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Home My WebLink AboutVail Village Filing 2 Lot E & F VVMC . � � VAIL VALLEY MEDICAL CENTER FIRE ALARM DRAWING REVISION INDEX REV . DATE DESCRIPTION OF CHANGES / REQUESTED BY 8 / 89 Fire Alarm Shop Drawinqs Produced from electricai engineers plans �8 1 / 26 / 90 � ncorporate engineer's review comments, device changes from desiqn . DENVER, COLORADO �� a�� ppproved as Submdfed 0 - � Approved as Noted F�� /�'��-� ��'`-�— By� � � ,�;,-,,< � Titie: �'�� ,��< 3 . Z o " So �a3t2: No Euception Taken � Make Cnrrections Noted [� ReJectad ❑ Revise and Resubmit ❑ r., Submit Specified item ❑ �i CHECKING IS ONLY FOR GENE�7AL CONFORUtnNrE WITH 7HE DESIGN CONCEPT OF THE PROICCT AN� GCNCFAL CONIPI.IANCE WITH THE WFORMATIOM GIVCN IN THE CONTf:AC,T L`�)CU0.7EFiS. A"tY Pf,TIUN SHOWN IS SU91i:CT7D ThIE RCQUIitCMLNTS OF THE PLn.NS nN6 "FECb � FICATIONS. CGNTRAC'fGR IS RESPONSIRLE FOR : �IMENSIU�tl3 WHICN ��`r'�!'�� cJy �a ,y ,�a.� . SIIALL D[ CONFINMiD ANU COfiflEIATtU AT 1HL JUB SII'& Ff,u.�ICA• " ' " ��Lr� � �"� � ijl1r( � r%y ! � ` TIIiIJ PROCESSES & TECHNIQOES OF COfISTRUCIIUN; CUURUifJAilOtl �� '' - � � OF HIS WORK WITH THAT OF PLL OTHER ThiWES A'r!D fHE SAii�r�1G I� I_ I� � �± j�� -� �� TORY PLRFORhIANCE OF HIS WOHK. c�s�R��Rm Mn n&aI �S eOCcalTfn;i e ^c �M,�. & AS.,OC: � CATOR, Rl, ^ � �,. FEB 15 19�vo��, � � . �3�� z3�-��0� QQ 4 4 5 6 7 8 ' � K �Z J �� TO EXISTING ZONE 9 TAMPER SWITCHES n re � e �� EpUIP R . - - . ._- - - -- � _ __ PARTIAL BASEMENT PLAN �r `� MECHANICAL ROOM �, IF"�` `, , ewsnno ' i FACP EXISTING � p�� ANNUNGATOR ,�l . �\ PACP 'H ! � ' OF IN CONDUIT " \, � /,- . 4 5 �` � � EL EC RM ' , + ' G � _. . �f . , . �� ; , � � _. , :- ` ,o J ,#►, � ' „ W ��y ; . i Cp 6 p �, i� _ � � ��> _ _ � fp ` S + - � GENERATOR RM • W , B PARTIAL FIRST FLOOR r � ; Y m PARTIAL BASEMENT PL AN � °,, r� � ; i - . � � , ELEC / GEN ROOM NorES : • � � a � . CIRCUIT WIRE CODES . r �: � o � � } + � VERIFY EX�STING ZONE NUMBERS. B = I N I T A T I N G Z O N E W I R I N G: 2u 1 6 T H H N S O L I D; V I O L E T (�l 8 Y E L�O W (-] a AL L WIRING WILL BE IN A PARA�LEI LOOP: NO PARA LLEL BRANCHES ARE ALLOWED. F = ANNUNCIATOR POINT WIRING: lul8 AWG SOLID; d f� � ALl WIRES MUST TEST FREE OF ALL GROUNDS. WIRE COLORS ARE GIVEN FOR REFERENCE ONLY. IF DESIRED, WIRES CAN BE METAL TAGGED WITH ' H z Q ' ,d DUE TO INDUCED VOLTAGES, SIMPLEX DOES NO7 RECOMMEND LINE VOLTAGE (120VAC) BE WIRED IN POLARITY, CIRCUIT TYPE AND NUMBER. ' • = I o � � THE SAME CONDUIT WITH LOW VOLTAGE SYSTEM WIRING. AL� WIRE SIZES SHOWN ARE MINIMUM RECOMMENDATIONS. IF SMALLER WIRE IS DESIRED, PLEASE ' , , WIRE RUNS ARE SHOWN FOR CONNECTION ONLY. FINAI pECISIONS REGARDING ACTUAL WIRE OR CONTACT THE IOCAL SIMPLEX BRANCH TO DETERMINE COMPLIANCE WITH UL LISTINGS. t ' `' CONDUIT RUNS ARE THE RESPONSIBI�ITY OF THE ELECTRICAL CONTRACTOR AND NOT THE SUPPLIER. WHERE TYING INTO EXISTING DEVICES, MATCH EXISTING WIRE COLORS FOR CONTINUITY OF THE - . THE SIMPLEX TIME RECORDER COMPANY DOES NOT ASSUME RESPONSIBILITY IF CHANGES ARE MADE SYSTEM. _ WITHOUT CONSULTING THE SIMPLEX. WHERE WIRE CO�ORS AND /OR SIZES ARE SHOWN IN THE ELECTRICAL SPECIFICATIONS, THE � 4 S 6 THE INFORMATION IN THIS OOCUMENT IS PROPRIETORY TO THE SIMPLEX TIME RECORDER COMPANY SPECIFICATIONS TAKE PRECEDENCE OVER WIRE COLORS AND /OR SIZES SHOWN ON TNESE PRINTS. ;' AND IS INTENDED FOR INTERNAL SIMPLEX USE ONLY. SUCH INFORMATION MAY BE DISTRIBUTED TO - OTHERS ONLY BY WRITTEN PERMISSION. . ' . � G5 y : t K �ST � VAIL VALLEY MEDICAL CENTER . - � : � '� � ? ' . � - � � � j_ � _ , .'� ,o . �. � � AD DIT IONS - N - - � _ti . ^ � . � �. _ .o. * � � � � 7 ' �yr ' SCALE I /S�� = I � `_ � �E � - � - / - /CEN ROOM . :-. •-• E a � CO ,.% . a r A 5zx > . f � ` K EY PLAN N . � � . * };�� *' Y '� r� t • � Y • $ V �� tl� � � i� i w - . � ` �__y„ i �. � � t3 1 > 1�9� + �� 4 # � � CATOR. R�lM�4 & � ' `; " � . ` � � y � ' . : _ � __ � � C>s� a��c°�. � f 2 3 4 5 6 7 8 g �ATIENT LOUNGE 2 BEU RM - - . K � �.p NOTES: 28�p � , _ R EXISTING SECOND FLOOR ELEVATOR DETECTOR WIRING TO BE EXTENDED TO THiRD FLOOR. � R * EXISTING SECOND FLOOR ZONES TO BE EXTENDED TO NEW DEVICES FOR SECOND FLOOR & � I CONSTRUCTION AS SHOWN. � _ _ PROVIDE CONNECTION BETWEEN NEW FLOW SWITCHES AND EXISTING BUILDING SPRINKLER FLOW � F ALARM HORN /LIGHS. 2 BR S Tg - _ 2 8R VERIFY EXISTING ZONE NUMBERS. � ALL WIRiNG WILL BE IN A PARALIEL LOOP: NO PARALLEL BRANCHES ARE ALLOWED. 26 28 ALL WIRES MUST TEST FREE OF AlL GROUNDS, 28,D DUE TO INDUCED VOLTAGES, SIMPLEX DOES NOT RECOMMENp LINE VOLTAGE (120VAC) BE WIRED IN THE SAME CONDUIT WITH lOW VOLTAGE SYSTEM WIRING. , - 2B WIRE RUNS ARE SHOWN FOR CONNECTION ONLY. FINAL DECISIONS REGARDlNG ACTUAL WIRE OR R _ E R CONDUIT RUNS ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND NOT THE SUPPLIER. ' CONF � THE SIMPLEX TIME RECORDER COMPANY DOES NOT ASSUME RESPONSIBILITY IF CHANGES ARE MADE B D E B � 28,D WITHOUT CONSULTING THE SIMPLEX. THE iNFORMATION IN THIS DOCUMENT IS PROPRIETORY TO TME SIMPLEX TIME RECORDER COMPANY ' E AND IS INTENDED FOR INTERNAI SIMPLEX USE ONLY. SUCH INFORMATIOId MAY BE DISTRIBUTED TO R � _ Zg - � R OTHERS ONLY _B.Y WRITTEN PERMISSION. . � .-s' FIELD VERIFY THAT ADOITIONAL EQUIPMENT TO BE CONNECTED TO EXISTING CIRCUITS DOES ' ;' �NOT OVERLOAD EXISTING POWER CIRCUITS. CONNECT TO CIRCUITS IN NEW PANEI IF EXCEEDS �' , MED `IEXISTING CIRCUIT CAPACITY. Q • " Di t r 2B p 2ert B.P E 2ert ' H -- - - — 28R ` 2BR Z� ZB 2B CIRCUIT WIRE CODES: • 8 = INITATING ZONE WIRING: 2s16 THHN SOLID; VIOLET (.) 8 YELLOW (-) 2 C = HORN CIRCUIT WIRING: 2�12 AWG THHN SOLID; RED (.l 8 BLACK (-) B TO EXISTING D = 24VDC POWER WIRING; 2MI4 AWG THHN SOLID; RED (.) 8 BLACK (-1 ZONE 18 � R E = DOOR HOLDER CIRCUIT WIRING: 2x14 AWG 30UD; BLUE (.) B GREY (-) R MANUAL STATIONS - F . ANNUNCIATOR POINT WIRING: 1�18 AWG SOLID; ��,� jjj � � R = REMOTE LIGHT WIRING: 2#16 AWG SOLID; ORANGE 8 ORANGE 2B,D � � _ NURSE E 8,D WIRE COLORS ARE GIVEN FOR REFERENCE ONLY. IF DESIRED, WIRES CAN BE METAL TAGGED WITH � POLARITY, CIRCUIT TYPE AND NUMBER. R ALL WIRE SIZES SHOWN ARE MINIMUM RECOMMENDATIONS, IF SMALLER WIRE IS pESIRED, PLEASE R�—•' CONTACT THE LOCAL SIMPLEX BRANCH TO DETERMINE COMPLIANCE WITH UL LISTINGS. - � WHERE TYING INTO EXISTING DEVICES, MATCH EXISTIN6 WIRE COLORS FOR CONT7NUITY OF THE SYSTEM, WHERE WIRE COLORS AND /OR SIZES ARE SHOWN IN THE EI.ECTRICAL SPECIFICATIONS, THE SPECIFICATIONS 7AKE PRECEDENCE OVER WIRE COLORS AND /OR SIZES SHOWN ON THESE PRINTS. ^ 2B D E � ^ ` 2 BR 28,D2 B R u - -- I ZBR � OFFICE SOIL MECH � 2B CLEAN 2B p I35• EQUIP . _ R � i i - R i B,D E 2C R - • . 2B D SMOW E R _ ._ - 2B D 13Y . . R —T— Z 2 [ j � �i � B EXAM i � JAN R cL , 28 � E TO FACP . --a - ' NEW CKT ! 28,D i • F 2 e rt ( `� E - E .--- � NURSE LNG OFFICE - - . \_ E 28 �� , R 135• ..:_ _ _ - MED � ,� ! N . N ,r . . ' 28,D TO EXISTIN `- � � ` - � E 28 OfJE 20 � � CORRIDOR � ' ? LINEN ` O GLEAN -_ ANN • � E . �r • � OFFICE - ^. E ' R R �;�� 90F . E 28.D� ' y m � � . TO FACP � E -- �. � � � ° � • NURSE \ /y..� - . _ � o REINSTAIL IN O EXISTING �� - p� F O - p E NEw cEiuNG R OOR HOLDER � . °�° o m � PAN7RY 2B,D - - . �Li � s. e ,i.M_ .. '.� + � r. p i , 28 �r�� ^ �, ,: m : � 2B TO EXISTING ZONE i6 ^ - " ' 3 � � f�_l 2B�, FLOW SWITCNES ' �'.�`= '' ' a s i � � '¢ �w . E E 2B ,. . r— —i TO ExISTING ZONE t 7 ' 1 • s s " - �� _`'�� `�� ± � TO EXISTING ZONE 19 TAMPER SWITCHES ' '�� ;��, �a€�, • D �� ROOMS, PWR - � • K '� ; . ' � /I V�/�0 _ � . _ i d �� .. " ° � . . � a � ' U � � " v � � . . '� ' E /, , m - u . , . - a , p � � � _ s , _ . � � � : . �► '. � +�+ .w C - � � . • . - 4 .. �. � � . � V � . t . ` �iC�'Y ' 1►(}A!% �' .– „ I I � r _ �, . ' ' .. _ ,�+_ 1j � ' . +'. ' � Y',s r ;�r Y . � �.MSLR;�"�� H ' � . + ~� s �� f � � �� r LY� } _ - , S ,.. . N .- � e � � -. {� ')�y. 3+� '�- s �'t .� F i� � �. VAIL VALLEY MEDICAL CENTER �` ' � ' � � . �� ' :: � � � � �. � ADDITIONS . .; ,i . �. . :� SECOND FLOOR PLAN N `` � � f� �:.. . . � � SCALE I /8 ° = 1 � � ;?' y�� _ � ... . _ `, a ° y. , � � � , � - �Et� 7 ; 9990 J, - � � �� . A _— _ --'_ - -_ _ — — —__ --_ _. —_" — - - ___ _—'___�`___—_ _—_ _ r . F ga� -�� b 1 �-� Y'i CATOR. RUMa! & A55 .' "' . t , . ..�,> . � � -. �, ;? � Y - � � F• �' � - � - - 5� �� . . _� - .- . d :" . _. . a t 2 3 4 5 6 7 g g Sf11�C�� CLEAN QR. K , STa�R c TFf3 2B . ! � ' FI3� s�R NOTES: ALL WIRING WILL BE IN A PARA�LEL LOOP: NO PARALLEL BRANCHES ARE AL�OWED. R ALL WIRES MUST TEST FREE OF ALL GROUNDS. R 2B R DUE 70 INDUCED VOLTAGES, SIMPLEX DOES NOT RECOMMEND LINE VOLTAGE (120VAC) BE WIRED IN THE SAME CONDUIT WITH LOW VOLTAGE SYSTEM WIRING. �J q .dIRE RUNS ARE SHOWN FOR CONNECTION ONLY. FINAL DECISIONS REGARDING ACTUAL WIRE OR ANES /WORK ' � � � - CONDUIT RUNS ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND NOT THE SUPPLIER. - 2B ,� THE SIMPLEX TIME RECORDER COMPANY DOES NOT ASSUME RESPONSIBIIITY IF CHAN6ES ARE MADE WfTHOUT CONSULTING THE SIMPLEX. FS 28 � 28 � R ` � ' THE INFORMATION IN THIS DOCUMENT IS PROPRIETORY TO THE SIMPLEX TIME RECORDER COMPANY TO FACP AND IS INTENDED FOR INTERNA� SIMPLEX USE ONLY. SUCH INFORMATION MAY BE DiSTR18UTED TO 28 � TS ZON 55 2B i ZB p � THERS ONLY BY WRITTEN PERMISSION. � � OBSERVATION - T , O. R. 2B �R SCRUB SUB STERILE . TO FACP , TFl90 1� 2e CIRCUIT WIRE CODE3: ZONE 56 2C JAN � ; B = INITATING ZONE WIRING: 2�16 THHN SOLID; VIOLET I.) B YELLOW (-) Eou1P j �: = HORN CIRCUIT WIRING: 2u12 AWG THHN SOLID; RED (.) B BLACK (-) f ` D = 24VDC POWER WIRING: 2+�14 AWG THHN SOLID; RED (.) 8 BLACK (-) _ 2B,D o•R . _ / � E = DOOR HOLDER CIRCUIT WIRING: 2n14 AWG SOLID; B�UE (.) 8 GREY (-) f � R = REMOTE LIGHT WIRING: 2u1B AWG SOLID; ORANGE 8 ORANGE H _ - J � NIRE COLORS ARE GIVEN FOR. REFERENCE ONLY. IF DESIRED. WIRES CAN BE METAL TAGGED WITH POLARITY, CIRCUIT TYPE AND NUMBER. '.� R � / 2B ALL WIRE SIZES SHOWN ARE MINIMUM RECOMMENDATIONS. IF SMALLER WIRE IS DESIRED, PLEASE R 2g,D 2B , CONTACT TNE LOCAL SIMPLEX BRANCH TO DETERMINE COMPLIANCE WITH UL LISTINGS. _—.".____ _. -_ ___ _ . _.__ ,j WNERE WIRE COLORS AND /OR SIZES ARE SHOWN IN THE ELECTRICAL SPECIFICATIONS, THE ' R SPECIFICATIONS TAKE PRECEDENCE OVER WIRE COLORS AND /OR SIZES SHOWN ON THESE PRINTS. 28,D i 28,D,R � ,_ SCRUB � TFI90 __ R � 2B ' ,� �\ R � R R � `,, ?2R T, 2B � ` .. — '—`� 2B,D ' R 2B,R B � _r , 28,D - f � — B,D 28 � ��- '� ^ R / \ v -- -- � � NURSE NURSE LOCKERS LOUNGE R ` • 2B TO FACP 2B ZONE 53 2B � 1 DR LOCKERS � � zc � C �y ' IR \ - -- � s � I � 1 � �,► ze,° B ' l O. R. EOUIP p� 28 � , � - � 26 . � i � � TO FACP � _ � _ B - ZB ZONE 48 F R � R � STAIR B STOR SLEEP 26,p � 2B � � 2B.D ZONE4P WR ELEV TOFACP OFFICE 26,D R - �oBer ZONE SO,PINR D 2B 2B 2B � . GFCI 2 p OFFICE � � R R 2� �l TO FACP Z�NE 54,PWR ZO EA52 ZB �LOCnre FROM 2B BZO EA51 a o R 4C � DOOR HOLD S 2ND FLOOR , � c � -"`_., � _ 2B VERY FFICE E 2B'�PRE OP . 2B,D - I - I - - Q - B B � 2R D. 28 _ _ W t `a 0 D 2B D. 28r � D. 2B 28 i i - � R fs _ �__� � - �— E � 26.p ��i., \ 'm TS j � 2R 2B PJt ^. TO FACP � �• 2B - - g _ _ � T, • � - - LOCATED IN ELEVATOR o E � � � EQUIP. RM ON ROOF - STOR DKRM X - RAY WAITING VIDEO TRANSRIP EXAM WAITING � --- ' �- - - (� j : I / `. .. _ . . . __ ..__. '� . � . � C+ 01 [�'-. ; � �- - TOI L r �. - - � 4C 28 2B 2B R 2B 28 � � 26 2B 2B 2B � f {��. f s rop � ;'� � S 6 � � - 0° � � 28 � ' j 1 � 2 TOIL " m � 28 - 1 2B _ �_ ^ _ . -_ . � \ i 1 K ],__ ' i � � � � ~ m 2 ' — — �:;s D R �� 28 R - - � _ Q_ _ _ - � . . . __ - - � - - RECP MED REC R 2B - �'°� - r` ' I 2B `� ° �� 28 2B � -- _ _ � '�`a_ 4C � � E � 1oi � . � � . � exnM . � . BRE�K Riu SUPER PEET - - - - - - £ R 29 ` . _ . � _ " - c.# 2B R � 28 EXAM E% AM � R _ - � - ` -y' TOIL FILM FILES R I � /'� . i v .; - � � 2B U-U - , ' _ : t.--. ,� � 28 BILLING - � R R 1 , . , - -- �- # � - . - . ; h� .ru • `� R i ZB � } s � F; � 28 28 B • • .K EY PLAN . : N `�' P - ;; : / � ; t = 2B 28 � - �;: � . � t ,,, ,� C � ' OFFICE - f R STAIR A LIBRARY � . . , � _ - � • . . �� ' �� . _ � DECK a�- � � > B - SpORT3 OFFICE CONF TREATMENT BUS MGR •' � � � � EXAM DECK - � ' � ' � � ' OFFICE i . VAIL VALLEY MEDICAL CENTER � � k � � � � � � ADDITIONS � ' . � �� t � � OFFICE r- v OFFICE � THIRDe � FL00R PLAN N �� r -k � ' � A * s � FF` I� l :, 19�0 � � �*,� u . � CATpR, RUM�! & ASS�(;' `� � r � r . _ - -- - - _ � _ RED . EXISTING MOUNTED . RETURN TO IN . � TERMINAL STRIP SAME IN PANEI ANNUNCIATOR BLK - BOX TYPICAL SIGNAL CIRCUIT 260i-9015 CHIME STROBE MODIFIED Z#12 2902-9240 4903-9101 ; SECOND FLOOr2 25x18 ADDITIONAL WIRES EXISTING VIO . ANNUNCIATOR RETURN TO 2601-8015 TERMINAL STRIP � MODIFIED YEL- IN PANEL 2��6 TYPICAL FLOW ZONE FLOW SWITCH . FI ST FLO BY OTHERS VIO « RETURN TO TERMINAL STRIP YEL - IN PANEL 25�18 TAMPER SWITCH TYPICAL TAMPER ZONE ADDITIONAL WIRES 2�16 BY OTHERS �/�Q � L3 L4 � L3 L4 3 l4 � I YEL i � i ftETURN TO sz� sz — TERMINAL STRIP �ppgT�NTML�q�L CONSTRUCTIONOCLEANUP ISR 2MI6 3 z 3 � �� p 2 r-- - .. _ \ IN PANEL ' � �{ �� o • "CATCHING `�, COMPLETE. 