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HomeMy WebLinkAboutF16-0017_FP4 plans approved.pdf .4,1121"10:e. w 01et iTt P ur pis tk Calculation results for Design Area 4 - Great Room # II: 110.1 `°- `:'I This system as shown on Phoenix company print no dated ="-I for Fleeger Res at 2950 Booth Creek Dr Vail Fire&EmergencyServices LJ p E P L E \7E L f<'"...„ , „, contract no is designed to discharge at a rate of 0.1 gpm/ft2(L/min/m2)of floor area over 05/03/16 „ „. ''•: a maximum area of 784 ft2 when supplied with water at a rate of 82.7 gpm at 55 psi at the base of the riser. „ „ '`, 1 11 Hose stream allowance of is included in the above. E "' I`° Res Numberfheadsflowing: 4- A ) S _ A C E N ,,, ,.. .. ... ,.. Commotyclaicatn:G , A , I , II II Maximum storage height: Maximum velocity: 15.32 ft/s y I Storage arrangement: 7 OFF WA T „ > , 1: • ,'' �'' ,,,4,/,, ,,,, v''�°/ i� Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 55 psi L';' �� ',j' Flow from Overhead sprinklers: 82.7 gpm Pressure Available at Source: 71.9 psiCL ili ►/�///��p� 11 � ` ' Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 16.9 psi B a 11 �1�iNL/ii/L/�/ flifl/I A Ir�Cl/Iifuliff// 1I A ���/��///�// / '._s_'=___===_ri_-_______====_=____ Flow from Outside Hoses: 0 gpm o o W i it HHIIL %!tiIIIHIIN11 F •'_=--=-"�df� , -' Other fixed flows: 0 m ribillis °O;;111 1!1, +�'-" Total flow in s stem i in 82.7 m � ...or � O • Additional flow at/beyond source: 0 gpm • Z h ' • r. l011 r 4r=e •" ; �, ;-` I;I Total of all flows: 82.7 gpm a� •• Calculation results for Design Area 1 - Mater Bed / PilMili-Milli 0/1( `' E s%' _v, •• �, This system as shown on Phoenix company print no dated i r ��� �/� I I d Q for Fleecier Res at 2950 Booth Creek Dr �i il� iNs I , . `�'" :{7s 11; ■,. /� � -+�-�-%!i l Iii; contract no is designed to discharge at a rate of 0.1 gpm/ft2(L/min/m2)of floor area over ' 1i, ) ;111 ... nr - min a maximum area of 784 ft2 when su lied with water ata rate of 80 m at 60.5 si at the base of the riser. Tf /' � ' I b % � 011pp gp p 10 beam obstruction ' ' - _-Hose stream allowance of is included in the above. �` • t�, '`" --_H__ - hOccupancy classification: Res Number of heads flowing: 4 !01;1 • - II 1110 � _ .1 Commodity classification: System Type: Wet typical t h r o u h o u t �f nl , , / / a 6, 11.' A it ,lam MIMS 1�/,l��,F11,1 �s� - o' - WA� /- i' A tv 11 Maximum storage height: Maximum velocity: 19.6 ft/s v III, Storage arrangement: �r 11111 , �G�G l�` 4 0Flow from In-Racks rinklers: 0 m �IiI �, ' ",' ' \1 '..'8+p 9p Pressure Re uired at Source: 60.5 si �\ ■ ,� ■ ■ r, �,,,q p1111 Aplhul�hl�m�lr' ) ,,,, -911 I ��■IIIGIii4{` `. ►dFlow from Overhead sprinklers: 80 gpm Pressure Available at Source: 71.9 psi iia, 111111,11.111hM, 1 '�' I , � IL, �_ Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 11.4 psi (; Ij� MEI �I.11■0� I11 _„ �■I Fe I �� ; I��4Flow from Outside Hoses: 0 m ,1 ` r'VI • J r r % '" iOther fixed flows: 0 gpm "r s' �+� • r I�I1 Idf! �/ ' ti' ��N:��lf!<I#� ,/iNt/i1��IiN� , y� • •� �y; Ls ��. . � i�, sir i� 01 0 11 Total flow In system piping: 80 gpm • , * 11 ! Additional flow at/beyond source: 0 gpm ;, ill "� 41 :). ml 1 / i Total of all flows: 80 gpm , �; illillini,11ll.MFrft I■I__. 