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91-100220 CITY OF BUILDING INSPECTION FEDERAL WAY B U I L D I N G P E R M I T 941-1555 1 I -- I 0 c�aa-a PERMIT NO. 91-1H4 FSS OWNER'S NAME FRED MEYER JOB ADDRESS 33702 21ST AVE SW CONTRACTOR �DERSON CONSTRUCTION ��Ess 6 712 N CUTTER CIRCLE PORTLAND OR CONT. PHON�5 O 3� Z H 3-F)712 CONT. REG. NO. ANDERCCIZIMA OWNER'S PHONE (503) 721-3500 OWNER'S ADDRESS SIOO SW MACADAM SUITE SOO PORTLAN R TYPE JOB: NEW RESIDENCE ADDITION NEW INDUSTRIAL NEW COMMERCIAL COMMERCIA�ADD. INDUSTRIAL ADD. NEW PUBLIC PUBLIC ADD. NEW MULTI-FAMILY SUNITS ) MULTI. ADD. SIGN GRADING OTHER FIRE SUPPRESSION SYSTEM rnx accouNr r,o. z42103-9099-31 LEGAL DESCRIPTION ISSUED BY JOANNE JOHNSON DATE OF ISSUE �z .yz 7 �7 I DATE OF APPLICATION 2-ZO-91 BUILDING INFORMATION ZONE OCCUPANCY TYPE OF CONSTRUCTION BIDG. SQ. FT. SET BACKS: FRONT SIDE REAR STORIES HEIGHT LIMIT PLUMBING NO. NO. MECHANICAL APPLIANCES AMT. AMT. BOND WATER CLOSETS ELEC. HOT WATER HEATER GAS PIPING FT. BOILER BATHTUBS LAUNORY DRAINS COMPRESSOR _ TANK(S) RECEIVED _ SHOWERS URINALS FORCED AIR FURNACE AIR HANDLING UNIT NUMBER LAVATORIES DRINKING FOUNTAINS GAS HOT WATER HTR. MISC. SINKS MISC. CONVERSION BURNER BASIC FEE RETURNED DISHWASHERS TOTAL FIXTURES UNIT HEATER TOTAL MECHANICAL AMOUNT VALUATION 18�920.00 BUILDING/FIRE DEPT APPROVAL: RC 2-20-91 PERMIT FEE I9H.OO PLAN CHECK FEE 129.OO PLUMBING FEE MECHANICAL FEE _ TOTAL BLDG. FEES PART P/C FEE SEPA REVIEW ATE: .��-v( ��-� ! WATER SERVICE WATER MAIN CHG. OIINT: S.B.C.C. FEE 4.50 $495_00 OTHER FEES F.De 163.50 CEIPT- ��j � 5� AMOUNT DUE 495.0� � ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE. I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET: � OWNER OR AGENT '� `J�«_�. ' DATE ��- �� �`� � - Permit # �� " `��/��s� ������ ��t2 0�1�i CITY OF FEDERAL WAY `�`` BUILDING PERMIT APPLI ATION /� _-T- - � , ��T+��'��!��� —Please Print— � � ( ��(I y!��_,a.Q�/``��1�r ��, r/� � �� � BOX 1 TENANT NAME: j=��-�) Ni C=y�=�71._ � -� -�a _� v �S t�� S��/ OWNER 7`r;-r: /Z� �.f,�i� vc p C=r� . SITE LOCATION �! s'/-�-✓� ��1�, �� �' 3_s 7 ��''` OWNER'SADDRESS .S�vL� Sc-�✓. �"l��AnM� 5�•��� Sc�.CITY f-'�r�7��!rp .C�2 PHONEC-��3 ) 7z � ss�=> DESCRIBE JOB C�--���,r-:.«r L�N��?zcrRcun.�.� Frt� 1"�,zE:�zzrr� S';�t-r�-r THE PROPERTY IS OWNED BY: SINGLE/MARRIED PARTNERSHIP CORPORATION X BOX 2 CONTRACTOR'S NAME �n��C�izc�N ��'�''S�'��%��n� � �, CONTRACTOR'S REG. # /��.��'-�� I z i M t� Card MUST be presented� CONTRACTOR'S ADDRESS � � �� N� �u��`'L ���<< � CITY �'c�Tu+,�.� �`1` PHONE (st'�) --'��� �� T� Z EXPIRATION DATE % ' /" / —OR— I HAVE READ CHAPTER 18.27.010 RELATING TO DEFINITIONS OF GENERAL CONTRACTORS AND SPECIALTY CONTRACTORS AND CHAPTER 18.27.110 WHICH PROHIBITS ISSUING PERMITS WITHOUT PROOF OF REGISTRATION. BOX 3 CONTACT PERSON �,eiti„v /tiJ E'T Z_ PHONE �Sz�.3) 7z-i - 3S�9 BOX 4 SEWER DISTRICT �����r� GvP,-,� �Z�,r+�tiz- v 5�,:�� WATER DISTRICT �t��� �U� d�t;;�rx rf-ro ��w�'7�- BOX 5 ESTIMATED PROJECT COST Z-I� ,SZ�C'� � �--- EXISTING BUILDING VALUATION S. %����%, c:�c,r_> BOX 6 PROPERTY TAX ACCOUNT NUMBER �'1f--Z-��;`3 -� �C� �.� - �� LEGALDESCRIPTION �-v-� �3 cF N��'i vF i,ve-�i �,+rc.t' (uri•',z.�ccuoc� ) (If necessary, please submit a separate page with the legal description.) K.C. Plat Recording# BOX 7 BUILDING SQUARE FOOTAGE: (Existing/Proposed) 1ST FLOOR � l /�� CKL 2ND FLOOR D l �=> 3RD FLOOR / — BASEMENT —' / �— DECK / -- GARAGE � / -- BOX 8 ( ) SINGLE FAMILY �'j NEW CONSTRUCTION ( ) MULTIFAMILY (N0. OF UNITS = ) ( ) EXISTING STRUCTURE (�f COMMERCIAL/INDUSTRIAL TOTAL AREA OF PROPERTY SQ FT BOX 9 PLUMBING FIXTURES (including rough-ins) MECHANICAL APPLIANCES— BASIC FEE$ N0. WATERCLOSETS GAS PIPING, FEET $ BATHTUBS N0. FURNACE, ELEC. GAS $ SHOWERS GAS HOT WATER HEATER $ LAVATORIES CONVERSION BURNER $ SINKS BOILER, SIZE BTU $ DISHWASHERS AIR HANDLING UNITS $ ELECTRIC HOT WATER HEATER HEAT PUMPS, SIZE $ LAUNDRY WASHER OUTLET UNIT HEATERS $ URINALS AIR COOLING UNITS, SIZE $ DRINKING FOUNTAINS COMMERCIAL HOOD $ SUMPS, SPRINKLER VACUUM BREAKERS OTHER $ DRAINS $ OTHER $ TOTAL FIXTURES $ TOTAL MECHANICAL FEE $ I CERTIFY UNDER PENALTY OF PERJURY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND FURTHER THAT I AM AUTHORIZED BY THE OWNER OF THE ABOVE PREMISES TO PERFORM THE WORK FOR WHICH PERMIT APPLICATION IS MADE.I FURTHER AGREE TO SAVE HARMLESS THE CITY OF FEDERAL WAY AS TO ANY CLAIM(INCLUDING COSTS,EXPENSES,AND ATTORNEYS' FEES INCURRED!N INVESTIGATION AND DEFENSE OF SUCH CLAIM), WHICH MAY BE MADE BY ANY PERSON, INCLUDING THE UNDERSIGNED, AND FILED AGAINST THE CITY OF FEDERAL WAY, BUT ONLY WHERE SUCH CLAIM ARISES OUT OF THE RELIANCE OF THE CITY,INCLUDING ITS OFFICERS AND EMPLOYEES, UPON THE ACCURACY OF THE INFORMATION SUPPLIED TO THE CITY AS A PART OF THIS APPLICATION. ,,�j D�a✓c �� �AJG-1Na'�d OWNER/AGENT: - _� - ��-- DATE: � � .% —� / ANP-008 3/90 OFFICE USE ONLY (PLEASE DO NOT WRITE BELOW THIS LINE) ZONE SETBACKS: FRONT SIDE REAR HEIGHT LIMIT PLANNING DEPARTMENT APPROVAL REMARKS: . SEPA: EXEMPT NOT EXEMPT FIRE DEPARTMENT APPROVAL ��''i=� DATE <�-�'/'`�7 ,/ REMARKS: PUBLIC WORKS DEPARTMENT APPROVAL DATE w REMARKS: I TYPE OF JOB: NEW RESIDENCE RES. ADD/ALT NEW INDUSTRIAL IND. ADD/ALT NEW COMMERCIAL COMM. ADD/ALT NEW MULTIFA ILY (UNITS ) MULTIFAMILY ADD/ALT TENANT IMP. OTHER � � r�v��� � l ��- OCCUPANCY � TYPE OF CONSTRUCTION STORES BUILDING SQ. FT. @ _ ��—� -� C�� BUILDING SQ. FT. @ _ BUILDING SQ. FT. @ _ BUILDING SQ. FT. @ _ BUILDING SQ. FT. @ ,ti�GL� � (�'�'� �" � � BUILDING SQ. FT. @ _ TOTAL SQ. FT. TOTAL VALUATION G� ?� BUILDING DEPARTMENT REMARKS: PERMIT FEE ��� PLAN CHECK FEE Z`� PLUMBING FEE G MECHANICAL FEE � TOTAL BLDG. FEES Z = ��' PART P/C FEE SEPA REVIEW S.B.C.C. FEE �-�� OTHER FEES��� �e-'� �� ' s� AMOUNT DUE -� �� ASSIGNED ADDRESS: �� N (�GL� �CjG,v GD PARTIAL PLAN CHECK FEE RECEIVED R 2 0 19g1 �Eg �PA`wPY Amount Date Receipt# G`,`,�OF D���Ep'C. BUILDING DEPARTMENT APPROVAL BVRECEIVED BY — �f `' DATE � � C � � ACCEPTED FOR FILING Sheet i of Grinnell Fire Protection Systems - Renton 875 SW 7th Street , Renton , W� 98055 Date 10/24/90 PROJECT INFORI�ATION Job_ _ Fred Meyer — System # 1 Federal Kay Wa. DensitY— — — — — — — — — — — — - 0.33 gpm/sq.ft. G,.,MC(,�� �. ''v+t.�"�',�'r''.•..'y Area of Operation_ _ _ _ _ _ _ _ 3000 square feet , ����k� � :'' r': �o � <� tdumber of Sprinrlers Calculated: 36 heads di� ;� :'�:=� ;`� f +� ' ��yt:� ��` Authority havinq Jurisdiction_ _ Factory Mutual �:,:�;,;" • •�•�'J':'��`;' �....��5���:�,�.. Hose 100.0 gpm Inside Hose, 400.0 gpm Outside Hos2 System type_ _ Wet Water Supply _ 83.00 psi Static, 70.00 psi Rzsidual @ 4576.0 gpm Sprinklers _ _ 1/2" Grinnell F950 Sprklr CALCULATION SUI4iARY Demand 34.87 psi � 1198.6 gpm � B.O.R. 75.08 psi � 1698.6 gpm @ Supply 80.92 psi available @ 1698.6 gpm Demand is below curve by 5.84 psi Notes: FREDDYIH 10/24/90 2:56pm Sheet rL of 1 Pressur� (PSI ) � N LJ A LA Oti �J CO �0 �� �.. . .... . . � ....... � ... .... . � . .... . ..@. .........�..., ..... �. . ..... .. @.... . .... � .... . . � •.......... • ... . .... . ' . . ....... • ..... � .... . ......... � ...... ... i..... ..... � ....... V .. ..... .. � : : : ; . • - 1�1 . • . . • � N � .. . ... � ... . .... . � . . .... . .. : . .... . .... . ... ... ' .... . .. � .... . .... ' . . .... . . � .. . .. . . . . . . . . ; : : . : : � ' . .. . ... . ... . .. .. . . . .... . . .. ' . ... . . .... . ... . .... . ' . . .... . .. � .... . .... ....... . . m . . . . . .. . . . . : : : . � � � ; , . . . . . . . . . � � .. . .... . . : . . . .. . ... : . . . . .... . : . . .... . .. : . .... . .... : ... . .... . : . . .... . .. : ..... ... : .. . .... .. � � : : : : � � : . c : : . � � : . . �, c� ; : ' � : � � .... ..... . . � � .. . ... . . : ..... ... : ... . .... . : . .... .. : . .... . .... : ......... : . . .... . .. : .... . . . : � r : � � � : : : : � o . . . � . . . . f : : : . . : . � n ci � .. . .... . . ' . .... . ... : ... . .... . : .. ........ : ..... ..... : ... ...... :.. . ....... :. ... ... :........ . . c b � - • � : : ' � � ra � : : : : : ; : : : : : � : : : : Z 'A : � � :. . .... . .... . ... . .... . .:.. ..... . ...:.. . .... . :... . ... . .. GD m .. . .... . ..... .... . .... . .... . .... . ... .. . ' � L11 � .. . .... . . .• : : : : : : � i4 ; ; ; : . . • : � - � � � � � . . S� : � : : : � � � � : • � � : : , v ,A : : - • : : : tJl ' .... . ... ' ... . .... . ' . . .... . .. ' . .... . .... ... . ..... .. ....... ........ ... .... . . � . . . ... . . . . . . : : : : : m ° � � � : : : : m � Static = 83.00 psi, Residual = 70.00 psi at a flow of 4576.0 gpm. Demand at F&S = 34.87 psi with 1198.6 gpm flowing. System demand = 75.0 si with 1698.6 gpm flowing. Pressure available = .92 psi when 1698.6 gpm is flo g. Perand is b21ow curve by 5.E4 psi. ("1.2�) ' Sheet � of Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee E Ninety degree e1boW B08 Backflow: Febco Model 806YD GV Gate valve UE Underground ASCA nin2ty degree elbow UEE Underground ASCA forty five degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only UT3 Underqround ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm-over PT Total pressure PE PressurE loss due to el2vation chanqes PF Pr2ssure loss due to friction ' .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length , i . z� Qi iZi n u �► ��� � l.'°' � �' l`,`� � l'�' � �� � � � �� , _ o � � Z� � R —st � � '' � � � � '►'l � � � � , L4 4 O + � {- � (� J � LL O$ � �c � O O ' - � 0 � O � � � O O O � � � O $� O � � �' � o � � �' O � � �� � ' � � O y� °� � � �, � � S8 « rJ � O � bi Q O 71 89 � Q � � Q z4 �i �i �� \� "'Z'1 I�- _ _— —/—�-----�._ �► 4�'Z rSL� � 1in �hi „ o� � �b L�Q O `✓ � � � e E6' � O � O l FREDDYIR 10/24/90 2:52pm Sheet 5 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way Wa. Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) lPsi/Ft) (Psi} (Fps) Beg End (Psi) (Psi) 1 6.36 12.0 12.0 0.00 -15.2 0.0000 0.00 0.2 16 2 22.34 22.34 2 2.16 61.6 80.1 -5.55 -15.2 0.0023 0.19 1.3 2 3 22.34 19.75 Fit= 18.5 1T lE 3 2.16 10.0 10.0 -0.17 -15.2 0.0023 0.02 1.3 3 4 19.75 19.65 4 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 4 5 19.65 19.54 5 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 5 6 19.54 19.43 6 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 6 7 19.43 19.32 7 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 7 8 19.32 19.21 8 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 8 9 19.21 19.10 9 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 9 10 19.10 18.99 10 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 10 11 18.99 18.88 11 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1. 3 11 12 1E.88 18.77 12 2.16 66.7 85.2 3.48 -15.2 0.0023 0.20 1. 3 12 13 18.77 20.08 Fit= 18.5 1T lE 13 4.26 12.0 12.0 0.00 -15.2 0.0001 0.00 0.3 13 27 20.08 20.08 14 6.36 4.0 4.0 0.00 -38.6 0.0001 0.00 0.4 29 15 22.34 22.34 15 6.36 8.0 8.0 0.00 -30.4 0.0000 0.00 0.3 15 16 22.34 22.34 16 2.16 61.4 79.9 -5.55 -15.2 0.0023 0.19 1.3 16 17 22.34 19.75 Fit= 18.5 1T lE 17 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 17 18 19.75 19.64 18 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 18 19 19.64 19.53 19 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 19 20 19.53 19.42 20 2.16 10.0 10.Q -0.20 -15.2 0.0023 0.02 1.3 2Q 21 19.42 19.31 21 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 21 22 19. 31 19.20 22 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 22 23 19.20 19.09 23 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 23 24 19.09 18.98 24 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 24 25 18.98 18.87 FREDDYIH 10/24/90 2:52pm Sheet G of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) tFps) Beg End (Psi) (Psi) 25 2.16 10.0 10.0 -0.20 -15.2 0.0023 0.02 1.3 25 26 18.87 18.76 26 2.16 66.7 85.2 3.51 -15.2 0.0023 0.20 1.3 26 27 18.76 20.08 Fit= 18.5 1T lE 27 4.26 12.0 12.0 0.00 -30.4 0.0003 0.00 0.7 27 41 20.08 20.08 28 6.36 10.0 10.0 0.00 -46.7 0.0001 0.00 0.5 43 29 22.34 22.34 29 2.16 45.1 63.6 -5.17 -8.1 0.0007 0.05 0.7 29 30 22.34 20.06 Fit= 18.5 1T lE 30 2.16 15.5 34.0 -0.20 -16.3 0.002� 0.09 1.4 30 31 20.06 19.88 Fit= 18.5 1T lE 31 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 31 32 19.88 19.77 32 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 32 33 19.77 19.65 33 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 33 34 19.65 19.54 34 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 34 35 19.54 19.43 35 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 35 36 19.43 19.31 36 2.16 10.0 10.0 -0.27 -16.3 0.0027 0.03 1.4 36 37 19.31 19.17 37 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 37 38 19.17 19.06 38 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 38 39 19.06 18.94 39 2.16 10.0 10.0 -0.20 -16.3 0.0027 0.03 1.4 39 40 18.94 18.83 40 2.16 66.7 85.2 3.40 -16.3 0.4027 0.23 1.4 40 41 18.83 20.08 Fit= 18.5 1T lE 41 4.26 12.0 12.0 0.00 -46.7 Q.0007 0.01 1.1 41 44 20.08 20.07 42 6.36 14.0 14.0 0.00 -61.7 0.0002 0.00 0.6 46 43 22.35 22.34 43 2.16 218.5 267.7 -3.84 -15.0 0.0023 0.61 1.3 43 44 22.34 20.07 Fit= 49.2 2T 4E 44 4.26 12.0 12.0 0.00 -61.7 0.0011 0.01 1.4 44 47 20.07 20.05 45 6.36 12.0 12.0 0.00 -77.4 0.0002 0.00 0.8 49 46 22.35 22.35 46 2.16 216.0 252.9 -3.84 -15.7 0.0025 0.63 1.4 46 47 22.35 20.05 Fit= 36.9 2T 2E 47 4.26 12.0 12.0 0.00 -77.4 0.0017 0.02 1.7 47 50 20.05 20.03 48 6.36 12.0 12.0 0.00 -93.4 0.0003 0.00 0.9 52 49 22.35 22.35 FREDDYIH 10/24/90 2:52pm Sheet � oi Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft? (Psi) (Fps) Beg End (Psi) (Psi) 49 2.16 216.2 253.1 -3.84 -16.0 0.0026 0.65 1.4 49 50 22.35 20.03 Fit= 36.9 2T 2E 50 4.26 12.0 12.0 0.00 -93.4 0.0024 0.03 2.1 50 56 20.03 20.00 51 6.36 12.0 12.0 0.00 -168.8 0.0010 0.01 1.7 58 52 22.37 22.35 52 2.16 23.5 42.0 -4.67 -75.4 0.0453 1.90 6.6 52 53 22.35 18.43 Fit= 18.5 1T lE 53 2.16 8.0 8.0 -0.17 -41.1 0.0147 0.12 3.6 53 54 18.43 18.24 54 2.16 8.0 8.0 -0.16 -6.9 0.0005 0.00 0.6 54 55 18.24 18.17 55 2.16 176.5 195.0 1.16 27.2 0.0069 1.34 2.4 55 56 18.17 20.00 Fit= 18.5 1T lE 56 4.26 12.0 12.0 0.00 -66.2 0.0013 0.02 1.5 56 64 20.00 19.99 57 6.36 12.0 12.0 0.00 -291.5 0.0029 0.03 2.9 66 58 22.40 22.31 58 2.16 7.5 26.0 -4.50 -122.7 0.1114 2.89 10.8 58 59 22.37 17.52 Fit= 18.5 1T lE 59 2.16 8.0 8.0 -0.17 -89.2 0.0618 0.49 7.8 59 60 17.52 16.96 60 2.16 8.0 8.0 -0.1� -56.2 0.0263 0.