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HomeMy WebLinkAboutF10-0058 application �' � � TOWN OF VAIL FIRE DEPARTMENT VAIL FIlZE DEPARTMENT � '; 75 S. FRONTAGE ROAD : VAIL, CO 81657 ' � ; 970-479-2135 � ; NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ' SPRINKLER PERMIT Permit #: F10-0058 ; Job Address: 416 VAIL VALLEY DR VAIL Status . . . : ISSUED � Location.....: LJNIT 14, RAMSHORN Applied . . : 08/26/2010 Parcel No...: 210108258032 Issued . . . 09/27/2010 Project No : Expires . .: ; ; OWNER ERIC & AUDREY ADJMI FAMILY L 08/26/2010 100 W 33RD STE 1105 NEW YORK 3 NY 10001 � � APPLICANT ALL STATE FIRE PROTECTION, I 08/26/2010 Phone: 303-288-3901 �, 6045 E 76TH #12 �> COMMERCE CITY � CO 80022 License: 370-5 � g CONTRACTOR ALL STATE FIRE PROTECTION, I 08/26/2010 Phone: 303-288-3901 6045 E 76TH #12 ' � COMMERCE CITY CO 80022 $: License: 370-5 'x Desciption: INTERIOR REMODEL, CONNECT TO SHEL SPRINKLER SYSTEM, PROVIDE � RESIDENTIAL SPRINKLER PROTECTION, LJNIT 14 ; Valuation: $9,921.00 E � +s�*********s*****ss�**************ss******►s***�**�s*r��e►++ss�**a* FEE S UMMARY +�a*�+*�s++s**s**s:*s***rtsr*s*s*s:s*s******s*►***ss****+ss** 3 c Mechanical--> $0.00 Restuarant Plan Review—> $o.oo Total Calculated Fees---> $853.64 ` a ` Plan Check---> $432.oo DRB Fee-------------------> ` $0.0 0 Additional Fees---------> $0.0 0 � ', Investigation-> $o.oo TOTAL FEES--------------> $653.64 Total Permit Fee----------> $853.64 � � '. Will Call---> $0.00 Payments-------------------> $853.64 - '�' BALANCE DUE---------> $0.00 � ###i#####if#*�F###�*ti#t#*##***#R###tt#*##R######*##t#4#�F##t#+�###t###*##if*#####f#f##*########M�F####i***#*i#*#+kt*#######t#t#f*##A�###�R############f � � Item: 05100 BUILDING DEPARTMENT �: � � Item: 05600 FIRE DEPARTMENT ` a 08/31/2010 mvaughan Action: AP plans stamped and sent to Mike Schirado, A. { fire ; protection. Spacing adjustments required on field inspections . ` CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ' Cond: 53 (FIRE 2007) Monitored fire sprinkler system required and shall comply with NFPA :' 13 (2007) and VFES Standards. ; ♦i#t##t##f!#4##M##tffiM�F**##�4t*fi#*###**ti***�*i*t*#*t*##�t###t##R####f###t#f##fi4####f�*i###*#######*#t###i***ittrti+kt**##►t►t#####t#i####�####i #.. DECLARATIONS � : � � t � � ' Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review : approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. f s ; REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE B TE PHONE AT 970-479-2252 ' FROM 8:00 AM-5 PM. � � SIGNA RE OF OWNER O C NTRACTOR FOR HIMSELF AND OWNER � ; � � � �: � � 3 � f � � F S: ¢ � ( 1; L � � � t i ************************************************************%k******************************* t TOWN OF VAIL, COLORADO Statement *****+�***r****************�*************�+***************************���***********+*+�+�** € :: Statement Number: R100001406 Amount: $853 .64 09/27/201002:18 PM Payment Method: Check Init: SAB Notation: 3000115 ALL STATE FIRE 3 Permit No: F10-0058 Type: SPRINKLER PERMIT Parcel No: 2101-082-5803-2 Site Address: 416 VAIL VALLEY DR VAIL � Location: UNIT 14, RAMSHORN Total Fees: $853 .64 This Payment: $853.64 Total ALL Pmts: $853 .64 Balance: $0.00 - ******************************+************************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ s BP 00100003111100 SPRINKLER PERMIT FEES 421.64 PF 00100003112300 PLAN CHECK FEES 432.00 e s � i i � s � f- k ��,� �-�'}". � ��������, a�� � �i�� �����a - ❑epartment,of CommunFty Developmen� � }� r. ;,i .� � � � �44� „ - � & , �.. ��� �� y ,-� �'• ,� �, ;'�.