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HomeMy WebLinkAboutF07-0025 . _ f.=•-•'-.; ,, ' ' •- ' . ' 2--, " - ' "-:-, :-/z,;,,:i-t.--1V. ::2•14,:.,;,;,;•=:-.--24::::::-...i-,.-/4,;.2,.; #4,,.. .4.,,,i,.4 '''. '''•-" ' .'. ''''' ' APPLICATION .iitILL A ';T BE . 472.1:EPTED IF INCOMPLETE OR UNSIGNED .._,..-..,...,_., . .. Project #:--- -\-2._;-_.-s ..S- 0 2_. C) Building Permit \_,...\.4..t. - . Sprinkler Permit #: 970-479-2135(Inspectibii.57 1 _ TOWN OF VAIL LY TOW? 9F VklAII. FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler Y, op drawings are required at time of permit submittal and 75 S. Fr:m7:tage Rd. must include he foilolling. Permit application will not be accepted Vail, Colorado 81.65,; 'vv.4thout this inforrnatirJA: A 7olorado Recfsterei ErAgMeer's stamp or N.I.C.E.T. Level III (min) .4::::1,:i..,; stiim p., ....-yr--.;444,,,c.,..a;-4.-...--:,-,..-. .-.., .4t,,.7...:4,-..--_--_=.'_,-.,,..:,-..-,.,-,,,,,-4,,,,*;.!,•-,-,ze,-;„;.4,i-:.- .. ---11,--,747,,,. .ext.w.::__-.---i,..4..f ,,..'.,....;;;::-,;... .f.:..,::.4. -:.- „,,,,,,ie.... .r,„.-.. ,,,s, Fq ,,it cut sh,aet..,.' of ,Ttater:als. -,•7-:,';i-Ars'Ar.,:‘,..V7..--- --;:•:,..K-s-,-.=: .i.:- •-'4-,..I.i3iA;.:;`;.11';24:'-Q-,:w.r .,,,A: i, Hydra i...1 : caitila'icy.y7... •.„-*.f.,,.,, . a ,- ,, , ,:.,„..,.......07,•_:,--•„,:,.:,,,,41,-.. ;1:41,A:zi4::;',e-i-,:i: 1:-- -:,'f, R,.•:-.----,,-!-V,..`',.."-,,•:',7-,'•:,,:•;,..•'''-f,;,,fg,'•,•• 2 \I; - i A Etat?. , ; Colorado Nan Registration form: '''. .1:0'.';''?"‘f-'1''7'''' ''!-",'-'7::''''''''-'7-',--:t?- --4'=/:•=-='F,.;',:::::4- AMZ, ,,, ..,..,j 4. \ 2 L $ ,._ . ,:. .i.....,,...:„.„,,,„...,..:4,,,,„!iv,.,,:„..4„,,,,,,,v;.„.•11:::,0 .:,.:,In,,,,,.... • P:ans m be submitted by a Registered Fire Protection Contractor . .,..,..,,,e,„1„-.....,,,,..,...,.„...-„,.:.,,:„ ,:-.,,,-,,,-,:=,_ '-'1.6.5':..*,9 ';-='3'::,i-Vili . .. ., .... . _,•,.„ . -, , 5 , . -,_... , ...; •;,_:., . .,,,,,, ------ CI -'TRACTOR INFORMATION ' , . ' ' • - . - 7 , Fire Sprinkler Citrat-i-..: , I--..,r! :-.... 'ir,-.',I ?.eg. Nc.: Contact and Phone #'s: ... ' 4--4--0--.)-1, k\ci= \,.'e.r\-,0 - - 7 ' c.--'" '' T) oh. 6-,( - ‘ -4'..Ac--,-"--- —''''--H- _________L__J Lezo.,...... i ',---\,-(1) ,-- , - '1.---4-.02-1-cZ ..„:. 1, .,,,i,.._1_4.i4 .1,,■:,s---4-\-.,,,-. ..i..,,c."12„.0-.o,-,..,,rre-r -EL... IQ C.=---i- Contractor Signatursi .,, ......--.'" 4 .,,,- ° .- ,.,,- .--''-";, ,':•-it,-, -it,:ii.i4x;,4?..•?i,' . com ',1•.:..:TE VAL:AA-VIC NS FOR ALARM PERMIT (Labor & t-q1C E L y E \1 --- 1 .■ 1 1 I 1 ,■,,,p,.,., '„ MAY 1 o 2007 .. _ ,. ----- ; 1 i L...; I Cortact Eagle Cawity A5sessors Office at 976-J28-8640 or visit www.ea• •-Co ....T.c■ (51p1K4g 1# w - e‘IL .1 Frcel # i-,-2), (..- 7. ----,...:(A c ...... . iN _ .._.-_r_-n •v-L-----"'" 1 Job L-1,r•-, ...f*--..„ • ..,D-71,:v.z.-„..17::---,.,$),...;.6- Job Addres ,-- s: t , , ‘ • _____ --;-., \itr,) 1 1 Li ' 1 I L. r - .. —1 . LI— , 1 —i, - Legal Description 1 _.°. --I, i Block,.(:).; ,.., i ________] Subdivision:7a-, :(1- k ,473 - .. r- L. Owners Name: .,.._ li .4 .11-1r, ss: Phone: JJk-A--- -k-tm-P• Vr-ar.C-e.2.4,1,," .%:::+1,4,1„;"--a..-------::, ‘-'-c-_---111.,-.-: ; .C.4 1 0,4 f r k l g r:&I.,-..6.7 V g•-;t‘...,'L C- It )50 .dress: .2_vicks-cs( Phone: ' •N, -I I \\,t5 I Detailed Locatir.:,- J.f work: (i.e., floor, unit -:'• :-..1g. #) ' J 1 ! 1:3 ‘14 I --- - -- -- - -- Detailed description of wo-k: *Ili 1 tki s■Cj . ----C--1 1 - , \,z.•\ - .. ..x.