2098-9446 f � TYPICAL CORRIDOR /ROOM ZONE SMOKE DETECTOR HEAT DETFCTOR � ��ECTOR _ f RELAY 2098-9201w /-9637 BASE 2098-9446 a pe 9f o t 209BY9738 24VDC f TO NEXT LVL ELEV LOBBY DET WIRE lN PARALLEL (END AT SHAFT VENT) .d� :-' .,;J� � . FIRE ALARM PANEL N ` t� 2001-8901 � REMOTE LIGHT ... _, ' . ..._ :-�, _ . -. . .r 2098-9788 �,— ...'-�------"` " ..._. _ _ . . VIO • I I 1 --' _ - - . _ . RETURN TO , - TERMINAL STRIP ZONING : l CONNECTION TO SMOKE DAMPERS FOR INDIVIDUAL ZONES WILLBE PROVIDED YEL 2 z 2 IN PANEL ZONE 9 - IST FLOOR OSSY SWITCHES (EXISTING) OUTPUT CONTACTS AND CONNECTIONS FOR PRE-OP AUTO DOORS TO COSE AND GO INTO 2��6 TYPICAL MANUAL ZONE ZONEI I - IST FLOOR WEST MANUAL (EXISTINGJ MANUAL OPERATION UPON GENERAL ALARM � BE PROVIDED. ZONE16 - 2ND FLOOR FLOW SWITCHES (EXISTING) • RELAYS FOR EACH OF THE TWO FIRE DEPARTMENT ON-OFF SWITCHES FOR SUPPLY FANS (SF48 SF5) '•. ZONE1 7 - 2ND FLOOR OSBY SWITCHES fEXISTING) � yy�� gE PROVIDED. IF EITHER SWITCH IS IN THE "ON" POSITION (FOR 100�/. O.IU A TROUBLE SIGNAL �+ ZONE 18 - 2ND FLOOR MANUAI. (EXISTING) SHALL BE INDICATED ON THE F.A.C.P. I ZONE I 9 - 2ND FLOOR N R001AS AUTQ (EXlSTINGI � ALARM FROM ANY DEVICE IN 20NE 49 OR 9 SHALL SHUT DOWN SURGERY SUITE RETURN AIR FAt�.._.- •' ZONE20 - 2ND FLOOR CORRIDOR AUTO (EXISTING) '. INTERFACE WITH TEMPERATURE CONTROL SYSTEM MANUAL ON /OFF CONTROLS AT NUR 3TATION ZONE48 - 3RD FLOOR N CORRIDOR AUTO (SURGERY] '� TO SHUT DOWN RETURN FA WILL BE PROVIDED. SUPPLY FAN GOES INTO 100% OU7SA5�� - .. , � : , ZONE49 - 3RD FLOOR N ROOMS AUTO (SURGERY) � ._ . _ . _, •: .: ' . 3" CONDUIT ZONE50 - 3RD FLOOR 5 CORRIDOR AUTO �� ._ _ _ _ _ _ : _ �- �!� -'� ZONE51 - 3RD FLOOR S ROOMS AUTO - ` x �o , aoyN � o EXISTWG Z 2� ZONE53- 3RD �LOOR D CT DETECTORS (SURGERY) � � � d q RED 3 3 ZONE54- 3RD FLOOR DUCT DETECTORS 3 3 ZONE55- 3RD FLOOR FLOW SWITCHES s 6 ZONE56- 3RD FLOOR TAMPER SWITCHES � � er e .- REFER TO DUCT DETECTOR INSTALLTION ZONE57- SPARE o ti �� BOOKLET (FIGURE. t14) FOR JUMPER ZONE58- SPARE s- . _ � CONFIGURATIONS. ZONE59- SPARE _ m _ , 2001 8001� PANEL d� I`~ ��" 3 7_�NE60. SPARE _ ,_ ` - _ . � � J 2 CABINETS EXIST. 2#14 �5 r 13 r � 16 SPARE ZONES PROVIDEP FOR 4TH FLR ADDITION "��., � " I CABINET ADDED 16 � �6 r RETURN TO 3RD FLR DOOR HOLDER CIRCUIT PROVIpEO � TERMINAL STRIP / ie �e • IN PANEL � 3RD FLR CHIME /LIGHT CIRCUIT PROVIpED rn � � ,, co 19 I9 • � ` � - o�p � ^ � za TYPICAL DUCT PETECTOR ZONE � -- � � - VI � 21 �_.___ _ - - - _� m a '' YEL 2 4i118 2 " ' , - ._ . _ � q W F � - � 23 ---� 2D � 2#� 24 - ' 24 ' x12 DUCT DETECTO KE REMOTE LIGHT ur Ker 2098-9649 2098-gB06 TO 115V SUPPLY NOTES : LEGEND : � . +, ALL WIRING WILL BE IN A PARALLEL LOOP: NO PARALLEL BRANCHES ARE ALLOWED. c � , �� ALL WIRES MUST TES7 FREE OF ALL GROUNDS. SYMBOL DESCRIPTION PART u MOUNTING EQUIP. SUPP.BY OUANTITY c�> • DUE TO INDUCEp VOLTAGES, SIMPLEX OOES NOT RECOMMEND LINE VOLTAGE (120VAC) BE WIRED IN IRE ALARM ADDITION 2001-890I 2975-9150 8ACK80X STR I .- ' THE SAME CONDUIT WITH LOW VOLTAGE SYSTEM WIRING. F FIRE AI.ARM ANNUNCIATOR EXISTING NOT APPLICABLE N /A Z � O CITY TIE • WIRE RUNS ARE SHOWN FOR CONNECTION ONLY. FINAL DECISIONS REGARDING ACTUAL WIRE OR MANUAL PULL STATIONS 2099-9225 2975-9178 BACKBOX STR 7 � o `'' 2�t�4 CONDUIT RUNS ARE THE RESPONSIBILITY OF THE ELECTR{CAL CONTRACTOR AND NOT THE SUPPLIER. � PHOTOELECTR{C DETECTOR 2098-920f 4" OCTAGONAL BOX E /C 96 f 3 ++ 24 O tHE SIMPLEX TIME RECORDER COMPANY DOES NOT ASSUME RESPONSIBILITY IF CHANGES ARE MADE �35 T HEAT DETECTOR 2098-9446 4" OCTAGONAL 80X E /C 6 � � `y MAIN FLOW 2MI4 WITHOUT CONSULTING THE SIMPLEX. L IONIZATION DETEC70R 2098- 954A 4" OCTAGONAL BOX E /C Q THE INFORMATION IN THIS DOCUMENT IS PROPRIETORY TO THE SIMPLEX TIME RECORDER COMPANY - REMOTE LIGHT _ 2098-9788 DEEP 2x4 BOX E /C 52 � � � o AND IS INTENDED FOR INTERNAL SIMPLEX USE ONLY. SUCH INFORMATION MAY BE DISTRIBUTED TO � DUCT DETECTOR 2098-9649 DIRECTLY TO DUCT N /A 6 � ' TO ELEY PRESS OTHERS ONLY BY WRtTTEN PERMISSION. - REMOTE TEST STATION 2098- DEEP 2x4 BOX E /C 6 .� r. a�, > � FAN CONTROL FIELD WIRING IS TO BE WIRED TO THE TFRMINAL STRIPS PROVIpED IN THE PANEL. ALL INTFJtNAL CHIME /LIGFiT 2902 /4903 4x4 SOUARE 80X E /C 14 • „ °r° � � BLU « WIRING IS TO BE HANDLED BY THE SIMPLEX REPRESENTATIVE. • DOOR NOLDER 2088-9554 DEEP 2x4 BOX E /C Z� � � $ � VERIFY ALL WIRING WITH SHIPPING DOCUMENTS. , FLOW SWITCH BY OTHERS BY OTHERS N /A GRY - ' AMPER SWlTCH BY OTHERS BY OTHERS NfA REMOTELIGHTS WILL 6E LABELED WITHEQUIPMENT BEING DETECTORED AFTER ACCURAT LIST OF'•. XISTING ♦ . 2�14 THESE DEVICES, INCLUDING ROOM NUMBERS, IS PROVIDED TO SIMPLEX BY RIVIERA ELECTRIC, • Pi PF.iaTOELECTRIC /HEAT DET . 2098-9202 4" OCTAGONAL BO E /C I � �i , s ' DOOR HOLDER ' FIELD VERIFY ALL FLOW AND TAMPER LOCATIONS WITH SPRINKLER CONTRACTOR. � 2088-9554 , E�EVATORS IN OLD BUILDING WILL CONTINUE TO BE RECALLED ON GEN�RAL ALARM, EXISTING � • ELEVATORS a1 8 a2 WILL CONTINUE TO RECALL ONLY ON LOCAL ELEVATOR �06BY OR SHAFT DETECTOR y �.�.;. , M � IIV ALARM, ELEVATORS RECALL NORMALLY TO FIRST FLOOR. IF FIRST FLOOR IS IN ALARM, ELEVATORS RE - � i�'� � , CALL TO BASEMENT. NEW ELEVATOR tt3 SHALL BE CONTROLLED AS ELEVATORS ul 8 u2. :� _ � � RECORD DRAWINGS FOR THE FIRE ALARM SYSTEM SHALL BE AVAILABLE TO FIRE MARSHAI.L PRIOR TO ` � .. � r � - _ . _ .• .• - . " FINAL TESTING. RECORD DRAWINGS SHALL HAVE BEEN REViEWED BY THE ENGINEER PRIOR TO TESTING. � _ _ _ _ . _ � - . __ _ _. + � , f-.�� `�� ._ ' y { " u f . . 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I ---�----_' . . - - ---- � I . . . . . . � . � .y � Ef � ti . R� .- . ' . � ' _ _ '-� - . �'_ _ __—__._�Z—_.__.._ '_r—tr�.. r--_.__. . _._ '"._ _' ...__..� � r � �J � � . . � � . � ._ - - - - -- - --� - - __ , 3 � , : � .. � . , , � � FIRST FLOOR PLAN - MECHANECAL -. _ _ � � --� 4VI I • ' � � SI — — ILiNq / 6RPAK , � � � � � i , � � � SCALE: 1 / 8R = ,1 � _0� . . _ _ ` . . . � {�-_]—} {___� � ' �=� i oio 5 �p ,� �-�o �3y oFr �s � . . � . . .f - _. �. - ll L� � ' I w � ! • ! � 1'---�---�---- -� � � " ---- � ' -- �---.....- .. . ._. _-- - . _..— .. ,.__. � — --�- - � --- .. . . . — —' --- —� t r . � L�, . __...... 1 - G � Cht �Ng BR(� K ..�r wYr�1� 1 -G u'�� . . _ . . l . . . SHELVfMf� ' SMQLVU/f �, � ` • ' I '__ ..�..._�" \ , . . r.`i . . __—._.._.� �— ... . _7-] _ZS.27 _ _ . . - - :. owci�� ,tiy REr'IoTE ARE,e. GENERAL NOTES INSTALLATION AS PER ] 989 NFPA ri13 , THE VAIL BUILDING /FIRE DEPARTMENT ANU JOB CHF: CK FUR HIGH 'PlMYEkATURE HEALS � THE . SPECIFICATIONS DATED 5 - 15 - 89 AND THE PLANS DATED 2 - 27 - 90 BY FISHER , RE�r,E THE FLUW TEST TO USED IN THF. CALCULATIONS I � RE.UUCED 20 � TO ACCOt)N �P FOR THE O . I ZOC>O SEASONAL FLUCT' UATIONS . "�' I DO ' AAID JOHNSON ARCHITECTS . PIPE HANGERS SHALL BE IN ACCURDANCE WITH 1989 NFPA si13 SECTION 3 - lU . � 3Z SPR� Nl�l.��s HcNGF,R SPACING AND HUL DIAMETER SHALL BE IN ACCORDANCE: WITH NFPA tt13 p� IGINAL TF:ST : RF.DUCED TEST � ALL MATERIAL SHALL BE OF DOMESTIC ( U . S . A . ) MANUFACTURE . A� FOLI,OWS : 138 PSI STATIC 110 . 4 PSI STATIC 1 " THROUGH 4 " PIFE 3 /8 " ROD 124 PSI RESIDUAL 96 . 4 PSI RESIDUAL PIPE SHA4L BE ALLIED " XL " THREADABLE THINWALL FOR 1 " THRU 2 " AND ANST ASTM 1760 GPM FLOWING 1908 GF'M FLOWING A53 SCHEAULE it40 FOR 2 - 1 /2 " AND LARGER . U5E HANGF.k TYYE � 4 1N BASENENT . ( 110 PITOT ON ONE USE HANGER TYPE # 7 FOR 1 " THRU 1 - 1 / 2 " HRANCHLINES ON 2rid F'LUOK . 2 - 1 /2 " OUTLET C - . 91 USE CAST IRON OR MALLEABLE IRON SCREW FITTINGS UN SCHEDULE tt40 YIPE FOR U5E HANGER TYPES # 8 & � 11 FOR 2 " THRU 4 " F' IYE ON 2rid FLOOR - ALL BRANCHLINES . ' BUILDING CONSTRUC'P10N IS CONCRE7'E UECK WITH COr1BUS'TIBLE FRAMEL SUSrENllA,D OCCUYANCY IS HOSPITAL - LIGHT HAZARD . DESIGN AS PER SPECIFICATIUNS USE WELD�D OUTLETS AND GROOVED COUPLINGS ON SCHEDULE p40 PIPE FOR ALL MAINS . CEILINGS AND WUOU STUD WALLS . PIPING I5 DESIGNED TO PkOVIDE 0 . 1 / 2000 + 100 THERF ARE 32 SPRINKLERS IN THE REMOTE AREA . � ` ALL WELDING SHALL BE PERb'URM�D BY A CERTIFIED WELDER MEETING THE THIS CONTFiACT uTARTS AT AN ERISTING 4 " GROOVED ELL AT THE RISER IN THE S G C O N D F L O O R P L A N - F I R E P R O T E C TI O N . . . REQUIREMENTS OF AWS D10 . 9 i�EVEL AR- 3 . FIRST FLOOR . ' , ., INSP$CT ALL WELDED W?LBTS TO YERIFY PIPE IS FREP ON' WELDING SLAG AND � SCALE : yIB � ° � � - O � i `• ' ".. , : • Cf37'QCTS AND THAT WELDBD FITTINGS DO NOT PROTRUDE INTO THE PnTH oF W A T E R S U P P L Y / H Y D R A U L 1 C D E S 1 G N � ., . , , � ' � WATB$FLOW . ALL W�LDS 3HALL 8� AIR TE$?$D IN SHOP . WATER FLOW .,TEST. . PERFORMED 5 - 24 - 90 AT . 9 � 50 AM BY THE . VAIL FIRE DEPAkTMFNT S P R 1 N K L E R C O U N T L . N O T N H A F � b S 0 N I N C . � G,:�, . ` °% ( MIKE McGEE ) , THE UPPER EAGLE VALLEY WATER AND SANTTATION DI :TRIC7' ( FELIPF � 4101 FOX SYkEET *. � 'E'!i�$S F>ROTECTIdN IS ?HE �1NE88 RESPONSIBILITY . GERULE ) AND L . NOTHHAFT AND SON , INC . ( NICK NOTHHA�'T ) . e • �LOBE MODEL " J " CHROME RF:CF.SSED , ll2 INCH -K= S . E . DENVER COLORl�OO ;�^ ;�'� ' �� [18E �O;�f., 6T8'!"&'fl AND F!! APF$AVSD �qOIPi�l�NT . THE CONTROL HYDRANT IS LOCATED 364 ' EAST OF THE EXTSTING 6 " X 9 " TAP IN � V A I L V A L L E Y M E D I C A L C E N T E R �'�;� ,. if � wEST r�nnow nRZVE . - ADDITIONS AND ALTERATIONS � A L L C O N f'I� N�I L V$S ,B H A L L F d A'R g T'!1�l P�R 9 W I T C H$S U . N . O . T H E F L O W H Y D RA N T IS LOCATE D 300 ' W EST O F THE E XI ST IN G 6 " X 4 " TA P IN W EST O GLOBE MODEL " J " BRASS UFRIGHT , 1 /2 INCH -K= 5 . 6 " , ,� '� , � � , �;p� pgi � . �+ ' 181 W . MEADOW DRtVE - VAtL COLORAD.O ;� A[,L �'��ICb'i�. ltZR^iN�9 I'� �!l OPlE� ,a• rr �• ro�� nw wr�s auww �r .' �;� � � ' „� , " , � THE EXISTIN(3 6 " MAIN IN WEST MEADOW DRIVE IS LOOPED TO THE 12 " MAIN TO THE pnt� n► � � � , ' ° , , ,.,;'• ; , ,�', y, � A�+ �'��,; Z+g� �3�'i. "�QtXT1l�M� I'� 8Y OTHRRS NORTH OF THIS BUILDING . THE 6 " LEAD- IN ON THE NORTH SIDE OF THE BUILDING IS e Q GLOBE MODEL " J " BRASS HORI20NTAL fiIDEWALL , 1 /2 INCH -K= 5 . 6 . � � �G� �_ , .• � �" : v�� • � a�� , • ' ' � . 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I I � ___ _... �� ' _ — . . . . .. - _ _ I 2 � . .._. __ . . _ . . . . .. . __ � � . . . .. __- ... 1 � �� . � '_ _ _.._ . .. . _._. . _. .. ... . .. .. ... . ,.. � 1J . . � ' �� ' G C. f1� �Nq 6R6rK �r r I � �.� � � _ _ . , _ ^ _ _ � . .___' � , tiHE �VirS � � SMQLV/MS . ... . �� 1 _ . '__ _ _ ._ _ _ �, _ ___ _ __ ._ __ _ � � _ _ : - _ tz�� GENERAL NOTES � � . . � . qZy�w� ev� ��y REp'IOTE 4RE� INSTALLATION A5 PER 1989 NFPA f� i3 , THE VAIL BUILDING /FIRE DEPARTMENT ANU ,70R CHF'CK FUR HIGH TEMF'F.RATURE HFAI�S THE SPECIFICATIONS DATED 5 - 15 - 89 AND THE PLANS DATED 2 - 27 - 90 BY FISHF,R , REECE THE b'LOW TEST TO USED IN THE CALCUI,ATIONS IS REUUCED 'GOY TO ACCOIJN 't FOR THF. � O . i Z,CbO -� ( 00 ' AND JOHN50N ARCHITECTS . PIPE HANGERS SHALL BE IN ACCURDANCE WITH 1989 NFPA tt13 SECTION 3 - lU . SEASONAL FLUCZ'UATIUNS . ' 3z, SPR.� N K6.E�S HANGF,R uPACING AND ROD DIAMFTER SHALL BE IN ACCORDANCF: WITH NFPA Oi13 A[�L MATERIAL SHALL BE OF DOMESTIC ( U . S . A . ) MANUFACTUkE . A5 FOI� LOWS : ORIGINAT, TEST : REDUCF.D 1'EST : 1 " THROUGH 4 " PIFE 3 /8 " ROD 138 PSI STATIC 110 . 4 PSI STATIC 124 PSI RESIDUAL 96 . 4 PSI RESIDUAL PIPE SHALL BE ALLIED " XL " THREADABLE THINWALL FOR 1 " THRU 2 " AND ANST ASTM 1760 GPM FLOWING 1408 GPM FLOWING A53 SCHEDULE ft40 FOR 2 - 1 /2 " AND LARGER . USE HANGER TYPE tt4 IN BASEMENT . ( 170 PITOT ON ONE USE HANGER TYPE St7 FOR 1 " THRU 1 - 1 / 2 " BRANCHLINES ON 2c� d P'LOOH . 2 - 1 /2 " OUTLET C - . 9 ) USE CAST IRON OR MALLEABLE IRON SCREW FITTINGS ON SCHEDULE tt40 PIPE FOR USE HANGER TYPES # 8 & # 11 FOR 2 " THRU 4 " YIPE ON 2r� d FLOOR - ALL BRANCHLINES . OCCUYANCY IS HOSPITAL - LIGHT HAZARD . DESIGN AS PER SPECIFICATIONS BUILDING CONSTRUCTION IS CONCRETE DECK WITH COMBUSTIBLE FRAPIED :, U :SrENllF;D pIPING IS DESIGNED TO PROVIDE 0 . 1 / 2000 + 100 USE WELUED OUTLETS AND GROOVED COUPLINGS ON SCHEDULE p40 PIPE FOR ALL MAINS . CF. ILINGS AND WOOU STUD WALLS . THERF. ARE 32 SPRINKLERS IN THE REMOTE AREA . � ALL WELDIN(i SHALL BE PERFORMED BY A CERTIFIED WELDER MEfiTING THF. THIS CONTRACT STARTS AT AN EXISTING 4 " GROOVED ELL AT THE RISEH IN THE S E C O N D F L O O R P L A N - F I R E P R O T E C T I O N _ REQUIREMENTS OF AWS D10 . 