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Al°� L 0 E ED I � C�MPL,E1°E OR IJN�If � �,�°°°� � � �r�je� # a ,.�T ' � __ uildi �g �erms� � : ° _ � 4 � prin {cl�r ��rrni� � a "" 'I�WN OF VA1LL � I L I I L IT° L� °TI Fire �prinl�l�r sho� clrawing� a �°� r�quir�� at tir�e o� perrt� if subrnittai an� �5 � a �rontag� Rd. ar� �ast inclucle th� following . Perme� � ppti�ati�n �ill not b� ac��p��d V� il, �o6or�c�o � 1 �57 wit ou� this ir�forr�nafomno A Colorado R�gis�ere� E�gin��r's st� rnp �r oZo�aEeTo Lev�l IIT (a� in) st� rnpa �i. Equiprnenf �ut �h�e� of r�ateei� l�a � Hycira� lic ��Icul�ti�nsa A St�te �f Colora�o Pl� n t2�gis�r�tior� forma �lans o� u�t be s�brrrrtked by � Regi��er Fir� Pro��cti�e� C�r��r���ra CO1�tTI2ESCTOit INFOI2M�.TI01�1 Fire Sprinkler Contractor : Town of Vail Reg . No . : Contact and Phone #'s : _ -, �j , . .__ / / /�.� �Z -e� � lJ- C� Li1w� Nl" � / � '' ' .� > � ��t � f, � � ~ v� J ��' � �" �r �° . C� ' % ' ' . . E- f�ail Addresso ' Contractor Signature�,—� ° ,- - -- / ' �`i�.---,.._.___ COP7PLETE VALIJAT°IONS FOR ALA, PERM (Labor f�at�rial�) Fire Sprinkler: $ f � ) � (�� � � � ...- �r / �r� ai ✓t� , �' r V ��.'• = '�P / CJ `4' � LJ S Cont�ct ,Ea /e �au�r .4ssessars O�`'ice at 9TOA32�-8640 or visit www, ea lecoun . us �'or Parce/ �` �� rcel a� � � U � � - U :'-- Job Name: �A.A i L� �.. C.� �C, � �u;��.. Job Address: „2pp �1 � � �-- � b Legal Description Lot: Block: Filing : �� Subdivision ; Owners Name : G� ` j �` �tlG U �u Address : � � 1 � �� � Phone : r�i .� Engineer : (-�a, � �/i t� Addryss ��� �' � Phone • . �,�., , r,, ,�. (,�-� 9 1 �; �O�' � �f Z �"� - � � 1� � ?7 � Y' � ` v / �� /J �> w � rJ n. �`-'i vn i �.t.' �..-, ., 2i � l J� .�' o,._ Detailed Location of work: i . e . , floor, unit #, bidg . #) ' �- n J �-- �/ Cs ✓z� � Z �,�., fdI �/ �' �// ' ` �' S a27a :c , ! � ( ,n � , u, a � �/�.:. �>A . �c_ 4.c,&• /, �.. i .. . . ✓+. i > L- /'� , / r� V ` Detailed description of work: �i? S iavKCci� ��A �� �`�v �ni��`"r�,E► � ��i�- � � ���1 �rt1 ,��� �%/�„ �. 'I �: /�: ,��� � .,. � ul, y , L �. Work Class : New ( ) Addition ( ) Remode Repair Retro-fit ( ) Ofher ( ) Type of Bidg . : Single-family ( ) Two-family ( ) Multi -family Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building : �; � No . of Accommodation Units in this building : ✓ � � Does a Fire Alarm Exist: Yes No ( ) Does a Fire Sprinkler System Exist : Yes No ( ) �: xr': xxxo'rocxx 'r. K 'r. r'cx :cx :kx :� okx 'r. irxxx �: xs: irxxxx �exxaY ��� �FFI�E �� � �� ��� K �f 'X :YYiC �CY� YCl4 �: T': ifSFx �; y'CT: XX� XX ]�C �t' YYCYI: :CXXT ]F :Y ]: R O�I�er �ee�: �ate R���iu�c� : Public Wa ��r�mit F�ea Acce fied B a Occupar�c�/ Gr�up: F: \cdev\FORP�IS\PERMITS\Fire\sprinkler_perm_12-5-05 . DOC 12/05/2005 �° ..�,V/Iln :�—�- ' -� "�_`, - �:F GF:'�' fr �i� -.. �..��,. " � ' ''. �.TI'illc�� � � ' °''"-. ;; Gd., ' I I�� � C�. ��d:� l�.� ( .�.,..,. �, � n;'�4i: ' ,i� . � "' -- . , � �":i :.. � . � - � � „"'y�.' � � . _ � `„ � L_� �'Jb-QI� . 91��Db ,- � � + � i i -- -r � v � E L - � � � t c °y� ; ; _ ° y - o ie �� � C °�{ � ` _ _ ^ � F � �JA` w v . Y:10 3' € . . . . '- ` P ' U � U � = : (1�` ! L C r \ � ; S � C 1 y c r V y o j 5 3 ; _ = ' L � ' y � � f. � � L - y v f F ` - . : ar – �0l � _ l� ��r _ � � � � . . . . � . � . -� . . _ F�e Protec[ion 6y Compu[er Design PIRE PROTECTION, WC. 4981 G 39TF� AVE DENVER, C080207 303-399-1366 Job Name : VAIL LODGE TOWER Building : SOUTH LODGE AT VFlIL Location : 200 VAIL RD. VAIL, COLORADO System : REMOTF AREA 1 Coniract : M-O6-022 Data File : Vail Lodge Tower 1 R.wxf Computer Programs by Hydratec Inc. Route t 11 Windham N.I1. USA 03067 NOIXGFPIIOkS?AKEN �I AURECDRRERIONSNOIED O REIKfED 7j REVISEAN�RESV9,uff � $UBMIi$PEOflNITE,M �J QIKI;IN"v I50�(Y fOR GENEP.AI COtJFCPNJ�liVf���iM; pfi'C+I (ANCEFf 0�i!iE FRO1ECf AMD GEN�AI CG1lPp1,�'CEV.1li L�p INFpRMAtiQN GIVErv W ��E CCH1P�tG CC.NY�:��^a +.�'��1.C➢BN SNO'A'N li SLi�`.G 1011E HE�UIREM;��i G� fH; �;ANS AIJC 5°EOFlLIP.QNi. CONi1a�0R IS iE3%O��;idlE,Ca� GI��iNiIGNS, WHICM SYALL 6E CONf13MED AND CO6fiit4iE9 A1 rdilOBiirE inEFiCFiION R20CES�ES AND7EChIW0UE5 0! LD�:iGUCiiON; CDOflDINAnCN 0'riH;WOFKWIfM�HA?Of All DTMEF iRAG:�, AND iHESaiISFAC00.Y PEkFORMANCE Oi1HE WORK klipp : , o��i�� / . � I . �,�� q��a6 FIRE PROTECTION , INC . F'age 1 VAiL LODC� E TOWER Date 083106 Hydraulic Desiqn Information Sheet Name - VAIL LODGE TOWER Date - 08 - 31 - 06 Location - 200 VAIL RDe VAIL , COLORADO Building - SOUTH LODGE AT VAIL System Noa - REMOTE AREA 1 Contractor - HYDL� R CONSTRUCTION Contract Noo - M- 06 - 022 Calculated By - HUE PHAN Drawing Noo - FP - 2 of 2 Constructione ( X ) Combustible ( ) Non - Combustible Ceiling Height - 10 ' - 0 " Occupancy - ORDINARY HAZARD S ( X ) NFPA 13 ( ) Lt . Haze Ord , Haz , Gp , ( X ) 1 ( ) 2 ( ) 3 ( ) Ex , Haze Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other • T Specific Ruling Made By Date E • — - -._. — -- - ----- - — ---- M Area of Sprinlcler Operation - 901 System Type Sprinkler / Nozzle Density - 0 , 15 ( X ) Wet Make VIKING D Area Per Sprinkler - 99 ( ) Dry Model E Elevation at Highest Outlet - 10 ' - 0 " ( ) Deluge Size 1 / 2 S Hose Allowance - Inside - 100 ( ) Preaction K- Factor 4 . 2 I Rack Sprinkler Allowance - ( ) Other TempeRat . 155 G Hose Allowance - Outside - 150 N Note Calculati. on Flow Required - 516 . 232 Press Required - 113 . 463 Summary C - Factor Usede 120 Overhead 140 Underground W Water Flow Teste Pump Data : Tank or Reservoire A Date of Test - 8 - 2 - 06 Cape - T Time of Test - Rated Cap . - Elev . - E Static Press - 117 @ Press - R Residual Press - 109 . 8 Elev . - Well Flow - 2445 . 3 Proof Flow S Elevation - U P Location - ON SITE - --- P L Source of Information - VAIL FIRE DEPARTMENT Y ORIGINAL TEST REDUCED BY 10 % FOR SAFETY MARGIN C Commodity Class Location O Storage Hto Area Aisle W , M Storage Methode Solid Piled � Palletized o Rack M ( ) Single Row ( ) Conven , Pallet ( ) Autoe Storage ( ) Enca S R ( ) Double Row ( ) Slave Pallet p ( ) Solid Shelf ( ) Non T A ( ) Multe Row ( ) Open Shelf O C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : - --- Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 1/Vater Supply C � �e (�) FIRE PROTECTlON , INC . Page 2 VAlL LODGE TOWER E3ate 0831Q6 City Water Suppfy: pe���� ; C1 - Static F�ressure : 117 D1 - Ele�ation : � . 331 C2 - Residual Pressure: 109 . 8 D2 - System Florrv : 266 .232 C2 - Residual Ffow : 2445 . 3 D2 - Sys�em Press�are : 113 .463 F� ose ( Adj City ) : F6ose ( �emand } : 250 �3 - Sysfem �emand : 516 . 232 Safefy �Pargin : 3 . 132 150 140 130 p 120 C2 R � 10 D3 E 100 S 90 S 80 � 70 R 60 E 50 40 30 20 10 300 600 900 120Q 150� 18�0 2100 2400 27�0 � LOW ( (� ^ 1 . 85 ) Computer Programs by Hydratec fnc. Route 111 Windham f� . H . USA 03087 F �ttings Used Summary FIRE PROTECTION , 1 �4C . Page 3 VAIL LODGE TOWER Date 083106 Fitting Legend Abbrev. Name '/s 3/< 1 1 '/a 1 '/ 2 2'/z 3 3Yz 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 94 18 22 27 35 40 45 50 61 G Generic Gate Vaive 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 • 71 81 91 101 121 Zfd Febco 860 Fitting generafies a �ixed Loss Based on Flow Compufer Programs by Hydratec Inc. Roufe 111 Windham I� . H . USA 03087 Pr�s� ure / Fio� St� mmary - �TA � [�ARD FIRE PROT�ECTION , INC . Page 4 VAIL LODGE TOWER Dafe 083106 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual _ Req . D001 12.0 5.6 12 . 13 na 19.5 0. 15 130 7.0 D002 12.0 5.6 12 . 13 na 19.5 0. 15 130 7.0 D003 12.0 4.2 12 .5 na 14.H5 0. 15 99 7.0 136 12 .0 29.58 na 134 10.0 K = K@ EQ01 15. 19 na 21 .45 135 10.0 K = K@ EQ02 17.37 na 22.61 132 10.0 K = K@ EQ01 15.44 na 21 .63 133 10.0 K = K@ EQ02 17.65 . na 22.79 128 12 .0 15. 55 na 129 12 .0 14 .61 na 130 10.0 4.2 13.44 na 15.4 0. 15 99 7.0 126 10.0 , 4.2 12 .55 na 14.88 0. 15 99 7.0 125 10.0 4.2 12.56 na 14.89 0. 15 99 7.0 124 10.0 4.2 12.5 na 14.85 0. 15 99 7.0 123 10.0 4.2 12.£32 na 15.04 0. 