\_-)(--t-k==i,k_i,_c•,a,---c CA cl ,_, , ' - Work Class: New ( - Addition ( ) RE model ( ) Repair ( ) Retro-fit( ) Other ), , . i •:•=4 Type of Bldg.: Single-farrily ( ) Two-family [..,4 Mult-family ( ) Commercial ( ) Restau .. . -- Oth-r . - No. of Existing Dwelling Units in this ti-iding: 2. ■s4• —11 No. of Accommodation Units in t •)11. .•: 1.. --IL I Does a Fire Alarm Exisi-.: Yes'( ) No (J. 1 Does a Fire Sprinkler System Exis ' - „-,.5 ) 1 N' i , f 1 .-..----",-,-- ,-------- FOR OFFICE USE ONLY''.** ************ ''''***** -**'-.*****4' ,._ ,71* .• 09 „ ; 2.7 Fs: 1 Date Received„:„_. .;...-..-.:-,:, LOkrblic;Way•P-.,., . Accepted,By , Cl - parity Group: - i:. - --•-- , _ . 4 -: ' ". - -- . ,= \Wail\data\cdev\FORAI:',',-,EP,i.,', , 2 . ,KPERM Doi 07/26,2002 ..��,.G I.v.Oca au3-933-5904 p. 6 x. C Hydraulics Summary Sheet BFPE Designer: JR P.O.BOX 1068 WESTMINSTER. COLD talc By: JR Fill Date: 5/31/07 g 't - Project Information Hydraulics 31:33 V Information DUPLEX A 4057 LUPINE DRIVE, LOT 4 ' 1 r ' Demand... VAIL, COLORADO III Spr Req'd Pres: 115.14 PSI + NA Spr Req'd Flow: 118.00 6PM O Add! Flows: 0.00 GPM Hose at Srce: 0.00 GPM Contract No: 07-0699 N. Building: RESIDENCE Total Flow: 118.00 GPM System ID: UPPER LEVEL VA V Total Pres: 115.14 PSI Ref. Drawing No: FP3 c�A Static Elev: 0.00 Ft IIMI v Supply... Construction: COMBUSTIBLE Water Flow Test Occupancy: + Static: 125.00 PSI Authority: . A Residual; 124.00 PSI )11° iP Oty Flowing: 1512.00 GPM Elevation: 0.00 Ft System Information System Type: WET Date: Time: By: CONTRACTOR Hydraulics Design Criteria Pump Data Density: 20 GPM ,SqFt Rated: (NA) PSI2 (NA) GPM Remote Area: 4HDS SqFt Boost Pres: (NA) PSI Sprinkler Coverage: UARIE SqFt Discharge Pres: (NA) PSI Design Standard: NPFA 13R Discharge Flow: (NA) GPM Hazard: Combined , Figure: Curve: Static: (NA) PSI Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: TYCO =Wi ;/ Model: LFII :' '.•..; slOtt Available... Size: 1/2 i� •�.G�SS 111;:\;•.(411 ) J t P) 124.99 PSIP 118.00 GPM K—Factor: 4.2 s Sir ,I F) 115.14 PSIL� 5202.37 GPM :W 17912 s. i Temperature Rating: 155 /j-o•o- a � ►i°'`FS•••...•••„)..;: Margin... h∎„/ONA1. Pressure: 9.85 PSI (00/0 7 Flow: 5084.38 GPM Sigma Dynar+nics Corporation \ © Copyright 1992. Al Rights Reserved 7700 Hydraulics } IldU J1 U ua: -tc(• J e s s 1 e Kees dU:i-UJJ-bUU4 p. '( u, o o 0 -c Z N a ,-,= L a0 0 .a in m 0 c CO C) O O m1 0 Ni E O �+ G O 0 O a, N. C_ ] a >. 1._ Vt3 m � � a O °'° a n• Cn aL, a•ode 0 O •o XCCOo a a N N O n a — -" (I) c rp .� o m L � -0 ro VD d fp N d 0 >-u ) a W } _ • .-I d_ X - W n. -J c CL V' n o O ii L m z L. 0 . . o N a a a a cam (DO 0000 0 0 0 0 03 d c cx o r■' ^' 0 o O el U) C7 a. a 1- c a O m "0 C U O C a 0 u X r 660 0 o m 1.1.1 0 4 a' c - a a a a' o J g - oo N � .� D0 - -1- C .- -+ .... ... a ip a 9 C • >` w a O Z I--VI• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 iC) Q' r) N •-■ O 07 m N. '0 IC) - 1) N .-+ O 0) CO n 'Cl U) a- f') N .-+ N N N N N N (I5d) aanssa.id „gay dl ui Jessie Rees 303-933-5904 p. 8 SUBMITTAL SERIAL NO:2016HY1 05-31-2007 PAGE 1 DUPLEX A FN: DUPLEXAl.HYD 4057 LUPINE DRIVE LOT 4 , BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX A FLOW TEST RESULTS Water Supply STATIC 125.00 PSI RESIDUAL 124 . 00 PSI @ 1512 . 00 GPM CITY PRESSURE AVAILABLE AT 118 .0 GPM 124.99 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 201 30. 15 28.83 4 .20 51. 55 202 29. 39 28.83 4 .20 48 .95 203 29. 63 28 . 83 4 .20 49. 76 204 28.83 28 .83 4 . 20 47 . 12 TOTAL WATER REQUIRED FOR SYSTEM 118. 00 GPM TOTAL WATER REQUIREMENT 118. 00 GPM PRESSURE REQUIRED AT 0 115. 14 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI MAXIMUM VELOCITY IN PIPES 20. 