9 LEVEL AR- 8 . FIRST FLOOR . INSP$CT ALL WELDED OUTLETS TO VfiRIFY PIPE IS FRET OH WELDING SLAG AND SCALE : 1 / 8 � � 1 � - O � � � CUTOOTS AND THAT WELDED FITTINGS DO NOT PROTRUDE INTO THE FATH OF WATER SUPPLY / HYDRAULIC DESIGN . ., L . NOTHHAFT b SON INC . WAT`8RR'LOW. ALL WELDS SBALL BE AIR TES�SD IN SHOP . WATER FLOW . .TEST . PERFORMED 5 - 24 - 90 AT 9 : � 0 AM BY THE . VAIL FIRE DEPARTMENT S P RIN K L E R C O U N T 4101 FOX STREET ( MIKE McGEE ) , THE UPPER EAGLE VALLF,Y WATER AND SANITATION DISTRICT ( FELIPF FRS$ZE PROqECTION IS THE OiONERS RE3PONSIBILITY . GERULE ) AND L . NOTHHAFT AND SON , INC . ( NICK NOTHHAFT ) . � • � LOBE MODF. t, " J " CHROMF. RF:CESSED , 1 /2 INCH - K= 5 . E . DENVER COLORADO �' USE �f,/L . LISTSD AND FM APPi20VED EQUIP!l�NT . THE CONTROL HYDRANT IS LOCATED 364 ' EAST OF THE EXISTING 6 " X 4 " TAP IN V A I L V A L L E Y M E D I C A L � E N T E R �, wESx r�ADOw DRivE . - ADDITIONS AND ALTERATlQNS . ; AL4 t?Oi1�QL 9NLV$S SHALL HAV$ TAMPER SWIRCHES U . N . O . THE FLOW HYDRANT IS LOCATED 300 ' WEST OF THE EXISTING 6 " X 4 " TAP IN WEST � O GLOBE MODEL " J " IIRASS UPRIGHT , 1 /2 INCH - K= 5 . 6 ' 181 W . MEADOW ORIYE � VA1L COLORADO ' A!'+ir ��$C�'RICA�r NIRINf3 IS BY 04't�ISRS MEADOW DRIVE . �u• rr s�• *a�riu. �wrM+t�r www �r I ' �- � THE EXISTINl3 6 " MAIN IN WEST MEADOW DRIVE IS LOOPED TO THE 12 " MAIN TO THE � qe7u M C$!1'C8�4I1 S`'T�l�3#� $UPERVISION fIF IiBQl3�Ft'�D ) IS BY 07HER8 NORTH OF THIS BUILDING . 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INSTALLATION AS PER 1989 NFPA ri13 , THE VA7L BUILDING /FIkE DEPARTMENT AND .70A CHF; CK F'UR HIGH 'I'EMF'F.RATIiRE HF. AI�S , THE SPECIFICATIONS DATED 5 - 15 - 89 AND THE PLANS DATED 2 - 27 - 90 BY FISHER , RE�r,E THE b'LOW TEST TO USED IN THE CALCUL,ATIONS IS REUUr, ED 20 � TO ACCOUNT FOR THE � O . I / �000 -� ( 00 � AND JOHNSON ARCHITECTS . PIPE HANGERS SHAT, L BE IN ACCURUANCE WITH 1989 NFPA tt13 SECTION 3 - lU . �EASONAL FLUC1'UATIONS . • ' 32 SPRJNKI�E�S NANGF,R SPACING AND HOD UTAMETER SHALL BE IN ACCORDANCP: WITH NFPA It13 ALL MATERIAL SHALL BE OF DOMESTIC ( U . S . A . ) MANUFACTUkE . A5 FOLLOWS : ORIGINAf, TEST : REDUCED TEST : 1 " THROUGH 4 " PIFE 3 / 8 " ROD 138 PSI STATIC 110 . 4 FSI STATIC 124 PSI RESIDUAL 96 . 9 PSI RESIDUAL ' PIPE SHALL BE ALLIED " XL " THREADABLE THINWALL FOR 1 " THRU 2 " AND ANSI ASTM 1760 GPM FLOWING 1408 GPM FLOWING ' A53 SCHEDULE �t40 FOR 2 - 1 /2 " AND LARGER . USE HANGF,R TYPE ti4 IN BASEMENT . ( 110 PITUT ON ONE , USE HANGER TYPE tt7 FOR 1 " THRU 1 - 1 / 2 " BRANCHLINES ON 2rid FLOOk . 2 - 7 /2 '• OUTLET C - . 9 ) , USE CAST IRON OR MALLEABLE IRON SCREW FITTINGS ON SCHEDULE tt40 PIPE FOR USE HANGER TYPES # 8 & pll FOR 2 " THRU 4 " PIPE ON 2nd FLOOR - n ALL BRANCHLINES . BUILDING CONSTRUCTION IS CONCRETE DECK WITH COMBUSTIBLE FRAMED SU:�rEN1��D OCCUPANCY IS HOSPITAL - LIGHT HA2ARD . DESIGN AS PER SPECIFICATIONS CEILINGS AND WOOU STUD WALLS . PIPING IS DESIGNF.D TO PkOVIDE 0 . 1 / 2000 + 100 ' USE XELDED OUTLETS AND GROOVED COUPLINGS ON SCHEDULE p40 PIPE FOR ALL MAINS . THERE ARE 32 SPkINKLERS IN THE REMOTE AREA . � C +� . ALL FIELDING SHALL BE PERFORNED BY A CERTIFIIiD WELDER MEETING THE THI S CONTHACT STARTS AT AN �XISTING 4 " GROOVED EGL AT THE RISER I N THE S � C O N D F L O O R P L A N - F I R E P R O T E C T I O N REQUIREMENTS OF AWS D10 . 9 1.EVEL AR- 3 . FIRST FLOOR . , . ., .. . • ,' � ��, � IN5P8CT ALL WELDED OUTLETS TO VERIFY PIPE IS FREE Or WELDING SLAG AND SCALE : 1 / S � ° 1 � - O � � , , CUTOOTS AND THAT WELDED F'ITTINGS DO NOT PROTRUDE INTO THE FATH OF W A T E R S U P P L Y / H Y D R A U L I C D E S 1 G N L . N O T H H A f T b S 0 N I N C . � i WATERFLOW . ALL WELDS SHALL BE AIR TE3TED IN SHOP . WATER FLOW . .TEST . PERFORMED 5 - 24 - 90 AT 9 : 50 AM BX THE VAIL .FIRE DEPARTMFNT S P RIN K L E R C O U N T 4101 FOX STREE7 ��'�", ( MIKE MeGEE ) , THE UPPER EAGLE VALLEY WATER AND SANITATION DI ;TRIC1' ( FELIPF � �Y F'REEZS PROTECTION I $ THE OWNERS RESPONSIBILITY . .. GERULE ) AND L . NOTHHAFT AND SON , INC . ( NICK NOTHHAFT ) . Sse • �LOBE MODEL " .7 " CHROMF. RFCESSED , 1 /2 iNCH -x = s . e . DENVER COLORADO " t USE U/L 6ISTED AND FH APP'ROV6D EQtJIPtlEIiT . THE CONTROL HYDRANT IS LOCATED 364 ' EAST OF THE EXISTING 6 " X 4 " TAP IN V A I l V A L L E Y M E D I C A L C E N T E R ° i� wEST r�nnow DRivE . - ADDiTIONS AND AL7ERATtONS ��4�> ",` � R L L f.'(�f T�U L F A L V S 6 S H A L L H A V S TA14 P E k SWIT C H ES U . N . O . THE FLOW HYDRANT IS LOCATED 300 ' WEST OF THE EXISTING 6 " X 9 " TAP IN WEST � O GLOAE HODEL " J " BRASS UPRIGHT , 1 /2 INCH - K= 5 . 6 ' ' 1s1 W . YEADOW Dit1VE � YAIL COLORAD ' MEADOW DRIVE . ` � AG,� SL�C'FRI`CA� NI�tINfi IS BY OT[�ERS � ,a• e+r ar• ior�t n� M�r w�vrN �r '�'� , � � � ' THE EXISTING 6 " MAIN IN WEST MEADOW DRIVE IS LOOPED TO THE 12 " MAIR TO THE o�s1i► � ' • y L'�Et91`RAt� 81'A'l�it $[1�RVISIO�i fI,F Rt@OI�� I'S BY OTHER3 NORTH OF THIS BUILDING . THE 6 " LEAD- IN ON THE NORTH SIDE OF THE BUILDING IS e Q GLORE MOUEL " J " BRASS HORI20NTAL SIDEWALL , 1 /2 INCH -K = 5 . 6 . , Mtt � fWit r �� ''Y , . , � ,, ,-, ;. � ° ' INTERCONNECTED TO THfi 4 " LEAD- IN AT THE SQUTH SIDE OF THE $UILDING . 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' . ... n _ � f � SCALE : 1 / 8 m 1 -0 , L L , . � o.,o g.o � oF�« � � , .. � � f - z._----------� - -o-- __._ ] i -- �- -- -------- - - -- - -- � � - �-._� — — — — -- � � � ' _ . .. .._ ' _ ' __"__ , w Cf1UN9 6[MK �r� ...— __—�"'". _.__.. . _ —___ . .. ...�__. '_" 1 . �� r�1--�I (� r�� , f 1 —1 . ... ------�-7 � . SHE �V✓5 . . ' fl SMCIV/MS . , � �� _ __- � 1 �_ -� �----��_� � ` GENERAL NOTES - � . . _ �. aWy��- �� +Ny RErIoTE 4RF�. INSTALLATION AS PER J989 NFPA t113 , THE VAIL BUILDING /FIRE DEPARTMENT ANU .70H CHF:CK F'UR HIGH 'TEMYERATURE HEAUS THE FI�OW TEST TO USED IN THE CALCUI�ATIONS IS REUUCED 'LOX TO ACCOl1NT FOR THE • o . I / �pOo THE SPECIFICATIONS DATED 5 - 15 - 88 AND THE PLANS DATED 2 - 27 - 90 BY FISHER , REECE "�' I 00 ' AND JOHNSON ARCHITECTS . PIPE HANGERS SHAI,L BE IN ACCORDANC� WITH 1989 NFPA tt13 SEC,TION 3 - lU . SEASONAL FLUCTUATIONS . • HANGF,R SPACING AND ROL UTAMETER SHALL BE IN ACCOHDANCE WITH NFPA n13 32 S� NK �"�R'S ORIGINAL TEST : REDUCED TEST : ALL MATERIAL SHALL BE OF DOHESTIC ( U . S . A . ) MANUFACTUFlE . AS FOLLOWS : 138 PSI STATIC 110 . 9 FSI STATIC 1 " THROUGH 4 " PIFE 3 /8 " ROD 124 PSI RESIDUAL 96 . 4 PSI RESIDUAL - PIPS SHALL 8$ ALLIED " XL " THREADABLE THINWALL FOR 1 " THRU 2 " AND ANSI ASTM 1760 GPM FLOWING 1408 GPM FLOWING ' �` A58 SCFiEDULfi N40 FOR 2 - 1 /2 " AND LARGER . USE HANGER TYPE s� 4 IN BASEMENT . ( ] 10 PITOT UN ONE USE HANGER TYPE tt7 FOR 1 " THRU 1 - 1 / 2 " BRANCHLINES ON 2nd FLUGH . 2 - 1 /2 " OUTLET C - . 9 ) � OSE CAST IRON OR MALLEABLE IRON SCREW FITTINGS ON SCHEDULE fi40 P1PE FOR USE HANGER TYPES it8 & itll FOR 2 " THRU 9 " PIPE ON 2nd FLOOR - ' ALL BRANCHLINES . ' � � OCCUPANCY IS HOSPITAL - LIGHT HA2ARD . DESIGN AS PER SPECIFICATIONS a BUILDING CONSTRUCTION IS CONCRETE DECK WITH COMBUSTIBLE FRAMF:A ,U.;YENUED pIPING IS DESIGNED TO PROVIDE 0 . 1 /2000 + 100 USE WELD�D OUTLETS AND GROOVED COUPLINGS ON SCHEDULE i140 PIPE FOR ALL MAINS . CEILINGS AND WOOD STUD WALLS . THERE ARE 32 SPRINKLERS IN THE REMOTE AREA , � ' �' k ALL t46I.D,IlN,� SHALL SE PERP'O�D BY A CERTIFI$D WELD�R MEETING THE THI S CONTRACT STARTS AT AN EXISTING 4 " GROOVED ELL AT THE RISER I N THE S G C O N D F L O O R P L A N - F I R E P R OT E C T IO N � RE�iUII�N�tiTS Ob' KiiTS D10 . 9 t�fiVSL AR- 9 . FIRST FLOOR . • , R III�BCI' dLL �LDED WTL$"f8 TO VBRIFY PIPE IS FRE� OF WELDING SLAG �ND � SCALE : 1 / 8 � � � � - O � � , . ' 4 X�,CI�' ADID i`HAT WTLIYS� FITTIN(33 DO NOT PROTRUDE INTO THE PATH OF W A T E R S U P P L Y J H Y D R A U L i C D E S 1 G N • � L . N O T H H A F T b S0 N 1 N G. , � '��C1��: A�iL W�J+�B SHALL BS AIR TS$TSD IN $HOP . WATER FLOYL..TEST. .. PERFORFIED 5 - 24 - 90 AT . 9 : 50 AM BY THE .VAIL ,FIRE DEPARTMENT S P R 1 N K L E R C O U N T . .. . . . '. � ( MI[� McGEPs ) , THE UPPER EAGLE VALLEY WATER AND SANITATION DISTRICT ( FELIPF � ' ' �101 � �� , � ��T, '3Qi� I#1 � �S �BILITY. GERULfi ) AND L . NOTHHAFT AND SON , INC . ( NICK NOTHHAFT ) . e • GLOBE MODEL " J " CHROME RECESSED . 1 /2 INCH -K= 5 . E . _ OEI�R C�ADO ` � �i A�,, � �1ii11 �b! �D �I�tiT . . THE CdNTROL F3YDBANT IS LOCATED S84 ' EAST OF THE �XISTING 6 " X 9 " TAP zN � � A1 . VALL: � � �;�V � �, �+ G` N �; �� , � w�sT r��worr rnzzvE . - ADDlTIOt+1 � � A #�1 �3 /lL � ER �41Tt4� 4� S �� Q � Y � r . . .. .� � ? �� M.� 811T�Q� U . N . p . TH� FLOW HYDRANT IS LOCATED 300 ' WEST OF THT EXISTING 6 " X 4 " TAP IN YlE3T � O GLOBE MODEL " J " BRASS UPRIf3EIT , 1 /2 INCH-K= 5 . 8 ' � ' 1S1 W. YEA'D . � ��E '��, �� ' R►` 1�.0 � , ��r ��i s �� r r � MSADOIi DRIVE . • � t�• ta' f�s' �MI�t K w, ^' M k Y� � w , 3 " . ,'^ , ' , �� , THE EXISTINd 6 " MAIN IN W&ST HEADOW DRIVT IS IAOPED TO THE 12 " MAIN TO THE �� < A � " : ' � � ��S�dIR 'E�T,1�' li�Qlyllt�) _ T8 ;8Y Q� NOIi'fH OF THIS HDILDING . TE� 8 " LEAD- IN ON THE NORTH SID� OF THE SUILDING IS � Q GLOBE MODEL "J " BRASS HORIZONTAL SIDF.WALL , 1 /2 INCH-K= 5 . 8 . *� '�' �' r � � � � k °� n� "' � ` . ' ` ,� - INTERCOF7NTeC1`ED TO THT 4 " L�AD- TN AT THE 50UTH 3IDE OF THE SUILDING . � ^ '� - �� . � . . + � �ev� .,. ,�. � y� � �°�' t .'� '��d +'� �+� 4,,�� H . � � ; . � �, � , ' . Ani'H , l�fiAArINFi ..ARE.. .U.S�D... IN ..TEt� CALC.t)I,ATIUNS . . . .. .. . . ._ . . ; ' • , • , � . ,�f +� � ^w ;��' r, � �,',� & ' q� ' ' ,r 1, y w µt '� ,�i� yrZ+4a Wnyf � Ai^�9� � �� 1d.' r'S�^ d + q,� f * 17+;. • * ' a ` �k! '" ; � ' � , . � , . � � � . . . . , � � � � , � . . „� . .. r . .. � � . . . � , . . 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SEASONAL FLUCTUATIONS . � 32 S'PR.aNK4F�2S '� HANGF,R SPACING AND ROD DIAMETER SHALL BE IN ACCORDANCE WITH NFPA ti13 ��' ALL MATERIAG SHALL BE OF DOltESTIC ( U . S . A . ) MANUFACTUFtE . A5 FOLLOWS : ORIGINAL TEST : REDUCED TEST : F 1 " THROUGH 4 " PIFE 3 /8 " R�D 138 PSI STATIC 110 . 4 PSI STATIC �� ` 129 PSI RESIDUAL 96 . 4 PSI RESIDUAL "� �„: ' PIP� $BALL BE ALLI$'D "XL " THREADABLE ?HINWALL FOR 1 " THRU 2 " AND ANST ASTM 1760 GPM FLOWING 1408 GPM FLOWING ' ,;' , • A59 SCH$�ULE p40 FOR 2 - 1 /2 " AND LAI2GER . USE HANGER TYPE t� 4 IN BASEHENT . ( 110 PITOT ON ONE �'"' USE HANGER TYPE ri7 FOR 1 " THRU 1 - 1l2 " BRANCHLINES ON 2r�d FLOOh'. . 2 - 1 /2 " OUTLET C = , 9 ) „ � USS CAST IRf)Zi OR MALLEABL� IR�DI SCREW FITTINGS ON SCHEDULE �40 PIPE FOR USE HANGER TYPES � 8 & � 11 FOR 2 " THRU 4 " PIPE ON 2nd FLOOR ,' ; ! ALL 8&ANCBLIH�S. OCCUPANCY IS HOSPITAL - LIGHT HAZARD . DESIGN AS PER SPECIFICATIONS BUILDING CONSTRUCTION IS CONCRETE DECK WITH COMBUSTIBLE FRAMED SUSrEN1�ED �F"' , � U$E i1E[�$TD OUTLET5 AND GROOVED COUPLINGS ON SCHEDULE St40 PIPE FOR AI.L MAINS . CEILINGS AND WOOD STUD WALLS . PIPING IS DESIGNED TO PROVIDE 0 . 1 /2000 + 100 . ' ""�'` ' � THERF. ARF. 32 SPRINKI,ERS IN THE REMOTE AREA . 1 �;'s, � " � - :� � , t�LI� F?E[�AI1QGi SHALL BE P&RFOI�lEA BY A C$RTIFIED WELDER MEETING THE THIS CONTRACT STARTS AT AN EXISTING 4 " GROOVED ELL AT THE RISER IN 'fHE SECOND FL40R PLAN -- FIRE PROTECTIQN . � � f �IU�TS OF AW$ I�10 . 8 L$V�L AR-3 . FIRST FLO�R . ; ; „ � � ' , � • ' SCALE : 1 / 8 " � 1 ' - 0 ' � �• � . , , �' '.� � � '• ' ' ' ' a ' Ati[. �+T$LABD (�3'LETB TO YT�BI�'Y PIPE IS FRE� Off WELDING SLAG AND • • �,; AtZD T�AT i�F�LD�D �3TTINQS DO Ii0'P PROTRUD� INTO TH� PATH OF W .A T E R S U P P L Y / H Y D R A U L 1 C D E S ( �i N � .. • ' � t , � • .'' l.��r t�t,D�3 5;8I,t,t� 8� Ai8 4��YR�! IN SAOP . wATER .FLOW ..R�EST. ..PERFORMED .5 - 24 - 90 AT . 9 : 5o A1�! BY THE . {1AIL �'IRE DEPARTMENT 8 P R 1 N K L E R C O U N T � � . L . NOTHHAfT b SON INC "-�" � � *' � ��' � °` � ''"` � "�' • " ' ( MIt� McG$fi ) , THE OPPER EAGLE VALLEY WATER AND SANZTATION DISTRICT tFELIPF � ' 4101 �i STREET � �" i� � �� WI �'k� ��BILITY GERULE ) AND L . NOTHHAFT AND SON , INC . ( NICK NOTHHAFT ) . � • (3LOBE MODEL " J " CHROME RECESSEA . 1 /2 INCH -K- 5 . E . OEIiW�ER �►DO � ' �� O ' S AST OF THE TXISTING 6 " X 4 " TAP IN � _ A � � �.. s, � � � � I� � �� } � � � /�� TE� CONTROL HYDRANT IS LOCATFsD 864 E � �, � �+��'� � N 0 T88 FLO�W�HYDRAIiT�IB LOCATTD 3 0 ' W� T OF THE EXISTIAll3 6 " R 4 " TAP IN 1�E3T O fiLOBB HODEL " J " BRASS UPRIt3HT , 1 /2 INCH-K= 5 . 8 • . � � � ' � �� " " � R �' �� f .� t+�ADO�r DRIVa : . , , � . , . 1 � 1 W . > �i 'M1' � w 1 C ; • � " s �, 'FHS TICIS?I 6 " MAIlI . 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ALL WELDIN6 SHAGL BE PERFORN$D BY A CERTIF'IED WELDER MEET2N„ THE �"�' � F�EAUIREHSNTS OF A91S D10 . 9 LEYF.'L AR- 3 . - - ":% - - - � x �sriN �y B�t,rwrwcr .vs �v � JPR �srrr SP2i.