15 99 7.0 122 10.0 4.2 12. 76 na 15 .0 0. 15 99 7. 0 120 12 .0 45. 13 na 121 12 .0 45.34 na 105 12 .0 33. 05 na 114 12.0 27. 56 na 115 10.0 K = K@ EQ02 28.42 na 28.92 116 10.0 K = K@ EQ02 28.63 na 29.03 117 12.0 28 .01 na 155 10.0 37.74 na 157 10.0 40 .97 na 158 10.0 44 . 19 na 161 10 .0 47.42 na 500 10 .0 49.87 na 118 12.0 48.99 na 146 10.0 50. 11 na 119 12.0 49.66 na 501 12.0 52 . 74 na 100 10.0 4.2 12 . 51 na 14.86 0. 15 99 7.0 101 12.0 12. 19 na 102 10.0 K = K@ EQ03 13.0 na 14.89 103 12.0 12. 13 na 104 12.0 12.4 na 106 12 .0 37.59 na 107 12.0 49. 72 na 108 12.0 61 .25 na 113 12 .0 67.7 na 109 12.0 80 .41 na 110 12.0 85.63 na 111 12.0 92.99 na 112 12.0 94.73 na 70R 0.0 101 .67 na BOR 0.0 112 . 82 na 100.0 TEST 0 .0 113.46 na 150.0 The rriaximum velocify is 25 .45 and it occurs in the pipe between nodes 108 and 113 Computer Programs by Hydratec inc. Route 111 Windham N . H . USA 03087 Fir» I C � Icui �ation � - Hazen-Willi � m � FIRE PROTECTIORl , INC . I�age 5 VAIL LODG � TOWEFt bate 083106 Nyd . Qa Dia . Fitting Pipe Pt Pt Ref. `�C" or �tng '� Pe Pv ******� Note� ***�** Point Qt Pf/Ft �qv . Ln . Total Pf P � D001 19 . 50 1 . 049 1 � 1 .427 1 . 000 12 . 125 K Factor = 5 .60 to 100 0 . 0 1 .427 0 . 0 EQ01 19 . 5 0 . 1743 0 . 0 2 .427 0 .423 Vel �= 7 . 24 0 . 0 -------- -- ----� 19 . 50 12 . 548 6{ Factor = 5 . 50 D002 19 . 50 1 . 049 1 T 3 . 56H 1 . 000 12 . 125 K Factor = 5 . 60 to 100 0 . 0 3 . 568 0 . 0 EQ02 19 . 5 0 . 1-7�0 0 . 0 4 . 568 0 . 795 Vel = 7 . 24 0 . 0 . ----- -- --- - - - 19 . 50 12 . 920 K Factor = 5 .43 D003 14 . 85 1 . 09 1 T 6 . 026 1 . 000 12 . 501 K Factor = 4 . 20 to 120 0 . 0 6 . 026 0 . 0 EQ03 14 . 85 0 . 0623 0 . 0 7 . 026 0 . 438 Vel = 5 . 11 0 . 0 ----- -- --- 14 . 85 12 . 939 K Facfor = 4 . 13 *P-6 ---- - - --- 136 -59 . 06 1 .425 2T 14 . 03 50 . 620 29 . 579 to 120 0 . 0 14 . 030 0 . 0 128 -59 . 06 -0 . 2170 0 . 0 64 . 650 - 14 . 030 Vel = 11 . 88 0 . 0 ------- -- -- --- -59 . 06 15 . 549 K Facfor = - 14 . 98 -- - -_ _ . _. _--- --- - -- -- - - * P-9 _..-- _ _- --- ------ - - -- --- -- --- --- ___- -- - - - 134 21 .45 1 . 049 0 . 0 10 . 500 15 . 189 K Factor @ node EQ01 to 100 0 . 0 0 . 0 0 . 0 135 21 .45 0 . 2076 0 . 0 10 . 500 2 . 180 Vel = 7 . 96 ---- - -- . __ __ ------ ---- --- --- 135 22 . 61 1 . 049 1 T 3 . 568 10 . 500 17 . 369 K Facfor @ node EQ02 to 100 0 . 0 3 . 568 -0 . 866 114 44 . 06 0 . 7862 0 . 0 14 . 068 11 . 060 Vel = 16 . 36 0 . 0 ----- -- - ---- 44� . 06 27 . 563 K �actor = 8 . 39 _ __---- ---- k �4 � � . _ -_' 132 21 . 63 1 . 049 0 . 0 10 . 500 15 .438 K �actor @ node EQ01 to 100 0 . 0 0 . 0 0 . 0 133 21 . 63 0 .210� 0 . 0 10 . 500 2 . 213 Vel = 8 . 03 133 22 . 79 1 . 049 1T 3 . 568 10 . 500 17 . 651 K Facfor @ node EQ02 to 100 0 . 0 3 . 568 -0 . 866 117 44 .42 0 . 7980 0 . 0 14 . 068 11 .226 Vel = 16 .49 0 . 0 44 .42 28 . 011 K Factor = 8 . 39 * P 15 --- ---- - * 131 136 59 . 06 1 .425 2E 7 . 015 75 . 410 29 . 579 to 120 1 T 7 . 015 14 . 030 0 . 0 118 59 . 06 0 . 2170 0 . 0 89 .440 19 .409 Vel = 11 . 88 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 � inal C � I �ul �ti � n � v �t� � dard FIRE PROI"�CTIUN , INC . {'age 6 VAIL LODGc TOWER Date 083106 Hyd . Qa Dia . Fiftirrg 6' ipe Pt Pt F2ef. "C" or Ftng's Pe f'v **�"**** �lotes '"**��`* F'oint Q� Pf/Ffi Eqv . Ln . Total Pf Pn _ __ _ _ _ __ __ ------ -__ _------- --- __ . 0 . 0 59 . 06 48 . 988 K Facfor = 8 .44 - ----_ __----____ --- * P- 18 -- -- -- -- __ _._ __- --- * 127 128 -59 . 06 1 .425 0 . 0 4 . 330 15 . 549 to 120 0 . 0 0 . 0 0 . 0 � 129 -59 . 06 -0 . 2169 0 . 0 4 . 330 -0 . 939 Vel = 11 . 88 129 0 . 0 1 .425 1 � 3 . 507 5 . 870 14 .610 to 120 0 . 0 3 . 507 0 . 866 130 -59 . 06 -0 . 2170 0 . 0 9 . 377 -2 . 035 Vel = 11 . 88 130 15 .40 1 .425 0 . 0 3 . 120 13 .441 K Factor = 4 . 20 fo 120 0 . 0 0 . 0 -0 . 866 101 -43 . 66 -0 . 1240 0 . 0 3 . 120 -0 . 387 Vel = 8 . 78 ---- --------- __ _ - _ -- -_ __.. 0 . 0 -43 . 66 12 . 188 K Factor - - 12 . 51 - -- - -___ . * P-21 126 14 . 88 1 . 09 1T 6 . 026 2 . 000 12 . 552 K Factor = 4 . 20 to 120 0 . 0 6 . 026 -0 . 866 101 14 . 88 0 . 0625 0 . 0 8 . 026 0 . 502 Vei = 5 . 12 0 . 0 - --- --- 14 . 88 12 . 188 K Factor = 426 - __ ..-- ------ * P-24 -_-- - -- 125 14 . 89 1 . 09 1 T 6 . 026 1 . 000 12 . 562 K Factor = 4� . 20 to 120 0 . 0 6 . 026 -0 . 866 103 14 . 89 0 . 0625 0 . 0 7 . 026 0 .439 Vel = 5 . 12 0 . 0 14 . 89 12 . 135 K 1=acfor = 4 . 27 * P 27 ------ -- - --- --- -- 124 1 � . 85 1 . 09 1 T 6 . 026 2 . 000 12 . 501 K Facfor == 4 .20 to 120 0 . 0 6 . 026 �0 . 866 103 14 . 85 0 . 0623 0 . 0 8 . 026 0 . 500 Vel m 5 . 11 0 . 0 14 . 85 12 . 135 K Factnr = 4 .26 ---- - * P 30 --- __ - - 123 15 . 04 1 . 09 1T 6 . 026 1 . 000 12 .822 K Factor = 4 .20 fo 120 0 . 0 6 . 026 -0 .866 104 15 . 04 0 . 0638 0 . 0 7 . 026 0 .448 Vel = 5 . 17 ---- 0 . 0 - ------ 15 . 04 12 .404 K Factor = 4 . 27 * P-33 122 15 . 00 1 . 09 1 T 6 . 026 2 . 000 12 . 761 K Factor = 4 . 20 to 120 0 . 0 6 . 026 -0 . 866 104 15 . 0 0 . 0634 0 . 0 8 . 026 0 . 509 Vel = 5 . 16 ------- 0 . 0 - _------ - Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Frn � l C � Iculation � - �tand � rd FIRE P �OTECTION , INC . Page 7 VAIL LODGE TOWER Date 083106 Hyd . Qa Dia . Fififing Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ***�*�� Notes �***** Point Qt Pf/Ff Eqv. Ln . Total Pf Pn 15 . 00 12 .404 K Factor = 4 . 26 * P 36 - - - ----- ---------- -. _ ---- 120 23 . 82 2 . 067 2T 14 .274 8 . 910 45 . 127 to 100 0 . 0 14 .274 0 . 0 121 23 . 82 0 . 0093 0 . 0 23 . 1 $4 0 . 215 Vel = 2 . 28 121 0 . 0 1 . 38 3E 6 .423 51 . 120 45 . 342 �0 100 2� 8 . 564 14 .987 0 . 0 107 23 .82 0 . 0663 0 . 0 66 . 107 4 . 381 VeI = 5 . 11 0 . 0 ----- -- - _ 23 . 82 49 . 723 K Factor = 3 . 38 * P-39 --- ---- 105 -51 .60 1 . 61 0 . 0 41 . 950 33 . 046 to 100 0 . 0 0 .0 0 . 0 114 -51 .6 -0 . 1307 0 . 0 41 .950 -5 .483 Vel = 8 . 13 114 44 . 07 1 . 61 0 . 0 2 .000 27 . 563 to 100 0 . 0 0 .0 0 . 866 115 -7 . 53 -0 . 0035 0 . 0 2 .000 -0 . 007 Vel = 1 . 19 115 28 . 92 1 .61 0 . 0 8 .000 28 .422 K Factor @ node EQ02 to 100 0 . 0 0 .0 0 . 0 116 21 . 39 0 . 0256 0 . 0 8 .000 0 .205 Vel = 3 . 37 116 29 .03 1 .61 0 . 0 2 .000 28 . 627 K Factor @ node EQ02 to 100 0 . 0 0 .0 -0 . 866 117 50 .42 0 . 1250 0 . 0 2 . 000 0 . 250 Vel = 7 . 95 117 44 .42 1 . 61 0 . 0 22.000 28 . 011 to 100 0 . 0 0 .0 0 . 866 155 94 . 84 0 .4030 0 . 0 22 .000 8 . 867 Vel = 14 . 95 155 0 . 0 1 . 61 0 . 0 8. 000 37 . 744 Yo 100 0 . 0 0 .0 0 . 0 157 94 . 8� 0 .4030 0 . 0 8.000 3 . 22� Ve� = 14 . 95 157 0 . 0 1 .61 0 . 0 8 . 000 40 . 968 to 100 0 . 0 0. 0 0 . 0 158 94 . 84 0 .4030 0 . 0 8. 000 3 .224 Vel = 14 . 95 158 0 . 0 1 .61 0 . 0 8 .000 44 . 192 to 100 0 . 0 0 .0 0 . 0 161 94 . 84 0 .4030 0 . 0 8 .000 3 .224 Vel = 14 . 95 ----- ----- - -- -- 161 0 . 0 1 . 61 0 . 0 6. 083 47 .416 to 100 0 . 0 0.0 0 . 0 500 94 . 84 0 .4029 0 . 0 6. 083 2 .451 Vel = 14 . 95 500 -96 . 78 1 .61 0 . 0 44 .333 49 . 867 to 100 0 . 0 0.0 -0 . 866 118 - 1 . 94 -0 . 0003 0 . 0 44 . 333 -0 . 013 Vel - 0 . 31 118 59 . 06 2 . 067 0 . 0 5 .580 48 . 988 to 100 0 . 0 0 .0 0 . 866 146 57 . 12 0 . 0466 0 . 0 5 . 580 0 .260 Vel = 5 .46 146 0 . 0 2 . 067 1 T 7 . 137 1 .750 50 . 114 to 100 0 . 0 7. 137 -0 . 866 119 57 . 12 0 . 0468 0 . 0 8 .887 0 .416 Vel = 5 . 46 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Fir� � l C � Iculatia �� - �t� nd � rd FIRE PROT�CTION , INC . Page 8 VAIL LODGE 70W� R Date 0�3106 Hyd . Qa Dia . �'itting F' ipe I't Pf FZef. "C" or Ftng'� Pe Pv **��`�*� Notes *��*�* Point Qt Pf/Ft �qv. Ln . Total F'f Pn 119 0 . 0 2 . 067 1 � 3 . 568 62 . 250 49 . 664 fo 100 0 . 0 3 . 56� 0 . 0 . _ 501 57_12 0 . 046 0 . 0 65 . 818 3 . 075 Vel = 5 .46 -_..___ - - --- - - - - -.__.._-- --- 501 96 . 78 2 . 067 1 T 7 . 137 22 . 000 52 . 739 fo 10Q 0 . 0 7 . 137 0 . 0 108 153 . 9 0 . 2923 0 . 0 29 . 137 8 . 516 Vel = 14 . 71 - - ---... __ ---- 0 . 0 -- _ 153 . 90 61 . 255 K Factor � 19 . 66 * P-42 __- - -- --- -- - --- - - 500 96 . 78 2 . 