67 FPS May 31 07 03: 42p Jessie Rees 303-933-5904 p. 9 SUBMITTAL SERIAL NO: 2016HY1 05-31-2007 PAGE 2 DUPLEX A FN: DUPLEXAl.HYD 4057 LUPINE DRIVE LOT 4, BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX A Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 22 204 1.055 L 0.66 C=150 PT 47. 12 (204) li Q 28. 83 F=E F 3.00 PE -0.29 DR T 3.66 0. 1648 PF 0. 60 21 22 1. 055 L 18.00 C=150 PT 47.43 ( 22) Q 28. 83 F=0 F 0.00 PE 0.00 BN T 18. 00 0. 1648 PF 2.97 PT 50.40 ( 21) 21 203 1. 055 L 0.66 C=150 PT 49.76 (203) Q 29. 63 F=T F 5.00 PE -0.29 DR T 5.66 0. 1733 PF 0.98 17 21DQ 28. 83 1.291 L 12 .00 C=150 PT 50. 45 ( 21) Q 58. 46 F=T/E F 9.00 PE 0.00 BN T 21.00 0.2279 PF 4.79 PT 55.24 ( 17) 20 202 1.055 L 0.66 C=150 PT 48.95 (202) Q 29. 39 F=E F 3.00 PE -0.29 DR T 3 .66 0. 1707 PF 0. 62 19 20 1. 055 L 18.00 C=150 PT 49.28 ( 20) Q 29. 39 F=0 F 0.00 PE 0. 00 BN T 18.00 0.1707 PF 3.07 PT 52.35 ( 19) 19 201 1.055 L 0.66 C=150 PT 51. 55 (201) Q 30. 15 F=T F 5.00 PE -0. 29 DR T 5. 66 0. 1790 PF 1. 01 18 19DQ 29. 39 1. 291 L 1.00 C=150 PT 52. 27 ( 19) Q 59. 54 F=T F 6. 00 PE 0. 00 BN T 7.00 0.2358 PF 1. 65 17 18 1.527 L 5.00 C=150 PT 53. 92 ( 18) Q 59.54 F=T F 7 .00 PE 0. 00 BN T 12.00 0. 1041 PF 1.25 16 17DQ 58.46 1.527 L 14 .83 C=150 PT 55. 17 ( 17) Q 118.00 F=T F 7 .00 PE 0. 00 BN T 21.83 0. 3690 PF 8. 06 13 16 1. 527 L 15.00 C=150 PT 63 . 23 ( 16) Q 118.00 F=T F 7 . 00 PE 0. 00 BN T 22 . 00 0. 3690 PF 8. 12 ray yi U7 ua: 4ap Jessie Rees 303-933-5904 p. 10 SUBMITTAL SERIAL NO:2016HY1 05-31-2007 PAGE 3 DUPLEX A FN: DUPLEXAI.HYD 4057 LUPINE DRIVE LOT 4 , BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX A Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Device's Ft PSI/Ft PSI 12 13 1. 527 L 3.33 C=150 PT 71. 35 ( 13) Q 118. 00 F=E F 4.00 PE 0. 00 BN T 7.33 0.3690 PF 2.70 11 12 1.527 L 9.66 C=150 PT 74. 05 ( 12) Q 118 . 00 F=0 F 0.00 PE 4. 19 FM T 9. 66 0.3690 PF 3.56 10 11 1. 527 L 10. 16 C=150 PT 81.80 ( 11) Q 118. 00 F=E F 4 .00 PE 4.40 FM T 14. 16 0. 3690 PF 5.23 9 10 2 . 009 L 18.43 C=150 PT 91.43 ( 10) Q 118. 00 F=T/E F 15. 00 PE 0.00 FM T 33 .43 0.0970 PF 3.24 6 9 2 . 009 L 38 .43 C=150 PT 94.67 ( 9) Q 118. 00 F=E F 6.00 PE 0. 00 FM T 44 .43 0. 0970 PF 4 . 31 5 6 2. 009 L 8.00 C=150 PT 98.98 ( 6) Q 118. 00 F=E F 6 .00 PE 3 .25 FR T 14 . 00 0.0970 PF 1. 36 4 5 2. 009 L 26. 00 C=999 PT 103.59 ( 5) Q 118 . 00 F=0 F 0. 00 PE 11.27 FR T 26. 00 0.0029 PF 0.08 0 4 2. 009 L 2 . 00 C=150 PT 114 .94 ( 4) Q 118 .00 F=0 F 0.00 PE 0.00 FR T 2 .00 0. 0970 PF 0. 19 PT 115.13 ( 0) Mad 31 07 O3: 4Op Jessie Rees 303-933-5904 p. 1 Hydraulics Summary Sheet BFPE P.O.BOX 1068 Designer: JR Cala By: JR WESTMINISTER, COLD Date: 5/31/07 Project Information Hydraulics Information DUPLEX B 4057 LUPINE DRIVE. LOT 4 Demand... VAIL, COLORADO Spr Req'd Pres: 107.65 PSI Spr Req'd Flow: 120.70 GPM Add'1 Flows: 0.00 GPM Hose at Srce: 0.00 GPM Contract No: 07-D699 Building: RESIDENCE Total Flow: 120.70 GPM System ID: UPPER LEVEL Total Pres: 107.65 PSI Static Elev: 0.00 Ft Ref. Drawing No: FP3 Supply... Construction: COMBUSTIBLE Water Flow Test Occupancy: Static: 125.00 PSI Authority: Residual: 121.00 PSI Oty Flowing: 1512.00 GPM Elevation: 0.00 Ft System Information System Type: WET Date: Time: By: CONTRACTOR Hydraulics Design Criteria Pump Data Density: 18/20 GPM /SgFt Rated: (NA) PSIS (NA) GPM Remote Area: 4HDS SqFt Boost Pres: (NA) PSI Sprinkler Coverage: UARIE SqFt Discharge Pres: (NA) PSI Design Standard: NPFA 13R Discharge Flow: (NA) GPM Hazard: Combined Figure: Curve: Static: CNA) PSI Residual: (NA) PSI Sprinklers J Nozzles Qty Flowing: (NA) GPM Manufacturer: TYCO r. Model: LFII OAP R.. �`l�t Available... Size: 1/2 f G SSy�.