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HomeMy WebLinkAboutF09-0030.pdf , : < , � ' � � beg�artme�fi mf -Comr� taraity [�evelopment � ' � __ � 75 i���th �rontage �oad ,i ; , �� ,� VaiI , ;G.ol.orac�� ;;81657 ; f � � � ,� � t 3a ' 4 � , � . � � �� � � �� h� � , r �1"e� 970 � 4�9 2 '� 28 � � i t > a 1 �� � �� � � �`��� �� ����� i � � k : �.�(d�(,}�+�7�V `fi�w� ��'F�� �� � s � ii r . ., r i� < r. + � �r,� ' `s ` m � am �* e 3 l 4 { � [ � -�` r � � �� � � � � ' �`� �� F ��" , r . � t��b �dvr�uav,i�a� lt�o�v�sat� � � � � � �{..,+�� � � �eveloprr�er�fi Fte��ew� .j� {. p � , s � ,y� � ��oor ►n ti � � � �2�5 §.4�''S"��,i�+�'�,ak i t G4� I h��d p,� 'l�,7 i a'� �� #c i ° � � ' v 3� t.`' . �f. { :.��s'L���LUN�'#�a�`����'eYn�`�.�-.:t�RF"u�"�ia.�b��Yi`_��i:#� 4�:>,u,.$Y.f.�; . � �Sas� 4 ii � u' . . i +. { - i .' � � ,. _ , ..w.a� �4 ..�`,�� � . � � . ' . �.` ,.�" r r, .,� '�.zma,, �,� 3'�' . . _� ���s�3�"r,s�S�#e.,,�u�.�ts� '� P9 t.;u � �orn �vser�i� 6 � ��sdd�nta� l Fere Alarrrr �I�op dra�ing� ar°� requia-eci � t the t� m� of appli�atiora subrr' itta9 � nci rnu�t in �iud� th� follov�iro� inforrnati�� a 1 . A Colorado Registered Engineer's stamp or N . I . C. E .T level III (min ) stamp 2 . Equipment cut sheets of materials 3 . Hydraulic calculations 4. A State of Colorado Plan Registration form 5. Plans must be submitted by a Registered l=ire Protection Contractor Projecf Streef Address : Of4ice Use : s_�a � �i�}t�°�;'"*'� l��' .�`C.PII< <���''�`,%a {� 9 �f � / � Vp ".�°ll �/W � (Number) (5treet) Su 't� � project #: �� � ( ) Building Permit #: � � �� �� Bui1ding/Com � lex Name : �`°>` , y��`:,� _��1 �7"l����a'� �o� Sprinkler Permit # : `� (J � "�D � Contracgor Information : Lot #: � Block #� Subdivision : � � ( G � _..--- , Company: � .�- s�ea��`��s�%��:`� /°��.'.� �r 'i� "�-�.�/�'�`` ��°% CompanyAddress : ���' , �� .=f�,'�' ��,` ���. �~ ' � �__ ' Detailed Description of Work : l�d_ �� ���°ry ��PS� City: a�`�.Rk".�:,�c.� _ State : � Zi � — � C "f �e� �t e� �o�� ° r �w �� v� �� �[o � r –��`�=-� ��:� p ����'6 � � C,.�- "i"^^° -..a.. ""'Tv- k n e Contact Name: �;�1�° ;� /e��,�°s�a���,,,.1,°y; �lod` y� �..�La` -f'« - / y .-, •, •� z .� �- � ' (use additional sheet if necessa Contact Phone : _J�',�, :��ac�_ � ��� " -, `_ _ . ' Cd'� _ ��<� � <� rY) /� .�- M p .l � ` � / . .. .. .. . . ( E-Mail �s� , •, ��=��,.,�:-,,;f� �,��a��f�, �� ' Detailed Location of Work: � "°' �1 � � � � � � /3�4T{�t, � a �� � 1f�y �9 0 � Town of Vail Contractor Registration No . : :._a� � �.� ��i �°A ��a� q �� t m � � � � ��`� _ ' . '" �.� �..