124 2E 11 .417 14 . 000 49 . 867 to 120 2T 22 . 833 34 .250 -0 . 866 501 96 . 78 0 . 0775 0 . 0 48 . 250 3 . 738 Vel � 8 . 76 0 . 0 - ----- - -- 96 . 7$ _ 52 . 739 K Factor = 13 . 33 - -- _ _ �` P-45 -_.._ --- ---- --- --- - --- - -- --- 100 14 . 86 1 . 09 1 T 6 . 026 2 . 700 12 . 510 K Factor = 4 . 20 to 120 0 . 0 6 . 026 -0 . 866 101 14 . 86 0 . 0623 0 . 0 8 . 726 0 . 544 Vel = 5 . 11 101 -28 . 79 1 .425 ---- -- 0 . 0 3 . 580 - -- 12 . 188 - -- -- - to 120 0 . 0 0 . 0 0 . 866 102 - 13 . 93 __ -0 . 0151 0 . 0 3 . 580 -0 . 054 Vel = 2 . 80 102 14 . 89 1 .425 0 . 0 5 . 290 13 . 000 K Factor @ node EQ03 to 120 0 . 0 0 . 0 -0 . 866 103 0 . 96 0 . 0002 0 . 0 5 .290 0 . 001 Vel = 0 . 19 - --- - -_ ___ _ --- --- _ 103 29 . 73 1 . 425 0 . 0 4 . 160 12 . 135 to 120 0 . 0 0 . 0 0 . 0 104 30 . 69 0 . 06�7 0 . 0 4 . 160 0 . 269 Vel = 6 . 17 104 30 . 05 1 . 425 2T 14 . 03 76 . 290 12 .404 to 120 0 . 0 14 . 030 0 . 0 105 60 . 74 0 . 2285 0 . 0 90 . 320 20 . 642 Vel = 12 .22 105 51 . 59 1 . 61 2E 5 . 71 2 . 540 33 . 046 �0 100 0 . 0 5 . 710 0 . 0 106 112 . 33 0 . 5513 0 . 0 8 .250 4 . 548 Vel = 17 . 70 - --- - - ----- _ 106 0 . 0 2 . 067 2E 7 . 137 31 . 870 37 . 594 fo 100 1 T 7 . 137 14 . 274 0 . 0 120 112 . 33 0 . 1632 0 . 0 46 . 144 7 . 533 Vel = 10 . 74 120 -23 . 82 2 . 067 0 . 0 43 . 750 45 . 127 to 100 0 . 0 0 . 0 0 . 0 _ 107 _ 88 . 51___ _ 0 . 1051 __ 0 . 0 43 . 750 4 . 596 Vel = 8 .46 107 23 . 82 2 . 067 1 T 7 . 137 63 . 500 49 . 723 to 100 0 . 0 7 . 137 0 . 0 108 112 . 33 0 . 1633 0 . 0 70 .637 11 . 532 Ve1 = 10 . 74 108 153 . 90 2 . 067 0 . 0 8 . 000 61 . 255 to 100 0 . 0 0 . 0 0 . 0 113 266 .23 0 . 8056 0 . 0 8 . 000 6 . 445 Vel = 25 .45 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Fie1 � l C � Iculatior� s - Standard � i � � PRO�� crioN , i � c . pag� 9 VAIL LODGE TOW� R Date 083106 I� yd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****�* Not�s '�***** Point Qt Pf/�t Eqv . Ln . Total Pf Pn 113 0 . 0 2 . 067 2T 14 .274 1 . 500 67 . 700 fio 100 0 . 0 14 . 274 0 . 0 109 266 . 23 0 . 8057 0 . 0 15 . 774 12 . 709 Vel = 25 . 45 109 0 . 0 2 . 067 1 E 3 . 568 2 . 910 80 .409 to 100 0 . 0 3 . 568 Q . 0 110 266 . 23 0 . 8056 0 . 0 6 .478 5 .219 Vel = 25 .45 ----- ----- - -- -_ _ - 110 0 . 0 2 . 067 1 T 7 . 137 2 . 000 85 . 628 to 100 0 . 0 7 . 137 0 . 0 111 266 . 23 0 . 8057 0 . 0 9 . 137 7 . 362 Vel � 25 .45 111 0 . 0 4 . 026 2E 14 .274 27 . 080 92 . 990 to 100 1 T 14 .274 28 . 548 0 . 0 112 266 . 23 0 . 0313 0 . 0 55 . 628 1 . 743 Vel = 6 . °71 -- - - -----.. 112 0 . 0 4 . 026 2E 14 .274 27 . 080 94 . 733 to 100 1 T 14 .274 28 . 548 5 . 197 TOR 266 . 23 0 . 0314 0 . 0 55 . 628 1 . 744 Vel = 6 . 71 - _ _-- --- - - - TOR 0 . 0 6 . 065 1 �fd 0 . 0 36 . 040 101 .674 to 100 6E 59 . 951 81 . 362 10 .648 * Fixed loss = 10 . 648 BOR 266 .23 0 . 0043 1T 21 .411 117 .402 0 . 501 Vei = 2 . 96 BOR 100 . 00 6 . 16 1 E 20 . 084 100 . 000 112 . 823 Qa = 100 to 140 1 G 4 . 304 67 .425 0 . 0 TEST 366 . 23 0 . 0038 1 T 43 .037 167 .425 0 . 640 Vei = 3 . 94 150 . 00 Qa = 150 . 00 516 . 23 113 .463 K Factor = 48 . 46 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 g . . � � � � c� � � � � � `� " � n � � � . °-' � �° � `� � . � � � �, J a � � � � �.. � � . ., � . � � , � � ✓ .� �° Q � v � � � � � .� � � � � u a `� q � � t�., '� � . � a�. .y � � � �� �I � � � � � � � 'a � � � � � I �. � �: " `" "� w' � � °� � O ,� µ '� � � � � .8 J . w U r- .Ea .Y � (� we „ y v� � � � • � � � � � � � � � .� � � � � � � � � � v -t» . °� � �` . e.. � � � � � � � � � � � � � .� � r - � .� ��. "'� � w . � � � � � r .� � � � � � � � , � '� � � s � '-�� .� ' :� � � a � � � :.. . :� � r :.� �'° .� � � � � �' a, � '� � � � v � P.1. ,J � :•1 -da � I7Y � � � k. M� � "°' !p�' . o "� . 0 � �i S,, f v "� .� � � 4� � � 'J µ. � � � u � '' -' = ` -� U �i � v .. � u � . �, 'S ,.,��. � .� � � � `.�' e. . � �� y � � J � �� .:t «„ �, . _; . ��' �. :e � ,q w � �n C3 . � �. Cd. _ � °e ;, `-� (.., � 1ft _ _ _ �ire F'r�tec�ion bg� �om�ec8ter D�segr� �IRE PF20TECTION , INC . 4981 E . 39TH AVE DENV�R , CO 80207 303-399-1366 Job fVarr�e : VAIL LODG � l"OW�R Building : SOl�7�H LODG� AT VAIL Location : 200 VAIL RD. VAIL, COLORA[�O Systet�n : f��M�TE AF� EA 2 Contract : �-06-022 Data �il� : Vail l_odge Tower 2 R .�rxf Comp�tter F���c��rams by Hydratec Inc. Ro«te 1 �! � Windham N. H. tJSA 03087 . . i , �. . . . . . > . . . . . . ' { r � .� . . � . . . . . . . . d. �O E:t OF�tS TA �ORRE OT�S �t0 � . , � , ; � � RE.9�C'iE� C3 REYtS� REStJ�M�T �.3 . , , � � � �11St�A�' SPEClFiED t3EM � , . . �3-1E��G iS 03�1LY C3EHV COt�SFOR CE T�IE DESlGi�3 . CO�CEPT OF 3�--lE PRO,HEC'f �7� C�EP�BE COA�iPl9APVCE WiTH THE , . l�iFORAAA7'10h! GNEP� 1i�9 TFiE C08�P'iRA�'T flOClJR�1Et�1TS. ANY A�TIOi� S3�0�/i�t IS SU61EC3 TO T4�3E REQUIRER��S Of 7HE Pl.ANS AND � SPcCeFiCATIONS. CONiRAC:TOR !S RESPOYVSI�IE FOR: DlMENS{OiVS, ' � ' � WFiiCH SHdaLL 6E CON�3RAAED AND CORRELATED ATi'1-1E30B SiTE: . � - ^ FABRiCATiUN PROCESSES APVl3 '�EQiP�Bl�UES OF C08VSTRl9CT�08� - , COORDii�1ATiON OF THE VVORK V�)Tt� 3�T Of �1! OTtiER TR�E�; �,#� D T�9E 5�43]SfACTflRY PERf�R CE OF '�'}�!E VVO . . , . �1 , {; ca ,��o� 'ora�l co � ° � �� ' � . , . p � , � , � >. � ; gqpy �/'�] /g � � . S „ � : : i 8oe98 � / M/ 8 �9J . � 4 ,'a � . n . � . i .�:. �� J1 '. . . `.� ' '� , 8 FIRE F' ROI�ECTION , INC . F'ag� 1 VAIL LODG� TOWER Date 083106 Hydraulic Desiqn Information Sheet Name - VAIL LODGE TOWER Date - 08 - 31 - 06 Location - 200 VAIL RDo VAIL , COLORADO Building - SOUTH LODGE AT VAIL System No , - REMOT � AREA 2 Contract.or - HYDER CONSTRUCTION Contract No > - M- 06 - 022 Calculated By - HU� PHAN Drawing No , - FP - 2 of 2 Construction : ( X ) Combustible ( ) Non - Combustible Ceiling Height - 10 ' - 0 " Occupancy - ORDINARY HAZARD S ( X ) NFPA 13 ( ) Lt , Haz4 Ord , HazeGpe ( X ) 1 ( ) 2 ( ) 3 ( ) Ex , Haza Y ( ) NrPA 231 ( ) N �' PA 231C ( ) E' igure Curve S Other ' T Specific Ruling Made By Date E ' M Area of Sprinkler Operation - 972 System Type Sprinkler / Nozzle Density - 0 . 15 ( X ) Wet Make VITCING D Area Per Sprinkler - 99 ( ) Dry Model E Elevation at Highest Outlet - 10 ' - 0 " ( ) Deluge Size 1 / 2 S Hose Allowance - Inside - 100 ( ) Preaction K- Factor 4e2 I Rack Sprinkler A]. lowance - ( ) Other TempeRat , l55 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 5330054 Press Required - 109 . 728 Summary C - Factor Used : 120 Overhead 140 Underground W Water Flow Test : Pump Datao Tank or Reservoir : A Date of Test - 8 - 2 - 06 Capa - T Time of Test - Rated Cap . - Elev . - E Static Press - 117 @ Press - R Residual Press - 109 . 8 Elevo - Well Flow - ? 445a3 Proof Flow S Elevation - U P Location - ON SIT � P L Source of Information - VAIL FIRE DEPARTMENT Y ORTGINAL TEST REDUCED BX 10 % I'OR SAFETY MARGIN C Commodity Class Location O Storage Ht , Area Aisle Wo M Storage Methode Solid Piled % Palletized % Rack M ( ) Single Row ( ) Convene Pallet ( ) Autoe Storage ( ) � ncapa S R ( ) Double Row ( ) S1ave Pallet ( ) So1id Shelf ( ) Non T A ( ) Multe Row ( ) Open Shelf O C R K L•'lue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : Compufer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 VVater Supply Ca� nie (G ) � IRE PROTECTION , INC . p�9 � 2 1/AIL LODGE TOWER Dafie 083106 City Water Suppl� y: p����� � C1 - Static Pressure : 117 D1 - Elevatior� : 4� . 331 C2 - Residual Press� re : � 09 . 8 C?2 - Systern Flovv : 283 . 054 C2 - Residual FEow : 24�5 . 3 D2 - System Press� re : 109 . 72� FIQS@ ( P�dj Clty } : f� ose ( �etnand } : 25Q �3 - Sys�ert� Demand : 533 . 054 Safety Margin : 6 . 842 150 140 130 p 120 � C2 R 110 � 100 S 90 S 80 U 70 . R 60 E 50 40 30 20 10 300 600 9Q0 12QQ 150� 1800 2100 2400 270� F ��llV ( � ^ 1 . 85 ) Comptater Programs by Nydratec { nc. Route 111 Windham � . H . USR 03087 Fittings tJsed Surrarz� ar� � � IRE PROTECTiOf� , { NC . �age 3 VAIL LODGE l"OWER �a�e 0�3106 Fitting Legend Abbrev. Name '/ '/ � 1 '/g 1 Y2 2 2,/z 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 bQ 61 G Generic Gate Valve 0 0 0 0 0 9 1 1 1 2 2 3 4 5 6 7 8 10 � 1 13 T 90' Flow Thru Tee 3 4 5 6 8 10 '! 