- = 75 S�uth Frvntage Rv�d' ` �` ��;� � . �';�, � y".0� R flr, ,�., . . i' y �-j „�,�.� ._ , Vail,:C" vrac��:.8'l��7 ����a&& . �. `, • ' :�. ""� j,� �. - �;' :�. ` �9�p�:7"9�2128�, �;'-5� ' . ��+• r •�: �� ` - �:� ��' � �.- ,,' �r 7��47�=24'��::� � .. ";�;'' �,� .�' ��g . , .. . �' y� igri�.c� `'' . � �.'�iV ��v�i �e ��.. � , �"; p� .r, , ., , .. �Dey�'�nen�F'�ie�•r,�axs€��inato�r=., ���' ,: � ...�. � •�, ;�,.. -. �a,�'j ' . � � . �w��a . .,....:.,.�� ��' ,.��" �,, -� 1� � _ _:�..�: � _ ,. ,. . . , . . ...� ,a k:, � _ . ,__:�... �-. . , ,.<...��., �,�•� - ,�... . . _ — _ _ _ _-. _- _ s FIRE SPR�NKLER PERNIIT Commercial &Residentfal Fire Alarm shap drawings are required at th�time of application su�mittal and must incl�de the fvllawing infarmatian: 1. A Colorado Registered Engineer's stamp or N.I.C.E,T le�el III �min} starr�p 2. Equipment cut sheets of materials 3. Hydraulic calcu�atians 4, A State oF Calorada�ontra�tQr registration number 5. Plans must de submitked by a Registered Fire Protection Contractor Prvject Street Address: Oft�ee llse: DEV09-0004 41fi Vail Valley �r. �4 PRJ10-0058 Proje�t#� {Number� (5treet) {suite#y B10-0024 F2arnshorn Building Pem,ic# . 6uildingrComplex Name: F10-0058 5prinkler Permit#: Confraefor Information: Lat#:_Block# 5u6di�ision: Company: Ril-5tate Fire Protectian, �nc. Company Address: 6U45 E. 76tt�A�e.,#12 Detailed Des�ription of Work: C�nnect to sheli City: �Q�merce Ciky 5tate: �� Zip:�DO2� sprinkler system-pro�ide residential sprinkler Contact Name Nlichael SChl�ado protection in suite 14 per NFPA 13. Contact�hvne: �D3-288-3901 {use additiona�sheet if necessary] E-Mail mikes�allstatefireprote�tian.cflm ❑etailed Location of Work� Third and Four#h Floors, Tawn of Vaif Contra or Re tration Na.: ���'S Suite �4 �oes a Monitored Fire Alarm Exist7 Yes ��y No( ) Contractar 5ignature�required) ❑oes a 5prinkler System�xist7 Yes�•} No[ } Praperty Information Wvrk Class: Parcel#: ��fl1-08-258-032 (For parcel#,cvnkact Eagle County Assessvrs C]�ce a1 970-328-88a0 or �e'^�{f] Addition( y Remodel{ J Repair{ ) visit www.eagler.aunty.uslpatie] Retro-Flt( ) Other{ ) Tenant Name: Type of 6uilding: ❑wner Name� ��st Coast Partners 5ingle-Family{ } ❑uplex( } Multi-Family{,} Commercial{ ] Ftestaurant[ } Other( ] Gomplete Valualion for Fire Sprinkler Permit: Fire Sprinkler$: 9,Q21 Date Received: oi-ree-i n GENERALNOTES '. ���a�a°P��Aa"E°o sA��Ar�o�s�A���o��P�v..�r�NFPA,3A�o 9. wATER nTlc Li_a Psl 4. HLLPIPE9HALL9Ella.N.: W9ER�-9ROEN���Il[:TILE IRaN �, cTURER30FRE91�ENTIAL9PWNKLERSPUBLI9HMFORMATION R�IrvCOE�ASEp�(Fl�t P�r��ES,vnrv ES�O�yrvSTHEnslrv[CV rvTSEPT Tc.J`/1HETHER aR Nt]T FLL HEFT R�Irva oEN�E�RnkE SH�O Wrv Orv iHE v�nrv akOaEU nnlrvinnuM s�a«��„aE�ESS,���n FEE,. ,. a�������o�s,A��EaEr,.vEE�A�;rRES�oE�,�a�sP���K�E�,,,� �xt��°M'o�s;A��E PR��°�RS��`ASC"�PE6`"����o�s�M�,EO,�,sFEE,. a. a���'ES'��MO�sra��Ea,PR��K�ER�.�NeE�o�arEOFROMA..A���, �. ��„a«�,����FA���ES�oEN,�A�sPa��K�ERSS�A��eE��s,R��, ' RE��M�,E�oEOOR������S�oEC�ES1�,�„RA�E����EERFOR � ��r.y.�.�����w� +,��,�,����,�..,�.,�.<„�.. ��.�,����,��r�LL,�w��� 0 �ro����������o,.n. � a9.,,.w9,��„��.�,��-,��� � �����n��F..���, HANGER SPACING MwPEAp .�. ��. .��, �� �� �� � '� �� raP 9,0. Eu ixH r Eu � � � EXISTING RISER DETAIL �.s\ ia � � -.�- , �� — �.rr.ia9 ,�s ANRIFREEZE LOOP � D < � � d � < � SPRINKLERS "" a*v. TO SPRWKLER SYSTEM � 11� H1 TESTanDRAW � BUTTERFLY GATE'�/ALVE FLO�P/INDICATOR EXIS'TING FLOOR CONTROL VALVE —� r= �— —� - - i�47 �� �„ �_ ��,,.� -- HANGEft NOTES O `��''�'J`, I�If1��- a O J'I' a� n;: ��.�. � /a.a.. ,..,.._.,.. _.s., � � � O �Fi �Fi � � � � RAMSHORN coNnzMZNZUM \ SITE PLAN � ,-.