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7050 GALL BLVD (77)
' j , . _. . M, � I � '�v x 1 j � '%� . i � ` i � , , i � ; REV1St0 ` N�O. 7 ; ;� . ` Febrt�a �27', 204'! , , , �''1 � - { , D[AGN 5T�CS A�D1T10P�+f- �HASE 1 �.� - ' EAST PA�CO MEQ1CA�.C�N1"�R c� � `�` i zEPNYi�HiL1.S, �L�RtC�A , i � � � i . � _ , �5a PR� )E�T NO. 99087.00 � � ; � �ARL ,'i ENSSt7�N ASSflC#ATES � I ��Op ,�/��T END AVENU�, SU11`E 1200 ` NASH'U[LI��,TN 37243 � �"vision forms a art of the�ontract Douments and modities the originai 8idding ' , This l�e p pocu� j ents, dated}uly 28, 2000, as outlined here in addition to being shown on the i , drawi �gs as Delta ?, dated �ebruary 2?, 20fl1: i , CHANG�S TC►THE DRAWINGS ' � Sheel A-8 � Noted and iJimensioned First Floar Plan ' . i ; 1, � tncorporate knack-out panei as shown in the attached She�t A-S, dated ;' � February 27, 200`1, Delta P+Ia 7. ? ; Sh� t A-9 - Nated and Dimensioned Second Fiaor plan ? ; �. ' . Relocate stair and ramp, add and delete windows, and delete door as shown in � , the attached Sheet A�9, date d Fe bruar y 27, 2001, aelta No. 7_ i � , ' .- I $he�`�t A-12 - Exterior 'Elevations ; �, ,� pelete exteriar windows and add add exterior window as shown in the I . ! attached 5heet A-12, dated February 27, 200�, Delta No. 7, i � � S 2��f�-�{�-W�I( SECtIOtiS � � � 1�� Incorporate changes to Windaw �levafiian 'A' as shown in the attached Sheet ; �� � a-1�4, dated �ebruary 27, 2001, Delta No. 7. i � � � i f � ` i I PAGE 1 )O� NUMSER 99087.00 � ,� a�VIStON NO. 6 ; � � _ � ; � 1 � � __, - + � ' I � � , . � i � � , . � � , � � ; i " ,, ; � Sheet A-� 11 -poor Schedule � � et A-7 2 1, i�elete door #208 from door schedule as shown �n the attached She , ated February 27, 2001, Delta No. 7_ I � Refer to the attached Mechanical and Plumbing Revision. i � END OF REVISION � � � j i - I i � i � i � i i i ' i i � , � ' � � � � i I � , • � � i , i � � i r I � , � 'I � . � I i I RE 1SION NO_ 6 PAGE 1 JOB NUMBER 99087.00 I ; � � I , � , � i � � � � I , ! ; � � ; , � :; ; , , ; � R�VISION RIO. 7 FEBRUARYI 27, 2001 � ; DIAGNOSTIGS ADDI710N - PHASE 1 EAST PASCO MEDICAL CENTER ZEPHYRHI i LS, FI.ORIDA , ESe PROJ'�CT N0. 99087.00 STANLLY D. LINDSEY AND ASSOCIATES, LTD. ' 180'1 WEST END AVENUE, SUITE 400 NASHVII.LE, TN 37203 I 7his Revision forms a part vf the Contract Documents and modifies the vriginal Bidding � Documents, dated July 28, 2000, as outlined here in addition to being shown on the drawings; as Delta 7, dated February 27, 2001: � � CHANGE I 70 THE DRAWINGS � Sheet S1.�10 - Second Floor Framing Plan 1. Inc;orporate changes to filoor plan; Move ramp framing walls and add elevated corridor firaming walls as shown in the enclosed Sheet S 1,10, dated February 23, 2001. � � END OF REVISION � I � � ~\ i ,� _ I - 4 - � : �/� /��' I _ . � "- _ � . � � , � i � � I i � i i i � ' I i ; I , , R�VIS ON NO. 7 JOB NUMBER 99087.00 � � I � � � � �, ; , t , , , ; � . � ' RE�IS�O . !N0. 7 � � ! FEBRU Y 27,2001 � � , , DIAG�TOSTICS ADD�TION—PHASE� ; � EAST 1'ASCO MEAICAL CENTER - . , i ZEP�XRI�TLLS,FLORIDA _ _- �' � ` '..� PHOENI�D�SIGN GRO'C.JP,�I�iC. - � - '�� =� _� - 104'WOODMONT BT,VD. SUI�'E 218 �.