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HomeMy WebLinkAboutF08-0004.pdf APPLICATION WIII NOT BE ACCEPTED IF INCOMPLETE OR UNSI !�B y�_ G�p 7�. �� Projed #: K -1 � J �(1\�� � M � � Building Permit #: ' �� 7- ? 3 � `�j`� Sptinkler Permit #: �WNOFVAII. , TOWN OF VAIL FIRE SP NKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 5. Frontage Rd. must include the following. Permit application will not be accepted Vail, Colorado 81657 without this information: • A Colorado Registered Enginee�'s stamp or N.I.C.E.T. Level III (min) / stamp. � : Equipment cut sheets of materials. Z�� Hydraulic caladations. � � • A State of Colorado Plan Registration form. • Plans must be submitted hy a Registered Fire Protection Contractor. CON7RAC'TOR INPORMATTON Fire Spijnkler Conhact�r. Town of Va I R No.• Contnct and Phoae #'s: �; ilr � '�,. 5 �; .� � / _ � �" �x} " .��t��:.. � �`('�) �,��r'-C> 7�'� � E-MailAddreu: , s.� r �—��rep ^ �y c.l5 "s-' <. a� c �—> ConCracfor Signature: � � / „�'/r� [� ic�_� <-f COMPLEfE VALUATIONS FOR LARM PERMIT (Labor & Materials) Flre Sprinkler, $ �'�) j)-��, — �ConUd Ea /e Loun Assessors Office at 970-318-B640 or visit �wvw.ea leroun ,us fo� Parcel # � Parcel # � -� p3f ;� �i �, 07 Job Naine: '� � � ]ob Address: / �� � ���� � .e✓'� : ....��� e � ° 5 � 1l �lJ �< sn �s.✓' Legal UescdpYion Lot: �' 61ock Flling: Subdivlsion: Owners Name: � �� ' �� ti Addresr. � � 'r(� .,� r�e'� Uer .Um,. -� Phone: ha, En9ineer. U Address: Phone: Detailed Locacion of work; (I,e., floor,% u iit u , bldg.In} }/ "V- �1�/h'c� � E^ m{ l �etalled description uf work: /� U 1 � � / -4� � v�P 5 )✓ � .. ( -.,.: ; i!:: i� �. �i �� —' � � � -�' ��� Work Oass: New O Addition O Remodel Sy� Repair O Retro-fit O Other O Type of Bldg.: Single-family O Two-family F� Multhfamily O C�mmerdai O Restaurant O Other O No. oF G�i5tin9 Dwelling Units In fhis butldin9: ) No. of Ar.mmmotlation Units in this building: � I Does a Ftre Alarm Exis[: Yes O No (,�Q Uaes a Fire Sprinkler System Exist: Yes O No (R)� .xx>�x:u .� +I�,�:qiFa suro��N'ksWaa a x�s+aFOR OFF O + x�ex• � ��� h�'�1.�""{�'��`��`��` I��, _ �� ,, ,,� i < :;un�n�u�a ❑ II L • . � . � . ,� +,,�s,�l as Nolb I� �I �I.�.-�_ '''��G'i1Y 1a�G�/1�O1 TOWN OF VAIL itl�i:���r. lk1,5p��T��� ��C- � `!'7 P:y:tle�lfORMS�PerRil6\Fre�spnnkleryen�i 10-19�06.�OC p� {_� yp ��q�;� v f1Jj �1GO � �0/t4(Z006 CASTLE FIRE P.O. BOX 3878 AVON, CO 8� 620 970-688-0789 I, l-,. ���� N Myv�' �Nt t����Q ����pl� I� R�� 14Ns �` I�� � �u�pt BM �r� � �� �'��� flI�E DE[��RTA�j qpproved �s Su�m�tted 0 qpp vea as Notad �1 � \ � , f� _, ,. _ ,, N J � r I G�' CrnR S 7 � FE� LAtig`L�r,.� ,�r�'—�� OMa� �- 1.