��Gi P) 124.99 PSI G 120.70 GPM • K—Factor: 4.2 .cc s; F) 107.65 PSIe 7058.99 GPM W 17912 Temperature Rating: 155 -o •o. ti Fs•°•..e•••'01, Margin... ` /ONAL t‘\ Pressure: 17.34 PSI &,l U? Flow: 6938.30 GPM Sigma Dyncimics Corporation © Copyright 1992, M Rights Reserved 7700 Hydraulics riay J1 U7 UJ: 4Up Jessie Rees 303-933-5904 p. 2 . zW m O • Q -C Z N o a� a 0 "U (I N I � o n N E - � 411 0) in \ •C7 o cJ a acn a a 2aL- W 0 -- • O 0 0 o X • � 0 o a N N 0 r - a - (f) c � � 13 r0 0 �n a 7 ar. 0 0 o W } 2 CO X g^ W a _J 0 at a v. 3 a 0 i:. L d Z - o lL 0 0 a a a a (3 CD CD CD N oo °o n n . 0000 N N o .-, -4 0 o C) a) -, H H U) a a to in a: \o ix o N N 0 m 0 0 C 0 a c 3 a E47 E o LI CD Q _ o cu a • X >\ O a 0 ▪ o C 0 J E °i c o a a g o0 N •� m M 0 a- c -, CD VI O L '0 Ul r O O M M O O O O O O O O O O O O O o O O O O MO 0 In - m fV _ o 0) O NO In - f•7 N -, O 07 O0 I\ 10 In a- C) N •-4 N N N N N N (Isd) aJnssaJd 11a0 of ur u3; etp Jessie Keyes 303-933-5904 p. 3 SUBMITTAL SERIAL NO:2016HY1 05-31-2007 PAGE 1 DUPLEX B FN: DUPLEXB1.HYD 4057 LUPINE DRIVE LOT 4, BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX B FLOW TEST RESULTS Water Supply STATIC 125.00 PSI RESIDUAL 124. 00 PSI @ 1512. 00 GPM CITY PRESSURE AVAILABLE AT 120.7 GPM 124 .99 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 101 30.65 28.83 4 .20 53.25 102 29.48 28. 83 4 .20 49.28 103 28.83 28.83 4. 20 47.12 104 31.73 28. 83 4 .20 57.09 TOTAL WATER REQUIRED FOR SYSTEM 120.70 GPM TOTAL WATER REQUIREMENT 120.70 GPM PRESSURE REQUIRED AT 0 107.65 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.09 PSI MAXIMUM VELOCITY IN PIPES 21.15 FPS `riay :i1 U'/ U3: 41p Jessie Rees 303-933-5904 p. 4 r SUBMITTAL SERIAL N0:2016HY1 05-31-2007 PAGE 2 DUPLEX B FN: DUPLEXB1.HYD 4057 LUPINE DRIVE LOT 4, BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX B Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 17 103 1.055 L 0.50 C=150 PT 47. 12 (103) Q 28.83 F=E F 3.00 PE -0.22 DR T 3.50 0. 1648 PF 0.58 16 17 1.055 L 13 .83 C=150 PT 47.48 ( 17) Q 28.83 F=2E F 6.00 PE -0. 76 BN T 19.83 0. 1648 PF 3 . 27 PT 49.99 ( 16) 18 104 1.055 L 0.50 C=150 PT 57 . 09 (104) Q 31.73 F=T F 5. 00 PE -0.22 DR T 5.50 0.1968 PF 1.08 14 18 1.291 L 6.66 C=150 PT 57 .95 ( 18) Q 31.73 F=T/E F 9.00 PE 0. 00 BN T 15.66 0.0736 PF 1. 15 PT 59. 10 ( 14) 16 102 1.055 L 0.50 C=150 PT 49. 28 (102) Q 29.48 F=T F 5.00 PE -0. 22 DR T 5.50 0. 1717 PF 0. 94 15 16DQ 28.83 1. 291 L 18. 00 C=150 PT 50 . 00 ( 16) Q 58. 31 F=0 F 0. 00 PE 0. 00 BN T 18.00 0.2269 PF 4 .08 PT 54. 08 ( 15) 15 101 1.055 L 0. 50 C=150 PT 53 .25 (101) Q 30.65 F=T F 5. 00 PE -0.22 DR T 5. 50 0. 1845 PF 1.01 14 15DQ 58.31 1. 527 L 12. 33 C=150 PT 54. 04 ( 15) Q 88. 96 F=T/E F 11. 00 PE 0. 00 BN T 23.33 0.2188 PF 5. 10 13 14DQ 31.73 1. 527 L 13. 25 C=150 PT 59. 14 ( 14) Q 120.70 F=EE F 2.00 PE 0.00 BN T 15. 25 0.3848 PF 5.87 12 13 1. 527 L 10.75 C=150 PT 65. 01 ( 13) Q 120. 70 F=E F 4. 00 PE 0.00 BN T 14 .75 0.3848 PF 5.68 11 12 1. 527 L 7. 00 C=150 PT 70.69 ( 12) Q 120.70 F=0 F 0. 00 PE 3 . 03 FM T 7. 00 0.3848 PF 2 . 69 May 31 07 03: 41p Jessie Reyes 303-933-5904 p. 5 , SUBMITTAL SERIAL N0:2016HY1 05-31-2007 PAGE DUPLEX B FN: DUPLEXB1.HYD 4057 LUPINE DRIVE LOT 4 , BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX B Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 11 1.527 L 10.16 C=150 PT 76. 41 ( 11) Q 120.70 F=E F 4 .00 PE 4 .40 FM T 14 .16 0. 3848 PF 5.45 6 10 2 .009 L 21.50 C=150 PT 86.26 ( 10) Q 120.70 F=2E/2T F 30.00 PE 0. 00 FM T 51.50 0. 1012 PF 5.21 5 6 2.009 L 8.00 C=150 PT 91 .47 ( 6) Q 120.70 F=E F 6.00 PE 3 . 25 FR T 14.00 0. 1012 PF 1.42 4 5 2.009 L 26.00 C=999 PT 96. 14 ( 5) Q 120.70 F=0 F 0. 