�^ 'r _ �- � - _ � - � =�-%�= ��: NASHVIIrLE,TN 37205 :, 1 -,.' -�� __ . � ._. , � ESA JOB NO. 99087.00 � pDG JOB NO_ 98027.18 , i . ; � Tbas Revision forms a part of tk�e Contract Docum�ent and modifies tk�e ori�ina�Bidding , Docwonents;dated July 28,2000,as outlined here in addition to being shown on the drawings as Delta 7, dated February 27, 2001. � ; i � C�IIANGES TO DRA,W�NG5 � �. � ME , � CAL ; � li SHEET M i 6—SECOND rLOOR PLAN—I�VAC: , i ' ' 1. Clnanged duct layout and added 22x20 exhaust duct in new chase as shown on sheet M-6, ' Delta 7 dated February 27,2001. , � � , FIRE PROTECT�ON , i � � � SHEET FP-4—SECOND FLOOR PLAN—FIZ2.E P�OTECTYON: � � I � 1. Changed sprinkler piping amd automatic s�rinkler head�ayout for new corridox and � ` ad usted shell space as indicated on sheet FP-4,De�ta 7 dated�ebruary 27,2001. � � I � SP�CTFYCA'z'�ON'S , I - � 1. R vised hydraulic calculations�or second floor rernote area. � � � i � � I, PAGE l YO�NO. 99087.00 ' REVISION NO. 7 , ; I i I � I � � , , i i � _ � ��` = � ! SPRINKL�R SYST�M HYDRAULIC ANALYSIS Pa e 1 t DATE; 3�/1/Z001 ; Q:\FZLES`CURltAY\98427_18\$027FPOZgSDF JOB TZTLE: East ;Pasco piagnos�Cic � InFAT�R SUPPLY DATA SOURCE STAT�IC RESID. FLOW AVAIL. 70TAL RE 'D Q NODE PRES PRESS. C� PRE55. C� DEMAND PRESS. � TAG � (PSIIi � (PSI) (GPM) (PS�) (GPM) (PSI) SRC � 78.f0 65.0 500.0 66. 7 462.9 53.4 : � I AGGREGATE FLOW ANALYSIS: ' � � TOTALIFLOW AT SOURCE 462.9 GPM � TOTAL' HOSE �STREAM A�LOWANCE AT SOURC� 100.0 GPM � OTHER,� HOSE STREAM ALLOWANCES 0.0 GPM 'I TO7AL' DISCHARGE FRpM ACTTVE SPRINKLERS 36Z. 9 GPM �i , NODE ANALYSIS D'ATA NODE 'TAG ELE�ATION NODL IYPE PRESSURE DISCHARGE � C,�� CPST) (GPM) _ � SRC � 3� '. S SouRCE 53.4 362 .9 � � � � 31. 5 - - - - 16.1 -- � - , 1B 3�. 5 - - - - 11.6 - - - 1c 3�'. 5 � - � - ' 13.2 - - - , lD � 3�.5 - - - - 14.3 - - � � 7.E 3�. 5 - - - - 11.9 - - - 1F ; 3�.. 5 � -- - -- 12 .3 - - ^ 1G 31. 5 - - - - 17.6 _ _ � 1H j 3+1. 5 - _ - _ 11.6 - _ - 2A ; 3,2 .2 - - 15.7 - - 2A5 3;3.2 K= 5. 80 14.3 21.9 26 3z.2 � - - - 9.8 - - - 2BS �0. 8 K= 5.�0 9.0 1:7.� � 3B 32.2 -- - - - 9.0 - - - 3ss � 30.8 K= 5.70 8. 5 16.6 4s ; 3Z.2 - - - ^ 8.Z - - - 4BS , 30.8 K= 5.70 7. 8 15.9 5B ' 32.2 - - - - 7. 3 - - - , 5B5 � �30.8 K= 5.70 7.0 15. 1 ; 2C � 3�2.2 - - - - X1.7 - - - 2CS ; 3�3.� K= 5.80 9.9 18. 3 3C ; �2.2 � - - - 10. 8 - - - ' 3C5 ' 33.Z K= 5.80 9.7 18.1 4� ! ,2.2 - - - - 9.9 - - - , �t5 ; 3.2 K= 5. 80 8.9 17. 3 ; 5C � �2.2 - - - - 9.0 - - - � 5C5 �33.2 K� 5. 80 8.0 16.4 , 2D '32.2 - - - -- 13.9 - - -- I 2�5 , �33.2 K= 5.80 x2.6 Z0.6 2� '3z.2 - - - ^ 10. 5 _ _ _ 2�s ; 33.2 K= 5.80 8.8 1.7.2 � 3E � 32.2 - - - - 9.6 - - - ; 3�s I �3 .2 K= 5.80 8.6 17.0 4E � 32 .z � - - - 9.1 -- _ _ i ; � � � i I � ; � � ' I i , 1 ��� - ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 � DATE: 3/1/2001, Q:\FILES\CURRAY\98027_18\60Z7FPOZ .SDF ; 70B TYTLE: East Pdsco Dia nostiC � NODE ANAl.Y5ZS DATA (cont.� NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE � (FT� (PSI) CGPM) 4ES 33;.2 K� 5.80 8.1 16. 5 5E � 32;.2 . - - - - 8.� - - - SEs 33.2 K= s.80 7.3 15 .7 ' 2F � 3z'.2 - - '- - 11.9 - - - � . zFs 33 .2 K= 5.80 io.8 i9.0 ZG � 32.2 - - - - 15.7 - - - 2G5 33.2 K= 5.80 13. 5 21.3 3G 32.z - � - - 14. 5 - - - 3�5 � 3�.2 K= 5.80 13.2 21.1 4G 3Z .Z - - - - � �3 .3 � - - ' 4GS 3L3.Z K= 5 :80 12.1 ZO.Z 5G 3�2.Z - - - - 12 .1 - - - � 5G5 33.2 K= 5 . 80 10.9 19.2 zH 3z .z 11.2 � 2H5 , 33.2 K=�5 80 �0.1 18.4 ' � , ; ' � � i j � � i � � � � � . � I i , � � i � � � � , , � i , � , I � � ' � � i � � i I ' I � r� = SPRTNKLER SYSTEM HYDRAULIC ANALYSIS Page 3 � DATE: 3/1/2001 Q:\FILES�CURRAY\98027_18\8027FP02.SDF 70B TIT�E; East; Pasco Diagnostic F-�PE DATA � i PZPE T��G ' QCGPM) DIA(IN) LENGTH PRESS. � END ELEV. NOZ. PT D�SC. VEL.CFPS) HW(C) (FT) SUM. ' NOD�S CFT) , i CK) CPSI) CGPM) FL/FT (P5I) pipe; � ' 362 .9 3.068 P� 181.00 PF 35 .8 SRC �, 31. 5' SRC� 53 .4 (N/A) 15 .8 120 FTG 4E2TG PE 0.0 1G 31. 5 0.0 17.6 0.0 0.149 7l. Z40.00 PV 1.7 pipe; Z 281.z 3.068 P� 0.75 PF 1.5 1G � 31. $• 0.0 17.6 0.0 12 .2 120 FTG T PE 0.0 �A 31. 