2 15 17 20 25 30 35 50 6Q 71 81 91 101 121 Zfd Febco 860 Fifting generates a Fixed Loss Based on Flow Cor�ap�ter Programs by Hy�r�tec inc. Roufie 111 Windham N . Ei . USA 03087 � r��sur� > �- iow � � rr� rr� � ry � � i �� �� rcu FIRE PRC�7EC`�ION , IN � . F'age � VAIL LOC7(3 � �TOW�R Date 083106 (Vode Eleva4ion K-Fact Pt Pn 1=1ow Density Area Press No. _ _ _ _ Actuai ____ Actual ___ ___ _ Req . __ D101 92 .0 5.6 9.65 na 17.4 0. 15 116 7 .0 D102 12.0 5.6 9.65 na 17.4 0 . 15 116 7.0 168 10.0 4.2 18.II5 na 18.23 0. 15 120 7. 0 167 10.0 4.2 18.45 na 18.04 0. 15 120 7. 0 166 10.0 4.2 18.37 na 18.0 0. 15 120 7 .0 165 10.0 4.2 18.3H na 18.01 0. 15 120 7.0 156 10.0 K = K@ EQ01 21 . 12 na 24.92 159 10.0 K = K@ EQ02 13.38 na 20. 13 160 90.0 6C = f{ @ EQ01 15.32 na 21 .22 163 10.0 K = K@ �Q02 15.51 na 21 .67 162 10.0 K = K@ EQ09 17.73 na 22.83 118 12.0 34.52 na 136 12.0 20.31 na 204 12 .0 18.68 na 205 92.0 � 8.27 na . 206 12.0 18. 19 na 207 12.0 18.2 na 120 12.0 42.2 na 121 12.0 42.35 na 105 12.0 33.99 na 114 12.0 28.52 na 115 10.0 29. 13 na 116 10.0 28. 1 na 117 12.0 26.98 na 155 10.0 K = K@ EQ01 25.02 na 27. 12 201 12.0 24. 11 na 157 10.0 K = K@ EQ01 24.98 na 27. 1 202 12.Q 24.28 na 158 10.0 K = K@ EQ01 26.05 na 27.67 203 12.0 28. 13 na 161 10.0 29.84 na 500 10.0 34.98 na 146 10.0 36.41 na 119 12.0 36.92 na 501 12.0 40.51 na 164 10.0 4.2 18.59 na 1II. 11 0. 15 120 7.0 200 12.0 18.41 na 128 12.0 20.94 na 129 12.0 21 .41 na 13� 10.0 23.28 na 101 12.0 22.75 na 102 10.0 24.01 na 103 12.0 23.71 na 104 12 .0 24. 16 na 106 12.0 37.03 na 107 12 .Q 45.35 na 10II 12 .0 53.26 na 113 12.0 60.48 na 109 12. 0 74.71 na 110 12.0 80.56 na 111 12.0 88.8 na 112 12.0 90.76 na 70R 0.0 97 .91 na BOR 0.0 109.03 na 100.0 7EST 0.0 109.73 na 150.0 The maximum velacity is 27 . 06 and ifi occurs in the pipe betwe�n nodes 108 and 113 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 r� ir7ai L. � icc� iatic� ns - r� az�nmvvnn� m� �' If� � PROT�CTION , IRlC . Page 5 VAIL LODG � �COWER Date 08310� Hyd . C�a Di� . Fittirrg �'ip� f't Pf ��f. �vG. ie Oi' ��Yl(� �S �� �V *x*�r��,r �O�E.'� ,:�a�,r�,r POlnt Qt Pf/F$ EqV. Ln . Tofial P� Pn f� 101 17 .40 1 . 049 1 �° 3 . 568 1 . 000 9 .654 K Factor = 5 . 60 to 100 0 . 0 3 . 568 0 . 0 EQ01 17 .4 0 . 1410 0. 0 4 . 568 0 . 644 Vel � 6 .46 0 . 0 17 .40 10 .298 K Factor � 5 .42 D102 1 I .40 1 . 049 1 � 1 .427 1 . 000 9 .654 K F�ctor = 5 . 60 to 100 0 .0 1 .427 0 . 0 � Q02 17 .4 0 . 1409 0 . 0 2 .427 0 . 342 Vel = 6 .46 0 . 0 ___ 17 .40 9 . 996 K Factor = 5 . 50 *P 6 - - ----- 168 18 . 23 1 . Q�9 1T 3 . 56$ 1 . 000 18 . $48 K Factor = 4 . 20 to 100 0 . 0 3 . 568 -0 . 866 204 18 . 23 0 . 1537 0 . 0 � . 568 0 . 702 Vel = 6 . 77 O . Q - --- - --- ----- 18 . 23 18 . 684 K Facfor = 4 . 22 *p_g 167 18 . 04 1 . 049 1T 3 . 568 1 . 000 18 . 451 K Factor = 4 .20 to 100 0 . 0 3 . 568 -0 . 866 205 18 . 04 0. 1506 0. 0 4. 568 0 .688 Vel = 6 . 70 0 . 0 18 . 04 1 $ . 273 K Factor = 4 . 22 * P� 12 - - 166 18 . 00 1 . 049 1 T 3 . 568 1 . 000 18 . 367 K Factor = 4 . 20 to 100 0 . 0 3 . 568 -0 . 866 206 18 . 0 0 . 1500 0 . 0 4 . 56$ 0 . 685 Vel w 6 .68 0 . 0 - - 18 . 00 18 . 186 K Factor � 4 . 22 * P- 15 165 1 � . 00 1 . 049 1 T 3 . 568 1 . 000 18 . 378 �C Factor e 4 .20 to 100 0 . 0 3 . 568 -0 . 866 20� 18 . 0 0 . 1500 0 . 0 � . 568 0 .685 Vel = 6 .68 0 . 0 18 . 00 1 � . 197 K Factor � 4 . 22 * �m � � -. _._. --- - ------ 156 24 . 92 1 . 049 1 �T 3 . 568 10 . 500 21 . 124 K Factor @ node EQ01 to 100 0 . 0 3 . 568 -0 . 866 201 2� . 92 0 .2739 0 . 0 14 . 068 3 . 853 Vel = 9 . 25 0 . 0 --- - - 24 . 92 24 . 111 K Facfior = 5 . 08 *P-21 159 20 . 13 1 . 049 0 . 0 10 . 500 13 . 378 K Factor @ node EQ02 to 100 0. 0 0 . 0 0 . 0 160 20 . 13 0 . 1845 0 . 0 10 . 500 1 . 937 Vel = 7 .47 Computer Programs by Hydratec Inc. Route 111 Windham N . H. USA 03087 � ir� � l C � I�ul �tic� n� - �tand � rd FIF2E PRO`fECT10N , INC . Page 6 VAIL LUDG � �OW� f� Date 083106 Hyd . (.�� L�ia . Fitfi�rg F' ipe f't �'t ��f. n�i�v Oi" �'CI1C�`� �� �V ,r��x��� ��t�5 �xxx�� �'oint (�t Pf/Ft Eqv. Ln . �fofal Pf �n 160 21 .2� 1 . 049 1 �" 3 . 568 10 . 500 15 . 315 K i=acfor @ node �Q01 to 100 0 . 0 3 . 568 -0 . 865 202 41 . 35 0 . 6989 O . p 14 . 068 9 . 832 Vel = 15 . 35 0 .0 41 . 35 24 . 281 K Factor = 8 . 39 "P 24 - -- 163 21 .67 1 . 049 ` 0 . 0 10 . 500 15 . 508 K Factor @ node EQ02 to 100 0 . 0 0 . 0 0 . 0 162 21 .67 0 .2115 0. 0 10 . 500 2 . 221 Vel = 8 . 04 162 22 .83 1 .049 1 T 3 . 568 10 . 500 17 . 729 K Factor a� node �Q01 to 100 0 . 0 3 . 568 -0 . 866 203 44 . 5 0 . 8008 0 . 0 14 . 068 11 .265 Vel = 16 . 52 0 . 0 44 . 50 28 . 128 K Factor = 8 . 39 * P-27 '� P-30 118 -49 . 89 1 .425 2E 7 . 015 75 .410 34 . 518 to 120 1 T 7 . 015 14 . 030 0 . 0 136 -49 . 89 -0 . 1588 0 . 0 89 .440 - 14 .206 Vel = 10 . 04 136 0. 0 1 .425 0. 0 10 .250 20 . 312 #0 120 0 . 0 0 . 0 0 . 0 204 -�9 . 89 -0 . 1588 0 . 0 10 . 250 -1 .628 Vei = 10 . 04 204 18 . 23 1 .425 0. 0 6 . 000 18 . 684 to 120 0 . 0 0 . 0 0 . 0 205 -31 .66 -0 . 0685 0 . 0 6 . 000 -0 .� 11 Vel = 6 . 37 205 18 .04 1 .425 0 .0 6 . 000 18 .273 to 120 0 . 0 0 . 0 0 . 0 206 - 13 .62 -0 . 0145 0 . 0 6 . 000 -0 . 0�7 Vel � 2 . 74 206 18 . 00 1 .425 0 . 0 6 . 000 1 � . 186 to 120 0 . 0 0 . 0 0 . 0 207 �4 . 38 0 . 0018 0 . 0 6 . 000 0 . 011 Vei = 0 . 88 207 18 . 01 1 .425 0 . 0 6 . 000 18 . 197 to 120 0 . 0 0 . 0 0 . 0 200 22 . 39 0 . 0362 0 . 0 6 . 000 0 .217 Vel � 4 . 50 0 . 0 22 . 39 18 .414 K Factor = 5 . 22 * P 33 -- - - *P-36 - � ---- -- -- 120 19 .43 2 . 067 2T 14 . 274 8 . 910 42 . 198 to 100 0 . 0 14 . 274 0 . 0 121 19 .43 0 . 0064 0 . 0 23 . 184 0 . 148 Vel � 1 . 86 12 � Q . Q 1 . 38 3 � 6 .423 51 . 12Q 42 . 346 40 100 2T 8 . 564 14 . 987 0. 0 107 19 .43 0 . 0454 0 . 0 66 . 107 3 . 004 Vel = 4 . 1 � Computer Programs by Hydratec Inc. Roufie 111 Windham N . H . USA 03087 r� inai �; aicuiaif�n� p ��anaara , � IF2 � PRO`f��C�flO�l , INC . �'age 7 VAIL LO �G � TOWER l�at� 083106 Hyd . Qa Dia . Fitting Pipe Pt �'t F�ef. ��C�� or Ftng 's f'e Pv *k**�*� Notes �`�***� Point Qt Pf/Ff Cqv . Ln . Total Pf Pn 0 .0 __ ---- --- 19 .43 45 . 350 K Factor = 2 . �9 * ��39 --- - 105 -51 . 13� 1 .61 0.0 41 . 950 33 . 912 to 100 0 . 0 0 . 0 0 . 0 114 -v1 . 13 -0 . 1285 0 .{? 41 . 950 -5 . 390 Vel = 8 . 06 114 0 .0 1 . 6 '9 0 .0 2 . 000 28 . 522 to � 100 0. 0 0 . 0 0 . 866 115 -51 : 13 -0 . 1285 0 . 0 2 . 000 -0 . 257 Vel = 8 . 06 115 0 .0 1 . 61 0 . 0 8 . 000 29 . 131 to 100 0 . 0 0 . 0 0 . 0 116 -51 . 13 -0 . 1285 0.0 8 . 000 - 1 . 028 Vel � 8 . 06 116 0 .0 1 .61 0.0 2 . 000 28 . 103 to 100 0.0 0 . 0 -0 . 866 117 -51 . 13 -0 . 1285 0.0 2 . 000 -0 .257 Vel m 8 . 06 117 0 .0 1 .61 0.0 22 . 000 26 . 980 fn 100 0. 0 0 . 0 0 . 866 155 -51 . 13 -0 . 1285 0.0 22 . 000 -2 . 826 Vel = 8 . 06 155 27 . 13 1 . 61 0 .0 1 . 330 25 . 020 K Factor @ node EQ01 to 100 0.0 0 . 0 -0 . �66 201 -24 .0 -0 . 0323 0 .0 1 . 330 -0 . 043 Vel = 3 . 78 201 2�.92 1 .61 0 .0 6 . 660 24 . 111 to 100 0.0 0 . 0 0 . 866 157 0. 92 0 . 0002 0. 0 6 . 660 0 . 001 Vel = 0 . 14 157 27 . 10 1 . 61 0.0 4 . 000 24 . 978 K Factor @ node �Q01 to 100 0 .0 0 . 0 -0. 866 202 2�.02 0 . 0422 0. 0 4 . 000 0 . 169 V�I = 4 .�2 202 ^ 41 . 34 1 .61 0.0 �4 . 000 24 . 281 to 100 0.0 0 . 0 0. 866 15II 69 . 3� 0.2260 0. 0 � . 000 0 . 904 Vel - 10 . 93 15II 27.68 1 . 61 0. 0 7 . 000 26 . 051 K ��ctor � nod� �Q01 to 100 0 .0 0 . 0 -0 . 866 203 9`7.04 0 .4204 0.0 7 . 000 2 . 943 Vel = 15 . 29 203 44 . 50 1 . 61 0. 0 1 . 000 28 . 128 to 100 0.0 0 . 0 0 . 866 161 141 ,54 0 . 8450 0.0 1 . 000 0 . 845 Vel = 22 . 31 161 0 .0 1 .61 0.0 6 . 083 29 . �39 to 100 0 .0 0 . 0 0 . 0 500 141 .54 0 . 8455 0.0 6 . 083 5 . 143 Vel = 22 . 31 500 - 129. 34 1 . 61 0. 0 44 . 333 34 . 9$2 to 100 0 . 0 0 . 0 -0 . 866 118 12 .2 0 . 0091 0 .0 44 . 333 0 . 402 Vel = 1 . 92 118 49 . 89 1 . 61 0. 0 5 . 580 34 . 518 to 100 0 . 0 0 . 0 0 . 