00 PE 11. 27 FR T 26. 00 0. 0030 PF 0. 08 0 4 2 . 009 L 2.00 C=150 PT 107.49 ( 4) Q 120.70 F=0 F 0.00 PE 0. 00 FR T 2.00 0. 1012 PF 0. 20 PT 107.69 ( 0) 20 07 02: 22p Jessie Re ; s ,74JJ - I, Hydraulics. Summary Shct 3 BFPE Designer: JR P.O.BOX 1068 Cala By: JR WESTMINISTER. COLO i Date: 4/20/07 ,---Z Project Information � Hydraulics DUPLEX A d i Information 4057 LUPINE DRIVE. LOT 4 / ti Demand... VAIL. COLORADO Spr Req'd Pres: 107.85 PSI Spr Req'd Flow: 83.35 GPM d / Add! Flows: 0.00 GPM Hose at Srce: 0.00 GPM Contract No: 07-0699 ; ' Total Flow: 83.35 GPM Building: RESIDENCE{ System ID: UPPER LECJ,EL Total Pres: 107.85 PSI Ref. Drawing No FP3 - +; Static Elev: 0.00, Ft 14, Supply... Construction: •COMF:JSTIBLE Water Flow Test F Occupancy: 1 Static: 125.00 PSI• Authority: Residual: 124.00 PSI 5 Oty Flowing: 1512.00 GPM 1 Elevation: 0.00 Ft System Information Type: Date: Time Y � System T KT By: CONTRACTOR . Hydraulics Design Criteria Pump Data Density: 20 GPM iSgFt Rated: (NA) PSI2 (NA) GPM Remote Area: 4HDS SqFt 4 Boost Pres: (NA) PSI Sprinkler Coverage: UARIE. SgFtt Discharge Pr-es: (NA) PSI Design Standard: NPFA 13P { Discharge Flow: (NA) GPM Hazard: Combined Figure: Curve: Static: (NA) PSI Residual: (NA) PSI Sprinklers / Nozzles t Oty Flowing: (NA) GPM Manufacturer: TYCO i y 4�`,R Mo:4sl: LFII ¢c �Q °.;��Sr� f Available...• Size: 1,2 :1 �it' .„J'...c. 8 4:7%1,r . P) 125.00 PSI2 83.35 GPM K-Factor: 4.2 Cc -. . ), F) 107.85 PSI 7016.42 GPM f c: r .- Temperature Rating: 155 °c"o T0i 0.. 1-o e e ;�`` Margin... �'`s�°•bdec•° i y �**� M • Pressure: 17.15 PSI 61`t Flow: 6833.08 GPM $ ,, Sigrrici Dyr crr lics Corporatica.n © CPPYright 1992. Al. Rigltt.itiserv.d I 7700 H / Hy droullcs .,.,,,--ooa-3u4 p. 2 R I . . • C. m O L i _ _ t1 Z N Q. a in a • L. t. Cl.c� i "' c2 CD •.a to m _ o E ^ `v m m In d aD c) • 0a I�Q.L . OO • 000 I � � •, o O d - - N o d n • w UI � .- >ru ., Q 70 N (n cc W 0 _ • r S - - X I: v c d - - o+ t❑ a) Z - - a °o N aasa . co c2 o co .. • 4 t000tn „ MOO 0),. r7OOis• i co CO CZ . L O C'1 Cl 0 I--1 U) Cr) a 0.•i • lfl LO CO CO VO__ c o v rp 3 N X >- W O . o E -r• •C7 L _ fi. _ ° m C •� ro Cl rn to .. a, f o L. lJ Ill>+ avoo • 4'� N N U? c = I- • O O O O O O O O O O . O •O O O 0 O• O O O .O 'O O O • O U) 4 C7 N .-a O 0) CO. h. V) ,I0 v- -V)• N- 3. O ,CO. -CD N. ND It) V' l+) (N4 .-+ N N N N N N . . .-, . .--1 .r ..r OS) ainssa.id . • .Jou-r p. 3 e SUBMITTAL SERIAL NO:2016HY1 04-20-2007 PAGE 1 ' DUPLEX A FN: DUPLBXA.HYD. 4057 LUPINE DRIVE' LOT 4, BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX A FLOW TEST RESULTS Water Supply STATIC 125.00 PSI RESIDUAL 124.00 PSI @ 1512. 00 GPM CITY PRESSURE AVAILABLE AT 83 .3 GPM 125.00 PSI SUMMARY OF SPRINKLER OUTFLOWS A, ACTUAL MINIMUM SPR FLOW FLOW KFACTOR PRESSURE 201 21.66 20.00. 4.20 26460 202 21. 10 20.00 4.20 25:24 203 20.59 20.00 ;. 4.20 24.02 204 20. 00 20. 00 4.20 22.68 TOTAL WATER REQUIRED FOR SYSTEM 83.35 GPM WATER REQUIREMENT 83 .35 GPM PRESSURE REQUIRED AT 0 107.85 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI MAXIMUM VELOCITY IN PIPES 20. 43 FPS • r • 1 -- .,....-r p. 4 V ti SAMITTAL SERIAL NO:2016HY1 04-20-2007 PAGE 2 DUPLEX A FN: DUPLECA.HYD 4057 LUPINE DRIVE ' . LOT 4 , BIGHORN SUBDIVISION . VAIL, COLORADO DUPLEX A Location Flow Pipe. Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 22 204 1. 055 L (0.66 C=150 PT 22.68 (204) Q 20. 00 F=E F 1-3 .00. PE -0.29 DR. T 3. 66 0. 0838 PF 0.31 21 , 22 1.055 L 18.00 C=15.0 PT 22.70 ( 22) Q 20. 00 F=0 .F X0.00 PE 0.00 BN T 18.00 0. 0838 PF 1.51 PT 24.21 ( 21) 21 203 1. 055 L x0.6.6 C=150 PT 24 .02 (203) Q 20.59 , F=T F 5.00 PE -0.29 DR T 5. 