5 0.0 16.1 0.0 0.093 YL 15 .75 PV 1.0 Pipe: � Z59.z 3.068 P� 7. 75 PF 1.8 � lA 31. S� 0.0 -].6.1 0.0 17..3 1.20 FTG T PE 0.0 lp 31. 5, 0.0 14. 3 0.0 0.080 7L Z2 .75 PV 0.9 �ipe: 4 ' 235.6 3.068 PL 1. 50 PF 1.1 xp 31. 5 0.0 14�3 0.0 10.4 1Z0 FTG T PE 0.0 1� 31.5 0.0 13.Z 0.0 0.069 7L 16. 50 Pv 0.7 Pipe: 5 168.7 3.068 P� 8. 50 PF 0.8 1C 31. 5; 0.0 13.2 0.0 7. 3 p,036 T�G �3 . 50 PV 0.4 1F 31. 5� o.0 1z . 3 0.0 � 149.6 3 .068 PL 1.50 PF 0•5 ' Pipe: 6 i 1� 31. 5; 0.0 7.2.3 0.0 6. 5 120 FTG 7 PE 0.0 �,E 31. 5 0.0 11.9 0.0 O.OZ9 7L 16. 50 PV 0. 3 P7pe; � 83.2 3 .068 P� 8. 50 PF O.Z 1E 3�. 5' 0.0 ��.6 0�:0� 3.6 p O10 TLG Z3. 50 Pv 0.� �.e � 3 5 ��pe: 8 � 18.4 3 .0,68 PL 1. 50 P� 0.0 , xg 31. 5 0.0 11.6 �:� �'8 0.00� �G 16. 50 Pv 0.0 1H ; 31.5 0.0 11.6 � Zl.g 1.610 P� 3.00 PF 0.1 Pipe: 9 � � � 3�.,5 0.0 �5:7 0.0 3 � 5 o.oi9 7LG �.00 Pv �o.i ; 2A 32 .�2 0.0 Ripe: 10 ', 2]..9 1.049 P� 1.00 PF 0.9 i ZA � 32.2 0.0 15 .7 21.9 8'� 0.154 T�G 6.00 PV 0.4 2as � 33 .2 5 .8 7�4. 3 � 64. 8 1.610 P� 2. 50 PF 1. 5 Pipe: 11 , � lg 31, 5 0:0 19:$ 0;� 10-2 p.i�2 T�G 10. 50 PV ^0.7 ZB 32.2 0 0 , Pipe_ �2 ' 17.1 1.049 PL 5 . 50 PF 1-4 Zs 32.Z 0:0 9:0 x�:0 6.4 p_098 T G 14?0 Pv 0. 3 26s 30:i 5 p�pe: 13, 1 47.6 1.610 P� 10_00 PF 0.8 Zg 32� Z 0.0 9:0 0.0 �" 5 0.080 �G 10.00 PV 0.4 ' 3� 3z z o.0 9 � ' I I �� ! � SPRINKLER SYSTEM HYDRAULIC ANALYSI5 Page 4 � '' DATE: 3/1/20011 Q:�FZLES�CURRAY\98027_18�8027FPOZ ,SD� ' JOB TTTLE: East Pasco DiagnostiC , pIPE 7AG ' Q(GPM) DIA(IN) LENGTH PRES5. END ELEV�. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. ' NOD�S C�T)� (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 16.6 1.049 P� 3. 50 P� 1.2 36 32 2 0.0 9.0 0.0 6.2 120 FrG 2ET PE 0.6 ; 36S 30.8 5 .7 8. 5 16.6 0.092 TL 1Z . 50 PV 0.3 � Pipe: 15 � 31.0 1.380 P�. 10.00 PF 0.8 , 3B �� 32.2 0.0 9.0 0.0 6.7 120 FTG ---- PE 0.0 4B 32�2 0.0 8.2 0.0 0.077 TL 10.00 PV 0.3 � ', Pipe: 16 i 15.9 1.049 PL 3. 50 PF 1.1 4B 3Z.2 0.0 8.2 0.0 5.9 120 FTG 2ET PE 0.6 4B5 30.8 5.7 7.8 15.9 0.085 TL 1z. 50 Pv 0.2 Pipe: 16Ai 15.1 1.049 PL 12 .00 PF 0.9 4B 3Z .Z 0.0 8.Z 0.0 5 .6 120 FTG --�- PE 0.0 , 5B 32.2 0.0 7. 3 0.0 0.077 7L 12.00 PV 0.2 � �ipe: 16�! 15.1 1.049 P�. 3. 50 PF 1.0 56 3Z.2 0.0 7.3 0.0 5.6 120 FTG 2ET FE 0•6 5B5 30.8 5.7 7.0 15 .1 0.077 TL 12 . 50 PV 0-2 ' Pipe: 17 � 70.0 1.610 PL 3.00 PF 1.1 � 1C 31. 5 0.0 13.2 0.0 11.0 120 F1'� E PE -0.3 zC 32.2 0.0 11.7 0.0 0.�64 TL 7.00 Pv 0.8 � Pipe: 18 � ' 18.3 1.049 P� 3 . 50 PF 1.4 � 2C � 3202 0.0 11.7 0.0 6.8 120 FTG 2ET PE -0.4 , zCS i 33.Z 5 .8 9.9 18.3 0.1�0 TL 12. 50 PV 0.3 ; � Pipe: 19 ' � 51.7 �..610 PL 10.00 PF 0.9 � Z� ' 32.2 0.0 11.7 0.0 8.Z 1.20 F-I'G ---- PE 0.0 3C 32 .2 0.0 10.8 0.0 0.094 TL 10.00 Pv 0.4 �ipe: �0 ' 18.1 1.049 P�. 1.00 PF 0.6 � 3� 3Z.2 0.0 10.8 0.0 6.7 120 FTG T PE -0.4 3C5 33:Z 5.8 9.7 18.1 0.108 TL 6.00 Pv 0.3 , �ipe: 21 � 33.7 1.380 PL 10.00 PF 0.9 3C j 32.2 0.0 10.8 0.0 7.2 120 FTG ---- P� 0.0 , 4C � 32.2 0.0 9.9 0.0 0.090 T� 10.00 Pv 0.4 17.3 1.049 PL 1.00 PF 0.6 I Pipe: 22 I 120 FTG T PE -0.4 4C 32 .2 0.0 9.9 0.0 6.4 4C5 ' 33 ;2 5 .8 8.9 17.3 0.099 TL 6.00 PV 0. 3 � ' 16.4 1.049 PL 10.00 P� 0•9 pipe: 231 4C 32�2 0.0 9. 9 0.0 6.1 120 FTG ----- PE 0.0 � 5� 3Z�2 0.0 9.0 0.0 0.090 TL 10.00 Pv O.Z , pipe: 24 � 16.4 1.049 PL 1.00 PF 0. 5 ", 5CS 3312 5 .8 8.0 16.4 6�1 0.090 �G 6.00 Pv 0.2 �' � � ' ' i � � ; . � i � ; � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 i � Q:\F�L�S�CURRAY\980z7_18\8027FP02.SDF ' DA7E: 3/1/2001i 70B TYTL�: Ea5 � PdSCO Diagnostic PIPE �jAG QCGPM) DIA(ZN) �ENGTH PRESS. I END EL� � . NKZ. (PSI) CGPM) VELC�PS) FL/FT C�, CPS�) i NODES (FT), C ) � I Pi e: 25 � 20.6 1.610 PL 3 .00 pF _0.1 ; ' p 1Z0 FTG E PE 0. 