�1 4.9 60 61 16.96 16.67 61 2.16 8.0 8.0 -0.16 -23.6 0.0053 0.04 2.1 61 62 16.67 16.56 62 2.16 8.0 8.0 -0.17 9.0 0.0009 0.01 0.8 62 63 16.56 16.49 63 2.16 176.5 195.0 1.33 41.5 0.0150 2.92 3.6 63 64 16.49 19.99 Fit= 18.5 1T lE 64 4.26 12.0 12.0 0.00 -24.8 0.0002 0.00 0.6 64 72 19.99 19.99 65 6.36 12.0 12.0 0.00 -414.6 0.0055 0.07 4.2 74 66 22.47 22.40 66 2.16 7.3 25.8 -4.50 -123.1 0.1121 2.89 10.8 66 67 22.40 17.56 Fit= 18.5 1T lE 67 2.16 8.0 8.0 -0.17 -89.6 0.0623 0.50 7.9 67 68 17.56 16.99 68 2.16 8.0 8.0 -0.17 -56.6 0.0266 0.21 5.0 68 69 16.99 16.70 69 2.16 8.0 8.0 -0.16 -23.9 0.0054 0.04 2.1 69 70 16.70 16.59 70 2.16 8.0 8.0 -0.17 8.7 0.0008 0.01 0.8 70 71 16.59 16.52 71 2.16 176.5 195.0 1.33 41.2 0.0148 2.89 3.6 71 72 16.52 19.99 Fit= 18.5 1T lE 72 4.26 12.0 12.0 0.00 16.4 0.0001 0.00 0.4 72 80 19.99 19.99 FREDDYIH 10/24/90 2:52pm Sheet b of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 1 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 73 6. 36 12.0 12.0 0.00 -539.2 0.0089 0.11 5.5 82 74 22.57 22.47 74 2.16 6.9 25.4 -3.92 -124.6 0.1147 2.91 10.9 74 75 22.47 17.86 Fit= 18.5 1T lE 75 2.16 8.0 8.0 -0.17 -90.8 0.0639 0.51 8.0 75 76 17.86 17.2� 76 2.16 8.0 8.0 -4.16 -57.6 0.0275 0.22 5.1 76 77 17.27 16.98 77 2.16 8.0 8.0 -0.17 -24.6 0.0057 0.05 2.2 77 78 16.98 16.86 78 2.16 8.0 8.0 -0.17 8.3 0.0008 0.01 0.7 78 79 16.86 16.80 79 2.15 176.5 195.0 0.75 41.0 0.0147 2.8� 3.6 79 80 16.80 19.99 Fit= 18.5 1T lE 80 4.26 12.0 12.0 4.00 57.5 0.0010 0.01 1.3 80 89 19.99 20.00 81 6.36 12.0 12.0 0.00 -665.4 0.0132 0.16 6.7 91 82 22.73 22.57 82 2.16 6.5 25.0 -3 .50 -126.2 0.1174 2.93 11.1 82 83 22.57 18.13 Fit= 18.5 1T lE 83 2.16 8.0 8.0 -0.17 -92.1 0.0656 0.52 8.1 83 84 18.13 17.53 84 2.16 8.0 8.0 -0.17 -58.6 0.0284 0.23 5.1 84 85 17.53 17.23 85 2.16 8.0 8.0 -0.16 -25.4 0.0061 0.05 2.2 85 86 17.23 17.11 86 2.16 8.0 8.0 -0.17 7.7 0.0007 0.01 0.7 86 87 17.11 17.04 87 2.16 8.0 8.0 -0.17 40.7 0.0144 0.12 3.6 87 88 17.04 17.08 88 2.16 168.5 187.0 0.50 40.7 0.0144 2.70 3.6 88 89 17.08 20.00 Fit= 18.5 1T lE 89 4.26 12.0 12.0 0.00 98.1 0.0027 0.03 2.2 89 97 20.00 24.03 90 6.36 12.0 12.0 0.00 -787.8 0.0180 0.22 8.0 99 91 22.95 22.73 91 2.16 6.0 24.5 -3.04 -122.4 0.1110 2.72 10.7 91 92 22.73 18.70 Fit= 18.5 1T lE 92 2.16 8.0 8.0 -0.17 -89.8 0.0626 0.50 7.9 92 93 18.70 18.12 93 2.16 8.0 8.0 -0.17 -57.6 0.0276 0.22 5.1 93 94 18.12 17.83 94 2.16 8.0 8.0 -0.17 -25.8 0.0062 0.05 2.3 94 95 17.83 17.71 95 2.16 8.0 8.0 -0.17 6.0 0.0004 0.00 0.5 95 96 17.71 17.64 96 2.16 176.5 195.0 -0.12 37.7 0.0126 2.45 3.3 96 97 17.64 20.03 Fit= 18.5 1T lE FREDDYIH 10/24/90 2:53pm Sheet q of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 1 Federal �ay Wa. Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 97 4.26 12.0 12.0 0.00 135.8 0.0049 0.06 3.1 97 105 20.03 20.09 98 6.36 12.0 12.0 0.00 -917.5 0.0239 0.29 9.3 107 99 23.23 22.95 99 2.16 5.9 24.4 -2.96 -129.7 0.1235 3.01 11.4 99 100 22.95 18.66 Fit= 18.5 1T lE 100 2.16 8.0 8.0 -0.17 -95.1 0.0696 0.56 8.4 100 101 18.66 18.03 101 2.16 8.0 8.0 -0.17 -61.2 0.0307 0.25 5.4 101 102 18.03 17.71 102 2.16 8.0 8.0 -0.17 -27.5 0.0070 0.06 2.4 102 103 17.71 17.58 103 2.16 8.0 8.0 -0.17 6.0 0.0004 0.00 0.5 103 104 17.58 17.51 104 2.16 176.5 195.0 -0.20 39.5 0.0137 2.67 3.5 104 105 17.51 20.09 Fit= 18.5 1T lE 105 4.26 12.0 12.0 0.00 175.3 0.0078 0.09 3.9 105 111 20.09 20.18 106 6.36 4.5 42.2 0.00-1009.0 0.0284 1.20 10.2 106 107 24.43 23.23 Fit= 37.7 1T 107 2.16 5.9 24.4 -4.67 -91.5 0.0648 1.58 8.0 107 103 23.23 19.63 Fit= 18.5 1T lE 108 2.16 8.0 8.0 -0.17 -56.1 0.0262 0.21 4.9 108 109 19.63 19.35 109 2.16 8.0 8.0 -0.16 -20.9 0.0042 0.03 1.8 109 110 19.35 19.25 110 2.16 192.5 211.0 1.16 14.2 0.0021 0.44 1.2 110 111 19.25 20.18 Fit= 18.5 1T lE 111 4.26 12.0 12.0 0.00 189.5 0.0091 0.11 4.3 111 112 20.18 20.29 112 2.16 216.0 252.9 3.84 32.5 0.�096 2.42 2.9 112 113 20.29 24.38 Fit= 36.9 2T 2E 113 6.36 7.5 45.2 0.00 189.5 O.Q013 0.06 1.9 113 106 24.38 24.43 Fit= 37.7 1T 114 4.26 12.0 12.0 0.00 157.0 0.0064 0.08 3.5 112 115 20.29 20.37 115 2.16 216.0 252.9 3.84 31.9 0.4092 2.34 2.8 115 116 20.37 24.37 Fit= 36.9 2T 2E 116 6.36 7.5 7.5 0.00 157.0 0.0009 0.01 1.6 116 113 24.37 24.38 117 4.26 12.0 12.0 0.00 125.1 0.0042 0.05 2.8 115 118 20.37 20.42 118 2.1b 216.0 252.9 3.84 31.5 0.0090 2.28 2.8 118 119 20.42 24.36 Fit= 36.9 2T 2E 119 6.36 7.5 7.5 0.00 125.1 O.Q006 0.00 1.3 119 116 24.36 24.37 120 4.26 12.0 12.0 0.00 93.6 0.0025 0.03 2.1 118 121 20.42 20.45 FREDDYIH 10/24/90 2:54pm Sheet w of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beq � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 121 2.16 216.0 252.9 3.84 31.3 0.0089 2.25 2.7 121 122 20.45 24.36 Fit= 36.9 2T 2E 122 6.36 7.5 7.5 0.00 93.6 0.0003 0.00 0.9 122 119 24.36 24.36 123 4.26 12.0 12.0 0.00 62.3 0.0012 0.01 1.4 121 124 20.45 20.46 124 2.16 216.0 252.9 3.84 31.2 0.0088 2.23 2.7 124 125 20.46 24.36 Fit= 36.9 2T 2E 125 6.36 7.5 7.5 0.00 62.3 0.0002 0.00 0.6 125 122 24.36 24.36 126 4.26 12.0 12.0 0.00 31.1 0.0003 0.00 0.7 124 127 20.46 20.47 127 2.16 216.0 252.9 3.84 31.1 0.0088 2.23 2.� 127 128 20.47 24.36 Fit= 36.9 2T 2E 128 6.36 7.5 7.5 0.00 31.2 0.4000 0.00 0.3 128 125 24.36 24.36 129 2.16 49.5 61.8 -5.17 -8.2 0.0007 0.05 0.7 15 30 22.34 20.06 Fit= 12.3 1T FREDDYIH 10/24/90 2:54pm Sheet ii of Grinnell Fire Protection Systems - Renton Sprinkler Systems Aydraulic Flow Calculations Fred Meyer - System # 1 Federal Way Wa. Remote Area #1 Pipe Flow Dia Fittinq Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 A 13.8 PT 24.43 106 Grid Jct F 41.5 PE 5.99 (EL= 13.83 ft) 131 1198.6 6.36 1T 1GV T 55.3 0.03912 PF 2.16 12.12 A 8.5 PT 32.58 132 F 0.0 PE 1.95 (EL= 4.50 ft) 132 1198.6 6.36 T 8.5 0.03912 PF 0.33 12.12 PT 34.87 133 B.O.R. Under ground C = 140 A 319.0 PT 34.87 133 B.O.R. 100.0 gpm = Hose F 106.0 PE 0.00 133 1298.6 7.98 lUT3 4UE T 425.0 0.01127 PF 12.37 8.33 1B08 = 7.58# lUTl 1B08 A 530.0 PT 47.24 134 F 24.0 PE 0.00 134 1298.6 7.98 lUTl T 554.0 0.01127 PF 6.24 8.33 A 1060.0 PT 53.48 135 400.0 gpm = Hose F 106.1 PE 0.00 135 1698.6 7.98 2UEE 2GV T 1166.1 0.01852 PF 21.60 10.90 1UT1 2UT3 PT 75.08 136 Supply Jct Available floti� at 75.08 psi is 3500.7 gpm which is 1802.1 gpm from curve. Supply pressure available with 1698.6 gpm flowing is 80.92 psi, thus system requirement is 5.84 psi below supply curve. (7.2�) Sheet � of Grinnell Fire Protection Systems - Renton 875 SW 7th Street , Renton , WA 98455 Date 10/24/90 PROJECT INFORMATION Job Fred Meyer - System # 2 Federal Way Na. . ;1���'Cvr�C� . DensitY- - - - - - - - - - - - - 0.20 gpmisq.ft. �:� ,. :�c fr;,,v.:������ • ,. � '�f 'o': � Area of Operation_ _ _ _ _ _ _ _ 2500 square feet i�:� ' °�:: S � �����f M � �A �,. n� ' :�c�.i Number of Sprinklers Calculated: 21 hsads '���i,�-.'�t",`�-'.::i�,,.�'`���,' 1�'�:s`��QNAL��.��'��-�.. Authority having Jurisdiction_ _ Factory Ptutual �,,,�� � Hose _ _ _ _ _ 100.0 gp�: Inside Hose, 400.0 gpm Outside HosE � � � System type_ _ Wat Water Supply _ 83.00 psi Static, 70.00 psi R�sidual � 4576.0 gpm SprinYlers _ _ 1/2" Grinnell F950 Sprklr �'. � ,� CALCULATION SUMMARY � Demand_ _ _ _ _ 40.63 psi � 507.4 gpm � B.O.R. � 58.56 psi � 1007.4 gpm @ Supply 82.21 psi available � 1007.4 gpm Demand is below curvs by 23.65 psi for R�mot� Area 1 Notes: . FREDDY2A 10/24/90 2:40pm Sheet 2 of 1 Pressure (PSI ) � m m � O m � � O � O � ......... : . ........ : ........ . : ......... . :.... .'..... ... . . ..... ... ' ......... ' ..... � ... .... . . : . .... .... : ........ . : ......... . .... ... . : ; .. � ; : : : � : : : C�9 .. . .... . . . . .... . ... . .... ..... . . . .... . .. : . .... . .. .. : ... . .... . • . . .... . .. ' .... ..... . . .... . . � . ' . . . .. . . . . . ... . . . . ' . .... . .... : . .. . . . .. . . . . .... . .. . . .... . .... .. . .... . . m .. . .... . . . . ... . . ... : . . : . . . : . . . � : : : � � .. . .... . . : . .... . ... � ... ..... . � . . .... . .. : . .... . .... : ... . .... . _ . . . . . . . .. : .... . ... . .. ... . .. � � ; : : : : : : : C . � � : : � : � A+ . • r• W , � : : : : : : r � . .. . ' . . .... . .. ' . .... . .... ' .. . . . ... . . ' - � -�- .. ' .... . . . : .. . .... . . � � .. . .... . . : .... . ... : .... . : . . . . : � r : � � ' : : : : � O • • : ' . . . £ � : : . ' . . N � .... . ... � .... , .... . � .. . .... . . .� : : : � � +-. � . :. . ..... .... � ... , .... .. . ..... ... ... ... ..... . .... . . ,� � � .. . ... . . . � . : : : : : � 3 � ; � ; . . , � : r�a � ; ; ; : : : : . . . . . . . ; : A • ' ; . . . . . Z �� • • , . . . ..... . ... . . ... . • ... . . . .. . . ... . ... . . ...... � . .... . •... . ... . . W . .. ... .... . .... . . . ... • 'n � .. . ... . . ..:. . .... . ..... : ; . . . . ,v^1 . . . . . : . . �S . . . . . • : . � . • : . . � : � : . . . _ • � ; . . . . . • • v rt+^� . . . . - : : VI � ... • ........ . • . . .... ... . .... . .... • ... . .... . . . ... . . .. ... ..... .. . .... .. � .. ._... . . • . .... . . . . • • ' � • � . . . . : . � � Static = 83.00 psi, Residual = 70.00 psi at a flow of 4576.Q gpm. Demand at F&S = 40.63 psi with 507.4 gpm flowing. System demand = 58.5i i with 1007.4 gpm flowing. Pressure available = .21 psi when 1007.4 gpm is flo� _ -�._. .,a _ ?- - , , , t-•. �� �c .,�; ��� o�,�, • Sheet �j of Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree e1boN B08 Backflow: Febco Model 806YD CV Swing check valve GV Gate valve UE Underground ASCA ninety d�gree elbow UEE Underground ASCA forty five degre2 elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm-over SP Sprig PT Total pr2ssure PE Pr�ssure loss du2 to elevation changes PF Pr�ssure loss due to friction � .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipE length T Total pipe length ; � 2� � s� �3� ;3I � � [�,9J � �\Q9 �J �;� � � r-� � � ,� � ' .� � � ; i � 14-v--t>—u {—�al � 3 0� 2v � � �__- - ---- --_:-- — 29 �j O - f � � � V � O N � * � 4; O � lS L � U � C� O O � � �, �, �� � S, d „ � � � � � � � �g � � � O � O � � O � ,� O � � � � � ,, � � �, � � L'� � n �� �,� ��� ----��-:—��-- --- _— _ __ _ _. - U � � V l'?� ic� ;ioa,,o�i�,i� i�� FR�DDY2A 10/24/90 2:39pm Sheet S of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 2 Federal Way Wa. Remote Area Summary BL Split Split Demand t BOR Demand � Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 33 20.15 40.63 507.9 58.56 1007.4 Split Pressure= 20.15 2 45 20. 22 Grid Loss = 7•75 3 57 20.30 Avail � Supply= 82.21 BeloW Curve = 23.65 * 2 1 32 20.14 40.51 507.3 58.44 1007 .3 Split Pressure= 20.14 2 44 20.21 Grid Loss = 7.65 3 56 20.28 Avail @ Supply= 82.21 B�low Curve = 23.77 * 3 1 32 20.19 40.32 507.3 58.25 1007.3 Split Pressure= 20.19 2 44 20.26 Grid Loss = 7.41 3 56 2Q.33 Avail � Supply= 82.21 Below Curve = 23.96 * Most d2manding Remate Area is area number 1 FR�BDY2A 10/24/90 2:47pm Sheet G of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic F1oW Calculations Fred Meyer - System # 2 Federal Way Wa. Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) {Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi1 26 6.36 12.0 12.Q 0.00 -92.1 0.0003 0.00 0.9 39 27 27.37 27.37 27 2.16 46.5 65.0 -3.28 -92.1 0.0656 4.26 8.1 27 28 27.37 21.69 Fit= 18.5 1T lE 28 2.16 10.0 10.0 0.17 -92.1 0.0656 0.66 8.1 28 29 21.69 21.10 29 2.16 10.0 10.0 0.18 -92.1 0.0656 0.66 8.1 29 30 21.10 20.53 30 2.16 10.0 10.0 0.13 -67.9 0.0373 0.37 6.0 30 31 20.53 20.21 31 2.16 10.0 10.0 0.17 -43.8 0.0166 0.17 3.9 31 32 20.21 20.12 32 2.16 10.0 10.0 0.17 -19.8 0.0038 0.04 1.7 32 33 20.12 20.15 33 2.16 10.0 10.0 0.17 4.2 0.0002 0.00 0.4 33 34 20.15 20.23 34 2.16 10.0 10.0 0.17 28.2 0.0073 0.07 2.5 34 35 20.23 20.37 35 2.16 10.0 10.0 0.17 52.4 0.0231 0.23 4.6 35 36 20.37 20.68 36 2.16 64.0 82.5 4.37 76.7 0.0467 3.85 6.7 36 37 20.68 26.42 Fit= 18.5 1T lE 37 4.26 12.0 12.0 0.00 76.7 0.0017 0.02 1.7 37 49 26.42 26.44 38 6.36 12.0 12.0 0.00 -184.5 0.0012 0.01 1.9 51 39 27.39 27.37 39 2.16 45.9 64.4 -3.17 -92.3 0.0659 4.24 8.1 39 40 27.37 21.76 Fit= 18.5 1T lE 40 2.16 10.0 10.0 0.17 -92.3 0.0659 0.66 8.1 40 41 21 .76 21.17 41 2.16 10.0 10.0 0.18 -92.3 0.0659 0.66 8.1 41 42 21.17 20.59 42 2.16 10.0 10.0 0.14 -68.1 0.0375 0.37 6.0 42 43 20.59 20.28 43 2.16 10.0 10.0 0.17 -44.0 0.0167 0.17 3.9 43 44 20.28 20.18 44 2.16 10.0 10.0 0.18 -19.9 0.0039 0.04 1.8 44 45 20.18 20.22 45 2.16 10.0 10.0 0.17 4.1 0.0002 0.00 0.4 45 4E 20.22 20.30 46 2.16 10.0 10.0 0.18 28.2 0.0073 0.07 2.5 46 47 20.30 20.45 47 2.16 10.0 10.0 0.17 52.4 0.0231 0.23 4.6 47 48 20.45 20.76 48 2.16 63.9 82.4 4.23 7b.8 0.0468 3.86 6.7 48 49 20.76 26.44 Fit= 18.5 1T lE 49 4.26 12.0 12.0 0.00 153.5 0.0061 0.07 3.5 49 61 26.44 26.52 FREDDY2A SO/24/90 2:47pm Sheet 1 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 2 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes e Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 50 6.36 12.0 12.0 0.00 -276.5 0.0026 0.03 2.8 63 51 27.42 27.39 51 2.16 46.5 65.0 -3.06 -92.0 0.0655 4.25 8.1 51 52 27.39 21.81 Fit= 18.5 1T lE 52 2.16 10.0 10.0 0.18 -92.0 0.0655 0.65 8.1 52 53 21.81 21.23 53 2.16 10.0 10.0 0.18 -92.0 0.0655 0.65 8.1 53 54 21.23 20.65 54 2.16 10.0 10.0 0.15 -67.7 0.0371 0.37 5.9 54 55 20.65 20.35 55 2.16 10.0 10.0 0.18 -43.6 0.0164 0.16 3.8 55 56 20.35 20.26 56 2.16 10.0 10.0 0.18 -19.5 0.0037 0.04 1.7 56 57 20.26 20.30 57 2.16 10.0 10.0 0.18 4.6 0.0003 0.00 O.a 57 58 20.30 20.38 58 2.15 10.0 10.0 0.19 28.7 0.0076 0.08 2.5 58 59 20.38 20.54 59 2.16 10.0 10.0 0.18 53.0 0.0236 0.24 4.7 59 60 20.54 20.85 60 2.16 63.7 E2. 2 4.06 77.4 0.0475 3.91 6.8 60 61 20.85 26.52 Fit= 18.5 1T lE 61 4.26 12.0 12.0 0.00 230.9 0.0131 0.16 5.2 61 71 26.52 26.67 62 6.36 12.0 12.0 0.00 -305.9 0.0031 0.04 3.1 i3 63 27.�6 27.42 63 2.16 103.8 122.3 -1.88 -29.4 0.0079 0.97 2.6 63 64 27.42 25.64 Fit= 18.5 1T lE 64 2.16 10.0 10.0 0.19 -29.4 0.0079 0.08 2.6 64 65 25.64 25.64 65 2.16 10.0 10.0 0.19 -29.4 0.0079 0.08 2.6 65 66 25.64 25.64 66 2.16 10.0 10.0 0.18 -29.4 0.0079 0.08 2.6 66 67 25.64 25.64 67 2.16 10.0 10.0 0.19 -29.4 0.0079 0.08 2.6 67 68 25.64 25.64 68 2.16 10.0 10.0 0.19 -29.4 0.0079 0.08 2.6 68 69 25.64 25.65 69 2.16 10.0 10.0 0.18 -29.4 0.0079 0.08 2 .6 69 70 25.65 25.65 70 2.16 25.5 44.0 3.18 -2�.4 0.0079 0.35 2.6 ?0 71 25.65 2E.67 Fit= 18.5 1T lE 71 4.26 36.3 36.3 0.00 201.5 0.0101 0.3� 4.5 71 81 26.67 27.04 72 6.36 12.0 12.0 0.00 -330.9 0.0036 0.04 3 .3 83 �3 2�.50 27.46 73 2.16 103.8 122.3 -1.89 -25.0 0.0059 0.72 2.2 73 74 27.46 25.92 Fit= 18.5 1T lE FREDDY2A 10/24/90 2:47pm Sheet g of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic F1oW Calculations Fred Meyer - System # 2 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) lPsi) (Fps) Beg End {Psi) (Psi) 74 2.16 20.0 20.4 0. 