�_� I � � � � � VAIL Vq��EY �RIVE r; BFPE ,. Vb�i77tc,r�e�'17� f',Y�I�-� � � i � �Fi HANGER DETAILS LL-STATE RAM'S HORN CONDOS FP-1 H� :�, FIFIE PFIOTECTIOIV,INC. UNIT#14 HJTDIIIATI� q o,�„„ C 4�5 VAIL VALLEV oRIVE RPE N�q7H� , + \'AIL,(:ULUqAfJCI SPRINKLERS v��IJSS- \ / �v/%���//U U , r- . � / ' / � . � . � , i . �____—___—_ ___________�_____" F�.��..�n,rt. �, � � .,.� ���O ��F��e�mw 2.���„� .� � .,,�,&�:,,�.���.. .��..,�s,m. - � � � � an��a.����m�� � �, � � THIRD FLOOR PIPING PLAN � � � -�� FOURTH FLOOR PIPING PLAN ,i ,�.. i � � � q a..�no„�n� KK ,.� �„ � �I o �; o o J � oa ;Po - __= or,�,, �`� � - . o0 �.. ; � � .�����o,m , . =,m �RO� � _ __ _____ _____ ��--, °� ��'o � o� �.��E � a�aE `' �N��o Rw � 2.�.»,�� �, o , � �o � � , � - , , , � ,.:. � I� ��oRO�E�R.nE � � � ���E=��,m., � ' ❑ ❑ ,����,�o,m, ✓..,• BFPE ; w...._......, , �...�K-..a.� � .,,uwx..-......... � O \ ,n,.,.�.. , � �..:..���..,.a,.,.�..„^,..�...`o-�o�-.,.•-...-. � �. � ______—___ .�" .. .....� �e .,•_�,.� —--_ ��a��o�=,,,,� - �....��.....��. BASMENT PIPING PLAN FIRST FLOOP.PIPING PLAN SECOND FLOOR PIPING PLAN �'�aj+�����r�,'.`��7^,`+•,J�,f?� , � � REVISIONS SPRINKLERS ITYDRAULIC DESIGN INFORfSATION DEVICES ,� , ��,� �E�.,�,,.�� �,.E .,,. -E ,� _.� F����- .� - 2 �. ,,E ,�,. ,E�.,�,,.�� LL-STATE RAM'S HORN CONDOS . FP-2 �N�T#,4 H�_ � �p FIFIE PROTECTIOIV,INC. AUTOIIIATIC q ,�„�, � 4�I e VAIL VALLEV oRIVE RPE noaTn� �� ° VAIL,C:OLOP,AOO SPPINKLERS � S'UITE#148 FIRS'T FLOOR PIPING PLAN SPRINKLERS a,r. VIKING FREEDOM CONCEALED PENDENT �� �� �������� s'PRINKLER HEAT ZONES' �._� �� � � 6FPE f�'n. �.�.•F��i 7 f.,�c,,:�_J'���?� �w�-.� HYDRAULIC � 5YSTEM o�.�c 0 .���F NKLL_ 0 E_�,.��oE����.,. 0 ��,�.�.,,.�,�� 0 ,ino�,�ra�e V�:O a n.�r. 0 2aHOUa:�aoa72ea-aem n�srnre FiFe aeoTenion LL-STATE RAM'S HORN CONDOS FP-3 H� �, FIRE PR(JTECTICJN,INC. UNIT#�4 ,�UTO�IATIC n q ,�,. pq 41 fi VAIL VALLEV ORIVE FIPE NaF,in� ��� ' 4AIL.(:ULC]FiAI]O SPRINKLERS SPRINKLERS a,r. ANTIFREEZE NOTES 'f An,�...E,��„�.A�iE��.1AE�.,�A.,,n�. .. ,R�.,.x SfPE .i..�.�' .��G:�i. a:[�]'..., a. r�r�sanim..ECr.r�n_ �r��r�nttnrs�in.�acanm f3.'.� ..� � ...,. �1�i�I..�.!� , I� .i`� � x ... LL-STATE H� �_, FIRE PR(JTECTICJN,INC. � oa Na H� n a Fa„n d � VIKING FREEDOM CONCEALED PENDENT �� �� �������� s'PRINKLER HEAT ZONES' �._� �� � HYDRAULIC � 5Y9TEM ���..c 0 o.o�.�rF NKLL., 0 E_�,.��oE����.,. 0 ,�or�.��,� 0 ,ino�.<.�ra�e. �0 �o.� t�.�t. 0 2aHOUa:pos72ea�wm PLL ST4TE RFEJ ROTECTION RAM'S HORN CONDOS FP-4 UNIT#i4 qUT0�4ATIC 41 fi VAIL VALLEV ORIVE FIPE 4AIL.(:ULC]FiAI]O SPRINKLERS Hydraul i c Cal cul ati ons Project Information Project Name: Ramshorn LodgeCondominiums Date 08/06/10 Address: 416 Vail Valley Drive File# Suite 14A V ai I, Col orado I ndex 105 Calculation Are�a: Suite 14 Design Criteria Occupancy CI assi f i cat i on: Re.si dent i al Construction � Combustible ❑ Non Combustible Densi ty: .10 mi n densi ty Are�aof Operation: N/A Are�a per Sprinkler: 256 sq. ft. max. Number of Sprinklers Calculated: 6 he�ad H ose A I I owance Domesti c A I I owance 0 gpm i nsi de 0 gpm 100 gpm outside Water Supply Sprinklers Stat i c 130 psi M ake: V i ki ng Freedom Conce,al ed Residual 125 psi Size: 7/16" K=4.90 FI ow 3415 gpm Temp: 140° Cal cul ati on Summary Total Sprinkler Water Flow: 114.5 gpm Flow & Pressure: (at baseof riser): 114.5 gpm @ 85.8 psi (at city connection): 214.5 gpm @ 100.6 psi Notes: SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 1 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c V�P,TER SUPPLY DATA SOURCE STATI C RESI D. FLGN AVAI L. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DENWND PRESS. TAG ( PSI ) ( PSI ) ( GPIV�j ( PSI ) ( GPIV� ( PSI ) S 130. 0 125. 0 3415. 0 130. 0 214. 5 100. 6 Requi r ed pr essur e i s 29. 3 psi ( 23°/� I ess t han avai I abl e pr essur e. AC7GREGATE FLGNANALYSI S: TOTAL FLGNAT SOURCE 214. 5 GPM TOTAL I-106E STREAM ALLO\/�P,NCE AT SOURCE 100. 0 GPM OTHER I-106E STREAM ALLO\/�P,NCES 0. 0 GPM TOTAL DI SCHARGE FROM ACTI VE SPRI NKLERS 114. 5 GPM f�IODE ANALYSI S DATA f�IODE TAG ELEVATI ON NODE TYPE PRESSURE DI SCHARGE ( FT) ( PSI ) ( GPN� 1 55. 5 K= 4. 72 13. 0 17. 0 2 55. 0 K= 4. 90 12. 4 17. 3 3 55. 5 - - - - 13. 5 - - - 4 55. 0 K= 4. 90 14. 6 18. 7 5 55. 5 - - - - 15. 8 - - - 6 53. 8 K= 4. 80 18. 0 20. 4 7 54. 3 - - - - 18. 6 - - - 8 58. 0 K= 4. 90 17. 4 20. 4 9 57. 4 K= 4. 90 18. 0 20. 8 10 58. 5 - - - - 18. 3 - - - 11 58. 5 - - - - 21 . 2 - - - 12 54. 3 - - - - 40. 4 - - - 13 60. 0 - - - - 44. 5 - - - 14 54. 3 - - - - 53. 0 - - - 15 54. 3 - - - - 53. 2 - - - 102 54. 3 - - - - 54. 7 - - - 103 54. 3 - - - - 56. 2 - - - 104 54. 3 - - - - 58. 4 - - - 105 42. 9 - - - - 64. 0 - - - 111 42. 9 - - - - 64. 0 - - - 112 42. 9 - - - - 64. 2 - - - 113 29. 0 - - - - 70. 5 - - - 119 29. 0 - - - - 70. 9 - - - 120 18. 3 - - - - 75. 7 - - - 128 18. 3 - - - - 76. 7 - - - 129 18. 3 - - - - 77. 3 - - - 130 9. 0 - - - - 81 . 6 - - - 131 9. 0 - - - - 82. 1 - - - TOR 9. 0 - - - - 83. 1 - - - BOR 3. 0 - - - - 85. 8 - - - BFD 3. 0 - - - - 85. 8 - - - BFS 3. 0 - - - - 98. 8 - - - SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 2 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c f�IODE ANALYSI S DATA f�IODE TAG ELEVATI ON NODE TYPE PRESSURE DI SCHARGE ( FT) ( PSI ) ( GPN� UG1 0. 0 - - - - 100. 5 - - - S 0. 0 SOURCE 100. 6 114. 5 SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 3 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c PI PE DATA PI PE TAG Q( GPMJ DI A( I f� LENGTH PRESS. END ELEV. NQZ. PT DI SC. VEL( FPS) M/�/C) ( FT) SUM f�IODES ( FT) ( I� ( PSI ) ( GPMJ FL/ FT ( PSI ) Pi pe: 1 - 17. 0 1 . 055 PL 8. 00 PF 0. 5 1 55. 5 4. 7 13. 0 17. 0 6. 2 150 FTG - --- PE 0. 0 3 55. 5 0. 0 13. 5 0. 0 0. 062 TL 8. 00 PV Pi pe: 2 - 17. 3 0. 811 PL 1 . 00 PF 1 . 3 2 55. 0 4. 9 12. 4 17. 3 10. 7 150 FTG T PE - 0. 2 3 55. 5 0. 0 13. 5 0. 0 0. 230 TL 5. 50 PV Pi pe: 3 - 34. 3 1 . 055 PL 7. 50 PF 2. 4 3 55. 5 0. 0 13. 5 0. 0 12. 6 150 FTG E PE 0. 0 5 55. 5 0. 0 15. 8 0. 0 0. 227 TL 10. 50 PV Pi pe: 4 - 18. 7 0. 811 PL 1 . 00 PF 1 . 5 4 55. 0 4. 9 14. 6 18. 7 11 . 6 150 FTG T PE - 0. 2 5 55. 5 0. 0 15. 8 0. 0 0. 267 TL 5. 50 PV Pi pe: 5 - 53. 0 1 . 291 PL 11 . 88 PF 2. 3 5 55. 5 0. 0 15. 8 0. 0 13. 0 150 FTG - --- PE 0. 5 7 54. 3 0. 0 18. 6 0. 0 0. 190 TL 11 . 88 PV Pi pe: 6 - 20. 4 1 . 055 PL 2. 17 PF 0. 8 6 53. 8 4. 8 18. 0 20. 4 7. 5 150 FTG T PE - 0. 2 7 54. 3 0. 0 18. 6 0. 0 0. 086 TL 9. 67 PV Pi pe: 7 - 73. 3 1 . 527 PL 11 . 00 PF 4. 4 7 54. 3 0. 0 18. 6 0. 0 12. 8 150 FTG 3E PE - 1 . 8 11 58. 5 0. 0 21 . 2 0. 0 0. 153 TL 29. 00 PV Pi pe: 8 - 20. 4 1 . 055 PL 7. 08 PF 1 . 1 8 58. 0 4. 9 17. 4 20. 4 7. 5 150 FTG 2E PE - 0. 2 10 58. 5 0. 0 18. 3 0. 0 0. 087 TL 13. 08 PV Pi pe: 9 - 20. 8 1 . 055 PL 1 . 00 PF 0. 8 9 57. 4 4. 9 18. 0 20. 8 7. 6 150 FTG T PE - 0. 5 10 58. 5 0. 0 18. 3 0. 0 0. 090 TL 8. 50 PV Pi pe: 10 - 41 . 2 1 . 055 PL 1 . 75 PF 2. 9 10 58. 5 0. 0 18. 3 0. 0 15. 1 150 FTG T PE 0. 0 11 58. 5 0. 0 21 . 2 0. 0 0. 319 TL 9. 25 PV Pi pe: 1 1 - 1 14. 5 1 . 527 PL 31 . 71 PF 17. 4 11 58. 5 0. 0 21 . 2 0. 0 20. 1 150 FTG 3E PE 1 . 8 12 54. 3 0. 0 40. 4 0. 0 0. 349 TL 49. 71 PV Pi pe: 12 - 1 14. 5 2. 009 PL 27. 08 PF 6. 