3 i 1D 31. 5 0.4 14•3 0.0 3•� 0.017 7L 7 .00 PV 0,1 � 2D 3Z12 0.0 13.9 0.0 j ipe: 26i z0.6 1.049 P1� 1.00 PF 0-8 � 2D 32.2 0.0 13 .9 0.0 7.6 120 FTG T PV 0.4 ' � 33iP 5.8 1Z .6 20.6 0.137 T� 6.00 � 2DS � � pipe: 27� 66.4 1.610 PL 3 .00 PF 1.0 �� 3�� 5 0.0 11.9 0.0 10. 5 120 FTG E PE -0.3 2E 3z;�Z 0.0 10. 5 0.0 0.149 7L 7.00 Pv 0.7 � Pipe: 28i 17.2 1.049 P� 3. 50 PF l.Z � 2E 3Z; � 0:8 18:B �0:0 6.4 � 099 �G 12?0 PV 0.3 � 2ES 33; 2 i � 4g.Z 1.610 PL 10.00 PF 0.9 ' Pipe: 29; 2E 32; 2 0.0 1.0. 5 0.0 7.8 p.085 TIrG 10 00 PV 0.4 ' 3E 32,.2 0.0 9.6 0-0 i ; i pipe: 30 17.0 1.049 PL 1.00 PF 0.6 � 3Z.2 0.0 9.6 0.0 6.3 �-20 �� Y P� 0.3 I 3E ��S 33.2 5.8 8.6 17.0 0.097 TL 6.00 PV Pipe: 3 , 32.Z 1.380 PL 7_00 PF 0.6 3E ' 32�2 0.0 g.l p:� �.9 p.08� TLG 7.00 Pv 0•3 I 4� 32 .2 0.0 ' 1,049 PL 1.00 P� 0. 5 � pipe: 3 � 16. 5 ; 4E , 3 2 0.0 9.1 0.0 6.1 120 ' FTG T PE -O•4 4E5 i 3 � �2 5 .8 8.1 16. 5 0.091 TL 6.00 Pv 0.3 � 15 .7 1.049 PL 10.00 PF 0.8 � I � - PE 0.0 � � Pipe: 3 -- � 4.E 3� .2 0.0 9.1 0.0 5 .8 0.0$3 �� 10.�0 PV 0.2 5E 3� .2 0.0 8.2 0.0 15.7 1.049 PL 1.00 P� �• 5 � � pi pe: 3; ; � 5E 3� .z 0.0 7.3 15.0 5-8 p.083 TLG 6.00 Pv 0,2 � � 5E5 3, .Z 5 .8 � � � 1g,0 1.610 PL 3.00 PF 0.1 � Pipe: 3; ' '� 1F 3, � . 5 �•� 11.9 p:� 3.0 p.07.5 �G 7.00 PV 0.1 � 2 F i 3 i .2 0.0 �- ' � ].g.0 1.049 PL 1.00 P� �•7 � Pipe: 36 zF � 3? .2 �•� 10.8 19.0 �.1 0.7.19 �G 6.00 PV 0.3 , 2F5� I��Z 5.8 ' ; ' 81.7 1.610 PI� 3 .00 riF 1. 5 ; Pipe: . 1G � 1. 5 0.0 17.6 0.0 �-2.9 p.218 7LG 7.00 PV �1.1 � 2G ! � 2 .2 0.0 15.7 0.0 I ' � � , � � i - ' -- , �- . �I , f � = SPRINKL�R SYSTEM HYDRAULZC ANALYS�S ' Page 8 � � � DATE: 3/�./200� Q:\FILES\CURRAY\98027_18\8027FP02.SDF ]OB TYTLE: EaSt Pasco DiagnostiC I � i 1 I � WAT�R SU.PPLY ANALYSIS , �I ! i Stati� � : 78.00 psi Resid: 65.00 psi Flow: 500.0 gpm , j I � 1 � � � � ; ��zo.o � � , , � � , � � ; � � LEGEND � � � { � ; ! 100.0 , i 1� Available pressure � ! , � , 66. 73 p5i @ 46z.9 gpm , , A � z . ' ' � Requ�red pressure ; � gp_p , 4 53. 36 psi C� 462.9 gpm E ; �'� � � ; --.�` `I � � P �� � I , . , � � R � , � � s 60�.o i ' � •..� ` ; � � 2� ��`�•.,� � - , . i E ' � � `����_�, ! � ap.o � � \ � i ' � �- � � p j l �. � i I � `� ` � �' ) I . , . ' � 20�.0 � � _ t � i i . � � i 0;.0 � � , . � , -14;.7 ,,, I I I , � 20(30i� 400 500 600 700 800 900 1000 �; , ; � FLOW (GPM) � � ; , � i I � � � - � � � I , , . � I � I i , t I — _ --- -- � ..._ ...-.. ...-.... ...-....__.__ _' I 1 C � a � i „ ��U��1 � � �Q. 7 � ��� �ebru ,ry 27� 201�7 � ia l DtAGNQSTrCS A�D#T!G►N -P'HASE 7 EA5T PASCU MEDICAI.C�NT�R ZEPHY�tHII[.S, �Lt7RiDA � Q� �Q\ I �Sa PR�D)ECT NtJ. 99087.00 _ I �ARL S EIVSSON ASSt�C1ATE5 21 QO � �ST EI'JD AVENU�, SUlTE 1200 � NASN�ILi.E, TN 37203 i { This RI visio arms a he ntra a ts - i n f a p rt of t Co ct D umen and modrfies the or4grna! B�dding E Qocuri��ents, da#ed�uly 28, 2000, as outlined here in addition to being shown on the drawings as Delta 7, dated �ebruary 27, 2001: CHAi�G�S TC�THE DRAWINCS Sheet I-$ � Nated and TJimensioned First Fic�ar Pian 1. Incorporate knock-out panel as shawn in the attached 5he�t 1�-8, dated February 27, 2Q01, Delta No. T. Sheet A-9 - r+loted and Dimensioned Second Flaor plan i 1. , Relocate stair and r�mp, aad and delete windows, �nd deiete door as shown in � t he attac he d S heet A�9, date d Fe bruary 27, 2 001, De ita No, 7_ I Sheet -12 - Exteriar�levations � 1. , (p eiete exterior windows and add adci exterior window as shown in the � , I ttached Sheet A-12, dated February 27, 2001, Delta No. 7. � Sheet' -14-Wa!! 5ectiorts � � � i. , lncorpor�te changes to Window �levation 'A' as shown in the attached Sheet -1 A�, dated �ebruary 27, 20q1, D�Ita No. 7. REVIS ON NO. 6 PAGE 1 )OB NUMBER 99Q87.00 � i � i i I � � C � ` � . I i f I I � I I Sheet A-21 - Door Schedule - � . I �. pelete door #208 from door schedule as shown in the attached Sheet A-12, ; � ated February 27, 2001, Delta No. 7. 