36 -25.0 0.0059 0.12 2.2 74 75 25.92 25.96 75 2.16 10.0 10.0 0.18 -25.0 0.0059 0.06 2.2 75 76 25.96 25.98 76 2.16 8.0 8.0 0.14 -25.0 0.0059 0.05 2.2 76 77 25.98 25.99 77 2.16 8.0 8.0 0.15 -25.0 0.0059 0.05 2.2 77 78 25.99 26.41 78 2.16 10.0 10.0 0.18 -25.0 0.0059 0.06 2.2 78 79 26.01 26.03 79 2.16 10.0 10.0 0.18 -25.0 0.0059 0.06 2.2 79 80 26.03 26.05 80 2.16 42.2 60.7 3.12 -25.0 0.0059 0.36 2.2 80 81 26.05 27.04 Fit= 18.5 1T lE 81 4.26 12.0 12.0 0.00 176.5 0.0079 0.10 4.0 81 92 27.04 27.14 82 6.36 12.0 12.0 0.00 -354.7 0.0041 0.05 3.6 94 83 27.55 27.50 83 2.16 103.8 122.3 -1.89 -23.8 0.0054 0.65 2.1 83 84 27.50 26.03 Fit= 18.5 1T lE 84 2.16 10.0 10.0 0.18 -23.8 0.0054 0.05 2.1 84 85 26.03 26.45 85 2.i6 10.0 10.0 0. 18 -23 .8 0.0054 0.05 2.1 85 86 26.05 26.08 86 2.16 10.0 10.0 0.18 -23.8 0.0054 0.05 2.1 86 87 26.08 26.10 87 2.16 8.0 8.0 0.14 -23.8 0.0054 0.04 2.1 87 88 26.10 26.12 88 2.16 8.0 8.0 0.15 -23.8 0.0054 0.04 2.1 88 89 26.12 26.14 89 2.16 12.0 24.3 0.18 -23.8 0.0054 0.13 2.1 �9 90 26.14 26.09 Fit= 12.3 2E 90 2.16 10.0 10.0 0.18 -23.8 0.0054 0.05 2.1 90 91 26.09 26.11 91 2.16 42.2 6�.7 3.12 -23.8 0.0054 0.32 2.1 91 92 26.11 27.14 Fit= 18.5 1T lE 92 4.26 10.0 10.0 0.00 152.7 Q.0061 0.06 3.4 92 96 27.14 27.20 93 6.36 12.0 12.0 0.00 -381.7 0.0047 4.06 3.9 99 94 27.61 27.55 94 2.16 144.7 175.5 -1.15 -27.0 0.0068 1.19 2.4 94 95 27.55 25.36 Fit= 30.8 2T lE 95 2.16 70.5 95.1 3.57 -14.6 0.0022 0.21 1.3 95 96 25.86 27.20 Fit= 24.6 1T 2E 96 4.26 10.0 10.0 0.00 138.1 0.0050 0.05 3.1 96 97 27.20 27.25 97 4.26 6.0 6.0 0.00 125.7 0.0042 0.03 2.8 97 100 2?.25 27.27 FREDDY2A 10/24/90 2:47pm Sheet g of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 2 Federal Way Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) {Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End tPsi) (Psi) 98 6.36 12.0 12.0 0.00 -406.0 0.0053 0.06 4.1 102 99 27.67 27.61 99 2.16 211.7 248.6 2.42 -29.2 0.0055 1.38 2.1 99 100 27.61 27.27 Fit= 36.9 2T 2E 100 4.26 12.0 12.0 0.00 101.4 0.0029 0.03 2.3 100 103 27.27 27.31 101 6.36 12.0 12.0 0.00 -430.5 0.0059 0.07 4.4 106 102 27.74 27.67 102 2.16 211.7 248.6 2.42 -24.5 0.0057 1.41 2.2 102 103 27.67 27.31 Fit= 36.9 2T 2E 103 4.26 10.5 10.5 0.00 76.9 0.0017 0.02 1.7 103 104 27.31 27.33 104 4.26 1.5 1.5 0.00 76.9 0.0017 0.00 1.7 104 107 27.33 2�.33 105 6.36 12.0 12.0 0.00 -455.4 0.0065 0.08 4.6 109 106 27.82 27.74 106 2.16 211.8 248.7 2.42 -25.0 0.0059 1.46 2.2 106 107 27.74 27.33 Fit= 36.9 2T 2E 107 4.26 12.0 12.0 0.�0 52.0 0.0008 0.01 1.2 107 110 27. 33 27.34 108 6.36 12.0 12.4 0.00 -481.0 0.0072 0.09 4.9 108 109 27.90 27.82 109 2.16 211.8 248.7 2.42 -25.6 0.0061 1.53 2. 2 109 110 27.82 27.34 Fit= 36.9 2T 2E 110 4. 26 12.0 12.0 -2.42 26.4 0.0002 0.00 0.6 110 111 27.34 26.29 111 2.16 211.8 248.7 0.00 26.4 0.0065 1.61 2.3 111 108 26.29 27.90 Fit= 36.9 2T 2E 112 2.16 72.5 97.1 3.57 -12.4 0.0016 0.16 1.1 95 97 25.86 27.25 Fit= 24.6 1T 2E FRfiDDY2A 10/24/90 2:48pm Sheet �o of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 2 Federal Way Wa. Remote Area �1 Pipe Flow Dia Fitting L2ngth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 223.5 PT 27.90 108 Grid Jct 507.4=96.05 (27.90) ' .5 F 104.4 PE 2.56 (EL= 5.92 ft) 113 507.4 6.36 lE lEE T 327.9 0.00797 PF 2.61 5.13 1CV 1T PT 33.08 131 Top of Riser Ris�r C = 120 _= A 11.8 PT 33.08 131 Top of Riser F 41.5 PE 5.12 (EL= 11.83 ft) 131 507.4 6.36 1T 1GV T 53.3 0.00797 PF 0.42 5.13 A 6.5 PT 38.63 132 F 0.0 PE 1.95 (EL= 4.50 ft) 132 507.4 6.36 T 6.5 0.00797 PF 0.05 5.13 PT 40.63 133 B.O.R. Under ground C = 140 A 319.0 PT 40.63 133 B.O.R. 100.d gpm = Hose F 106.0 PE 0.00 133 607.4 7.98 lUT3 4UE T 425.0 0.00276 PF 8.18 3.90 1B08 = 7.01# lUTl 1B08 A 530.0 PT 48.81 134 F 24.0 PE 0.00 134 607.4 7.98 lUTl i 554.0 0.00276 PF 1 .53 3.90 A 1060.0 PT 50.34 135 400.0 gpm = Hose F 106.1 PE 0.00 135 1007.4 7.98 2UEE 2GV T 1166.1 0.00705 PF 8.22 6.�6 lUTl 2UT3 PT 58.56 136 Supply Jct Available flow at 58.56 psi is 6436.9 gpm which is 5429.5 gpm from curve. Supply pressur2 available with 1007.4 gpm flowing is 82.21 psi, thus system requirement is 23.65 psi below supply curve. l28.8�) , �_:r��•-t I �_�f �l���l �l�`� 1 1 Vt��l�� ����5 — 1\��1.-�� ��� ti7fA� / 41 1 �r�� 3 ��1���3 � �7�I��JJ.J C�at e 10;24/•=h"� PftClJECT It�FOF�TION ,��� � Fred MeYer - System tt 2 - �k-ider, Mezzanir� � Fedet-�al Way Wa. `��w�A\tt�, i.�� i I_J. �. ..__ (' . . .. ={. 7-4 . n,•:�� � �+�r�4 t - - - - - -- - - - - - - - � :'�1'=v °�`,:=.� `6 ,i�i NP �.�. �� AY"F'c=+ _�1' Llr�e=��^�.=�t .�,�-q�l ���_i(_� ��g !�=tf"r? 7�-_'{ Q; h� ' , _ _ _ — — — — — � �":''s'•. I �' `, ` �•� ty'r'� - fi f�V_�L.�1'� 1'� '�`�.i�.tl`� ,,IL��1'�a1!..�.lt�"I 1,=t,' . . . '. II_�.1_..�,'. ,' OI,F•�_�����,•'\���I _ _ `•�3 1 C. � `�`���NAL E�'�.� - _� : ��.��� ��-,rn " -=i -r= f-{�_,;F , �nQ.i� _�m -n . _ _ -;: -. _- . �t'��n'� t y�<< i..�-t �'�3t�=r-� =.�.�_�r-�r�j: _ _'.�i.� [-��.1 `��':�f': = 7( i,i-f-1 E_,- _ � . �b1C�_acil I�' (,4=—_ i-� :W dfi = - -t� 1�_I'_ � -��-i t-N- -,c�i- =,�-v i - CALG_�AT ION SLMIARY '��:r;,�,�';�_; c,.-:.E'= � . ,_ _ __ . � =!"•ri - .- .�_ . . _ _ _ _ _ �x:�. 1 c 1=�=�� +� 11�3= .C; _:c�n�, �" =;,_a;_H_•1 ,. c�.�-� Qsi a�.ci l�i.�, � 11C�.C� ��rr� - �- ;-,.: -- ', �:�r�i,=�t�� 7 : ��w :.,, �,�.n-,r�- _ .. _ - �;,;-i f�4��t��-�.: FREDDY2M 10/24/90 3:20pm Sheet 2 of � 1 Pre�sure (P�I ) N � m � m � � � Q m Q � .. . .... .. . . ........ : ......... : ...... ... : � g"'^'` . ... , .... . : .. ..... .... ......... ' ..... � .. ..... . . : . .... . ... : ......... : . ...... .. . ...... .... . ... ..... , ; .. � : : _ : � � . . � .. . ... . . . : . .... . ... . ... . .... . . . ..... . .. . . .... . .... : ... . .... . . . . .... . .. . .... . .... .. .... .. � : ; : : ' : : m .. . ... . . . : . . ... . ... : ........ . : . . .... . .. : . .... . .. .. : ... . .... . . . . . .... . .. . .... . .... .. . .... . . m ; , : : : : : ' � � : : : ; � � .. . .. .. . . : . .... . ... : ... . .... . : . . .... . .. : . .... . .... : .. .. .... . : . ..... . .. : .... .... : .. . .... . . � � � : ' � ' ' � : � • • � • . : : : ,+. W ' ' � : � � � � r � ' � .... . .... . .:... . .... . ...:. . .... . .... .:.... . .... . .:.. . .... . ..�. .... . .... . :. .. . .. . . . . l'� .. . .. .. . . : . .... . ... : . : _ � � : ; ; ; : : : : r � : : : ; : : : : �C � � : : . � � : : n . � � c.�n � :.... ...... � ....... .. � ..... ..... '.... ,..... . '.. . ....... : ... ... :.......... � � @ ... .... .. . ...... ... . : : : : : : � 3 ; . : . : ; : : � ; ; : � � : : : : : : : ; ; : : t . . . : � � : : F� � : ; ; . . : : ; . � . . . .... . ..:. . ..... ....: ... . . .... .:.. . .. .. . ...:. . .... . .... .:.... . . ... . . .. . . .... . ...:. . . . ... . .:... ..... . . N � � : : : � � � : � � � ' ' ' � � � � . . • ; : : : `� � � � � ; : : � m . . . ... . . : . .... . ... : ... . ..... : . . .... . .. . . .... . .... . ... . .... . . ...... ... ... . .... - ........ . @ : � � ' ' ' • � � � � � ' � : : � m Static = 83.00 psi, R�sidual = 7d.00 psi at a flow of 4576.0 gpm. Demand at F&S = 43.69 psi with 608.0 gpm flowinq. System demand = 64.1 si with 1108.0 gpm flowing. Pressure a�ailable = .06 Fsi when 1108.0 gpm is flo g. 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Rerr�te Ar-�za #1 r=�,.�-� r ic+.,� C�ia i=ittir-r� Lerr�th Fr I_��ss FrFss Hyd 'v'zl. nk:� f�a�,n'i) (it'���I_i., �rr-� C���� (f t � ({.��i,'ft 1 (r'�_i� F?f [ r�,..,) N�.-�tr�= � _ ='-�r (- _. ! ._i�i _--_= a 1-. _ ��T �-_- _ _ � c,���z�� �r�_r. F 52.3 F� 5.� (EL= 13.83 f t 1 177 1374.7 8.25 1T 1BV T 66. 1 0.01417 F'F 0.94 8.25 A �. 5 PT 7r. 5� 1��, F� ��.0 i'E 1.95 f F�, - �.5f� fi t) � - _ 1'-'� . � :. �«'� � i�i.C�1:� I ��' ,_� �-�. _�-, _. _��, PT 3'�,E�� 1?�� B_O.R. �4�x-�r �r-,��r-Hy � _ a.4t_� �:..______-_._-.____ t1 '•1 - .�� '�. :� , �.:, _.R. R ('i '1�_l[I. � I �7S=�Ti �= �i_;=.:: - ..I�..l' �'t_. U.�H � 1i�i ]4''<4. , , ..'a�' 1�_!T? ;i�.�E T `.�;��",f=i ri.r!'7.�:���� Ff � ', , =� ". ci.b iE�(1,=; __ '. , �# iiJ'T1 1c�,i=i:�; ,q °��3���.C� FT 4t�. ����' � �,��-� .:-i. ��� �-E" 0.�:�i ' _- �. �, .. , `. _.. .. '_� �-i i T c�:;.. - C i .. .._. . r'r -.`�+�. . ..��r, A :.��_�'+.0 FT =K�.3�� 1:=1 �+�=i,�, r� gi-�n-� = F-N��.�. = 1rk-�., i r-'E �_,,rp�� ic,l 1�.?G,. 7 ?.'i� ;1_�� :''.GV' T 1]_c�,. l. O.C��`�.'� �f_ "" ]::. i-i3 � _ .� �T��' r- � ,_` =.�_ -,-,1 1:-�j� Fi`�ic�__ 1 c.F-.1.- 1` i.-an,� y�' _ ._ ._� __�i. _ _ )`-'?F _ _�".fil �-n�f-:-1�;�i _ �_i '. . _r,� � -,�,��,n� -'_;t'. _ . � 1 . , . � .� L • _ a_ .�� -"�i� 7 �.: �� ._._-;�.�f '� _ " . -0 I �: .. �.... : .�' �7.�.i... .r I" _ _ _ _.��.�.. . .n . .� ._ -.;! / _ . I �M.h i�h_� ._. '�,� . " ' . ...�..�_;C _ ✓c.'t'.:°!71 i--�;1.<_,-��Tir'-'-.. : r ���. .;4� �- -� '�t�j, -a.�.� :a � r�.. . _M�. _ . � I . '.". � Sheet i of Grinnell Fire Protection Systems - Renton 875 SW 7th Street , Renton , WA 98055 Date 10/24/90 PROJECT INFORMATION Job_ _ Fred Meyer - System # 4 Federal Way, Wa. G' MC��,,,,....... . DensitY- - - - - - - - - - - - - 0.20 gpm/sq.ft. ���,�dE'�'�'�a> G'�,�:� ., ` � Area of 0 eration 2500 s uare feet ��.~ � p - - - - - - - - q LJ �>;K � F �-�` � � r^i.,\� :�q.; tdumber of Sprinklers Calculated: 29 heads � ��'�•.,. ,�,%�,y���`�,,;..,.•''���� ��,PF•.,,;J:�.�; .. �, . � s ' a��.- Authority having Jurisdiction_ _ Factory TMlutual ������dA��'=� �H�� Hcse 100.0 gpm Inside Hose, 400.0 gpm Outside Hose System type_ _ Wet Water Supply _ 83.00 psi St?tic, 70.00 psi Residual C 4576.0 gpm Sprin}:lers _ _ 1'2" Grinnell F950 Spr}:lr CALCULATION SUZiMARY Demand_ _ _ _ _ ?9.96 psi � 592.1 gpm C B.O.R. 60.02 psi � 1092.1 gpm @ Supply 82.08 psi available C� 1092.1 gpm Demand is belo�r curve by 22.06 psi for Remote Area 1 Notes: FREDDY4A 10/24/90 4:16pm Sheet 'L of 1 Pressure (PSI ) !-� LU W � tJl Q1 tit Ca �0 �N �....... . . � .... ... � ......... � . . .... .. � ..... ....�... . .... . �.. ....... �......... � .... . . � : . . ; . .. ......'.. ..... .... .... ' . .... ... ' ......... ' ...... . � .. ..... .. : ...... ... . ..........; . . . . � � : ; : : : : : : m .. . . . .. . . . . .... . ... . .... .... . ' . . ..... .. : . .... . .... . ... . .... . , . . .... ... . .... ..... . . .... . . � � .. . ... ' ... . . ... . . . . .... . . . ' . .. . . . .... : . .. . .... . . . .... . .. . .... ..... .. . ... . . . m .. . . . .. . . . .. . . : : , m : : ; : : . : � � = ; : : : : � � .;. . . � ..:.. . ' ... . .....:..... .... ..;.. ..... . .. � .... .... .;... . .... . . � .. . ... . . ... . ... : .... .... : .... . .. : .. : . : . � � � � : : : : ' �r , . . . : ; , r� � : : : : . . : ; r � ' ' . � . . ._.. . .. ' . .... . .... ... . .... . . . . .... .. . •... .. . . .. . .... . . �' � . . . .. .. . . : . .... . ... : ... . ... . : . : : . . �. � : ' " . . • �� "� : : : � : : ' � '�+ p : . : : : � : � � � . . . . . . . � � ' : : : : : : : � +"� • - . • ' .... .. " ......... '. ... ... ........ . . � � � .. . .... . . . . .... . ... . ......... . . .. . ....... . ...... .... . ... . : : : C 3 � : : : ; . • : : fD ' � � : : : : ' Z . : : : • � : � F• � : : : : : • � : . � . .. ... .... . .... . .... . . .. . . ..... . .... . .... .:.... . .... . .... . . ... . .. ... . . . .... . .... . . ... . . � � .. . ... . . . . :. . ... . . : : : : : : UI � ' ; : ' : : ' : : : : : : : : � : : : : : : : � �' : . . : . : • : v p : . : � � ; : Lti ' .. � ... . .... . � . . .... . .. � . ..... .... � ... . .... . . ..... . .. ... ..... .. . ... . . . � .. . .... . . . . .... . . . . : : ; : � � : : � � � � � m � Static = 83.00 psi, R2sidual = 70.00 psi at a flow of 4576.0 gpm. D2mand at F&S = 39.95 psi with 592.1 gpm flowinq. System demand = 60.0 si with 1092.1 gpm flowing. Pr�ssure available = _�.08 psi when 1092.1 gpm is flo.._..g. 1`=^and is b�lo�., cu,_.,,- hy 2^.�F nsi . (2ti. 9�) Sheet '� of . Grinnell Fire Protection Systems - Renton , Description of Fittinq abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow B08 Backflow: Febco Model 806YD CV Swing check valve GV Gate valve UE Underground ASCA ninety degree elbow UEE Underground ASCA forty five degree elbow UT1 Underyround ASCA tee: flow in run, flow out bullhead only UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction " .5 Rais2d to the power of .5 (Squar2 Root) A Fctual pipe length F Fitting equivalent pipe length T Total pipe length C'J � � � � � ,� � �J � � � Q Q 5, 4, � 's � � :''r '�_ rr i. -n---:� � � �- n n n r�-. -n n n-� Y � � � � � i � �J � �J � ,� ,,J � ,�,, �,g � z � �' � ,� �q O f (a.� ,-y�; Z� O � ) + � :34� Zi �$ � y � � ! 4J �y 22 U � � � �- �� O � � � 4,, �-t; 2¢ ii � � �` , . 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I�� �{ I �-1 �.� ;1 � �L � S � '� � (`. i�.. �iJ �U �f,, +, ro� ( ._. - .-� �� � Ul � •-� i. T � ?� ,-� tn @ � � ( < i�; f� � � 3 () � �A ;'- I� !i; � � I � �' '� 2• '� R'i ti u � � �_ , � u, � <� �. � _ �, L � ,�; ii <<� � � a� ? � .-� �( ,., �� .3 �� � LL .{-+ � i� i . �� � Fi� Tl (' .--i ( � : r.i r� . � � �, � �L ��^� :- (T iY .-� v � U + u� u' �' � > � � � .-y � �� ' : ,.4 l�1 '.Y"� � _�. L ` �I�. � li 1�) ..�' � �i li. il.. ; � �Yy � �'� ` U � � r-, l���: K3 � .. ,-t L � ;�'; � r _ _ �S � � p �;'C 1-� U1 3 �- u i ��J � _ f� �' `�! �i �`r � ��_ ��� (n r-t al ! i� Li �-1 (� �� `-+ � U L� �� � � S , \ 4i � - n-, h� �i h j � .3 h�� r� n. Ni� ('L � _ �-i c-1 .-i --' ci r-t _.-y c-t �-a .--, �--• �� rl L _ ,� � � , ,� � �, -7 .� � ,_: ��� ��. �� � �`�� n; � N �'�� � '���� �`° - a �� = i d '�' } ` Ll �i Z { - . M � -. (� h:, .y .-. �_ , �r i � h� � � � r, � FREDDY4A 10/24/90 4:13pm Sheet o! Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 4 Federal Way, Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) {Fps) Beg End (Psi) (Psi) 1 6.36 10.0 10.0 0.00 -92.4 0.0003 0.00 0.9 15 2 24. 33 24.33 2 2.16 121.9 140.4 -1.19 -92.4 0.0660 9.26 8.1 2 3 29.33 14.55 Fit= 18.5 1T lE 3 2.16 10.0 10.0 0.20 -92.4 0.0660 0.66 8.1 3 4 14.55 13.98 4 2.16 10.0 10.0 0.21 -92.4 0.0660 0.66 8.1 4 5 13.98 13.41 5 2.16 10.0 10.0 0.20 -72.0 0.0416 0.42 6.3 5 6 13.91 13.08 6 2.16 10.0 10.0 0.21 -51.9 0.0227 0.23 4.6 6 7 13.08 12.95 7 2.16 10.0 10.0 0.20 -31.9 0.0092 0.09 2.8 7 8 12.95 12.94 8 2.16 8.0 3.0 0.17 -11.9 0.0015 0.01 1.0 8 9 12.94 13.00 9 2.16 8.0 8.0 0.16 8.1 0.0007 0.01 0.7 9 10 13.00 13.08 10 2.16 8.0 8.0 0.16 28.2 0.0073 0.06 2.5 10 11 13.08 13.21 11 2.16 9.0 9.0 0.19 48.4 0.0199 0.18 4.2 11 12 13.21 13.�7 12 2.16 6.8 25.3 4.32 58.E 0.0382 0.97 6.0 l� 13 13.47 16.30 Fit= 18.5 1T lE 13 4.26 10.0 10.0 0.00 68.8 0.0014 0.01 1 .5 13 26 16.30 16.32 14 6.36 10.0 10.0 0.00 -184.9 0.0012 0.01 1.9 28 15 24.35 24.33 15 2.16 121.7 140.2 -1.01 -92.5 0.0661 9.26 8.1 15 16 24.33 14.64 Fit= 18.5 1T lE 16 2.16 10.0 10.0 0.20 -92.5 0.0661 0.66 8.1 16 17 14.64 14.07 17 2.16 10.0 10.0 0.21 -92.5 0.0661 0.66 8.1 17 18 14.07 13.50 18 2.16 10.0 10.0 0.20 -72.0 0.0416 0.42 6.3 18 19 13.50 13.17 19 2.16 10.0 10.0 0.20 -51.9 0.0227 0.23 4.6 19 20 13.17 13.03 20 2.16 10.0 10.0 0.21 -31.8 0.0092 0.09 2.