�� ceR INSP�CT ALG WBLDSD OUT[,ETS TO VERI [�'Y PIPE IS FREE OF WELIIINC �LAG AND = _ _ _ = Ex � sT � ti9 FECOMA �N / WET sr.woni.r L � N� , CU'f0(�'!'S AtdD THAT WE; LDED F' ITTINGS DO NQT PROTRUDP 2NTO THE PATH �)F Extsr � �� B ��TreRF� ✓ �/� cue WATERFLOW . ALG WELDS SHAI,L BE AIR TESTF.D IN SH�:)P . - `��' — . FREF. ZE PROTECTION I :i THE OWNER:i RF. SPONSIBILITY . -�C � -+4 ��c'xx E � � ST�N�' BR�INCNL /N! � r/ LD Hmn! To gt /1fMO✓e0 . - � � � • 12 t. I V, N , lt• K 1 V� r7su � r � STYtL 922 F}ooK4R � . , UaR U / L LI4TED E61UIPMENT ; ALL E:LECTRI �:AL WIRING IS BY t.)THERS � r,ENTRAL STATTON SUPERVISiON rTF REWUTKEUI IS BY GTHERS PAINTING OF PIPING IS BY OTHERS ' JOB CE3ECK FOR HIGH TEHPERATURE NEAUS . PIP� HANGERS SHALL BE IN ACCORDANCE WITH 1989 NFPA RI ? SE ::TI �)N 9 - 10 ' ' HANGEk SPACING AND RAD DIAMETER SHALL BE IN ACr,oRGANCE WITH NFF�A �► � 3 AS FOLLOWS : , 1 " THRL)UGH 4 " FIPE 3 / 8 " F:OD 5 " THROU�H A " PIPE li2 " ROD • STATIC WATER PR�SSURE AT THE ( EXISTINGI YQINT �7F �'i�NNECTlUN 'CU THE ] � " CIRCULATING MAIN AT ELEVAT20N R1, 39 , 0 = 142 PF : . ` � BASEMENT ffIAOR ELEVATION : 3133 . 0 �°� 1 � 3 4 5 Y 6 � � � a ° i� C• ' . " . � Ib . � � ��i; t � . . � ��.. ' , � � �ti ;`r. . I � o , ;+i �r � 3�3.S.Z fn rc�amping etating systema. a nipple not ez- "'" y , p � � ceeding i m. ( 102 mm! in I:n�th and uf the wme p�pr , , : � thrcad sue an the sprinkler brin; remuvrd may be used. 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' � � GENERAL NOTES - � - . ... _ . _. .. . . - . . . , • . . _ .. . . . . _. . . .. . _ _.. _ owc�� eu� �NC� RE.r'IOTE A2E.e, � . .� INSTALLATION AS PER ] S89 NFPA f113 , THE VAIL BUILDING /FIRE DEPAR7'MENT AND JOH CHF.CK FOR HIGH TEMPERATURE HEALS � ' � � � ��Q THE F'LOW TEST TO USED IN THE CALCUI�ATIONS IS REUUCED 20 � TU ACC013NT FOR THE + ( DO �� •� THfi SFECIFICATIONS DATED 5 - 15 - 89 AND THE PLANS DATED 2 - 27 - 90 BY F' ISHER , REECE • - • ; , ,� AND JOHNSON ARCHITECTS . PIPE HANGERS SHALL BE IN ACCORDANCE WITB 1989 NFPA ri13 SECTION 3 - lU . SEASONAL FLUCTUATIONS . • HANGFR SPACING AND ROD DIAMETER SHALL BE IN ACCORDANCE WITH NFPA it13 � � �R"� NK'�S "� '�" PIPEMSHALLABESALLIEDE" XL " �HRfiADABLE TRINWALLNFORC1UkTHRU 2 " AND ANSI ASTM AS FOLLOWS�HROUGH 4 " PIPE 3 /8 " ROD �12qGpSI �RESIDUAL 96� 49PSIIRESwINGL � - ` ;� �& , 138 PSI STATTC � A53 SCHEDULE f140 FOR 2 - 1 /2 " AND LARGER . USE HANGER TYPE �4 IN BASEMENT . 1760 GPM FLOWING 1408 GPM FLO ` s „ r^� USE HANGER TYPE i17 FOR 1 " THRU 1 - 1 /2 " BRANCHLINES ON 2nd FLOOk . ( 110 PITOT ON ONE �,� USE CAST IRON OR MALLEABLE IRON SCREW FITTINGS ON SCHEDULF, t140 PIPE FOR USE HANGER TYPES is8 & . � 11 FOR Z " THRU 4 " PIPE ON 2nd FLOOR 2 - 1 /2 " OUTLET C= . 9 ) =,: , ,,4,, ...�,.-,.•,..�.' ; . ALL BRANCHLINES . ' OCCUPANCY IS HOSPITAL - LIGHT HA2ARp . DE3IGN AS PEB..'1`i$� �.tIFPA�`'3 • '�m "'" BUILDINa CONSTRUCTION IS CONCRETE DECK WITH COMBUSTIBLE FRAMED SUSYENI)ED ""P:'� � PIPING IS DESICiNED TO PROVIDE 0 . 1 /1�00 + 100 ' ' q UoE WELDED OUTLEPS AND GROOVED COUFLINGS ON SCHEDULE p40 13IPE k'OR ALL MAINS . CEILINGS AND WOOD STUD WALLS . THERE ARE $3 SPRINKLERS IN THE REMO?E AREA . � ° ALL WBLDING SHALL BE PE&FORMED BY A CERTIFIBD W�LDER MEETING THE THIS CONTRACT STARTS AT AN EXISTING 4 " GROOVED ELI, AT THE RISER IN THE SECOND FL40R PLAN - FIRE PROTECTION �� - q � � � � ' ItEQU�R$MEDiTS OF AWS D10 . 9 i,�V$L AR- 3 . FIRST FLOOR . ' ' , tro� • , INSP�CCT AL�, WELt�D OUTi�"TS TO VERIFY PIP� IS FRES 41� i�iELDINfi SLAG AIiD � SCALE: 1r $� � 1 � -0� l `• - . �C ,l��t8 Mi�? TAAT WSLDTD FITTING3 DO NOT PF;OTRUD$ IN'1`O THE PATH OF � �V A TE R 8 �! P P � Y / H Y O R A U 41 C D E 810 N � � " " �Q � � W T RFLOW . ALL i�$LD8 SEiALL SE AIEt "P�STSD IN SHOp . 1�TA4'�& .FIAN�,,.�'SS�.-�'ORMSD .5 -24 - 90 A1' _9 : 50 AM BY TIiE .�ZAIL .FIRE DEPARTMENT 8 P f! 1 N K L t R C 0 U N T' . . _ • �pGER' �� . �� "' " � � �" � � � „ � , fliI� !!ct#8�') , 'TEi'E OPPBR EA(�LE VALLSY WATTR AND SANi1'A?IORi DISTRICS ( PTcLIPF _ ' . O � ' � , FREE2$ I�09�QT �QN I$ 4'E� • 01il�ERS 1�SPgN6IBILITY . , � �'� l4N�. 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NOTHHAFT AND SON , INC . : 'b � .t IRE SPRINKLER CON �'RACTORS % �'. � �w f�- , � 4Ai?, 1 F'OX STREET X Y ,�: �v ..� � DENVER . COL4RAD0 802 :. 6 t3Q3 ) 433 - 3329 � o� o� ww %� NQTE ! THE FLOW TIEST USED IN TFiESE CALCULATIONS HAS `' � 'sID , G?,o � BEEN REDUCED BY 209� TO ACCOUNT FOR PEAK DEMAND PERI4DS . • '- °°• �`� #+A�- E`' ��°/'y��v � � Vi9f � a° e � \ NC�?'�� ! THE C�L � ULATIQNS ARE BASE � ON BOTH LF�ITI - TN� FT .()WTNC�' , C� F CO �� KUTE � TH� CALCULATIUNS RLLOW FOR FUTURE REDUCED PRESSURE FA�KFLOW PREVENTERS � - I p - q � FLOW TEST RESULTS STATIC 1Z0 . � � PSI RESIDt7 �� AT 1408 . Q GPM 95 . 40 FSI PRESSURE AVAILABLE AT 509 . 9 GPM 108 . 26 P5I SJ:�MA??Y OF SP� IATK_ LER OI7TFLOWS � � � � . 1^ � �.yn ..:,a �� b� � . ``� � �� . � � �; -.� ,�; ,�'�, � °. ;�- a �: ApA �o�+�d a� �� t�� l� ACTUAL NIINIML�M Appfl'0�l�d aS � ��9� ❑ Sz'R FLOW FLOW K - FACTOF PRE� � U i� ��`�� - - - -• - - - - - - - - - - - - - - - - - - - - ' ;`' � l�� ,�: . � 51 14 . 8 2 14 . 8 2 5 . 60 7 . Q`� �� ,: %�'�'�- �?��v /y�y� 15 � 1 � . 42 � 14 . 82 5 . 60 7 . 5 / � - z --� � i � 3 17 . 30 1 � . 82 5 . 60 ° . 5��: 254 19 . 64 14 . 8L 5 . 60 12 . 30 156 18 . 77 14 . 82 5 . 60 11 . 24 s � 7 17 . 01 14 . v2 5 . 6 :1 9 . 22 158 16 . 86 14 . 82 5 . 80 9 . p6 �. 59 18 . 84 14 . 82 5 . E0 11 . 32 :. � 2 ? 5 . 44 14 . ? 2 5 . 64 7 . 56 ;. �; 2 15 . 29 � 4 . 8 � 5 . 6 [} 8 . 4 � ? 63 18 . 23 14 . � 2 5 . 60 10 . 5q 1 VY Z J . l� 1 1 � . �V [.. � . C7O 1 [�.. . U � . ! B6 15 . Q7 14 . 82 5 . 60 7 . 24 - 1B7 1 � , 6 � 3. 4_, . � ?, 5 . 60 7 . 81 n 1F � 1r . 45 � 4 . € ? 5 . 60 9 . 70 16 � 1 ? . 36 1 � . ° 2 5 . 8Q 10 . 28 171 17 . 63 24 . 82 5 . 60 9 . 91 372 19 . 41 14 . 62 5 . 6Q 12 . Q2 1. 74 � 29 . 48 i4 . 82 5 . 60 12 . 10 175 16 . 69 14 . £� 2 5 . 60 8 . 86 �°. � � 16 . 69 1 � . 82 5 . � 0 8 . 88 � 78 21 . 45 14 . 82 5 . 64 14 . 67 �, a � 24 . 26 I4 . 82 5 . 60 18 . 77 , � ��.' ..r :: r . ' � 4 s � . � 4 �.Y t' ,_ � � ; � '. � . ._� s,4 ns,F` �y ^ . . � � . . , . . _ . = . ,. : .. . SUBMITTAL SER�� t�t? : 2##��i �� ,ti �- � ; � > a -�.- �`�� . � 5. "� �.�� i� `� _ . : - VAIL VALLEY MEDICAL CENTER ( 2nd FL � RTTROFIT = 1970 /75 BLDG . ) 181 WEST MEADOW DRIVE � VAIL . COLORAD� 0 . 1 / 2t100 + 100 T�TAL WATER RE9UIRED FOR SYSTEM 409 . 91 GPM �UTFLaWS AT 9 100 . 00 GPM TOTAL WATER RE9UIREMENT 509 . 91 . GPM PRESSURE REQUIRED AT 0 - 94 . 84 PSI , ; MAXIMUM PRESSURE U1dBALAAICE IN LOOPS; 0 . 090 PSI MAXIMUM VELOCITY IN PIPES � 17 . 79 FPS 1 . , SUBMITTAL SERIAL NO 200, 9H - 10 _ ,, , . , . - . . . 09 05 1990 PAGE 3 VAIL VALLEY �MEI} IC�L: ��DdrT� �f�nd: T'i, � -�ET�OF3 �' :='� 97�£3 /?� `�3�G° �� u�- ':_ �.� _; _�;�- � � > - ,. . :: - . : • - r . � .. . _ , �_ . - �-, , ..-::, v , . . .. 181 WEST MEADOW 'DRIVE � � � VAIL , COLORADO 0 . 1 / Z000 + 100 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURE GPM IN PIPE PSI /FT SUMMARY LEN /FT PSI 152 151 1 . 104 L 10 . 00 0 . 0583 PT 7 . 00 ( 151 ) 9 14 . 82 F = 0 F �� 4 . 00 PE 0 . 00 BN C120 T 10 . 00 PF Q . 58 153 152D9 15 . 42 1 . 104 L 9 . 00 0 . 2181 PT 7 . 58 ( 152 ) Q 30 . 24 F = 0 F 0 . 00 PE 0 . 40 BN C120 T 9 . 00 PF 1 . 96 154 153DQ 17 . 30 1 . 452 L 15 . OQ 0 . 2326 PT 9 : 54 ( � 531 Q 47 . 54 F= 2E F 6 . 00 PE 0 . 00 BN C120 T 21 . 00 PF 2 . 78 155 154DQ 19 . 64 1 . 68 ? L 4 . 00 0 . 1211 PT 12 . 32 ( 154 ) 4 67 . 18 F = Q /T F 8 . 00 PE O . QO BN C120 T 12 . 00 PF 1 . 45 PT 13 . 7 ? � f 255 ) 146 180 2 . 104 L 2 . 50 0 . 1450 PT 18 . 9 ? ( 180 ) 9 24 . 2fi F = T F 5 . 00 PE 0 . 00 BN CI20 T 7 . 50 PF 1 . 09 PT 19 . 86 ( 146 ) - - - - - - - - - - - - - - - - - 177 175 1 . 104 L 4 . 00 0 . 0726 PT 8 . 88 ( 175 ) Q 16 . 59 F = 0 /T F 5 . 00 PE 0 . 00 BN C120 T 9 . 00 PF 0 . 65 178 177DQ 16 . 69 1 . 104 L 12 . 50 0 . 2616 PT 9 . 53 ( Z77 ) Q 33 . 97 F= 2E F 4 . 00 PE 0 . 87 BN C120 T 16 . 50 PF 4 . 32 179 178DQ L1 . 45 1 . 452 L 3 . 50 0 . 1726 PT 14 . 72 ( 178 ) Q 54 . 82 F = 0 /T F 6 . 00 PE 0 . 00 BN C120 T 9 . 50 PF 1 . 64 PT 16 . 36 ( 1791 177 176 2 . 104 L 4 . 00 Q . 0726 PT - 8 . 88 ( 176 } - Q 16 , 6G F = 0 /T F 5 . 00 PE 0 . 00 BN C120 T 9 . OQ PF 4 . 65 " PT 9 . 53 1177 ) ? 73 174 1 . 104 L 7 . 00 Q . 0966 PT 12 . 10 ( 174 ) Q 19 . 48 F = T / 3E F i1 . OQ PE 0 . 87 BN C120 T 18 . 00 PF 2 . 74 PT 14 . 72 ( 173 ) 172 171 1 . 104 L 11 . 50 0 . 0804 PT 9 . 91 ( 171 ) Q 17 . fi3 F = 2E F 4 . 00 PE 0 . 87 Bid C120 T 15 . 50 PF 1 . 25 . SUBMITTAL SERIAL N0 20Q9H 10 �, ;� , ,� : r ':� � � � 09 D5 � 99 � PA �F � : ,. - ., : _ . -. t � -�,y 4 ' ': ..' - �r a��._< d'. _ � . � , . :".._ : _ _, . -. VAIL VALLEY. 'i�DiCA�;, . .��iTE�t _ ��nd; �=�T'L . - �ETRa�IT.- �-�'�t� �'9��A��. � �, . _ . �� - . 181 WEST MEADOW DRIVE VAIL , COLORADO 0 . 1 / 2000 + 200 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURE GPM IN PIPE PSI /FT �SUMMARY LEN /FT PSI 173 172DQ 19 . 41 1 . 104 L 3 . 50 0 . 3172 PT 12 . 03 1172 ) 0 37 . 44 � F = T F 5 . 00 PE 0 . 00 BN C120 T 8 . 50 PF 2 . 70 � � PT 14 . 73 ( 1731 - - - - - - - - - - - - - - - - - 167 166 ; 1 . 104 L 7 . 50 0 . 0601 PT 7 . 24 ( � 66 ) Q 15 . 07 F= E F 2 . 00 PE 0 . 00 BN C120 T 9 . 50 PF 0 . 57 ifi8 167DQ 15 . 65 2 . 104 L 8 . 50 0 . 2244 PT ? . 81 '( 167 ) 9 30 . 71 F = U F 0 . 00 PE 0 . 00 BN C120 T 8 . 50 PF 1 . 91 169 168DQ 17 . 45 1 . 452 L 3 . 50 0 . 1358 PT 9 . 72 ( � 681 Q 48 . 16 F= 0 F 0 . 00 PE 0 . 00 BN C120 T 3 . 50 PF Q . 48 � 170 169D6? 17 . 86 1 . 687 L 11 . 50 0 . 1172 PT 10 . 20 { 169 ) Q 66 . 02 F= 2E /T F 16 . 00 PE 0 . 87 BN CZ20 T 27 . 50 PF 3 . 22 PT . 14 : 29 { 170 ) 162 161 1 . 104 L 12 . 50 0 . 0626 PT 7 . 56 ( 3611 Q 15 . 44 F =E F 2 . 00 PE 0 . 00 BN C120 T 14 . 50 PF 0 . 91 Z63 162D9 16 . 29 1 . Z04 L 9 . 00 0 . 2378 PT 8 . 47 t162 ) 9 31 . 69 F = 0 F 0 . 00 PE O . OQ BN CZ20 T 9 . 00 PF 2 . 14 164 163D8 18 . 23 1 . 452 L 22 . 50 0 . 1451 PT 10 . 61 1163 ) 4 49 . 92 F = 0 F 0 . 00 PE 0 . 00 BN C120 T 12 . 50 PF 1 . 81 165 I64DQ 19 . 71 1 . 687 L 3 . 50 0 . 1294 PT 12 . 42 ( 164 ) Q 69 . 63 F = 0 /T F 8 . 00 PE 0 . 00 BN C124 T 21 . 50 PF 1 . 49 PT 13 . 91 ( 165 ) 159 158 1 . 104 L 13 . 00 4 . 0740 PT . 9 . 06 t158 ) A 16 . 86 F = 3E F 6 . 00 PE 0 . 87 BN C120 T 19 . 00 PF 1 : 41 160 159DQ 18 . 84 1 . 104 L 3 . 50 0 . 2964 PT 11 . 34 ( 159 ) Q 35 . 70 F= 0 /T F 5 . 00 PE 0 . 00 BN C120 T 8 . 50 PF 2 . 52 PT 13 . 86 ( 160 ) 156 157 � 1 . 104 L 11 . 50 Q . 0752 PT 9 . 22 ( 157 ) 9 17 . 01 F = 2E F 4 . 00 PE 0 . 87 BN C220 T 15 . 50 PF 1 . 17 . ., "; ...° 5..� ..i. '..].PFR . .. ., . '... ' . ..- } $ :.. � � e � . . . . SUBMITTAL SE�I'�1T, ,l�7t�. �fl�}8H �1t� -�` t ;� _ ,, :° =. � � ;: : (}9 --�5` �� 9t? YPA�E :� 5 ` ° � VAIL VALLEY MEDICAL CENTER l2nd FL . RETROFIT = 1970 / 75 BLDG . 1 181 WEST MEADOW DRIVE VAIL , COLORAD4 Q . 1 / 2000 + 100 � FROM TO FLOW DIAM EBUIV P - LOSS PRESSURE GPM IN PIPE FSI /FT SUt�'A�IARY LEN /FT PSI 255 156D4 18 . 77 Z . 104 L 3 . 50 0 . 2976 PT 11 . 26 1156 ) Q 35 . 78 F= T F 5 . 00 PE 0 . 00 . BN C120 T 8 . 50 PF 2 . 53 160 155DQ 67 . 18 3 . 068 L 5 . 00 0 . 0145 PT 13 . 79 ;( 155 ) Q 102 . 96 F = 0 F 0 . 00 PE 0 . 00 ' NC C120 T 5 . 00 PF 0 . 07 165 160DQ 35 . 70 3 . Q68 L 2 . 00 0 . 0251 PT 13 . 86 ( 160 ) Q 138 . 66 F = 0 F O . OG PE 0 . 00 NC C120 T 2 . 00 PF Q : 05 170 165D9 69 . 63 3 . 068 L 7 . Q0 0 . 0534 PT 13 . 91 ( 165 ) Q 2a8 . 29 F = 0 F 0 . 00 PE 0 . 40 NC C120 T 7 . 00 PF Q . 37 � 173 170D9. 66 . 02 3 . 068 L 5 . 00 0 . 0888 PT 14 . 28 t17Q ) Q 274 . 32 F= 0 F O . QO PE 0 . 00 NC C120 T 5 . OQ PF 0 . 44 179 173LQ 56 . 51 3 . 068 L 13 . 00 0 . 1256 FT 14 . ? 2 tI73 ) 0 330 . 83 F = 0 F O . OQ PE 0 . 00 NC C12Q T 13 . 00 PF 1 . 63 147 179D9. 54 . 82 3 . 068 L 2 . 50 0 . 1668 PT 16 . 35 1179 ) Q 385 . 65 F = T F 15 . 00 PE 0 . 00 NC C120 T 17 . 50 PF 2 . 92 PT 19 . 27 ( Z4 ? ) 106 9 � . Q26 L 330 . QQ Q . � 2 �J1 PT 73 . Q2 ( 91 Q 172 . 95 F = 2T . 9E , 9E / 2E F 240 . 00 PE 0 . 00 MB C120 T 570 . 00 PF 5 . 76 105 106 6 . 065 L 140 . 00 0 . 0014 PT 78 . 78 ( i0S ) Q 172 . 95 F= 4E . 7T F 266 . 00 PE 2 . 16 MB C120 T 406 . 00 FF 0 . 57 104 105 4 . 026 L 27 . ? 1 0 . 000 ? PT 81 . v1 � t 1fl51 Q 172 : 95 F = 0 F 0 . 00 PE 12 . 00 LR C500 T 27 . 71 PF 0 . 02 COMMEI� T : 12 PSI LOSS ACROSS FUTURE R . P . B . P . SHOWAT AS ELEV . 103 104 6 . 065 L 6 . 00 0 . 0010 PT 93 . 53 ( 1041 - 9 172 . 95 F = 2E F 37 . 00 PE 0 . 00 LR C140 T 43 . 00 PF 0 . 04 102 103 6 . 215 L 23Q . 00 O . OQ09 PT 93 . 57 1103 ) Q 172 . 95 F = T , GV , 2EE F 72 . 00 PE 0 . 00 LU C140 T 302 . 00 PF 0 . 27 . . . _ . , ,. SUBMI TTAL SER�iF�tU �td4"-��3_�= �t� -� � ��- � :: > f` � °" �- '`� �-0 � t1�`' � 9�0 `��i£,4E�-,6 , , _ . �Y r . '-, t r . ,: . =., . VAIL VALLEY MEDICAL` ` �ENTER " 'f 2iid FL . '°RETR�FIT = 1970 / 75 BLDG . ) 181 WEST MEADOW DRIVE � VAIL . COLORADO Q . 1 / 2000 + 100 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURE GPM I N F I PE PS I /FT SU[�1ARY LEN /FT PSI 201 102 ' 12 . 395 L 240 . 00 0 . 0000 PT 93 . 84 ( 102 ) Q 172 . 95 F = GV F 9 . 00 PE 0 . 00 LU C140 T 249 . 00 PF 0 . 00 1 101 fi . 21 � L 1000 . 00 4 . 0009 PT 93 . 84 ( 102 ) 9 172 . 95 F= 3GV , T F 60 . 00 PE Q . 00 LU C140 T 1060 . 00 PF 0 . 95 PT 94 . 79 ( 1 ) - - - - - - - - - - - - - - - - - 8 9 4 . 026 i, 2 . 50 0 . 0346 PT 73 . 02 ( 9 ) Q 336 . 96 F =E F 20 . 