1 � Refer to the attached Mechani�al and Plumbing Revision. I I END OF REVISION �I I i I � , � � I � � �� � I , I '� I . � I '� , � I I � I � �i � � REVISION NO_ 6 PAGE 1 JOB NUMBER 99087.00 , ; � � � � I i � _ - E L � I � � � . � � � R�VISIO, NO. 7 FEE3RUA Y 27, Z001 DiAGNt)� ICS ADDi7iON — PHASE '3 � EAST PAC�GO MEDICAL GENTER ZEpHYRH LtS, FI.CIRIDA � � � � ES� PRCt 6GT NO. 99Q8?.Oa � i STANL�� D. �INDSEY AND ASSOGIATES, tTD. i 18U1 WEST �ND AVENUE. SUITE 400 � NASHVI �E. TN 3T203 This Re i�'son forms a p�rt af the Gontract Documents and modifies the original Bidding Dacume ts, dated July 2$, 2000, as outlined here in acidition ta being shown on the i drawing as C?elta 7r dated February 27, 2001: � � ' CHaNG �S Tt7 THE DRAwW�S ' � � Sheet � .10 — Second Floor Framing Plan 1, l cvrporate changes to floor plan; Move ramp frarning walls and add elevated corridor r ming walls as shown in the enciosed Sheet S 1,1 Q, dated February 23, 2041. END OF REVISION � � � { -� �'�f�t . i. � . � i ; I ; � , i , � � ; , � . i � � � � i � i REVI tON NO. 7 JOB NUMBER 99087.00 � � � � i �t I � , ; E RE`VISIOl'�N0. 7 � �FEBRUAR 2'7 2001 ' :II ' DIAG�IOS� � CS ADD�TION—PHASE I � EA.�T PAS�GO l��AICA�.CEN2ER � ZEpHYR�1�L�.S�,FL4�tIDA i ' P�II�ENT�DESIGN GRO'(.TP,INC. . I 104�vQODMONT Br,VD. S�TI'�E 218 `- � �` NASHVIL��E,'�'N 37205 - ^ �� _ ; � �I - --= � ` ��o �, ESA 70B NO. 99087.00 rl %r_: - ; .- �� =1 pDG�aB�NC�_9s027.�8 �- ,--�-�-�-=� . j I � T�is Revi I'�oz�fanns a art of t�e Contract Doc�amtent and modifies the ari inal Biddin I P � � I Document�j dated 7u1y 28, 2000,as outlined here in addition tv being shown on the drawings as I Delta 7, di i ed February 21,24�1. I , � C�.ANGES�U DRA�V[NGS I ���I � M�CH��IYICAL � SF�EET I!6—S�CQND FLC}OR P�AwN—F�VA.C: � � I� � 1. C�anged duct layou#and added 2Z�0 e�ust duc�in zaew chase as sho�wri on sheet N1-6, � Delta 7 dated�ebruary 27,2001. � �IRE PR�TECTXON � I I � SHEET FP-4—SECOND F�OOR.p�,AN—FZ�tE P�OT�CTTI�N: � I 1. ��anged sprinkler pipin�azid automatic s�rinlcler head�ayout for new cotridoz`and � adjusted shell spaee as iz�dicated on sheet FP-4,T3elta 7 dated February 27,2001. i � S�'�CT��CA�tJN'S l. ! evised hydraulie ealcu]ations for seeond floor remote area. � i REV�S � � N NQ. 7 PAGE 1 Y4B NC1. 99087.00 i I - � __ � ; I SPRxNKL�R SYSTEM NYDRAULIC ANALYSIS Page 1 � L�ATE: 3%1fZ001 � Q:�,FIL�S\CURRAYt9$027_1$�$�27FPO�.SDF �OB TT"tLE, Eas� Pasco pi agnosti c � WAT�R SUPPLY DATA StJURCE STATIC RESIO. F�OW AVAIL. 70TAL REQ'p I � NODE PRESS. PRESS. @ PRESS. @ D�MAND PRESS. I � -rA� l fPszj C�s�) ����w) C�s�) ����) C�sz) � 5RC 78.Oi 65.0 504.0 66.7 462.9 53.4 � i � � I AGGREG � E FLOW ANALYSIS: ( I i I � TOTAL FLdW AT SOURC� 462.9 GPM � i TdTRL �HOSE STREAM A�LOWANCE AT SOURCE 100.0 GPM t3TH�R, HOSE 5TREAM AlLbWANCES. 0.4 GPM I TO`t'A� DISCHARGE FROM ACTTVE SPRINKLERS 362.9 GPM I � I i NODE ANALYSIS DATA i NODE TR� EL.EVATION NODE TYPE PRESSURE DISCHARGE f (FI') �PST) �GPM) I sRc 31�. 5 souRCE 53.� 362.9 � x.A 31. 5 - - - - 16.1 - � - ! Ts 31. 5 _ _ _ _ x�.6 - - - lc 31.�5 � - -- -- ' 13.2 - - - � lD 31.5 - - - - 14.3 _ _ � 3,E � 31.5 - - - - 7.1.9 - - - i 1F 31. 5 - - - � 12.3 - - - � 1G 31. 5 - - - - 17.6 - � -- � 1N 3]..15 - - - - 11.6 -- � - 2A 32 .2 - - - - 15.� - - zAs 3�.z K= s.sa 14.3 zi.