAS20420144 0214122122.15001080, 01242/0440.4.208,421 2.70426C1012.; 1,200040050,0.24£ aa,.remmea.altaa a .3a,~.a,ea 45 tW,RN®•0,2.DaTaeFOR Ra /D214041101204 .0204141294312402.4262189022 211.20 -51/"OKE. Na i 'RRL sE 14-C Al)L..wD14&L ZOo,Z !v Z,5O/-rz,ob0 iS P I.� 1CCS 5SteL5 .,72 CODEtONSULTana.D>c. BUY BUY BABY 85UNIO LIBERTY07083AVENUE !" REVISION 1 08-0614 CONSTRUCTION ISSUE 08-12-14 DID DOCUMENTS 07-01-14 =TENANT EW 000814 No. TDesuip n Date 13283u...6 WBS WBS AS INDICATED 0603,4 130512 05.000 HIGH PILED STORAGE PIAN HPS1.0 Fit C'n. RECEIVED FEB 13 2015 TUKWILA FIRE GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST 8E MARKED FPL, FPLR, CI OR FPLP, 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OFA QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM- FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 48" ABOVE FINISHED FLOOR. 5) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL 8E CLASS "8" IN CONFIGURATION. P864071ON & DEL.UGE ALARM SYSTEMS SHALL 8E CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72, 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH,IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS ON CEILINGS MUST BE NO MORE THAN 10 FROM A WALL AND/OR NO MORE THAN 3G FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) 60 SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER, 15) NO HEAT DETECTOR SHALL 8E LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL 8E LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ETC.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" 70 ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED 8Y ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRETESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS, FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST 8E USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS, THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA, FIRE ALARM SYMBOL LEGEND SYMBOL OTY DESCRIPTION MODEL# BACKBOX/DIMENSIONS ii 2 REMOTE BOOSTER POWER SUPPLY BPS6A (6.5AMP) 88810(10AMP) 13"L X 17"H X3.375'2 100191 1 SYNCHRONIZATION OUTPUT MODULE SIGA-CClS 2 1/2" DEEP 2.GANG BOX W/ COVER CR 3 CONTROL RELAY MODULE SIGA-CR 21/2" 1 -GANG BOX W/ COVER ® 8 SINGLE INPUT MODULE SIGA.CT1 2 112' 10ANG BOX W/ COVER O 4 MANUAL PULL STATION SIGA278 21/2"DEEP 1 0565 BOX Q 51 PHOTOELECTRIC SMOKE DETECTOR 51062 -PS SIGA-SB 4" OCTAGON 80X, 1 112" DEEP YY N• 5 9TROBE GC -VM 4" SO BOX 21/8'DEEP CEILING MOUNTED yam( 4 STROBE - HI G H OUTPUT CANDELA GC.VMH 4" SO BOX 21/8` DEEP CEILING MOUNTED YY }}''��(( 5 HORN/STROBE GC -800M 4" SO BOX 21/8"DEEP CEILING MOUNTED 11 9 HORN/STROBE- HIGH OUPUT CANDELA GC-HOVMH 4"80 BOX 21/8" DEEP CEILING MOUNTED 0 N/A CONVENTIONAL DUCT DETECTOR BY OTHERS BY OTHERS O N/A ELECTRICAL JUNCTION 804 BY OTHERS 8Y OTHERS CABLE LEGEND: ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLIANCE WITH CURRENT RELEVANT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES'. • LABEL ALL ZONE WIRES WITH ZONE NUMBER TAG AND DESCRIPTION. ` LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. ' LABEL ALL NETWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. ` VERIFY WITH OWNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. `VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. Lem Ory Open Wiring Cable Type Conduit Winng 06610ype 9111 Function A 1 Parr FPL(6)Red/Bik Black/Orange TFN 16 Zone C 1 Palr FPL(P) Red/Bik Red/Blue THHN 14 Horn/Strode D 2 Parr FPL(P) Red/5(5 Retl/Blue THHN 14 Horn / Strobe Loop P 1 Parr FPL(P) Red/Bik Red/Black THHN 14 24VDC Power 3 1 Pair Twisted FPL(P) Red(Blk Red/Yellow 16 Signature Data Line BUY BUY BABY T.I. @ PARKWAY SUPER CENTER 1-7-574—SOUTH CENTER PARKWAY /14.0 TUKWILA, WA 98188 MOUNTING HEIGHTS: CSSFS SF 3'(MIN) �ien t 1pnESCEN n EDGE SHEOTE 0, TeEionO FSE DE MP CSII rt.,— DOCUMENTATION AVAILABLE TO CONVERGINT TECHNOLOGIES DOCUMENTATION: MCG ARCHITECTURE DRAWING SHEETS: FA1.0 DRAWING DATE: 8-12-14 FINAL DONE \ oEZEr,r a 3. P.,.,,,,,o - r, HESE WIDTH EaE — WIDTH , LESS 3 t2" MAX 5 DATE J 0 ISSUED FOR PERMIT APPLIANCES IN SW RESS OE crew 80" 96' MIN MAX 66. APE FACP MASSE TIC HOMER FIRS QAC. ae Niw5, 6' ASS, STATION MA*w O A ./..1% 41/ IG HO DEPICT DEVICE INS ON, MEZZANINE — BUY BUY BABY SCALE: 1/8"=1'-0" LOON I SUPERVISORY SIGNAL TO SECURITY PANEL (EOL 47K) TROUBLE SIGNAL TO SECURITY PANEL (EOL 47K) ALARM SIGNAL TO SECURITY PANEL (EOL 47K) /-2C NIA —21 75cd EOL(15K) N18-1 • 177cd EOL(15K) N1A-3 177cd EOL(15K) N1 A-4 177cd EOL(15K) CTt CORROSION MONITORING oai`----- (EOL 47K) CT1 'N 8.0051 Le-uJ E 1ST FLOOR — BUY BUY BABY T.I. SCALE: 1/8"=16-0" ❑ Without Come ;ants As N+_reo in Red ❑ Per The Attacrlew Letter 0;2Rs haSSO'ar:- : /e, a.Med by The Tukwila Fire tion Burea, "ee suBrormancf: Hint, current City Acce -zo - s:iojoct to errors and rs W iCi1 T? ..:.,crsize violations Of adopted i'Inusas and c 5... reapons1A111Cy for the _- 'icy of di _..,caiiiy with the designer, s re s to tries,.... drawings after i«J rT„_ Jcceptonc-e and will require a of rc°/Is;; d-awings fOr subsequent approve;. ,:' accepance is suo,pct to field test' and inspection by Tukwila Are Prevention Bureau. Date: %; ” i ) By: 1 -1--. S I ajt Ehs breake, 6,414 ela..p oh d 1;ems PS/PA- I�1�;w+, dem:ces 'b S. Po,1,4. S441,054.1k ho} 41ve.L d09.4.10'5,6,.0 /Sno1L •�.�.•e�t{i• /8s/$l( iu`:sir L Fir; t.'>`• T 1EINT fleoon 1,17 ond C,ivw'e tr]1s.Fi a Fit No. End} Octwit '7-',"/L/ co nt AK T I EC - • • ES S 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 "Phis document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. DOCUMENTATION AVAILABLE TO CONVERGINT TECHNOLOGIES DOCUMENTATION: MCG ARCHITECTURE DRAWING SHEETS: FA1.0 DRAWING DATE: 8-12-14 FINAL DONE REVIEW BY: NOTTCF A cor plot , Tukwila Fir t~ I* ..r est CeTi r ^red to t-2 ,,r to CCf r L r e REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 11-9-14 DRAWN BY: CHRIS C. PROJECT ENGINEER: JAY B. PROJECT MANAGER: DAV+2 J. JOB NUMBER: 30( -FN -2694 SCALE: v8"=1'-0" DATE: BUY BUY BABY T.I. @ PARKWAY SUPER CENTER 1-7-574—SOUTH CENTER PARKWAY /14.0 TUKWILA, WA 98188 1ST FLOOR FIRE ALARM SYSTEM DRAWING: FA -1-1 PAID bri)i -_ 5 014 '7-',"/L/ 0 a us u, CC m m w m m m O O o m m N t~r� rN W m O O Z 2 2¢ 2 O 0 m m ¢ ¢ ¢ N r9 0 0 0== y co -0 = _ = 9 9 H Part Description: x 2 > • >> x x x 2 S N Part # cos cos cos cos cos 0a (2 o 0 o N Current (mA) o o > N o 0 i o 0 0 0 o Circuit # 1 2 N1 A-1 2 NIA -2 N1A-3 2 N1A-4 N1A-AUX Description 1st Floor - Buy Buy Baby T.I. - Horns/Strobes 1st Floor - Buy Buy Baby T.I. - Horns/Strobes 1st Floor - Buy Buy Baby T.I. - Horns/Strobes 1st Floor - Buy Buy Baby T.1. - Horns/Strobes Spare Total: 5 0 2 1 2 2 0 5 0 Total Current Draw for Nac #1A - Capacity Used - 2 6 N1B-1 2 N1B-2 6 N1B-3 N1 B-4 N1B-AUX Total: 0 1 2 0 0 1 2 1 12 1st Floor - Buy Buy Baby T.I. - Horns/Strobes 1st Floor - Buy Buy Baby