� � t7aes a Fire A,I� rm �xist? Yes ( h1� ( ) _ , � ,�,.. <� , Cn trac4or Signature ( required) �°-= �oes � � prinkler �ystem Exis�? Ye� No ( ) � roperty Information UVork Class : Parcei #: `�� � � / ,� � ,� (For parcel #, contact Eagle County Assessors Office at 970-328-8640 or ' New O Addltion O RemodEl O Repair O visit www.eaglecouty.us/patie) Retro-Flt Other ( ) Tenant Name : 'Type of � uilding : Owner Name : �b �, � � �� `� � Single- Family ( ) Duplex { ) Multi- Family ( ) ' Commerci�) Restaurant ( ) Other ( ) Complete Valuation for Fire Sprinkier Permit: ' Fire Sprinkler $ : ,�; �/��3�? g'�'c°�`°'°'� bate Received : � l �� _ ...: _..T ,-� � "- � ; � � j '- � 1 i sI ; 1 , � ,,i ,� ; LJ� : , � , � � i ; i : ,� I � �t !. j ; Yi , e ; I � i1 ' � ir' i {;� I I ' 1 '..,�/ J � J �-1 ..c � � EYj �Sa�� � P 9 �. �if � '� �� : .�.� , _ �.. � .. _ ":. . , . Apr-09 �� � � IILi - - - - � � i 1 Western States , � 1 I'ire Protection Co. �urt�� .L�iued a�sd �nc�''-e�cf� Material Submittal And Hydraulic Claculations For Chateau Christian Unit 310 35C Hanson RancB Road Vail, CO 81658 '��;^l�l if d�� ���A�TMtN� Prpured by: Approved as Subm!lted Q� ��m Sleams A Project Manager �proved as Noted ❑ �Y: �'�� Western Smtes Fire Protccnan Ca. r��:����.7 G� _ 702C S. Tucson Way �a�g / /� � Cenlen�iel, CO 80112 '—' (303) 79&0022 fax� (}03) 792AUd9 Lmeil:joasteams(nhvsfp.us WSPP7l CSOi81 July G, 2009 a ' ��p � HydraulicSummary �oi� N��m����. csosoi 3� �� Reporl Desaiptlo¢ Ordlnary Gmup II Ja� C50561 �JOn S�eams Cheteau GhnsNan Unll 310 �032��. ����������•�.����� 366 Hanson Rench Road I � Vail � Gha�oau CHdsllan ��Vail IyCO �816v0 �CCLInit310.catl S stein Remole Area(s) � 6b16Facto� 26A� et 21_558 ManuallyCalr,ulated .m100,,,��..vm..,. n.�� _ _ A,�x�nnmo.o„ .�,�..im.s„,nb _ _ - rv .a�,i....N� ,_�....�o Node Flow m I 4 � N� � ow..�.w�..P,....,.ra,r«mo�.�,.,i.iM,a... ra�o,�r�.m��.,�.. W(�'fF.R�' 6TAir.a i'6�2: Nr:Ull:.,, ,.:i . ;:l ' 7�{On!4BA� CAM1;�J.EY,Ck7 � �� PFlOiF.�.,TN,1PlAaEN � NIO:IIItl7Nr.e � qUl'tlMAI'IC 9�'iUNV;I �.F. LL•V&l I I I�9� :µt00.00••m, . II IV � �� ' . � . sY�.m a� .a w,.w o�n��,aau..,�ow o,.xb.,.x.� � 111]4 �� r2� 1�]4 .,.u.�,i.�„oi.�..,o, � . x ..��m,.,r,.�� 0.000 I . _ _ Cv?BI7��". _ _ d.� ^�.�19�99�be�ween ootles 21 ancl23 �1 . 2�66 Delween notles 1 and 2 i .� ��r, w��m�urmww� 6L209a1�w - suno��es liose Flow Static i Resitlual @ f-low � AvailaGle @ T tal Damand Required Sa�ery Maryin Notle ( m) � �si ( ai) ( m ( sl) --�(pm) (pap �VSi) i ioaoo iaa.aoo ias.aoo � isiz.ao iozsav z� i.�a sz.o�e � ,,.oao Conhactor i �CS0681 � Jon Sleams PM � WESTERN STATES FIR6 PHOTF_CTION CO. �303-�9&0022 � 139 ]0265TUCSOnWay i 303-I9290h9 � . .- — ,����,«.� e...