� i zB 3z 42 -- - - - 9.s -. - - 285 34.8- K= 5.70 9.0 17.1 38 37 .� � _ - _ 9.0 - - - � 3B5 30�$ K= 5.7q 8.5 16.6 � 4B 32,�2 - - - -- � 8.2 � 48S 30�8 K= 5.70 7.$ ~15.9 SB 32 �2 - - - -- 7.3 - - - � zcs �Zis K=_�_7a ��:o `a.s.l � . I 2CS � 33!� K= 5.84 9.9 18.3 � 3C 32�2 -- - - - 1Q.8 � 3cs 33!2 K= 5.80 9.7 ls.l � I . 4C 32 2 _ .. _ _ 9.9 - - - �CS 33 �2 K= 5.$Q 8.9 1.7. 3 ( 5C 32,12 - - - - 9.0 - - - I 5Cs � 33i!2 K� 5.80 8.4 16.A- 2D � 32!2 _ _ -- -- 13.9 - - � � 2ES 33'l� K=�5�84 i2�,5 y20.6 ` , � ZES 33�,��2 K�_5+$a $.$ _3.T.2 3� ( 32��2 9.b 3�S 33:2 K= 5.$Q 8.6 17.0 4E 3 ��2 �- _ -- _ 9.1 -- _ _ , I I � � , , i �I � . I I � 'I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 ' DATE: �3/1/2001 Q:\FILES\CURRAY\98027_18\80Z7FPOZ .SDF I 70B TYTLE: Eas� Pasco Dia �ostic NODE ANAl.Y5rS D TA (cont.� '� _ ���r � NODE TAG ELEVATION NODE TYPE � PRESSURE DISCHARGE � (FT) (PSI) (GPM) � � 4Es 33 .2 K= 5.80 8.1 16. 5 � 5E , 32� Z - - - - 8.z - - - �� SES i 33!2 ►c= 5. 80 , �7.3 , 15.7 � 2F I 3Z:2 - - - - 11. 9 - - - ! 2Fs , 33!2 K= 5.80 7.0.8 � 19.0 i � ZG 32�Z _ -- - _ 15.7 2G5 33�2 K� 5.80 13. 5 21. 3 i 3G 32�2 - -- - - 14.5 - - - , 3G5 33.2 K= 5.80 13.2 21.1 � 4G 32.2 r - - - 13.3 - - - I 4Gs 33. Z K= 5. 80 12.1 ZO.Z ' 5G 32 2 12 .1 5G5 33'� 2 K= 5 . 80 10.9 19.2 �, ZH 32��2 -- -- _ - 11.2 - - - � 2H5 33!�2 K= 5.80 10.1 18.4 , I � i � J � �. I I II � I i � � ; . - �I I , I � �, � I � I � � � I , I � I � �� I �' 'I ' i � ' ' I ' � ' I ,� II i ; � � j�, �, i� � i � I . ,I i I SPRZNKLER SYSTEM HYDRAULIC aNALYSIS Page 3 + DATE: 3/1/2001 � Q.\FYLES�CURRAY\98027_18\8027FP02.SDF � JOB TIT�E: East PascO Di�gnOstiC � PIPE DATA � PzPE -�-AC, j Q(GPM) DIA(IN) L�NGTH PRESS. END I ELEV. ; NOZ. PT D�SC. VEL.CFPS) HWCC) CF�') $�M• � IVOD�S CFT) CK) CPSI) CGPM) FL/FT (P5I) � pi e; � � 362 .9 3.068 P� 181.00 PF 35 .8 �SRC 31. 5; SOCO 17.6 �NpAp 15 .8 0.�49 7LG240?00 Pv 1.�7 I 1G 31- 5 � pipe; Z � 2$1.z 3.068 P� 0.75 PF 1.5 1G 31. 5 0.0 17.6 0.0 12 .2 120 FTG T PE 0.0 1A � 31. 5 0.0 16.1 0.0 0.093 7L 15 .75 PV 1.0 , I Pi�pe: 3 259.2 3 .068 P�. 7.75 PF 1.8 lA 31. 5 0.0 16.1 0.0 11.3 0.080 7LG 22.75 PV 0-9 � lp 31. 5 0.0 14.3 0.0 ' p�pe; q. 238.6 3.068 P� 1. 50 PF 1.1 1D 31. 5 0.0 14. 3 0.0 10.4 120 FTG , T PE 0.0 1C 31. 5 0.0 13.2 0.0 0.069 7L 16. 50 Pv 0.7 ' 168.7 3.068 P� 8. 50 PF 0.8 Pi�pe: 5 1C 31. 5 0.0 13.2 0.0 7. 3 120 F7G T Pf 0.0 1F 31. 5 0.0 12 . 3 0.0 0.036 T� �3 . 50 Pv 0.4 , Pipe: 6 149.6 3 .068 PL 1. 50 PF 0. 5 1� 31. 5 0.0 12.3 0.0 6. 5 120 FTG 7 PE 0.0 i lE, 31. 5 0.0 11.9 0.0 O.OZ9 7L 16. 50 PV 0.3 P7pe: 7 83.2 3 .068 P� 8. 50 PF O.Z � 1E 31. 5 0.0 11.6 0.0 3�6 0.010 T� 23. 50 Pv 0.1 ie P�pe: 8 18.4 3 .068 PL 1. 50 P� 0.0 Xg 31. 5 0.0� 11.6 0.0 0.8 120 FTG T PE 4.0 1H 31.5 0.0 11.6 0.0 O.00l TL 16. 50 Pv 0.0 i Piipe: 9 21.9 1.610 P� 3 .00 PF 0.1 �, 3�. s o.0 16.i o.0 3 . 5 izo �r� E PE �0.3 ! Zq 32.2 0.0 15.7 0.0 O.Oi9 7L 7.00 PV 0.1 Pipe: 10 2J..9 1.049 P� 1.00 PF 0.9 , ZA 3�.� � .8 14. 3 21.9 8.� 0.154 T�G 6.00 PV 0.4 2as 33 .Z � P'pe: 11 ; 64. 8 1.610 P� Z• 54 PF X-5 1B 31. ', 0.0 11.6 0.0 10.2 '120 F7G T PE -0.3 i Zg 3Z.2 0.0� 9.8 0.0 0.142 T� 10. 50 PV 0.7 I 17.1 1.049 PL 5 . 50 PF 1.4 Pipe: 12 ; 2g 32 .� 0:0 9:0 ��:0 6.4 p,098 T G 14Z 0 pv 0.3 Zgs 30. 5 ' 47.6 1.610 PL 10.00 PF 0-8 � p�pe: 13 i �B �2 0.0 9.0 0.0 7� 5 0.080 T�G 10 00 PV 0.4 3B �z•� � i . � I I .. � � i - i I I SPRINKLER SYSTEM HYDRAULIC ANALYSI5 �a9� 4 I ' DATE: 3/1/2001 Q:\FILES�CURRAY\98027_18�8027FPOZ ,SD� 1J06 TI��LE: East Pasco DiagnostiC PIPE 7AG I Q(GPM) DIACYN) LENGTH PRES5. END ELEV; NOZ. P7 DISC. VEL(FPS) MW(C) (FT) SUM. NOD�S C�) ! CK) CPSI) (GPM) FL/FT CPSI) I I ! Pipe: 14 �� 16.6 1.049 P� 3.50 P� 1.2 I 3g � 32 .Z 0.0 9.0 0.0 6.z 120 F�rG 2Er PE 0.6 �I 365 I 30.8 5 .7 8. 