11-1 ����511 IM7��II��tt1� _=���=�srs.�e ������. ►x•4%1 ll, 1 /. i r ���//�/(1�/ iii r ' ����`'l �� / iaviey.. 71,,'1" P I C ]Calculation results for Design Area 2 Guest Master Bed 1wir i� 1� Y .� �� 1 '/ yVA I� O This s stem as shown on Phoenix com an rint no dated I l ,,of IHS" q�Y p Y p / �► /I/ /' _ i--v f / II1'R 'for Fleeger Res at 2950 Booth Creek Dr 2 2 0 / 1 '1 ■ �ow., - . - ���\ I�'' A'' �, ligi' I 111contract no is designed to discharge ata rate of 0.1 gpm/ft (L/min/m )of floor area over ✓ I ,�I ? �I ,� �� I�� y 1-1- a a maximum area of 784 ft2 when supplied with water ata rate of 80.3 qpm at 56.5 psi at the base of the riser. s/ l v 1 ti' I I I _ =Bill;_ !41111/111111i11 I I• /1 ►//,,� ��//ff�� �/� � '!/ffl�I rf!/IIM1ff!'/// fff % f!//I II r Hose stream allowance of is included in the above. 1/ ; ' '�FN�/� ar.,%/7/, /ff N /f/ /�K1�iLf�N�iLf�iil�iN�iN�iff�ifl�iN�iN�iN�iN�iN�iLf�iLfl I ■ I�.!! .11�{Y - ct Occupancy classification: Res Number of heads flowing: 4 ./i/ : I ;'l co •H, I o O Commodity classification: System Type: Wet JH1 r ;I� •'►�, 111111111M! I �. I"I�' �YO-1 Maximum storage height: Maximum velocity: 14.07 ft/s f 11 ❑ i C; .1 • . \ I �,�� I ® ■ II 1 II I-'-I Storage arrangement: k.: ;, 3- 012 r 'I -II 12 4 .. t0�) y II'- Flow from In-Racks sprinklers: 0 m ri "" ��•P 9p Pressure Required at Source: 56.5 psiI ,� r //// /_ �/////// / / / / //// //Wit / // � III��,[/ ,[/'� � o I 1 , irMili� 1,/ 1 / _ Y1/ //W ,/ ///>///�,/ , �/ /Y,/>/,/ 1, „/ 1 4// 1,/ 1 CD Flow from Overhead sprinklers: 80.3 gpm Pressure Available at Source: 71.9 psi !// .■.�.,,■ 1 Flow from Outside de Hoses: 0 �1m Surplus Pressure at Source: 15.4psi I J ; II - ,',Z,/4'_ gpmFlow from p e0 10 gY > �L z '-` .. ..1.I.. ra 1 A�.i - .t �. iAii1. O ® �/�� ,� I 1�,1 . Other fixed flows: 0 gpm J a - - , __I_i__: -t��•,, .II •�•' .'., �. II IIII/ Rise up from Total flow in system piping. 80.3 gpm Rise u p from \1i! - 171 '•J 2 -I 'r Ell •• II ) S 1 1. 1 w� lower level 11 0 Additional flow at/beyond source: 0 gpm +,V)11/: + , ,, r � � � I gpm -- 1 �fi - l ;/�/,. ;,/Y/�/�2//. //�/Y// 1 /////// �� �/Y �/i/>///��//9// �//�//////>/�4/Y/�/////>///1///1// M r Total of all flows: 80.3 m lower level ---f�� y� ,`�• � � � '�� �� �� I�I • I I •1.1/ •ti- ,-Y.11 ..1 0 ..• • III l�'' �I ;�; I @i 12 ' 4 1 ► .. I �► 111U 11 "' y 1x.11 .0 �� 1 ti y /1 ' ' I, _ LA illo. __ _ _ , . ii mi_ _ _ ;� NPA y I,Iii psi X �,�.,. ■_ --, --�_ �•��, -r•.�� 11 pilmIgimil 0 !�• 01 410I 1Iiii. 11111/- ■hli ■ 7.. R r11� -� / �i 1 �1'..�I '1 r fl 11-- ■ \c n„ O ■ •J_. 'r_liimw4 l tt , q ��� d1411111111111��• II' :)� IISyi _� ■li I �,,,,,,,11 i ■ I, B. .DE KIN 1 3 4" ql, I I J J 1--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-, I xi O C G 6' 3/ 121-111 ■ �s■�.,E�T• A I I I, I IN ti11 'WagF, V_ F'. 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F-- .. t�� .. - I c`I SHOWER cq •�1, -�• 1 / I E-1 ■ ■�.� 1111 3-2 �, ' r N W.C. 203 /; ��� 1111«►�ll��i�1.►���1� o 11 ■ CO 11 In . -'-i ■PAM I N- I I W.C. 1 " „l ��� ��R� �r13 ��J - - deep V I �� ®M 1 1 , CLOSET #3 _. 