``�; . r_;�;r; -( i BERINGAUSE RESIDENCE 1190 #A CASOLAR DOELNORTE DR. VAIL, CO 81657 D r ��; � II \� �= D JAN �� Q 2008 I� TOWN OF VAIL BERING . TXT SPRINI< LER SYSTEM HYDRAULIC ANALYSZS Page 3 Datee 01/ 24/08 JOB TITLEe BERINGAUSE PIPE DATA ( cont . ) PIPE TAG Q ( GPM) DTA ( IN ) LENGTH PRESS . END ELEV , NOZe PT DISC . VEL ( FPS ) HW ( C ) ( FT) SUMa NODES ( FT) ( f<) ( PSI ) (GPM) � eL . / FT ( PST ) Pipee 14 FIXED PRESSURE LOSS DEVICE �� 2 . 0 Os0 83 . 0 0 . 0 13 . 5 psi , 5707 gpm 17 2a0 0 . 0 69 . 5 Qa0 P � peo 15 - 5707 � � 009 PL 1 , 00 PF 0 , � 1� 200 0 , 0 � 3 ° 0 Oo0 5a8 150 FTG � P � 0 , 4 19 1el Ow0 $ 3a6 0 . 0 O ° 026 T � 8 . 56 Pv 0 . 2 Pipee 16 FTXED PRESSURE LOSS DEVICE 20 1 , 1 0 . 0 87 . 6 0 . 0 4s0 psi , 57 , 7 gpm 19 1 . 1 0 . 0 � 3 . 6 ODO Pipeo 17 - S7o7 20009 � L 2 . 00 PF Oe2 20 1 . 1 0 . 0 87a6 0 . 0 5 , 8 150 FTG E PE 0 . 2 21 0 . 7 0a0 88 . 0 Oa0 0 . 026 T � 9 , 56 Pv 0 . 2 Pipe : 18 - 57 . 7 2 . 009 P � 4 . 00 PF 0 , 3 21 0 , 7 0 , 0 88 . 0 0 . 0 5 . 8 150 FTG E PE 0 . 3 22 0 , 0 0 . 0 88 . 6 0 . 0 0 . 026 TL 11 . 56 Pv Oe2 Pipee 19 - 57 . 7 2 . 009 PL 75 . 00 PF 2 , 6 22 0 . 0 0 . 0 � 8a6 0 . 0 5 . 8 150 FTG ETG PE 0 . 0 23 0 . 0 SRCE 91 . 1 ( N /A) 0 . 026 TL 99 . 18 Pv 0 . 2 Pipea 20 - 14 . 0 1 . 055 PL 4 . 08 PF 0 . 6 2 22 . 2 4e3 1006 14s0 5 . 1 150 FTG ET PE 0 , 2 6 22 . 7 0 . 0 11 . 0 0 . 0 0 , 043 TL 14e66 PV 0 , 2 Pipee 21 - 13 . 0 1 . 055 P � 4 , 08 PF 0 , 6 3 29 , � � , 3 9a1 13 , 0 4 , 8 150 FTG ET PE Oe2 7 30 . 2 0 . 0 9 . 5 Q . 0 0 . 038 TL 14 . 66 Pv 0 . 2 Pipea 22 - 16 . 2 1 . 055 PL 4 . 08 P � 0 . � 4 28 . 9 4 , 3 1� . 2 16 . 2 6a0 150 FTG ET PE 0 , 2 10 29 . 4 0 , 0 14 , � O ° 0 0 . 057 T � 14 . 66 Pv 0 . 2 NOTESo ( 1) Calcula� ions were performed by the H� SS 5 . 7v0 computer program under license no . 416J187 granted by HRS Systems , Inc , 2193 Ranchwood Dr , , NeEo �tlan � a , GA 30345 ( 2 ) The system has been balanced to provide an average imbalance at each node of 0a003 gpm and a maximum � mbalance at any node of 0 . 060 gpm , ( 3 ) velocity pr � ssures are printed for informatian only , and are not used in balancing the systemo Maximum water velocity is 21 , 2 f� / sec at pipe 8 , Page 3 BERING . TXT SPRINf< LER SYSTEM HYDRAULIC ANALYSIS Page 4 Date : 01/ 24/ 08 JOB TITLE : BERINGAUSE ( 4 ) PIPE FITTTNGS TABLE Pipe 1-able Namee STANDARD . PTP P�GEe A MATERIALa 54Q NWCo 120 piameter cquivalent Fitting � eng � hs in Feet ( i n ) E T L C � G A D � 11 Tee � ng � ll Chkvlv efyvlv Gatvlv ,4lmchl< � PVIv �age 4 BERING , TXT SPRINI< LER SYSTEM HYDRAULIC ANALYSIS Page 5 Date : 01/ 24/ 08 JOB TITLE : BERINGAUSE WATER SUPPLY CURVE 1$ 0+ I I I 165 + I I I 15 0-+- I