866 146 62 .09 0 . 1841 0 .0 5 . 580 1 . 027 Vel = 9 . 78 Computer Programs by Hydratec Inc. FZoute 111 Windham N . H . USA 03087 t`" Irl °eil l.� e� IClllc`7ilOf7 � - �Te`� C1Q � fC] . FIf� E PR�T� CI` � ol� , I �IC . f�agE: 8 VAIL LODGE TOW� f2 Date 0�3106 Hyd . Q� Di� . �itfing Pipe Pt Pt I�ef. ,��o� or Ftng's P� Pv ������� N�t�s ������ Point Qt I�f/Ff �qv. Ln . Total Pf Pn 146 0 . 0 1 . 61 1 T 5 . 71 1 . 750 36 .411 ' to 100 0 . 0 5 . 710 �-0 . 866 119 _ _ 62 . 09 0 . 18�0 0 . 0 7 . 460 1 . 373 Vel = 9 . 7II . 119 0 . 0 2 . 067 1 E 3 . 568 62 . 250 36 . 918 to 100 0 . 0 3 . 56II 0 . 0 501 62 . 09 0 . 0545 0 . 0 65 . 818 3 . 589 � Vel = 5 . 94 501 129 . 34 2 . 067 17 7 . 137 22 . 000 40 . 507 to 100 0. 0 ' 7 . 137 0 . 0 108 _ _ 191 .43 0 .�37I 0 . 0 29 . 137 12 . 753 Vel = 18 . 30 0 . 0 -- - - -- 191 .43 53 . 260 K Factor = 26 . 23 � P-42 - -------- - 500 129 . 34 2 . 124 2 � 11 .417 14 . 000 34 . 982 to 120 ZT" 22 . 833 34 . 250 -0 . 866 501 129 . 34 0 . 1325 0 . 0 48 .250 6 . 391 Vel � 11 . 71 0 . 0 129 . 34 40 . 507 K �acfor = 20 . 32 * P-45 164 18 . 11 1 . 049 1 T 3 . 568 1 . 000 18 . 587 K Factor = 4 . 20 to 100 0 . 0 3 . 568 -0 . 866 200 18 . 11 0 . 'i 517 0 . 0 4 . 568 0 .693 Vel = 6. 72 200 22 . 38 1 .425 17 7 . 015 16 . 370 18 .414 to 120 0 . 0 7 . 015 0 . 0 128 40 .49 0 . 1079 0 . 0 23 . 385 2 . 52� Vel = 8 . 15 128 0 . 0 1 .425 0 . 0 4 . 330 20 . 938 40 120 0 . 0 0 . 0 p , Q 129 40 .49 0 . 10� 1 0 . 0 4 . 330 0 .�68 Vel = 8 . 15 129 0 . 0 1 .425 1 � 3 . 507 5 . 870 21 .406 to 120 0 . 0 3 . 507 0 . 866 13n _ �0 .49 0 . 1079 0 . 0 9 . 377 1 . 012 Vel = £i . 15 130 0 . 0 1 .�125 0 . 0 3 . 120 23 .284 to 120 0 . 0 0 . 0 -0 . 866 101 40 .49 0 . 1080 0 . 0 3 . 120 0 . 337 Vel = 8 . 15 101 0 . 0 1 .�25 0 . 0 3 . 580 22 . 755 ` to 120 0 . 0 0 . 0 0 . 866 102 40 .49 0 . 1081 0 . 0 3 . 580 0 . 387 Vel = 8 . 15 102 0 . 0 1 .�425 0 . 0 5 .290 24 . 008 to 120 0 . 0 0 . 0 -0 . 866 103 40 .49 0 . 1078 0 . 0 5 .290 0 . 570 Vel = 8 . 15 103 Q . 0 1 .425 0 . 0 4 . 160 23 . 712 to 120 0. 0 0 . 0 0 . 0 104 40 .49 0 . 1082 0 . 0 4 . 160 0 .450 Vel = 8 . 15 104 0 . 0 1 . 425 2T 14 . 03 76 .290 24 . 162 to 120 0 . 0 14 . 030 0 . 0 105 40 .49 0 . 1079 0 . 0 90 . 320 9 . 750 Vei = 8 . 15 Computer Programs by Hydratec inc. Route 111 Windham N . H . USA 03087 6 IG 9� 1 A.oq9t,a.dIA61V41 :S � aJ6tAf ICdc11C.@ FIF� � f�RO��C�°IC7 �1 , INC . �'age 9 VAIL LODG � TOW � R Date 083106 Fiyd . Qa Dia . � i4ting Pipe Pt Pt Ref. ��C�� OY ��Ylg�S pG-' �V �����,a� �O��S *,x� x*,a Point Qf Pf/Ft �qv . Ln . Total Pf pn 105 51 . 13 1 .61 2 � 5 . 7' 1 2 . 540 33 . 912 to 100 0 . 0 5 . 710 0 . 0 106 91;62 0 . 3781 0 . 0 8 . 250 3 . 119 Vel = 1 � .44 106 0 . 0 2 . 067 2 � 7 . 137 31 . $70 37 . 031 to 100 1l� 7 . 137 14 . 274 0 . 0 120 91 . 62 0 . 1120 0 . 0 46 . 144 5 . 167 Vel = 8 . 76 . 120 -19 .43 2 . 067 0 . 0 43 . 750 42 . 198 to 100 0 . 0 0 . 0 0 . 0 " 107 72 . 19 0 . 072Q 0 . 0 43 . 750 3 . 152 Vel = 6 . 90 107 19 . 43 2 . 067 1 T 7 . 137 63 . 500 45 . 350 to 100 0 . 0 7 . 137 0 . 0 10� 91 .62 0 . 1120 0 . 0 70 . 637 7 . 910 Vel = 8 . 76 108 191 .43 2 . 067 0 . 0 8 . 000 53 . 260 to 100 0 . 0 0 . 0 0 . 0 113 283 . 05 0 . 9024 0 . 0 8 . 000 7 . 219 Vel = 27 . 06 113 0 . 0 2 . 067 2T 14 . 27�4 1 . 500 60 .479 to 100 0 . 0 14 . 274 0 . 0 109 283 . 05 0 . 9024 0 . 0 15 . 774 14 . 234 Vei = 27 . 06 109 0 . 0 2 . 067 1 E 3 . 568 2 . 910 74 . 713 to 100 0 . 0 3 . 568 0 . 0 110 283 . 05 0 . 9023 0 . 0 6 .478 5 . 845 Vel = 27. 06 110 0 . 0 2 . 067 1l� 7 . 137 2 . OQ0 80 . 558 to 100 OA 7 . 137 0 . 0 111 283 . 05 0 . 902�6 0 . 0 9 . 137 8 . 245 Vei = 27 . 06 111 0 . 0 4 . 026 2E 14 . 274 27 . 080 88 . 803 t� 100 1 T 14 .274 28 . 548 0 . 0 112 283 . 05 0 :0351 0 . 0 55 .628 1 . 953 Vel = 7 . 13 112 0 . 0 4 . 026 2E 14 . 274 27 . 080 90 . 756 - - - -- - --- - to 100 1 T 14 . 274 28 . 548 5 . 197 TOR 283 . 05 0 . 0351 0 . 0 55 .628 1 . 953 Vel = 7 . 13 TOF� 0 . 0 6 . 065 1 �fd Q . 0 36 . 040 97 . 906 fa 100 6 � 59 . 951 81 . 362 10 . 566 � � ixed loss = 10 . 566 �Of� 283 . d5 0 . 0048 1T 21 .411 117 .402 0 . 561 Vel - 3 . 14 �C) F2 100 . 00 6 . 16 1 � 20 . 0�4 100. 000 109 . 033 Qa � 100 to 140 1 C3 4 . 304 67 .425 0 . 0 l"��°� 383 . 05 0 . 0042 1 T 43 . 037 167 .425 0 .695 Vel = 4 . 1 � 150 . Od Qa = 150 . 00 533 . 05 109 . 728 K �actor = 50 . 89 Computer Programs by Hydratec inc. Route 111 Windham N . H . USA 03087 a � � � � � � � � � � � � Y m.' � � � .^�� � 9J .� � � � � � � � � � � � � � • � • � � � . � � .`�d ,� cr. J ll � � � � � � � � � � «� � � �" � � '� . � � .� � � p � � � � � � � � � � � � '� � � � cn � � �' "� � � � . » N � �%� � � , � :J .w � U "�- ;C"' „�, '^ :7 «. $C � U ��j; � ,� , � � •_t J ...+w"'. � N � � 9J � � � � . � � t�. `� V � � �° �.° � tlJ � . . C: � �y m. .v ..,�„ .� � � '� s � a ut L. ..�a� 'J � � .�.�. �.. � � 3 ,�: �„• °� v � ' c C,� fl1 ,.. °J f�, � ::.9 G � �. � � a , � S, ' � ...� U � O .y V -y� . F q, h � '� � �� � � � •� � � e. � .s,� ... .�° w+ � U � � . o. y .ra' • � eb � J � � '� �« � � � GL i»: ' '!: � � G e � � � G i.�e «�.= :> � ' �• .�« •"a U W' 2� C J � •d �° � � aJ y� C °J dC°..` J: .F: °p � �� � C •, o� . . C� Yr � Cd �, �' °'a �"° � . ..d. A '�: .. � � -�i . m.' �1: � m, •a. � .� qQ!.pa '�' �• v � Pe :' �l � c3 .:d n, e <] :l: C3 ' � 4ed .P'« J .. �d '! � '.�e �w y f� _ e _ �er� F�rnt�ctiar�e byr Cornput�r ��si ��ro FIRE PROT�CTION , INC . 4981 E . 39TH AVE D� NVEfZ , CO 80207 303-399-1366 Job Name : VAIL L�C?G� °�OWER � uilding : 5011�'H L�ODC;E AT VAIL Location : 200 VAIL tZDe VAIL, COLORAC70 5ystem : REf�O`fi� AR�A 3 Contract : �-06-022 Data File : Vail Loe��e °Tow�r 3 R .wxf Computer Prc�e��arrt� b� Hydratec Inc. Route 111 Wen�ihahn N . H. USA 03087 ��3 �X�EFT3��S TA,lCEN �4A3:P ��RRE.C'�iO�PS t�t01'ED � , . ° ,1 RE9ECTED REVISE A�d[2 RESi��AA1T � , - . . S��AAi� SPECIFIED iTEA� � �§iECK)i�IG iS ONLY Ft�R GEi�9ERA1 CO�IFORM,4�10E WiTH TtiE DESSG�3 , �Oi�dCEPT OF THE PROIECT AN{� GENERAI COMPLIAP�? CE WITN TtiE ��1FORMAT109�1 G1VEN I!�! TNE CONTRAC7 DONMENTS. ANY ACTiOi�i ` 5iiOWN IS SUBlECT TO THE REQUIREAAEP�fTS OF THE PLANS AND � SPECiFICATiONS. CON't�ACTOR 1S RESPONS161E FOR: DiN1ENSiONS, • �aVH1CH SHAL1 SE C�i�IFlRMED Ai�1D CORRELATED AT THE J�B SlTE; - • , � FA�RiCATlUN PROCESSES AND TECtiNIQUES OF COl�15TRUCi90i� . , COORD(P�lAT10�! OF THE VVORK �AlITH T OF A1L OT}jER TRADF.Sm �ND THE St�TiSF,4�TORY PERfOR �� OF '£4�lE WOR�,. �9 " , . - � pro�asional eor��o� ,/� & ` ' # ,; . . �, � �,- � _ , � ; ,� ������ � , . : : . , . . : ��TE 6� FIF2� F' f; U7ECTION , INC . Page 1 VAIL LODG � TOW� R D�te 083106 I-Iydraulic Desiqn Iniormation Sheet Name - VAIL LODGE TOWER Date - 08 - 31 - 06 Location - 200 VAIL RD . VAIL , COLORADO Building - SOUTH LODGE AT VAIL System Noe - R�MOTE AREA 3 Contractor - HYDER CONSTRUCTION Contract No , - M- 06 - 022 Calculated By - HU� PHAN Drawing Noe - I'P - 2 of 2 Construction : ( X ) Combustible ( ) Non - Combustible Ceiling Height - 10 ` - 0 " Occupancy -- ORDINARY HAZARD S ( X ) NFPA 13 ( ) Lte Haz . Ord , Haz . Gpo ( X ) 1 ( ) 2 ( ) 3 ( ) � x . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E - M Area of Sprinkler Operation - 905 Sysi� em Type Sprinkler / Nozzle Density - 0 . 1 ( X ) Wet Make VIKING D Area Per Sprinkler - 148 ( ) Dry Model E Elevation at Highest Outlet - 9 ' - 0 `° ( ) Deluge Size 1 / 2 S Hose Allowance - Inside - 100 ( ) Preaction K- Factor 4 . 2 I Rack Sprinkler Allowance - ( ) Other Temp , Rat , 155 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 482 . 951 Press Required - 111 . 