0 ,. , (• - - m r•� �•� I �:� , Q GUEST ASTER peep ■ �� . . �� �� i O :i��.I 1�/� I 2_21 , _612 E19, ;��e ;'; , .t > - - - - _. . - - a _ : ' , ■y ®� ►� i MI IMM Q W BED OM .illmilt Sly ® �► I 111 i II ,. � MI /fiQ' O Aim ■ ®i•wi ► t I� P ro .,r ,i, , /`, D� t��• �, •�) W1 1� .W1 1� tf 1MMI, f 11 L ;//'���: go■ ■■ �I� FM�� �l ►.■1■ �l ► 1� 0 BEDROOM #2 t.�.• '�: . �.�r �= ■ mown wan i f�J.7_ IIS ■t.'� I--I �� . 3-412 207 8-2 z�� = i►.�� t=`'1 ■ E 01 , � 0 e��..7 �..� �.� , BATHROOM #2 ,;<��., - 'iris/■ eilMr47 AML/jr [_ -�. �I 11l� 11� I , , . MASTER riti>•.� .r�T�l_ _7 3i ,fiYiT��,� \II� 'Iia'♦•�i / O-I ■ �► v1F RIM III�P�1� �1..�' Ip . = ��� �A !N 11 • n • • • • �I 1. - �� './,\• - - MASTER CLOSET BATHF E�©itll �, a I' ■ aWATilty /, �/ I)�ba Ill<.r� Ill<.r� B.O.GWB 8� 6"A.F.F. 11 ■ 0�� B O GWB @ 11' 0 1 2"A FBF 202 e.A!■� s77.......... #! 111 All ET1 ■ NIS T �` �' 2 , r o o , 11' CLOSE 204 B o GWB@ a s"a F �►� .- ■ Iii liN �' �� 1 1I • ,, __ - - l Ili jl-/ , , � r 1 , �i ' i .44:_, -) isms= 01in 206 g 8A.F.F. I I I I ■ �I IHI•H iiiilr i�lilllWi -~ ------ , ■i .. � .. � � ;� ii,�� 1 �'� s I� ® E■ DAMame: 1 v 1 , / 2 , rimmim r I I11 SOMI ,l, .- i':', r;A' GWB Iia 1111 o. v ® , IC = - - -:� ea: 143.66 ■ III - ' • _ i '� Ill II � _ II II __ � =e" _ - _ _ -/"A ■ Ill /- - �� Irl u_., L u_ -L _ = __ --- --- --- ~ ■ III A_ I i �1• ��_� - II N �/ �/ W�fI!/BfI!/�U1!/B.�I ■ , -% ■ ■ 0= • ` B.O.GWB @ T 10 5/8"A.F.F. 0 /� �\ ow l I� i III =plA WilP- 1"11111 ;i46 v4 rItz-i Ia.' 0 11 , di ■ !�� _ /■ 1 %/ ■ 212 V , /,-,t=G /'' /,%��<-;i i/„P�%' '//�,i✓ ''%6G '','iT;�rii%�'i�-7-=-= f>7 /f 'i/,'fj�p i 215 m_� s - - - - - 5 ----�-� �- REVISIONS DATE DESCRIPTION BY FRE ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING:THIS DRAWING COPY, ITS CONTENTS, I S \ E R A \ S INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTY OF THE FIRE PROTECTION nJ9Der Level CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING SUBMITTED TO YOU WITH THE NIMMMEMEMMEMEMEM UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED,COPIED OR MODIFIED IN ANY MANNER; NEITHER SHALL SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# SCALE: 1/4"=1'-0" 2224 Sq.Ft. 1' 2' 4' 6' 8' 10' 12' 14' 16' 18' IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR ® 121 PEND WHITE 155 6.90 3/4" TY4234 Tyco LFII AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY P • O TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION 121 heads for this project _ THIS SET OF FIRE SPRINKLER SHOP CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR 24 heads for lower level DRAWINGS HAVE BEEN REVIEWED PERMIT NO. INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE i O > ® AND FOUND TO BE ACCEPTABLE BY COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND 26 heads for main level TIMOTHY N.TROSTEL,JR-N.I.C.E.T. APPROVAL STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN 71 heads for upper level - IV#102055. SR.ENGINEERING GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH TECHNICIAN-FIRE PROTECTION 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 IERINGT a O GIES SCALE 1/4" = V-0" BY MILE HIGH DESIGN GROUP, LLC 3 29 16 3'-O" / TIMOTHY N. TROSFEL,JR.; SET DATE DATE 3/29/16 THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT MINIMUM REVISED I FP4 FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- PLOTTED