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3440 Federal Dr - Fire Protection Forms/e) f / -ffZ-e-? l ## ## # # # # # # # # # # # # # # # # # # # # # # ####### # # # # # # # # # # # # # # # # M. -3-E 3M.- -34 -3* 4* 3A= 3G:• -X. 3W- -14.- -W- -I-E- 3*[ -M, -3-r- -3-' 1* A* -3* 39:• 3F 3*E??:3* -I-q' }ff- -3* 3*E # 3* 3E 3* -m- -m- -m- -i.- -3* 3M.- -341 -Xv 3rt• 3?E 3E 3*E :I*f.- =kA- 3 3*C 3*F 3E A* -3* 3d= 3AE 3E 4* 3F -X -X- # CONTRACTOR INDUSTRIAL SPRINKLER CORPORATION # # NAME YANKEE SQUARE #1 # LOCATION FEDERAL STREET .°5i WASHINGTON AVE. EAGAN MINN. # # SYSTEM NO. ONE # CONTRACT NO. 8977 ad•EG*fl??T?-+:?G`aL S?'[.:Id?@BxLE?: ?C?FiF'? ? 9aR Ce F 7C 1 Q T?? E 3'^'6 3 N N- 5 S 1 :L ? .eIL 2-EeZ5 ;-5-?7 4s04 . HYDRAULIC DESIGN INFORMATION SHEET NAME YANKEE SQUARE 01 DATE 12/16/80 LOCATION FEDERAL STREET & WASHINGTON AVE. EAGAN MINN. BUILDING TWO FLOOR OFFICE SYSTEM NO. ONE CONTRACTOR INDUSTRIAL SPRINKLER CORPORATION CONTRACT NO. 8977 CALCULATED BY LESTER STEICHEN DRAWING NO. 1 OF 1 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 9-0 OCCUPANCY OFFICE AREAS S !(X)NFPA13 (X)LT.HAZ. ORD. HAZ.GP.( )1( )2( )3( )EX.HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE 2-2.1(B) CURVE LIGHT S !( )OTHER T !(X)SPECIFIC RULING A-1-7.2.1 MADE BY N.F.P.A. 013DATE M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE "DENSITY-GAL/MIN/SO.FT .1 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 188 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 100 MAKE "CENTRAL" MODEL "A" S !HOSE ALLOWANCE GPM-OUTSIDE 250 SIZE 1/2" K-FACTOR 5.6 I !RACE( SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 G ! N ! CALCULATION ! GPM REQUIRED 228 PSI REQUIRED 62.06 AT BASE OF RISER SUMMARY C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W ! WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE & TIME ! RATED CAP 0 ! CAP. 0 T !STATIC PSI 68 ! AT PSI 0 ! ELEV. 0 E !RESIDUAL PSI 60 ! ELEV 0 R !GPM FLOWING 2250 ! ! WELL !ELEVATION "STREET ! ! PROOF FLOW GPM 0 S P P !LOCATION :C.W.MAIN ON WASHINGTON DRIVE L !SOURCE OF INFORMATION :CITY OF EGAN ENGINEER DEPT. Y ! ".COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED % PALLETIZED RACK % M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING IN INCISES: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE FT. G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! JOB- YANKEE SQUARE 01 JOB NO 8977 DATE 12/16/80 PAGE 1 •*********** *****************UNDERGROUt4D FLOW DFl7Ax• * ## ##* # # * *#*##*# CITY WATER SUPPLY STATIC P= 68.00 RESID P= 60.00 RESID Q= 2250.0 FLOW FROM CITY SUPPLY AT 2 0PSI = 5927 GPM ELEVATION= +0.00 DENSITY= 0.100 AREA= 1500.0 RACKS= 0.0 INSIDE HO SES= 0.0 OUTSIDE HOSES= 250.0 % OVERAGE = 0.25 OVERAGE = 37.50 SYS FLOW = 187.50 PRESSURE FROM CURVE = 67. 