� jonsteams@wsfp.us � Centennial I �CO � �80112 ���� � L, OOM.6P.CAD, Inc. �j�JAUtoSPRINK� VR5v5.1.32 0%I�p12409 7:45'.35AM Pac�e1 �r€,� � � � aG�� �'� � � � � � y}� � p`� �f (,� tf[ p� � � � � g1/� �g� Job Number: CS0581 :.1� � �:�� Report Description : Ordinary Group II �, Actual Flow Minimum Flow K-Factor f�ressure Device m ! m I K si < ;� Sprinkler 103 ; 26.00 � _ 26 . 00 � 5 . 6 � 21 . 556 i �_ - — -- - - Sprinkler 102 '� . 28. 80 . f 26 . 00 5 8 � 24 . 656_ i _ I -- — -- — — — — Sprinider 101 � 26 . 74 26.00 5.8 I 21 .258 � — — -- _ _ _ _ _ _ _ Sprinkler 104 ! 30.20 � 26. 00 5. 6 � _ 29.087 I j ' � � Most Demanding Sprinkler Data L, O M . E. P . CAD , Inc. �;�� AutoSPRINKO VR5 v5. 1 . 32 07/07/2009 7:45:35AM Page 2 ;(� g �� ��4�� � �C� 2 �t'1 � � �51 � Job Number: CS0581 � �� '�� Report Description : Ordinary Group II Node , Elevation Foot � Fittin s I Pressure si I Dischar e m ; _ 2 � - -- 0'-4 , BFP _ 51 _918 I _ -- - - -- - _ --- 6 7 - 10 E 4 11 /z _ _ _ 47 .225 i _ _ -- - - 10� - 7'- 10 � E(2 -6) '? -- - 1 _ 42 .406 ' _ _ -- - — �- - - - 18 � 7`- 10 � T 2 0 , Tr 1 ' 0) 32 .460 _ _ �_� ' _ _ 21 7'-10 � T(3'-0) , Tr( 1 '-0) __ ' ---- 30 . 128 -- -- . . - 7'-10 T(2' 0) , Tr(0'-6) ' 25. 236 - -- 23 i - - - _ -- --- - - — . _ -- -- 24 � 7'- 10 T(2'-0) , Tr�O 6)__- - , .. 22749 . - - - - _ _ _ - --- 31 ; 7'- 10 _ T�2'-0� _ i__ 29 . 701 -- - - - - - 32 j 7'- 10 } T(3'-0) 30 . 000 - - -- --- _ - --- - 1 0'-4 i S . 52 . 079 . 111 .74 _ - - - -_ 103 7 3 � Spr(-21 ,556) I 21 . 556 26.00 - -- 102 7'-� Spr(_24. 656) - - _ . 24. 656 I 28. 80 . - - - _ - - � p ( _ _ - -_ -- --- __ - -_ _- - __ __ _ - -- - - -104 __ _7'-3 ' Spr(-29. 088) _ _- -- -- -- . . _ 29.08$ i - 30.20 I -- --- --- __ � O M . E . P.CAD, Inc. !;�� AutoSPRINKO VR5 v5. 1 . 32 07/07/2009 7:45: 36AM Page 3 �� _.. �� ���� � y�# r� � E � � �h � � ��r � Job Number: CS0581 ,� �.E Repnrt Description : Ordinary Group II Pipe Type DiameYer Flow Velocity _ _ H1NC ___ Friction Loss ' Length I Pressure -- . . --- - ---- --- - - -- Downstream Elevation Discharge 4C-Factor F�t B�n Fittings Eq. Length � Summary Upstream 7o4a1 Length � � • • • eBRoute1 � maOO BL_ ____ 1 . 0550 -------- Q=26.00 --- 9. 54 - ------- C° 150 ___ O.p �6091 _ --) ------ -- 4'-7i f'f 1 .441 103 7'-3 q=26 . 00 K-5.6 21 .556 S r -21 . 556 6'-0� Pe -0 .248 24 7'-10 22 . 749 2E(2'-0) , T(2'-0) 10'-7! Pv BL 1 .0550 Q-5274 19_36 _ _ C= 150 0 . 503637 : 4'-5' Pf 2.487 _ ---- _ - - - - - - 24 7'-10 . 22 . 749 ' 0'-6� F�e 23 7'- 10 25.236 Tr(0'-6) I 4'-11I Pv B23 - - 7'1010 _ Q=81_. 54 19.99 - 5.236 - -- 0.421901 8�_7�i Pf 4.893 - - - _ I F'e 21 7'- 10 30. 128 T(3'-0) 11 '-71 Pv CM _ 1 , 5270 Q= 111 . 74__ __ __ __ _ 19. 58_ C= 150 0.333646 _ _ _ ___ 6'-0'� Pf 2 .332 21 7'-10 30 . 128 1 '-OI Pe 18 7'-10 32 .460 Tr(1 '-0) � 7'-0, Pv CM 1 .5270 Q= 111 _74 _ _ _ _ _ 19. 