66 . 0. 0884 PF 0.50 17 21DQ 20.00 1.055 L . . 12.00 C=150 PT 24 .23 ( 21) Q 40.59 F=T/E F 8.00 PE 0.00 BN T 20.00 0.3102 PF 6.20 PT 30.43 ( 17) 20 202 1.055 .' L 0. 66 . C=150 PT 25. 24 (202) Q 21. 10 F=E F 3..00 •. PE -0.29 DR T 3 . 66 0.0925 PF 0. 34 r 19 20 1.055 L 18.00 C=150 PT 25.29 ( 20) Q 21.10 F=0 F 0.00 PE 0.00 BN T 18.00 0.0925 PF 1. 67 PT 26.96 ( 19) 19 201 1. 055 . y L 0.66 C=150 PT 26. 60 (201) Q 21. 66 ;F=T F . 5.00 . PE -0. 29 DR T 5.66 0.0971 PF 0. 55 18 19DQ 21. 10 1.055 L 1.00 C=150 PT 26.86 ( 19) Q 42.76 F=T F 5.00 PE 0.00 BN . T 6n.00 - , 0.3417 PF 2.05 17 18 1.291 L 5.00 . 0=150 PT 28. 91 ( 18) Q 42.76 :.F=T F 6.00 PE 0. 00 BN T 11.00 0. 1278 PF 1.41 16 17DQ 40. 59 1.291 L 14.83 C=150 PT 30. 32 ( 17) Q 83 . 35 F=T F 6.00 PE 0.00 BN h T 20.83 0.4393 PF 9 . 15 13 16 1.291 '• Y L 15.00 ; C=150 PT 39. 47 ( 16) Q 83. 35 F=T . F 6.00 PE 0.00 BN T 21.00 0.4393 PF 9.23 _ N. i L V M . SUBMITTAL SERIAL NO:2016HY1 04-20-2007 PAGE 3 DUPLEX A FN: DUPLEXA.HYD 4057 LUPINE DRIVE . } LOT 4, BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX A Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Lczs Summary From To GPM IN Devices Fit PSI/Ft PSI 12 13 1. 291 L 3.33 C=150 PT 48.70 ( 13) Q 83 . 35 F=E F 3.00 PE 0.00 BN T 6.33 0.4393 PF 2 .78 11 12 1.251 L 9.66. C=150 PT 51.48 ( 12) Q 83.35 F=0 F X0. 00 PE 4. 19 FM T , 9..66 0. 4393 PF 4. 24 10 11 1.291 L 10. 16 C=150 PT 59.91 ( 11) Q 83 .35 F=E F 3.00 PE 4 .40 FM T 13. 16 0.4393 PF 5 .78 9 10 1.291 L 18.43 C=150 PT 70.09 ( 10) Q 83 . 35 F=T/E F ;9. 00 .. PE 0.00 FM T . 27.43 0.4393 PF 12 .05 6 9 1. 527 L 38. 43. C=150 PT 82 .14 ( 9) Q 83 . 35 F=E F ,' ' 4. 00 . PE 0. 00 FM P . 42.43 ` 0.1940 PF 8 .23 5 6 1.527 L. .8. 00 C=15u PT 90.37 ( 6) Q 83 .35 F=E F 4.00 PE 3 .25 FR T 12. 00 0.1940 PF 2 .33 4 5 1.527 L 26. 00 C=999 PT 95.95 ( ' 5) Q 83. 35 ' F=0 F 0. 00 PE 11.27 FR . . T 26.00 0.0058 PF 0. 15 0 4 1.527 L 2. 00 C=150 PT 107.37 ( 4) Q 83 .35 F=0 F 0. 00 PE 0.00 FR T 2 . 00 0. 1940 PF 0. 39 PT 107 .76 ( 0) -- ...... .. ., r Hydraulics Sumr iary. Sheet BFPE Designer: JR P.O.BOX 1068 Cola By: JR r. WESTMINISTER. COLD r Dote: 4/17/2007 Proiect Information Hydraulics ' Information DUPLEX B ' 4057 LUPINE DRIVE, LOT 4 t Demand... VAIL, COLORADO Spr Req'd Pres: 109.92 PSI Spr Req'd Flow: 88.25 GPM (. Add'! Flows: 0.00 GPM Hose at Srce: 0.00 GPM Contract No: 07-0699 Building:. RESIDENCE-. Total Flow: 88.25 GPM Total Pres: 109.92 PSI System ID: UPPER LEVEL Static Elev: 0.00 Ft Ref. Drauing No: FP3 , Supply... Construction: COMBUSTIBLE Water Flow Test Occupancy: i, Static: 125.00 PSI Authority: Residual: 121.00 PSI Qty Flowing: 1512.00 GPM Elevation: 0.00 Ft System Information System Type: lip' Dote: Time: By: CONTRACTOR , Hydraulics Design Criteria Pump Data Density: 18/2,0 GPMI ,SgFt Rated: (NA) PSI6"'CNA) GPM Remote Area: 4HOS. SgFt Boost Pres: (NA) PSI Sprinkler Coverage: UARIE SgFt Discharge Pres: (NA) PSI Design Standard: NPFA 13R . 1 k Discharge Flow: (NA) GPM Hazard: Combined Figure: Curve: Static: (NA) PSI Residual: (NA) PSI Sprinklers / Nozzles 0ty Flowing: (NA) GPM Manufacturer: TYCO Model: LFII Available... Size: 112 P) 124.99 PSIG 88.25 GPM K—Factor: 4.2 F) 109.92 PSI2 6544.19 GPM Temperature Rating: 155 Margin... Pressure: 15.07 PSI Flow: 6455.94 GPM I L-... . Sigmcs. Dynamics C,orporation. ©.CopyrlphF 1992; Al Riphhc"Ree�rr�d 7700 HydrduliCS - r. , •• • cwizy , _4' . A ni 26--cit)Tif4/6-7 . a,E,„ f-a2 • . `- •J L&( .8 , N Ea- 'R6---.4167e4- • i.1464 Rito L:51-4f . .�' .6 c . 