T.I. - Horns/Strobes lst Floor - Buy Buy Baby T.I. - Duct Detectors Spare Spare Total Current Draw for Nac #2A - Capacity Used - Current Distance Voltage (Amps) (Feet) Drop 0.709 390 1.396 1.053 290 1.542 1.065 310 1.667 1.263 350 2.232 0.000 0.000 4.090 62.923% 2.304 230 2.676 0.901 260 1.183 0.810 490 2.004 0.000 0.000 0.000 0.000 4.015 61.769% NAC1A PANEL BATTERY CALCULATIONS Project Name: Buy Buy BabyT.l. Project Number: 301 -FN -D694 Power Supply Model #: BPS6A Location: Cabinet A Total Standby Current Required = Total Standby: 0.0700 Total Alarm: 4.3600 0.0700 Time(Hoursl 24 6800 Total Alarm Current Required = 4.3600 ime (Minutest 0.0833 0.3632 Total Standby & Current = I 2.0432 20'/ Depletion Factor= I 0.4086 Total Amp/Hour Required = 2.4518 Total Amp/Hour Batteries Required = 1 7.0000 Standby Total Standby Alarm Total Alarm Oty Part Number Description Current (A) IAl Current (Al 101 POWER SUPPLY 1 BPS6A NAC PANEL 0.0700 0.0700 0.2700 0.2700 GENESIS STROBE - CEILING MOUNTED 5 GC -VM lScd STROBE 0.00001 0.0000 0.0740 0.3700 2 GC-VMH 177cd STROBE 0.0000 0.0000 0.4290 0.8580 GENESIS HORN -STROBE - CEILING MOUNTED 1 GC-HDVM 15cd HORN -STROBE 2 GC-HDVM 2 GC-HDVM 5 GC-HDVMH 30cd HORN -STROBE 75cd HORN -STROBE 177cd HORN -STROBE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0910 0.1240 0.2190 0.4170 0.0910 0.2480 0.4380 2.0850 NAC1B PANEL BATTERY CALCULATIONS Project Name: Buy Buy Baby T.I. Project Number: 301 -FN -D694 Power Supply Model #: BPS6A Location: Cabinet A Total Standby Current Required = Total Standby: 0.2660 Total Alarm: 3.0550 0.2660 TimelHourst 24 6.3 Total Alarm Current Required = 3.0550 Time (Minutes( 0.0833 0.2545 Total Standby & Current = I 6.6385 2056 Depletion Factor =l 1.3277 Total Amp/Hour Required = I 7.9662 Total Amp/Hour Batteries Required = 10.0000 Standby Total Standby Alarm Total Alarm O_yt Part Number Description Current (A1 !A1 Current (Al IA1 POWER SUPPLY 1 BPS6A 2 NAC PANEL NAC CIRCUIT SET TO AUX GENESIS STROBE - CEILING MOUNTED 1 GC-VMH 115cd STROBE 2 GC-VMH 177cd STROBE GENESIS HORN -STROBE - CEILING MOUNTED 1 GC-HDVM 75cd HORN -STROBE 2 GC-HDVMH I15cd HORN -STROBE 1 GC-HDVMH 177cd HORN -STROBE 0.0700 0.0700 0.2700 0.2700 0.0350 0.0700 0.0000 0.0000 0.0000 0.0000 0.3030 0.3030 0.0000 0.0000 0.4290 0.8580 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2190 0.2990 0.4170 0.2190 0.5980 0.4170 SYSTEM SENSOR SMOKE DETECTORS 6 D4120 DUCT SMOKE DETECTOR 0.0210 0.1260 0.0650 0.3900 3.375" (8.6 CM) 3.50"(8.9CM) � 0 56 w 0 0 13.00 (33.02 CM) TOP VIEW 0 0 13.00 (33.02 CM) a 7.00" (17.78 CM) FRONT VIEW ALL KNOCKOUTS FOR 3/4" CONDUIT (1.9 CM) 3.50" (8.9 CM) b 0 0 56 0 m 12OVAC, 60 HZ 15A DEDICATED BRANCH CKT. ROUTE AC POWER THROUGH THESE KNOCKOUTS ONLY NAC #1_ NAC 62+ BOOSTER POWER SUPPLY MAIN BOARD V 200mA AUX v -A TO NEXT GENESIS DEVICE OR END -OF -LINE RESISTOR ■ L1 TO NEXT GENESIS DEVICE OR _ END -OF -LINE RESISTOR 24VDC 24VDC 12V, TAN SICA-CC3(S) HORN/STROBE CONTROL W/ SYNC 8 7 6 5 4 3 2 1 ro FACP ADDRESSABLE LOOP TO NEXT ADDRESSABLE DEVICE ON THE FIELD. 0 BPS6A - (REMOTE BOOSTER POWER SUPPLY) W/ SIGA-CC1S & 24VDC SCALE: 6061E 13.00 (33.02 CM) 3.375" (8.6 CM) 3.50" (8.9 CM) 17.00" (43.2 CM) 56 > 0 N 0 0 0 TOP VIEW 13.00 (33.02 CM) 17.00" (43.2 CM) 7.00" (17.78 CM) -d FRONT VIEW ALL KNOCKOUTS FOR 3/4" CONDUIT (1.9 CM) 3.50" (8.9 CM) 0 0 56 Lu W 0 Ln 120VAC, 60 HZ 150 DEDICATED BRANCH CKT. ROUTE AC POWER THROUGH THESE KNOCKOUTS ONLY NAC 61 MAC #2 BOOSTER POWER SUPPLY MAIN BOARD NAC 64+ TO NEXT GENESIS DEVICE OR END -OF -LINE RESISTOR TO NEXT GENESIS DEVICE OR - END -OF -UNE RESISTOR 200mA AUX ■ TO NEXT GENESIS DEVICE OR END -OF -LINE RESISTOR ■ + + L1 + TO NEXT GENESIS DEVICE OR END -OF -LINE RESISTOR 120. TAN 12V, "MN .90/1-CCI(S) HORN/STROBE CONTROL W/ SYNC oDaD CP r0 FACP ADDRESSABLE LOOP S TO NEXT ADDRESSABLE DEVICE ON THE FIELD. 0 BPS6A - (REMOTE BOOSTER POWER SUPPLY) W/ SIGA-CC1S SCALE: NONE 4' SQUARE WIRING BOX (E C -SUPPLIED SIGA 5B -I easE DETEGTO1 DETECTOR MOUNT BASE T04" SQUARE STANDARD ELECTRICAL BOX I Li, DEEP. TAMPER -RESIST LEVER ARM PER OFF ON BASE) MOUNT EST SIGA SERIES MODULES GAWTCTO60DSAAL i/2"DMP ELECTHICAL BX EE GTN INALS WILL ACCEPT AMAWG WIRE COMPATIBLE ELECTRICAL 800 TAMPERELESIST MEG0AN OSM FROM FACP DATA OR PREVIOUS DEVICE DA TO NEXT DEVICE WALL PLATE, WHITE/� (1 GANG) FROM FACP DATA M( OR PREVIOUS (DATA IN( DEVICE TB2 TB NO C N SIGA-CR 1111111.111111111 TO SECURITY PANEL DA A OUT( TO NEXT 0 TA OUT() DEVICE MOUNT l00 CT1)012, s SERIES a 00E 0)00 MODULES SIGH-WTM TO STANDARD SINGLE GANG ,-2" DEEP ELECTRICAL BOX. TERMINALS WILL ACCEPT loam* WIRE. /COMPATIBLE ELECTRICAL BOX WALL PLATE, WHITE (1 GANG) FROM FACP OR PREVIOUS DEVICE DATA IN( ATA IN Tat TB1 TYP. N0. INITIATING DEVICE SIGA-CT1 0 0 ATA OUT( TO NEXT DATA OUT(-) DEVICE SIGA2-PS (PHOTO ELECTRIC SMOKE DETECTOR) SCALE: NONE talk SIGA-CR (CONTROL RELAY MODULE - SYSTEM INTERFACE) SCALE- NONE glink SIGA-CT1 (SINGLE INPUT MODULE) SCALE. NONE STD 4 SQ. ELECTRICAL BOX To next device or end of line device STD. 4 SQ. ELECTRICAL BOX To next device !00 or end of line device GC -VM & GC-VMH (GENESIS CEILING STROBE) mrytov SCALE : NONEtultiviv GC-HDVM & GC-HDVMH (GENESIS CEILING HORN/STROBE) SCALE NONE ..,,,----,----i 0 ji,„,„vi., ,„„ nt , 4.. TEC -In 9 SES 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT IL9-16 DRAWN BY: CHRIS C. PROJECT ENGINEER: JAY 5. PROJECT MANAGER: DAVID J. JOB NUMBER: 3o' -FN -D694. SCALE: NTS DATE: BUY BUY BABY T.I. @ PARKWAY SUPER CENTER 17574 SOUTH CENTER PARKWAY TU KW I LA, WA 98188 DEVICE DETAILS & CALCULATIONS FIRE ALARM SYSTEM DRAWING: FA -4-1 -1T (E)u_-1 (-SPRINKLER RISER RELOCATE (E) HEADS TO HERE 7 .' ! 30 0 10. 0 GENERAL NOTES L CC E} {SD0 125 II LI 1. DESIGN AND INSTALLATION SHALL CONFORM TO NEPA PAMPHLET i3 AND CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL DE NEW AND U.L. APPROVED. 3. PIPE: ALL PIPE 1 IM" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL. ALL 1.I26 1 l /2° AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4. EIT0NGS: ALL FITTINGS (SCREWED MO GROOVED) AND GROOVED COUPLINGS TO BE DUCTILE IRON. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS fROM PAINT IS BY OTHERS. G. ALL ELECTRICAL WIRING AND CON 0IUT TO BE PROVIDED AND INSTALLED BY OTHERS. 