6 12 54. 3 0. 0 40. 4 0. 0 11 . 6 150 FTG 4ET PE - 2. 5 13 60. 0 0. 0 44. 5 0. 0 0. 092 TL 72. 08 PV SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 4 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c PI PE TAG Q( GPMJ DI A( I f� LENGTH PRESS. END ELEV. NQZ. PT DI SC. VEL( FPS) M/�/C) ( FT) SUM f�IODES ( FT) ( I� ( PSI ) ( GPMJ FL/ FT ( PSI ) Pi pe: 13 - 1 14. 5 2. 009 PL 20. 25 PF 6. 0 13 60. 0 0. 0 44. 5 0. 0 11 . 6 150 FTG 4ET PE 2. 5 14 54. 3 0. 0 53. 0 0. 0 0. 092 TL 65. 25 PV Pi pe: 14 - 1 14. 5 2. 009 PL 2. 58 PF 0. 2 14 54. 3 0. 0 53. 0 0. 0 11 . 6 150 FTG - --- PE 0. 0 15 54. 3 0. 0 53. 2 0. 0 0. 092 TL 2. 58 PV Pi pe: 15 - 1 14. 5 2. 203 PL 2. 75 PF 1 . 4 15 54. 3 0. 0 53. 2 0. 0 9. 6 120 FTG T PE 0. 0 102 54. 3 0. 0 54. 7 0. 0 0. 089 TL 16. 35 PV Pi pe: 16 - 1 14. 5 2. 203 PL 7. 71 PF 1 . 5 102 54. 3 0. 0 54. 7 0. 0 9. 6 120 FTG EL PE 0. 0 103 54. 3 0. 0 56. 2 0. 0 0. 089 TL 17. 21 PV Pi pe: 17 - 1 14. 5 2. 203 PL 4. 33 PF 2. 2 103 54. 3 0. 0 56. 2 0. 0 9. 6 120 FTG 3E PE 0. 0 104 54. 3 0. 0 58. 4 0. 0 0. 089 TL 24. 73 PV Pi pe: 18 - 1 14. 5 3. 334 PL 16. 42 PF 0. 7 104 54. 3 0. 0 58. 4 0. 0 4. 2 120 FTG 2EC PE 4. 9 105 42. 9 0. 0 64. 0 0. 0 0. 012 TL 61 . 42 PV Pi pe: 19 - 1 14. 5 3. 334 PL 0. 42 PF 0. 0 105 42. 9 0. 0 64. 0 0. 0 4. 2 120 FTG - --- PE 0. 0 111 42. 9 0. 0 64. 0 0. 0 0. 012 TL 0. 42 PV Pi pe: 20 - 1 14. 5 3. 334 PL 0. 67 PF 0. 1 111 42. 9 0. 0 64. 0 0. 0 4. 2 120 FTG E PE 0. 0 112 42. 9 0. 0 64. 2 0. 0 0. 012 TL 11 . 17 PV Pi pe: 21 - 1 14. 5 3. 334 PL 13. 92 PF 0. 3 112 42. 9 0. 0 64. 2 0. 0 4. 2 120 FTG E PE 6. 0 113 29. 0 0. 0 70. 5 0. 0 0. 012 TL 24. 42 PV Pi pe: 22 - 1 14. 5 3. 334 PL 13. 67 PF 0. 4 113 29. 0 0. 0 70. 5 0. 0 4. 2 120 FTG 2E PE 0. 0 119 29. 0 0. 0 70. 9 0. 0 0. 012 TL 34. 67 PV Pi pe: 23 - 1 14. 5 3. 334 PL 1 . 21 PF 0. 1 119 29. 0 0. 0 70. 9 0. 0 4. 2 120 FTG E PE 4. 6 120 18. 3 0. 0 75. 7 0. 0 0. 012 TL 11 . 71 PV Pi pe: 24 - 1 14. 5 3. 334 PL 39. 96 PF 1 . 0 120 18. 3 0. 0 75. 7 0. 0 4. 2 120 FTG 2ETL PE 0. 0 128 18. 3 0. 0 76. 7 0. 0 0. 012 TL 87. 96 PV Pi pe: 25 - 1 14. 5 3. 334 PL 18. 67 PF 0. 6 128 18. 3 0. 0 76. 7 0. 0 4. 2 120 FTG 3E PE 0. 0 129 18. 3 0. 0 77. 3 0. 0 0. 012 TL 50. 17 PV SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 5 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c PI PE TAG Q( GPMJ DI A( I f� LENGTH PRESS. END ELEV. NQZ. PT DI SC. VEL( FPS) M/�/C) ( FT) SUM f�IODES ( FT) ( I� ( PSI ) ( GPMJ FL/ FT ( PSI ) Pi pe: 26 - 1 14. 5 3. 334 PL 14. 00 PF 0. 3 129 18. 3 0. 0 77. 3 0. 0 4. 2 120 FTG E PE 4. 0 130 9. 0 0. 0 81 . 6 0. 0 0. 012 TL 24. 50 PV Pi pe: 27 - 1 14. 5 3. 334 PL 29. 79 PF 0. 5 130 9. 0 0. 0 81 . 6 0. 0 4. 2 120 FTG E PE 0. 0 131 9. 0 0. 0 82. 1 0. 0 0. 012 TL 40. 29 PV Pi pe: 28 - 1 14. 5 3. 334 PL 35. 75 PF 1 . 0 131 9. 0 0. 0 82. 1 0. 0 4. 2 120 FTG 4EL PE 0. 0 TOR 9. 0 0. 0 83. 1 0. 0 0. 012 TL 82. 25 PV Pi pe: 29 - 1 14. 5 4. 310 PL 7. 00 PF 0. 1 TOR 9. 0 0. 0 83. 1 0. 0 2. 5 120 FTG T PE 2. 6 BOR 3. 0 0. 0 85. 8 0. 0 0. 003 TL 34. 90 PV Pi pe: 30 - 1 14. 5 4. 310 PL 1 . 00 PF 0. 0 BOR 3. 0 0. 0 85. 8 0. 0 2. 5 120 FTG - --- PE 0. 0 BFD 3. 0 0. 0 85. 8 0. 0 0. 003 TL 1 . 00 PV Pi pe: 31 FI XED PRESSURE L06S DEVI CE BFS 3. 0 0. 0 98. 8 0. 0 13. 0 psi , 114. 5 gpm BFD 3. 0 0. 0 85. 8 0. 0 Pi pe: 32 - 1 14. 5 4. 095 PL 42. 00 PF 0. 4 BFS 3. 0 0. 0 98. 8 0. 0 2. 8 140 FTG 4ET PE 1 . 3 UG1 0. 0 0. 0 100. 5 0. 0 0. 003 TL 128. 50 PV Pi pe: 33 - 1 14. 5 6. 275 PL 224. 00 PF 0. 1 UG1 0. 0 0. 0 100. 5 0. 0 1 . 2 140 FTG 5E PE 0. 0 S 0. 0 SRCE 100. 6 ( f�U A) 0. 000 TL 334. 00 PV NOTES ( HASS) : ( 1) Cal cul at i ons v�er e per f or rred by t he HASS 8. 