5 16.6 0.092 TL 1Z . 50 PV 0.3 Pipe: 15 I 31.0 1. 380 PL 10_00 PF 0.8 I 3� 32.2� 0.0 9.0 0.0 6.7 120 FTG PE 0.0 �, 4B 32.2 0.0 8.2 0.0 0.077 TL 10.00 PV 0.3 � Pipe: 16 15.9 1.049 PL 3. 50 PF 1.1 I 4B 3Z .2 . 0.0 8.2 0.0 5.9 120 FTG 2ET PE 0.6 � q�e5 30.8 5.7 7.8 15.9 0.085 TL 1z.50 Pv -0.2 �I i Pi��pe: 16A 15.1 1.049 PL 12 .00 PF 0.9 ' 4g 32 .z 0.0 8.2 0.0 5 .6 120 �TG ----- PE 0.0 I 5B 32 .2 0.0 7. 3 0.0 0.077 7L 1Z.00 PV 0.2 Pipe: 16B 15.1 1.049 P� 3. 50 PF 1.0 I 56 3Z.2� 0.0 7.3 0.0 5.6 1.20 FTG 2Er PE 0.6 �i I 5B5 30.8 5.7 7.0 15.1 0.077 TL 12 . 50 PV 0.2 I Pipe: 17 70.0 1.610 PL 3.00 PF 1.1 I ic � 31. 5 0.0 i3.z O.o l�.o iz0 Fr� E PE -0.3 zC 32 .2 0.0 11.7 0.0 0.164 TL 7.00 Pv 0.8 'i Pi�e: 18 - 18.3 1.049 P� 3 . 50 PF 1.4 I 2C 32 .2 0.0 11..7 0.0 6.8 120 FTG 2ET PE -0.4 zC5 33.Z 5.8 9.9 18.3 0.110 TL 12. 50 PV 0.3 � _i - pipe: 19 51.7 1.610 PL 10.00 PF 0.9 i • Z� 32.Z 0.0 11.7 0.0 8.Z 1.Z0 FTG ---- PE 0.0 3C 32 .2 0.0 10.8 0.0 0.094 TL 10.00 PV 0.4 � Pipe: ZO 18.1 1.049 Pl. 1.00 PF 0.6 3� 3Z .2 0.0 10.8 0.0 6.7 120 FTG T PE -0.4 '� 3Cs 33.Z 5.8 9.7 18.1 0.108 Y� 6.00 Pv 0.3 � , i pipe: Z1 33.7 1.380 PL 10.00 PF U.9 3C 32 .2 ' 0.0 10.8 0.0 7.2 1Z0 FTG ---- P� 0.0 li 4C I 32.2 , 0•0 9•9 0•4 0.090 TL 10.00 Pv 0.4 i � 17. 3 1.049 . PL 1.00 PF 0.6 � I Pipe: 22 4C 32 .2 � 0.0 9.9 0.0 6.4 120 �� T PE -0.4 4C5 33 .2 ' S .8 8.9 17.3 0.099 TL 6.00 PV 0. 3 I 16.4 1.049 P� �0.00 PF 0.9 I � 4C P,p�' � 32.2 �, 0.0 9.9 0.0 6.1 120 FTG ----- PE 0.0 � 5 C 3 2.2 '! 0.0 9.0 0.0 0.090 TL 10.00 PV O.Z I ` 16.4 �.049 PL 1.00 PF 0. 5 pipe: 24 , � 5C 32.2 � 0.0 9.0 0.0 6.1 120 �G .00 Pv 0.2 � I 5CS 33.2 5 .8 8.0 �.6.4 0.090 TL 6 , �' � � I � � I � ' I � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 I ' Q:\FZL�S�CURRAY\980Z7_�8\8027FP02 .SDF �I ` QA7E: 3�',/1/2001 , I 7oB TYT;L�: Eas� Pasco DiagnOstic pIPE 7A'G Q(GPM) DIA(ZN) �ENGTH PRESS. � ,. END ELEV. NOZ. PT DISC. VEL(�'PS) FL�� C�) CSUMj ,� y NOQES CFT) , CIC) CPSI) CGPM) PSZ �� ,� pipe: 25 20.6 1.610 PL 3 .00 PF 0.1 '� 0.0 14.3 0.0 3.2 1Z0 FTG E PE -0. 3 ; �p 31. 5� � 2p 3Z,Z 4.0 13.9 0.0 0.017 7L 7 .00 PV 0,1 � � Pipe: 26 z0.6 1.049 PI� 1.00 PF 0.8 i 2D 32.2 0.0 13.9 0.0 7.6 1Z0 FTG T PE -0.4 i ZDS 33.2 5.8 12 .6 20.6 0.137 T� 6.00 pv 0.4 � pipe: Z7 66.4 1.610 PL 3.00 PF 1.0 � �� � 31. 5 0.0 11.9 0.0 ].0. 5 120 FTG E pE -0.3 i 2E 32 .2 0.0 10. 5 0.0 0.149 7L 7.00 Pv 0.7 I � Pipe: 28 17.2 �.049 P� 3. 50 PF �..Z ' ZE �� 32 .Z 0.0 10. 5 0.0 6.4 120 FTG 2ET PE -0.4 i ZES I 33.2 5 .8 8.8 7.7•2 0.099 7L 12 . 50 PV 0.3 I Pipe: 29 49.2 1.610 PL 10.00 PF 0.9 � 2E 32 .2 , 0.0 10. 5 0.0 7.8 120 �G +-00 PV 0.4 I�� 3E 32 .2 0.0 9.6 0.0 0.085 Tl� 10 � ' 17,0 1.049 PL 1.00 PF 0.6 �� Pi p'e: 30 `� � 3E I 3Z.2 0.0 9.6 0.0 6.3 120 FTG 7' PE -O.A� 3�5 � 33.2 5 .8 8.6 17.0 0.097 7L 6.00 PV 0.3 , � 32.Z 1.380 PL 7.00 PF 0.6 I Pi pe: 31 3E ' 32 .2 0.0 9.6 0_0 6.9 p.08� T G 7 00 pv 0.3 j 4� 32 .2 0.0 9•1 I Pipe: 32 16. 5 1.049 PL 1.00 PF 0. 5 � 4E I 32.2 0.0 9.1 0.0 6.1 �.20 ' FTG T PE -0.4 I 4E5 I, 33.Z 5 .8 8.1 16. 5 0.091 T� 6.00 Pv 0.3 � i 15 .7 1.049 P� 10.00 PF 0.8 ; Pi p�: 33 -- ', 3Z.2 0.0 9.1 0.0 5 .8 120 FTG - - PE 0.0 , 4E I 3Z,2 0.0 8.Z 0.0 0.083 TL 10.00 PV 0.2 � 5E � ' 15.7 1.049 PL 1.00 P� �. 5 '� Pipe: 34 '� 5E 32.z O.p 8.2 0.0 5.8 1Z0 FTG T PE -0.4 , 5ES �� 33.Z 5 .8 7.3 15.7 0.083 T� 6.00 Pv O.Z ;, � I '� �I 19.0 1.610 PL 3.00 P� 0.1 , Pipe: 35 '�, �� 31.. 5 0.0 ��:9 �;� 3'0 p.07.5 TLG 7.00 Pv 0.1 i 2F 32 .2 0.0 �- � J.9.0 1.049 PL 1.00 P� �•� '� Pip : 36 I ZF 32 .2 `', ��� 10.8 19.0 �.l 0.7.19 �G 6.00 PV 0•3 � 2F5 33.2 , 5.8 Pipe: 37 '' 87..7 X.610 PL 3 .00 PF 1. 