7. NOT USED B. OWNER 15 RESPONSIBLE TO ASSURE THAT STRUCTURE AS TT 15 SHOWN CN THE CONTRACT DRAWINGS CAN ADECUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOA05. NO AUXILUARY DEVICES OR ATTACHMENTS SHALL Be PROVIDED BY CASCADE ALARM TO SUPPUMEN7 THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 9. CASCADE ALARM ASSUMES NO RESPONS1BIUT', EITHER EXPRESSED CR IMPLIED. FOR THE CONDITION. PERFORMANCE OR CURRENT CODE COMPLIANCE CP THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON 5TE EXCEPT POR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 10. NOT USED 1 1. ALL DIMENSIONS ARE TO CENTERLINE OF 2I2E. 12. DOTTED UNESDENOTEEX351ING RPE. 13. SYMSOOL5/ABR2VIAI0ONS: MD —x J�- DENOTES CENTER UNE OF SPRINKLER PIPE APP. ED- DENOTES CEILING HEIGHT. APF -CENTERLINE OF PIPE ABOVE 05(5520 FLOOR BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. OF - FLEXIBLE GROOVED COUPLING. MT- MECHANICAL TEE FO - FLEXIBLE DROP NIPPLE. SEE PIAN FOR LEGNRI. ]-- THREAD END PLUG D. HYDRAULIC REFERENCE NODE. EXISTIF\G STOC,CI RDOM NO - CHANIGE II II II STOCKROOM 4,699 SqFt 3/0 NL MEAD RW A000MaE DIG KURR HANGER DETAIL #2 NEW RFST1 OC IE:SD 1250 FURNITURE FURNITURE _ RACKING RACKING URNITURE RACKING T FURNITURE t.FURNITURE RACKING RACKING FURNITURE RACKING RELOCATE (E) HEADS TO HERE FURNITURE FURNITURE RACKINGRACKING .__(E)ta (Dl 15`---:— h I FURNITURE, = FURNITURE FURNITURE FUR. RACKING:- '' RACKING E RACKING' RACK ADD (N) HEADS /ON FLEX DROPS HANGER DETAIL #1 \0 =S OO = (E) HEADS AT CEILING N _ (N) HEADS R Q = (E) HEADS RELOCATED [] W tLOUt Comments fir AS Noted in Red g( Per �Tl ie At2Cred Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The resnurisitillity for the adequacy of design rets tot- h the designer. Additions, de,eu7:s or revisions to these drawings after i wfa require a this date 1+1 void dacceptance resubmittal of reYlsec. drawings for subsequent approval. Final acceptance is subject to Pied test and inspection by ne Tukwila Fire Prevention Bureau. /O --t y: REFLEC ED PLAN A8 f Da TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. la-S-2/lo and exact address for shut- down or restoration approval. CONTRACT NAME: Big Lots IMPORTANT in localities subject to freezing conditions. It is the owner's responsibility to provide heal throughout wet pipe sprinkler systems oreas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This dowing and the information and design application herein contained Is the property of Cascade Alarm, and Is loaned upon express conditions that the some be returned to Cascade Alarm upon request: ail information herein contoined shote be treated as secret. and confidential: no reproduction of this drawing or any port thereof shall be mode without written consent of Cascade Alarm. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. TY-Fa8 TY—FRB '4XA 1/2' SSP !ss 155 1.011 1,h// c 5,,7;-/Pece'se d SEMI RECESSED CH Si - SYSTEM TYPE ❑ _❑ ❑ ❑ Cascade 'Alarm 17686 Southcenter Pkwy. Tukwila, WA. CONTRACT 11TH: DESCRIPTION: REFLECTED CEILING PLAN PAID SEP 28 201 TUKWILAFI SCALE: 1/8"=1,-0" DRAWN BY: Reid CHECKED BY: 12 APPROVALS NO. ®U DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN ELTA TOTAL THIS SHEET OUT OUT OUT IN IN IN IN FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 SYSTEM DESIGN DATA DATE: 9/13/12 R HAZARD FrARON HYDRAULIC 06,,M9DESIGN DATA OHG II SYSTEM AREA: AREA OF APPLICATION: TOTAL SYSTEM RFOUIRFMFNTC 571 GPM/50. FT. : HOSE FT' 0.11nWANCEC CFV, AT: P5L AT 1 CITY 50. rt./Ho. GP WATER SUPPLY effORMAUON: STATIC PRESSURE RESIDUAL PRESSURE : PSI. INTH . 155T BY TAKEN AT P51. GPM FLOWING DATE DRAWING NO. ' FP 1 EXISTING 8' TO ADJACENT TENANTS FIRE SPRINKLER SXSPENGRD RERUN NEW 8" TO buy buy BABY FIRE SPRINKLER SYSTEM EXISTNG 8" TO 61ry'‘6b'iBABY FIRE _. SPRINKLER SYSTEM TO REMAIN -Z- EXISTING 8' TO BUILDING WALL HYDRANTS AND 8005 STATIONS 11 TO REMAIN EXISTING FLOW SWITCH TO REMAIN (TYP.) NEW ECS CORROSION MONITORIN3 STATION WITH PROBE EXISTING 8' ALARM CHECK VALVE TO REMAIN (TYP.) EXISTING 2' PAIN DRAIN TO REMAIN (EYP.) EXISTING 8' WALL POST INDICATING VALVE TO - REMAIN (TYR.) NEW 1' ALARM TEST VALVE WITH RELIEF EXISTING 2' MAIN DRAIN TO REMAIN EXISTING PRESSURE GAUGE TO REMAIN {TYP.) T ql I EXISTING 8" FIRE SER LEAD-IN TO REMAIN EXISTING 10' FIRE SERVICE LAIN TO PEP,1 ELEVATION AT SPRINKLER RISER - NEW WORK FPI.V NOT TO SCALE ACCEPTED ❑ Without Comments ❑ As Noted in Red ES Per The Attached Letter e plans have been reviewed by The Tukwila Fire ,=ration Bureau for conformance with current City nnards. ACCepIWEE is subject to errors and cions which do ret authorize violations of adopted ii -'lards and ordinances. The responsibility for the s-1:;uacy of design res' totally with the designer. deletions or revisions to these drawings after date will void this acceptance and will require a `itsubmlttal of revised drawings for subsequent approve!. Final acceptance Is subject to field test and Inspection by The Tukwila Fre Prevention Bureau. Date' /- 7- I `I By- 3-1 RTr aV r _ czt.. cus-575- 107 and give this FI. a. Perri it No. l`l S- and exact g_d -css for shut- .iown or restoro E'ticn approval. • ////////''/////!/////////////////r/// '////////////f/// ///r' • „r'////////////Xr/////////////////// ///////�'// /// 7777 7777 /// 7// 7777 // 7777 //r /// //f//7///////////////f r// /// 7777 77X7 'f/////////////////f///r'/////////////////////,///,///////////////// i/ /// 7777 // // /7r / /// 7777/// 7777// 777'7/ /// // /// ////,///7'///////////////////// / / / j///// /E/ / ////////r/f• /////f///'//�/f i7/////7 /////f//////////, /%r A//// /�//�j NA////////// ///�/{/CE/N/T/ ///// /// ///,-7 //7 // ///.ty 7," i/ /7/ /// //,/ /// /7/ 7777 // %//////////,-////7//,•//f/`J S=7// D fit////////////// ///////,//, //, / [ ▪ 7/ /7/7/7////x////////7 -/-/',//X /7/, 77/,///,/////////7///////7////'//'///%i7777 ,/// /// ////'/,7'// 7777 /// //////////77/// 7// //7/777,//////7// //////, //,77//// ' r /€ .��.///////'/7 //////// ,-/////,//,r//f,//,GENT dANY/ //7/ /' t///-/////'//,/// 7/ //7 7777 '7 w/ ,, / '`. / 7, 7777 777X/// X// //// /////,• dq'7/, ',//////////7////7/, 7////7'///'7//7// ////7, /// //77 77/ X77 7/ / . , /' • / / / ' r / l ' / / ' ' / ' / / / ' , / r r / ' r / • r / '7//////77///////7///' ///7////////,///7////////////////•//, 7777/// 7j/ 7777 77,77'/ 7777 /// 7777 /////7////////// /r / / 7 / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / /, ////////7//////'/////////'///////l//////////f//////////, /7' // / / 7{�AC/ 1/E, /�// • //////////i / 7 / / / / / / / / / / vii{77,X7/, ///g//////�//7i//////// /7/7/C// /,,/ / / / / / / / / / / / / / /// /7777//// /7/7j77/7///7�7//77/////// .-1 ` .,�`R,/7/ / / / / / / / /////7 X/7/77/7' 7/7/777/7 / /// uhf',='/l'////7////////////////7/////77///////7/// //////// /// /7 X/ /////j.7//7///////77//////////////77 -5/;'/F///-7// //// 7//7/7 /7// / /7/ /'/ / / / / / / / / )N//// / //////'///7//////, 7 /7j7/7//f/77/////////////////%///,//////,//77///////////'_. / /77/7//7/7/777/, , X7////7//,/7///7/// 7777///17 // 7//// 7/ /7// /7/ /77 7/7 /7/ / /7//7///////7/7//7/ / /7/ /7/ /7/ ///, EXISTING SUPERVISED WALL POST INDICATOR VALVE (TYP.) ✓ ISTING FIR0 HYDRA."T)TYP.) r` - r SEISMIC NOTES (NEW/RELOCATED) PROTECT PIPING AGAINST DAMAGE DUE TO EARTHQUAKE IN ACCORDANCE WITH THE 2013 EDITION OF NFPA 13, WHICH SHALL INCLUDE THE FOLLOWING: FLEXIBLE COUPLINGS, MINIMUM CLEARANCES, LATERAL AND LONGITUDINAL BRACING, FOUR-WAY BRACING AND RETAINING STRAPS. 