o\ \ \\\ \ \ \ \ \ 135 -e- \ \ \ \ \ \\ \ \ \ \ \\ \\ \ \ \\ \\ \ \\ \ \ \\ \ \\ \ \ I �,� 127 , 0 psi @ 1610 gpm - > �'� I �° 1 ow Tes �t Poi nt P120+ S i 10% SAFETY MARGIN 5105 + u � R � E � 90x P I s I � ��... I 75a- SYSTEM DEMAND ) � � � 60-r I I I 45 + I I I =___=====m�����=��--�-������__ 30+ � �.G � �v � " I " � x = Required water Supply " � 91 , 15 psi @ 57a7 gpm " 15 -�- " � 0 = �vailable Water Supply " i143 . 96 psi @ 57 . 7 gpm " 0-�-+ - �- - - - + - - - - + _ _ _ - _ + - _ - - _ _ _� - - _ _ _ � - - + - - - - - _ _ _ _F _ _ _ _ _ _ _ _ _ + - - - - - - - - - - - �- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Page 5 ;ie DESCR�PiION � O FmuPix��uw�e�aru � ` LJ � AL� �t L ��� � ASNOTED yr � l' rl $ $IIBJECTiL` FP.EF1iNG PIPE TVPES ANO INSIDE DIAMETERS e i i Fl � C�PONS R I� THE OWNER'S PIPETYPE 3/4' 1" 1�1{ i4( 7' 2.' 3• 4" 5" 6" 8` C� , - N 181L�iY1'OPRfIVI�[ HEPT COPPERTVPEM 08'11 tA55 1291 1 .527 2.009 2.495 2.981 3.935 - - - Eq` . ( / I hOUiWETPIPESPRIN1�lEft GENERAL NOTES t � CcaeEawcame �BVOiHEFS7 an cxcezesauriox wwwo Ea AN�MENGLOSURESFOR COPPERTUBEHANGERSPACINGOVER100PSI z. ruNioN � .o. µ.�.FaE� -��� oa.cv� � . , �� ^ u=�u�EUNOOT�RTwESOF 3 ]' WIIKIN5500HRf. rC �+JSaNNK�ERSiNLL A- I ON nIIIN Wdl'FP. SIJf�PI.IE$ TO IPESIZE BETWEENHANGERS TOEN� OFLWE ARM-OVERLENGTH. M . . a. WPaLYGnUGE(aoOPSq �H�.�.i; �� :-.., yyp 'SI' �IIF tP "6E1S _ - - -- �IYi{.,.c. 5. t%'WILNINSB>5%LREDUCE� PRESSUREBACKPtOWWINIRGAP �RA1NA55'T 6. T-TAPFLOWSWITCH (WIRMGBYOiHER9 Srl!F . `.!.i A1 va^ a�-o� �ssa� o�-s^ �ssuia-o� issa� o�-s° �ssu� r-o� 'I . THISSYSTEMISDESIGNEDTOCOMPLYWITH �iLJFPAI3R - .A,NDOTHERAPPLICABLESTANDAR0.S, ANDTOBEAPPROVEDBYTHE I1' TESiIDRAIrvVALVEW/3R' ORIFIGEFORTEffi �J � T' B'-0" fSSP) 0'-6 �SSU13'-0" �ssa� o-s° cssui � -o^ LOCAL AHJ PRIOR TO COMMENCEMENT OF FABRICAfi AND INSTALLATION . e. ,•swuac �HecK�n�ve 9 I%' BUiiERBALNALVEWITAAApE0. 5✓JITCH M1NIRINGOVOiHER51 SFKR � :_. 41 1-" 10'�0" ($SP) 0'�6' ISSU� 4'-0" ISSP� O'-6" (SSU� 1'-0" �D. SYSTEMGAUGE (ao0P5p r° io�-u^ �ssa� a�-e^ �ssu� s-o^ issP� o•-s° �ssu� r-o^ 2. THIS CONTRACT IS TO BEGIN FROM A LEVEL FIRELINE PIPE OFTHE TYPE AND SIZE NOTED, INSTALLED BY OTHERS. . . ' , � rz: 'cioeevnivME'roen�iwr�iiuERw�TR���m" � ('J' ��%m� r := v-Na 2" 1YA" (6SP) 0'-b" (53U) 5'-d' �SSP) 0'-6' (SSU) 1'-0" '� , i3sanxenenoeox�e� n�SCUP��� C'�� RESI�ENTIAL � 1a 1'F.' SWINGCHECRVPNE z�^ iz-o^ cssv� o�-c° cssu� s�-o^ issP� o•-s° tssu� r-o° 3. ALLOUTSIDEUNDERGROUNDWORKANDFLUSHINGOFPIPINGISTOBYBYOTHERCONTR.4CTOR5. � . +s. v.• e,u� oa�rw�ram �'1 18. 