° 20 21 13.03 13.02 21 2.16 8.0 8.0 0.16 -11.7 0.0015 0.01 1.0 21 22 13.02 13.08 22 2.16 8.0 8.0 0.16 8.4 O.00Q8 0.01 0.7 22 23 13.08 13.16 23 2.16 8.0 8.0 0.17 28.5 0.0075 0.06 2.5 23 24 13.16 13.29 24 2.16 9.0 9.0 0.10 48.8 0.0202 0.18 4.3 24 25 13.29 13.52 , FREDDY4A 10/24/90 4:13pm Sheet o! Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 4 Federal Way, Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg ! End No. (inch) (Ft} (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 25 2.16 6.6 25.1 4.23 69.2 0.0387 0.97 6.1 25 26 13.52 16.32 Fit= 18.5 1T lE 26 4.26 10.0 10.0 0.00 138.0 0.0050 0.05 3.1 26 39 16.32 16.37 27 6.36 10.0 10.0 0.00 -277.4 0.0026 0.03 2.8 41 28 24.37 24.35 28 2.16 121.5 140.0 -0.83 -92.5 0.0661 9.25 8.1 28 29 24.35 14.74 Fit= 18.5 1T lE 29 2.16 10.0 10.0 0.21 -92.5 0.0661 0.66 8.1 29 30 14.74 14.17 30 2.16 10.0 10.0 0.20 -92.5 0.0661 0.66 8.1 30 31 14.17 13.60 31 2.16 10.0 10.0 0.20 -72.0 0.0416 0.42 6.3 31 32 13.60 13.27 32 2.16 10.0 10.0 0.20 -51 .7 0.0226 0.23 4.5 32 33 13.27 13.13 33 2.16 10.0 10.0 0.20 -31.6 0.0091 0.09 2.8 33 34 13.13 13.13 34 2.16 8.0 8.0 0.16 -11.4 0.0014 0.01 1.0 34 35 13 .13 13.18 35 2.16 8.0 8.0 O.lb 8.7 0.0008 0.01 0.8 3� 36 13.18 13.26 36 2.16 8.0 8.0 0.1� 29.0 0.0077 0.06 2.5 36 37 13 .26 13.39 37 2.16 9.0 9.0 0.18 49.3 0.0206 0.19 4.3 37 38 13 .39 13.66 38 2.16 6.6 25.1 3.98 69.9 0.0393 0.99 6.1 38 39 13.66 16.37 Fit= 18.5 1T lE 39 4.26 10.0 10.0 -3.81 207.9 0.0107 0.11 4.7 39 48 16.37 14.83 40 6.36 11.5 11.5 0.00 -357.6 0.0042 0.05 3.6 51 41 24.42 24.37 41 2.16 151.3 169.8 -0.04 -80.2 0.0508 8.63 7.0 41 42 24.37 15.73 Fit= 18.5 1T lE 42 2.16 10.0 10.0 0.20 -80.2 0.0508 0.51 7.0 42 43 15.73 15.31 43 2.16 10.0 10.0 0.20 -80.2 0.0508 0.51 7.0 43 44 15.31 14.89 44 2.16 8.0 8.0 0.16 -58.8 0.0286 0.23 5.2 44 45 14.89 14.73 45 2.16 8.0 8.0 0.16 -37.5 0.0124 0.10 3.3 45 46 14.73 14.70 46 2.16 8.0 8.0 0.16 -16.2 0.0026 0.02 1.4 �5 47 14.70 14.74 47 2.16 9.0 9.0 0.18 5.2 0.0003 0.00 0.5 �7 48 14.74 14.83 48 2.16 6.4 24.9 3.81 234.5 0.3693 9.18 20.6 48 49 14.83 25.66 Fit= 18.5 1T lE FREDDY4A 10/24/90 4:13pm Sheet of . Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 4 Federal Way, Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beq � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beq End (Psi) (Psi) 49 4.26 11.5 11.5 0.00 234.5 0.0134 0.15 5.3 49 52 25.66 25.81 50 6.36 12.0 12.0 0.00 -374.5 0.0045 0.05 3.8 54 51 24.48 24.42 51 2.16 210.9 247.8 4.83 -16.8 0.0028 0.70 1.5 51 52 24.42 25.81 Fit= 36.9 2T 2E 52 4.26 12.0 12.0 0.00 217.6 0.0117 0.14 4.9 52 55 25.81 25.95 53 6.36 12.0 12.0 0.00 -390.2 0.0049 0.46 3.9 57 54 24.53 24.48 54 2.16 210.9 247.8 4.83 -15.7 0.0025 0.62 1.4 54 55 24.48 25.95 Fit= 36.9 2T 2E 55 4.26 12.0 12.0 0.00 201.9 0.0102 0.12 4.5 55 58 25.95 26.07 56 6.36 12.0 12.0 0.00 -405.0 0.0053 0.06 4. 1 60 57 24.60 24.53 57 2.16 210.9 247.8 4.83 -14.8 0.0422 0.55 1.3 57 58 24.53 26.07 Fit= 36.9 2T 2E 58 4.26 12.0 12.0 0.00 187.1 0.0088 0.11 4.2 58 61 26.07 26.18 59 6.36 12.0 12.0 0.00 -419.2 0.0056 0.07 4.2 63 60 24.66 24.60 60 2.16 210.9 247.8 4.83 -14.2 0.0021 0.51 1.2 60 61 24.60 26.18 Fit= 36.9 2T 2E 61 4.26 12.0 12.0 0.00 172.9 0.0076 0.09 3 .9 61 64 26.18 26.27 62 6.36 12.0 12.0 0.00 -433.0 0.0059 0.07 4.4 66 63 24.74 24.66 63 2.16 210.9 247.8 4.83 -13.8 Q.0020 0.49 1.2 63 64 24.66 26.27 Fit= 36.9 2T 2E 64 4. 26 12.0 12.0 0.00 159.1 0.0066 0.08 3.6 64 67 26.27 26.35 65 6.36 12.0 12.0 0.00 -446.7 0.0063 0.48 4.5 69 66 24.81 24.74 66 2.16 21a.9 247.8 4.83 -13.7 0.0019 0.48 1.2 66 67 24.74 26.35 Fit= 36.9 2T 2E 67 4.26 12.0 12.0 0.00 145.4 0.0055 0.07 3.3 67 70 26.35 26.42 68 6.36 12.0 12.0 0.00 -460.5 0.0067 0.08 4.7 72 69 24.89 24.81 69 2.16 210.9 247.8 4.83 -13.8 O.OQ20 0.49 1.2 69 70 24.81 26.42 Fit= 36.9 2T 2E 70 4.26 12.0 12.0 0.00 131.6 0.0046 0.06 3.0 70 73 26.42 26.47 71 6.36 12.0 12.0 0.00 -474.7 0.0071 0.08 4.8 75 72 24.98 24.89 72 2.16 210.9 247.8 4.83 -14.2 0.0021 0.51 1.2 72 73 24.89 26.47 Fit= 36.9 2T 2E FREDDY4A 10/24/90 4:13pm S�eet o! � Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 4 Federal Way, Wa. Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg � End No. (inch) (Ft? (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 73 4.26 12.0 12.0 0.00 117.3 0.0037 0.04 2.6 73 76 26.47 26.52 74 6.36 12.0 12.0 0.00 -489.5 0.0075 0.09 4.9 78 75 25.07 24.98 75 2.16 210.9 247.8 4.83 -14.8 0.0022 0.55 1.3 75 76 24.98 26.52 Fit= 36.9 2T 2E 76 4.26 12.0 12.0 0.00 102.5 0.0029 0.03 2.3 76 79 26.52 26.55 77 6.36 12.0 12.0 �.00 -505.1 0.0079 0.09 5.1 81 78 25.16 25.07 78 2.16 210.9 247.8 4.83 -15.6 0.0024 0.61 1.4 78 79 25.07 26.55 Fit= 36.9 2T 2E 79 4.26 12.0 12.0 0.00 87.0 0.0021 0.03 2.0 79 82 26.55 26.58 80 b. 36 12.0 12.0 0.00 -521.6 0.0034 0.10 5.3 84 81 25.26 25.16 81 2.16 210.9 247.8 4.83 -16.5 0.0027 0.68 1.4 81 82 25.16 26.58 Fit= 36.9 2T 2E 82 4. 26 12.0 12.0 O.OQ 70.5 0.0015 0.02 1.6 82 85 26.58 26.59 E3 6 .36 7.0 � .0 0.00 -539.2 0.0089 0.06 5.5 8' 84 25.32 25.26 84 2.16 210.9 247.8 4.83 -17.6 0.0031 0.76 1.5 84 85 25.26 26.59 Fit= 36.9 2T 2E 85 4.26 11.0 11.0 0.00 52.9 0.0009 0.01 1.2 85 86 26.59 26.60 86 2.16 211.9 261.1 -4.83 17.7 0.0031 0.81 1.6 86 87 26.60 25.32 Fit= 49.2 2T 4E 37 6.36 5.0 5.0 0.00 52.9 0.0001 0.00 0.5 87 83 25.32 25.32 88 4.26 10.0 10.0 0.00 35.2 0.0004 0.00 0.8 86 89 26.60 26.61 89 2.16 213.9 263.1 -4.83 17.6 0.0031 0.81 1.5 89 90 26.61 25.32 Fit= 49.2 2T 4E 90 6.36 12.0 12.0 0.00 35.2 0.0001 0.00 0.4 90 87 25.32 25.32 91 4.26 12.5 12.5 0.00 17.6 0.0001 0.00 0.4 89 92 26.61 26.61 92 2. 16 213.9 263.1 -4.83 17.6 0.0031 0.81 1.5 92 93 �6.61 25.32 Fit= 49.2 2T 4E 93 6.36 12.0 12.0 0.00 17.6 0.0000 0.00 0.2 93 90 25.32 25.32 , FREDDY4A 10/24/90 4:14pm Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 4 Federal Way, Wa. Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev {ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 223.5 PT 25.32 83 Grid Jct 592.1=117.66(25.32) � .5 F 104.4 PE 2.56 (EL= 5.92 ft) 94 592.1 6.36 lE lEE T 327.9 0.01061 PF 3.48 5.99 1CV 1T PT 31.37 177 Top of Riser Riser C = 120 A 13.8 PT 31.37 177 Top of Riser F 41.5 PE 5.99 (EL= 13.83 ft) 177 592.1 6.36 1T 1GV T 55.3 0.01061 PF 0.59 5.99 A 6.5 PT 37.94 178 F 0.0 PE 1.95 (EL= 4.50 ft) 178 592.1 6.36 T 6.5 0.01061 PF 0.07 5.99 PT 39.95 179 B.O.R. Under ground C = 140 A 319.0 PT 39.96 179 B.O.R. 100.0 gpm = Hose F 106.0 PE 0.00 179 692.1 7.98 lUT3 4UE T 425.0 0.00352 PF 8.57 4.44 1B08 = 7.08# lUT1 1B08 A 530.0 PT 48.53 180 F 24.0 PE 0.00 180 692. 1 7.98 lUTl T 554.0 �.0035� PF 1.95 9.44 A 1060.0 PT 50.48 181 400.0 gpm = Hose F 106.1 PE 0.00 181 1092.1 7.93 2UEE 2G� T 1166.1 0.00818 PF 9.54 7.01 lUTl 2UT3 PT 60.02 18� Supply Jct Available flow at 60.02 psi is 6226.1 gpm which is 5134.0 gpm from curvz. Supply pr2ssure available with 1092.1 gpm flowing is 82.08 psi, thus system rzquirement is 22.06 psi below supply curve. (26.9�) :.#-�et � of C�ririnel l �ir-�e f'r�otect ion S�rstems - Renton 8�5 SW ?th Street 3 Renton, �A 9+�055 Date 11/19/90 PRO.7ECT IPFOF�I"1�TION J��k�- - Fred MeYe+" - C2r'iopY ar'�d Ar'ea Over Food EntrY Fecier-�al Way, WA ���..A..��� _= C. A�IC�h Densit>� - - O.20 a�xn/sa.ft. '� .• ;:''r�=•<,��; • v — — — — — — — — — — — � �•`.��`° `'�''�;�Z ��-:; Area or" O�r'ation- - - - - - - _ 7.�50Ci sa��are feet ��-' : : `;s� n ��'f� O` ! . . . : . �,�-.... N�.xnt�->r of St�+"irkler� Calaalat�d: 3t> he�s �f��'�p�;. q�6��. •'�,`�•�� .� r�_�thority h�vir� Juri�ictior� Factory I`�_�tual h,�F�s�Q�AIE��` 1-4��:� - - - - - 1 Q i.G �n� i ns i de �;sc, 40Q.0 ��t-xn C�at s i d�_ �-b�. S'rsterr� ty'� Dry W�trr �=-�_rr�ly �=�.3.� psi Statie, ;C�.CC� ps�, Re.�.�����1 @ G5�r_�.D s��rr� Sprinklers 1%2'� �rir�r�ell F9�� �t..�rklr CAL_CI�.AT ION SL�1`1FaRl' Dernarid 53.85 psi @ 7C�.7 �rn @ B.0.R. _ ^ � s - 78.66 qsi @ 12t�0.7 g�m @ 5�.�1 v 01.�C� psi a�dilaGle (� 126G.7 gpn-� �id i s be 1 ow cu-�ve by 3.14 ps i f�k�te�s: FREDDYID 10/24/90 4:05pm Sheet 2 of 1 Pr�ssure (PSI ) N@ m � m m m � m m � � ....... . . : . .... .... : ......... : . . .... . .. : ..... . .... : ... ..... . : .. ..... .. : ......... : .... . . � .. ....... : ..... .... : ... ...... : ...... ... : .......... : ......... : .. ......... ; . .... , . O . • • • : : : m .. . .... . . : . .... . ... � .... .... . : . . ..... .. : . .... . .... : ... . .... . : . . .... . .. : .... . .... � . . .... . . m : : : : : : ' m .. . . . .. . . . . .... . ... : ... . .... . . . . ... . . .. : . .... . .... : ... . .... . . . . . ... . .. . .... . .... .. . . ... . . m . . . • • : ' ' ' � . . . � � ' .. ... � .... .... . � . . .... . .. � . .... . .. .. � ... ..... . : . . .... ... : .... . ... . .. . .... . . � � .. . . .. . . . : . . . : . . . . . . � : : : : : : : : � t+y : : . ' � ... . . . ... . ... . ...' .... . . . .. . . .. . . . �' � .. . .... . . : . .... .... : ... ..... . : . . .... . .. : . .... . .... : ... : : : � � ; , , ; : . : � r r : : ' : ' ; ; ; � O • ' ' ' � � : � : : • � • : : f'y . � �'► N ' . � ......... . ._... ....... �. ...... .... :..... .... . �.. . .... . .. :. ... ... ..... ..... .. .� � � .. . .... . . ....... . .. . : : : : : : G 3 � . . � . : . . � v : ; : : : : ' : . . � • . • ; .n : ; : : : ; ; : z ; , : � • : ' : � � : ' ' � � � � . � � . . . .... . ..:. . .... .....: .... . .... . .:.. . .... . ...:. . .... . .... .:... . . ... . . ... . . . ... . . . .: . . . .... :... . .... . . N . . • • • , . � ' . : � � • ' ' � � . . �► : : : ; : : : : � : : : • ' ' ' V � � � • : : : • � � .... .... � ... . .... . � . . .... . .. . . .... . .... ... . .... . . .... . .. ... . .... , .. . .... . . � .. . . ... . . . . ' : : : : • � • • � � � : : � m m Static = 83.00 psi, Residual = 70.00 psi at a flow of 4576.0 gpm. Demand at F&S = 53.85 psi with 760.7 gpm flowing. Syst2m d2mand = 78.i si with 1260.7 qpm flowing. Pressure available = ..1.80 psi when 1260.7 gpm is flo .___g. D:=m=r�d is 1-=lns., �,,r•,� hv 3 .1� psi . (3 .8�1 . � Sheet � of Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VE Victaulic ninety degree elbow B08 Backflow: Febco Model 806YD BV Butterfly valve CV Swing check valve DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree elbow UEE Underground ASCA forty five degree elbow UT1 Underground ASCh tee: flow in run, flow out bullhead only UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description BL Branch Line RN RiSer rlipplE CM Cross Main PT Total pressure PE Pr2ssure loss due to elecation changes PF Pressure loss due to friction ' .5 Rais�d to the powar of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length FR�,t� MCy'tl� it��c. � F�t�E,Yl,/�l. w^y, w� . S -�PNo(�Y .�,Nr� ^r�C�'� ov�rz T c��-� t c•:T� _ � — — 25 (2c�. 2� � � �, �� � \/ ,�n n n I r�--____ —n 41 � �Lt � Tyf 4 � 24• O --- — � 2'� I�`-1�— '_-tY-- -l)--"_ -v�--lr.�_.__.__..�_..� � � � � �� � �.� ��� ��' 'J� � � —�--v �----�-4 al� � r is. ��i� C�) �`'; �8� T P-� O �21 � o4 ,�'� ,� �____ _� ..____ ,� � :,� ,3 0 � „ , � 0 . o l DL« 2 T>'I'- 4 . FREDDYID 10/24/90 4:02pm Sheet S o! Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over NorthWest Entry Federal Way, WA Pipe Flow Dia Fitting Lenqth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 9.5 PT 14.13 1 End head 20.9=5.56 (14.13? � .5 F 0.0 PE 0.00 1 20.9 1.61 T 9.5 0.01753 PF 0.17 3.29 A 9.0 PT 14.30 2 21.0=5.56(14.30) " .5 F 0.0 PE 0.00 2 41.9 1.61 T 9.0 0.06352 PF 0.57 6.61 A 8.8 PT 14.87 3 21.4=5.56(14.87) � .5 F O.Q PE 0.00 3 63.4 1.61 T 8.8 0.13639 PF 1.20 9.99 A 2.0 PT 16.07 4 22.3=5.56(16.07) ' .5 F 10.0 PE 0.00 4 85.7 2.07 1T T 12.0 0.07055 PF 0.85 8.19 PT 16.92 13 Riser Nipple Jct K-factor for branchline no. 1 = 85.7/ (16.92} � .5 = 20.84 at Hyd Ref Pts 13 14 Branchline No. 2 (Beginninq pressure increased du2 to Hyd Ref Pt 7) C = 120 A 8.0 PT 11.09 5 End head 18.5=5.56(11.09) " .5 F 0.0 PE 0.00 5 18.5 1.05 T 8.0 0.11278 PF 0.90 5.87 A 6.3 PT 11.99 6 19. 3=5.56 (11.99) - .5 F 0.0 PE 0.00 6 3�.8 1.38 T 6.3 0.11091 PF 0.70 8.10 A 7.0 PT 12.69 7 19.8=5.56(12.69? � .5 F 6.0 PE 0.00 7 57.6 1.38 1T T 13.0 0.24196 PF 3.15 12.35 PT 15.83 13 Riser Nipple Jct K-factor for branchline no. 2 = 57.6/ (15.83) ' .5 = 14.48 at Ayd Ref Pts 13 14 Riser Nipple (Top of RN = Branchline 1 + Branchline 2) C = 120 A 9.9 PT 16.92 13 BL1 + BL2 145.2=35.31(16.92) � .5 F 10.0 PE 4.29 (EL= 9.90 ft} 13 145.2 2.07 1T T 19.9 0.18�41 PF 3.73 13.89 PT 24.93 16 Bot of R.nip K-factor for riser nipple = 145.2/ (24.93) ' .5 = 29.08 at Hyd Ref Pts 16 19 Riser Nippl2 (Top of RP1 = Branchline 1 + Branchline 2) C = 120 A 14.6 PT 16.92 14 BL1 + BL2 145.2=35.31(16.92) ' .5 F 12.0 PE 6.32 (EL= 14.60 ft) 14 145.2 2.47 1T T 26.6 0.07887 PF 2.10 9.73 PT 25.33 17 Bot of R.nip K-factor for ris2r nipple = 145.2/ (25.33) ' .5 = 28.85 at Hyd Rzf Pts 17 18 , FREDDYID 10/24/90 4:02pm Sheet � of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over NorthKest Entry Federal Way, �A Pipe Flow Dia Fitting Lenqth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 120 A 8.8 PT 15.48 8 End head 21.9=5.56(15.48? � .5 F 0.0 PE 0.00 8 21.9 1.38 T 8.8 0.04040 PF 0.36 4.69 A 8.8 PT 15.84 9 22.1=5.56{15.84) ' .5 F 0.0 PE 0.00 9 44.0 1.38 T 8.8 0.14718 PF 1.30 9.44 A 8.8 PT 17.13 10 23.0=5.56 (17.13) " .5 F 0.0 PE 0.00 10 67.0 1.61 T 8.8 0.15129 PF 1.33 10.56 A 3.8 PT 18.46 11 23.9=5.56(18.46) " .5 F 8.0 PE 0.00 11 90.9 1.61 1T T 11.8 0.26594 PF 3.14 14.33 PT 21.60 20 Riser Nipple Jct K-factor for branchline no. 3 = 90.9/ (21.60) ' .5 = 19.56 at Hyd Ref Pts 20 15 FREDDYID 10/24/90 4:02pm Sheet 1 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over NorthWest Entry Federal Way, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No tgpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN = .8*Branchline 3) C = 120 _ A 5.5 PT 21 .60 15 .8*BL3 72.7=15.65 (21.601 � .5 F 10.0 PE 2.38 (EL= 5.50 ft) 15 72.7 2.07 1T T 15.5 0.05212 PF 0.81 6.95 PT 24.79 21 Bot of R.nip K-factor for riser nipple = 72.7/ l24.79) ' .5 = 14.60 FREDDYID 10/24/90 4:02pm Sheet 8 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over NorthWest Entry Federal Way, WA Pipe F1oW Dia Fittinq Lenqth Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A (Beginninq pressure increased due to Hyd Ref Pt 17} C = 12d A 11.0 PT 25. 33 16 RN#13 146.4=29.08f,25.33) ' .5 F 0.0 PE 0.00 16 146.4 6.07 T 11.0 0.00101 PF 0.41 1.63 A 9.0 PT 25.34 17 RN#14 145.2=28.85(25.34) ' .5 F 0.0 PE 0.00 17 291.6 6.07 T 9.0 0.0036Q PF 0.03 3.24 A 11.0 PT 25.38 18 RN#14 145. 