2. VERTICAL AND LATERAL RESTRAINT SHALL BE PROVIDED ON ALL BRANCH LINES, INCLUDING END OF LINE, PER NFPA 13. EXCEPTION: BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE, AS DEFINED BY NFPA 13, REQUIRE VERTICAL RESTRAINT ONLY. 3. WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 24 IN. OF A HANGER. HANGER SHALL BE OF A TYPE THAT RESISTS UPWARD MOVEMENT OF THE BRANCH LINE. 4. SPRIGS 4 FT OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. SPRINKLER BELOW DUCT NOTE PROVIDE SPRINKLER PROTECTION BELOW DUCTS IN EXPOSED STRUCTURE AREAS PER NFPA 13. SPRINKLER NOTE ONLY TYCO MODEL SPRINKLERS SHALL BE USED FOR INSTALLATION. HOUSEKEEPING NOTE THE CONCRETE FLOOR SLAB MUST BE KEPT CLEAN FREE OF DUST, DIRT, PAINT, STAINS, AND TIRE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED AND USE NON -MARKING TIRES. PIPE CUTTING MACHINES TO BE KEPT OFF THE CONCRETE FLOORS IN AREAS TO RECEIVE CONCRETE FINISH TREATMENT. - EXISTING YARD PO ICA VALVE(TYP,) =f7 '///////7/////f/,7//77//////7//,/i/% �T' NAAT/ / ///AT)ACEi//AJ(C//' '//// /7/ 77/ ///// //X/'r//7/7// / / //, 777/5" //777// / - EXISTING 10" BAC"FLOW PREVENTER IN P EXISTING YARD r4 !MATING VALVE GENERAL NOTES 1. PROVIDE ALL NECESSARY OFFSETS, RAISES, OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. 2. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES, ETC. 3. ARCHITECTURAL, STRUCTURAL, MECHANICAL, CIVIL AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE PROPER DRAWINGS FOR EXACT LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADES' WORK 4. IT IS UNDERSTOOD, UNLESS SPECIFICALLY INDICATED OTHERWISE, THAT THE PIPE SIZES AS SHOWN ON THE BID DOCUMENTS WILL BE USED. 5. THE ENGINEERING DRAWINGS HAVE BEEN PREPARED USING AUTOCAD. THE DRAWINGS ARE 100% CAD. THE HYDRAULIC CALCULATIONS HAVE BEEN PREPARED USING HASS. THESE DOCUMENTS WILL BE MADE AVAILABLE TO THE SUCCESSFUL FIRE SPRINKLER CONTRACTOR IN EITHER THE FORM OF DISKETTE OR HARD COPY. SPRINKLER LOCATIONS (2' x 4' CEILING TILE) SPRINKLER 3' RADIUS TOLERANCE NOTE: SPRINKLERS SHALL BE POSITIONED AS SHOWN WITH A 3' TOLERANCE. HOWEVER, SHOULD ANY PART OF THE TOLERANCE BE USED, THEN ALL THE SPRINKLERS IN THE ROW SHALL BE OFFSET BY THE SAME DISTANCE IN THE SAME DIRECTION. HANGER NOTES COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. DANA IND ogrizrewwwww, Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. -'f ARC r.l"• •DR DESIGN CRITERIA SALES, PRE -SALES, AND RECEIVING AREAS PROVIDE PROTECTION OF SOLID SHELF STORAGE ON SHELF FIXTURES OF CLASS I -11/ COMMODITIES AND GROUP A PLASTICS TOA MAXIMUM STORAGE HEIGHT OF 16'-6". THE RESULTING DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.70 GPM/FP OPERATING AREA - 2500 FP TEMPERATURE CLASSIFICATION / NOMINAL K -FACTOR / RESPONSE TYPE - HIGH / 16.8K / SR HOSE STREAM ALLOWANCE - 500 GPM OFFICE, BREAKROOM AND VESTIBULE AREAS PROVIDE PROTECTION IN ACCORDANCE WITH NFPA 13 FOR ORDINARY HAZARD GROUP I. DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.15 GPM/FT' OPERATING AREA - 1,500 FT' TEMPERATURE CLASSIFICATION / NOMINAL K -FACTOR /RESPONSE TYPE - ORD I5.6 IQR HOSE STREAM ALLOWANCE- 250 GPM COMBUSTIBLE CEILING PLENUM SPACE PROVIDE PROTECTION IN ACCORDANCE WITH NFPA 13 FOR LIGHT HAZARD. DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY- 0.10 GPMIFT' OPERATING AREA -1,500 FP . TEMPERATURE CLASSIFICATION /NOMINAL K -FACTOR /RESPONSE TYPE- INT 15.61 QR HOSE STREAM ALLOWANCE -100 GPM FRONT CANOPY AND COVERED LOADING DOCK PROVIDE PROTECTION IN ACCORDANCE WITH NFPA 13 FOR ORDINARY HAZARD GROUP II. DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.20 GPM/FT' OPERATING AREA - 1,500 FP TEMPERATURE CLASSIFICATION 1 NOMINAL K -FACTOR /RESPONSE TYPE - INT/VARIES/SR HOSE STREAM ALLOWANCE - 250 GPM FINISHED CEILING AREAS - IT IS INTENDED THAT THE GREATEST ACCURACY BE PROVIDED TO LOCATE SPRINKLER IN ACCORDANCE WITH THE DIMENSIONS SHOWN ON THE DRAWINGS WITHOUT THE EXPENSE OF "RETURN BEND'. IT IS UNDERSTOOD THAT NO MORE THAN A 3 IN. RADIUS TOLERANCE ABOUT THE POINT IDENTIFIED BY DIMENSION WILL BE ACCEPTED. WHERE ROWS OF SPRINKLERS ARE PROVIDED WITHIN THE SAME CEILING PLANE, ANY PART OF THE TOLERANCE USED FOR ONE SPRINKLER SHALL BE THE SAME FOR ALL OTHERS IN THAT SAME ROW. COORDINATE CLOSELY WITH THE ELECTRICIAN INSTALLING LIGHTS AND SPEAKERS. THE INTENDED EFFECT IS THAT SPRINKLERS BE IN LINE WITH EACH OTHER AND WITH OTHER SYSTEMS (I. E. LIGHTS AND SPEAKERS). A COMPUTER WATER MODEL CONDUCTED ON 10-9-13 ON THE 12" MAIN IN SOUTHCENTER PKWY. INDICATES THAT THE COORDINATES OF 135 PSI STATIC, 5 PSI RESIDUAL, WHILE FLOWING 6,119 GPM WOULD BEST DESCRIBE THE WATER SUPPLY TO THIS SITE. THE EFFECTIVE POINT OF THIS FLOW TEST SHALL BE CONSIDERED TO BE THE CONNECTION OF THE EXISTING FIRE SERVICE LEAD-IN TO THE PUBLIC WATER DISTRIBUTION SYSTEM AT AN ELEVATION APPROXIMATELY THAT OF THE FINISHED FLOOR. NO SUBSTITUTION OF THE WATER SUPPLY DATA OR ITS EFFECTIVE POINT WILL BE ALLOWED. THE COORDINATES INCLUDE A 10% (15 PSI) SAFETY FACTOR AND SHALL BE MAINTAINED. EXISTING FREE STANDING 6"X 5" STORZ FIRE DEPARTMENT CONNECTIONS A140 6° x 2 1/2" FOUR-WAY FIRE DEPARTMENT CONNECTIONS LOCATED ON SOUTHCENTER PKWY. ARE EXISTING, AND SHALL REMAIN AS CURRENTLY CONFIGURED. FILE COPY W0'STiN36"x21. . ONNECTION -EXISTING YARD POST INDICATING VALVE -EXISTING CURB EXISTIN /AT:_F;MA -EXISTING s _ ^VENTER 111 PIT rEXISTING 6' x 2112" FOUR-WAY 1 FIRE DEPARTMENT CONNE r'ON EXISTING YARD'PO , iITUICATI IR' VALVE i t--EXI TIN ".. OAK^"..- (Icr NOT TO SCALE FIRE SPRINKLER SITE PLAN (FOR HYDRAULIC REFERENCE ONLY) ALL UNDERGROUND PIPING, VALVES, FITTINGS, DIMENSIONS, ETC. ARE SHOWN FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT LOCATIONS, TYPES, AND SIZES OF ALL COMPONENTS IN ADDITION TO DETAILS OF CONSTRUCTION, EXPIRES 419 / VICINITY MAP IIP SCALE: N.T.S. REVISIONS HANGERS HYDRAULIC ESIGN INFORMATION ABBREVIATIONS WATERFLOW DATE DESCRIPTION B A BEAM CLAMP W/ RETAINING STR B C SIDE BEAM BRACKET AREA NUMBER 2 CODE NFPA 13 Iti'SARD ORDINARY GROUP 2 SYSTEM TYPE WET EYE SOCKET REMOTE 1581 A'.'" SQ. FT, NUT & PLATE WASHERso. RT. DENSITY 2O GPM/SQ. FT. IALLOWANNSIDE NOCESE N!A OUTSIDE HOSE 250 GPM AREA PER 126 SQ. FT. ALLOWANCE SPRINKLER KWIK-BOLT HDI -P G SAMMY SIDEWINDER TOTAL SYSTEM REQUIREMENTS: 397.9 GPM @ 44.7 PSI @ BOR J K L SAMMY SUPERSCREW COACH SCREW ROD HYDRAULIC DESIGN INFORMATION CEILING FLANGE AREA #3NUMBER CODE NFPA 13 HAZARD ORDINARY GROUP 2 SYSTEM TYPE WET U -HOOK AR SHORT STRAP REMOTE 1581 DE REA SO. SQ. FT. GP STT•20 /SQ- FT. INSIDE ANCNOSE ALLOWE NIA OUTSIDE HOSE 250 GPM ALLOWANCE AREA PER 126 SQ. FT. SPRINKLER N WALL BRACKET TRAAEZE TOTAL SYSTEM REQUIREMENTS: 397.9 GPM @ 44.7 PSI @ BOR AFF BTS BOD BOJ BOP BOT CTS FO IFOW NAS OTS UNO ABOVE FINISHED FLOOR STATIC BOTTOM TO STRUCTURE RESIDUAL BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL NO AUTO, SPRINKLERS OPEN TO STRUCTURE UNLESS NOTED OTHERWISE RIGID COUPUNG FLFXIRI F MEM NFORMATION XX PSI XX PSI SPRINKLER SYMBOLS SYM MAKE MODEL SIN TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY GPM FLOWING XXXX GPM DATE & TIME PER: XX1XX/XXXX LOCATION: NOTES: ARCH ERI CONSTRUCTION, INC buybuy Baby 17574 Southcenter Parkway /7(eS(a Tukwila, Wa PAID UEC 1 2014 TUKWjL A FIRE...