111 Summary C - L'actor Used : 120 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or 12eservoir � A Date of Test - 8 - 2 - 06 Capo - T Time of Test - Rated Capo - E1ev > - E Static Press - 117 @ Press - R Residual Press - 109e8 Elev < - Well Flow - 2445e3 Proof Flow S Elevation - U --- -- ... P Location - ON SITE P L Source of Informa � ion - VAIL FIRE DEPARTMENT Y ORIGINAL TEST �2EDiJCED BY 10 p FOR SAL'ETY MARGIN C Cornmodity Class Location 0 Storage Hte Area Aisle W , M Storage Methode Solid Piled o Palletized o Rack M (�) Single Ftow ( ) Conven , Pallet ( ) Autoa Storage ( ) � ncap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Multe Row ( ) Open Shelf 0 C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Water SuppEy Ct� rve (C) FlRE PROTECTE �N , INC . ��� � 2 VAIL LODGE TOWER ��te E}83106 City Water Suppiy: ����n� ; C1 - Static Pressure : 117 p � _ � ���,��(�� : 3 $g$ C2 - Residual Pressure: 109 . 8 D2 - Syster� Flow : 232 . 951 C2 - Residuai Flov� : 2445 . 3 �2 - Sys�em €' ressur� : 111 . 111 f�ose ( Adj City ) : �{ose ( C�er�ta�d � : 250 D3 - S�s�ern Demand : 482 . 951 Safety �(argir� ; 5 . 531 150 140 130 P 120 R 110 C2 E 100 S 90 S 80 � 70 R 60 E 50 40 30 20 10 300 600 900 120C} 150Q 1800 2100 2400 270Q FLQVV ( €V ^ 1 .85 ) Cbmputer Programs by Hydratec inc, Roufe 1 � 9 Windham N . Ei . USA 03087 F�ttings l)sed S � rnrnary � FiRE PROTECTIO � , iNC . Page 3 VAIL LODGE TOWER Da�e 0�31 t�6 Fitting Legend Abbrev. Name '/a 3/< 1 1 '/a 1 %a 2 2�/z 3 3'/z 4 5 6 8 14 12 14 96 18 20 2k� E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 94 18 22 27 35 40 45 50 61 G Gene�ic Gate Vafve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow Thru Tee 3 4 5 8 8 10 12 1 b 17 20 25 30 35 50 60 71 81 91 109 121 Zfd Febco 860 FiYting generates a Fixed Loss Baseci on Flow Cornp�sfer F'ro�rams by Hydratec lnc. Roufe 1 '{ 1 Windham N . H . USA 03087 �' r��� ure / Fle�w 5umr°n � ry -� �TAN �AF� CJ . FIR � f' FtUTEC`TION , INC . F'age 4 VAIL I..ODGE �f"OW� F: Dat� 08310C Node Elevation K-Fac4 P4 F'n Flow Density Area I'ress No. - _ _ /�ctual _ Ac4ual __� -- ReQ. D201 12.0 5 .6 7 .0 na 14.82 0. 1 148 7.0 D202 12.0 5.6 7.0 na 14.82 0. 1 148 7.0 D203 12 .0 5.6 7.0 na 14.82 0. 1 148 7.0 918 12.0 � 18.74 na 136 12.0 23.82 na 204 12 .0 24.8 na 205 12.0 25. 14 na 206 12.0 . 25.48 na 207 12.f� 25 . 82 na 200 12.0 26. 'i6 na 137 9.0 K = K@ EQ01 11 .02 na 18.3 147 . 9.0 K = K@ EQ03 9.51 na 16.97 311 12.0 8.94 na 14t3 9.0 K = K@ EQ02 10.9 na 17.89 128 12.0 27.49 na 129 12A 27.73 na 130 10.0 29. 13 na 101 12.0 28.44 na 102 10.0 29.51 na 103 12.0 28.95 na 104 12.0 29. 18 na 120 92.0 37.61 na 121 12.0 37.66 na 152 9.0 K = K@ EQ01 7.4II na 15 .08 153 9.0 K = K@ EQ01 7.51 na 15. 11 144 9.0 K = K@ EQ01 7.93 na 15.53 143 9.0 K = K@ EQ01 7. 7 na 15.29 141 9.0 K = K@ EQ01 8. 52 na 16.09 140 9.0 K = K@ EQ01 8. 27 na 15.85 139 9.0 K = K@ EQ01 9. 07 na 16.6 154 9.0 K = K@ EQ01 8.8 na 16.35 138 9.0 K = K@ EQ01 10.92 na 18.22 309 12.0 10.69 na 310 12.0 10.7 na 150 9.0 K = K@ EQ03 14.37 na 20.86 119 12.0 15. 15 na 146 10.0 17.44 na 308 12.0 16.77 na 500 10.0 30.99 na 161 90.0 31 .23 na 203 12.0 30.4 na 158 10.0 31 . 54 na 202 12.0 30.II3 na 157 10.0 31 .86 na 201 12.0 31 .26 na 155 10.0 32 . 17 na 117 12.0 32. 18 na 116 10.0 33. 12 na 115 10A 33.44 na 114 12.0 , 32.65 na 105 12.0 34. 31 na 106 12.0 35.55 na 107 12.0 38.86 na 151 9.0 K = K@ F_Q09 7.22 na 14.82 300 12 .0 6 . 75 na 301 12.0 7.07 na 302 12.0 7.09 na 303 12.0 7.23 na 304 12.0 7.71 na 305 92.0 8.28 na 306 12 .0 10.85 na 307 12.0 16. 91 na 501 12.0 30. 94 na 108 12 .0 42.0 na 113 12.0 47.04 na Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 r- 'c.r� � � rr ' rr ' �am � - � taricaarca �I }� � P {�OTEC`�ION , INC . Page 5 VAIL LC7DGE T01/t(� R C7�te 08310� Node Elevation K-Fact P4 I'n Flow Density Area Press No. _ - -- --- Actual -- — Actual --- -- - Req . 109 12.0 56.96 na 110 12.0 61 .04 na 111 12.0 66.79 na 112 12.0 92.82 na TOR �.0 99.38 . na BOR 0.0 110.57 na 100.0 TEST 0.0 , 111 . 11 na 150.0 `fhe r�naximum vel�ci�y is 22 .27 and it oc�urs in fhe pipe bef�nreerr nodes 108 and 113 Computer Programs by Nydratec inc. Route 111 Windham N . H . USA 03087 � inal C� I�ulatie� ns - f-6 ��en-1/Villiarr�s . Flf� � PRUTECTION , INC . �'age 6 VAIL LOQG � 70WE� Date 083106 Hyd . Qa �ia . �' itting Pipe Pt Pt Ref. ��C�� or Ftng'� Pe �v "���`��� f�otes �*���� Point Qt Pf/Ft Eqv. Ln . Total F'f Pn D201 14 . 82 1 . Q49 1 E 2 . 0 1 . 000 7 . 000 K Factor = 5 . 60 to 120 0 . 0 2 . 000 0 . 0 �G201 14 . 82 0 . 0747 _______ 0 . 0 3 . 000 0 . 224 Vel = 5 . 50 0 . 0 _ 1 � . 82 _ `7 . 224 K Factor = 5 . 51 D202 14 . 82 1 .0�9 1 �T 3 . 568 1 . 000 7 . 000 � K Factor = 5 . 60 fio 100 0 . 0 3. 568 0 . 0 �Q02 14 . 82 0. 1046 0 . 0 � 4 . 568 0 .47F3 VeI = 5 . 50 0 . 0 14 . 82 7 .478 K Factor = 5 .42 D203 14 . 82 1 .Q49 1 � 1 . 427 1 . 000 7 . 000 K Facfor = 5 . 60 to 100 0 . 0 1 .427 0 . 0 � Q03 1 � . 82 0 . 1047 0 . 0 2 . 427 0 . 254 Vel = 5 . 50 0 . 0 --- - -- -- -- -- ---- -- - 14� . 82 7 . 254 K Factor m 5 . 50 *� 6 - -- - - - - - - * P-9 - - 118 28 .61 1 .425 2E 7 . 015 75 .410 18 . 739 to 120 1 T" 7 . 015 14 . 030 0 . 0 136 28 . 6 � 0.0568 0 . 0 �9 .440 5 . 078 Vel = 5 . 76 136 0 . 0 1 .425 1 �' 7 . 015 10 .250 23 . 817 to 120 0 . 0 7 . 015 0 . 0 204 28 .61 0. 0568 0 . 0 17 .265 0 . 981 Vel = 5 . 76 204 0 .0 1 .425 0 . 0 6 . 000 24 . 798 to 120 0 . 0 0 . 0 0 . 0 205 28 . 61 0 . 0567 0 . 0 6 . 000 0 . 340 Vel = 5 . 76 205 0 . 0 1 .425 0 . 0 6 . 000 25 . 138 � 40 120 0 . 0 0 . 0 0 . 0 206 28 . 61 0.056� 0. 0 6 . 000 0 . 341 Vel = 5 . 76 206 0 . 0 1 .�25 0 . 0 5 . 000 25 .479 to 120 0 . 0 0 . 0 0 . 0 207 28 . 61 0. 0568 0 . 0 6 . 000 0 . 3� 1 V� I = 5 . 76 207 0 . 0 1 .425 0 . 0 6 . 000 25 . 820 40 120 0 . 0 0 . 0 0 . 0 200 28 . 61 0. 0567 0 . 0 6 . 000 0 . 340 Vel = 5 . 76 200 0 . 0 1 .425 1 T� 7 . 015 16 . 370 26 . 160 to 120 0 . 0 7 . 015 0 . 0 128 28 . 61 0 . 0568 0 . 0 23 . 385 1 . 328 Vel - 5 . 76 0 . 0 28 . 61 27 .488 K �"actor = 5 .46 '"P_ � 2 - 137 18 . 30 1 . 09 1l" 6 . 026 4 .620 11 . 022 K Factor @ node EQ01 fo 120 0 . 0 6 . 026 - 1 .299 310 18 . 3 _ _ 0 . 0916 0 . 0 10 . 646 0 . 975 Vel = 6 . 29 0 . 0 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 e ac ec:at o.ssa 'ast+ es:adea.e ' ea� ° s.a6Ga6 iexaCai i..9 � � f� � p� '��'� �� lo� , � � � . ��g� � ' VAIL L(� pCE �fOW� R Date 083106 Hyd , Q� [�ia . Fit4ing Pipe Pt I't �e�. ��c�� or �tng 's Pe Pv "�*�'"� � Notes ������ Point C�t Pf/Ft Eqv. Ln . Total Pf {' n 18 . 30 _ _ _ 10 . 698 K Factor � 5 . 59 *�,m1 � --- -- ---- 147 16 . 97 1 . 049 0. 0 5 .410 9 . 513 K �"actor a�,7 node �Q03 to 100 0 . 0 0 . 0 -1 .299 311 16 . 97 0. 134� 0 . 0 5 .410 0 . 727 Vel = 6 . 30 3 � 1 0 . 0 1 . 049 0 . Q 4 . 910 $ . 941 -- --- - ----- - to 10Q 0 . 0 0 . 0 1 .299 148 16 . 97 0. 1346 0 . 0 4 . 910 0 .661 � Vel = 6 . 30 148 17 . 89 1 . 049 11� 3 . 568 10 . 500 10 . 901 K Factor a� node �Q02 to 100 0 . 0 3 . 568 -1 . 29g 308 34 . 86 0 . 5095 0 . 0 14 . 068 7 . 168 Vei = 12 . 94 0 . 0 34 . 86 _ 16 . 770 K Factor = 8 . 51 *P_ 18 -- - -- *P-21 - -- -- - _ - --- ---- ----_ ._- 128 28 . 61 1 .425 0 . 0 4 . 330 27 .488 to 120 0 . 0 0 . 0 0. 0 129 28 . 61 0. 0568 0 . 0 4 . 330 0 . 246 Vel � 5 . 76 129 0 . 0 1 .425 1 E 3 . 507 5 . 870 27 . 734 to 120 0 . 0 3 . 507 0.866 130 28 . 61 0 . 0567 _ 0 . 0 9 . 377 0 . 532 Vel = 5 . 76 130 0 . 0 1 .425 0 . 0 3 . 120 29 . 132 to 120 0 . 0 0 . 0 -0 . 866 101 28 . 61 0.0567 0 . 0 3 . 120 0 . 177 Vel = 5 . 76 101 0 . 0 1 .425 Q . 0 3 . 580 28 .443 fo 120 0 . 0 0 . 0 0 . 866 102 28 . 61 0 .0570 0 . 0 3 . 580 ____ 0 . 204 Vel = 5 . 76 102 0 . 0 1 .425 0 . 0 5 . 290 29 . 513 to 120 0 . 0 0 . 0 -0 . 866 103 2 � . 61 0 : 0567 0 . 0 5 . 290 0 . 300 �1�� � � . 7g 103 0 . 0 1 .425 0 . � 4 . 160 28 . 947 to 120 0 . 0 0 . 0 0 . 0 104 28 . 61 0 . 0567 0 . 0 4 . � 60 0 .236 Vel � 5 . 76 104 0 . 0 1 .425 2T 1A . 03 76 .290 29. 183 to 120 0 . 0 1 �& . 030 0.0 105 28 . 61 0 . 0568 0 . 0 90 . 320 5 . 128 Vel � 5 . 76 0 . 0 - 28 . 61 34. 311 K Factor = 4 . 88 *P-24 ---- - 120 11 . 80 2 . 067 2T 14 .274 8 . 910 --- 37 .606 - - - --- ---- - ------ to 100 0 . 0 14 . 274 0 . 0 121 11 . 8 _ 0. 0025 0. 0 23 . 184 __ 0 . 058 Vel = 1 . 13 121 0 . 0 1 . 38 3E 6 .423 51 . 120 37 .664 to 100 2T 8 . 564 14 . 987 0 . 0 107 11 . 8 0 .0181 O . Q 66 . 107 1 . 195 Vel = 2 . 