19 PSI AT 650.0 GPM NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW 1 8.071 140 25.00 MQ 0.0 0.03 400.00 2 6.065 140 270.00 MQ 0.0 1.31 400.00 PRESS AVAILABLE FOR SYS = 63.85 -- DENSITY X AREA 0.100 X 1500.0 - 150.00 Y. OVERAGE = 0.2 37.50 RACES - 0.00 INSIDE HOSES - 0.00 OUTSIDE HOSES = 250.00 ?s - FLOW REQ'D FOR SYSTEM = 187.50 FLOW AT BASE OF RISER = 187.50 MIN FLOW AT BASE OF RISER = 400.00 TOTAL FLOW = 650.00 STATIC PRESSURE 68.00 RESIDUAL PRESSURE 60.00 RESIDUAL FLOW = FLOW FROM CITY SUPPLY AT 20PSI = 5927 GPM PRESSURE FROM CURVE C TOTAL FLOW = ELEVATION = 0.00 FT = NO. DIA "C" LENGTH FACTOR + FLOW 1 8.071 140 25.00 MQ 0.0 2 6.065 140 270.00 MQ 0.0 ADDITIONAL VALVE LOSS' ETC. SAFETY MARGIN (IN PSI) _ PRESSURE AVAILABLE FOR SYSTEM = 2250.00 67.19 0.-00 -0;-00 PF FLOW 0.03 400.00 1.31 400.00 1.00 1.00 63.85 JOB- YAN KEE SQUARE N1 JOB NO 8977 DATE 12/16/80 PAGE 2 ******** ***********************BRANCH LINE F'RODFS**** *# ** ***# ***** *#****** SPRKLR. QA "C" EQUIV. PIPE PT PT IDENT. FLOW DIA. FITTING FTGS. PE PV *#*** NOTES ***** OT LOSS/FT LENGTHS TOT. PF PN 18.80 1.049 OE 2.0 2.00 11.27 OA-•.100 X 188.00SQFT 8 C=120 IT 5.0 500 0.00 K= 5.600 -------- 18.80 --------- 0.1160 --------- --- - 7.00 ---- 0.81 -------•-- ------ --- ---------- ------- 0.00 --- - 1.380 --- - 15.00 -- 12.08 12.08 V= 0.000 P= 11.97 8 C=120 0.00 0.00 0.11 Q= 18.8 IN 1.380" 18.80 0.0305 15.00 0.46 11.97 -------- --------- 18.97 •------------------ 1.610 -------- 15.00 ------_`- 12.54 12.54 Y,= 5.410 P- - 12.30 9 C=120 0.00 0.00 0.24 CI= 37.7 IN 1.610" -- 37.77 -- 0.0523 15.00 0.79 -- 12.30 ------- •-- ----------- ------- - ----- ------- 19.34 ----------------- 1.610 OE 4.0 -------- 10.00 --------- 13.33 13.33 K= 5.410 P= 12.78 10 C=120 IT 8.0 8.00 0.00 O.S5 [)= 57.1 IN 1.610" 57.11 0.1125 18.00 2.03 12.78 ------------------------- NH 57.11 3 S /-LOW/?t/(e ? ----------- 15.36 -------- -•-- K 1= 14.57 e ------- 1 i -- - -------- -!5wv_'S - -'_r--- --- ------ -- ----------- ------- 16.66 1.049 1E 2.0 16.00 8.85 Q=K*S@R(P):P= 8.85 1 C=120 2.00 0.00 K= 5.600 16.66 0.0928 18.00 1.67 -------- --------- 17.55 ----------------- 1.380 -.------- 14.00 -------- 10.52 - - - V= 5.410 P= 10.52 2 C=120 0.00 0.00 CI= 34.2 IN 1.380" 34.21 0.0923 14.00 1.29 - ---- -- ------------ ------- -------- ------ 17.92 ------------------ 1.380 -------- 10.50 ------------ 11.81 -- 11.81 K= 5.410 P= 10.97 3 C=120 0.00 0.00 0.84 a= 52.1 IN 1.380" 52.13 0.2013 10.50 2.11 10.97 ---- -- ------------ ------- -------- -------- 19.01 19.01 ----------_-------- 1.380 -------- 11.50 -----..