1 corrput er pr ogr am under I i cense no. 50040231 gr ant ed by HRS Syst errs, I nc. 208 Sout h Publ i c Squar e Pet er sbur g, TN 37144 ( 931) 659- 9760 ( 2) The syst em has been cal cul at ed t o pr ovi de an aver age i rrbal ance at each node of 0. 004 gpm and a rraxi rrum i rrbal ance at any node of 0. 121 gpm ( 3) Tot al pr essur e at each node i s used i n bal anci ng t he syst em N�xi rrum wat er vel oci t y i s 20. 1 f t / sec at pi pe 11 . SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 6 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c ( 4) PI PE FI TTI NGS TABLE Pi pe Tabl e Narre: ALLSTATE. PI P PAGE: D NWTERI AL: DI RON HV`�: 140 Di arret er Equi val ent Fi t t i ng Lengt hs i n Feet ( i n) E T L C B G EI I Tee LngEl I ChkVl v Bf yVl v Gat VI v 4. 095 14. 40 28. 90 8. 70 31 . 80 17. 30 2. 90 6. 275 22. 00 47. 10 14. 10 50. 20 15. 70 4. 70 PAGE: I NWTERI AL: Cppr_M HV`�: 150 Di arret er Equi val ent Fi t t i ng Lengt hs i n Feet ( i n) E T L C B G EI I Tee LTE ChkVa BFVa Gat eVa 0. 811 3. 00 4. 50 1 . 50 7. 50 9. 00 1 . 50 1. 055 3. 00 7. 50 3. 00 7. 50 9. 00 1 . 50 1. 291 4. 50 9. 00 3. 00 10. 50 9. 00 1 . 50 1. 527 6. 00 12. 00 3. 00 13. 50 9. 00 1 . 50 2. 009 7. 50 15. 00 4. 50 16. 50 9. 00 1 . 50 PAGE: N NWTERI AL: ED FLW HV`�: 120 Di arret er Equi val ent Fi t t i ng Lengt hs i n Feet ( i n) E T L C B G A D EI I Tee 45 ChkVa Bf I yVa Gat eVa 2. 203 6. 80 13. 60 2. 70 15. 00 8. 20 1 . 40 0. 00 0. 00 3. 334 10. 50 22. 50 4. 50 24. 00 15. 00 1 . 50 0. 00 0. 00 4. 310 13. 90 27. 90 5. 60 30. 70 16. 70 2. 80 0. 00 0. 00 SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 7 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c � � a � I F � � °J � I CL �, �, 7 ^y�s �� a� �r7 �+�7 U [J � � � � � �'� I N � � � �I • `� Q � N N N W � d' � s� �J N °� � N I M � CL �I U] L1 � -r{ ¢i-r{ � � � a� �'� � � � I � O �tl f- S-I �' � V7 � .-I 01 •.i tS] ❑ :7i �y -rl i � i [I] r!7 I � � �� � � ^•] � � f � � Cx; � Fy [1] �n W � � I � � � �.� I �7 r1 � " I "`7 � � I � Q] � � I � [I] � H I �% �- CI] G' � ,2 ",rl O ;,Cj (ll � • I :� � � '�y M �', `� S � •• I a a � w a •� � � ID � o u� +� o cn � � I � W C+ � I I � � � I � I I � I _: J ['1 I � :7 I � � � �I :V �- O O � � _. � � . . . � O N d' t� :� C7 I � � oo �n :ti � � U' � D :� W 0..� fZ W u7 cr] � fZ W �. r,.1., u] rl �. SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 8 DATE: 8/ 6/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14A. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 6 Head Cal c Utility Report : Equi val ent K- Fact or Cal cul at or Node Spr i nkl er Pr es. Di a. Pi pe Ft gs. Tot al I-� W Equi val ent Narre K Fact or ( psi ) ( i n) Len. ( f t ) Len. ( f t ) coef . K f act or -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- ---- - -- --- - -- - 1 4. 90 7. 00 0. 811 1. 00 E 4. 00 150. 00 4. 72 Equi val ent K- Fact or Cal cul at or Node Spr i nkl er Pr es. Di a. Pi pe Ft gs. Tot al I-� W Equi val ent Narre K Fact or ( psi ) ( i n) Len. ( f t ) Len. ( f t ) coef . K f act or -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- ---- - -- --- - -- - 6 4. 90 7. 00 1 . 055 0. 50 T 8. 00 150. 00 4. 