00 PE 0 . 25 LR C120 T 12 . 50 PF 0 . 43 _ CON�fENT : 100 GPM INTERIOR HOSE ALLOWANCE 7 8 4 . 026 L 27 . 71 0 . 0025 PT 73 . 70 , f 8 ) Q 336 . 96 F = 0 F Q . CO PE 12 . QQ � ' LR C500 T 27 . 71 PF 0 . 07 COMMENT : 12 PSI LOSS ACROSS FUTURE R . P . B . P . SHOWN AS ELEV . 6 7 4 . 026 L 6 . 25 0 . 0346 PT 85 . 77 ( 7 ) � 336 . 96 F = 2E , 2G�T F 24 . 00 PE 1 . 91 LR C120 T 30 . 25 PF 1 . 05 5 6 4 . 155 L 25 . 00 0 . 0223 PT 68 . 73 ! 6 ) 9 336 . 96 F = E F 16 . 00 PE 0 . 00 LU C140 T 41 . 00 PF 0 , 91 1 5 4 . 155 L 167 . 00 0 . 0223 PT 89 . 64 ( 5 ) Q 336 . 96 F = T , GV , 2E F 66 . 00 PE 0 . 00 LU C140 T 233 . 00 PF 5 . 20 PT 94 . 84 ( 1 ) - - - - - - - - - - - - - - - - - 146 147 3 . 068 L 4 . d0 b . 1668 PT 19 . f9 ( 147 ) 9 385 . 55 F = 0 F 0 . 00 PE � . OU FM C120 T 4 . OQ PF O . S7 145 146DQ 24 . 2S 9 . 068 L 63 . 00 0 . 1867 PT 28 . 86 ( 146 ) Q 409 . 91 F= T F 15 . 00 PE Q . O � FM C120 T 78 . 00 PF 14 : 56 144 145 3 . 068 L 22 . Q0 � . 1867 PT 34 . 42 1145 ) Q 409 . 91 F = T F 15 . 00 PE 0 .-0Q FM C120 T 37 . 00 PF 6 . 91 143 144 3 . 068 L 18 . 00 0 . 1867 PT 4Z . 33 ( 144 ) Q 409 . 9I F = 2E F 14 . 00 PE 0 . 00 FM C120 T 32 . 00 PF 5 . 97 142 143 4 . 026 L 22 . 00 0 . 0497 PT 47 . 30 ( 143 ) 0 409 . 91 F = 2E F 20 . 00 PE 0 . 00 FM C120 T 42 . 00 PF 2 . 09 ' . . . .. , . . fi � L:. i 4 ,:� . . . . SUBMITTAL SERIAL N0 . �200'9H - 1'0 � . � = ` ' _ �_ � -�� r.:: ' , � ' � :�0� �0 �`- 1�� 90 PAGE 7 . VAIL VALLEY MEDICAL CENTER ( 2nd FL . RETROFIT - 19Z0 / 75 BLDG . ) 181 WEST MEADOW DRIVE VAIL . COLORADO 0 . 1 / 2000 + 1QQ FROM TO FLOW DIAM E9UIV P - LOSS PRESSURE GPM IN PIPE PSI /FT SUMMARY LEN /FT PSI 141 142 4 . 026 L 6 . 17 0 . 0497 PT 49 . 39 l242 ) 9 409 . 91 F = E , BV F 22 . 00 PE 2 . 67 FR C120 T 28 . Z7 PF 1 . 40 92 141 4 . 026 L 1 . 75 0 . 0497 PT 53 . 46 t141 ) Q 409 . 91 F = T F 20 . 00 PE 0 . 00 FR C120 T 21 . 75 PF 1 . 08 91 92 4 . 026 L 6 . 00 0 . 0497 PT 54 . 54 ( 92 ) Q 409 . 91 F=E F 10 . 00 PE 2 . 60 . FR C120 T 16 . 00 PF 0 . 80 90 S1 4 . 026 L 30 . 00 0 . 0497 PT 57 . 94 t 91 ) Q 409 . 91 F = E F 10 . 00 PE -0 . 54 FM C120 T 40 . 00 PF 1 . 99 �. 9 90 4 . 026 L 125 . 00 0 . 0497 PT 59 . 39 ( 90 ) Q 409 . 91 F= T , 9E . 3E F 140 . 00 PE Q . 47 _ FM C120 T 265 . OQ PF 13 . 17 PT 73 . 03 ( 9 ) 0 1 6 . 215 L 0 . 01 Q . 0066 PT 94 . 80 ( 1 ) 9 509 . 91 F = 0 F Q . 00 PE 0 . 00 UN C140 T 0 . 02 PF 0 . 00 PT 94 . 80 ( 0 ) PRESSURE AVAILABLE AT NODE 0 AT 509 . 9 GPM 108 . 3 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 090 PSI MAXIP!'JM VELOCITY IN PIPES 17 . 79 FPS _ ; .: <: � N RPOI�AT�I) --- ----�N4 _0.1� �0. 2_ _ __ .. I��T_.(Z� _.�_ t '� _- -- - -- -- - - -_ _.___ . __ � L . NOTHHAF'I' & SO INCO --_.__l _._°1_?. _. _/ . 7 5_ _ _. . _ ._ � L.6�_�- _- -- - - - _ __.--- - --- .. . -- -__— - - -- ' 'RF_ L� ABLE AUTOMATIC SPRINKLERS • AUTOMATIG FIRE PROTECTION EOUIPMENT 41 � 1 FO% $ TREET • � EN ER. COLOf7AD0 SO21 E) • 433 • 3329 � �� , �� ' � � � � � �� A ��0 � � � . _ �D►1 � v�►1'L �`� f"t�.D tC.d�► �; :�� 18 I w �T I"1 E��o W �1� I � CONTRACT NAME.:V�I COL-O �.� t o � � � � s II . 4 -- �"-a :Z4 -`Po �, 9 ; So �P� � i o o�o . , y ; .;;: ros 'r' (� l :`r:` 9 ( ;,;,.� o , , ., :, B5 75 '� 70 a}'' bs � `'�;,' bo �v�`. � w. o�:.``: SS 50 ,:�,� i: ¢5 - ;,;__, ;:� , ,3 — ',, _ ^a�:; 25 ' _. 0 /5 _ Scalc Used _ Q _ / _5 • � I �Oq 1 200 ' 1600 18G0 20n0 Scalc B �_ 2U0 a00 660 800 i -� 00 , soo F LUW — GPM FSD 1 w .:.� , . � �IATER I ,4L S �JBM I TTAL SPECIF •ICATION ScCTION 15300 - FIRE PROTECTION ' P � OtiECT : A � �� ITiON $ wNa ALTERATIONS i0 YAIL VALLEY MEDICAL CENTER 2 ;; � F � � QP, RE �' ROFIT 181 WE5T MEAOOW DRIVE VAIL , COLORADO ARCHITEC T : � ISHER , REtCE 8 JOHNSON , ARCHITECTS , ? � � G S � !! ; H PEARL STREET DE �dYEt2 . CuL � RADO 80210 ( 303 } 7i7 - G4G7 � r n r � e � � i �` � 1 � � . id � � nni� i � n � ENUINEEK : C �. TOR RLMA & ASSOCIATES , C0 . , S � p ,, � ycp STRFET LrKE �r �� OD , COLORADQ 80215 { 3 � 3 ) 232 - 6200 � C �� l� Cit � . n _ CONTRACTOR : G . E . JOHNSON CONSTRUCTION CGMPANY P . O . BGX 2139 � � �. � pA04 SPRdNGS , COLORADO 80901 ( ? 19 � 473 - 5321 FIRE SPRItVKLER CONTRACTOR : L . NOTNHAF7 & SON , INC . , 4i01 FOX STR � ET DENVER , COLORADO 80216 ( 303 ) 433 - 3329 :, : �� A�p ��v�� Sub� �t�ed [� APproved as �ot�� ❑ �� ; ��..�� v�`� � �E�� e : .. -=��'.,.�il.o�r ��,-�� Da�e : '' � � z — >° ` , - � . ► MATERIAL SUBMITTAL INDEX 8 / 6 / 90 SUBMITTAL NUMBER TWO NOTE ! THE FOLLOWING MATERIALS SHALL BE USED ALONG WITH THE SUBMITTALS THAT WERE ORIGINALLY APPROVED ON 6 / 20 / 90 PRODUCT DESCRIPTION MANUFACTURER DRY VALVE : MODEL D 4 " FLG X GROOVED RELIABLE AIR COMPRESSOR : MODEL OL215 - 33 AC GENERAL BLOWER ALARM SWITCHES : MODEL J54A8295 ( P, LARM ) UNITED ELECTRIC MODEL J54A8300 ( LOW AIR ) . _ ; , . . . , . _ . , ; I 1 ' �tl��. �^..M1^ t . �a VK.T� � a.}, .- •'jt,: :=!� � . , �A: : ^ t� � ��I � �_ .'=�-v- e S,�F�s.,� �li�;��`'S .. .F: : .. �. .,-� v - . � � : � �� 1 � � - Valve �' . M:.. . �i" ' ' . _ �� ea4ureS ' 1 . Differential type . . . simpie . . . light : � '' � -= weight construction : '-� � �`'j � , - � _ 2. Screwed in one piece air and water �°�� seat—�ases maintenance . �_,,�, r ,�� 3 . Bronze seat with 0 rmg seals—prevents -.�-� :::�'�,�� , :��; corrosion and leakage . .�� , ` �= ;,, 4 . Single hinge pin and latch design—no �� '�� ~' `<< � �� complicated levers . ' �- { � ``� � ` ` �i , �,:�,.. •;?':- . °° 5 . Simple to reset—no special tools � - �--�:: �.o. ✓ . � � . .. �c.,�� . required . 6. Tapered air and water seats—induces � � �.��_ � hairline differential operation . ' � _ 7. One piece rubber facang—provides more reliable rubber-to-metal water seal . The Reliable Model D Dry Pipe Valve makes possible the 8. Thf82 COf1f18CtiOf1 S�/12S 3V3113b1@: installation of Automatic Spnnkler Systems in buildings in • ANSI fanged inlet and outlet which freezirg temperatures prevail. This type of system � ANSI fl8rtged inlet and gro0ved outlet called the Dry System, has air under pressur� instead of • Metric flan ed inlet and outlet Water in the piping above the Dry Pipe Valve. When one or 9 more Automatic Sprinklers operate due to fire, the air 9. Listed by Underwriters Laboratories, It1C . pressure in the system is reduced-the Dry Pipe Valve & Underwriters' L8bOf8tOf12S Of Caft3d8. opens and water under pressure flows in the activated Approved by Factory Mutual Research Sprinkler(s) and is then distnbuted on the fire. Corporation & Fre Offices' Committee, NYC BS & A No. 587-75-SA , C The Reliable Automatic Sprinkler Co., Inc., , 525 North MacQuesten Parkway, Mount,Vernon, New Yortc 10552 � Operation Quick Opening Devices The Reliable Model D Dry Pipe Valve in its closed and When an automatic sprinkler operates, the resulting air open positions is shown in Fgures 1 and 2. The closed pressure decay is inversely proportional to the size of the position is maintained as long as the air pressure in the Dry Systerr�—the larger the system, the slower the air � , system piping above the Dry Pipe Valve is sufficient to pressure decays which slows the operation of the Dry exert a greater force on the top side of the ciapper than is Pipe Valve. NFPA Pamphlet No. 13 titied " installation of exerted on its underside by the pressure of the water Sprinkler Systems" specifies that Quick Opening Devices supply. Since the area included by the Air Seat is approxi- are required in Dry Systems having capacities of more mately six times that of the V�Jater Seat (?he Differential than 500 gallons. Principle) the air pressure needed to keep the Dry Pipe Rei+able's Modei B Accelerator is an approved Quick Vaive closed is oniy a fraction of that of the water supply. Opening Device that is easiiy attached to Reliable's Dry Tabie 1 gives the recommended air pressure for various Pipe Valves. The accelerator is sensitive to smali drops in water supply pressures for both sizes of Mode! D Dry Pipe system pressure and its quick opera6on allows the sys- Valves. tem air to pass through to the alarrn outiet and the under- side of the ciapper. Here the air pressure build-iip, Table t coupled with the pressure of the water suppty, opens the WaEer Pressure Air Pressure Dry Pipe Valve clapper permitting the water to flow in- in Supply Line To be Pumped into System stantly to the operated sprinkier(s). Maximum Not less than Not more than Reli3ble's Model B Accelerator is described in greater 20 � 0 2o detail in separate bulletins. 50 � 5 25 75 20 30 Valve Desc�iption � oo zs 35 � : Rated workin ressure 175 si 12. 1 bar � Zs 30 40 9 P P � ) , �o � �5 2 . Factory hydrostatic test pressure 350 psi (24. 1 bar) »5 �o so 3. End and trim connections—Three vaive connection sryles are available. When one or more Automatic Sprinklers operate due to a. US Standard Flanged inlet and Outlet fire, the air pressure in the system piping above the Ory • Fianges mate with ANSI B 16. 1 ( 125 Ib. ) Fiange Pipe Valve is reduced . The pressure of the water supply, now by exerting the greater force, raises and rotates the u.s. Flange Dimensions in Inches Clapper to its open posit�on, permitting the water to flow to van�e Bon aon Flange Flange No. � ► Size Circle Hole Outside Thickness Bolts the operated Sprinkier(s). Water also flows from the Alarm o�a. nia o�. Outlet of the Dry Pipe Valve through a strainer to the a > >� �< s � �, s a Reliable Mecharncal Sprinkler Alarm and Electric Alarm Switch to automatically actuate mechanical and electrical • Threaded openings per A�JSI B 2. 1 alarms. • Reliable's standard tnm sets are compatible with Reliable Model D Dry Pipe Valve can be reset quickly US Ranged Valves. and easiy without the use of special tools. • Color—Light Gray System Air Pressure Air Inlet �_ � � I Priming � Water Level Priming ,� ` � Waterinlet Clapper �� : ,. , Latch 1 Water Seat �� 1 , �, Air Seat \. � �`, Drain � Drain Plug � . Alarm Outlet — Alarm Test Supply Water Supply Water Pressure Pressure � , Fgure 1 —Closed Fgure 2--0pen b. US Standard Flanged fniet and Grooved Outlet 6. Friction Loss—Expressed in Equivalent Ler�gth of (Fg . 3) Pipe , Based on Hazen & Wiiliams formula with • i�let fiange mates with ANSI B 16. 1 ( 125 ib .) � — � �� C Flange Equiv. Length U.S. Groove Dimensions in Inches 4" and 100 mm �' ( 9. 14 m) � r� I Valve Outlet Groove Groove Outlet Face s�ze nia. ��a. w,din to G�oove 7. Installation Position: Vertical 4 4.500 4.334 � � Trim DescNption • Threaded openings per ANSI B 2. 1 The trimmings for Reliable Model D Dry Pipe VaNes (Fg- • Reliabie's standard trim sets are compatible with ure 4) are arranged for rapid , easy and compact attach- US Flanged and Grooved Valves ment and serve as connection points to Reliable Alarm • Color—Light Gray and other devices. They also serve as a means of setting c . Metric Flanged iniet ar!d Outiet and r�setting the Dry Pipe Valve prior to and after opera- _tion as weil as aliowing test�ng c�i the alarm devices without • Ranges mate with DIN 2500 8.66, NF-E-29-282 c�using the system to operate. and BS 4�4 NP ? 6 Flanges The Model D Basic Trim Set is shown in Fgure 4 �The Metric Fiange Dimensions in Millimeters Electric Sprinkler Alarm Switch is not part of the trim set Vaive Bon eon Flange Flange No. ' and must be separately ordered) . This trim set provides Size Clrcle Hole Outside Thickness Bolts the air su � , C1f8111, rimin level and alarm connections. o�a. o�a. o�e. PP Y P 9 � oo � ao 18.3 229 23,g 8 An Alarm Test Valve which allov�s t�e alarm devices to be � so 2a � 22.z 2�s 2s.a $ tested without operating the Dry Pipe Valve is included . • Threaded openings per BS21 - 1973 The Basic Trim Set includes all items such as ball drip • Reliable's standard trim sets may be used with valves, pressure gauges , etc. which are needed to en- Metric Vaives providing trim is assembled care- abie proper Dry Pipe Valve operation . fuliy and extra thread sealant is applied to con- Two additional trimming attachments are offered ; these nections beiween valves and trim . are the Priming Chamber Attachment and the Fill Line • Color—Light Blue Attachment. The Prirning Chamber Attachment allows the priming level to be maintained while the system level 4. race to Face Dimension rema�ns pressurized. The Fill Line Attachment provides a ( • 4" and 100 mm- 16" (406 mm) source of water for maintaining the prime levei . \ � • 6" and 150 mm-19" (482 mm) The trimmings, connections, operation and mainte- 5. Shipping Weight nance of the additional items which comprise a Qry Pipe Valve System, such as Air Maintenance Devices. Air Flanged Compressors, Accelerators, Electric Alarm Switches, -� Inlet and Mechanical SprinklerAlarrns, etc. are described ir detail inie Grooved in the individual bulletins for these products. et Outlet All valves are listed and approved by Underwriters 4" and 100 mm 120 ib. ( 54.5 kg) i 10 ib. ( 49. 