- _ - . ' y%3 . ' ('2v FIRE PROTECTION SITE PLAN PERMIT NO: - JOB NO: S14-113 AUTHORITY: CITY OF TUKW ILA TOTAL PROJECT SPRINKLERS = TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PHONE: CSI Construction Co. Inc. 17721 NE RIVERSIDE PKWY PORTLAND, OR 97230 503-907-0070 FAX: 503-907-0077 DESIGNER P. DELGADO SCALE: - DATE: 91222014 REVISED / / FP 1 OF 4 PLOTTED // 2 at EXISTING WALL HYDRANT TO Rh1AIN EXISTING 5" DOWN TO W' L 5-5 ' , 11'-10" -- -"---,t`1 HYDRANT TO REMAIN `-s / 8 5 / L/ C / w 6. o cam.• (' 14"'WOOD SEAM } _ v 1 1!4" 1 12° pyo:. 1 1.C" 1 1/ " - 7 1 Y2" 1 114" e/ 1 112" 114" ' � / 1114 1 1(4=-/ J E. . ` �� 4'-2" --10" 2'-10" '•3' � X11 tr :„. - �`27° GL JLAM I � fr'i;" . 11167,..4 g u`� m ti o 14°WOOD BEAM ' I x s s N ier Z di 27 • I' I Am GL 2 LAM xi B'-0" � 6'-10" 11 /f 11l4" 1" 1114" 11 1" 1 tla° 1 7 ' .. 1114" �,. 1 1r4;_/` 1 v4 �i 1 u4" r-\ -Y'�_. -ic- 1 1r4".J -ic' 1 4"✓ % ,,j FIRE SPRI AND DEM KLER CONTRALTO" °'1 r e ' 1: iSH THE BELOW C MNG FIRE SPRIN3 ,R oa, .arc; � o In 14'WOOD BEAM II ` IRE SPRINKLER CONTRACTOR ' ND DEMOLISH THE YSTGM (,gPRINKi FPS SHALL BELOW CEILING F PiPINf; HANf;F lam DISCONNECT SPRINKLER r'fC 1IN NI m buy BABY ENANT SPACE. III uy BABY TENANT :PACE. . AXA Z -411 01111 /4/ r/ ri r tiv ' N'' X E 2T GLU M p �.� 27"GLJVM 4s_411:114" ? / k✓a7/ Atefer/r/r _ DISCONNECT 1 1/2" HOSE AND DEMOLISH JALVE IN CABINET ` - --. . / 10111r1f Jtt X C ,Ig WOOD BEA 1 912 J 11 ill 1 1 1 1 11 P 11 / %y��.. .. ✓ �i,/„, 4,1" .. '" 1 ° 174'.1 BONNE• AND DEMOLISH '2" HOSE A.V I0. CABINET } 111;=-1 27"GLUM .; � il o yyy{/ , 1 ItS-.% P� jII _ ,14 t �11f s i f LAM /, r .4,4 t,. 5, 0. 10,_0^ - - - - -. - �'✓ w-/ 0, 0. 7�wf27"GL 5_1" �✓ r�_A -�x8° AZAif ,,,,:/r. RTu RTU cs 14 WOOD BEAM f 4 _ a o a J 4.1 /r /�i�/l�%/ z EIS. / -0• I 10,_0, - 27" GLUCAN ` ~ I, .��� 777 4. • V 2TGL LAM to *� ." 3 _ t yi' cr 1" 1 i 1 r 1 1^ / 1,2 t 1t4^ / 1 _ _yam - g . 3 SCE- - X o{:1' i :} s1c=./�� 1114"..-/`� 1/4" ++Idle_ a / 2 ." 14' WOOD BEAM ``� , . .41/ i, 2PGLU1. M 2 G -I: } U 401 os `i.+f f 7 b1"WOOD BEAM • ° s ' I 'l-! U L � a 1/ 1114= I1!4" d� I/ 1' ,,•� 1 ti4" , 1/`,' `.f 1lr2" ,;`° '. 11/4" .�%' 11/4" / 11:2°.1114" _ ' U1� . ^ rl" `Ln J?. E1 - J -X=--'T -3'- --x-��;-' �-:.- .-. -3:- -16 I -3F -3F -}f- -3c- -}r , f -8' L-8 10'-0" 5' 0 a. II r J • pp / = EXISTING CANOPY DRY PIPE SPRINKLE0 \ SYSTEM TO REiotR/N DISCONNECT, DEMOLISH, AND CAP '" cXI :TING 8• AND 10° U.G. FIRE SERVICE EXISTING 3" TO BELOW CEILING FIRE LEP -7 s SEE SHEET F01.2 FOR SPRINKLER SYSTEM. 031/ 0 ATION F :' i 1 = DISCONNECT, DEMOLISH, AND EXISTING- CANDP(,' DRY PIPE SPRii50 EXISTING 3° TO BELOW CEILING FIRE SYSTEMA TO REL MN SPRINKLER SYSTEM. FIRE SPRINKLER PLAN - DEMOLITION WORK SCALE: IB" = P-0" FIN. FLOOR ELEV. =100'-0' EXPIRES 4/9/11, ER SYMBOL KEY ? NEW PIPING ?- - - -? EXISTING PIPING TO REMAIN - - - EXISTING PIPING TO BE DEMOLISHED - CONNECT TO EXISTING PIPE AND/OR FITTING � Y ISI 0 Q DEMOLISH EXISTING SPRINKLER AND PIPING BACK TO OUTLET ON BRANCH LINE EXISTING BRASS UPRIGHT TO REMAIN EXISTING DRY PENDENT TO REMAIN NEW TYCO CHROME RECESSED ORD/5.6/0R NEW TYCO BRASS UPRIGHT HIGH/16.8K/SR NEW TYCO BRASS UPRIGHT INT/5.6/QR NEW TYCO DRY PENDENT INT/5.6/SR NEW TYCO EC DRY SIDEWALL INT/11.2/SR APPROXIMATE CENTER LINE ELEVATION OF EXISTING PPE A.F.F. AND/OR CENTER LINE ELEVATION OF PIPE FROM TOP OF JOIST eNRECOMMENDED CENTER LINE ELEVATION OF PIPE A.F.F. AND/OR CENTER q LINE ELEVATION OF PIPE FROM TOP OF JOIST CENTER LINE OF SPRINKLER: ALIGN WITH LIGHTS AND/OR OTHER SPRINKLERS: COORDINATE WITH OTHER TRADES. - -- RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT F- CAPPED PIPE -e- 1" AUXILIARY DRAIN WITH 3/4" HOSE END ADAPTER HYDRAULIC REFERENCE POINT Y// OUT OF SCOPE SEE SHEET FP1.2 AND FP1.3 FOR NOTES, DETAILS AND ETC. FIRE SPRINKLER DEMOLITION NOTES 1. FIRE SPRINKLER CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE: • SHUT DOWN AND DRAINING OF ALL EXISTING SYSTEMS. • DEMOLITION OF EXISTING SPRINKLERS, PIPING, HANGERS, ETC. WHERE INDICATED ON THE PLANS. 2. FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY EXISTING PIPE OR FITTINGS TO REMAIN THAT ARE DAMAGED AS A RESULT OF THEIR WORK AT NO COST TO THE OWNER. EXISTING 8° TO REMAIN EXIST/NG FLOW SWITCH TO REMAIN ('YR) EXiST1NG 8° ALARM CHECK REMAIN PP.) EX:S TING 2' MAIN DRAIN TO REMAIN (1YP.) EXISTING 8' W'AS;. POST INDICATING VALVE TO REMAIN 1TYP.7 1 2' r� EXISTING 8"TO IN % - /1/1/11100/151/00500/1/0/15 TO REM/J! L 01/01ING E' FIRE SER/10E L6i0-IN TO REMAIN EXISTING 18" FI00117 LEX}IN TO 1 DRAIN !SING PRESSURE GAUGE TO REMAIN EYP.) ELEVATION AT SPRINKLER RISER - DEMOLITION WORK NOT TO SCALE REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATI SPRINKLER SYMBOLS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP AREA B SIDE BEAM BRACKET NUMBS CODE HAZARD TY C D E F G H J K L M N P EYE SOCKET NUT & PLATE WASHER RENO AREA KWIK-BOLT H0I-P SAMMY SIDEWINDER TOTAL SYSTEM REQUIREMENTS: DENSI' GPMIS INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER SAMMY SUPERSCRE HYDRAULIC DESIGN INFORMATION COACH SCREW ROD CEILING FLANGE U -HOOK SHORT STRAP WALL BRACKET AREA NUMBER REMOTE AREA SQ FT. CODE HAZARD SYSTEM TYPE DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TRAPEZE TOTAL SYSTEM REQUIREMENTS: AFF BTS BOD BOJ BOP BOT CTS FO IFOW NAS OTS UNO IF 0 ABOVE FINISHED FLOOR STATIC BOTTOM TO STRUCTURE RESIDUAL BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL NO AUTO. SPRINKLERS OPEN TO STRUCTURE UNLESS NOTED OTHERWISE RIGID COUPUNG FLFNAI FCOUPLING XX PSI PSI GPM FLOWING XXXX GPM DATE & TIME XX/XX/ SYM • 0 MAKE TYCO TYCO TYCO MODEL TY -FRB SINN TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY TY -FRB K17-231 TY3131 TY3231 TY7151 UPRIGHT BRONZE K=5.6 %" PENDENT UPRIGHT CHROME BRONZE K=5.6 K=16.8 314" %" '/_" 3/4" 200° 155° REC. 286° PER: LOCATION: TYCO TYCO RELIABLE DS -1 DS -3 TY3255 TY5339 DRY PENDENT CHROME K=5.6 1- "/4" 175' S.A. DRY HOR. SIDEWALL CHROME K=11.2 1" 5/8" 200° S.A. UPRIGHT NOTES: EXISTING EXISTING DRY PENDENT BRONZE CHROME K=5.6 1/2" 1/2" 200° RCHE w ' CONSTRUCTION, INC buybuy Baby 17574 Southcenter Parkway Tukwila, Wa FIRE PROTECTION DEMOLITION PLAN PERMIT NO: - JOB NO: S14-113 AUTHORITY: CITY OF TUKWILA K=5.6 1" 1/2" 155° UPRIGHT TO REMAIN BRONZE K=5.6 1/2" 112" 200° TOTAL PROJECT SPRINKLERS = TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7 : 55 S 206TH STREET, KENT, WA 98032 HONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PHONE: CSI Construction Co. Inc. 17721 NE RIVERSIDE PKWY PORTLAND, OR 97230 503-907-0070 FAX: 503-907-0077 DESIGNER P. DELGADO SCALE: 1/8-= 1'-0' DATE: 9/22/2014 REVISED / FP 2 OF 4 PLOTTED / / EXPIRES 4/ 9 /) S 1 / / // / // / // / // / // / // / // / // / // / / / / / / // / //f///////////// / //// // i7//%/// // //'//'/7// ///4i//7//// /4-/-,-,:,--/ / '/ / /,''! /-„2-..,-,4'/ / i /,// // %//, ,/, /7//, 7/ // // / ,,,„,„,„,/,,„, ,,,„, /„„,/„/„ /, /V/ /// /7/ /// /// /// /7/ 7/, /// ///1/// /// /// // /7/ /// /7/ /7/ /// /// /// /// ///V// /// /// / /// /„ /l/ /// /// /// /// /// /// /7/ /// /// / I'// /// /// /// /// /// /// /// /// //1/1/ /// /// // /1/, /// /// /// /// 7// /// /// /// //,. //l /// 7/7 �/l /// /// /// /// /// /// /// /// /// 7// /// /7/ l f''// //, `J/ /// /Z// /// ///_-7// ''y7-/ /--(1./ 4/ /i/ -1-2-// /// /7/ /// /// /7/ /7/ /7/ /7/ /// /7////,/7/ / /v /// /7/ /// /// /// /0'/ /// /7/ /7/ /7,/,,/,,/ // 4,7,_/_//4/,/,////// /7,/,',1;;_,/7///7,/,/,_,/ .)1//// V/ /// /7/ �'�- -/�. p /7/ /7/ / / r , / // 1 /111777/ / /77 /// /7//7/ ///7// ,/// ///7// ///7// /,/7/4////77//J/ /Yl//7/ /7/ /7/ /7/ /7/ /7/ /,,'///,,, l'` ///,///,/////,////,///////,//4., 7,fe /7/ / -/-//-s /, / , , / / 7x,7-,°,7” 4j_,/J //i/ ,,','/'//'///Jl/l/// /JJ'/JJ' ////7//// J /J/ /,�/J / /,,7/l// ,//,/ //'// /____Z_/.555, / // /lJ,J //J/,// J//lJ// /r///,///// l/, ,/J r,,/, //, /// /,/ /// /// ,// J/ // /, / /// /7/ /// /7/ /7/ /// /7/ /7/ //// /'J'J'J'/'/'J'J'/'/J///////J/J/J////J//J//J///ll /y/ ///7//7/////7//J///////l///7 / /// /7/ 7// /7/ /7/ /7/ /7////////17 Y'7/7/ /7/ /7/ /7//7//7/ //7/ /, // / 4,/,,,,,-,„,,,,-,,,,,,/,-,,,,7„YB/l////7',(/J//(//////,,,J-;7// 7, /7, /7//7, //,/7/ /,„,,// /k/ /// /,/ 7,, /J//7///////J/J//7/7 /7/ /// /// /7/ /7J/7 // / //7 /7/ //-7 //7 /7/-4/7-77-///7//J ///7/7/7/%//,/J/ ////,//l, / /// ,/ /j/ // /// //l J/, J// v /// /7/ /J/ /7/ JJ// /// /,/,,,/ /// ,// //r/2:-/////777:////://7//////-7-17://///://///////////77///// JJ/J�J/j/77j/I/i/7l/// '///J /'/,'////JJJ/J//'/J// ','/ ////////7//J7//7,//////,f//,//////,,/,„/// /7/ /7/ 777J/,'/,'/,///'//'///7//7///J//'//%J////'//// 7 ////j//jJ////////////Z/ /// /7// J -'//'(''4,fr/7///7////,/'/,///'//'//// /„///, /// /// /// /// /// /// /// /7/ /I// ' /7//%/�J/////1'4/11'1/ �J//'J/�// J/'/J/////''//''/// /// //''//''J/ /(f/// 7///////////////'// '// '77 Vl/ / / / 7/2 /// /// //,////7////7////7////77-<Z//777/77'// //J // k'// // 7/ // JJ // 7/ ////////,/ /y. // // // // // // // // // ///////////////////////////J/////,//7/ -. /1// /// / /I,//'///J//!�///JJ/,r,'///'/////////////71// VV//i//'///'L�//J�//'///'J/// / / //// ''7,/ / /, J, 7, // J/ // // // // /,,_ // /// /JJ /// /// •// /J/ j// /J ,,/ /// ,, /,�.7y /,, -////.///./..//...77-Y//7/. ,, /,, /, /,, /l, J/7///7 J ,,, /, , ///////////77///////777//7///////7//7//////7//7/ , /,, /,, ,,, /l, �/J ,,, //////////, J ,7 / / e //, //1 //, //, /,, /,, /,, /1, //}l J, /J, J/ /,, J/, /l, //, /,J /7/ /J, /,, /,, 7/7 / /i'/„7///JJ////,JJJ/,///,///,/,,////,/77/7/0///:///2/7 '/J/ /7/ /l // // /, /, /, /, // // /// /7/ / /• / {/'//''//''//'///'///'J//''/////////7/71///7/////77/7///////7////77// J////7/I/7///7///1// / /fJa/l//J////l//J///Jl//J J///,/////,//7/ J//J ///J / 7 / /iJ J J JJ% J// //////////// //////7/7//////////7/ / J/////J/7/// J 7////7/ J/J // /7/ • 7'JJJ/ //1 /// JJ/ //, /J7/./, JJJ 7/l /7/ / '/// ///l /// /7/7 //// ///'I//7 /7/ //G /7/t'/////////////,,,,,./ � //, //7/77/7 /j //l T”// ///7'// /J/ / //,,/,,/////////7j7/ J7,//// 7/'J //7/777/ J'J/ J (/1//// J4/7;7/./////7/i///7/7/7////7;7/7/4////////////// //;///7/////',/&„... /7// _ii/i'/7/ //4/'//• i'/7/ /7/ /1//// / // // /. //7„//7/ 7/J /J/ //lS/,J 7/7 /J/ ///J// 'J7�:/ J// /J/ /J/-.//// J/, /,l / /;////7//////// r ///////////'/'/'' 1///,///,1/J/,%J/lJ/l'J//' /1/////// ///////7//// //77// J/ //'/7/1/7/'%////7/'/7/'/ 7 ''/'(/J///-�/Tf/l///l///J�7'-//lJ/7-//7`/ /l',-J--JJ%//r�//-// ///////////7/7////////////7////////7//77/7 ///,////J7/7,/7/////Jj7//7// 1/7/ ,/J,J/J/J . / /, // /, 7/ 7/ 7/ 7/ / / / / / // �✓_, // 7/ // /7/ 7L/-/// //,/- / 7,/ /7/ /// //7 //, /// /// / • J / /7/ 7/7 /7/ /7/ /7/ 7/7 //7 // /7/ /7/ / /%J JJJ '/// /7/ /7/ /7/ /7/ /7/ 7/, 7 7 /• 7/ /7/ 7/ €/ '' / / /,',>'/�/'/ / f,// / /'/ / /'/c:i'-/ 7,/,,,,/ / 2`-/ 7/7 / f/ 7/7 ,7/7 / //7/ 7/7 /7/'///'/7/ 7/7'7/7 77/'/'%i'///'/7/ 7/ /f,,//// /7/ /7/ /7/ /7/ /7/ /7/ /7/ 7/ a. /7/ 7// /7/ j1/,///,/'/ / /'7 / 7/7 / /'/ / /J, / /// 7/// //-(//// ////,/'/ .1//// /7/ /7/ 7/7 /7/ /7/ /7/ /7/ /7/ // i /7/ /7/ /7/ 7 / /J / /7 / /7 / // / // / // / ,/c/L/ /7 / // /// / /7 / /7 / 1 k. - — ' — (21 2" , 8" / 8" r As FIRE SPRINKLER PLAN - NEW WORK SCALE: 1/8. =1'-0' FIN. FLOOR ELEV. =100'-0' // / Or:LL xL. vs_<n z u z�z AREA 3 HYDRAULICALLY MOST REMOTE 2531 50 FT 0.70/,500 !ALL HYDRANT TO REMAIN EXISTING 6' DOWN TO VV.: LL HYDRANT TO REMAIN AREA 2 HYDRAULICALLY MOST REMOTE 2567 SQ FT 0.7012,500 5'.5' AREA 1 HYDRAULICALLY MOST REMOTE 2,557 SQ FT 0.70/2,500 ECS EJECTOR AUTOMATIC //,f//, 1s" ' ' / — I o' I 7 I I I I 6.1 1 1 1 1141 II /v �1 I I . O. -O_ Ili 1 8" 1 1 I 4- -�o- I K , i ice' Imo, I // J// '� 1' y/i' / / /, / j , T J ,� /' '' /' ! ', / / / / / • „ '/J ////'/ // ///////11 u o- -o — / I I - ,' > Li I<tia, c o 1" I r_`=., — -o / - I /-° } <,�e, l 1v o- I. I - j J^> _ ....-_. I`�"/ Lir (" i .:1 — I / /_> <"�% 1" -o of / , . 55 56 j 57 o o 1 I /- > ( I<''/ (x)(14" OODEEA — I s I ® I t:<' f -{ 0 54 / I 10 / > ivl 1 _p 53 I 0 I I 1� o- 29 I o -o- — — / 30 I I 28 -._... / 1® p /46'-.; > Itilill > rI _.1 <til % I , , -o 27 o JII �Q }- ' I - / o 1/ / /, 2 t i / / / 0 1 q1 // /, E 1./ // ;. �.`° 1` I/////,. @ a�A F'/ 77/ ,/ / ////,-( / 1' N `"' lit L4v ( y 1 7;2" Jt 1" 1 1,i4_ 1; ;,IL. l,.f ," 1 60 11/4'If !/'..6, 1114"-. 62 � 11/2" II 1" Ir 11/4'— .i,» 12, 1 �, ,A 1/4" I 11/4" / � ,//'/' O 4 //-/'//' I O- O 1 `I� _ 0 0 1I 0- 0 ,,. - i 0- -.- -0 I O / �� O, O — I® O .( — I --O I� O- O T — O — �I` --O �_ 0. / / / /, / /, J /' /' ,7x T 1.4" 0 9,'4"-..� 4'-Z'42_10.,2,10.,p'.3^ I 59 O 58 1 O 33 O 1 , , 3P k�� -3- / l �1 C��„/ /// '' � 1 II 27"GWLAM IL , ,> 1 Iv ® ^ 11 .11-I II .�;�rT GLLAM �' IL <t�+�y"{.>�'O,Or /-'/ ,/,J/i I% I I 1 II __-_L. 1 I %k /) I/ v 11 1 I I %/v I I / Id/J//// I I\ '/,///, ////-/,,,/�/_ 1® i ✓l l J j /,, / //� O- {- — -0 - — -I O- — -� -O O- — -0 1— — -� -O O- 1- — - —/�U -� -O O- — _ — O I / O 7-1 ; 'l ///,//// ,(°- 65 66 L¢41 '�` 63 37 36 ; 35 1 ' L_ 6 5 Ia // ///,J//,'/I I II 1 1 I I I€ I. a ® '- 1 _... . „, . 7,7 /7, // _ 'a'' o s 14'WOOD BEAM e i > o -•~,_ - ,_fir—;,,- 1 l/ '//,'/J/�L _ N I II I 1 lI I I ( ..' h� ( I {I,///7/ I / / /-c,/ N ' — 0 i; /////////! ,, / / / /, , , 7/ /J/, p- _ - - — / I II — ( , -o I p_ _t� -p!` / 11 I II — . 4 �'I -O O- 4- -? OIC 69 f 70 1 ql`�® -I I O- — - 66 / 67 1 o- �I �. — — -� 41 / 42 ® 40 / I ql m �' 39 • ® 8 �d 1 •t (/// r7//// ^, I< ^%Y M ^, r -i > nj �/� , �. ^�'' 27- GL 1 -AM "</ ,-' a.