80 Hydraul i c Cal cul ati ons Project Information Project Name: Ramshorn LodgeCondominiums Date 08/02/10 Address: 416 Vail Valley Drive File# Suite 14B V ai I, Col orado I ndex 105 Calculation Are�a: Suite 14 Design Criteria Occupancy CI assi f i cat i on: Re.si dent i al Construction � Combustible ❑ Non Combustible Densi ty: .10 mi n densi ty Are�aof Operation: N/A Are�a per Sprinkler: 256 sq. ft. max. Number of Sprinklers Calculated: 4 he�ad H ose A I I owance Domesti c A I I owance 0 gpm i nsi de 0 gpm 100 gpm outside Water Supply Sprinklers Stat i c 130 psi M ake: V i ki ng Freedom Conce,al ed Residual 125 psi Size: 7/16" K=4.90 FI ow 3415 gpm Temp: 140° Cal cul ati on Summary Total Sprinkler Water Flow: 108.5 gpm Flow & Pressure: (at baseof riser): 108.5 gpm @ 97.4 psi (at city connection): 208.5 gpm @ 113.3 psi Notes: SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 1 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c V�P,TER SUPPLY DATA SOURCE STATI C RESI D. FLGN AVAI L. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DENWND PRESS. TAG ( PSI ) ( PSI ) ( GPIV�j ( PSI ) ( GPIV� ( PSI ) S 130. 0 125. 0 3415. 0 130. 0 208. 5 113. 3 Requi r ed pr essur e i s 16. 6 psi ( 13°/� I ess t han avai I abl e pr essur e. AC7GREGATE FLGNANALYSI S: TOTAL FLGNAT SOURCE 208. 5 GPM TOTAL I-106E STREAM ALLO\/�P,NCE AT SOURCE 100. 0 GPM OTHER I-106E STREAM ALLO\/�P,NCES 0. 0 GPM TOTAL DI SCHARGE FROM ACTI VE SPRI NKLERS 108. 5 GPM f�IODE ANALYSI S DATA f�IODE TAG ELEVATI ON NODE TYPE PRESSURE DI SCHARGE ( FT) ( PSI ) ( GPN� 16 41. 4 K= 4. 72 39. 7 29. 7 17 41. 4 K= 4. 72 29. 4 25. 6 18 40. 4 K= 4. 72 30. 4 26. 0 19 41. 4 - - - - 31 . 2 - - - 20 40. 4 K= 4. 90 30. 7 27. 1 21 41. 4 - - - - 33. 1 - - - 22 41. 4 - - - - 41 . 7 - - - 23 41. 4 - - - - 46. 3 - - - 24 41. 4 - - - - 60. 1 - - - 25 41. 4 - - - - 70. 2 - - - 26 41. 4 - - - - 72. 2 - - - 109 42. 9 - - - - 72. 9 - - - 110 42. 9 - - - - 74. 6 - - - 111 42. 9 - - - - 75. 9 - - - 112 42. 9 - - - - 76. 1 - - - 113 29. 0 - - - - 82. 4 - - - 119 29. 0 - - - - 82. 7 - - - 120 18. 3 - - - - 87. 6 - - - 128 18. 3 - - - - 88. 5 - - - 129 18. 3 - - - - 89. 1 - - - 130 9. 0 - - - - 93. 4 - - - 131 9. 0 - - - - 93. 8 - - - TOR 9. 0 - - - - 94. 7 - - - BOR 3. 0 - - - - 97. 4 - - - BFD 3. 0 - - - - 97. 4 - - - BFS 3. 0 - - - - 110. 4 - - - UG1 0. 0 - - - - 113. 2 - - - S 0. 0 SOURCE 113. 3 108. 5 SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 2 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c PI PE DATA PI PE TAG Q( GPMJ DI A( I f� LENGTH PRESS. END ELEV. NQZ. PT DI SC. VEL( FPS) M/�/C) ( FT) SUM f�IODES ( FT) ( I� ( PSI ) ( GPMJ FL/ FT ( PSI ) Pi pe: 1 - 29. 7 1 . 055 PL 8. 42 PF 2. 0 16 41. 4 4. 7 39. 7 29. 7 10. 9 150 FTG E PE 0. 0 22 41. 4 0. 0 41 . 7 0. 0 0. 174 TL 11 . 42 PV Pi pe: 2 - 25. 6 1 . 055 PL 10. 58 PF 1 . 8 17 41. 4 4. 7 29. 4 25. 6 9. 4 150 FTG E PE 0. 0 19 41. 4 0. 0 31 . 2 0. 0 0. 132 TL 13. 58 PV Pi pe: 3 - 26. 0 1 . 055 PL 1 . 58 PF 1 . 2 18 40. 4 4. 7 30. 4 26. 0 9. 6 150 FTG T PE - 0. 4 19 41. 4 0. 0 31 . 2 0. 0 0. 136 TL 9. 08 PV Pi pe: 4 - 51 . 6 1 . 055 PL 4. 00 PF 1 . 9 19 41. 4 0. 0 31 . 2 0. 0 18. 9 150 FTG - --- PE 0. 0 21 41. 4 0. 0 33. 1 0. 0 0. 484 TL 4. 00 PV Pi pe: 5 - 27. 1 0. 811 PL 1 . 00 PF 2. 9 20 40. 4 4. 9 30. 7 27. 1 16. 9 150 FTG T PE - 0. 4 21 41. 4 0. 0 33. 1 0. 0 0. 530 TL 5. 50 PV Pi pe: 6 - 78. 8 1 . 055 PL 0. 58 PF 8. 5 21 41. 4 0. 0 33. 1 0. 0 28. 9 150 FTG T PE 0. 0 22 41. 4 0. 0 41 . 7 0. 0 1 . 058 TL 8. 08 PV Pi pe: 7 - 108. 5 1 . 291 PL 6. 42 PF 4. 6 22 41. 4 0. 0 41 . 7 0. 0 26. 6 150 FTG - --- PE 0. 0 23 41. 4 0. 0 46. 3 0. 0 0. 716 TL 6. 42 PV Pi pe: 8 - 108. 5 1 . 527 PL 31 . 67 PF 13. 8 23 41. 4 0. 0 46. 3 0. 0 19. 0 150 FTG T PE 0. 0 24 41. 4 0. 0 60. 1 0. 0 0. 316 TL 43. 67 PV Pi pe: 9 - 108. 5 1 . 527 PL 17. 17 PF 10. 2 24 41. 4 0. 0 60. 1 0. 0 19. 0 150 FTG LT PE 0. 0 25 41. 4 0. 0 70. 2 0. 0 0. 316 TL 32. 17 PV Pi pe: 10 - 108. 5 2. 009 PL 8. 88 PF 2. 0 25 41. 4 0. 0 70. 2 0. 0 11 . 0 150 FTG 2E PE 0. 