83 kg) Laboratories, Inc. and Factory Mutual Research Corp. . ' . . ) only when used with the vaive manufacturers trim sets. � � AIR RELIEF VAWE � . � � � � PRIMING WA7ER VAIVE 41N CONTROL P' � j • VALVE �� 1 ELECTRIL SPRINKLER � � I978 - . . � � ^� - ALARM SWITCH 4 � �.%� . 4 lM1CB '.i . C " �;'4.i"...: . � �, M aOEC O _ ` ' .... ^� �R ♦ � �( .�� l-� I PiPE vAlvE � Ta ., , . . ._ CONNECiION � 1 "+ � � � fOR AUTOMATIC MECHANICAL � ' � � $PRINKLER _ SPRINK !ER AELlABIEm AUTOMATIC o.a.v. eNC�osuae " r ALARM , ; �� 1 SPRINKLER C0. � __.! wTN[�xOn NLw YORK i . .c � x,,�}. �. � . �` " �� ..�a($TRAINER r+oo. o Q US7E0 , `iV �; . 706A �� . ,; IhtING s — i.cM �f M ► ' " / , - , esr �-,. / / pllY P�o� � MAIN } > � ... � v�tvE V, DRAIN � i� - • .� - VAWE � �.� � � '_��i � t BALI � 175 P51 � rEST � �. ,� DRiPVaLVE .4\.... � S/ N _ _ � . �� ALARM TEST ? VAWE 4 Fgure 3 Fgure 4—Model D Dry Pipe Valve Model D Basic Training J Ocdering Information • Trim—Basic Trim Specify , Pnming Chamber Attachment FII Line Attachment • Valve Siz�Either 4", 5' , 100 mm or 150 mm. When � �� size is specified in mm, a metric valve per 3.c. will be • Additional Equipment—Air Maintenance Devices, Air supplied. Compressors, Accelerators, Electric Sprinkler Alarm • Infet and Outlet Connection—Either Flanged/Flanged Switches and Mechanical Sprinkler Alarms must be or Flanged/Grooved. separately ordered. Installatlon Measur�rrterrt In Inches Valve A 8 C D E F G H I J 4 16 6'fz 5 17 10 1 t 15 4 �h 2'k 3'fz 6 19 8� 6�b 18�6 11 �b 11 15'k 4 ��z — 3 'h Ins4allation Dimensions of 4" and 6" sizes F � � � ' i I ' �� /� i � C � B ! � I � A � r � / � J � I � J E � i , � � � H D . G The equipment presented in this bulletin is to be installeci in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisiohs of governmental codes or ordinances whenever applicable. Reliable Spnnkler Devices, protecting lile and property for over 60 years, are approved by all fire insurance and govemment agencies, and are instatled and serviced by Reliable's chain of representatives. Reliable representatives, located throughout the United States, Canada and toreign countries, have a Iife-time of experience and are as near as your telephone. Manufactured by � � The Reliable � � j � � � Automatic SpNnkler Co., Inc. � 525 North MacQuesten Parkway Mount Vernon,;New,Yorlc, 10552 (914� 66$-34]O - (3) PFINTED IN�U 3 A. 7f86 ' - . . - � - - -. _ - . � : - _ _ _ _ - _ _ _ . . _ . � - - -- - - - - - - - - - - - - - - � � . _ ._ �'�' — � _ _ m° = = _ _ = � �s oo e a_ e � � _ = moo �,`�,^,� � �r � �a � ° °�o e� Oo � fl � � � � � Qo � C� o � � �� C �,1Q� p�c�Ic�� L�Q�o�oo� p ra w o c� o 0 0 � 4r(l � 0 OrPa 0 M � �i rril �° r�lirPa � Uo � � cP. . d.' o n � i� �ar�a � a � a � o � ° o � � � � (� o � � o (r� o � o � � � d � � � � � �._..._�. �-'-- -� :.s �- - � �T ..�rv �„ �'t� .:,.D "�.. �'^Y�S, y�.�+ ;S�^t y�� ,� . . <� �'__ rt 1 � �.{. o c�`.:> > ,�, �M, .{ '� ."y�'�7�' �i a�-�F <,.J..r,; . � �� 9 h..z' w � � `.�8'�F�. ' JL Yi f �r � ♦ N. ' � 'k '� 3. a .*�� ...".'. 12` v .. p�_ya� �� 5�. : ❑ OIL- LESS PIS�ON - � � ._ .`� �'` �� '� ` .� ` �"° t ; .� ,Y �;_ r � �,-. �,�".,�° .�. � �� - _ ..� , � �. : � . �. , y ,s � < � � � � ��R r:: ,p� . d . � � --K �� :��:, o PERMANENTLY LUBRICAl" ED � �, ` ; , ` , s � � �' �t-� ;� �- 3 �T' s.Y � � . . . c. }' �a � EARIIVGS = y . t � , ` � ^ � . . � � �� . , �r �.` . i . " � 1 � '�d11 } 1 � I � { � � ul, � . P. ,, . '� . �� i� � . . ' � : u . a � . � , �_ _ . ��.. �2> 'S�..P F G �1� E Snv � o �' ° < "` `'� c �.� . �� `o. � . v � � " ` > �' Q�� ,t F c d.. � r b�' ', !'� �'.,� c_. s.. �. :, �cC�t , �.--Cj�� '..r �9 � .y i � _�. � c-� 'e� . ' . � ` �T(�� r� �,a. ,,,�A ' ca .°�..� .��'�.:+t_-`j-'E. . h5,_ >=�.*..>. � � 6 .�_i.d� .-+? -- �. � _ � � . _ S� c'�` �c� ° ,r� y, '" . � , � � '� " � "'� � A � _°"_ ��s-^'�° c ;'-. .r� � .� .� � ..^ c ° y4 �'" ¢ . �+�,`` 4.- a . . J . [ _ _ r'T.•. .• rY^�,. " .�' � � 'V: �Ya_ . .%_G _ � T c ` . .ra". � � . ..��"�+�.b'c.�+�L_ '" 'ry '4, ✓ , . �' : . , - v. '� tY ,q�;�. � . ,. •. " = _ - 00 � _ ; , - (�{ . s. �' „ . a� ��.{t :�;' . � p�deDp .. r, _._I�'L A 11'9 14fYA lLr' I.' I7 T� R � /�.\ . . . . . . \.J , , - _— . b- � aQ : � n � i i ird i � r � t.. � � � i �. r1 ( .� ) a t�- , - � : .. >: � �. � o �- F ,....n' . $ d C � � � � � ti 0 � �' ' ' , ` D DIF� � CT' DRI !! E � �-.- � t. - z. � � s � �� z � �� '�� ` � _ V � ��"� N� � ' 1 . a . ' ' � ^ . � ti.. �!';. ,. -- � S � . . � " ' � f � �� Dl { , ■ � > e�- -�� - - :`- - - �' Y `' ELECTRIC 11�IQTORS ' , . 4 v .. ,��- ; � _ S�LBCYIOfN Y�L� 40 POl}NCS tN 3Q M1Nl.tTES (Standard A�r ar Sea Levai} Systeooe Dirn�nsions-lnches Compresso� Cap�ci4y Coengresa�oa Aeer�ge RAo4oe Wo. Siandard G�allons AAodel ' C.1�.AA. b� .�. CyGn��P� l �! b boltage °�� 215 0�215 -33AC 2.60 1 /3 1 16 9 9 715/60J1 , ^ � � . � ' Averaqe C . F . AA . is the averaqe free air deii�Jerv from 0 !� 40 P . S . 1 . G:. . . . _ . _ . Gen�r�e O60 -Less �,iv Cov�pe�ssors ar� fully auto - SYA�D,QRD E � UI �fU� Ei�Y: � � taiic ar �ci ue� iyr �ed i� r easy in � iaiiaii�n . �pec � ai " ' uriits are Tu { ►y automatic ana incivae pressure mn � � n47r. .. i..:f� .. .ris1+, 1 t h .+Jv.•. nrn � .•.• i�nh �t�.. �e� e . .Jn..s . . _ e.. .:a .. �. � �' . . . . . . _ . . . . . . � . . . . . . _ _ . . . . . _ �. . . . . . . . . . . . . � . . _ . . . . . . . . , . _ _ ' . : . - - . _ L� l. .� l . : .� ._�ir . ^ w �l . �.�.� � �� . .. :. .. .. .: . ..� .. � n.r�.�. ..�.. . .: . . . . _ ".. I . . . : .. . h ..! . _ . .. _ . . . . . . . . . . . . . . . . " ' . . . .. . .� ' . .. . . . . . '^.. . . . .. .:.,.w. . . . . . : 1 mounting . Selections shown witl fill thesystem to40 Motors are single phase and inClude tnermal over- ' PS1G within 30 minu4es as outlined in NFPA load protection . Fract + onal nors�pow� r units are lJL i C pamphle413 . listed . � � o � . . . _ 1 � Q - o _ . .'p .. � I Q �1 C� �pG� �flQG� �CS � Qt�OQDG� G7 �: { 800 ) 345 -$2p7_ . • � l215�1 363 - 5940 ! ° ° " � o e vvocavvv a000r� ovoo j �f' � �1 � � /i � � C �1A/ �' � ,�* � � n �aata � t.v a �, or� � AX • ( � tr, '� '� F ? _ yF11 r 0 � ' � ' . . ._. . . ' . .. . ' ' � . .. ' ' � . . _ . �' �� . , � � . . > . . . __.J " , ,- , . , r . _ . . . . - . . , - — , , . _ ,. a � ' � . _ . � . � , . . . . . � _ , . . . . .. ;e.. . . . . . - . . , . ' ,. . _ ' ' . . . . . - . . Y . , . r , � ' ' � - . - . ' y ' . . .. .. ' . - . . .. . � . f� � . . ' ' � ' � � U U O � � � � � �� U U � � FOR FIRE PROTECTIOid SYSTEMS United Electric 's compact sprinkler switches (J54 single outpuT � ` � . , . and J54A dua� output) are designed to actuate alarms in either wet „ , or dry p+¢$ sprinkler systems. Model 8295 is Ut listed and FM • approved as a waterfiow a!arm switch for sounding local or central - - _ station alarms to indicate water flowing from a sprinkler head. It is - also UL listed for supervisory service. Models 8300 and 8305, ,� > - � primarily used as supervisory or controi switches in entire sprinkler ;' �! ; _ � ; c �� systems, are UL listed and FM approved. � � : ,, � _ ; - ; , - -- —FM approved for 20.000 cycle life requirement at 125 PSI testing � -,' • � - . —UL tested for t00,OD0 cycles at a!1 EiR ioads and nominal � -• " _ ; ' . pressure . �^; ' ' . - . —Qualified in FM leak test to 500 PSI , ;; - • -- � � -> . . —Qualified in UL leak test minimum requirement of 350 PSI � - � . - without leakage or rupture ;,j;` , _ .�. _ . °: - . _ �X ' --Caiioraiion accuracy maintained up to 300 PSI —Bu�a-N �acron� backed diaphragm sensor for fast response ^� , and repeatability ± 1 °/a of range —Snap acting SPDT switch rated � w r . 15 amps i25/250 VAC _ ( 1 t0 amps 12 VDC � \ J 0.5 amps 125 VOC �� 0.25 amps 25o VQC 1 /4 HP 125 VAC 1l2 HP 250 VAC , 125 VA Pilot dury 725l250 VAC �y�� C�q Hovv to Order Type J54 — Singfe Output n�d� �,y� o^-on o�+e�e^n� ��re co^^�ao" Type J54A — Dual Output a , v: ' NPT Male Order by type and model number, e.g . "Type J54 model 8300" � a29s(z sw�) 2 to � 5 PSI , factory set OJ to 3. 5 PSI Pory sui�,«,e For Aluminum pressure connection , suffix model number with 8300 10 to 100 PSI. ad�ustable 1 0 to 2.5 PSI (Aluminum, 1 /8 ' and �,,, r��,�,�� "-1 " for 1 /8 " NPT or "-2 " for 114 " NPT, e .g. "Type J54 model � 8300-1 ." Dimensions : � . - � !� 3� � � f 'T� � '� , 1 �r'•c `s°ca�� i �� L i °�' � T_ . : � � � aNPT(aluea] � � L— % wP [ (atueal ' � � �-� ' , r��s eass•�. ezao•a. raoo��s oass-�. o�oo-�. � � � q w v r � ° a aaos-a o aaos-i } Ivo�vsu�caow�) � C4F04`105CQ&KJ k100F1S 8793, 0300. 0 8�05 '/, �O � � �i&S (MIaU k1T'G.) L p ftlPT (�.)- SPnnkSw � � i � �. �� -: �=: i >�? f_.. � .� G: : ;:: �:_; �; ; �-? - - :E �..� Ot3 - 06 - 1990 PAGE i LLEY MEDICAL CENTER ( ATTIC - DRY SYSTEMJ `_�' MEADOW DRI VE �'VAI L , COLORADO , �_ � F�p ` ' <' >�? � / 0 . 16 / 2000 + 250 +` .••.o. O,� � ��',�EG►STFR�O.� 9 FIRE SPRINKLER ADDITIONS TO VAIL VALLEY MED . CTR . BY : ; � � L . NOTHH�FT AND SON , ING . ' FIRE SPRINI{LER CONTRACTORS � � 9O 6 4Z01 FOX STREET D�.NVER � COLORADO 80216 ( 303 ) 433 - 3329 �ti `�'� p AIOTE ! THE FLOW TEST USED IN THEST CALCULATIONS HAS° � ° � � `•�'°;;�a 'dAL �'�f'F �+i.O BEEN REDUCED BY 20X TO ACCOUNT FOR PEAR DEMAND PERIOD5 . dF � COL�� NOTE ! THE CALCULATI �NS ARE BASED ON BOTH LEAB- INS FLOWING -. NOTE ! THE , CALCULATIONS ALLOW F4R FUTURE REDUCED PKESSURE - BACk� �,c•� �� •��, �v��s � . (, • q o c LC�I TEST RF. SUL i S STATIC 1Z0 . 40 PSI RESIDUAL AT 1408 . � GPM 96 . 40 PSI pRESSURE AVAILABLE AT 703 . 5 GPM 106 . 52 PSZ SUMMARY dF SPRINKLER OUTFLOWS p �� -- � � -� � � � �� ' .� �� , � �ppr��A�� <� � �� d� ��a�� pp�� '�� ❑ ACTUAL MINIMUM ,�� jy,r�� SPR FLaW FLOW K - FACTOR PRESSUR�� : - - - - - - - - - - - - - - - - - - - -- - - -- i%� �i:lr /trL 111 21 . 55 20 . 80 5 . 60 14 . � 81�9 �� ' . / D _ 2_ - � D 112 23 . 14 20 . 80 5 . 60 1 ? . 47� ��: 113 24 . 64 20 . 80 5 . 60 19 . 36 114 26 . 17 20 . 80 5 . 60 21 . 84 117 2C . 8C � 2 � . �0 5 . 50 13 . ° 0 118 22 . 35 2Q . 80 5 . 60 15 . 93 lI9 23 . 81 20 . 80 5 . 60 18 . 08 120 25 . 29 20 . 80 5 . 64 2Q . 40 123 2Z . 61 20 . 80 5 . 60 Z4 . 8S 124 23 . 2Q 20 . 80 5 . 60 17 . ]. 7 125 24 . 71 � 20 . 80 5 . 60 19 . 47 126 26 . 24 20 . 84 5 . 60 21 . 96 129 2I . 73 20 . 80 5 . 60 15 . 06 13d 23 . 34 � 20 . 80 5 . 60 27 . 3fi 13Z 24 . 85 2Q . 80 5 . 60 19 . fi9 132 26 . 39 20 . 8Q 5 . 64 22 . 22 135 22 . 91 2 (� . 84 5 . 6Q 16 . 74 136 24 . 58 20 . 80 5 . 60 19 . 27 137 26 . 16 20 . 80 5 . 60 21 . 83 , , , SUBMITTAL SERIAL NU : 2009H - 10 � 8 - 06 - I990 PAG�; 2 VAIL VALLEY MEDICAL CENTER ( ATTIC - DRY SYSTEM ) 181 WEST MEAD�W DRIVE VAIL , COLORADO O . I6 / 2000 + 250 TOTAL WATER REQUIRED FOR SYSTEM 453 . 46 GPM OUTFLOWS AT 9 100 . 00 GPM OUTFLOWS AT 1 150 . 00 GPM TOTAL WATER R�QUIREMENT 703 . 48 GPM PRESSURE REQUIRED AT 0 91 . 44 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 482 PSI MAXIMUM VELOCITY IN PIPES 13 . 82 FPS i i SUBMITTAL SERIAL N0 : 2009H - 10 08 - 06 - 2990 PAGE 3 VAIL VALLEY MEDICAL CENTER ( ATTIC - DRY SYSTEM ) 181 WEST MEAD�W DRIVE VAIL , COLORADO 0 . 16 / 2000 + 250 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURF � GPM IN PIPE PSI /FT SQMMARY LEN /FT PSI � 118 117 1 . 104 L 14 . 00 0 . 1529 PT 13 . 60 ( � 17� j�-<= Q 20 . 80 F = 0 F 0 . 00 PT ` 0 . 00 �` • � BN C100 T 14 . 00 PF 2 . 1'4 �s: � 119 118DQ 22 . 35 1 . 452 L 14 . 00 0 . 1553 PT 15 . 9 �- ( 1° IS ) 1 Q 43 . 15 F = 0 F 0 . 00 PE 0 : 00 ; ' BN C100 T 14 . 00 PF 2 . 17 ' � 120 119DQ 23 . SI 1 . 68 ? L 14 . 00 0 . 1686 PT 18 . 11 ( 119 ) Q 66 . 96 F = 0 F 0 . 00 PE 0 . 00 BN C100 T 14 . 00 PF 2 . 36 121 220DQ 25 . 29 1 . 687 L 14 . 00 0 . 3050 PT 20 . 47 ( 120 ) Q 92 . L5 F= 0 F 0 . 40 PE 0 . 00 BN C100 T 14 . 00 PF 4 . 27 122 122 1 . 687 L 1 . 58 0 . 3050 PT 24 . 74 ( 121 ) < Q 92 . 25 F = 0 /T F 6 . 00 PE O . QO BN C100 T 7 . 58 PF 2 . 31 99 122 2 . 154 L 5 . 00 0 . 0928 PT 27 . 05 ( 122 ) � Q 92 . 25 F= T F 7 . 00 PE 2 . 16 - - AIR C100 T 12 . 00 PF i . l l PT 34 . 32 ��` ( - 99 ) � 236 135 1 . 104 L 14 . 00 0 . 1828 PT 26 . 74 � ( 135 ) .,- � Q 22 . 91 F = 0 F 0 . 00 PE 0 . 00 - BN C140 T 14 . 00 PF 2 . 56 ° v' 13 ? 136DQ 24 . 58 2 . 452 L 14 . 00 0 . 1854 PT 19 . 30 ( 136 ) Q 47 . 50 F = 0 F 0 . 00 PE 0 . 00 BN C100 T 14 . 04 PF 2 . 60 , 138 137DQ 26 . 16 I . fi87 L 14 . 00 0 . 2011 PT 21 . 90 ( 137 ) Q 73 . 66 F = 0 F 0 . 00 PE 0 . 00� BN C100 T 14 . 00 PF 2 . 82 139 138 1 . 687 L 14 . 00 0 . 2011 PT 24 . 72 ( 138 ) Q 73 . 66 F = 0 F 0 . 00 PE 0 . � 0 BN C100 T 14 : 00 PF 2 . 82 140 139 1 . 687 L 1 . 58 0 . 2011 PT 27 . 54 ( 139 ) Q 73 . 66 F= 0 /T F 6 . 00 PE 0 . 00 BN C100 T 7 . 58 PF 1 . 52 95 140 2 . 154 L 5 . Q0 0 . 0612 PT 29 . 06 ( 140 } Q 73 . 66 F- T F 7 . 00 PE 2 . 16 • NR CI00 T 12 . 00 PF 0 . 