�l.,_:,.. �l Ai �Y�i ,,,,,,,,,/,,/ //l///// //,//„/ / // (( c, _I v �� `L// (/ f �� / v / r//? v I/ LIQ ��� / I </- 1 / v / I / 1( v 75 �I- _ �� @ Ik <".l ( v I 8'-0” / -:I�--,'-"�--rl--, — 6'-0" _ <��j �� Ps' 0'.8" v v 6'-10' I 46 ti` / ( I. _ 1 //l// , ' I// J// ( I,i/ // /'�/",C,f/'l/ t 1i4"— 11/2" / 1 I 1—, h/4"— -; �>21_ 1 11114" it , 1/2 / 11/4" II 11/4" %t, I 114' 11KY/ 11/4" ' /_,)/ / / /7 ' ' /' J /' // J// '//r /'''/''J/'T ! r O- ti 1/4:_.115 I o- -o I o— O 1 ", ,,4^}IC I II sti'' 1n O- 1 I O \ -O o- — --0r 74 1 11.14"..� 0 I II 14"WOOD BEAM • I 308 73 (r o 0 , /.U> •• f 72 _..... I l 7i • g 71 , ,J1• 1 0 / ! O — 45 9114"--%; j1 44 -� I 4> I ,.. /"-' < / -o 43 o o 104 O J • • - - 0 I t / 10 1 9 i„,„,,,,,, , _ I < J////. , // , ,'77/'/// //////////� /0 7,/7+/ /7/ T P n % 1L 1 11 X FI 1 114" 1 1 , '' 1 1 I _ - I / // , I !///''/ J /',/// _, // ,/// / //////,,,.///, / / /T _ 0- 1 — — -1 (`s. O - 1 -o O-- 1 ^al I ,14" 11 !"� O — . 78 ( II - I — _ 77 O O 76 o I 1 o-- 1 A . _ } — -1_O- — - 49 I " e 48 0 �Q ® ( -O . 47 o �� 1 / o 12 11 -I / / / 27" GLULAM '- . 2T GL LAM I!///// =. • B,��r/ J/, 1/// /, I 1 1 I 1— I, I 1 j� I I /l // /7/ //7///// 7/ J/ / III' 1 I I ; I = = / f I-1 " 1 I1 ' 1 a I I-) !`' - . �/7l/7/ f'_ !' / ✓ J J /////7////1 //////////7I ,,/,,,/,,,,,/T / J// J/ p_ -04"--- -I-0- �jJ ( 1 — -� ( / ( -o I o- J- -O nt I" 'v I -I-o- — -I I -o o- o 80 l ,../ C 14'+NOJB�.� �ly — ®1 I° 40' -" 0- — -� /'I /,A > -O — I�• o- ,/«?_ -o — -I U —1 r 52 51 nt` �_ // _' 7 I -O �-- '' _ . 14 13 I g ^ 14'1 / i/''//' 1 1/''/// • I /7/,//////11 //,/ /// /7 /°�I N o " I£, 11;2 ( 1 t 1" I % . ' °t 1l�� Its% % -�` 11/4" 1't'+4 I ..pa 1 ( ,/ / '= 1'"' - • I` 11/4"� ,y 1 t/ u, l t i �:'— I` '° 1 ,;2° I / ' •,l4" I i 114" I ///// i J J Ii. /1'r / � / /✓ , :Y /, y;/, ,7r1 1 C- - _p, — —0- ,1(w---'* 1 — I -O I O- — 0, ,1,'>"....J, I, I /0 0- — -O,. - 11/= l` 1 ,� 0' ;_ -q O- — 0,> — —0- _. I 1 1114'=' -O �, a` 1'/ '// 17 , / / / / / �Y I I 27" GLULAM 1- .--- <^v� / I; 1 • I < :'27° GL�IAM ,.� _ ." ''S 77 /,///j,ji� all T.c> u,., 5,-0" f 10,_0. fir' I 10,-0. 5.1" :...� .. �,/�/J/ JJJ J/l J/ / , / / , ' < F 1° ! 1 ( I 7 / 1 (' I I .: I" 1 ,'�� I I//''// ////,//„//� o - - o I - _ — - o- — —I -o o- - — -o-1 o — - RTU -o o- o — --� •o - — 1 - 0 1 o- 1-- — -o �— — -10 — -o cam— " , -/5/ > ,6 ,7 1 ,//,, // /// l//ll//l is 1 I li <;', 1 2 114° 11 I RTU 1 1 I 1 1 '// '/ I'/l/7j. / ,t;. WOOD BEAM , " /,/ /,/ L. //,�-��y- / I 1 I If I 1 I I II v ( f 1 I '7„J/'// I / / / / 7/ / / /, // /// /fit /,' / /,' J / / f /'/ /' J/ 0- O-, --0- I' 0-0" e 8-8” I 7'-2"�. r -O T-2" 0- �- e I °� Iz nl @ O- — -O ^/ o — O, r l I 1 / R r'.�j , —O O— —'O , r0- - O / J _ o� I I� I 1 `-•/ 1 27" GL LAM n( • / 0-, 20 19 I q1 - 1 s / i I//�l J/ i'7/' /,' 1 i, / J / / /l, , , / / / / j 7 7 Iva � - 7 / l; f r I'`,./ ,, 1p 1; { ,� f , rl 1 ( � :,� 10 h 1 / /-/7,-,4- / a u..,.e.--7-,,,/,,„/// / /,/j / J// /'-, - / I� . -I' II ,./' :1' . 1112 1 1114"/O 1114" I rd' 1 /'- �I� g _ 1114 ( O- / I, - / I / 114— , 112" ( 1" 11,!4' 1 r' 1 ! rn % 1 '\ "- 0 ° "„ ,14" 1 1114" (. �- /. , 1f"''//l/. / �,L,,2,/ /j',7- ' /O� O- — • _ • • O —o- — -0 0- — --0. — -O •— • • ., -1/, _ /////// /I /7,7/7,7,7- / / 1 / ,,/ /7. ,7�„% ` • I I -. ' I"� �1 i :f I I ,.'.h o I 11=✓11p ' X 1112" ( ��7 �- LI ( 11/> 11 la I iti> I s Cn*',/ 1U_^.-11`4 ( I ti? l�.w'i = yy / 22 ( 21 o /// I 'lJL .T.,/, // _ o ¢ 14' WOOD BEAM x ., € „, �K S u, / / / / / / / , /1 /® ; j 16 ' 1 1, _ _ _ IR , `' ; 5,_0, t0'-0" I IF I" I I , /// h /, /// / / / ///_//y x� 1 , 1; I , L. , II1i 117 1p1IA 11/4" T�„�,. _. - I/ /// /, / / / 7-/ / / f' ... -` - '. '- 4:0;m1 ; �� , /0 \ o_ . I� p-1�_._.. .� — ( -o o- '-- o- -o� — .-. o-- — --�' -o o- -o-1= — -o I J 0 � , T/77('' / 1 ' _ .I, \Til' ® 4 %/ / / ,'///'///'j I �' li I I 11 II ' �y I 1.'l//// / / / /_/ / l•-• ` • �1 1 2G1 JI " s 27° GL LAM ' L.///7/ _ ,/ ..... ... /,,,/,,,1__ '' t I 1_ 1 Ir I I I 11,/ 1•I 1 /7, ///I/1 / / / �� !, (". I .. (!1 1 1/ j 1 1/4° 1 114" b I O- ! - 0- r t 0- -1 1 q p- �? — --0- -O •— • • :, 1//,/// Ifi 1' /,5 7/ / / ,/-7` - / 1 // / / / 7/, -_ "1 1/ 1 4,-6• � p /O \ g' -g• g'_0^_.I :,� O- — - / - -I — -0 -off — — �= — -,. -p . — / / 1,7/ '///J/// 1 11 I ( 26 I 25 , /I _ • 1 112fj r i//7/klig /7 , hlO ,4°W.00DBEAM - /'�!'I n/! 1 n!( 1 // //'l/;'T "1 -I, 6 ;I o I " j _ I R%` `." ,'E.' <^/ ^/ ' r� > - - - - -- - ...-.,....1',/,/ /// �-;.�l ,/7 J/, _ , r� ii.__.- I I I< is /v 1 < r I /v �1 X11 1 jv k tt/4° tIit4"/ 1 r �1. 1 < r _ /�` /- /,/,/,, /J/ /// ///./� m _ .._..,. ,I ..1 4� ^ ¢ J i I - °" �J 1 - / '' //, /// /;/' 111G.! ,Pa_ 11(4" 11/4" /ci> 1714° , ti{" 1 tom, / i-1" /d7 11%_�1,F' I ..1--:,�_5t� /c> 111.:. /`5> 1 Vq" �E. 1:-1 ._-. �/ i' 4.� fl 11/4' ;"� l/ / — ( ...:- /jIj / / 2" EV 5' <„�'/ O- -o-'-- 7" z, — — <nti^J ./ -O 0— — — -O'.. --0- `i 0- —1115° p}'Ic < — < 0 — -p `,' �8" • •:F ' ry 16._0. 1 `- — --v 8" %v B" 6" /v 1 (I1 6� I �t i i/.„/„.. l 6"/ � L aka-' �_ 1 j // �.. 0'-4" �. „� o.J '� ,, _.._.. L..6" 10-0 I i�� ( ( I I. 1 1 11 ( 02 8" E{O:D 4 I1 1 1 I I I II I o 1 1 I I I5! ✓3 L._.. ... _--_.®..-.-... _ / 7 / /`/-/ /-/ i� i /-_i "i /-/ /-/',,/7 J /::7'-/ / / /-/"/ r -r/ -/ r/ / / /--r-/-r-,�-r/--T -/-/ / / /-i / / / / / i / r6,2/ 77 7777- /-•-//„//7/✓//////////////.//////1/-/////////l///////// I. 4� / ///1' //// / / / // / / // /,/ /.J//////////././:/-/./.l./.•:./:/./-/././././././././.l./././.l./, _ 1” __ ... -,._.,..,._...._-_.�__®,-..._..-..-.....®.�,.. 1 1 . , ,- ®.-,......m., °• .�'// 1 / /1 / ///l'//////////✓/// - ///. 7,!"// :_ ... 1 _ /,/ l / /./ / / / / / / / / / / / / / / / / /,/e/,//, //// ///// / / / / / / / / / _/� /__/_./ ////////// ////h///////////////////////////////// /,j7 / / / / / / /J JI/ / / / / /./ / / / / / / / / / / / / / / / / / / / / /./-/ / / / / / / /, / A / / / / /Y, / J / / / J / / / J / / / / /'�/ / / / / / / /./ / / / / / / //,, `NEW 2" DOWN TO BELOW MEZZANINE CANOPY DRY PIP_ SPRINKLER 1 - EX/ TING 8" AND 10' U.G. FIRE SERVICE MEZZANINE FIRE SYSTEM TO REMAIN LEA -INS. SEE SHEET FP1.2 FOR SPRINKLER SYSTEM 1 Col TINNUATION HYDRAULIC DESIGN INFORMATION AREA NUMBER CODE NFPA13 NAZARD ORDINARY GROUP 2 TYPE REMOTE 1581 SQ Fir- SQ. FT N Q. 20 INSIDE HOSE ALLOWANCE NIA OUTSIDE HOSE 250 GP ALLOWANCE EA 126 SQ. FT TOTAL SYSTEM REQUIREMENTS: 397.9 GPM @ 44.7 PSI @ BOR / FIRE SPRINKLER CONTRACTOR TO SUPPLY DRY PENDENT SPRINKLERS FROM EXISTING DRY PIPE SPRINKLER SYSTEM AND VERIFY/PROVIDE PLENUM SPRINKLER PROTECTION., (ACCESS TO THIS SPACE WAS NOT AVAILABLE AT THE TIME OF CCI'S SURVEY) /7, , •1 7, / 7// i7- / ,/l SYMBOL KEY / l NEW PIPING j-- - - -II EXISTING PIPING TO REMAIN r3E * PE -K-/ EXISTING PIPING TO BE DEMOLISHED CONNECT TO EXISTING PIPE AND/OR FITTING 1- 7 X DEMOLISH EXISTING SPRINKLER AND PIPING BACK TO OUTLET