3=28.85 (25.38` ' .5 F 0.0 PE O.Od 18 436.9 6.07 T 11.0 0.00760 PF 0.08 4.85 A 10.9 PT 25.46 19 RN#13 146.7=29.08(25.46) � .5 F 20.0 PE 0.90 tEL= 2.08 ft) 19 583.6 6.07 2VE T 30.9 0.01299 PF 0.40 6.48 A 12.5 PT 26.76 20 BL3 101.2=19.56(26.76) � .5 F 0.0 PE 0.00 20 684.8 6.07 T 12.5 0.01746 PF 0.22 7.61 A 11.9 PT 26.98 21 RN#15 75.9=14.60(26.98) � .5 F 20.0 PE 0.00 21 760.7 6.07 2VE T 31.9 0.02121 PF 0.68 8.45 A 40.0 PT 27.66 22 F 40.0 PE -2.56 (EL= -5.92 ft) 22 760.7 6.07 4VE T 80.0 0.02121 PF 1.70 8.45 A 7.7 PT 26.79 23 F 55.0 PE 2.85 (EL= 6.58 ft) 23 760.7 6.07 1T 1BV T 62.7 0.02121 PF 1.33 8.45 1DPV A 15.0 PT 30.97 24 F 40.0 PE -3.12 (EL= -7.20 ft) 24 760.� 6.07 1VE 1T T 55.0 0.02121 PF 1.17 8.45 PT 29.02 35 Bulk Jct K-factor for Cross main A = 760.7/(29.02) � .5 = 141.22 FREDDYID 10/24/90 4:02pm Sheet � of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over NorthWest Entry Federal Way, WA Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beq � End No. (inch) (Ft) (Ft) (Ft} (Gpm) (Psi/Ft) (Psi) (Fps) Beq End (Psi) (Psi) 25 6.36 12.0 12.0 0.00 -66�.9 0.0133 0.16 6.8 25 2h 37.?0 37.54 26 6.36 12.0 12.0 0.00 -576.1 0.0101 0.12 5.8 26 27 37.54 37.42 27 6.36 12.0 12.0 0.00 -484.4 0.0073 0.09 4.9 27 28 37.42 37.33 28 6.36 12.0 12.0 0.00 -391.7 0.0049 0.06 4.0 28 29 37.33 37.28 29 6.36 12.0 12.0 0.00 -296.9 0.0030 0.04 3.0 29 30 37.28 37.24 30 6.36 10.3 10.3 0.00 -198.5 0.0014 0.01 2.0 30 31 37.24 37.23 31 6.36 8.0 8.0 0.00 -99.2 0.0004 0.00 1.0 31 32 37 .23 37.22 32 2.16 71.0 107.9 0.00 -99.2 0.0752 8.11 8.7 32 33 37.22 29.11 Fit= 36.9 2T 2E 33 4.26 8.0 3.0 0.00 -99.2 0.0027 0.02 2.2 33 34 29.11 29.09 34 4.26 7.0 7.0 0.00 -198.5 O.b099 0.07 4.5 34 35 29.09 29.02 35 4.26 3.3 3.3 0.00 562.2 0.0677 0.22 12.7 ?5 36 29.02 29.24 36 4.26 12.0 1�.0 0.00 463.8 0.0474 0.5� 10.4 3b 3� 29 .24 29.81 37 4.26 12.0 12.0 0.00 369.0 0.0311 0.37 8. 3 37 38 29.81 30.18 33 4.26 12.0 12.0 0.00 276.3 O.Q182 0. ::2 6.2 38 39 30.18 30.40 39 4.26 12.0 12.0 0.00 184.6 0.0086 0.10 4.2 39 40 30.40 30.50 40 4.26 12.0 12.0 0.00 92.8 0.0024 0.03 2.1 40 41 30.50 30.53 41 2.16 71.0 107.9 0.00 92.8 0.0664 7.17 8.1 41 25 30.53 37.70 Fit= 36.9 2T 2E 42 2.16 71.0 107.9 0.00 -91.8 0.0652 7.04 8.1 26 40 3�.54 30.50 Fit= 36.9 2T 2E 43 2.16 71.0 107.9 0.00 -91.7 0.0651 7.02 8.1 27 39 37.42 30.40 Fit= 36.9 2T 2E 44 2.16 71.0 107.9 0.40 -92.6 0.0663 7.15 8.1 23 38 37.33 30.18 Fit= 36.9 2T 2E �5 2.16 71.0 1Q7.9 0.00 -94.8 0.0692 7.47 8.3 29 3� 37.28 29.81 Fit= 36.9 2T 2E 46 2.16 71.0 107.9 0.00 -98.4 0.0741 8.00 8.6 30 36 37.24 29.24 Fit= 36.9 2T 2E 47 2.16 71.0 107.9 0.00 -99.3 0.0754 8.14 8.7 31 34 37.23 29.09 Fit= 36.9 2T 2E F�EDDYID 10/24/90 4:03pm Sheet lo of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over NorthWest Entry Federal �ay, WA Pipe Flow Dia Fittinq Lenqth Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 223 .5 PT 37.70 25 Grid Jct 760.7=123.89 (37.70) ' .5 F 104.4 PE 2.56 (EL= 5.92 ft) 48 760.7 6.36 lE lEE T 327.9 Q.01687 PF 5.53 7.69 1CV iT PT 45.80 66 Top of Riser Riser C = 120 A 11.8 PT 45.80 66 Top of Riser F 41.5 PE 5.12 (EL= 11.83 ft) 66 760.7 6.36 1T 1GV T 53.3 0.01687 PF 0.90 7.69 A 6.5 PT 51.82 67 ** C = 140 ** F 17.0 PE 1.73 (EL= 4.00 ft) 67 760.7 6.36 lUTl T 23.5 0.01268 PF 0.30 7.69 PT 53 .85 68 B.O.R. Under ground C = 140 A 319.0 PT 53.85 68 B.O.R. 100.0 gpm = Hose F 106.0 PE 0.00 68 860.7 7.98 1UT3 4UE T 425.0 0.00527 PF 9.46 5.52 1B08 = 7 .22# lUTl 1BOE A 530.0 PT 63.30 69 F 24.0 PE 0.00 69 860.7 7.98 lUTl T 554.0 0.00527 PF 2.92 5.52 A 1060.0 PT 66.22 70 400.0 gpm = H��sE F 106.1 FE 0.00 70 1260.7 7.98 2UEE 2GV T 1166.1 0.01067 PF 12.44 8.09 lUT1 2UT3 PT 78.66 71 Supply Jct Available flow at 78.66 psi is 2529.0 gpm which is 1268.3 gpm from curve. Supply pressure available with 1260.7 gpm flowing is 81.80 psi, thus system requirement is 3.14 psi below supply curv�. (3.8�) �e�t I of C�^i�riel l �ir^e P�otect ion �rsterns - Renton 875 S�,! 7`th Str�eet , Renton, �A 9�y055 Date 11/19/�7 F'R'OJECT If�FOF�TION J��_ _ Fred Meyer - Canopy ar�d Area Over Soft Goods Entry Federal Way, WA U�nsitY 0.20 ct�misq.ft. �'�`�""^� Area Of (�et^atlol'1 - - - - - - - ,35f=� scli..rat"e feet :�G�'•'���.Mc��s _ _ _ _ _ _ _ _ ; ''t; �,'j,�;t�'' :� ',tic `�i'-Z �=� _ . i '` - r ��tf�rity havin�a J��isdiction_ _ Fact�-�ry Mutual ao� ''�. �,,��;,'�` ;;c�. '�fr�•, �'�y: �� `���w 1.✓? ' � �'"y� Hc,� - - - - - 100.0 ��xn Ins�,cie }-k�=.e, �+Cx=i_O c_�pm i��t=.i� I-i�� '``��L�'IU�����C�� '�`���....��'` 5ysten� tyt� Gry Wat�r `���lv _ ��3.00 nsi St�tic, 7Q.00 r�si Resick_�al @ 4.576.0 g�xn ��r'i r d�.i?I"_; 1 i'2" i,r"'x r-v�11 F y�� =��t-�k l r CALCI�.ATION SU"MARY C�rr��_ _ _ _ _ 5�.�3 psi @ £���.5 c�pni @ B.G.R. �.43 ps i C� 13C��.5 gpm @ �..�1 y 81.62 psi available @ 1362,5 gpm D�rnar-� i s be 1 ow c�rve by 1. 1� ���.i Rk�te�;: FREDDY2D 10/24/90 3:51pm Sheet Z of 1 Pres�ure (PSI ? � � � � m � � � O � � � ........ . : . ........ : ........ . : . . .... ... : . .... ..... : ... . ..... : . . ........:.......... ' ... .. � ... .... .. : . .........; .... ..... .; ......... , .......... : ... ..... . : ; .. m . • : . : i!I .... . ... � --. . ..... � . ...... .. : . .... ..... . ... ..... . . . .... . .. � .... . .... .;. . ..... . . @ .. . . ... . . ' . . . : : , . � � . . ... . .... .... . . . . .... . .. . . .... . .... . ... . .... . . . . .... . .. . .... ..... .. . .. .. . . � .. . .. . . . . ... , , : : : � ; ; . . . • ; ' ' ' � . . A► lU : : ; : ' : � . . . � � .. . .... . . : . .... .... . ... . .... . • .. .... . .. ' . .... . . .. . - ... ...... . . ..... . .. . .... . ... . .. . ... � � � ' ' ' ' � . � �� � ' � .... . . ..'. . .... . .... . ... . .. .. . . ' . . .... . .. ' ... . . . . . .. . ... . . . �+ .. ... ... . . ... . . . � � .. . .... . . : . .. : : : . : : � � � : ; . . . • : .. r � . � � � ' ' ' � o • � : : � - - : � � � . : � � : : n . . � � tn ' � .. .... ..:... .... . .. � ...... .... � .... .... . ' . ........ : ... ... : .. ..... . . � � � .. . .... . .... . ..... ... . .. : : ; ; . : � � . � 3 : : : : : : : . .,. ; : ; : : � : : . - � � . • • ,-ti : : � : : : ; : Z . ; . : • : : : Ir A � : ' ' � � ' ' � �9 . .. . . ... .. .... . .... . ._ .. . .... . . . ... . ... . . .... ...... . .... . .... . .... . ..._. . . .... . ;... . .... .. � � .. . .... . .. :. . : . . • � � : � � � : : • • • : � � � � ' � � . �+ � � : : : � � � � . � , . : : • : +••� U1 .. . ... . . . : . .... . ... : ... .. ... . : . . .... . .. : . .... . .... : ... . .... . : . . ....... ... ..... : .. . .... . . @ : � � � ' ' : C!1 : : � � : � ' ' � - � . . � � Static = 83.00 psi, Residual = 70.00 psi at a flow of 4576.0 gpm. Demand at F&S = 52.43 psi with 862.5 gpm flowing. System demand = 80.4 ;i with 1362.5 gpm flowing. Pressure availabl2 = .62 psi when 1362.5 gpm is flo g. n�-��n� i� ?��1^*.�r r��r��2 bv 1.19 psi . (1 .5�) ' Sheet '� of Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee E Ninety deqree elbow EE Forty five degree elbow VE Victaulic ninety degree elbow B08 Backflow: Febco Model 806YD CV Swing check valve DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree e1boW UEE Underground ASCA forty five deqree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only UT3 Underground ASCA t2e: flow in bull, out one run only Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ' .5 Raised to the pow�r of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe 12ngth T Total pipe 12ngth F Iz L� M�Y�R I N C . F�►�U71`l, wi'�Y, w/�. d' C�Nory �N� ^.t2� OvCxz S�o GOor� �N �z :- -- -__--�__-_ ---_L_Y z � � -- ���0--�-� _ n v b � O �`'J n i �r— — ^ --i, �J �x 3 i� T''r'� 4 � �s� � � i� V � �� � . -� �� 0-- � �'2 0-0-- o—a- � � —�-� �'s 14 � � � �1 � i49 � �µ ' i I �l �'' 151 TYP.4 � ;� V ��. �� � � ia �ai iao � (ic,q� �M 4 �.:J T�'P_ 4 FREDDY2D 10/24/90 3:44pm Sheet S ot Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Pipe Flow Dia Fitting Lenqth Fr Loss Press Hyd Vel No (gpml (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 10.Q PT 8.28 140 End head 16.0=5.56(8.28) ' .5 F 0.0 PE 0.00 140 16.0 1.38 T 10.0 0.02265 PF 0. 23 3.43 A 10.0 PT 8.51 141 16.2=5.56(8.51) ' .5 F 0.0 PE 0.00 141 32.2 1.61 T 10.0 0.03902 PF 0.39 5.08 A 4.3 PT 8.90 142 16.6=5.56 (8.90) ' .5 F 2.7 PE 0.00 142 48.8 1.61 1VE T 7.0 0.08413 PF 0.59 7.69 PT 9.49 159 Riser Nipple Jct K-factor for branchline no. 1 = 48.8/ (9.49) ' .5 = 15.84 at Hyd Ref Pts 159 160 Riser Nipple (Top of RN = Branchline 1) C = 120 A 1.8 PT 9.49 159 BL1 48.E=15.84 (9.49? � .5 F 8.0 PE 0.78 (EL= 1 .80 ft) 159 48.8 1.61 1T T 9.8 0.08414 PF 0.82 7.69 PT 11 .09 164 Bot of R.nip K-factor for riser nippl� = 48.8/ (11.09) � .5 = 14.65 at Hyd Rzf Pts 164 172 Riser Nipple (Top of RPd = Branchline 1) C = 120 A 5.9 PT 9.49 160 BL1 48.8=15.84t9.49? ' .5 F 10.0 PE 2.55 (EL= 5.90 ft) 160 48.8 2.07 1T T 15.9 0.02492 PF 0.4Q 4.67 PT 12.44 166 Bot of R.nip K-factor for riser nipple = 48.8/ (12.44) � .5 = 13.84 at Hyd Ref Pts 166 174 ' FREDDY2D 10/24/90 3:44pm Sheet G ot Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 A 10.4 PT 9.03 143 End head 16.7=5.56(9.03? � .5 F 0.0 PE 0.00 143 16.7 2.07 T 10.4 0.00343 PF 0.04 1.60 A 10.4 PT 9.07 144 1b.8=5.56(9.07) " .5 F 0.0 PE 0.00 144 33.5 2.07 T 10.4 0.01239 PF 0.13 3.20 A 10.4 PT 9.19 145 16.9=5.56 (9.19) ' .5 F 0.0 PE 0.00 145 50.3 2.07 T 10.4 0.02636 PF 0.27 4.81 A 10.4 PT 9.47 146 17.1=5.56{9.47) " .5 F 0.0 PE 0.00 146 67.4 2.07 T 10.4 0.04531 PF 0.47 6.45 A 10.4 PT 9.99 147 17.5=5.56(9.94) � .5 F 0.0 PE 0.00 147 85.0 2.07 T 10.4 0.06948 PF 0.72 8.12 A 10.4 PT 10.66 148 18.?=5.56 (10.66) ' .5 F 0.0 PE 0.00 14E 103.1 2.47 T 10.a 0.04184 PF 0.44 6.91 A 5.3 PT 11.10 149 18.5=5.56 (11.10) � .5 F 12.0 PE 0.00 149 121.6 2.47 1T T 17.3 0.05680 PF 0.98 8.15 PT 12.08 165 Cross main Jct K-factor for branchline no. 2 = 121.6/ l12.08� ' .5 = 34.99 Branchline rlo. 3 C = 120 A 6.0 PT 7.00 150 End head 14.7=5.56(7.00) ' .5 F 0.0 PE 0.00 150 14.7 2.07 T 6.0 0.00271 PF 0.02 1.41 A 6.0 PT 7.02 151 14.7=5.56 (7.02� � .5 F 0.0 PE 0.00 151 29.4 2.07 T 6.0 0.00978 PF 0.06 2.81 A 6.0 PT 7.07 152 14.8=5.56(7.07) ' .5 F 0.0 PE 0.00 152 44.2 2.07 T 6.0 0.02077 PF 0.12 4.23 A 1.8 PT 7.20 153 14.9=5.56 (7.20) � .5 F 10.0 PE 0.00 153 59.2 2.07 1T T 11.8 0.03556 PF 0.42 5.65 PT 7.62 161 Riser Nipple Jct K-factor for branchline no. 3 = 59.2/ (7.62) � .5 = 21.45 at Hyd R�f Pts 151 162 163 FREDDY2D 10/24/90 3:45pm Sheet 1 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal �ay, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps} Notes Branchline No. 4 C = 120 A 7.3 PT 8.42 154 End head 16.1=5.56(8.42) ' .5 F 0.0 PE 0.00 154 16.1 2.07 T 7.3 0.00322 PF 0.02 1.54 A 7.3 PT 8.44 155 16.2=5.56(8.44) " .5 F 0.0 PE 0.00 155 32.3 2.47 T 7.3 0.01161 PF 0.08 3.09 A 3.0 PT 8.53 156 16.2=5.56(8.53) ' .5 F 10.0 PE 0.00 156 48.5 2.07 1T T 13.0 4.02466 PF 0.32 4.64 PT 8.85 161 Riser Nipple Jct K-factor for branchline no. 4 = 48.5/ (8.85) " .5 = 16.30 at Hyd Ref Pts 161 162 163 Riser Nipp12 (Top of RN = Branchline 3 + Branchline 4) C = 120 A 10.5 PT 8.85 161 BL3 + BL4 112.3=37.75 (8.85) " .5 F 12.0 PE 4.55 (EL= 10.50 ft) 161 112.3 2.47 1T T 22.5 0.04901 PF 1.10 7.53 PT 14.50 168 Bot of R.nip K-factor for riser nippl� = 112.3/ (14.50) " .5 = 29.49 at Hyd Ref Pts 168 171 Riser Nipple (Top of RPd = Branchline 3 + Branchline 4) C = 120 A 15.1 PT 8.85 162 BL3 + BL4 1.12.3=37 .75(8.E5) ' .5 F 10.0 PE 6.54 (EL= 15.10 ft) 162 112.3 2.07 1T T 25.1 0.11645 PF 2.92 10.74 PT 18.31 169 Bot of R.nip K-factor for riser nipple = 112.3/ (18.31) ' .5 = 26.24 at Hyd Ref Pts 169 170 Riser Nipple tTop of RIJ = Branchline 3 + Branchline 4) C = 120 A 15.1 PT 8.85 163 BL3 + BL9 112.3=37.75 (8.85) � .5 F 15.0 PE 6.54 (EL= 15.10 ft) 163 112.3 3.07 1T T 30.1 0.01702 PF 0.51 4.87 PT 15.90 164 Bot of R.nip K-factor for riser nipple = 112.3/ (15.90) " .5 = 28.16 Branchline No. 5 C = 120 A 10.0 PT 8.28 157 End h2ad 16.0=5.56 (8.28) ' .5 F 0.0 PE 0.00 157 16.0 1.61 T 10.0 0.01069 PF 0.11 2.52 A 5.3 PT 8.39 158 16.1=5.56 (8.39) ' .5 F 8.0 PE 0.00 158 32.1 1.61 1T T 13.3 0.03877 PF 0.52 5.06 PT 8.90 173 Cross main Jct K-factor for branc 'ne no. 5 = 32.1/ (8.90) ' .5 = 1� ' FREDDY2D 10/24/90 3:45pm Sheet g of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A (Beginning pressure increased due to Hyd Ref Pt 169) C = 120 A 7.0 PT 14.13 164 RN#159 55.1=14.65l14.13) � .5 F 0.0 PE 0.00 164 55.1 2.47 T 7.0 0.01312 PF 0.09 3.69 A 1.0 PT 14.22 165 BL2 131.9=34.99(14.22) " .5 F 0.0 PE 0.00 165 187.0 3.07 T 1.0 0.04371 PF 0.04 8.12 A 37.8 PT 14.26 166 RN#160 52.3=13.84l14.26) ' .5 F 20.0 PE 0.00 166 239.3 3.07 4VE T 57.8 0.06896 PF 3.99 10.38 A 4.0 PT 18.25 167 F 0.0 PE 0.00 167 239.3 6.07 T 4.0 0.00250 PF 0.01 2.66 A 11.0 PT 18.26 168 RN#161 126.0=29.49(18.26? ' .5 F 0.0 PE 0.04 168 365.3 6.07 T 11.0 0.00546 PF 0.06 4.06 A 11.0 PT 18.32 169 RN#162 112.3=26.24 (18.32) � .5 F 0.0 PE 0.00 169 477 .6 6.07 T 11.0 0.00897 PF 0.10 5.30 A 11.0 PT 18.42 170 RN#162 112.6=26.24(18.42) ' .5 F 0.0 PE 0.00 170 590.2 6.07 T 11.0 0.01326 PF 0.15 6.55 A 4.0 PT 18.56 171 RN#1h1 127.1=29.49 (18.56) ' .5 F 0.0 PE 0.00 171 717.3 6.Q7 T 4.0 0.01902 PF 0.08 7.97 PT 18.64 175 Bulk Jct K-factor for Cross main A = 717.3/ (18.64) � .5 = 166.15 Cross main B (Beginning pressure incr2ased due to Hyd Ref Pt 174) C = 120 A 7.0 PT 12.33 172 RN#159 51.5=14.65i12.33) ' .5 F 0.0 PE 0.00 172 51.5 2.47 T 7.Q 0.01157 PF 0.08 3.45 A 1.0 PT 12.41 173 BL5 37.9=10.76(12.41) " .5 F 0.0 PE 0.00 173 89.4 2.47 T 1.0 0.03211 PF 0.03 5.99 A 37.8 PT 12.44 174 RN#160 48.8=13.84(12.44} ' .5 F 24.0 PE 0.40 174 138.2 2.47 3VE 1T T 61.8 0.07192 PF 4.44 9.26 PT 16.89 175 Bulk Jct K-factor for Cross main B = 138.2/ {16.89) ' .5 = 33.63 � FREDDY2D 10/24/90 3:46pm Sheet q of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Pipe Flo� Dia Fittinq Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main C C = 120 A 60.0 PT 18.b4 175 CM A + CM B 852.5=199.77 (18.64) ' .5 F 20.0 PE 0.00 175 862.5 6.07 2VE T 80.0 0.02676 PF 2.14 9.58 A 30.4 PT 20.78 176 F 48.0 PE 0.00 176 862.5 6.07 1T 1GV T 78.0 0.02676 PF 2.09 9.58 1DPV PT 22.87 104 Bulk Jct K-factor for Cross main C = 862.5/ (22.87) ' .5 = 180.37 FREDDY2D 10/24/90 3:46pm Sheet iv of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes e Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm} (Psi/Ft) (Psi) (Fps) Beq End (Psi) (Psi) 26 6.36 12.0 12.0 0.00 -65.9 0,0002 0.00 0.7 39 2� 33 .66 33.66 27 2.16 46.5 65.0 -3.28 -65.9 0.0353 2.29 5.8 27 28 33 .66 29.95 Fit= 18.5 1T lE 28 2.16 10.0 10.0 0.17 -65.9 0.0353 0.35 5.8 28 29 29.95 29.67 29 2.16 10.0 10.0 0.18 -65.9 0.0353 0.35 5.8 29 30 29.67 29.39 30 2.16 10.0 10.0 0.13 -65.9 0.0353 0.35 5.8 30 31 29.39 29.10 31 2.16 10.0 10.0 0.17 -65.9 0.0353 0.35 5.8 31 32 29.10 28.82 32 2.16 10.0 10.0 0.17 -65.9 0.0353 0. 