1•h'SINGIE FIRE DEPT. CONNECTION W/GAP 6 ESG. 3" 12'-0" BSP) 0'-6" (SSV) 5'-0" ISSP) 0'-6" (SSU) 1'-0" � ,Y � - P C - L i - � � - - 4. ALL MATERIALS, DEVICES AND HANGERS USED ON THIS PROJECT TO BE UL LISTED AND/0R FM APPROVED FOR USE IN FIRE SYSTEMS. �� i;� U °' U �j U � "� _ -� � • 1] ' .�, �T e . J ... , , � ,,: = o - " � 5. SEE ATTACHED 'EQUIPMENT DATA SUBMIITAL' FOR ALL APPLICABLE MATERIALS AND EQUIPMENT USED IN THIS PROJECT. ' =_v.? o �� �j� o o �� ' x -� ' ' w� $ � o RPe SraP O c! � �J �-, . � � m ` � ° � m w e Rio'oanc 6. ALL PIPING IS TYPE M COPPER, AND USE LISTED CAPPER FITTINGS. - �s ' ry `� +_ �' �� " LL `: � � - - TEEOREIBOW �� _nI � �� � x 4 V G � y � �° :. kr I i � � Wmau� SVRINNLER L I . � � � � . IL ' �1 I LL � L LL 7 � ,�,�,s�,� �E,�� 7. UNLESS NOTED OTHERWISE ON PLAN, ALL PIPE CUT DIMENSIONS ARE CENTER TO CENTER. , �, p - � � �. / r� l � cEwrx3 Q 7 �� O `. �c x L n x COVEHPLATEP55[F18LY �C7B' "'Sa � � X �5J 8. qNY AND ALL PAINTING OR PAINT PREPARATION OF PIPING TO BE BY OTHERS. : _� �° � � O * � � Q P RELIABLE RFC-43 CONC SPRINKLER 'o$ / / i / i � / / / / / ! � / . �.. � � t�, i i i i i i � � � i �� � i i i ; 9. PIPE HANGERS SHALL COMPLY WITH� NFPA 13R �OD7 STANDARDS w � ' � `� � i i i i x i i i i i i i i : i i � -- �-- - � - _ �-n .- ,? � �� 1 - "� �: ` -������� 10.SPRWKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPR l3� - 2�U9 YHEIR LISTINGS AND PER THE LOCALAHJ. � � - � E ' �� ; � w a ' = - � �� •� ,��"''` � �� FIRE SYSTEM RISER - - a s � ° ` � 11 .THE OWNER SHAIL MAINTAIN A CLEAR 18" BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTHER OBSTRUCTIONS. 1 ' `� ' n � ` '. , S o z ' a _ _ � -,ve F P-1 � P�T`" � � c a n w w 2 r 12.ANY AND ALL ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY IS TO BE BY OTHERS. � . - ��� �f� �� v�n E"'' ' c E , , � � w y , s a � � � PiPeSiraC ' �Kr"' `IjS1i. . U` � n y r. . v� r w '< " ° n 13.THE FIRE PROTECTION CONTRACTOR SHALL NOT BE HELD RESPONSIBLE SHOULD 7HE NOTEO FIOW TEST VALUES NOT BE SUPPLIED qv.a�f' C'�" J °� J s � � ` � ` ATTHE POINT OF CONNECTION NOW OR IN THE FUTURE DUE TO THE POSSIBILITYOF DETERIORATING WATER SUPPLIES. - " S 1�F�' ¢ "' "� o �a�,.,�ra.,,r � �n�ST�� (=i.-C� � u 3 " c � � � ' � /� 14JF FIELD CONDITIONS RESULT IN A CHANGE TO THE SHOP DRAWING INSTALLATION IN ANY WAY, CONTACT THE PROJECT ENGINEER TO a ° v ' �- �^ � � � � � � VERIFY PROPOSED CHANGES ARE COMPLIANT WITH NFPA 13R - 2W7�,ND PER HYDRAULIC DESIGN. : � �' ' u, ° � ;. w ' w \ \ � � . -_„r.- .,. u � a o ° � = a .