ON BRANCH LINE EXISTING BRASS UPRIGHT TO REMAIN EXISTING DRY PENDENT TO REMAIN • NEW TYCO CHROME RECESSED 0 NEW TYCO BRASS UPRIGHT NEW TYCO BRASS UPRIGHT NEW TYCO DRY PENDENT Q NEW TYCO EC DRY SIDEWALL ORD/5.6/QR HIGH/16.8K/SR INT/5.6/0R INT/5.61SR INT/11.2/SR APPROXIMATE CENTER LINE ELEVATION OF EXISTING PIPE A.F.F. AND/OR CENTER LINE ELEVATION OF PIPE FROM TOP OF JOIST RECOMMENDED CENTER LINE ELEVATION OF PIPE A.F.F. AND/OR CENTER LINE ELEVATION OF PIPE FROM TOP OF JOIST CENTER LINE OF SPRINKLER: ALIGN WITH LIGHTS AND/OR OTHER SPRINKLERS: COORDINATE WITH OTHER TRADES. - -- RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT CAPPED PIPE -6- 1' AUXILIARY DRAIN WITH 3/4' HOSE END ADAPTER • HYDRAULIC REFERENCE POINT OUT OF SCOPE SEE SHEET FP1.2 AND FP1.3 FOR NOTES, DETAILS AND ETC. / / /. / / / J / / / / / /JJJ / / /I/ / / / / / / / / / -/. / / /7 / / / / 7 / / / / / / //////// 7_4_c.._L_1/_./'-J../_<._.J_/_.. EXISTING CANOP DRY PIPE SPRINKLER SYSTEM TO REM IN 1' AUX DRAIN WITH 3/4' HOSE END ADAPTER NEW 2" UP TO OVERHEAD FIRE SPRINKLER SYSTEM CrP1.1 BELOW MEZZANINE FIRE SPRINKLER PLAN SCALE:1/8' =1'-0" DATE REVISIONS DESCRIPTION BY A HANGERS BEAM! CLAMP W/ RETAINING STRA HYDRA + C DESIGN INF RMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS SIDE BEAM BRACKET AREA NOME 2 CODE NFPA 13 SYS TYP WET C EYE SOCKET E G H NUT & PLATE KWIK-BOLT SHER REMQTE 158 AREA QSQ FT. DENSITY GPM/SQ. FT. .20 INs10ElIOSE ALLOWANCE N O AUQ EH 250 GPM AREA PERR 126 SQ, FT, SPRINKLE HDI-P SAMMY SIDEWINDER SAMMY SUPERSCREW COACH SCREW ROD TOTAL SYSTEM REQUIREMENTS: 97.9 GPM @ 44.7 PSI @ BOR YDRAULIC DESIGN INFORMATION — r L CEILING FLANGE U -HOOK AREA NUMBER ODE NFPA 13 HAZARD ORDINARY GROUP 2 TYPE WET REM SHORT STRAP WALL BRACKET 81 SQ, FT DENSITY OPMISQ. .20 INSIDE HOSE ALLOWANCE N/A OUTSIDE HOSE 250 GPM AREA PER ALLOWANCE SPRINKLER TRAPEZE Y S. 397.9 GPM © 44.7 PSI @ BOR AFF BTS BOD BOJ BOP BOT CTS FO IFOW NAS OTS UNO --IS ABOVE FINISHED FLOOR STATIC BOTTOM TO STRUCTURE — XX PSI SY MAKE ODEL SIN TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY BOTTOM OF DECK RESIDUAL BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL NO AUTO. SPRINKLERS OPEN TO STRUCTURE UNLESS NOTED OTHERWISE RIGIDCOUPLING FLEXIBLE COUPLING XX PSI GPM FLOWING XXXX GPM DATE & TIME PER: XX/XX/XXXX LOCATION: CHE CONSTRUCTION, c buybuy Baby 17574 Southcenter Parkway Tukwila, Wa FIRE PROTECTION PIPING PLAN PERMIT NO: JOB N0: S AUTHORITY: CITY OE TUKWI NOTES: TOTAL PROJECT SPRINKLERS = TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PHONE: CSI Construction Co. Inc. 17721 NE RIVERSIDE PKWY PORTLAND, OR 97230 503-907-0070 FAX: 503-907-0077 DESIGNER P. DELGADO SCALE: DATE: 9/22/2014 REVISED / / PLOTTED / / FP3OF4 5:\Archer Jobs \2014\S14-113 Buy Buy Baby \Colculations\Sway Broce\Ltiff S:\Archer Jobs \2014\S14-113 Buy Buy Baby \ Calculations \Sway Brace \2.tiff S: \Archer Jobs \2014\S14-113 Buy Buy Baby \ Calculations \Sway Brace \3.tiff 5: \Archer Jobs \2014\S14-113 Buy Buy Baby \Calculations\Sway Brace\A.tiff 5: \Archer Jobs \2014\514-113 Buy Buy Baby\Calculations\Sway Brace\B.tiff S:\Archer Jobs \2014\S14-113 Buy Buy Baby\Calculations \Sway Broce\C.tiff FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4L LONGITUDINAL "IN-LINE" SWAY BRACE ATTACHMENT ASSEMBLY (2 - 8' PIPE ONLY) ANGLE OF BRACE WOOD JOIST >.I EQUIVALENT PRODUCT) FIG. 100 ALL THREAD ROD �/— FIG. 25 SURGE RESTRAINER CLIP ��-FIG. 200 ADJUSTABLE RING HANGER STANDARD HANGER PIPE ROD 1' THROUGH 4' 3/8' 6'AND 8' 1/2" LONGITUDINAL EARTHQUAKE BRACE 02 TOP BEAM CLAMP, ROD, AND RING 03 SOURCE:VER. 2013.A NOT TO SCALE SOURCE:VER. 2013.A NOT TO SCALE LEAF SPRING CONFIGURATION & ORIENTATION BEFORE NUTS ARE TIGHTENED TO ASSURE MINIMUM REQUIRED TORQUE -TIGHTEN HEX NUTS UNTIL LEAF SPRING IS FLAT Ingo TOLCO FIG. 1000 'FAST CLAMP' 8 WI LEAF SPRING SHOWN FLAT TOLCO FIG. 25 SURGE RESTRAINER TYPE 1- FOR 1' AND 1-114" PIPE AND HANGER TYPE 2 - FOR 1-1/2" AND T PIPE AND HANGER FOR 2 112 " PIPE THREAD ROD TO TOP OF PIPE 16 TOLCO FIG. 25IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY TOLCO SWAY BRACE ATTACHME PIPE = 1' THRU 2' PER NFPA #13 TOLCO FIG. 1001 "SWAY BRACE' ATTACHMENT ANGLE OF BRACE WOOD JOIST BRACE ATTACHMENTS MUST BE USED ONLY WITH OTHER TOLCO PRODUCTS, TO MAINTAIN U.L. LISTING. FAST CLAMP SOURCE:VER. 2013.A 04 NOT TO SCALE FIGURE 25 SURGE RESTRAINER SOURCE:VER. 2013.A 05 NOT TO SCALE LATERAL EARTHQUAKE BRACE 06 SOURCE:VER. 2013.A NOT TO SCALE SHOWN WITH PIPE OI SWIVEL SWAY BRACE ATTACHMENT CEILING CE OF SPRINKLER FITTING MANUFACTURERS REQUIRED MAXIMUM DISTANCE - CLOSURE X114' MINIMUM DISTANCE MOUNTING PLATE SOLID WOOD BEAM CONSTRUCTION ROOF/FLOOR DECK NOTE: FOR ALL OBSTRUCTED CONSTRUCTION PROVIDE SPRINKLER DEFLECTORS AT A MAXIMUM OF 2T FROM THE DECK BRANCH LINE' 6" SOURCE: VER. 2013.A 07 NOT TO SCALE VERTICAL TOLERANCES FOR RECESSED SPRINKLERS 08 TYPICAL SPRINKLER LOCATION FOR OBSTRUCTED CONSTRUCTION 09 SOURCE: VER. 2013.A NOT TO SCALE NOT TO SCALE BRANCH LINE /- NEW UPRIGHT SPRINKLER CEILING NEW r DROP TO NEW SPRINKLERS AS IDENTIFIED ON DRAWINGS TYPICAL SPRINKLER DROP DETAIL (MEZZANINE AREA) SOURCE: VER. 2013.A 10 NOT TO SCALE 8-0 GLU-LAM OR BEAM MODEL #SWG 20 4-7 3-5 GLU-LAM OR BEAM MODEL #SWG 20 5/8" HOLE W/ / W NUT & WASHER2 BALL THREAD ROD DUELED END TABS HANGER RING 15-2 TO DEMISING WALL EXPIRES 4 / 9 / I S REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS DATE DESCRIPTION BY A BEAM CLAMP WI RETAINING STRAP SIDE BEAM BRACKET O EY= SOCKET NUT & PLATE WASHER KWIK-BOLT AREA NUMBER REMOTE AREA SO FT. CODE HAZARD SYSTEM TYPE DENSITY GPM/S& FT. INSIDE NOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER F HDI -P G 14 L SAMMY SIDEWINDER TOTAL. SYSTEM REQUIREMENTS: SAMMY SU?ERSCREW HYDRAULIC DESIGN INFORMATION COACH SCREW ROD CEILING FLANGE U -HOOK SHORT STRAP WALL BRACKET AREA NUMBER REMOTE AREA Sa FT. CODE HAZARD TY DENSITY GPM/SO. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER P TRAPEZE TOTAL SYSTEM REQUIREMENTS: AFF BTS BOD BOJ BOP BOT CTS FO IFOW NAS OTS UNO Br 8 ABOVE FINISHED FLOOR BOTTOM TO STRUCTURE BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUR FIELD ORDER INSIDE FACE OF WALL NO AUTO. SPRINKLERS OPEN TO STRUCTURE U N FSS NOTED OTHERWISE RIGID COUPLING Fl FXIRI F IUNIPLNG STATIC RESIDUAL XX PSI XX PSI SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY GPM FLOWING DATE & TIME )(XXX GPM XX/XX/XXXX PER: LOCATION: CONSTRUCTION, INC buybuy Baby 17574 Southcenter Parkway Tukwila, Wa FIRE PROTECTION DETAILS PERMIT NO: - JOB NO: 514-113 AUTHORITY: CITY OF TUKWILA NOTES: TOTAL PROJECT SPRINKLERS = TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PHONE: CSI Construction Co. Inc. 17721 NE RIVERSIDE PKWY PORTLAND, OR 97230 503-907-0070 FAX: 503-907-0077 DESIGNER P. DELGADO SCALE: 1/0- = 1'-0' DATE: 9/22/2014 REVISED I I FP 4 OF 4 PLOTTED /I