1 - • 7^ d • t Hydraulics Summary Sheet ,.BFPE Designer: JR P.O.BOX 1 068 , WESTMINISTER, COLO CaicBy: JR , Date: 4/17/2007 Project Information Hydraulics Information DUPLEX A&B . ' 4057 LUPINE DRIVE, LOT 4 „ Demand... VAIL, COLORADO .Spr Req'd Pres: 109.92 PSI Spr Req'd Flow: 88.25 GPM • Add'I Flows: 0.00 GPM ' k Hose at Srce: 0.00 GPM Contract No: 07-DE99 - Building: RESIDENCE Total Flow: 83.25 GPM Total Pres: 109.92 PSI System ID: UPPER LEVEL Static Elev: 0.00 Ft Ref. Drauing No:, FP3 t Supply... Construction: COMBUSTIBLE Water Flow Test , Occupancy: ! Static:. 125.00 PSI , Residual: 124.00 PSI Authority: Oty Flowing: 1512.00 GPM • Elevation: 0.00 ,Ft System Information System Type: NET, Date: Time: {. By: CONTRACTOR Hydraulics Design Criteria Pump Data Density: 18/20 GPM ,SqFt •' Rated: (NA) PSI2 (NA) GPM Remote Area: 5HOS SqFt .. Boost Pres: CNA) PSI Sprinkler Coverage:. UARIE• SqFt ' . Discharge Pres: (NA) PSI Design Standard: NPFA 13R Discharge Flow: (NA) GPM Hazard: Combined Figure: Curve: Static: (NA) PSI Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer:: TYCO Q` I fir3j‘‘tN Model: LFII O�JQ,GESS°/SAN Available... Size: 1/2 �� ..,. T; fi` P) 124.99 PSI3 88.25 GPM K-Factor: 4.2 ! W 17912. g: $ F) 109.92 PSIG 6544.19 GPM Temperature Rating: 155 jT'4 '• 4� � 1�iFfS�•..•....• �Jr N� 0/V AL E Margin... • °`���t� Pressure: 15.07 PSI y 'I �D �� Flow: 6455.94 G 'M Sigma Dyriarctics :Car parca+iar © Copyrroht 1992. M Rights'Roserrsd 770D Hydraulics ) • j SUBMITTAL SERIAL NO:2016HY1 04-17-2007 PAGE 2 DUPLEX A&B FN: DUPLEXAB.HYD 4057 LUPINE DRIVE LOT 4 , BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX B Location Flow Pipe Fittings Equiv Friction Pressure in Size, . & Leigth Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 16 102 1. 055 L 0.50 C=150 PT 22.68 (102) Q 20. 00 F=T F 5. 00 PE -0.22 DR T ' 5.50 0.0838 PF 0.46 PT 22.92 ( 16) 18 104 1. 055 L '0. 50 C=150 PT 39.38 (104) Q 26. 36 e , F=T F 5. 00 PE -0.22 DR T 5. 50. 0. 1396 PF 0.77 14 18 1. 055 L 6. 66 C=150 PT 39.93 ( 18) Q 26. 36 {F=T/E F '8 .00 PE 0.00 BN T 14 . 66 0. 1396 PF 2.05 PT 41.98 ( 14) r 17 103 1. 055 L ..0. 50 C=150 PT 22.00 (103) Q 19.70 F=E F 3.00. PE -0.22 DR T 3.50 0.0814 PF 0.28 16 17 1. 055 L. 13 .83 , C=150 PT 22.06 ( 17) Q 19.70 `F=2E F 6. 00 PE -0.76 BN T 19.83 0. 0814 .PF 1.61 15 16DQ 20. 00 1. 055 L ,18.00 C=150 PT 22.91 ( 16) Q 39. 70 F=0 F 0. 00 PE 0.00 BN T 18 . 00 0.2978 PF 5. 36 PT 28.27 ( 15) 15 101 1. 055 L 0.50 • C=150 PT 27.92 (101) Q 22. 19 F=T F 5. 00 PE -0.22 DR T 5. 50 0.105 PF 0.56 14 15DQ 39 . 70 1.055 4 L 12 . 33 C=150 PT 28.26 ( 15) Q 61.89 :,F=T/E F 8. 00 PE 0.00 BN T 20. 33 0. 6771 PF 13.77 r 13 14DQ 26. 36 .1.291 L 13.25 C=150 PT 42.03 ( 14) Q 88. 25 +F=EE F 1.00 PE 0. 00 BN T 14 .25 0.4883 PF 6.96 12 " 13 1. 291 L 10.75 C=150 PT 48.99 ( 13) Q 88. 25 F=E F 3 . 00 . . PE 0.00 BN. T 13 .75 0.4883 PF 6.71 11 12 1.291 L L 7. 00 C=150 PT 55.70 ( 12) Q 88.25 g F=0 :F '0.00 PE 3 .03 PM m ` 7 nn . .n A00 A00q nz+ n An 11 +1 1..1 J1 V ! . JV4 JC.M.M.AC MCZCM JUJ-JJJ-J711-r p. D SUBMITTAL SERIAL NO:2016,HY1 04-17-2007 PAGE 3 DUPLEX A&B FN: DUPLEXAB.HYD 4057 LUPINE DRIVE LOT 4 , BIGHORN SUBDIVISION VAIL, COLORADO DUPLEX B Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 11 .1.291 L 10..16 C=150 PT 62. 15 ( 11) Q 88. 25 F=E F 3 .00 PE 4.40 FM T 13 .16 0.4883 PF 6.43 6 10 1.291 L 21.50 C=150 PT 72.98 ( 10) Q 88. 25 F=2E/2T F 18 .00 PE 0. 00 FM T 39 .50 0 .4883 PF 19.29 5 6 1.52.7 L 8.00 C=150 PT 92.27 ( 6) Q 88 . 25 F=E F 4 .00. ' • PE 3.25 FR T 12.00 0.2156 PF 2.59 4 5 1.527 L „ 26..00 C=999 PT 98. 11 ( 5) I Q 88. 25 ; F=0 F 0.00 PE 11.27 FR T 26.00. 0.0065 PF 0. 17 0 4 1. 527 L 2.00 C=150 PT 109.55 ( 4) Q 88. 25 F=0 F . 0.00 PE 0. 