73 { 1 � lIBMITTAL SERIAL N0 : 2009H - 10 � 8 - 06 - 199U �.AGE 4 VAIL VALLEY MEDICAL CENTER ( ATTIC - DRY SYSTEM ) . 181 WEST MEADOW DRIVE � VAIL , COLORADO Q . 16 / 2000 � 250 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURE ` GP'M IN PIPE PSI / FT SUMMARY - - LEN/FT PSI 96 95 4 . 02S L 1 . 42 0 . 0029 PT 31 . 95 ( � 95') " � - Q ` 73 . 66 F = 0 /T F 24 . 00 PE 0 . 00 � _ NC C100 T 15 . 42 PF 0 . 04 PT 31 . 99 ( 96 ) � - - - - - - - - - - - - - - - - - I30 129 2 . 1 � 4 L 14 . OQ 0 . 1658 PT 15 . 06 ( 229 ) Q 21 . 73 F = 0 F 0 . 00 PE O . OQ BN CIaO T f4 . 00 PF 2 . 32 , 131 130DQ 23 . 34 1 . 452 L 14 . 00 0 . 1683 PT 17 . 38 ( 130 ) Q 45 . 07 F = 0 F 0 . 00 PE 4 : 00 BN C100 T 14 . 00 PF 2 . 36� 132 131DQ 24 . 85 1 . 687 L I4 . Oa 0 . 1826 PT 19 . 74 � � ( 131` ) Q 69 . 92 F = 0 F 0 . 00 PE 0 . 00 BN C100 T 14 . 00 PF 2 . 56 139 132DQ 26 . 39 1 . 687 L 14 . 00 0 . 3303 PT 22 . - 30 � ( 132 ) Q 96 . 31 F= � F 4 . 00 PE' 0 . 40 BN C200 T 14 . 00 PF 4 : 62 134 133 1 . 687 L 1 . 58 0 . 3303 PT 26 . 92 { 133 } Q 96 : 31 F - Q /T F 6 . Q0 PE � . 00- ° BN C100 T ? . 58 PF Z . 50 ° 97 134 2 . 154 L 1 . 25 0 . 1005 PT 29 . 42 ( 134 ) Q 96 . 31 F = T F 7 . 00 PE 4 . 54 � NR C100 T 8 . 25 PF 0 . 83 PT 30 . 79 ( 97 ) - - - - - - - - - - - - - - - - - I24 123 1 . 104 L 14 . 00 0 . 1640 PT 14 . 89 ( 123 ) Q 21 . 61 F = 0 F 0 . 00 PE 0 . 00 BN C140 T 14 . 00 PF 2 . 30 125 Z24DQ 23 . 20 1 . 452 L 14 . 04 0 . 1665 PT 17 . 19 ( 124 ) Q 44 . 81 F = 0 F 0 . 00 PE 0 . 00 . - BN CIOQ T ]. 4 . 00 PF 2 . 33 126 125DQ 24 , 71 1 : 687 L 14 . 00 0 . 1807 PT 19 . 52' E225 ) Q 69 . 5Z F = 0 F 0 . 00 PE 0 . 00 � BN G100 T 14 . 00 PF - 2 . 53 ; . 127 126DQ 26 . 24 1 . 687 L 14 . 00 0 . 3268 PT 22 . 05 ( 126 ) Q 95 . 76 F= 0 F 0 . 00 PE 0 . 00 BN C100 T 14 . OQ PF 4 . 58 12 � 127 1 . 68 ? L 1 . 58 0 . 3268 PT 26 . 63 ( 127 )�- � Q 95 . 76 F = 0 /T F 6 . 00 PE 0 . 00 BAI C100 T 7 . 58 PF 2 . 48 ' � _ _ � . . SUBMITTAL SERIAL �0 : 2409H - 10 08 - 06 - 1990 FAi�� 5 VAIL VALLEY MEDICAL CENTER ( ATTIC - DRY SYSTEM ) 181 WEST MEADOW DRIVE VAIL , COLORADO 0 . 16 / 2000 � 250 FROM TO FLOW DIAM EQUIV P - L05S PRESSURE - GPM IN PIPE PSI /FT SUI�IARY - LEN/FT PSi 98 128 2 . 154 L 1 . 25 0 . 0994 PT 29 . 21 ( 12& ) ' Q 95 . ? 6 F= T F 7 . 00 PE 0 . 5 �- =` NR C100 T 8 . 25 PF 0 . 82. ; , • ° . PT 30 . 4`? , { : :; g g �..... 112 111 1 . 1a4 L 14 . OQ 0 . 1632 PT 24 . $3 ( 1 � 1 ) � - Q 22 . 55 F = 0 F a . oa PE 0 . 00 ` BN C100 T 14 . 00 PF 2 . 28 113 112DQ 23 . 14 1 . 452 L 14 . 00 0 . 1656 PT 17 . 09 ( ]. 12 } Q 44 . 69 F = 0 F 0 . 00 PE 0 . 00 BN C10Q T 14 . 00 PF 2 . 32 114 113DQ 24 . 64 1 . 687 L 14 . 00 0 . 1798 PT 19 . 41 ( 113 } Q 69 . 33 F = 0 F 0 . 00 PE 0 . � 0 BN C100 T 14 . 00 PF 2 . 52 115 114DQ 26 . � 7 1 . 687 L 14 . Od 0 . 3252 PT 21 . 93 ( 114 ) Q 95 . 50 F= 0 F 0 . 00 PE 0 . 00 BN C10a T 14 . 00 PF 4 . 55 116 115 1 . 687 L 1 . 58 0 . 3252 PT 26 . 48 ( 215 ) . Q 95 . 50 F =0 /T F 6 . 00 PE 0 . 00 • BN C10Q T 7 . 58 PF 2 . 47 100 116 2 . 154 L 1 . 2 � 0 . 0989 PT 28 : 95 t126 } Q 95 . 50 F = T F 7 . QO PE Q . 54 ` = NR C100 T 8 . 25 PF 0 . 82 � 99 lOQ 4 . 026 L ? . 50 0 . 0047 PT 30 : 31 ( 104 ) � :� Q 95 . 50 F = 0 F 0 . 00 PE 0 . 00 ` � - NC C100 T 7 . 50 PF 0: 04 ,, - 98 99DQ 92 . 25 4 . 026 L 7 . 50 0 . 0164 PT 30 . 35 ( 99 ) Q 187 . 75 F= 0 F 0 . 00 PE 0 . 00 � NC C100 T ? . 50 PF 0 : 12 ` ' 97 98DQ 95 . 76 4 . 026 L 9 . 50 0 . 0352 PT. 34 . 47 ( 98 ) ,: Q 283 . 51 F = 0 F 0 . 00 PE 0 . 00 NC C100 T 9 . 50 PF Q . 33 96 97DQ 96 . 31 4 . 026 L 6 . 08 0 . 0605 PT � 0 . 80 ( 97 ) Q 379 . 82 F = T F 14 . 00 PE 0 . 40 NC C100 T 20 . 08 PF 1 . 21 PT 32 . � 1 ( 96 ) 106 9 4 . 026 L 330 . 00 0 . 0117 PT 68 . 33 ( 9 ) Q 187 . 81 F= 2T , 9E , 9E/ 2E F 24Q . 00 PE 0 . 00 MB C220 T 570 . 00 PF 6 . 69 1 , • SUBMITTAL SERIAL N0 : 2009H - 1a � 8 - OR - 1 �� 3t? � A ��F E� VAIL VALLEY MEDICAL CENTER ( ATTIC - DRY SYSTEM ) 181 WEST MEADOW DRIPE VAIL , COLORADO 0 . 16 / 200 � -a 250 FROM TO FLOW DIAM EQUIV P- LOSS PRESSURE � - ` GPM IN PIPE PSI /FT SUMMARY - ' LEN /FT PSI- 105 106 6 . Q65 L 140 . 00 O . Q016 PT 75 . 00 ( 106 ) Q 187 . 81 F= 4E , 7T F 266 . 00 PE 2 . 16� - MB C120 T 406 . 00 PF 0 . 65 1Q4 1Q5 4 . 026 L 27 . 71 0 . 0008 PT 77 : $ ? { 105 ) ' Q ' 187 . 81 F= 0 F 0 . 00 PE 12 . 00` " ° LR C5 � 0 T 27 . 72 PF 0 . 02 � COMMENT : 12 PSI LOSS ACRflSS FU1` �TRE R . P . B . P . SHOWN AS ELEV . 103 104 6 . 065 L 6 . 00 0 . 0012 PT 89 . 83 ( 104 } Q 187 . 81 F = 2E F 37 . 00 PE 0 . 00 - LR C140 T 43 . 00 PF Q . 05 - 102 103 6 . 215 L 230 . 00 0 . 0011 PT 89 . 88 ( 103 ) Q 187 . 81 F = T , GV , 2EE F 72 . 00 PE 0 : 00 ' LU C140 T 302 . � 0 PF 0 . 33� 101 202 - 12 . 395 L 240 . 40 0 . 0000 PT 90 . 22�- ( 102 ) -_ Q 187 . � i F = GV F 9 . 00 PE 0: 4U : ' - : LU C140 T 249 . 00 PF 0 . 00 ��' ° � 1 141 6 . Zi5 L I00 � . 00 0 . 0011 PT 90 ': 2Y ( Y01��}=' = Q I87 . 81 F= 3GV , T F 60 . 00 PE 4 . 00 - ; LU C140 T 1060 . 00 , FF, .1 . 17. .'� _ PT 91 : 38' ., � 1-� ,;. : . . - , 8 9 4 . 026 L 2 . 50 0 . 0402 PT 68`: 33 � -( 9) - ,: Q 365 . 67 F =E F 10 . 00 PB � 0 . 25 � � . LR C 120 T 12 . 50 PF` 0 . 54 '"�: COMMENT : 100 GPM INTERIOR HOSE ALLOWANCE ' 7 8 4 . 026 - L 27 . 71 0 . 0029 �PT 69 : 0 �= = ( • 8 ) ` - Q 365 : 67 F = 0 F 0 . 00 PE � 12 . 00� ` LR C500 T 27 . 71 PF 0 . 08-� - COMMENT : 22 PSI LOSS ACROSS FUTURE R . P . B . P . SHOWN AS ELE9 : , 6 7 - 4 . 026 L 6 . 25 0 . 0402 PT 81 . 16 " ( 7- } Q 365 . 67 F = 2E , 2GV F 24 . 40 PE - 2 . 32 LR C120 T 30 . 25 PF 1 . 22 5 6 4 . 155 L 25 . 00 0 . 0259 PT 84 . 29 � ( 6 ) Q 365 . 67 F= E F 16 . 00 PE 0 : U0 � - LU C140 T 41 . 00 PF 1 : 06 1 5 4 . 155 L 167 . 00 0 . 0259 PT 85 : 35 ( 5 ) :> � , Q 365 . 67 F = T , G� , 2E F 66 . 40 PE 4 . 00 LU C140 T 233 . 00 PF 6 . 03 .: PT 9I : 38 , � . � ,1 . : 94 96 4 . 026 L 54 . 00 0 . 0840 PT 31 . 93 ( 96 ) Q 453 . 48 F = SE F 49 . 00 PE 2 . 69` FM CI00 T 97 . 00 PF 8 . 15 . � '� SUBMITTAL SERIAL N0 : 2Q09H - 10 08 - Ofi - iQ ,9 � FA � F 7 VAIL VALLEY MEDICAL CENTER ( ATTIC - DRY SYSTEM ) 181 WEBT MEAD(}W DRIVTs VAIL , COLORADO 0 . 16 / 2000 + 250 " FI�OM TO FLOW DIAM EQUIV P - LOSS PRESSURE - GPM IN PIPE PSI /FT SUMMARY LEN /FT PSI . 93 94 4 . 026 L 1 . 33 0 . 0599 PT 42 . ? 7'- ( � 94 ') � Q 453 . 48 F = 30 /0 F 30 . 00 P� 0 : 5g�`- �� FR C120 T 31 . 33 PF 1� : 88 ' ,: ': 92 q3 4 . OZ & L 1 . 30 0 . 0599 PT•� 45 : 23 (° 93 ') : Q 453 . 48 F = BV F I2 . 00 PE 0 : 56'- = . FM C120 T 13 . 30 PF �: 80 : 91 92 4 . 026 L 8 . 00 0 . 0599 PT 48 . 59 ( 9'2 ) Q 453 . 48 F = E F lO . OQ PE 2 . 64 '' - FR C120 T 16 . 00 PF 0 . 9fi 90 91 4 . 026 L 30 . 00 4 . 0599 PT 50 . 15 ( 91 ) 8 453 . 48 F = E F 10 . 00 PE - 0 . 54 FM C220 T 40 . 00 PF 2 . 40 9 90 4 . 426 L 325 . 00 � . 0599 PT 52 . Q1 ( 90 ) Q 453 . 48 F= T ; 9E , 3E F 140 . 00 PE 0 : �47 FM C1ZO T 265 . 00 PF 15 . 8T • PT 68 . 35 ( 9 ) .: . 0 . 1 6 . 215 L 0 . 02 0 . 0123 PT 91 . 38 { 1 ) �- Q 703 . 48 F= 0 F 0 . 00 PE 0 . 00 � ` UId C140 T 0 . 01 PF 0 . 00 - COMMENT : 150 GPM EXTERIOR HOSE ALL�WANCE . PT 91 . 36 ( 0-) - PRESSURE AVAILABLE AT N�DE 0 AT 703 . 5 GPM 206 . 5 PSI- = MAXIMOM PRESSURE UNBALANCE IN LOOPS 0 . 082 PSI MAXIMUM VELOCITY IN PIPES 13 . 82 FPS ; � ' • , • ' ' • ' • 1 � � i u ' � ►• .. , ` . . . . . . r � . . . . . . . . . . : . . . � (•, , , _ ! � - � , , i. . .:, ,. . . ! � _ �, .. .... _ 1, � ► - ♦. � �=� \ �� . � _ .�.. � ' � �� ' • • . . ;• �. �• I' � ' � � • �IIYYWYWYWYYW IYYWYYWIIIYYYIWYWYWYYWYYWWYWYWW�iWY � 11��4 � � ��I�� : - , . . . : . �� r�C.1C�ri�� •- . . . � � - ' - --- -''�"��1��O�s�� , 1��..� _ . . . 11��//�n'��G� �� . --i�i�ii��//el�� ,c�z:� r?r � ��_� . . ---�.-�--• --.r,�GT�!�3��.%//.I� �� ; 11�\\�',:��I��{.////.��!�� : . 11��►`�'!;:��1 �//� O�_�� 11��►-�;�� i /�� . . 11��I�� l�s�� 11��■ ► � : ,:.:: �� • � �, .- . 0�� ' . : 11�� 11�C�':'� ��! �� . ��r��r �s� �� . ��r�� . ��s��■� ��■�� ._, ��r�� s■�� r��r �� . �� a■■��s�� ri�� ■��_� . ��►�� s� �� ■��■■� . �►�� a�-■�� • � ►�� _�� ,��A�� i �� nn��n� , , _ _ _ _ . . . . . . . . . . . ._ _ _ _ _ . . _ . _ _ _ _ _ _ _ . . . . . . - : . . , . . : , : , , , . Y � ��. ... '1�� . . . . . . S [IBMITTAL, .� ERZAL NO : ZQOSH -� 10 U5 - 25 - 1990 �'AGE 1 uAIL VALLLEY MEDIt;AL CEAtTEk ( 2nd FLQC3R - ORIGINAL BUILDINGI 281 WEST MERD4W DRIVE VATL , C4LORAD� 0 . 1 / 2000 + 300 FIRE SPRINKLER ADDITIONS TO VAIL VAt, LEY MED . CTR . BY : L . NOTHHAFT AND SON , INC, . FIRE SPRINKLER CONTRACTORS 4101 FOX STREET DENVER , COLORADO 80216 ( 303 ) 433 - 3329 NOTE ! THE FLOW TEST USE � IN THESE CALCULATI �IVS HAS BEEN REDUCED BY 209� TO ACCOUNT FOR PEAK DEMAND PERIODS . NOTE ! THE CALCULATIONS ARE BASED 7N BC1TH LEAD - INS FLOWING . FLOW TEST REaULTS ST:4TIC 110 . 40 FSI RESID[JAL AT 140 $ . 0 GPM 96 . 40 PSI PRESSURE AVAILABL.E AT 798 . 2 GPM 105 . 5Q P5I SUMMARY OF SPRINKLER UUTFLOWS f �� 1 � �� .�� r " ) f? i`, / (.; f,�, " '- - { t_, "�'},� r � ACTUAL MIN IMUM J`J G, � ,b N c- Y1 ! l y t•�� .•�t � f � c -�z ► j .'` SPR FL �W FL�W K - FAC; TOR PRESSURE 41 N 2 4 6 4 14 + 8 2 - - - � 5 . 60 - - 19 3 5 C `'L 1 C.' �t 1 �"� � � �'� � � C c:';ti�f!� j � �� .t: �- �. 42 23 . 22 14 . 82 5 . 60 17 . 20 , 43 22 . 76 14 . 82 5 . 60 16 . 53 (,(,/ � t1j � /� ��`j � � S � 44 22 . 43 14 . 82 5 . 6Q 16 . 04 45 22 . 43 14 . 82 5 . 60 16 . 04 46 22 . 20 14 . 82 5 . 60 15 . 72 ,� )�� ` .;� 47 22 . 42 I4 . 82 5 . 6Q 16 . 02 / � � � Z' 48 � � . 32 14 . 82 5 . 6Q I5 . 89 49 22 . 28 24 . 82 5 . 60 15 . 83 , � 54 18 . 85 14 . S2 5 . 60 11 . 33 �; (/� '�' SC�vt ;; � � p�„� �a�JC>�7',�,iG,. 51 21 . 45 14 . 82 5 . 60 14 . 67 52 22 . 05 14 . 82 5 . 60 15 . 50 �'�Gi_�� lc:� �n 53 22 . 63 I4 . 82 5 . 60 16 . 33 55 25 . 41 14 . £32 5 . 60 20 . 58 �� -- �=� � % . . �. � � �. � ty � ( 56 27 . 01 .14 : . 82 5 . 60 23 . 27 61 22 . 22 i4 . 82 5 . 6a 15 . 75 63 23 . ]. 6 24 . 82 5 . 60 17 . 11 64 22 . 61 14 . 82 5 . 60 I6 . 30 � . F, 5 22 . 45 14 . . 82 5 . 6Q 16 . 08 66 20 . 09 14 . 82 5 . 50 12 . 87 69 18 . 85 24 . 82 5 . 80 11 . 33 70 14 . 82 14 . 82 5 . 60 7 . C10 72 15 . 37 14 . 82 5 . 60 7 . 53 74 20 . 29 I4 . 82 5 . 60 Z3 . 13 7 � 20 . 60 14 . 82 5 . 60 23 . 53 , � r , BUBMITTAL SERIAL N0 : 2009H - 10 05 - 25 - L9S0 PAGE 2 VAIL VALLLEY MEDICAL CENTER ( 2nd FLOOR - OKIGINAL BUILDINGI 181 WEST MEADOW DRIVE VAIL , COLORADc? , 0 . 1 / 2000 + 100 . SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K - FACTOR PRESSURE 76 17 . 25 14 . 82 5 . 60 9 . 38 ' 77 16 . 10 14 . 82 5 . 60 8 . 26 79 23 . 75 14 . 82 5 . 60 17 . 99 81 21 . 72 I4 . 82 5 . 60 15 . 05 8 ?_ 25 . 48 14 . 82 5 . 60 20 . 7a 83 27 . 06 14 . 82 5 . 6Q 23 . 34 TUTAL WATER RE9UIRED FOR SYSTEM 698 . 16 GPM OUTFLOWS AT 9 100 . 00 GPM T�TAL WATER REO.UIREMENT 798 . 16 CpM PRESSURE RE9UIRED AT 0 Z05 . 41 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 078 PSI MAXIMUM VELOCITY IN PIPES 24 . I0 FPS � , SUBMITTAL SERIAL N0 : 2Q09H - 10 05 - 25 - 19 � 0 PAGE 3 VAIL VALLLEY MEDICAL CENTER l2nd FLOOR - ORIGINAL BUILDING ) 181 WEST MEADOW DRIVE . �7AI L , COLORADO 0 . 1 / 2000 + 100 FROM TO FLOW DIAM E9UIV P - LOSS PRESSURE GPM IN PIPE PSI / FT SUMMARY LEN / FT PSI - - - - - - - - - - - - - - - - - 71 70 1 . 104 L 1 . 00 0 . 0583 PT 7 . 00 ( 70 ) � Q 14 . 82 F = 0 /T F 5 . 00 PE 0 . 43 BN C120 T 6 . 00 PF 0 . 35 PT 7 . 78 ( 71 ) - - - - - - - - - - - - - - - - - � 31 83 1 . 104 L 0 . 5a 0 . 1775 PT 23 . 34 ( �93 ) G� 27 . 06 F = T F 5 . 00 PE O . QU BN C1 'l_ 0 T 5 . 50 PF 0 . 98 PT 24 . 32 ( 3I ) - - - - - - - - - - - - - - - - - 29 82 I . .lii4 L 0 . 50 4 . i588 PT 2 � . 70 t 8 � } 9 25 . 48 F = T F 5 . 00 PE O . GO BN CI20 T 5 . 5 � PF 0 . 37 % • PT 21 . 57 ( 29 ) - - - - - - - - - - - - - - - - - 80 53 ]. . 104 L 1 . 00 0 . 2275 PT 16 . 33 ( 53 ) Q 22 . 63 F = 0 F 0 . 00 PE 0 . 00 AO C120 T 1 . 00 PF 0 . 13 ? 9 8UDQ 22 . 72 1 . 104 L 3 . 50 0 . 4428 PT 16 . 46 ( 80 } Q 44 . 35 F = 0 F � . 00 PE o . aa BN C120 T 3 . 50 PF 1 . 55 27 79DQ 23 . 75 1 . 452 L 0 . 50 0 . 2578 PT 18 . 02 ( 79 ) Q 68 . 11 F = T F 6 . 00 PE 0 . 00 BN C120 T 6 . 50 PF 1 . 68 PT 19 . 69 ( 27 ) - - - - - - - - - - - - - - - - - 80 8I 1 . 104 L 10 . 00 0 . 1182 PT 15 . 05 ( S1 ) Q 21 . 72 F = 0 /E F 2 . 00 PE 0 . 00 BN C120 T 12 . 00 PF 1 . 42 PT 16 . 47 ( 80 ) - - - - - - - - - - - - - - - - - 78 52 1 . 104 L 3 . 00 0 . 2215 PT 15 . 50 ( 5 ?. 1 Q 22 . 05 F = T F 5 . 00 PE 0 . 00 AO C120 T 5 . 00 PF 0 . 97 26 78DQ 33 . 25 1 . 452 L 4 . � 0 G . 1754 PT 16 . 47 ( 78 ) 9 55 . 30 F = T F 6 . OQ PE 0 . 00 BN C120 T 10 . 00 PF I . 75 PT 18 . 22 ( 26 ) � - - - - - - - - - - - - - - - - - 77 76 1 . 104 L 8 . G0 0 . 0764 PT 9 . 3 �5 t 761 � Q 17 . 15 F = 0 F 0 . 00 PE - 1 . 73 BN C12Q T 3 : 00 PF 0 . 61 78 77DQ 16 . 10 1 . 104 L 14 . OU 0 . 2599 PT 8 . 26 ( '77 } Q 33 . 25 F = 3E F 6 . 00 PE 3 . a3 BN C120 T 20 . 00 PF 5 . 20 PT 16 . 49 ( 781 , � SUBMITTAL � ERIAL N0 : 2009H - 10 05 - 25 - 1990 PAGE 4 VAIL VALLLEY MEDICAL C,ENTER ( 2nd FLOOR - OkIGINAL BIJILDINGI 182 WEST MEADOW DRIVE VAIL , COLORAD� 0 . 