---- -- 13.92 -- -- 13.92 K= 5.410 P= 1.35 4 C=120 0.00 0.00 1.57 0- 71.1 IN 1.380" 71.14 0.3579 11.50- 4.12 --- 12.35 ------ --._----- -------- 22.04 ------------------- 1.610 ------•-- 8.00 --------- 18.04 18.04 K= 5.?a10 P= c 16.59 5 C=120 0.00 0.00 1.45 0= 93.1 IN 1.610" 93.18 0.2783 8.00 2.23 -- 16.59 --- -------- ----^--- 22.96 - 1.610 --- 15.00 ---------- 20.27 20.27 K= 5.410 P= 18.01 6 C=120 0.00 0.00 2.26 Q= 116.1 IN 1.610" 116.14 0.4184 15.00 6.28 18.01 ------- ---? - - 26.04 --- ----..-._.....------ 1.610 OE 4.0 -------.-- 5.00 -- L 26.55 26.55 K= 5.410 P= 23.16 7 C=120 IT 8.0 8.00 0.00 3.39 C)= 142.1 IN 1.610" 142.18 0.6083 13.00 7.91 23.16 142.18 7 /? /-LoL?/NG 34.46 K 2= 24.22 1i - ??-3* XNDusT1:;:JL -u L_ !s F'F<JEN V, JOB- YANKEE SQUARE ##1 JOB *##*x######*#CiRANCH LINE HYDRLC. GA DIA. EQUIV. PIPE REF. FLOW "C" FITTING FTGS. POINT OT LOSS/FT LENGTHS TOT. NO 8977 DATE 12/16/80 PAGE 3 F'ROOFS#*#*?r**##x#???*???a?##*?#*.*?#***? PT PT PE PV *###* NOTES *### PF PN rO T/}6 Orc /d h??-mss ?LaW,.vG .N R4e^ oT,6 ^,20,9- H/?9o // 9 'dl'mT = //,? 4`4 3" - r 3 e AVfn = z 7 6 AV- .r /6"10 4Ar_ = 1.'T6 7 ?B k9 /a = 8B °?i=? 7SZ 16 S3 '2-'Ky,c7- h'G7-0 }L Aoi Z C 2 14•5 7 ba*ns F`dw?Nv k= Z 4, rv -rv4. k = 3 5.7 9 /9-T • $ P. s . r. -IMF *E# 1N E>Ui 3TF: I FaL 13 F'F: I MKL-1=F 00 F:F-^0 X1-•9- a ON ? ## JOB- YAN KEE-SQUARE 01 JOB NO 8977 DATE 12/16/80 PL)GE 4 ******** ******************REMOTE AR EA TO BASE OF RISE R###??********#*****##** SPRKLR. QA "C" EQUIV. PIPE PT PT IDENT. FLOW DIA. FITTING FTGS. PE F'V ***** NOTES ***** _ QT LOSS/FT LENGTHS TOT. PF PN 227.71 2.635 IE 6.0 67.00 -------- ---- * >:P= 34.46 it C--120 6.00 0.00 K= 38.790 -------- 227.71 0.1320 ---------------- - -- -- 73.00 9.64 -- --------------------------- 0.00 2.635 -- ---- -- 1E 6.0 ------- -- 54.00 --------- 44.10 44.10 K= 0.000 P= 42.89 12 C=120 6.00 0.00 1.21 Q= 227.7 IN 2.635" ---- --- 227.71 0.1320 --- ----- 60.00 7.92 42.89 - - -------- 0.00 4.026 -------------- - 10.00 52.02 r? 52.02 K= 0.000 P= 51.80 13 C=120 46.00 .. C.1.. 0.22 Q= 227 7 IN 4.026" 227.71 0.0167 46.OOFT 56.00 0.94 51. E=.4331X 21. --i ---- -- --- - -27.71 r ------ ------ B9_,CA?r dpF ------------- - - R/5460gZ62.06 -----------.-- -- K 3= 28.91 4 --------- --------------- ------------ - ------- ------??_ . hs<? _J=-oWirYG -- /? ?-OC? C?•t?-/k- ?}T 63.85 J°-S_?'? U/YO,?s?G?2.DcJ.rSrv f=LO?s/ ,L>r?TiS?'•