00 FR T 2 .00 0.2156 PF 0.43 PT 109. 98 ( 0) f OA$XILIARY SUBMITTAL SERIAL NO:2016HY1 04-17-2007 PAGE 1 DUPLEX A&B FN: DUPLECAB.HYD FLOW TEST RESULTS. a Water Supply STATIC 125. 00 PSI RESIDUAL 124.00 PSI 0 1512 .00 GPM CITY PRESSURE AVAILABLE AT 82. 6 GPM, 125. 0C PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K—FACTOR PRESSURE 101 20.65 20.00 4.20 2418 102 20. 00 20. 00 s 4.20 22.168 104 21.24 20. 00 4.20 25.58 105 20.69 20. 00 4.20 24426 TOTAL WATER REQUIRED FOR SYSTEM 82.$8 GPM TOTAL WATER REQUIREMENT b 82 .58 GPM PRESSURE REQUIRED AT 0 93 .42 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0. 07 PSI MAXIMUM VELOCITY IN PIPES. 20.24 FPS • 7 • fUXILIARY SUBMITTAL SERIAL NO•:2016HY1 04-17-2007 PAGE 2 DUPLEX A&B FN: DUPLEXAB.HYD. FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S-LOSS PRESSURES 16 102 20. 00 0.50 5.0 1.055 DR 0.084 -0. 22 22.92 22.68 19 105 20.69 0.50 3.0' 1.055 DR 0.^89 -0. 22 24.35 24.26 18 19 20. 69 18 . 00 0.0 1.055 BN 0.089 0. 00 25. 95 24.35 18 104 21.24 0.50 5.0 1.055 DR '' 0.094 -0. 22 25. 88 25.58 14 18 41.93 6.66 8.0 1.055 BN 0. 329 0.00 30. 71 25.88 15 101 20.65 0.50 5. 0 1.055 DR 0.089 -0. 22 24.45 24. 18 15 16 20.00 18.00 0.0 1.055 BN 1 0 . 084 0.00 24.46 22.95 14 15 40.65 12. 33 8.Q 1.055 BN 0.311 0. 00 30.78 24.46 13 14 82.58 13 . 25 1.d 1.291 BN 0.432 0.00 36.93 30.78 12 13 82.58 10.75 3.0. 1.291 BN 0.4.32 0.00 42 .87 36.93 11 12 82.58 :7. 00 0.0 1.291 FM 0.432 3.03 48.92 42.87 10 11 82.58 10. 16 3.0 1.291 FM 0.432 4.40 59. 00 48.92 6 10 82 .58 21. 50 18.0 1.291 FM 0.432 0.00 76.06 59.00 5 6 82 .58 8.00 4.0 1.527 FR. 0. 191 3.25 81. 60 76. 06 4 5 82 . 58 26.00 0. 0 1.527 FR . 0. 006 11.27 93.02 81.60 0 4 82 .58 2 .00 0.0 1.527 FR 0. 191 0. 00 93.40 93.02 Y 1 1 � 1 1 9 . 1 �..�e. 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I mn "-H\RIB DING SECTION"A" (--1 BUILDING SECTION"B" �PJ HYDRAULIC-SYSTEM HYDRAUUD-99EM cC ml YNL WDr DyEIZt MINI X'. �' .-.... 1 ,7.1 1T2:l --_ - —..-_ oemona 5v na _•°° "nE I1 s e i _ ® %//.,�\\\ REVISED T 1/01 'm\\\ PIPE SZESNS AND -r' BFPE���".Iowa .,a"mom e .a:/o07-Ds..H.Q., CCCIROCTOP ..07-D699 4 mi g., rcxsm'"'"...o.wur --WPLE%A 4 B ALLIANCE MERCHVIICAL . e rug mu G.elJ"I n aLL noa...a.ms:rE xPEO iev .-70)328-0303 '•FP3s3 ®/1 ' ' ''' j ,EA•,,,1 V/'//3 Az,. _ 00 Go1 OWER I FVFI Fl OOR PLAN lI MAIN LEVEL 1 00LELAV HIV '/e' .—J" @A TBNT?.5 NEc AHEf i REVISED 05/31/O7 —_ . a CALCNAi10N5 AN0 _ PIPE SIZES D / � � r-tea UIE%�A AB P1INNCE MCnoPNIG1 rE..u»_.. (9707 WA-0,, =nr FPZ°3 N'„ " 4. / // GENERAL NOTES ' F.','EFi",7:ara"■75.2EGai,71=' / / / 3 NPR..3 NINE 13 PIPE NI NOW,VA,NOPPEP PI aNGS / // ■ Pa Laalla MR COPPER Ala CENTER TO[-Kra / , 7 ;:t',Nvz-fmlims7z7„TADp-Lx m4-Lg,17F7v7a70°- 7 rzcaang,mrp,prAALTEDro.-amowtrougz. !, , , 7 L'0,,,,TLE,M7AVIc&X,tATMUEFW°„",,P2Mt-1,7R.Mt ) 11IZIMNRIZrarag NM IN"aggINT FINL/MNIT/I1 t'ON=13[T" ' C, / IN Man,a MallaN Ce PRONN,NE a a01 AND N Ma / NOR IM INF '6' ./ / •g , / NORTH T mm_m. SITE P1 AN IN JOIST HANGER DETAIL NO SCA. C) blEgraehlre LEGEND . FILLING 4UP 'Vka"),MITLTET"' @ ^, • ® C? ® 2 , - SKIM.,PIPE 01 11Z*1111 ,I ® C t__.---=',-,--Z.,',•_'_ • , ------ , lilk MAN RISER OFTAII BEPE '?r79NI'nAN'DN''l- "LeT5'"' "A"'CAL i y■ cos ... ., � �1"� 0. SA'/ ""\"' 6 O C. ® ®� ''� UNIT D 1� \k �� �� 1I ®p 7L DUPLEX A DUPLEX B m oeew - e I ® QQ r_r_L °off 111-17'=4, ro e .. a o H UPPER LEVEL FLOOR PLAIy «..i.,- � I ...u .., c.a. I °.,.,,,., ®BUILDING SECTION"A" (81 RIIILGING SECTION "B" HYDRAULIC-SYSTEM HYDRAULIC-SYSTEM nkesl . sp.�ke.°I . VA .roar DDCPapiMEMl Mn7 YMOC T4 BFPE + e.,wio�=as.s oFOo.a ALWWCEMECHANICAL ,. sup E, M..�sruxi ciu r.3 JP �)3.33 3