1 / 2000 + 100 FROM TO FLOW DIAM EQUZV P - I, OSS FRESSURE GPM IN PIPE PSI / FT � UMMARY LEN /FT PSI - - - - - - - - - - - - - - - - - 75 74 1 . 1Q4 L 3 . 92 0 . 1042 PT 13 . 23 ( 741 Q 20 . 29 F = 0 F 0 . 0 � PE 0 . 00 BN C12Q T 3 . 92 PF 0 . 41 38 75DQ. 20 . 6U 1 . 104 L 3 . 00 0 . 3810 PT 13 . 54 ( 75 ) � Q 40 . 89 F = T F 5 . 00 PE O . OU AN � C120 T 8 . 00 PF 3 . 05 PT 16 . 59 ( 33 ) - - - - - - - - - - - - - - - - - 71 72 1 . 104 L 6 . 00 0 . 0623 PT 7 . 53 ( 72 ) Q 15 . 37 F = T F S . dQ PE - 0 . 43 BN C120 T 11 . 00 �F 0 . 69 73 71DQ 14 . 82 1 . 104 L 13 . 00 0 . 2173 PT 7 . 79 ( 7 ]. l Q 30 . 19 F = 2E F 4 . 00 PE 3 . 9U BN C120 T 17 . 00 PF 3 . 69 PT 15 . 38 f 73 ) - - - - - - - - - - - - - - - - - 73 51 1 . 104 L 1 . 00 Q . 1255 PT 14 . 67 ( 52 ) Q 21 . 45 F = T F 5 . 00 PE O . QO AO C120 T 6 . Q0 PF 0 . 69 25 73I?Q 30 . 19 1 . 452 L 3 . 00 0 . 1545 PT 15 . 36 ( ? 3 } Q 51 . 64 F = T F 6 . 00 PE 0 . 00 BN C120 T 9 . Q0 PF 1 . 39 PT 16 . 75 ( 25 ) 6 ? 66 1 . 104 L 4 . 50 0 . 1023 PT 12 . 87 ( 66 ) Q 20 . 09 F = 0 / T F 5 . 00 PE Q . 00 BN C120 T 9 . 50 PF 0 . 97 23 67DQ 37 . 70 2 . 452 L 6 . 00 0 . 1902 PT 13 . 84 t 6 ? ) Q 57 . 79 F = T , E F 9 . 00 PE 0 . 00 BN C120 T 15 . Q0 PF 2 . 85 PT 16 . 69 ( 23 ) - - - - - - - - - - - - - - - - - 68 69 1 . 104 L 6 . Q0 (7 . 0909 PT 11 . 33 ( 69 ) Q 18 . 85 F = 0 F 0 . 00 FE 0 . 00 BN C12Q T 6 . OU PF 0 . 55 PT 11 . 88 : t 6 $ ) - - - - - - - - - - - - - - - - - 68 5Q 1 . 104 L 1 . 00 Q . 0909 PT 11 . 33 ( 50 ) � Q 18 . 85 F = T F 5 . G0 PE 0 . 00 AO C120 T 6 . OQ PF Q . 55 67 68DQ 18 . 85 1 . 1 � 4 L I . 00 0 . 3278 PT 11 . 88 ( 68 ) Q 37 . 70 F = '£ F 5 . 00 PE 0 . 00 BN CZ20 T 6 . 00 PF 1 . 97 PT 13 . 85 ( 67 ) 1 � SUBMITTAL SERIAL NG : 2 � 09H - 10 G5 - 25 - 1990 PAGE 5 VAIL VALLLEY MEDICAL CENTER ( 2nd FLOOR - ORIGINAL BUILDING ) 181 WES 'F MEAD�W DRIVE VAIL , COLORADO Q . 1 / 2000 + 100 FROM TO FL04� DIAM EQUIV P - L4SS PRESStIRE GPM IN PIPE PSI /FT SUMMARY LEN / FT PSI - - - - - - - - - - - - - - - - - 22 65 1 . 104 L 0 . 50 0 . 1257 PT 16 . 08 ( 651 Q 22 . 45 F = T F 5 . 00 PE 0 . 00 AO C120 T 5 . 50 PF 0 . 69 . PT 16 . 77 ( 22 ) - - - - - - - - - - - - - - - - - 2Q 64 1 . 104 L 0 . 50 � . 1273 PT 16 . 30 ( 641 Q 22 . 61 F = T F 5 . 00 PE U . 00 AO C12Q T 5 . 50 PF 0 . 70 PT 17 . c70 ( 20 ) - - - - - - - - - - - - - - - - - 17 63 1 . 1G4 L 0 . 50 0 . 1331 PT 17 . 11 ( 63 ) Q 23 . I6 F = T F 5 . 001 �E 0 . 00 . A4 C120 T 5 . 50 PF U . 73 PT 17 . 84 ( 17 ) - - - - - - - - - - - - - - - - - 62' 61 1 . 104 L 4 . 00 0 . 1233 PT 15 . 75 ( 62 ) R 22 . 22 F = 0 / T F 5 . 00 PE 0 . 00 BN C120 T 9 . 00 PF 1 . 11 13 62 l . ld4 L 9 . 00 0 . 1233 PT 16 . 86 ( 62 ) Q 22 . 22 F = T , 2E F 9 . 00 PE 2 . 16 NR C120 T 18 . 40 PF 2 . 22 PT 21 . 24 ( 13 ) - - - - - - - - - - - - - - - - - 32 56 1 . 104 L 3 . 00 0 . 1769 PT 23 . 27 ( 56 ) Q 27 . OI F = T F 5 . 00 PE 0 . 00 A4 C120 T 8 . 00 PF 1 . 42 PT 24 . 69 ( 32 ) - - - - - - - - - - - - - - - - - 30 55 1 . .104 L 3 . 00 0 . 1580 PT 20 . 58 ( 55 ) Q 25 . 41 F = T F 5 . 00 PE 0 . 04 AO C120 T 5 . 00 PF 1 . 26 PT 21 . 84 ( 301 - - - - - - - - - - - - - - - - - 28 54 1 . 104 L 3 . 00 0 . 1457 PT 18 . 87 ( 541 9 24 . 32 F = T F 5 . � 0 PE G . 00 AO C120 T 8 . 00 PF 1 . 17 PT 20 . 04 ( 28 ) - - - - - - - - - - - - - - - - - 39 49 1 . 104 L 1 . 00 0 . 1239 PT 15 . 83 ( 491 Q 22 . 28 F = T F 5 . 00 PE 0 . 00 AO C120 T 6 . OU PF 0 . 74 PT 16 . 57 ( 39 ) - - - - - - - - - - - - - - - - - 37 48 1 . 104 L 1 . 00 0 . 1243 pT 15 . 89 ( 48 ) Q 22 . 32 F = T F 5 . 00 PE 0 . 00 AO C120 T 6 . 00 PF 0 . 75 PT 16 . 64 ( 37 ? � • SUBMITTAL SERIAL N0 : 2009H - IO 05 - 25 - 1990 PAGE 6 VAIL VALLLEY MEDICAL CENTER ( 2nd FLQOR - ORIGINAL BUILDING ) 18 � WEST MEADOW DRIVE VAIL , COLORADO 0 . 1 / 2000 + 100 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURE GPM IN PIPE PSI /FT SUMMARY LEN /FT PSI - - - - - - - - - - - - - - - - - 36 4 ? 1 . 204 L 1 . 00 � . 1253 PT 16 _ 02 ! 47 ) Q 22 . 41 F = T F 5 . 00 PE 0 . 00 AO C120 T 6 . 00 PF 0 . 75 PT 16 . 77 ( 36 ) - - - - - - - - - - - - - - - - - 34 46 1 . 104 L 1 . 00 0 . 1231 PT 15 . 72 ( 46 ) Q 22 . 20 F = T F 5 . Q0 PE O . GO AO C120 T 6 . 00 PF 0 . 74 35 34 1 . 1G4 L 3 . 00 0 . 2231 PT 16 . 46 ( 34 ) 9 22 . 20 F = 0 / T F 5 . 00 PE 0 . 00 BN CI20 T 8 . 00 PF 0 . 98 PT 27 . 44 ( 35 } - - - - - - - - - - - - - - - - - 21 45 2 . 204 L 1 . 00 0 . 1254 PT 16 . 04 ( 45 ) Q 22 . 43 F = T F 5 . 00 PE 0 . 00 AO C120 T 6 . 00 PF 0 . 75 PT 16 . 79 ( 21 ) - - - - - - - - - - - - - - - - - Z9 44 1 . 104 L 3 . 00 0 . 1254 PT 16 . 04 ( 44 ) Q 22 . 43 F = T F 5 . 00 PE 0 . 00 AO C120 T 8 . 00 PF 1 . 00 � PT 17 . 04 ( 19 ) 18 43 1 . 104 L 3 . 00 0 . 1289 PT 16 . 53 ( 43 ) Q 22 . 76 F = T F 5 . 00 PE 0 . 00 AO C120 T 8 . 00 PF 2 . 03 PT 17 . 56 ( 18 ? - - - - - - - - - - - - - - - - - 16 42 1 . 104 L 3 . 00 0 . 1338 PT 17 . 20 ( 42 ) Q 23 . 22 F = T F 5 . 00 PE 0 . 00 AO C120 T 8 . 00 PF 1 . 07 PT 18 . 27 ( 16 ) - - - - - - - - - - - - - - - - - 14 41 1 . 104 L 1 . 00 0 . 1492 PT 19 . 35 ( 411 Q 24 . 64 F = T F 5 . 00 PE 0 , 00 AO C120 T 6 . 00 PF 0 . 90 PT 20 . 25 ( 14 ) - - - - - - - - - - - - - - - - - 106 9 4 . 026 L 330 . a0 0 . 0231 PT 80 . 79 ( 9 } Q 270 . 70 F = 2T , 9E , 9E / 2E F 240 . 00 �E 0 . 00 MB C120 T 570 . 00 PF 13 . 17 105 106 6 . 065 L 140 . 00 0 . 0031 PT 93 . 96 ( 106 ) 9 270 . 7Q F = 4E , 7T F 266 . 00 PE 2 . 16 MB C120 T 406 . 00 PF 1 . 26 , � SUBMITTAL SERIAL N0 : 2009H - 10 � 05 - 25 - 199 � PAGE 7 VAIL VALLLEY MEDICAL CENTER ( 2nd FLOOR - ORIGINAL BUILDING ) 181 WEST MEADOW DRIVE VAIL , COLORADO 0 . 1 / 2000 + 100 FROM TO FLOW DIAM EQUIV P - LOSS PRESSURE GPM IN PIPE PSI /FT SUMMARY LEN /FT PSI 104 105 4 . 026 - L 11 . 55 O . 00I6 PT 9 ? . 38 ( ld5 ) Q 270 . 70 F = 0 F 0 . 00 PE 5 . '� 0 LR C500 T 11 . 55 PF 0 . 02 COMMENT : 5 PSI LOSS ACR05S BACKFLOW PREVENTER SHOWN AS ELEV . 103 104 6 . 065 L 6 . 00 0 . � 024 PT102 . 40 1104 ) Q 270 . 70 F = 2E F 37 . 00 PE U . 00 LR C140 T 43 . a0 FF O . IO 102 103 6 . 215 L 230 . 00 O . U021 PT102 . 5C� 1103 ) �t 270 . 70 F = T , GV , 2EE F 72 . 00 PE 0 . 00 I,U C14U T 302 . 00 PF G . 63 lOZ 102 I2 . 395 L 240 . 00 O . 00Gl PT103 . 23 ( 1021 R 270 . 70 F = GV F 9 . 00 PE U . 40 LU C140 T 249 . OQ PF 0 . 0 ?. 1 101 6 . 215 L 1000 . 00 0 . 0021 PT2U3 . I5 ( 101 ) Q 274 . 70 F = 3GV , T F 60 . 00 PE 0 . 00 LU C140 T 1G60 . a0 PF 2 . 23 PT105 . 38 ( 1 ) - - - - - - - - - - - - - - - - - 39 38 2 . 154 L 6 . 50 0 . 0013 PT 16 . 51 ( 38 ) Q 11 . 02 F = 0 F 0 . 00 PE 0 . 00 MB C120 T 6 . 5Q PF 0 . 01 24 39Dq 22 . 28 2 . 154 L 4 . 50 0 . 0101 PT 16 . 52 ( 39 ) Q 33 . 30 F = 0 / T F 10 . 00 PE 0 . 00 MB C120 T 14 . 50 PF 0 . 15 PT 16 . 6 ? ( 24 ) - - - - - - - - - - - - - - - - - 37 38 2 . 154 L 8 . 00 0 . 0082 PT 16 . 51 ( 38 ) Q 29 . 87 F = 0 F 0 . 00 PE 0 . 00 MB C120 T 8 . 00 PF t) . 07 36 37DQ 22 . 32 2 . 154 L 6 . 00 0 . 0231 PT 16 . 58 { 3 '7 ) 9 52 . 19 F = 0 F 0 . 00 PE O . UO MB C120 T 6 . 00 PF 0 . 14 35 36DQ 22 . 41 2 . 154 L 5 . 00 0 . 0447 PT 16 . 72 ( 36 ) Q 74 . 61 F = T F 10 . 00 PE O . OU MB C120 T 15 . GO F'F 0 . 6 '7 ' 15 35DQ 22 . 7_ 0 2 . 254 L 3 . 50 0 . 0724 PT 17 . 39 ( 35 ) Q 96 . 81 F = T F 10 . a0 PE O . OG MB C220 T 13 . 5d PF 0 . 98 PT 18 . 37 ( 151 - - - - - - - - - - - - - - - - - 24 23 2 . 469 L 4 . 00 O , U024 pT 16 . 62 ( 231 Q 22 . 07 F = T F 12 . 00 PE O . OG CM C120 T 16 . 00 PF 0 . 04 , SUBMITTAL SERIAL N0 : 2009H - LO 05 - 25 - 1990 PAGE 8 VAIL VALLLEY MEDICAL CENTER ( 2nd FLOOR - ORIGINAL BUILDING } 181 WEST MEADOW DRIVE VAIL , COLORADO 0 . 1 / 2000 + 100 FROM TO FLOW DIAM EQUIV P - LOSS PRESSUkE GPM IN PIPE PSI /FT SUMMARY LEN / FT PSI 25 24DQ 33 . 30 2 . 469 L 2 . 00 0 . 4132 PT 16 . 66 ( 24 ) Q 55 . 37 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 2 . 00 PF 0 . � 3 26 25DQ 52 . 64 2 . 469 L 21 . 00 0 . 0448 PT 16 . 69 ( 25 ) Q 107 . 01 F = 0 / T F 12 . 00 PE 0 . 00 CM C120 T 33 . 00 PF 1 . 48 27 26DQ 55 . 30 2 . 469 L 3 . 00 4 . Q969 PT I8 . 17 ( 26 � Q 162 . 31 F = T F 12 . 00 PE Q . 00 CM C120 T 15 . 00 PF I . 45 2 �3 27DQ 68 . 1 ]. � . 469 L 2 . 00 0 . 1852 PT 19 . 6 'L ( 271 R 230 . 42 F = 0 F 0 . 00 PE 0 . 00 CM CI20 'P 2 . 00 PF 0 . 37 29 28DQ 24 . 32 2 . 469 L 7 . 00 0 . 2230 PT 19 . 99 ( 28 ) Q 254 . 74 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 7 . 00 PF 1 . 56 30 29I?Q 25 . 48 2 . 469 L 2 . 00 0 . 2660 PT 21 . 55 ( 291 Q 280 . 22 F = 0 F 0 . 00 PE 0 . 00 CM C12fl T 2 . 00 PF 0 . 27 31 30DQ 25 . 41 2 . 469 L 8 . 00 0 . 3I24 PT 21 . 82 ( 30 ) Q 305 . 63 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 8 . 00 PF 2 . 50 32 31DQ 27 . 06 2 . 469 L 1 . 00 Q . 3655 PT 24 . 32 ( 31 ) Q 332 . 69 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 1 . 00 PF 0 . 37 12 32DQ 27 . 01 2 . 469 L 45 . QQ 0 . 4222 PT 24 . 69 ( 32 ) Q 359 . 70 F = 2E F 12 . 00 PE 0 . 00 CM C120 T 57 . 00 PF 24 . 07 PT 48 . 76 ( 12 ) - - - - - - - - - - - - - - - - - 22 23 2 . 469 L 3 . 50 O . OQ59 PT 16 . 62 ( 23 ) Q 35 . 72 F = 0 / T F 12 . 00 PE O . UO CM C120 T 15 . 50 PF O . G9 21 22DQ 22 . 45 2 . 469 L 1 . 50 0 . 0145 PT 16 . 71 ( 22 ) Q 55 . 17 F = 0 F 0 . 00 PE Q . OG CM C120 T 1 . 5d PF 0 . 02 20 21DQ 22 . 43 2 . 469 L 8 . 00 O . Q265 PT 16 . 73 ( 2 .1 ) Q 80 . 60 F = 0 F 0 . 00 PE a . 00 CM C120 T 8 . 00 PF 0 . 21 . , • SUBMITTAL SERIAL N0 : 2009H - 10 05 - 25 - 1990 FAGF � VAIL VALLLEY MEDICAL CENTER ( 2nd FLOOR - ORIGINAL BUILDI �G ) 181 WEST MEADOW DRIVE VAIL , COLORADO 0 . 1 / 2000 + 100 � -. � FROM TO FLOW DIAM E9UIV P - LQSS PRESSURE ' GPM IN PIPE PSI / FT SUMMARY LEN / FT PSI 19 24DQ 22 . 61 2 . 469 L 1 . 00 0 . 0419 PT 16 . 94 ( 20 ) Q 103 . 21 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 1 . 00 PF 0 . 04 28 19DQ 22 . 43 2 . 469 L 8 . 50 0 . 0603 PT 16 . 98 ( 19 ) Q 125 . 64 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 8 . 50 PF 0 . 51 17 18DQ 22 . 76 2 . 469 L 3 . 50 O . Q821 PT 17 . 49 ( 18 ) Q 148 . 40 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 3 . 50 PF 0 . 29 26 17DQ 23 . ]. 6 2 . 469 L 4 . 00 O . 1Q73 PT 17 . 78 ( ]. 7 ) Q 171 . 57 F = G F 0 . 04 PE 0 . 00 CM C12 � T 4 . 00 PF U . 43 15 16DQ 23 . 22 2 . 469 L 1 . OQ Q . 1358 PT 18 . 21 ( 16 ) Q 194 . 79 F = 0 F U . 00 PE 0 . 00 CM Cl2a T 1 . 00 PF 0 . 14 14 15DQ 96 . 81 2 . 469 L 6 . 50 0 . 2864 PT 18 . 35 ( 15 } Q 291 . 60 F = 0 F 0 . 00 PE 0 . 00 CM C120 T 6 . 5 � PF 1 . 86 13 24DQ 24 . 64 2 . 469 L 3 . 00 0 . 3327 PT 20 . 21 ( 14 ) Q 316 . 23 F' = 0 F 0 . 00 PE 0 . 00 CM C120 T 3 . 00 PF 1 . 00 12 13DQ 22 . 22 2 . 469 L 52 . 00 Q . 3773 PT 21 . 22 ( 13 ) Q 338 . 46 F = T /E , EE F 21 . 00 PE O . GO CM C120 T 73 . 00 PF 27 . 54 PT 48 . 75 ( 12 ) - - - - - - - - - - - - - - - - - 8 9 4 . 026 L 2 . 50 O . Q792 PT 80 . 79 ( 9 ) Q 527 . 46 F = E F � 10 : 00 PE 0 . 25 LR C220 T 12 . 50 PF 0 . 99 COMMENT : 100 GPM INTERIOR HOSE ALLOWANCE 7 8 4 . 026 L 12 . 55 O . OG57 PT 82 . U3 ( 8 ) Q 527 . 46 F = 0 F 0 . 00 PE 5 . 00 � LR C500 T 11 . 55 PF 0 . 07 COMMENT : 5 PSI LOSS ACROSS BACKFLOW PREVEIdTER SHOWN AS ELEV . � 6 7 4 . 026 L 6 . 25 0 . 0792 PT 87 . 20 l 7 ) Q 527 . 46 F = 2E , 2GV F 24 . 00 PE 1 . 92 LR C120 T 30 . 25 PF 2 . 40 5 6 4 . 155 L 25 . Od 0 . 0511 PT 91 . 41 ( 61 Q 527 . 46 � F = E F 16 . 00 PE 0 . 00 LtI C140 T 41 . 00 PF 2 . 10 � . , . � SUBMITTAL SEFtIAL N0 : 2409H - 10 05 - 25 - 19 � 0 �A� E I � VAIL VALLLEY MEDICAL CENTER ( 2nd FLOOR -t3RIGINAL BUILDING ) 181 WEST MEADOW DRIVE VAIL , COLORADO 0 . 1 / 2000 + 100 FROM TO FLOW DIAM EAUIV P - LOSS PRESSURE GPM IN PIPE PSIlFT SUMMARY LEN /FT PSI . 1 5 4 . 155 L 167 . 00 0 . 05Z1 PT 93 . 51 ( 5 ) Q 527 . 46 , F = T , GV ; 2E F 66 . 00 �E 0 . 04 LU Ci40 T 233 . 00 PF 11 . 91 PTla5 . 42 ( 2 } 11 12 4 . 026 L 28 . 00 0 . 1331 PT , 48 . 75 ( 221 Q 698 . 16 F = 4E F 40 . 00 PE O . OQ FM C120 T 68 . 00 PF 9 . Q5 10 11 4 . 026 L 9 . 29 0 . 1331 PT 57 . 80 ( 11 ) 9 698 . 16 F = E F 10 . 40 PE 4 . U2 FR C120 T 19 . 29 PF 2 . 57 9 IO 4 . 026 L 28 . 00 0 . 1331 PT 64 . 39 ( 10 ) Q 698 . 16 F = 2T , 4E , BV F 92 . 00 PE 0 . 42 FM C12Q T 12Q . 00 PF 15 . 97 PT 80 . 78 (, 9 } 0 1 6 . 215 L 0 . 01 0 . 0155 PT205 . 37 ( 1 } Q 798 . 16 � ` F = 0 F O . OQ PE 0 . 00 UN C140 T 0 . 01 PF 0 . 0 � PT1Q5 . 37 ( Q ) PRESSURE AVAILABLE AT NODE 0 AT 798 . 2 GPM 205 . 5 PSI MAXIMUM PRESSURE UNBALAAICE IN LOOPS 0 . 078 PSI MAXIMUM VELOCITY IN PIPES 24 . 10 FPS • � r • • ' , / - • � ,� , , = ► . � . - . . . • . • . . - . . : • ' � _ •. ' 1 � ,� � • � ► I ' ♦ � � ., ;'. �. � \ :. ;� � •. . • . . _� � � � `, �r ! iIYYWYYWYWYWYYlii11iI11YYY1111Y11111YYYYYYIYYWYYYYYYWYiYYWIIW - - 11�'�4�� . - , . . , . - �� "�1�� _�� . • :.; . ,,=�Il_'. ._� � . . ► • - , I��i��v�� , . 11�■ �� _�� . _ ,��■ ■��e��..... ,:..'_ _ _ ;._� r?r� ' ;'�'�'' �� • il■ ■��%//.%:�� , 11�� 1 %///.��`�� : . 11■�� I��//��e��.� ��■��a��■�i .�� . . ��■�� u�� a�� . • � r__-�!� �■�� • . : 11�� _, _ �7 �0�� . 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