35 5.8 32 33 28.82 28.54 33 2.16 10.0 10.0 0.17 -65.9 0.0353 0.35 5.8 33 34 28.54 28.26 34 2.16 10.0 10.0 0.17 -65.9 0.0353 0.35 5.8 3� 35 28.26 27.98 35 2.16 10.0 10.0 0.17 -65.9 0.0353 0.35 5.8 35 36 27.98 27.70 36 2.16 64.0 82.5 4. 37 -65.9 0.0353 2.91 5.8 36 37 27.70 26.68 Fit= 18.5 1T lE 37 4.26 12.0 12.0 0.00 -65.9 0.0013 0.02 1.5 37 49 26.68 26.67 38 6.36 12.0 12.0 0.00 -131.9 0.0007 0.01 1.3 51 39 33 .67 33.66 39 2.16 45.9 64.4 -3.17 -66.1 0.0355 2.28 5.8 39 90 33.66 30.01 Fit= 18.5 1T lE 40 2.16 10.0 10.0 0.17 -66.1 0.0355 0.35 5.8 40 41 30.01 29.73 41 2.16 10.0 10.0 0.18 -66.1 0.0355 0.35 5.8 41 42 29.73 29.45 42 2.16 10.0 10.0 0.14 -66.1 0.0355 0.35 5.8 42 43 29.45 29.15 43 2.16 10.0 10.0 0.17 -66.1 0.0355 0.35 5.8 43 44 29.15 28.87 44 2.16 10.0 10.0 0.18 -66.1 0.0355 0.35 5.8 44 45 28.87 28.60 45 2.16 10.0 10.0 0.17 -66.1 0.0355 0.35 5.8 45 46 28.60 28.32 46 2.16 10.0 10.0 0.18 -66.1 0.0355 0.35 5.8 46 47 28.32 28.04 47 2.16 10.0 10.0 0.17 -66.1 0.0355 0.35 5.8 47 48 28.04 27.76 48 2.16 63.9 82.4 4.23 -66.1 0.0355 2.92 5.8 48 49 27.76 26.67 Fit= 18.5 1T lE 49 4.26 12.0 12.0 0.00 -131.9 0.0046 0.06 3.0 49 61 26.67 26.61 50 6.36 12.0 12.0 0.00 -198.2 0.0014 0.02 2.0 63 51 33.69 33.67 FREDDY2D 10/24/90 3:47pm Sheet ii of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes e Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 51 2.16 46.5 65.0 -3.06 -66.3 0.0357 2.32 5.8 51 52 33.67 30.Q3 Fit= 18.5 1T lE 52 2.16 10.0 10.0 0.18 -66.3 0.0357 0. 36 5.8 52 53 30.03 29.75 53 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 53 54 29.75 29.47 54 2.16 10.0 10.0 0.15 -66.3 0.0357 0.36 5.8 54 55 29.47 29.18 55 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 55 56 29.18 28.90 56 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 56 57 28.90 28.62 5� 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 57 58 28.62 28.34 58 2.16 10.0 10.0 0.19 -66.3 0.0357 0.36 5.8 58 59 28.34 28.07 59 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 59 60 28.07 27.79 6d 2.16 63.7 82.2 4.06 -66.3 0.0357 2.93 5.8 60 61 27.79 26.61 Fit= 18.5 1T lE 61 4.26 12.0 12.0 0.00 -198.2 0.0098 0.12 4.5 51 71 26.61 26.49 62 6. 36 12.0 12.0 0.00 -265. 3 0.0024 0.03 2.? �3 63 33 .72 33.69 63 2.16 103.8 122.3 -1.88 -67.0 0.0364 4.45 5.9 53 64 33.69 28.42 Fit= 18.5 1T lE 64 2.16 10.0 10.0 0.19 -67.0 0.0364 0.3�� 5.9 64 65 28.42 28.14 65 2.16 10.0 10.0 0.19 -67.0 0.0364 0.36 5.9 65 66 28.14 27.86 66 2.16 10.0 10.0 0.18 -67.0 0.0364 0.36 5.9 66 67 27.86 27.57 67 2.16 10.0 10.0 0.19 -67.0 0.0364 0.36 5.9 6� 68 27.57 27.29 68 2.16 10.0 10.0 0.19 -67.0 0.0364 0.36 5.9 68 69 27.29 27.01 69 2.16 10.0 10.0 0.18 -67.0 0.4364 0.36 5.9 b9 70 27.01 26.72 70 2.16 25.5 44.0 3.18 -67.0 0.0364 1.60 5.9 70 71 26.72 26.49 Fit= 18.5 1T 1E 71 4.26 36.3 36.3 0.00 -265.3 0.0169 0.61 6.0 71 81 26.49 25.88 72 6.36 12.0 12.0 0.00 -331.6 0.0036 0.04 3.4 83 73 33.76 33.72 73 2.16 103.8 122.3 -1.89 -66.3 0.0357 4.36 5.8 73 74 33.72 28.54 Fit= 18.5 1T lE 74 2.16 20.0 20.0 0.36 -66.3 0.0357 0.71 5.8 74 75 28.54 27.98 75 2.16 10.0 10.0 0.18 -66.3 0.0357 Q.36 5.8 75 76 27.98 27.70 � FREDDY2D 10/24/90 3:47pm Sheet 12 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg e End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 76 2.16 8.0 8.0 0.14 -66.3 0.0357 0.29 5.8 �6 77 27.70 27.47 77 2.16 8.0 8.0 0.15 -66.3 0.0357 0.29 5.8 77 78 27.47 27.25 78 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 78 79 27.25 26.97 79 2.16 10.0 10.0 0.18 -66.3 0.0357 0.36 5.8 79 80 26.97 26.70 80 2.16 42.2 60.7 3.12 -66.3 0.0357 2.16 5.8 80 81 26.70 25.88 Fit= 18.5 1T lE 81 4.26 12.0 12.0 0.00 -331.6 0.0255 0.31 7.5 81 92 25.88 25.58 82 6.36 12.0 12.4 0.00 -397.2 0.4051 0.06 4.0 94 83 33.82 33.76 83 2.16 103.8 122.3 -1.89 -65.7 0.0351 4.29 5.8 83 84 33.76 28.65 Fit= 18.5 1T lE 84 2.16 1.0.0 10.0 0.18 -65.7 0.0351 0.35 5.8 84 85 28.65 28.38 85 2.16 10.0 10.0 0.18 -65.7 0.0351 4.35 5.8 85 86 28.38 28.11 86 2.16 10.0 10.0 0.18 -65.7 0.0351 0.35 5.8 86 87 28.11 27.84 87 2.16 8.0 8.0 0.14 -6`.7 0.0351 0. 28 5.8 8� 88 27.84 27.62 88 2.16 8.0 8.0 0.15 -65.7 0.03�1 0.28 5.8 88 89 27.b3 27.40 89 2. 16 12.0 24.3 0.18 -65.7 0.0351 0.85 5.8 89 90 27.40 2E,.63 Fit= 12.3 2E 90 2.16 10.0 10.0 0.18 -65.7 0.0351 0.35 5.8 90 91 26.63 26.35 91 2.16 42.2 60.7 3.12 -65.7 4.0351 2.13 5.8 91 92 26.35 25.58 Fit= 18.5 1T lE 92 4.26 10.0 10.0 0.00 -397.2 0.0356 0.36 8.9 92 96 25.58 25.22 93 6.36 12.0 12.0 0.00 -475.7 0.0071 4.08 4.8 99 94 33.91 33.82 94 2.16 144.7 175.5 -1.15 -78.4 0.0487 8.55 6.? 94 95 33.82 24.77 Fit= 30.8 2T lE 95 2.16 7Q.5 95.1 3.57 -36.0 0.0116 1.10 3.2 95 96 24.77 25.22 Fit= 24.6 1T 2E 96 4.26 10.0 10.0 0.00 -433.3 0.0418 0.42 9.8 96 97 25.22 24.80 97 4.26 6.0 6.0 0.00 -475.7 0.0497 0.30 10.7 97 100 24.80 24.50 98 6.36 12.0 12.0 0.00 -548.1 0.0092 0,11 5.5 102 99 34.02 33.91 99 2.16 211.7 248.6 2.42 -72.4 0.0420 10.45 6.4 99 104 33.91 24.50 Fit= 36.9 2T 2E 100 4.26 12.0 12.0 0.00 -548.1 0.0646 0.78 12.3 100 103 24.50 23.73 FREDDY2D 10/24/90 3:48pm Sheet i� of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Way, WA Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes e Beg e End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 101 6.36 12.0 12.0 0.00 -623.8 0.0117 0.14 6. 3 106 102 34.16 34.02 102 2.16 211.7 248.6 2.42 -75.7 0.0456 11.33 6.6 102 103 34.02 23.73 Fit= 36.9 2T 2E 103 4.26 10.5 10.5 0.00 -623.8 0.0821 0.86 14.0 103 104 23.73 22.87 104 4.26 1.5 1.5 0.00 238.7 0.0139 0.02 5.4 104 107 22.87 22.89 105 6.36 12.0 12.0 0.00 -702.9 0.0146 0.17 7.1 109 106 34.33 34.16 106 2.16 211.8 248.7 2.42 -79.1 0.0495 12.32 6.9 106 107 34.16 22.89 Fit= 36.9 2T 2E 107 4.26 12.0 12.0 0.00 159.6 O.00b6 a.08 3.6 107 110 22.89 22.97 108 6.36 12.0 12.0 0.00 -782.4 0.0178 0.21 7.9 108 109 34.54 34. 33 109 2.16 211.8 248.7 2.42 -79.5 0.0499 12.41 7.0 109 110 34. 33 22.97 Fit= 36.9 2T 2E 110 4.26 12.0 12.0 -2.42 80.1 0.0018 0.02 1.8 110 111 22.97 21.94 111 2.16 211.8 248.7 0.00 80.1 0.0507 12.60 7.0 111 108 21.94 34.54 Fit= 35.9 2T 2E 112 2.15 72.5 97.1 3.57 -�2.4 0.0156 1.52 3 .7 95 97 24.77 24.80 Fit= 24.6 1T 2E FREDDY2D 10/24/90 3:49pm Sheet �4 oi Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over North Entry Federal Kay, WA Pipe Flow Dia Fitting Lenqth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 223 .5 PT 34.54 108 Grid Jct 862.5=146.75(34.54) " .5 F 104.4 PE 2.56 (EL= 5.92 ft) 113 862.5 6.36 lE lEE T 327.9 0.02128 PF 6.98 8.72 1CV 1T PT 44.08 131 Top of Riser Riser C = 120 A 11.8 PT 44.08 131 Top of Riser F 41.5 PE 5.12 (EL= 11.83 ft) 131 862.5 6.36 1T 1GV T 53.3 0.02128 PF 1.13 8.72 A 6.5 PT 50.34 132 F 0.0 PE 1.95 (EL= 4.50 ft) 132 862.5 6.36 T 6.5 0.02128 PF 0.14 8.72 PT 52.43 133 B.O.R. Under ground C = 140 A 319.0 PT 52.43 133 B.O.R. 100.0 gpm = Hose F 106.0 PE 0.00 133 962.5 7.98 lUT3 4UE T 425.0 0.00648 PF 10.05 6.17 1B08 = 7.30# lUTl 1B08 A 530.0 PT 62.48 134 F 24.0 PE 0.00 134 962.5 7.98 lUTl T 554.0 0.00648 PF 3.59 6.17 A 1060.0 PT 66.07 135 400.0 gpm = Hose F 106.1 PE 0.00 135 1362.5 7.98 2UEE 2GV T 1166.1 0.01232 PF 14.36 8.74 lUTl 2UT3 PT 80.43 136 Supply Jct Available flow at 80.43 psi is 1905.2 gpm which is 542.7 gpm from curve. Supply pressure available with 1362.5 gpm flowing is 81.62 psi, thus system requirement is 1.19 psi below supply curve. (1.5�} Y r a �-,eet � of C�^innel l Fire P�otect ion S�ste�r�s - Renton $75 S4� �`th Str�et , R�ntan, 4,�4 9��055 Date 11/19/90 PROJECT IhFOFd'IATION Jok� Fred MeYer - U�+'i Air Sales / CariopY Ove+, Fbme Ai'id Gar"der'i Entry J Federal W�Y, WA `� � r, ,�;�,. Densitv- - - - - - - - - - - - - 0.20 �rn/�.rt. ���',.��������.isy^EG��;� . ,'..<- ���., 6�;-:. �-�, � Area at" c�ration ����0 sciu��� feet :;�; s - - _ _ _ _ _ _ �� �� . f t ��' �%� i 9� . " � y,s,.,i+ .•� % N�rr�..�r of S�r-�ir�ler= Caiculated: 38 heads + 9j'•. ,q�65� ���• j� �/' ''•.. GfSTE�.•''��S Ai_athority havirx_-+ Jurisdiction_ _ Factory P'fut�.,r 1 `'���e�`��J��E�� Ho;� 17�.0 �rn I ns i de Ho�. 4�.u ar�rn C�at s i de I-i��� gy�tem tyt�_ _ Dry Wc�ter _v.�pF'�ly _ �.��.CO psi 5t`atic, 7G.00 �s1 Fiesic�_��1 @ G.��76.0 �xri Stx,ir-i<lers 1i�" Grinr�il F95G St�rklr CALCL�ATZON SL�RY C�rn� 51.33 ps i@ 827.O gqm @ B.O.R. � Y 78.69 psi @ 1327.0 gpm C� S�ply �1.c� psi available @ 1327.0 9pm Dernarxi is below ct.r�ve by 2.99 psi NotFs: FREDDY3D 10/24/90 3:34pm Sheet Z of 1 Pressure CPSI ) Nm m � m m O m m � O � .. ..... . . : . ..... ... : .... .... . : . . ..... .. : ...... .... : ... . ..... : .. .... . .. : .... . .... : ...... � ... .... . . : . ..... ... : ........ . : ....... .. . .......... .... ..... . , .. : .... . .... ; ....... m • • • : . : : � .. . . ... . . : . .. .. . ... : ... . .... . : . . .... . .. : . .... . .... : ... . . ... . : . . .... . .. : .... . .... � . . .... . . � � � ; . . . m ' � ... . .. .. . ' . . .... .. ' ... .. . .... . ... . .... . � . . .... . .. ' .... . .... .. ..... . . � .. . .... . . . . .... . ... . : � . . . � . . . . . . � U�1 � � ... ..... . � . .. .. . .. � . .... . .... � .... .... . � . . .... ... � .... . ... .. ..... . . m � . . ..... . . . .... . ... : : : : : : : 'S � ; : : : ' : : : C . . . . . - - ' � . . . . . . . r. w ; : ; : : : : : r t9 .... .... ' . . .... ... . .... . .... ... . .... . . � . . . ... . .. . .... . . . . .. . . ... . . A+ � .. . .... . . : . .. .. . ..• : . . , : . • r r : : � � ' : : , � O • . . . _ £ � . . . . . . ��ll . .. ...... ... � ... ...... � � � � � . � �+ � � .. . ..... .. � .......... ... . .... . . ..... ... ... ... .... .... . . � C� � .. ..... , : : : : : : . 3 � � . ; : : : : : ro � ; ; : : : � � � : : : : : ' � : Z �� � � � � . .... . .... � ... . .... . ._... .... . ..._. . .... . .... ..... . . Od ... . .... . . .... .... . .... ..... . .... . ..... ... • � .. . .... . . . : : : : : : : N � . . . . • : : : �4 , : : : . . . . � � . . � : : : � : : : : � ; : : : : ; : v � : = � � • : : t!1 � . . ... � ........ . � . . .... ... � . ......... � ... ...... . . .... . .. ........ ........ . � .. ...... . ' . ... : : : : : � @ • � : : : : : : m � Static = 83.00 psi, Residual = 70.00 psi at a flow of 4576.0 gpm. Demand at F&S = 51.83 psi with 827.0 qpm flowing. System demand = 78.6 si with 1327.0 gpm flowing. Pressure available = .68 psi when 1327.0 gpm is flo g. D��rand 7.� b21ow rur�r� by 2.AA p��. . (3 .'1�) • Sheet � ot Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow B08 Backflow: Febco Model 806YD DPV Dry pipe valve GV Gate valv2 UE Underground ASCA ninety degree elbow UEE Underground ASCA forty five degree elbow UT1 Underqround ASCA tee: flow in run, flow out bullhead only UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description BL Branch Line RN Ris2r Nipple CM Cross Main PT Total pressur2 PE Pr�ssur2 loss due to �levation changes PF Pressure loss due to friction ' .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length ! FRcr� ��ty�R INc. ! F c f�R�l w�`Y, w�. �d' ' . _—_`�'eN:�n_s�l.c51—�+�'r o�.t�H�r1�_r, ���- _...�. � � i r. . . _ .... _. . _.. .. . . _-- ---_ .___.....____ ._.__ . _. � f`�L.''i (31.. ''J PJI,.'h �.'�7 � — I O � .�l � I 'Il iG C2, , �„ 29 4„ � � %25 . __ 24_ �2-� �'J �J-- `✓ -- � � _�__ __ . eO O--t7 (s r��. t i z� �J �L.4 I 7 I�.J Y-- rx. 1 .2�Ig '� (3l•4 V . , _ . ___ —. _. —_ --__ _.. ,� �y� i3 i2� �i� Io �:J �', O (Sl.'2 ri1 P�L.Z f�.2 ° FREDDY3D 10/24/90 3:31pm " Sheet 5 0! Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic F1oW Calculations Fred Meyer - Canopy and Area Over East Entry Federal Nay, WA Pipe Flow Dia Fitting Lenqth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 10.0 PT 8.28 1 End head 16.0=5.56(8.28) " .5 F 0.0 PE 0.00 1 16.0 1.05 T 10.0 0.08611 PF 0.86 5.94 A 10.0 PT 9.14 2 16.8=5.56(9.14) ' .5 F 0.0 PE 0.00 2 32.8 1.05 T 10.0 0.32514 PF 3.25 12.18 A 4.3 PT 12.39 3 19.6=5.56(12.39? ' .5 F 5.0 PE 0.00 3 52.4 1.05 1T T 9.3 0.77261 PF 7.19 19.45 PT 19.58 20 Riser Nipple Jct K-factor for branchline no. 1 = 52.4/ t19.58) � .5 = 11.84 at Hyd Ref Pts 20 15 Ris�r Nipple (Top of RN = Branchlin2 1) C = 120 A 3.1 PT 19.58 15 BL1 52.4=11.84(19.58) ' .5 F 6.0 PE 1.34 (EL= 3.10 ft) 15 52.4 1.38 1T T 9.1 0.20333 PF 1.85 11.24 PT 22.77 21 Bot of R.nip K-factor for riser nipple = 52.4/ (22.77� " .5 = 10.98 Branchline Ido. 2 (Beginning pressure incr2ased due to Hyd Rzf Pt 5) C = 120 A 8.0 PT 12.56 4 End h�ad 19.7=5.56 (12.56) ' .5 F 0.0 PE 0.00 4 19.7 1.61 T 8.0 0.01572 PF 0.13 3.11 A 7.5 PT 12.69 5 19.8=5.56(12.69) � .5 F 0.0 PE 0.00 5 39.5 1.61 T 7.5 0.45693 PF 0.43 6.23 A 9.0 PT 13.11 6 20.1=5.56(13.11) ' .5 F 0.0 PE 0.00 6 59.7 1.61 T 9.0 0.12196 PF 1.10 9.40 A 9.0 PT 14.21 7 21.0=5.56(14.21) ' .5 F 0.0 PE 4.00 7 80.6 1.61 T 9.0 0.21290 PF 1.92 12.70 A 0.7 PT 16.13 8 22.3=5.56(16.13} ' .5 F 8.0 PE 0.00 8 102.9 1.61 1T T 8.7 0.33468 PF 2.91 16.22 PT 19.04 16 Riser Nipple Jct K-factor for branchline no. 2 = 102.9/ (19.04) ' .5 = 23.58 at Hyd Ref Pts 16 17 Branchline No. 3 C = 120 A 8.3 PT 10.02 9 End head 17.6=5.56(10.02) ' .5 F 5.0 PE 0.00 9 17.6 1.05 1T T 13.3 0.10272 PF 1.37 6.53 PT 11.39 lb Riser Nipple Jct K-factor for branc 'ne no. 3 = 17.6/ (11.39) ' .5 = 5 at Hyd Ref Pts 11 7 FREDDY3D 10/24/90 3:31pm Sheet G of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over East Entry Federal �ay, WA Pipe Flow Dia Fittinq Lenqth Fr Loss Press Hyd Vel Notes No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Riser Nipple (Top of RN = Branchline 2 + Branchline 3) C = 120 A 10.0 PT 19.04 16 BL2 + BL3 125.7=28.80(19.04) ' .5 F 10.0 PE 4.33 (EL= 10.00 ft? 15 125.7 2.07 1T T 20.0 0.14337 PF 2.87 12.01 PT 26.24 23 Bot of R.nip K-factor for riser nipple = 125.7/ (26.24) ' .5 = 24.54 at Hyd Ref Pts 23 26 � FREDDY3D 10/24/90 3:31pm Sheet � of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over East Entry Federal Way, WA Pipe Flow Dia Fittinq Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN = Branchline 2 + Branchline 3) C = 120 A 14.6 PT 19.04 17 BL2 + BL3 125.7=28.80(19.04) ' .5 F 12.0 PE 6.32 (EL= 14.60 ft) 17 125.7 2.47 1T T 26.6 0.06034 PF 1.60 8.42 PT 26.97 24 Bot of R.nip K-factor for riser nipple = 125.7/(26.97) " .5 = 24.21 at Hyd Ref Pts 24 25 � Branchline No. 4 C = 120 A 11.3 PT 16.38 10 End head 22.5=5.56 (16.38) � .5 F 0.0 PE 0.00 10 22.5 1.61 T 11.3 0.02009 PF 0.23 3.55 A 11.3 PT 16.b1 11 22.7=5.56(16.61) � .5 F 0.0 PE 0.00 11 45.2 1.61 T 11.3 0.07290 PF 0.82 7.12 A 11.3 PT 17.43 12 23.2=5.56 (17.43) � .5 F 0.0 PE 0.00 12 68.4 1.61 T 11.3 0.15702 PF 1.77 10.78 A 11.3 PT 19.21 13 24.4=5.56(19.21) ' .5 F 0.0 PE 0.00 13 92.