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HomeMy WebLinkAboutF16-0017_FP2 plans approved.pdf taw jai it C eft 4.17 a (,, ,..._ ':b Itt 2 2 Vail Fire&EmergencyServices _ 43 05/03/16 1-6 46-1112 Source Information Date of Flow Test / Info : March 2016 Location of flow test data : approved as noted Calculation results for Design Area 3_ - Mechanical Room This system as shown on Phoenix company print no dated near site for Fleeger Res at 2950 Booth Creek Dr 0_ contract no is designed to discharge at a rate of 0.1 gpm/ft2(L/min/m2)of floor area over ,. Source of flow test data •. a maximum area of 1024 ft2 when supplied with water at a rate of 114.6 qpm at 67.3 psi at the base of the riser. MP -- , -- g w Z Hose stream allowance of is included in the above. _ M a hydrant flow test Occupancy classification: Res Number of heads flowing:,4- I C� p Commodity classification: System Type: Wet • `;' Source Data Points Maximum storage height: Maximum velocity: 29.02 ft/s _ Z OMOgill" Z Pressure Flow N 3 Storagearrangement: ce) Q N n `.' a - Fire Sprinkler Riser Room I Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 67.3 psi Q CI 72.�0 0.00 Flow from Overhead sprinklers: 114.6 gpm Pressure Available at Source: 71.8 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 4.5 psi 62. 0 972.20 Flow from Outside Hoses: 0 gpm Other fixed flows: _ 0 qpm Total flow in system piping: 114.6 gpm Calculations are made after a 10% \` / Additional flow at/beyond source: 0 qpm L7' - Total of all flows: 111111444...66006 14.6 gpm reduction in water pressure and ►� ° water flow has been reducedper ° 0 087 Vail requirements -' B.O.GWB@9'-65/8"A.F.F. ' Take a look at this WlLKIiJS PR.V _ _ SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 086 + ? 0 Fe"b 85Q-'"SM ALL-, , a °'' Test Results ® 121 PEND WHITE 155 6.90 3/4" TY4234 Tyco LFII I I Pressure Flow 121 heads for this project 085 I Flow'' -,g-A't, hT U 24 heads for lower level ® O 1 , _ I 80.00 0.00 26 heads for main level ` °a ° 0 69.00 1300.00 71 heads for upper level -- _ . . ' 2-10 f / M , - „ I �--I N I 020 3,_ >, - Water flow de-rate per Vail Fire �.( MINIMUM ° ". { B.O.GWB@T-103/8"A.F.F. 0 C� 7 0 Flow 1300 gpm. I , 1 ' „! o ` ) o a 4 , De-rate for month of March. 74.79% d 2=10,t:) . ,g i " 11-9i2 . - �1 a 4 ° 1300 x 74.79% 972.27 GPM � Ir } O CD M 2_ - - I: - I -' •- 0 c\2 _ I a � , - - - POWDER ROOM --II—` - I 017 a I1 ; *-+ v► O •r_. ti ROOM O -f--- � � Ir il 0 ER I I��I�n��' '' I��I�n��' '' ,,, , I ( q � 016 I' 1 x � l ,l I yy O r ;B.O.GWB @ 8'-11 7/8"A.F.F. t ;,r. ( W Rise u to up6EAD spAcING 7 to x _ per levels - - - , - -. - ,,, _ ,_ , iv K z - ,t---, , , , , , , , 0 WATITS ,!? , - tom) tom) ,7 V;\ 4 Pi :1 '''`.>7,-=' ' , 1 a > • �- FTS N 01 4 oO a Q / ,o .. , �, a a ro ;y,, � , ° 07 ° ° - I E , ,1 c-\2 � \IC LAUNDRY I ° a ° ° 1 is , 'B.O.GWB @ 8' 2 303 072 F. f o - 9 B.o. GWB C�?R _9 va A.F.F. 007 /— ' - -, ' B.O.GWB@8'-21/4"A.F.F. 6-4121 CNI ' '1 068 "".CLOSET '- , , _ p • Ea CSI 1 1 4C '1 1 I 1 , 1 1 O �► 302 "2 ° 8 a. _ 1 0J,)CNI i 7-3 * ' 0 12-312 6-7 ,1 2-: N 6— 12 ' Qo Q . . 7-1 t ) :-1'2 - - Q 4 BOGWB@8'-21/4AFF. ��. - <070 > i. '��:;`, - II I 1fl1- --------T LOSS _ 11 -301 4�►),�); M ' HAN ICA O r. � CIL � • • ..,� .,; 012 LEVATOR �.,. j 1 „ti Q • - BEDROOM #4.; 009 i . „ _ » , ' ” O-I W 006 t /.' OI km a,s I Q-I ' , , , , , , c—>0 6 ' , , ., B.O.GWB @ 8' 11 7/8"A.F.F.co ��''ire-11 - , �� f�- E�_ ^ :.,-:'‘.'.-:_:,-_:.--11\:, = 1 I ` ,, it I +,� oma• I I I I •�• I--I 4 c� I926 "LQ- O• - 1 - 50 1 _ N '. 015 \ 3 /_ 0 v' - " BEDROOM #5 °...° t -'7. , ' ' ,\= 13- 1' co ' B.O.GWB @ 9'-2"A.F.F. O' • , 011 , - _ B.O.GWB @ 9' A.F.F. N i ° ti °♦ Oo , Z -71-----vi n'-'"--/1' BAT=1R©QM. / A.; ., te ir ~ . O -8- �, i:i 004 � W F I,, -, I 1 r aq °J ' • I . \ //". , ° ad f 1 w44 i �� o DA Name: 3 � II 11 � °� REVISIONS DA Area: 205.90 DATE DESCRIPTION BY 1" L u L u . - 4 ° L — all ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING:THIS DRAWING COPY ITS CONTENTSII 1 INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTYOFTHE FIRE PROTECTION °° '° ° � � ° � __ 1 6 � 1 6 spacing a CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING StLBMITTED TO YOU WITH THE , - UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED,COPIED OR MODIFIED IN ANY-MANNER; NEITHERSHALL \ •,-0-' -B.O.GWB°@ 8'-2 1/4"A.F.F. NIMMMEMEMMEMEMEM IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR \ i iGr 1' 2' 4' 6' 8' 10' 12' 14' 16' 18' EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR - in ower eve ° AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY � -CLOSET#S - P . 0 TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION THIS SET OF FIRE SPRINKLER SHOP CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR021 DRAWINGS HAVE BEEN REVIEWED PERMIT NO. INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE TIMOTHY NDT TROSTEL,TO BE ARCCEPTABLE C EBTY COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND - _ STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN � IV#102055. SR.ENGINEERING APPROVAL GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH I C 1 \ IL \ TECHNICIAN-FIRE PROTECTION C L DRAWN BY TEM ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPING AND/OR FIRE SPRINKLER HEADS ARE REQUIRED NATIONAL INSTITUTE FOR CERTIFICATION IN THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED ENGI ERINGT O GIES SCALE 1/4" = 1'-0" BY MILE HIGH DESIGN GROUP, LLC ower eve 3 29 16 TIMOTHY N. TROSTEL, JR.; SET DATE DATE 3/29/16 THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT SCALE: 1/4"=1'-O" 2048 Sq.Ft. REVISED FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- I rr L rn^ PLOTTED