58 C= 150 0 . 333646 I 23'-9'/�! Pf 9 . 946 _- _ _- _ . 18 7'- 10 32 .460 ; 6'-0; Pe 10 7'- 10 42 .406 Tr( 1 '-0) , 2 �(2'-6) � 29'-9Y2 Pv CM 1, 6820_ Q= 111 .74 _-_-- 16_13 C= 120_ 0, 314842_ _. _- : 2'-11j Pf 4. 819 10 7'-10 42.406 I 12'-4'h� Pe 6 7'-10 47.225 BV(7'-5) , E (4'- 11 '/2) i 15'-3'/2� Pv CM 2.4950 Q= 111 . 74 7 .33 C= 150 0.030539 � 35'-11 '/2 Pf 1 .449 --- --- _ _ _--- - - - . - --- 6 7'-10 47 .225 11 '-6 Pe 3.244 2 0'-4 51 .918 T(6'-0) , Tr(1 '-6) , E (4'-0) , BFP 47'-5'/� Pv UG _._ ____ __ 4.2200 _ Q=1_ 11 .74 _ _ _ _ __ 2 . 56 _ C= 140 0 . 002684 _ _ _ _ 60'-0' Pf 0 . 161 2 0'-4 51 . 918 Pe 1 0'-4 52 . 079 S I 60'-0, Pv � • a • > aRoute2O000e BL 1 . 0550 Q=26.74 9. 81 C= 150 0. 143362 7'-2� Pf 1 .671 101 7'-5 q =26. 74 K=5 . 8 21 .258 Spr(-21 . 258) ; 4'-6� Pe -0. 181 24 7'-10 22.749 2E(2'-0) , Tr(0'-6) I 11 '-8; Pv � � � • > aRoute3 • • � • • BL _ _ 1 . 0550 q_28.80 10 . 57 __ C= 150_ ___ ___ _O;p�4437 ____,_ _ _ 0'-7i Pf 0 . 756 102 7'-5 28 . 80 K-5.8 24 . 656 S r -24.656) 4'-OI Pe -0 . 176 23 7'-10 25. 236 E(2'-0) , T(2'-0) 4'-7 Pv � o s a o a R�ute (� e s a o e BL 1 .0550 Q=30 .20 11 .08 _______ C= 150 0. 179555 _ 0'-9'h� Pf 0.862 104 . -_ 7'-3 q =30.20 . K=5. 6 29. 087 Spr(-29. 087) . -, 4'-0 Pe -0 .248 31 7'- 10 29.701 E(2'-0) , T(2'-0) � 4'-9'/z! Pv BL 1 .2910___ ____ Q=30.20 7.40 C= 150_ 0.067178 ; 1 '-5'/� Pf 0 .300 _ _ - 31 7'-10 29.701 ' 3'-0' Pe 32 7'-10 30.000 T(3'-0) 4'-5'/ZI, Pv CM _-- 1 . 5270 Q=30 20 _ ._ 5.29 _C_150 _ __ __-__- - __ 0_029658____ _--- � 3'-4�I Pf 0 . 128 -- 32 7'-10 30 . 000 1 '-0 6�e 21 7'-10 30 . 128 Tr(1 '-0) � 4'-4I, Pv Equivalent Pipe Lengths 'of Valves and Fittings (G-120 only) C Value Multiplier - -- --- Actual Inside Diameter 4 a� Value Of C 100 130 140 150 = Factor ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0 . 713 1 16 1 . 33 1 . 51 M O M . E . P.CAD, Inc. �:;�� AutoSPRINKO VR5 v5. 1 . 32 07/07/2009 7 :45 : 37AM Page 4 �� �� � ,°�..° ����� ��C� 1°c°� U � l � �.11 � f �/�1 � Job Number: CS0581 � � � Report Description : Ordinary Group II Pipe Type _ _____ Diameter Flow _ ________ Velocity ___NWC _ _ _ Friction I�oss Length Pressure _ -_-- Downstream Elevation Discharge K-Factor Pt Pn FitYings Eq . Length � ummary Upstream 7otal Length Pipe Type ( Legend Units`Legend ' Fittings Legend AO Arm-Over DiameYer Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV 13utterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Ee1 11 '/4 Elbow Ee2 22'/2° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check VaNe Spr Sprinkler St Strainer 7 Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [hiv O M . E . P . CAD , lnc. �;�� AutoSPRINKO VR5 v5. 1 . 