� 1.61 T 11.3 0.27596 PF 3.12 14.62 A 5.0 PT 22.32 14 26.3=5.56t22.32) ' .5 F 8.0 PE O.OQ 14 119.0 1.61 1T T 13.0 0.43776 PF 5.69 18.76 PT 28.01 18 Riser Nipple Jct K-factor for branchline no. 4 = 119.0/ (28.01) � .5 = 22.48 Riser Nipple (Top of RN = Branchline 4) C = 120 A 3.0 PT 28.01 18 BL4 119.0=22.48(28.01) � .5 F 10.0 PE 1.30 (EL= 3.00 ft) 18 119.0 2.07 1T T 13.0 0.12963 PF 1.69 11.38 PT 31.00 27 Bot of R.nip K-factor for riser nipple = 119.0/(31.00) ' .5 = 21.37 at Hyd Ref Pts 27 28 � FREDDY3D 1C/24/90 3:31pm Sheet b of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over East Entry Federal Way, WA Pipe Flow Dia Fitting Lenqth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A (Beginning pressure increased due to Hyd Ref Pt 24) C = 120 A 8.0 PT 25.85 20 BL1 60.2=11.84(25.85) ' .5 F 0.0 PE 0.00 20 60.2 2.47 T 8.0 0.01547 PF 0.12 4.03 A 3.0 PT 25.97 21 Rid#15 56.0=10.98(25.97) ' .5 F' 24.0 PE -0.65 (EL= -1.50 ft) 21 116.2 2.47 2T T 27.0 0.05218 PF 1.41 7.78 A 7.3 PT 26.73 22 F 0.0 PE 0.00 22 116.2 4.03 T 7.3 A.00482 PF 0.04 2.93 A 11.0 PT 26.77 23 RN#16 127.0=24.54t26.77) ' .5 F 0.0 PE 0.00 23 243.1 4.03 T 11.0 0.01891 PF 0.21 6.13 A 8.5 PT 26.97 24 RN#17 125.7=24.21 (26.97) " .5 F 0.0 PE 0.00 29 368.9 4.03 T 8.5 0.04089 PF 0.35 9.30 A 11.0 PT 27.32 25 RN#17 126.5=24.21 (27.32) ' .5 F 0.0 PE 0.00 25 495.4 4.03 T 11.0 0.07056 PF 0.78 12.48 A 65.7 PT 28.10 26 RN#16 130.1=24.54 (28.10) " .5 F 13.6 PE -1.53 (EL= -3.54 ft) 26 625.5 4.03 2VE T 79.3 0.10861 PF 8.61 15.76 PT 35.18 29 Bulk Jct K-factor for Cross main A = 625.5J (35. 18) � .5 = 105.46 Cross main B C = 120 A 10.0 PT 31.00 27 RP1#18 119.0=21.37 (31.00) ' .5 F 0.0 PE 0.00 27 119.0 4.03 T 10.0 0.00504 PF 0.05 3.00 A 14.0 PT 31.05 28 .6*RN4 71.5=12.82 (31.05) ' .5 F 20.0 PE 0.00 28 190.5 4.03 1T T 34.0 0.01204 PF 0.41 4.80 PT 31.46 29 Bulk Jct K-factor for Cross main B = 190.5/ (31.4b) � .5 = 33.96 - FREDDY3D SO/24/90 3:32pm Sheet 9 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - Canopy and Area Over East Entry Federal Way, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 156.5 PT 35.18 29 CM A + CM B 827.0=139.43 (35.18) � .5 F 25.0 PE 0.00 29 827.0 6.07 2VE 1VEE T 181.5 0.02475 PF 4.49 9.18 PT 39.67 113 Top of Riser Riser C = 120 A 19.3 PT 39.67 113 Top of Riser F 48.0 PE 8.34 (EL= 19.25 ft) 30 827.0 6.07 1T 1GV T 67.3 0.02475 PF 1.67 9.18 1DPV A 10.5 PT 49.67 31 F 0.0 PE 1.95 (EL= 4.50 ft) 31 827.0 6.36 T 10.5 0.01969 PF 0.21 8.36 PT 51.83 32 B.O.R. Und�r ground C = 140 A 319.0 PT 51.83 32 B.O.R. 100.0 gp� = Hose F 106.0 PE 0.00 32 927.0 7.98 1UT3 4UE T 425.0 0.00604 PF 9.34 5.95 1B08 = 7.27# lUTl 1B08 A 530.0 PT 61.67 33 F 24.0 PE 0.00 33 927.0 7.98 lUTl T 554.0 0.00604 PF 3.35 5.95 A 1060.0 PT 65.01 34 400.0 gpm = Hos� F 106.1 PE 4.00 34 1327.0 7.98 2UEE 2GV T 1166.1 0.01173 PF 13.68 8.51 lUTl 2UT3 PT 73.69 35 Supply Jct Available flow at 78.69 psi is 2519.5 gpm which is 1192.5 gpm from cur�e. Supply pressure available with 1327.0 gpm flowing is 81.68 psi, thus system requirem2nt is 2.99 psi below supply curv�. (3.7�) � � . � � �' 'r'"f� Factory Mutuat Enginee�ing ������ �� E 4�h �f�e�t ���te �oo P 0 Bo.� 96077 .i°�o�;r"'r .-" `�a�a�.' Belicvue, �^JA 98009 9677 i{ECE{VED Telephcne ��06) 454-3931 �_�;" '�3f'z' ,.U�18� Tei�x 3� 9019 1 t =�innF11 Ftr� F�rntPr,tlnn 5y?tam� ,la� � 2 �99� ` i l Or_, 5-�th Avenuz East. j � ?ar•oma, Wa�hir�gton 98424-�733 �Fp� - TA�C1�lH r;e. Proposed Sprin4cler Svstems -•- FR�D MEYER j�....� (�����:� �`jj �5 ' r� , SW 21 st Avenue and ��7th Place , �}t" 9""`�`������� r ederal iNa��, Washington � ��i� � 4 ���� ,; � �� i ndex 78865 86 �I�', JAN ��- ; �lccount 2-49969 � Lrear Mr. Cr�ltes : `,�� �i�E This is to acknowiedge the receipt and review of five copies of drawings, sheet one through twelve of twelve, and five copies of the associated hydraulic calculations for the referenced location �bove. Th�s propased new retaii stnre will be fully sprinklered. It wi11 be a typical retail store The stare total square fc�otage wiil be 191 ,000 sq. ft. The sprinkler design for storage areas is based on single row rack� to 20 ft. high with opening shelving positioned along the perimeter of the storage areas antl T loor to roc�fs cut-ofis. �Jr�w�ng No. 1 shows the generai lay-out of the store, antl untlerground main details. Ali unoerqround mains, and fire department connection are done by others There will be four wet r�sers and three dry risers. Each riser wili be equipped with a butterfly valve. Each wet riser wilt nave waier flow inc�ir.ator switr,h. The dry-�ipe valves wiil be Factory Mutual-approved, six- inch Grinneil, Model 'F3021'. ��rawing No. 2 shrnvs the master flaor plan._ Drawing No. 3 shows the sectional view. Drawing No, 4 ;hows riser details. Drawing Nos. 5, 6, and_7 shows refl�ted ceiling plan and sprinklers in the c�oier area. Drawing No. 8 shows System No. 1 (wet) which will cover part of the sale floor and the food stock room. System No. 1 is hydraulically designed to provide 0.20 gpmisq. ft. over the most remote area of 2,500 sq. ft. for the sale floor and 0.33 gpm/sq. ft. over the most remote area of 3,000 sq. ft. The demand at base of riser is 510 gpm at 37.25 psi for the sale floor area, and 1 ,198 gpm at 34.57 psi for the food stock room. Drawing No. 9 shows System No. 2 (wet) which will cover part of the sale floor and the area under the mezzanine (offices, etc.). System No. 2 is hydraulically designed to provide 0.20 gpm/sq. ft. over the most remote area of 2,500 sq. ft. The demand at base of riser is 608 gpm at 43.7 psi. ; Drawing Nc,. 10 shows System PJo. 3 (wet) which will cover the Home improvement Center d� �tockraom, the Home Improvement Center bulk sale area,and part of the sale floor. This system is � hvaraul�cally des�aned to provic�0.45 gpm/sq. ft,over the most remote area ot 3,000 sq. ft. of the RECEIVED , _ / �,, � -� .;— _ , .�e,N - 8 1991 � 1 (�� �� � —� CITY OF ���ERAL WAY ° BU�LD!!VG DEPT. �,O G C T � � � � T .a O '�O Q' � (�!� � N � C t�fi � � v- � (O tp [1 Gi (O � � � 0) � Q.� .� O � � p � Q� O "' fn ai ' O 'a F- � ' "'' .p ' F- "'' Q � a�Oi v E � °> � c '- a� � '- � '- t- ci -«=� <n N g � � n j �- o �-$ � c�+ � � � a, u� '_' � � o � a� v� �' � vi o .a'• °> L �o � � a; � � �p � � � � 3 � °�' 'J � 3 '- o c- .. cv � ``- O O v- Ci � (O � � 0.7 ,.�,, Q� •--� � N � L L. � � Q Q� � � v� E �'""' � r.,� E �� E � E � c � o � � ,co o � � � _� Q � u3 0 0, o `' � � u> �n � io ni n � °� � � a io 3 a�"i �' � � c co c ' ..-. a� � � w- a� c� � o o co `n a� v� +- `n .-, co o c> � � �«- � � �o cn � � L .- co c a �n � t N � t � � �«- n�i �' � a� � o � � � � o a= � � � � � �.- � �p �E � -..�. tD L Ql ^ � ""� � L O y � C O � L (O ,.-- �G � U� �.-- .a t0 p i. � O (O Q'.-r O i cn � C j � t � }�,, � `�-- � � � �'' � L (O 'J .0 � L � -C a7 .� L � C � C L O? p .-. 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Ii.L-, ('�O � i0 � � -`� '� L C � L C .� +"� L -p -f�0 ,Q' � � O ). C � � � •-- L. � E � . °' ' � a� � o a> �o '� c -o � a� a� � � .� � � w- n> � n' E o� � � � ti '� "J E �- � � � � � cCv n � > � 3 E .� � p v� a; ^ o � "' u °> c a v� � a � > � i `- � � o',� E o � v' ,a o c.. >. .,_,, T� �p � a, co � ro 3 a��i � � U � �� �� � � r_ �� � Q � � � Q � n� ,o o L aEi � � � L o � � Q�� ro � � C QJ p� �' G� G ..-. (!� � C`�1 ':� �li L - .0 �� -� L tD �w-+ C7� � L p N � � L .� d Z7 L p) y v � .� °' � 3o G `a G ,Q� � -� Y � c� � `° �' � o •c � �,a �c E a�� c � � a�i o ni c � � . +-' > '�- � L L Q� � L \ L ai .'� � .C� � � � U E a? -•- (O � L �L � � V -� O E � o o j � v> � � v' E m � ; � r- -°�� �>- o � � ca 3 .'� � p(p� � � c� � _� °� 'v +� � ,y�i � w"' L � ^ O (V ���� rJ, L L �' � �- � 0 Q � O � dj 'C7 V � � Q. O y_ � � � � O G C- '-� > _ Q �-+ �.'1 . L �1 O O� C� � V� O N Q O � -r-� D (�O (O ^� ^ N (n 0 O � � -C ._ N •- � E c �: ^ Z o rn Z cv � �, T� - c 3 "' cn � L � .a' r=- _� � �' � � � °� -Lo �j �' � �' � '" � . � O Gl Q' � �� O�O O C�' N L I l� L � d.i � `f- �•-- t, C •— � Q � U E N � -�j C C L y"� f� — = L�-� � L C N `1 C � � V �,- a: C J � �-' N > � Gp �- � � L �n p t � L O p) cL1 -d � '}"' L a' � C'J S � �' O�.U� 3 '� � N p � N7 � G 3 L LL- J t] C� U 'O 0. U (n Q C F— (, L � C1 �r- � � � .-� a� (1, C `-� ^ � m G .D V� a� � � � �^ G . L � � -- Qi •�- �- t- � , �D � �' � R:+ L } ^ �--� ..-� .-,, r� � 4- = O • �_) C� T> Ci C_1 Cl in cCi i.r, — "- • L F— 7 ^ tV �'rl � ll'"� lL� C/7 O * Thank y0U fOr 1!11.P!'e�t. 1Cl �OSS �rP,YPntlOtl. �incerelv, i�"�`:,� �pr f tn Loss Prever�tinn �.ansultant `_�:atlle r�;;tri�t Office FRFD M FYER DE�28, 1950 78865.86 . � , � ���Lr"tJ� DD ����O���OO L V r , ,� � � ; . . . . . . , . } 4� �j�; ��A'. I � . r THAT PORTI ON OF IAT 2 OF KING COUNTY SHORT' PLAT, N0.+ ��2 7 813 2�` �RECORDED UNDER RECORDING NUMBER � 7910150912 '':.'AND'��.� �tEVISION � 'THEREOF RECORDED UNDER . RECORDING NUMBER 8210260642 �� � RECORDS . , �OF KING COUNTY, � , ' ' ' � � . , � + 'I. I ` ., .' . � ' ;. , , EXCEPT THE FOLLOWING DESCRIBED PARCEL. '._ : .,;,; ,,. , ` � .. � , . , � . � �COMMENCING AT THE MONUMENT MARKING THE NORTHEAST C4RNER OF SECTION 24 , TOWNSHIP 21 NORTH, RANGE � EAST, ,; W.M. ;�' IN KING� �COUNTY, WASHINGTON: � � � `� ; , : : , ; ; .; ; ,THENCE ALONG THE EAST LINE OF SAID ' SECTION:. SOUTH -. O1 ° 35 � �7'�� �WEST, 50 . 00 FEET; : .. ,,; r ';- ' . ; ,; � ,, ',� , . � .,THENCE PARALLEL WITH :THE NORTH .. LINE . OF � SAID ,:SECTION; ,. N0�2TH:�: :88 ' 46 ' 15" WEST, 619 . 65';��`FEET TO A�';;POINT ;. 60 FEET: EA5�,';OF .'.�'HE:: 'EAST LINE OF LOT 1, OF,: THE AFOREMENTIONED ` SHORT, "PLAT � AND :THE� ' .TRUE POINT OF BEGINNING; � , �`�: � � , � � ';� �� 'j: THENCE PARALLEL WITH' �SAID NORTH �LINE SOUTH� 88.' 46 ' 15"�; EAST;�; ' �2 8 9 . 5 6 �F'EET TO A POINT ON THE EAST : LINE OF � SAI D ;LOT: � ; ��= . THENCE ALONG SAID EAST LINE OF LOT 2 SOUTH O1° 37 ' 11".`� WEST, �432 . 87 FEET; ' '� �, , ; , ,.,,: � . ;THENCE PARALLEL WITH "-� SAID NORTH�� LINE NORTH � 88 °,45 � 15!'~+ WEST;; ` 286 . 61 FEET TO .A POINT ON A LINE 'PARALLEL AND 60 FEET ,EAST OF , ..; I , : SAID EAST LINE OF... LOT ��1: PROJECTED SDUTH;' i � - i` . THENCE ALONG SAI D;' PAR.ALLEL �,INE NORTH O 1 ° 13 � 4 5" ,EAST; 4 3 2 . 8 6 , FEET TO THE TRUE POINT:.OF BEGINNING. �. ' `: "' ' � ' - � j. . . {,i . . . . i . I ' .:. it� 1 . , � •:� . .. i.�• i _�t. ' - .�1�. � ... �� ....: �'. � I .:- .�, t :�1 � ..� . :SITUATE IN THE COUNTY OF. KING; STATE OF WASHINGTON. , I _ _ ;�' �� ; : �.,��,� . . �. . , . . _ --— ._.��. ~ —._. � . _--—� ��. ~ . .~ . Y.. , — � a ACONSTRUCTION R � ANDERSEN�o.,INC. GENERALCONTRACTORS 6712 NORTH CUTTER CIRCLE • PORTLAND,OREGON 97217 P.O.BOX 6712 • PORTLAND,OREGON 97228 503/283/6712 TRANSMITTAL NOTICE CITY OF FEDERAL WAY 01 -08-91 To: BUILDING DEPARTI7ENT DATE: 33530 Ist Way South JOB NO: w_�?g� Federal N►ay, Washin_qton 98003 �) ENCLOSED ATTENTION: K. C. ELLIS ( ) PARCEL POST ( ) REGULAR MAIL ( ) UNITED PARCEL REFERENCE: Fl"eCI 1'leyer - Federal �✓8� II ( ) FEDERAL EXPRESS ( ) SPECIAI MESSENGER BY CARRIER INDICATED,WE ARE SENDING THE FOLLOWING: �) OTHER Al')A1J7 IyC�t� NO.OF DESCRIPTION COPIES 1 set Submittal No. 39 - Fire Sprinkler System P1ans - Shop Drwg. 's: 1 thru 12. Marked: "FACTORY MUTUAL APPROVED" 1 set Submittal No. 39 - Fire Sprinkler System C1acs. - i 1'larked: "FACTORY 1'IUTUAL APPROVED" RECEiVED .t�►N - 8 19�91 CITY�� �EUERAL WAY BUIGDiNG DEPT. For your review and approval on the above ret'erenced REMARKS: pj'OJBCt. t cc: ANDERSEN CONSTRUCTION CO., INC. Job k F.i1e fxmtl an1 y) KIRFY L. HESS � .., � r - —,. .3 �.�-'� t�..'' .s_ .. �"� ' L.. �'�R i. � �� �� � ,�`''�•` �i �..� ; .- ' �r... � � . . �. �� � � - � - ' �� ' .. . . . . . .� 4 y - �• . Y � � . . � y�...... . ' .. ' . . � . . . • M � �t . ' � . _ .. } . . . �. _ . _ . 4 � f . _ . . a} ` � . . � , . �-� n .. �. • -•, . � : ` �<�� ' . � ,- . . _ . - . , ." . � � . �yi . . . . u. � ' . �,� . J - � . . . ri . ' . .' .. . .'� � . . . .�. t►: ... , ._ ' , t"{ ',! .i�' _ ':_�-... ' _ .: ' � - 4 , . � :T"! t ,� _ . _ . . Z' _ •-�. - . � . . ��` .� - �... . la�. �" . f•'.� � . - . . ; . • . -,.. � . r,. .... .� . . .,. -.;� . . i . .i . . .. . . . . _ . ! . _ � � � •y �,' �"„ . � . . . ,. � � � ' _ _ we . . -. �r . t ,�� . .. � _ ' i1' . ,I - . . • � . I .. N l . . 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GENERALCONTRACTORS 6712 NORTH CUTTER CIRCLE • PORTLAND,OREGON 97217 P.O.BOX 6712 • PORTLAND,OREGON 97228 4 503/283/6712 TRANSMITTAL NOTICE TO: DATE:2_Z�-9� CITY OF FEDERAL WAY 33350 1st Way South �oervo: w-298 Federal Way, Washington 98003 (X) ENCLOSED ATTENTION: ( ) PARCEL POST JOANNE JOHNSON ( 1 REGULAR MAIL ( ) UNITED PARCEL e REFERENCE: ( ) FEDERALEXPRESS Fred Meyer - Federal Way II ( ) SPECIAL MESSENGER BY CARRIER INDICATED,WE ARE SENDING THE FOLLOWING: (X) OTHER NO.Of DESCRIPTION COPIES 1 ea. CONTRACTORS REGISTRATION REMARKS: cc Job ANDERSEN CONSTRUCTION CO., INC. File (xmtl) KIRBY L. HESS �, ;, � _ ,_ ` ,_ ' ,. _ >. ri..� �� , ��. , W � ; � �. . , . . ; -: < ,�: ,. :� .. � � � �<. a : � u _ , , : � . H. ,.. : � . _ . ._ , . ,: _ :� �-�� �, -� - � - . . , � _ ,, � _ _ � �. . , . � _, , �� �:. , . �, �.� �.. � � � � � �n � � � � , , . s, _ _ .,_.. ., ; , -:� ...: ., �. . � :� ; - ._ n.. 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' ' ' . �f' . - . r . � Sheet i of Grinnell Fire Protection Systems - Renton 875 SW 7th Street � Renton , WA 98�55 Date 10/24/90 PROJECT INFORKATION Job Fred Iieyer - System # 1 Federal i1ay, iiA G'��C�cr��� DensitY- - - - - - - - - - - - - 0.20 gpm/sq.ft. v:.� '••; w=w Area of Operation_ _ _ _ _ _ _ _ 2500 square feet ��' `" � � ;r �:cc, � �.: � � �. d=. :w i o�• ,,�,. _�:'�s �r.�-St.'-'�Vi Number of Sprinklers Calculated: 21 h�ads t ��•.,, ;.L�_,:..-� �„ � �� ��'�ti4FESS�4 � Authority having Jurisdiction_ _ Factory Mutual �`�.,, Hose _ _ _ _ _ 100.0 gpm Inside Hose, 400.0 gpm Outsid� Rose System type_ _ Wet Nater Supply _ 85.00 psi Static, 70.00 psi Residual � 4857.0 gpm Sprinklers _ _ 1/2" Grinnell F950 Sprklr CALCULATION SU�IIiARY Demand_ _ 37.25 psi � 510.3 gpm � B.O.R. 55.25 psi � 1010.3 gpm @ Supply 84.18 psi available � 1010.3 gpm Demand is below curve by 28.93 psi for Remote Area 1 Notes: � � ' ��z-- � S i FREDDYlA 10/24/90 3:07pm Sheet Z of ' 1 Pressure (PSI ) r.. tV W A LJI 01 �1 m �0 �N �... .... . . @ .... ... � ........ � ..... �..........�... ...... �. , .... ... �.... . .... �... . .. � • ... 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L � � . . . . • � f'� � � .. . ...... : . .... . ... : ... ..... . : .. . ..... .. : ..... . .... : ... . .... ..:.. . .... ... : .... . . : .. ...... . C '�d � � � : ' � ' � � � 3 : ; : . : � : : � ; : : � ; : � : : : : ; : ; : : Z ; . . : . . : : �► � � � ' ' ' ' � � ' � �. .... . ....: .... . .... ..... . .... . ...:. . .... . .... .:... . . .... . ._. . . .... . ..... ... .... . _... . .... . . 