� p � � � � ��m.s..o �. . - _ . °� ', �� � � u = a� � � SPECIALLY LISTED MATERIALS --� � � ,� 2 � ";r; > - E OO � THE FOLLOWING SPECIALLY LISTED MATERIALS AND DEVICES WILL BE USED ON THIS PROJECT: n � �\- W`""`1ftlBein RELIABLE MODEL "RFC-43" QUICK RESPONSE, EXTENDED COVERAGE RESIDENTIAL SPRINKLER. THE SPRINKLER PIPE ON THIS PROJECT +� i+ +�+ ;� �+ �7 � HAS BEEN HYDRAULICALLY SIZED TO ALLOW THIS SPRINKLER TO COVER A MAXIMUM AREA OF 15X 16' WITH A MAXIMUM DISTANCE FROM `'°�� -=�. � ADJACENT WALLS OF 8'. MINIMUM SPACWG BETWEEN THESE SPRINKLERS IS 8'. % � �`� f �� n � P�oestrev BERINGAUSE �� p � � ` - � v ' F ' Q � > � LLl _ __ _Fiow ,FSr suMMnar Remote Area: 2nd Floor � � � t .� ' ` : > e _1 v°°'9�- TESTOATE-. �/171Y007 � CH�CULAIJWDESIGYCRITERIA ��. '0. `, .� � Y, � � Y i i �. WIJEBV: CASTLEfIPE =rn�uonrz NFPA #73R - 2D07 . -Z"L' �ro '� 5 i , ., z wooes.i..nnna� STATIC PRESSURE: 155 PSI :;:cvcuar,�y cu�L � � RESIDUAL PRESSURE: I37 P51 - �*a°^'�^ ��q � ., _ - � � � i / � / / FLOWGALLOHRGE: V030PM M''xu+vtrwc;en.nwo 256 _ ri � � W �.' �_ � � � / / : / / / REO. STATIC PRESSURE' t46 PSI ue5i*r .10 oau� vrm, 4 HEADS c � W ! / / / / / i ftEO. RESIWAt PNESSURE: f2] PSI .r,�rt�nniea RELIABLE RFG43 RED. FLOWGALLONAGE'. 1810GPM pninC[ 12" n= d.3 '- !° �^' �� � �� � �n� a, IXRLEfSIZE: T/.' �n � . ° m WPTERFIJW WFOqAKiIGN' - � w Y OUILEfGFAC: 0.80 sinri�_iQ4 nsi Oz W yr,. x z en�rsi�aa. � J � nciow.� 127 n� _ - - _ _ ' G e .Ew`�r'vmcerimn _ _ F_av _1610 _ ce� �-� . _ - _ _ . vm � _ � �' % � ,�rraseorase�. se.onaew�rtes .. y 57.7 cvu� 91 . 1 vsi Z �- Q - � � - � �,. � , U - � z o,� o� �.�, � - - 144.0 PSI - 97 .1 PSI = 52.9 PSI (36.7% SAFEfY MARGIN) � � (n SINGLE 1`/." F.0.C. � C7 f. P� L D E t. r . - � � . �� _ . . ... . - " G N � rmr.rx �f � � ii A L � L C f: e il � �. �. . .: � /� HORWSTROBE - - - - - �oox �c�i ' � � z �, - � � �oa` e �' L t.0 o e � . . . . . _: � � _ .. I _ _ . . �. - _ , � . �, w � � c'� `=a .33/. ' I90'-6!n . , N �'(•x '. i � , f �o = 2 � - � ' - � :._� -� � . � � ir ` zA . _ � M1 � � O rCOi - - �� - - 9 i..� � x . � rn � pppN � rn , � � � , . . . , _ . ' g 3 ' - i . - � � �'_1 Q : � •-�1.� . . ,� . � 3 3 . .. . . . . . 9 5 _4 i o � I .., . . _ 3'-0 �'-0 . . ro � - � - WEST ELEVATION � � � �? z a � , � , ,� s _ °V , aQ�a , ! � �, ; . _ � a ;a`�� �� � � � _ ; I 7'-3 . . . _ . ir'-3 . `". . . .� . �� 10''8R ° 5''4 � � a'_10 . Fp_7 NTS q . . p , Q , .. � _ • 4 E - _ .� �. , . _ - . . . � 1 . � - �' � "'""' _'. � o L� � I � HSW lMOER DOOR _ r �� ' �� J l .=_ '.j i .� _ . 0 1'-10�' ��W � � • . � . 2 7 m �US '{�E �vlAia L'nl' � �T <<- . � "�•� >: � i BANi � O �$ � �,, - � I I fi � I � �r r STHtt1PED APPROJE� P�WaS Iry T i ",.°' # . + 49'bOtt' i� i �-� i I ?' 12 � ° . � !J i 14 � < �� Q 13 � � � ���c� � s 11 � � . . , � � � Fp� q 1 . 1 '/. i i v'. � 9'-2'�"+ � � p 5 5'-8 rT � �6 2h - .:1 -2'h , .. 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