53 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 r° iri � a L, � ic;ua � uUr ► � - � t� r ►ea � rc� F �R � P �Z���f'ECl"ION , INC . Page 8 VAIL LODG � TOVV� R Date 083106 Hyd . Qa �fa . Fitfing Pipe Pt Pf Ref. "C�� or Ffrrg's Pe Pv **��**� Notes �"**** Point Qf Pf/�t Eqv. Ln . Total Pf Pn 0 . 0 - - - - - ------ 11 . 80 3$ . 859 K Fac4or = 1 . 89 � F' 2� - - --- - - - 152 15 . 08 1 . 09 1 °� 6 . 0�6 2 . 750 7 .485 K Factor a�,,7 nc�de EQ01 to 120 0 . 0 6 . 026 - 1 . 299 300 15 . 08 0 . 0640 ___ _ 0 . 0 8 . 776 0 . 562 Vel = 5 . 18 0 . 0 ___ _ --- 15 . 0� 6 . 748 FC Facfor = 5 . 81 .� �m30 - -- ---- 153 15 . 11 1 . 09 17� 6 . 026 7 .250 7 . 512 K �acfor @ node � Q01 to 120 0 . 0 6 . 026 - 1 .299 301 15 . 11 0 . 06�&2 0 . 0 13 .276 0 . 852 Vel = 5 . 20 O. Q - --- -- -- 15 . 11 7 . 065 K �actor = 5 . 68 *P-33 144 15. 53 1 . 09 1T 6 . 026 0 .750 7 . 934 K Factor a� node EQ01 to 120 0. 0 6 . 026 - 1 . 299 302 15 . 53 0 . 0676 0 . 0 6 . 776 0 .458 Vel = 5 . 34 0 . 0 - - --- 15 . 53 ____ _____ 7 . 093 K Fact4r = 5 . 83 - - ------- *P-36 -- -- -------- 143 15 . 29 1 . 09 1 T 6 . 026 6 . 700 7 . 695 K Facfor @ node EQ01 to 120 0 . 0 6 . 026 - 1 .299 303 15.29 0 . 0657 0 . 0 12 . 726 0 . 836 Vel = 526 0 . 0 -- - _ 15 .29 7 . 232 K Fac4or � 5 . 69 * F' 39 - - 141 16 . 09 1 . 09 1 `T 6 . 026 0 . 750 � . 521 K �'actor a� node �Q01 fo 120 0 . 0 6. 026 �1 .299 _ 304 16 . 09 O . b722 0 . 0 6 . 776 0 .489 Vel = 5 . 53 0. (l -- 16 . 09 ___ 7 . 711 K Fac4or = 5 . 79 �P-�2 140 15 . 85 1 . 09 1T 6 . 026 4 . 500 8 .271 K Factor @ node �Q01 to 120 0 . 0 6 . 026 - 1 . 299 304 15 . 85 0 . 0702 0 . 0 10 . 526 0 . 739 Vel = 5 . 45 0 . 0 15. 85 7 . 711 K Factor = 5 . 71 '"P-45 139 16 .60 1 . 09 1T 6 . 026 0 .660 9 . 069 K Factor @ node EQ01 fo 120 0 . 0 6 . 026 - 1 . 299 305 16 . 6 0 . 0766 0 . 0 6 .686 0 . 512 Vel = 5 . 71 0 . 0 - - -- --- - 16 . 60 8 . 282 K Factor = 5 . 77 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 � ir� � � Calcul �fion � - �t� nd � rd FfRE �' ROTECTIOfV , INC . 6'�ge 9 VAIL LObG � T(7W� R Date 083106 Nyd . Qa C�i� . Fitting F'ipe F'fi Pt Ref. ��C�� or Ftng°� F'� Pv ****�`�� Nate� �**�'�* Point Qt Pf/Ft �qv . Ln . Total Pf F' n * P 48 - -- ------ - --__--- ----- -- - - -- --- _-._.- -- -- --- -- 154 16 . 35 1 . 09 1T 6 .026 4 . 500 8 . 798 K �actor @ node � Q01 to � 120 0 . 0 6 . 026 - 1 .299 305 16 . 35 0 . 0744 0 . 0 10 . 526 0 . 783 Vel = 5 . 62 0 . 0 - ---- --- 16 . 35 8 . 282 K F�acfior = 5 . 68 �P 51 --- - -- 13� 18 .22 1 . 09 1 T� 6 . 026 5 . 700 10 . 922 4� �actor a� node �Q01 to 120 0 . 0 6 . 026 - 1 . 299 309 18 .22 0 . 0908 0. 0 11 . 726 1 . 065 Vel = 6 . 26 309 0 . 0 2 . 124 0. 0 2 . 830 10 .688 to 120 0 . 0 O . Q Q . 0 310 18 .22 0 . 0035 0 . 0 2 . 830 0 . 010 Vel = 1 . 65 --- ...._ -- 310 18 . 30 2 . 124 1 T 11 .417 0 . 830 10 . 698 fo 120 0 . 0 11 .417 0 . 0 306 36 . 52 0 . 0127 0. 0 12 .247 0 . 156 Vel = 3 . 31 0 . 0 36 . 52 10 . 854 K Factor = 11 . 09 * P-54 150 2Q . 86 1 . 049 27 7 . 137 12 . 330 14 . 374 K Factar @ node EQ03 to 100 0 . 0 7 . 137 - 1 . 299 307 20 . 86 0 . 1971 0. 0 19 .467 3 . 836 Vel = 7 . 74 0 . 0 __. _ 20 . 86 16 . 911 K Factor = 5 . 07 - - ---- --- --- .__ � P-57 119 63 . 36 1 . 61 1 � 5. 71 1 . 750 15 . 153 to 100 0 . 0 5 . 710 0 . 866 146 63 . 36 0 . 1912 0 . 0 7 .460 1 . 426 Vel = 9 . 99 146 0 . 0 1 .61 0 . 0 1 . 000 17 .445 40 100 0 . 0 0 . 0 �0 . 866 308 63 . 36 0 . 1910 0. 0 1 . 000 0 . 191 V�I = 9 . 99 308 34 . 86 1 . 61 0 .0 4 . 580 16 . 770 to 10(D 0 .0 O . Q 0 . 0 118 98 . 22 0 .4299 0. 0 4�. 580 1 . 969 Vel = 15 .�8 118 �28 .61 1 . 61 1T 5 .71 44 . 333 18 . 739 to 100 0 . 0 5 . 710 0 . 866 500 69. 61 0 . 2274 0 .0 5Q . 043 11 . 380 Vel = 10 . 97 500 -42 . 57 1 . 61 0 . 0 6 . 083 30 . 985 fo 100 0 . 0 0 . 0 0 . 0 161 27 . 04 0 . 0396 0 . 0 6 . 083 0 . 241 Vel = 4 . 26 161 0 . 0 1 .61 0 .0 1 . 000 31 . 226 to 100 0 . 0 0 . 0 -0 . 866 203 27 . 04 0 . 0390 0.0 1 . 000 0 . 039 Vel = 4 .26 203 0 . 0 1 . 61 0 . 0 7. 000 30 . 399 to 100 0 .0 0 . 0 0 . 866 158 27. 04 0 . 0396 0 . 0 7 . 000 0 . 277 Vel = 4 . 26 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 � ir � ai �.. aacuiatic� n � - �t� naart� FIr� E PF2U�"ECTION , INC . Page 10 VAIL LODG � TOWCF� Date 083106 Hyd . Qa Dia . Fitting �'ipe ('t Pt Ref. ����� or Ftng 's P� �'v *������ Nofi�s ������ Point G2t �'f/Ft �qv . L� . Total Pf F' n 15� 0 . 0 1 . 61 0 . 0 4 . 000 31 . 542 to 100 0 . 0 0 . 0 -0 . 866 202 _ 27 . 04 0 . 0395 _ 0 . 0 .4 . 000 0 . 158 Vel = 4 . 26 202 0 . 0 1 . 61 0 . 0 4 . 000 30 . 834 to 100 0 . 0 0 . 0 0 . 866 157 27 . 04 � 0 . 0395 __ __ 0 . 0 __4 . 0(70 0 . 158 Vel = 4 . 26 -------- ---- 157 0 . 0 1 . 6 � 0 . 0 6 . 66Q 31 . 858 to 100 0 . 0 0 . 0 -0 . 866 _ 201 27 . 04 0 . 0396 _ 0 , 0 _ 6 . 660 0 . 264 Vel � 4 . 26 201 0 . 0 1 .61 0 . 0 1 . 330 31 .256 to 100 0 . 0 0 . 0 0 . 866 _155 27 . 04 0 . 0391 0 . 0 1 . 330 0 . 052 Vel = 4 . 26 155 0 . 0 1 .61 0 . 0 22 . 000 32 . 174 to 100 0 . 0 0 . 0 -0 . 866 117 27 . 04 0 . 0395 0 . 0 22 . 000 0 . 870 Vel - 4 . 26 117 0 . 0 1 .61 0 . 0 2 . 000 32 . 178 fio 100 0 . 0 0 . 0 Q . 856 116 27 . Q4 0 . 0395 0 . 0 2 . 000 0 . 079 Vel � 4 . 26 116 0 . 0 1 .61 0 . 0 8 . 000 33 . 123 40 100 0 . 0 0 . 0 0 . 0 _ 115 27 . 04 0 . 0396 0 . 0_ _ 8 . 000 0 . 317 Vel = 4 . 26 115 0 . 0 1 .61 0 . 0 2 . 000 33 . 440 fo 100 0 . 0 0 . 0 -0 . 866 114 27 . 04 0 . 0395 0 . 0 2 . 000 0 . 079 Vel - 4 . 26 114 0 . 0 1 . 61 0 . 0 41 . 950 32 . 653 to 100 0 . 0 0 . 0 0 . 0 105 27 . 04 0 . 0395 0 . 0 __ � 1 . 950 1 . 65� Vel = �4 . 26 105 28 . 61 1 .61 2E 5 . 71 2 . 540 34 . 311 fio 100 0 . 0 5 . 710 0 . 0 106 55 . 65 0 . 1503 _ 0 . 0 8 . 250 __ 1 . 2�0 Vel � 8 . 77 106 0 . 0 2 . 067 2 � 7 . 137 31 . 870 35 . 551 40 100 1 T 7 . 137 14 . 274 0 . 0 120 55 . 65 0 . 0445 _ 0 . 0 _ 46 . 144 2 . 055 Vel = 5 . 32 120 - 11 . 80 2 . 067 0 . 0 43 . 750 37 . 606 te� 100 0 . 0 0 . 0 0 . 0 107 43 . 85 0 . 0286 0 . 0 �3 . 750 1 .253 Vel = 4 . 19 107 11 . 80 2 . 067 1 °� 7. 137 63 . 50Q 38 . 859 40 100 0 . 0 7 . 137 0 . 0 108 55 . 65 0 . 0445 0 . 0 70 .637 3 . 144 Vel = 5 . 32 Q . t� - _ 55 . 65 42 . 003 K Factor = 8 . 59 �P-60 - 500 42 . 57 2 . 124 2E 11 .417 14 . 000 30 . 985 to 120 2T 22 . 833 34 .250 -0 . 866 501 42 . 57 0 . 0170 0 . 0 48250 0 . 818 Vel = 3 . 85 Computer Programs by Hydratec Inc. FZoute 111 Windham N .H . USA 03087 Fir� al Calculati� ns m ��� nd� rd �IRE Pl20TECTIOIV , INC . Page 11 VAIL LO�GE 1°OWEI� Date 0�3106 Hyd . Q� Dia . Fitting Pipe F't F't Ref. ��C�" e�r �tng's Pe Pv '"�*�`�*� Note� � "��*�` Point Qt Pf/�t �qv. Ln . Total Pf Pn 0 . 0 --- - - - 42 . 57 30 . 937 K Factor = 7 . 65 � F' 63 --- --- --- 151 14 . 82 1 . 09 11` 6 .026 7 .250 7 .22� 6� Factor � nc�de �Q01 40 120 0 . 0 6 . 026 m1 . 299 300 14 . ti2 0 . 0620 0 . 0 13 .276 0 . 823 Vel = 5 . 10 300 15. 08 1 .425 0 . 0 5 . 160 6 . 748 to 120 0 .0 0 . 0 0 . 0 301 29 . 9 0 . 0614 0 . 0 5 . 160 0 . 317 Vel � 6 . 01 301 15 . 11 2 . 124 0. 0 1 .450 7 . 065 to 120 0 . 0 0 . 0 0 . 0 302 45 . 01 0 . 0193 0 . 0 1 . 450 0 . 028 Vel = 4 . 08 302 15 . 52 2 . 124 0 . 0 4 . 290 7 . 093 to 120 0 . 0 0 . 0 0 . 0 303 60 . 53 0 . 0324 0 . 0 4 . 290 0 . 139 Vel = 5 .48 303 15 . 29 2 . 124 0 . 0 9 . 700 7 .232 fo 120 0 . 0 0 . 0 0 .0 304 75 . 82 0 . 0494 0 . 0 9 . 700 0 .479 Vel = 6 . 87 304 31 . 95 2 . 124 0. 0 6 . 040 7 . 711 to 120 0 . 0 0 . 0 0 . 0 305 107 . 77 0 . 0945 0 . 0 6 . 040 0 .571 Vei = 9 . 76 305 32 . 95 2 . 124 1 T 11 .417 5. 200 8 .282 to 120 0 . 0 11 .417 0 . 0 306 140 . 72 0 . 1548 0 . 0 16 . 617 2 . 572 Vei = 12 . 74 _.. __--- -- 306 36 . 52 2 . 124 1 �i' 11 .417 6 . 700 10 . 854 40 120 0 . 0 11 .417 0 . 0 119 177 .2� 0 .2373 0 . 0 18 . 117 � .299 Vel � 16 . 05 119 -63 . 36 2 . 067 0 . 0 10 . 500 15 . 153 to 100 0 . 0 0 . 0 0 . 0 307 113 . 88 0 . 1674 0 . 0 10 . 500 1 . 758 Vel = 10 . 89 3�7 20 . 85 2 . 067 1 � 3 . 568 50 . 667 16 . 911 to 100 1 T 7 . 137 10 . 705 0 . 0 501 134 . 73 0 . 2285 0 . 0 61 . 372 14 . 026 Vel = 12 . �8 501 � 42 . 57 2 . 067 1 T 7 . 137 22 . 000 30 . 937 fio 100 0 . 0 7 . 137 0 . 