32 07/07/2009 7:45: 37AM Page 5 ���� � � � �� � � �C� f � l.B � w � � C�� h Job Number: CS0581 �� � � Report Descri tion : Ordinar Group II U � � � 1 150 135 - 120 Static Pressure 108.000 1512.00 106.OQ0 105 Static Pressure 97.200 (90%) 1512.00 @ 95 400 (90%) 90 �N Q � 75 � � � � 60 - 211 .74 with hose streams 111 .74 @ 52.079 45 30 S stem demand curve 15 0 Q200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hytlraulic Graph Supply at Node 1 _ _ _ -- ---- ._ _ _ _ __ Slalic Pressure � � � 108 . 000 _ _ _ - - _ -- - � Resitlual Pressure 1512.00 @ 106 . 000 _ __. ._ __ __ - Available PressureTime ofTes� 107 . 947 @ 211 . 74 __ _ ___ — - _- _ Syslem Demand 111 .74 @ 52 . 079 Syslem Demand (Including HoseAllowance) � ��� 211 .74 @ 52 . 079 [M, O M . E . P.CAD , Inc. ;��' AutoSPRINKO VR5 v5. 1 . 32 07/07/2009 7 :45 : 37AM Page 6 �,�� � � � � ,� � , �� p � � � r� � ��°� p � � �� � Job Number: CS0581 ? � � � Re ort Descri tion : Ordinar Group II �����o �e;, . . � . ..,.. , . / .,�... . . ._�,���.. . . � �. . � - ,,. ..., . . . �,..,,..,.�... I �a,:ccn ,:o �„r 9AE9AMA1l6CREl'l o m.v. � _�. ;::�. . :: �a = = _ = ° _ _ _ = = ° � _ — — -- - - - - - - _ _ - � , — :.. ap p �.. _<:, - - - - - - - - - z � _,�.. i" � � i_. � io �„� :�o.�r — Cuut�eMlu Nllil J6' H�P � l � � f w � � � �/ �Q ' � l'• �iria yl / � 1 � ii _ . i �.,,,, �— 703 , .. �.....,... - ., = � e a� D . ��,ra�, x�� . *;��::d��° �_,,:.. `° � - --- -- �o Dn Dn io+ 27 23 24 - - n ioz 32 � � �„,,.�,,,,,e [M, O M . E . 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STEARNS I HYDRAULIC SYSTEM °^TE o��0��09 � � o < a 111 I I This building is protected FIRE SPRINKLER PILAN � , b a H draulicall Desi ned "�':A1C d-�� 6t ��1=�A�� MLNi s°"`�","��- „°° Automatic Sprinhler System . SC.4�E : � �a" = 1 '-o ApprovedasSubmitled � �Approved as Noted � Location UNIT 310 BY — ritle: _ �'�' :�.�,7 cl „ ��r -� - nam:-- -��=' �— — C -a e� � No . of Sprinklers 4 � �° � •� o � �, Basis of Design .b M � �O U ,_, ct °° 1 . DENSITY 0. 10 GPM% SQ FT. I ��� � •^� � O WATER FLOW DATA � I ee 2 DFSIGNED AREA OF I MANUAL If +�+ � c�'d' '� oiG�HARGE STATIC PRESSURE 108 PS� TOW�� ` � x > � Systein Demand RESIDUAL PRESSURE 106 PSI V � t . GPM DISCHARGE 211. 7J GPM FLOW 1512 t3PM "' � WATER FLOW TEST WAS PERFORMED BY TON1N OF VAIL rVE.97efit� 5 ,�. , _: rc+cn,.,,�_ , . 2. RESIDUAL PRESSURE AT I ih��:� �+. canv,�; ceT 52.079 PSI FIRE DEPARTMENT ON 12/14l2005. HiC��i iaie.=>"� �' THE BASE OF THE RISER i qtJfqAA71C SNFINIiLER. LEVEL I I I �, d !UL �) 7 2009 _ - �-�— � i00 GPM ADDITIONAL HOSE STREAM - ALLOWANCE HEQ'D C+i,ma� Ote: CONTRACT N U M BE R - .F� - _-- - -" CS0581 �� � cc u��t 3io caa / � NORTI] / _ ;; '�,, T' P-� 1 �' '