5 1G 31. 5 0.0 17:� � 0:0 �-Z.9 p.218 7LG 7.00 PV J1.1 zG � 3z .2 0.0 15 ' I ,I I i - � - ----. �._. � , i i SPR�tvKLER 5YSTEM HYDRAUL�C ANALYS�S Page 6 � � DA`T'E: 3/1/zoo3 � Q:\FILES1CURRAY�9$0�7r.1$\8027FP02 .SOF f �708 TITL�: Easfi Pascp Diagnostic ; PTPL TAG Q(GPM� pIA(IN) LENGTH PRESS. � END) EL.EV; NO�. PT DZSC. V�L(FPS) NW(C) (FT) SUM. � ' Ni�DE i t�� ' C�) CPST� (GPM) �i/�r ��s=3 i � �ipe: 38 Z1.3 1.Q49 P� 3. 54 PF 1.8 ` 2G I 32.2 O.Ci 15.7 0.0 7.9 120 FTG 2ET PE -0.4 � 2G5 33.Z 5.8 13. 5 21.3 Q.146 TL 12. 50 PV 0.4 �. I �ipe: 39 � 60.4 1.610 P� 10.4Q PF 1.2 j 2G :, 32.2 0.p 15.7 0.0 9. 5 12C! FTG ----- PE 0.0 ' 3G � 3Z.2 0.0 7.4. 5 0.0 O.1�S TL 10.00 PV 0.6 �, � �ip�: 40 21.1 1.049 P�. 1.00 P� Q.9 ; 3� 3z.�� o.o z4. � a.o �.s l�o Fr� -r �E -o.� � �GS 33.2, 5.8 13,2 ZX.1 0.1.43 TL 6.00 PV 0.4 � � .Pipe: q��. �' 39. 3 1.3$0 P� 10.00 PF 1.2 } 3G 32.2 4.0 �.4. 5 Q.0 8.4 12i3 FTG ____ PE 0.0 � 4� �z.z o.o �.�.� o.o a.�.za TL 10.00 �v o.s ; , � Pipe: 42 20.2 1.�49 p� 1.00 PF 0.8 i 4G 32.2 ( 0.0 13.3 0.0 7. 5 12U FTG T PE -0.4 t 4G5 33.2 ` 5.8 �2.1 20.2 0.132 TL 6.40 PV 0.4 ; � Pip�e: 43 � 19.2 1.049 PL �0.00 PF 1.2 � 4G { 32.2 � 0.4 13.3 0.0 7.1 1�0 FTG ----- PE 0.4 I 5G I 32 .� �IO.p 12.1 4.4 0.12Q T� 1Q.U0 Fv 4.3 � � � , Pipe: 44 �' 19.2 1.049 P� 1.00 PF 0.7 4 SG ' 32.2 , Q,O 12.1 O.Q 7.l 120 FTG T PE -0.4 � 5GS ` 33.2 5.$ 10.9 19.2 0,120 TL 6.Q0 PV 0.3 : � Pip�: 4S 18.4 1.610 pi� 3.00 �F 0.1 ! 1H 31. 5 � {0,Q ll.6 4.Q 2.9 120 Ft"G E PE �-4.3 �, 2N 32.2 �0.0 ll.z 0.0 O.fl14 T� 7.OQ Pv Q.� � r Pipe: 46 �` 18.4 1.049 P�. 1.00 PF 0.7 � 2t� ` 32.2 � 0.0 11.2 O.Q 6,8 12Q FTG T PE -0.4 i 2HS 33.2 5.8 �.0.�. 18.4 0.112 TL 6.C1Q pV 0.3 ; r NOTES: • � C1) Calculatians were performed by �he HAss 7,2 computer program � under li�ense no. 49121089 gr�nted by , HRS Sys�ems, znc. � 479Z �aVis�.a Road � Tucker, GA 34084 (2� The system ha� been calculated to pravide an average imba�lance at�yeach node of O.Q02 gpm and a maximum imba, ance at��any node of 0.143 gpm. � �� C3� Vel oc�ty pres�su res are pri nted fo r i n�o rmati on oni y and are not used i n bal anci ng �the system. Ma�ci mum w��Cer vel oci ty is 1�.8 ftjsec a� pipe 1. i , � , � � � ! y 4 — ----._. . � � -. � � � I � SPR2NKLER SYSTEM NYDRAU�zC ANALYSIS Page 7 =DATE: �3/1/2001�, Q:l�TLESICURRAY\980Z7_18\8027FR02 .SDF .�OB Tz�LE: �as; Pascu Di agnosti c = : (4) PIPE FI7TINGS T!�►BLE ` I I 4 Pipe Table Nam,�i STANDAR�.P�P � PAGE: A MAT� �IAL: S40 HWC: l20 . �3ame�er ' �quivalen� Fitting �engths �n Feet (i n) E T �. C B G A D N E11 '� Tee Lng�il �hkViv B�FyVlv Ga�Vlv AimChk DFVIv NPTee 1.Q49j 2.04 ' S.04 z.00 5.00 6.00 1.04 10.00 10.d0 5 .Q0 �, 1. 3$U , 3.00 � 6.Q0 2.OU 7.00 6.Q0 1.00 14.�0 10.G10 �.QO I 1.610 4.Oa '�� $.00 2 .40 9.00 6.00 1.00 1.t}.0� 1d.00 $.QO ! 3.068 7.4d ; 15.00 5 .00 �.6.00 10,00 1.00 �3.dd 10.00 15 .t70 ` � � � , �,,I � I� I t i � � � � ` ', I t �� I , I . � i � ; � � � i ti � , I ( � � � ' I � I I ; ' , , � , ` �� i i 4 � i � • i I � . ,i � SPRiNKL�R SYST�M HYDRAULZC ANALYSIS Page 8 ` � �DATE: 3/�/z001' Q:\FI�ES\CURRAY\980Z7_18�8427FP02.SDF �, 70B TYTL�: East Pasco DiagnOstiC � , I 'I � I WATER SU.PPLY ANALYSIS �I I tic: ��I�8.00 si Resid: 65 .00 psi Flow: 500.0 gpm sta. p 120.0 � , I �'�i � LEGEND I 100.0 1� Available pressure 66.73 psi C 46z.9 gpm � � ��� Z Required pressure ' I A � 53 . 36 psi C� 462.9 gpm G g�'� , E �.,� I , '�., � P ���; I�, R ��j .. E 60.0 _., I , ���.�. , S i S 2 I �'`�.. U � � �``,-, R I `���. E ' ���`1. 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