0 108 177 . 3 0 . 3798 0 . 0 29 . 137 11 . 066 Vei = 16 . 95 108 55 .65 2 . 067 0. 0 8 . 000 42 . 003 40 100 0 . 0 0 . 0 0 . 0 113 232 . 95 0 . 6294 0 . 0 8 . 000 ' 5 . 035 Vel = 22 .27 113 0 . 0 2 . 067 27" 1 �4 . 274 1 . 500 47 . 038 to 100 0 . 0 14 .274 0 . 0 109 232 . 95 0 .6293 0 . 0 15 . 774 9 . 927 Vel = 22 . 27 109 0 . 0 2 . 067 1 E 3 . 568 2 . 910 56 . 965 to 100 0 . 0 3 . 568 0 . 0 110 232 . 95 0 .6292 0 . 0 6 .478 4 . 076 Vel = 22 .27 Gomputer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 f Il le� l l,oc90l;U1et611d11� �° a7ledl ltde� ll,6 � I � c PFi �TEC�ION , IRlC . Page 12 VAIL LODGE TOWER Date 083106 Hyd . Qa fJia . Fitfing Pipe Pt Pt Ref. ��C�� or Ftr�g '� f'e Pv ������`� Not�s ������ {'oint C�fi F'f/Ft �qv . Ln . �Total Pf Pn --- - --- -- -_..._ 11 Q 0. 0 2 . �67 1 l� 7 . 137 2 . 000 61 . 041 fio 100 0. 0 7 . 137 0 . 0 111 232 . 95 0 . 6294 0 . 0 9 . 137 5 . 751 Vel � 22 . 27 111 0 . 0 2 . 067 2 � 7 . 137 27 . 080 66 . 792 -- -- - --- -- to 100 1 T 7 . 137 14 . 274 0 . 0 112 232 . 95 0 .6293 0. 0 41 . 354 26 . 024 - Vel = 22 . 27 112 0 .0 4 . 026 Z � 14 .274 27 . 080 92 . 816 to 100 1 T 14.274 28. 548 5 . 197 TOR 232 . 95 0 . 0245 0.0 55 .628 1 . 362 Vel = 5 . 87 TOR 0 . 0 6 . 065 1Zfd 0 .0 36 . 040 99 . 375 to 100 6E 59. 951 81 . 362 10 . 808 � Fixed loss � 10 . 808 E30R 232 . 95 0 . 0033 11" 21 .411 117 .402 0 . 391 Vel = 2 . 59 BOR 100 . 00 6 . 16 1 E 20. 084 100 . 000 110 . 57'4 Qa = 100 to 140 1 G 4 . 304 67 .425 0 . 0 TEST 332 . 95 0 . 0032 1 T 43 . 037 167 .425 0 . 537 Vel = 3 . 58 150 . 00 -- -- - - -- -- Qa = - 150 . 00 - --- 482 . 95 111 . 111 K Facfior = 45 . 82 Computer Programs by Hydratec Inc. F2oufie 111 Windham N . H . 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A WATER FLOW TEST WAS CONDUCTED BY F. P . I . AND WITNESSED ' � � � ` BY MIKE McGEE WITH VAIL FIRE DEPARTMENT. THE RESULTS ARE AS FOLLOWS : PIPE g j � , , , , , , , , , , , , , , , , , , , , , , , , � STATIC PRESSURE = 130 PSI 0 RESIDUAL PRESSURE = 122 PSI . - ' �, ' CONTROL VALVE � � � RATED FLOW = 2717 GPM ,` ' INDICATING TYPE M�ID I -' � � CLOSET PER THE COLORADO DIVISION OF FIRE SAFETY THE FLOW TEST HAS BEEN REDUCED BY 10 TOLCO FIG. #200 , � — � � � � � � � � � . EXISTING 6 " RING HANGER i` - - -X09- - ° ° UNDERGROUND � • THE SUPPLY USED IN THE HYDRAULIC CALCULATIONS IS AS FOLLOWS : , , ] I I I 6 " DIA, UP 4' - 6" - SERVICE ; ' . �„ ` „ = o STATIC PRESSURE = 1 17 PSI TOP � I�AM CLANIF' DETAIL � — — - — H n � � UP TO GROUND FLOOR _ � RESIDUAL PRESSURE = 109 . 8 PSI , EL� -" �L � z o ; o TOR � _ � , R A T E D F L O W = 2 4 4 5 . 3 G P M NO SCALE _ � � N O m � � � I I � Q o � x �, � o r.� 6 " DIA, U P 1 1 ' - 11 Y 2'� � � , o � ° '� o I ` °' TO GROUND FLOOR j _ _ _ _ _ _ o _ / -1 ,� .-• � > O a �' `° ° = ' ' 1 i � � �' Qo ° � oQMo U � � y HYDRAULIC SYSTEM HYDRAULIC SYSTEM HYDRAULIC SYSTEM � � , ; W � � W � � o � � �, -- s „ ' i ' WEST ELE'� � � � � � � O � °- � � o � o � -o �� THIS BUILDING IS PROTECTED THIS BUILDING IS PROTECTLU THIS BUILDING IS PROTECTED , ��BBY ' - - 1 � o > � z � � a o BY A HYDRAULICALLY DESIGNED BY A HYDRAULICALLY DESIGNED BY A HYDRAULICALLY DESIGNED xo3 � I � -� o � "- � � ' AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM , ,S � � � N Q � ,;�_ i t TO GROUND FLOOR � � � I � � � ] � �`u�•� � LOCATION REMOTE ARE 1 LOCATION REMOTE AREA 2 LOCATION REMOTE AREA 3 �� , I , � � � � ,�,F� F GROUND FLOOR N0. OF SPRINKLERS 14 N0. OF SPRINKLERS 14 N0. OF SPRINKLERS 14 �� ' u 'r' � STAIR XB �' �.;. � , � ��-�- BASIS OF DESIGN BASIS OF DESIGN BASIS OF DESIGN � ' ' ' ' ' - � � � � i � ��- � I <,., \ � 1 . DENSITY 015 GPM /SQ FT. 1 . DENSITY 015 GPM /SQ FT 1 . DENSITY 0. 15 GPM /SQ FT. � = 2. DESIGNED AREA OF DISCHARGE 901 SQ FT. 2 QESIGNED AREA OF DISCHARGE 972 SQ FT. 2 DESIGNED AREA OF DISCHARGE 981 SQ. FT. � � � � � `D '=�_- 0 GPM INTERIOR NOSE ALLOWANCE 0 GPM INTERIOR HOSE ALLOWANCE 0 GPM INTERIOR HOSE ALLOWANCE , � � � �� � `-' � ���`�� � EXISTING 6 ° SCH 40 PIPE EXISTING 6 " FEBCO 860 250 GPM EXTERIOR NOSE ALLOWANCE 100 GPM EXTERIOR HOSE ALLOWANCE 100 GPM EXTERfOR HOSE ALLOWANCE REDUCED PRESSURE BACKFLOW SYSTEM DEMAND SYSTEM DEMAND SYSTEM DEMAND CONTROL VALVE / � ' � � � E t INDICATING lYPE - - - � O 1 . GPM DISCHARGE 366 23 1 . GPM DISCHARGE 383. 05 1 . GPM DISCHARGE 332 95 � BOR 2 RESIDUAL PRESSURE AT THE 112 823 2. RESIDUAL PRESSURE AT THE 109. 033 2 RESIDUAL PRESSURE AT THE 110 574 � � � � BASE OF RISER BASE OF RISER BASE OF RISER _ � � � EXISTING 6 " I . � � . , . � � " UNDERGROUND , ;� _1, =- H ._ � ` :� Y,Y.. � .. �,�, _�. .�=_ _ _, n, , .r I ' / � SERVICE � „� ° � : r. ;� ,,,- , / ��'°� `�� `� F{RE PROTECT(ON iNC. rt� ` `���G� � FIRE PROTECTION 1tdC. n` �� �` �=�Y` F{RE PROTECTiON lNC. � CONN CT NEW PIP� TO / I � �- ..x .�_ > �., r . _ .. 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I � NOTES : �.� � Q o z � � Q o - �--� - � � � SPRINKLERS SHOWN AS DRY PENDENT � o o � � LL � � - � , __ � � � VERIFY ALL � � � v � EMAN TO , o ,� p. _ � � � v� 1 ° SCALE : 1i8" = 1 '-0'� � ) � oB FoR � I I , r ARE IN FACT DRY PENDENT , REORDER ANY NECESSARY PLACEMEN = N _ �_��� � � PIPING NOT AS SHOWN � � j � ��K ; � � 2 ) FfELD FOREMAN TO RELOCATE ANY EXISTING � � � s^ `� J �=- �°' - O �i�2 I _ � �, � I ON THIS DRAWING . � �- _ I � � - DATED 7 - 14 - 00 , MOUNTAIN STATES FIRE � '`�' � 13 2' ° � � � \ PROTECT ON , INCAWATTACHED �T����� , _ t 0-6 I � � , � ' � � � � � � � , GENERAL TENANT NOTES : I II \ - ��.�.y�sr9 ....y _y. :"Y ' I I I \ . *��� � 1 io� _ �� � � _ - 1 0-6 . �_ � _ � � � ?�� � L MATERIAL AND WORK TO BE IN ACCORDANCE WITH NFPA 13 AND LOCAL CODE — — — _ � ,�_ � . AL 4" CH K ALVE n I I_ _ _ � � L � ---� — �' � � I N � �� � 2 . ALL EQUIPMENT TO BE UL LISTED AND / OR FM APPROVED . _ � c � � � � _ _ I = __ _ __ , _ _ _ � � " AlN LVE i- - _ �1 � llo " ND SMALLER TO BE BULL MOOSE TUBE EDDYTHREAD 40 . / , , � , — v � / � 0 1 3 . ALL SCREWED BRANCH LfNES 2 A , � ' ; '' ' ; � � � � _ °� ~�'u-� � u� 1 � TO tN ' � � � , � � 7-3 , � �-O O i ,I � ° LEGEND FOR NEW SPRINKLER HEAD DESCRIPTION / _ i__ _ _ _ -- �. � � ADD NEW PIPE SPRINKLER SYSTEM ' �,. � �' 4 . S E E D R A W I N G DRY MANUAL TANDPI `- -'� `--"" N � ,� �, �. _ � � � � EXISTING SPRINKLER SYSTEM � � J � 5 . E = EXISTING HEAD caP AD SUPPLY F� c i� INDECATES REMOVE PIPE OR HEAD � , �, � " SPRINKLER HE E � �. 6 . NEW ADDED 1 " DROP AND NEW Y2 DRAINNVA VE � ; �- -- - - � I � �- EXISTING PENDENT HEAD ( QT : � � Hue Phan email (fpides�gn@qwest net) . . � - CENTERS OF TILES BUT WILL NOT BE CLOSER ING 4 � _ - RILY IN cHECK v� _ = �1- - O �_ � � _ 7 . SPRINKLERS ARE NOT NECESSA �. �, o � DRAWNBY Hue Phan • ° �- -- �-- --"----- -- - -��- — • " OM THE CEILING TILE GRID . �' - ' � � _ � _ . _ _____ _ � .� 4 FR � �- EXISTING HORIZONTAL SIDEWALL (QT : 5 � � � THAN I E � I CHECKED BY ; - - - - --- - - -- --- .n � , , . � � , . ' (' t , � � � , 1.. , ', '� � I t / �- '; ' � — — — — — - — — . , � ` _ EXISTING DRY PENDENTS QT � SCALE Noted _� , � � i — � � �' JOB NUMBER. M-06-022 . 2 � 2• � �_ _ � - -E� � , J� � — — - - 2, � _ - ---- s-o o � _ � EXISTING UPRIGHT SPRINKLER HEAD (QT : 11 AHJ � � �� ' - � � 0 J y � � ^ O � DATE rJ/ZIO6 _ � � + � = sho I LOOR s o � T� s � . � mp c _ c < < riCs that this p I _ o �AIL 2 � � ' `°� � ( ;;��:-�� 7 � � 7 �s �; �� rev; �4��� � for �ts bas �c INDICATES CENTER OF PIPE ABOVE F D ' � ' X�_X• DRAW1NG NUMBER FP 1 of 2 L 1 S � �;;p' ;?rcc ��°; t� ,n �- •,c --.-_, _ , � :r:1ii1 �=�ts ,� _ , �� O INDICATES ITYDRAULIC REFERENCE POINT I I F � 2 , � _ .� , . , ,, < < - � � r. - �- , � .= , � � � .. e c ► , � E . 1 / - 1 -0 4 __.__ ._...� � � � , . , : � r , � � : . . ., . . , , � . SCAL . � � _ �e..� s - ° 9-9 SCALE ' 112" - 1 '-p�� � �, , � � � �, < < � � t �zY �: : .. �, +� u � , ` � , �� �, � ,� ,, � ` t��.. i � tyLivau �..! .ri � ��4L � lJ'��J � �1. ..� _ v �' 1Y Y� �f``! '� ✓ � I ... - _ _ _ .a.y 1 VI � ( i /�ll W� �t�'+ :� �T'�'- � _ __- ' , � E v �. ..i tlf�c'� ' �� 0 � ,