00 � .. . . ... . ... . . ; : : : , ; UI � � : : : . : ; : uR � � ' : : ; : : � : : � � - ' ' � : : . : . : : : v ,p : : : : ; ; : : tll ' . . ... ' .... ..... ' .. .... . .. ' . .... . ... . ... . .... . . . .... . .. .. . .... .. . ..... . @ .. . .... . . . . . .. . . ' . . : ; � � � � � � : : : � m Static = 85.00 psi, Residual = 70.00 psi at a floW of 4857.4 gpm. Demand at F&S = 37.25 psi with 510.3 gpm flowing. System demand = 55.; si with 1010.3 gpm flowing. Pressure available = .18 psi when 1010.3 gpm is flo g. Dr mar.d i� bel�!.T c,�r-�e by 28.93 psi . (34.4�! ~ Sheet � of , Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow B08 Backflow: Febco Model 806YD GV Gate valve UE Underground ASCA ninety degree elbow UEE Underground ASCA forty five degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only UT3 Underqround ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm-over PT Total pressure PE Pressure loss due to elevation chang�s PF Pr2ssure loss due to friction ' .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length o � �5 c 43 � � o � � c� ��, ��� � ,o ,. „� „R z : � ��: _ . _ _--—. _ . . _ T_ ._ . — — - - -+.__ ___. _ -----�� --- _ _.. � \ — �-------- __- � � � \ � // �� O � �C'J � � �C) C� �� _ �, � , : �_ 9z r ' � � 68 lG � I3 iol ,/ � � 1'1 SrJ 'c``1�4� � I w � � lo �g '^.% � � � � „ � �J U �� U � �� � � O �$ o " O O O 7 < � � 3 . O � 0 � ,; , O 21 � � 3 * 0 zz � � � � � O 2z. '�7 � � � i o 2.� � � � � �� � � � ti. �' i2 � � - - _U- '3 0 41 v � v :w.� :j ,% ��=.� � ��} ��� „� �, �� �� �z� �� �z . + FREDDYlA 10/24/90 3:04pm Sheet S of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 1 Federal Way, WA Remote Area Summary BL Split Split Demand ! BOR Demand � Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 9 18.70 37.25 510.3 55.25 1010.3 Split Pressure= 18.70 2 23 18.70 Grid Loss = 10.10 3 37 19.40 Avail � Supply= 84.18 Below Curve = 28.93 * 2 1 8 18.71 37.16 510.8 55.17 1010.8 Split Pressure= 18.71 2 22 18.71 Grid Loss = 10.00 3 36 19.52 Avail � Supply= 84.18 Below Curve = 29.01 * 3 1 7 18.71 37.00 511.4 55.03 1011.4 Split Pressure= 18.71 2 21 18.72 Grid Loss = 9.84 3 36 19.54 Avail � Supply= 84.18 Below Curve = 29.15 * 4 1 6 18.74 36.80 512.4 54.85 1012.4 Split Pressure= 18.74 2 20 18.74 Grid Loss = 9.61 3 35 19.67 Avail � Supply= 84.18 Below Curve = 29.33 * Most demanding Remate Area is area number 1 + FREDDYlA 10/24/90 3:13pm Sheet G of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System M 1 Federal Way, WA Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipz Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) tFt) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 1 6.36 12.0 12.0 0.00 -83.6 O.Q003 �.00 0.8 16 ? 28.06 28.05 2 2.16 61.6 84.1 -5.55 -83.6 0.0548 4.39 7.3 2 3 28.05 21.26 Fit= 18.5 1T lE 3 2.16 10.0 10.0 -0.17 -83.6 0.0548 0.55 7.3 3 4 21.26 20.64 4 2.16 10.0 10.0 -0.20 -83.6 0.0548 0.55 7.3 4 5 20.69 20.00 5 2.16 10.0 10.0 -0.20 -83.6 0.0548 0.55 7.3 5 6 20.00 19.37 6 2.16 10.0 10.0 -0.20 -59.1 0.0289 0.29 5.2 b 7 19.37 18.99 7 2.16 10.0 10.0 -0.20 -34.9 0.0109 0.11 3 .1 7 8 18.99 18.80 8 2.16 10.0 10.0 -0.20 -10.8 0.0012 0.01 0.9 8 9 18.80 18.70 9 2.16 10.0 10.0 -0.20 13.2 0.0018 0.02 1.2 9 1Q 18.70 18.63 10 2.16 10.0 10.0 -0.20 37.2 0.0123 0.12 3.3 10 11 18.63 18.67 11 2.16 10.0 10.0 -0.20 61.3 0.0308 0.31 5.4 11 2? 18.67 18.89 12 2.16 66.7 85.2 3.48 85.4 0.0570 4.86 � .5 12 13 18.89 25.25 Fit= 18.5 1T lE 13 4.26 12.0 12.0 0.00 85.4 0.a021 0.02 1.9 13 27 25.25 25.28 14 6.36 4.0 4.0 0.00 -213.1 0.0016 0.01 2.2 29 15 28.07 28.07 15 6.36 8.0 8.0 0.00 -167.2 0.0010 0.01 1.7 15 16 28.07 28.05 16 2.16 61.4 79.9 -5.55 -83.6 0.0548 4.38 7.3 16 17 28.06 21.28 Fit= 18.5 1T lE 17 2.16 10.0 10.0 -0.20 -83.6 0.0548 0.55 7.3 17 18 21.28 20.64 18 2.16 10.0 10.0 -0.20 -83.6 0.0548 0.55 7.3 18 19 20.64 20.01 19 2.16 10.0 10.0 -0.20 -83.6 0.0548 0.55 7.3 19 20 20.01 19.37 20 2.16 10.0 10.0 -0.20 -59.1 0.0289 d.29 5.2 20 21 19.37 19.00 21 2.16 10.0 10.0 -0.20 -34.9 0.0109 0.11 3.1 21 22 19.00 18.80 22 2.16 10.0 10.0 -0.20 -10.8 0.0012 0.01 0.9 22 23 18.80 18.70 23 2.16 10.0 10.0 -0.20 13.3 0.0018 0.02 1.2 23 24 18.70 18.64 24 2.16 10.0 10.0 -0.20 37.3 0.0123 0.12 3.3 24 25 18.64 18.67 � FREDDYlA 10/24/90 3:13pm Sheet � of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way, WA Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel rlodes � Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 25 2.16 10.0 10.0 -0.20 61.3 0.0309 0.31 5.4 25 26 18.67 18.90 26 2.16 66.7 85.2 3.51 85.5 0.0571 4.86 7.5 26 27 18.90 25.28 Fit= 18.5 1T lE 27 4.26 12.0 12.0 0.00 170.9 0.0075 0.09 3.8 27 4� 25.28 25.37 28 6.36 10.0 10.0 0.00 -258.5 0.0023 0.02 2.6 43 29 28.09 28.07 29 2.16 45.1 63.6 -5.17 -45.4 0.0177 1.13 4.0 29 30 28.07 24.71 Fit= 18.5 1T lE 34 2.16 15.5 34.0 -0.20 -91 . 3 0.0646 2.19 8.0 30 31 24.71 22.43 Fit= 18.5 1T lE 31 2.16 10.0 10.0 -0.20 -91.3 0.0646 0.65 8.0 31 32 22.43 21.70 32 2.16 10.0 10.0 -0.20 -91.3 0.0646 0.65 8.0 32 33 21.70 20.96 33 2.16 10.0 10.0 -0.20 -91.3 0.0646 0.65 8.0 33 34 20.96 20.23 34 2.16 10.0 10.0 -0.20 -66.3 0.0357 0.36 5.8 34 35 20.23 19.�9 35 2.16 10.0 10.0 -0.20 -41.6 0.0151 0.15 3.7 35 ?5 19.79 19.55 36 2.16 10.0 10.0 -0.27 -17.0 0.0029 0.03 1.5 36 3� 19.55 19.40 37 2.16 10.0 10.0 -0.20 7.5 0.0006 0.01 0.7 37 38 19.40 19. 32 38 2.16 10.0 10.0 -0.20 31.9 0.0092 0.09 2.8 38 39 19.32 19.33 39 2.16 10.0 10.0 -0.20 56.3 0.0264 0.26 4.9 39 40 19.33 19.51 40 2.16 66.7 85.2 3.40 80.9 0.0515 4.39 7.1 40 41 19.51 25.37 Fit= 18.5 1T lE 41 4.26 12.0 12.0 0.00 251.8 0.0153 0.18 5.7 41 94 25.37 25.55 42 6.36 14.0 14.0 0.00 -276.8 0.0026 0.04 2.8 46 43 28.13 28.09 43 2.16 218.5 267.7 -3.84 -18.3 0.0033 0.88 1.6 43 44 28.09 25.55 Fit= 49.2 2T 4E 44 4.26 12.0 12.0 0.00 233.5 0.0133 0.16 5.3 44 47 25.55 25.71 45 6.36 12.0 12.0 0.00 -294.2 0.0029 0.03 3.0 49 46 23.17 28.13 46 2.16 216.0 252.9 -3.84 -17.4 0.0030 0.76 1.5 46 47 28.13 25.71 Fit= 36.9 2T 2E 47 4.26 12.0 12.0 0.00 216.1 0.0115 0.14 4.9 47 50 25.71 25.85 48 6.36 12.0 12.0 0.00 -310.2 0.0032 0.04 3.1 52 49 28.2Q 28.17 FREDDYI� 10/24/90 3:13pm Sheet i, of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 1 Federal Way, WA Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Lett Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi1Ft) (Psi) (Fps) Beq End (Psi) (Psi) 49 2.16 216.2 253.1 -3.84 -16.0 0.0026 0.65 1.4 49 50 28.17 25.85 Fit= 36.9 2T 2E 50 4.26 12.0 12.0 0.00 200.1 0.0100 0.12 4.5 50 56 25.85 25.97 51 6.36 12.0 12.0 0.00 -325.1 0.0035 0.04 3.3 58 52 28.25 28.20 52 2.16 23.5 42.0 -4.67 -14.9 0.0023 0.09 1.3 52 53 28.20 26.09 Fit= 18.5 1T lE 53 2.16 8.0 8.0 -0.17 -14.9 0.0023 0.02 1.3 53 54 26.09 26.00 54 2.16 8.0 8.0 -0.16 -14.9 0.0023 0.02 1.3 54 55 26.00 25.91 55 2.16 176.5 195.0 1.16 -14.9 0.0023 0.44 1.3 55 56 25.91 25.97 Fit= 18.5 1T lE 56 4. 26 12.0 12.0 0.00 185.2 0.0087 0.10 4.2 56 64 25.97 26.07 57 6.36 12.0 12.0 0.00 -339.2 0.0038 0.05 3.4 6b 58 28.29 28.25 58 2.1b 7.5 26.0 -4.50 -14.0 0.0020 0.05 1.2 58 59 28.25 26.25 Fit= 18.5 1T lE 59 2.1b 8.0 8.0 -0.17 -14.0 0.0020 0.02 1. 2 59 60 26.25 26.16 60 2.16 8.0 8.0 -0.17 -14.0 0.0020 0.02 1.2 60 61 26.16 26.07 61 2.16 8.0 8.0 -0.16 -14.0 0.0020 0.02 1.2 61 62 26.07 25.98 62 2.16 8.0 8.0 -0.17 -14.0 0.0020 0.02 1.2 62 63 25.98 25.89 63 2.16 176.5 195.0 1.33 -14.0 0.0020 0.39 1.2 63 64 25.89 26.07 Fit= 18.5 1T 1E 64 4.26 12.0 12.0 0.00 171.1 0.0075 0.09 3.9 64 72 26.07 26.16 65 6.36 12.0 12.0 0.00 -352.5 0.0041 0.05 3.6 74 66 28.34 28.29 66 2.16 7.3 25.8 -4.50 -13.3 0.0018 0.05 1.2 66 67 28.29 26.30 Fit= 18.5 1T lE 67 2.16 8.0 8.0 -0.17 -13.3 0.0018 0.01 1.2 67 68 26.30 26.21 68 2.16 8.0 8.0 -0.17 -13.3 0.0018 0.01 1.2 68 69 26.21 26.12 69 2.16 8.0 8.0 -0.16 -13.3 0.0018 0.01 1.2 69 70 26.12 26.04 70 2.16 8.0 8.0 -0.17 -13.3 0.0018 0.01 1.2 70 71 26.04 25.95 71 2.16 176.5 195.0 1.33 -13.3 0.0018 0.36 1.2 71 72 25.95 26.16 Fit= 18.5 1T 1E 72 4.26 12.0 12.0 Q.00 157.8 0.0065 0.08 3.6 72 80 26.16 26.24 ' FREDDYlA 10/24/90 3:13pm Sheet 9 of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way, �A Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg � End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi} (Fps) Beg End (Psi) (Psi) 73 6.36 12.0 12.0 0.00 -365.5 0.0043 0.05 3.7 82 74 28.39 28.34 74 2.16 6.9 25.4 -3.92 -12.9 0.0017 0.04 1.1 74 75 28.34 26.60 Fit= 18.5 1T lE 75 2.16 8.0 8.0 -0.17 -12.9 0.0017 0.01 1.1 75 76 26.60 26.51 76 2.16 8.0 8.0 -0.16 -12.9 0.0017 0.01 1.1 76 77 26.51 26.43 77 2.16 8.0 8.0 -0.17 -12.9 0.0017 0.01 1.1 77 78 26.43 26.34 78 2.16 8.0 8.0 -0.17 -12.9 0.0017 0.01 1 .1 78 79 26.34 26.25 79 2.16 176.5 195.0 0.75 -12.9 0.0017 0.34 1.1 �9 80 26.25 26.24 Fit= 18.5 1T lE 80 4.26 12.0 12.0 0.00 144.8 0.0055 0.07 3.3 80 89 26.24 26.31 81 6.36 12.0 12.0 0.00 -378.2 0.0046 0.06 3.8 91 82 28.45 28.39 82 2.16 6.5 25.0 -3.50 -12.7 0.0017 0.0� 1.1 82 83 28.39 26.84 Fit= 18.5 1T lE 83 2.16 8.0 8.0 -0.17 -12.7 0.0017 0.01 1.1 83 34 26.84 26.75 84 2.16 8.0 8.0 -0.17 -12.7 0.0017 0.01 1.1 84 85 26.75 26.66 85 2.16 8.0 8.Q -0.16 -12.7 0.0017 0.01 1.1 85 86 26.66 26.58 86 2.16 8.0 8.0 -0.17 -12.7 Q.0017 0.01 1.1 86 87 26.58 26.49 87 2.16 8.0 8.0 -0.17 -12.7 0.0017 0.01 1.1 87 88 26.49 26.40 88 2.16 168.5 187.0 0.50 -12.7 0.0017 0.31 1.1 88 89 26.40 26.31 Fit= 18.5 1T lE 89 4.26 12.0 12.0 0.00 132.1 0.0046 0.06 3.0 89 97 26.31 26.36 90 6.36 12.0 12.0 0.00 -390.9 0.0049 0.06 4.0 99 91 28.51 28.45 91 2.16 6.0 24.5 -3.04 -12.7 0.0017 0.04 1.1 91 92 28.45 27.09 Fit= 18.5 1T lE 92 2.15 8.0 8.0 -0.17 -12.7 0.0017 0.01 1.1 92 93 27.09 27.00 93 2.16 8.0 8.0 -0.1� -12.7 0.0017 0.01 1.1 93 94 2�.00 26.92 94 2.16 8.0 8.0 -0.17 -12.7 0.0017 0.01 1.1 94 95 26.92 26.83 95 2.16 8.0 8.0 -0.17 -12.7 0.0017 0.01 1.1 95 96 26.83 26.74 96 2.16 176.5 195.0 -0.12 -12.7 0.0017 0.33 1.1 96 97 26.74 26.36 Fit= 18.5 1T lE FREDDYlA 10/24/90 3:14pm Sheet �� o! Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 1 Federal Way, WA Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes Q Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 97 4.26 12.0 12.0 0.00 119.4 0.0039 0.05 2.7 97 105 26.36 26.41 98 6.36 12.0 12.0 0.00 -403.8 0.0052 0.06 4.1 107 99 28.57 28.51 99 2.16 5.9 24.4 -2.96 -12.9 0.0017 0.04 1.1 99 100 28.51 27.18 Fit= 18.5 1T lE 100 2.16 8.0 8.0 -0.17 -12.9 0.0017 0.01 1.1 100 101 27.18 27.10 101 2.16 8.0 8.0 -0.17 -12.9 O.Q017 0.01 1.1 i01 102 27.10 27.01 102 2.16 8.0 8.0 -0.17 -12.9 0.0017 0.01 1.1 i02 103 27.01 26.92 103 2.16 8.0 8.0 -0.17 -12.9 0.0017 0.01 1.1 103 104 26.92 26.83 104 2.16 176.5 195.0 -0.20 -12.9 0.0017 0.34 1.1 104 105 26.83 26.41 Fit= 18.5 1T lE 105 4.26 12.0 12.0 0.00 106.5 0.0031 0.04 2.4 105 111 26.41 26.45 106 6.36 4.5 42.2 0.00 -417.1 0.0056 0.23 4.2 106 107 28.80 28.57 Fit= 37.7 1T 107 2.16 5.9 24.4 -4.67 -13.3 0.0018 0.04 1.2 :�7 108 28.57 26.50 Fit= 18.5 1T lE 108 2.16 8.0 8.0 -0.17 -13.3 0.0018 0.01 1.2 108 109 26.50 26.42 109 2.16 8.0 8.0 -0.16 -13.3 0.0018 0.01 1.2 109 110 26.42 26.33 110 2.16 192.5 211.0 1.16 -13.3 0.0018 0.39 1.2 110 111 26.33 26.45 Fit= 18.5 1T lE 111 4.26 12.0 12.0 0.00 93.2 0.0024 0.03 2.1 111 112 26.45 26.48 112 2.16 216.0 252.9 3.84 16.0 0.0026 0.65 1.4 112 113 26.48 28.79 Fit= 36.9 2T 2E 113 6.36 7.5 45.2 0.00 93.2 0.0003 0.02 0.9 113 106 28.79 28.80 Fit= 37.7 1T 114 4.26 12.0 12.0 0.00 77.2 0.0017 0.02 1.7 112 115 26.48 26.50 115 2.16 216.0 252.9 3.84 15.7 0.0025 0.63 1.4 115 116 26.50 28.79 Fit= 36.9 2T 2E 116 6.36 7.5 �.5 0.00 77.2 0.0002 0.00 0.8 116 113 28.79 28.79 117 4.26 12.0 12.0 0.00 61.5 0.0011 O.Ql 1.4 li5 118 26.50 26.51 118 2.16 216.0 252.9 3.84 15.5 0.0024 0.61 1.4 1?8 119 26.51 28.79 Fit= 36.9 2T 2E 119 6.36 7.5 7.5 0.00 61.5 0.0002 0.00 0.6 119 116 28.79 28.79 120 4.26 12.0 12.0 0.00 46.0 0.0007 0.01 1.0 118 121 26.51 26.52 � FREDDYlA 10/24/90 3:15pm Sheet �� of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System # 1 Federal Way, �A Grid Pipe Detail Remote Area �1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes � Beg @ End No. (inch) (Ft) (Ft) (Ft) {Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 121 2.16 216.0 252.9 3.84 15.4 0.0024 0.60 1.3 121 122 26.52 28.79 Fit= 36.9 2T 2E 122 6.36 7.5 7.5 0.00 46.0 0.0001 0.00 0.5 122 119 28.79 28.79 123 4.26 12.0 12.0 0.00 30.6 0.0003 0.00 0.7 121 124 26.52 26.52 124 2.16 216.0 252.9 3.84 15.3 0.0024 0.60 1.3 124 125 26.52 28.78 Fit= 36.9 2T 2E 125 6.36 7.5 7.5 0.00 30.6 0.0000 0.00 0.3 125 122 28.78 28.79 126 4.26 12.0 12.0 0.00 15. 3 0.0001 0.00 0.3 124 127 26.52 26.52 127 2.16 216.0 252.9 3.84 15.3 0.0024 0.60 1.3 127 128 26.52 28.78 Fit= 36.9 2T 2E 128 6.36 7.5 7.5 0.00 15.3 O.Q000 0.00 0.2 128 125 28.78 28.78 129 2.16 49.5 61.8 -5.17 -45.9 0.0181 1.12 4.0 15 30 28.07 24.71 Fit= 12.3 1T - FREDDYlA 10/24/90 3:15pm Sheet 1'L of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Fred Meyer - System � 1 Federal Way, WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 A 13.8 PT 28.80 106 Grid Jct F 41.5 PE 5.99 (EL= 13.83 ft) 131 510.3 6.36 1T 1GV T 55.3 0.00806 PF 0.45 5.16 A 8.5 PT 35.24 132 F 0.0 PE 1.95 (EL= 4.50 ft) 132 510.3 6.36 T 8.5 0.00806 PF 0.07 5.16 PT 37.25 133 B.O.R. Under ground C = 140 A 319.0 PT 37.26 133 B.O.R. 100.0 gpm = Hose F 106.0 PE 0.00 133 610.3 7.98 lUT3 4UE T 425.0 0.00279 PF 8.19 3.91 1B08 = 7.01# lUTl 1B08 A 530.0 PT 45.45 134 F 24.0 PE 0.00 134 610.3 7.98 lUTl T 554.0 0.00279 PF 1.54 3.91 A 1060.0 PT 46.99 135 400.0 gpm = Hose F 106.1 PE 0.00 135 1010.3 7.98 2UEE 2GV T 1166.1 0.00708 PF 8.26 6.48 lUTl 2UT3 PT 55.25 136 Supply Jct Available flow at 55.25 psi is 7032.7 gpm which is 6022.4 gpm fror cur�e. Supply pressure available with 1010.3 gpm flowing is 84.18 psi, thus system requirement is 28.93 psi below supply curv2. (34.4�) I • �(� ' M I�X � � � � . ,` � , j ,��, ��,,�'�� �0} _--_____—_ ___ _�� }ti� �. �r� c0• ._._.__•--• 'yo► , .�• .�_._ ,_,—. ......_. -•—• � ,�,,�.,,_..—. •—• �, ` \ � 'fi'—"' � •.� �o� F,o�. ` j � � �0 � . ❑I � � � - - - - ' ' < � � I ��� � _ J �`C- l � . I ���s�- � . ' �ITY (1F FEDERAL WAY � � DEPT OF COMMUNITv DEVELOPMENT F3l��l (���ni(, ���TION . �� �� �����d��� �u' �" �- �- ��:� .,��5� ^'`� ! �� � SUBJFC�' �C �-i.�u �NSFF C���iUN. OVERSIGN 1� ��%i0��?ION��_)� ORDfNANCE��RF NOT INCLuD� , T�IS APPROVAL . �1, �C , z_ ��=,. �" ! . DATE 8Y oArE + �'�i'r-� �'�-"�-` �f - � � � � ����rv�� r'� �� ���}��-� � . FEB 13 1991 , / �—� CITY OF FEDERAL WAY �� � /- _ r'( .� .7 � � BUILDING DEPT P-