0 26 41. 4 0. 0 72. 2 0. 0 0. 083 TL 23. 88 PV Pi pe: 1 1 - 108. 5 2. 203 PL 3. 21 PF 1 . 3 26 41. 4 0. 0 72. 2 0. 0 9. 1 120 FTG T PE - 0. 7 109 42. 9 0. 0 72. 9 0. 0 0. 080 TL 16. 81 PV Pi pe: 12 - 108. 5 2. 203 PL 7. 17 PF 1 . 7 109 42. 9 0. 0 72. 9 0. 0 9. 1 120 FTG T PE 0. 0 110 42. 9 0. 0 74. 6 0. 0 0. 080 TL 20. 77 PV SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 3 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c PI PE TAG Q( GPMJ DI A( I f� LENGTH PRESS. END ELEV. NQZ. PT DI SC. VEL( FPS) M/�/C) ( FT) SUM f�IODES ( FT) ( I� ( PSI ) ( GPMJ FL/ FT ( PSI ) Pi pe: 13 - 108. 5 2. 203 PL 2. 17 PF 1 . 4 110 42. 9 0. 0 74. 6 0. 0 9. 1 120 FTG TG PE 0. 0 111 42. 9 0. 0 75. 9 0. 0 0. 080 TL 17. 17 PV Pi pe: 14 - 108. 5 3. 334 PL 0. 67 PF 0. 1 111 42. 9 0. 0 75. 9 0. 0 4. 0 120 FTG E PE 0. 0 112 42. 9 0. 0 76. 1 0. 0 0. 011 TL 11 . 17 PV Pi pe: 15 - 108. 5 3. 334 PL 13. 92 PF 0. 3 112 42. 9 0. 0 76. 1 0. 0 4. 0 120 FTG E PE 6. 0 113 29. 0 0. 0 82. 4 0. 0 0. 011 TL 24. 42 PV Pi pe: 16 - 108. 5 3. 334 PL 13. 67 PF 0. 4 113 29. 0 0. 0 82. 4 0. 0 4. 0 120 FTG 2E PE 0. 0 119 29. 0 0. 0 82. 7 0. 0 0. 011 TL 34. 67 PV Pi pe: 17 - 108. 5 3. 334 PL 11 . 21 PF 0. 2 119 29. 0 0. 0 82. 7 0. 0 4. 0 120 FTG E PE 4. 6 120 18. 3 0. 0 87. 6 0. 0 0. 011 TL 21 . 71 PV Pi pe: 18 - 108. 5 3. 334 PL 39. 96 PF 0. 9 120 18. 3 0. 0 87. 6 0. 0 4. 0 120 FTG 2ETL PE 0. 0 128 18. 3 0. 0 88. 5 0. 0 0. 011 TL 87. 96 PV Pi pe: 19 - 108. 5 3. 334 PL 18. 67 PF 0. 5 128 18. 3 0. 0 88. 5 0. 0 4. 0 120 FTG 3E PE 0. 0 129 18. 3 0. 0 89. 1 0. 0 0. 011 TL 50. 17 PV Pi pe: 20 - 108. 5 3. 334 PL 14. 00 PF 0. 3 129 18. 3 0. 0 89. 1 0. 0 4. 0 120 FTG E PE 4. 0 130 9. 0 0. 0 93. 4 0. 0 0. 011 TL 24. 50 PV Pi pe: 21 - 108. 5 3. 334 PL 29. 79 PF 0. 4 130 9. 0 0. 0 93. 4 0. 0 4. 0 120 FTG E PE 0. 0 131 9. 0 0. 0 93. 8 0. 0 0. 011 TL 40. 29 PV Pi pe: 22 - 108. 5 3. 334 PL 35. 75 PF 0. 9 131 9. 0 0. 0 93. 8 0. 0 4. 0 120 FTG 4EL PE 0. 0 TOR 9. 0 0. 0 94. 7 0. 0 0. 011 TL 82. 25 PV Pi pe: 23 - 108. 5 4. 310 PL 7. 00 PF 0. 1 TOR 9. 0 0. 0 94. 7 0. 0 2. 4 120 FTG T PE 2. 6 BOR 3. 0 0. 0 97. 4 0. 0 0. 003 TL 34. 90 PV Pi pe: 24 - 108. 5 4. 310 PL 1 . 00 PF 0. 0 BOR 3. 0 0. 0 97. 4 0. 0 2. 4 120 FTG - --- PE 0. 0 BFD 3. 0 0. 0 97. 4 0. 0 0. 003 TL 1 . 00 PV Pi pe: 25 FI XED PRESSURE L06S DEVI CE BFS 3. 0 0. 0 110. 4 0. 0 13. 0 psi , 108. 5 gpm BFD 3. 0 0. 0 97. 4 0. 0 SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 4 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c PI PE TAG Q( GPMJ DI A( I f� LENGTH PRESS. END ELEV. NQZ. PT DI SC. VEL( FPS) M/�/C) ( FT) SUM f�IODES ( FT) ( I� ( PSI ) ( GPMJ FL/ FT ( PSI ) Pi pe: 26 - 108. 5 4. 310 PL 423. 00 PF 1 . 5 BFS 3. 0 0. 0 110. 4 0. 0 2. 4 120 FTG 4ET PE 1 . 3 UG1 0. 0 0. 0 113. 2 0. 0 0. 003 TL 506. 50 PV Pi pe: 27 - 108. 5 6. 275 PL 224. 00 PF 0. 1 UG1 0. 0 0. 0 113. 2 0. 0 1 . 1 140 FTG 5E PE 0. 0 S 0. 0 SRCE 1 13. 3 ( f�U A) 0. 000 TL 334. 00 PV NOTES ( HASS) : ( 1) Cal cul at i ons v�er e per f or rred by t he HASS 8. 1 corrput er pr ogr am under I i cense no. 50040231 gr ant ed by HRS Syst errs, I nc. 208 Sout h Publ i c Squar e Pet er sbur g, TN 37144 ( 931) 659- 9760 ( 2) The syst em has been cal cul at ed t o pr ovi de an aver age i rrbal ance at each node of 0. 002 gpm and a rraxi rrum i rrbal ance at any node of 0. 050 gpm ( 3) Tot al pr essur e at each node i s used i n bal anci ng t he syst em N�xi rrum wat er vel oci t y i s 28. 9 f t / sec at pi pe 6. ( 4) PI PE FI TTI NGS TABLE Pi pe Tabl e Narre: ALLSTATE. PI P PAGE: D NWTERI AL: DI RON HV`�: 140 Di arret er Equi val ent Fi t t i ng Lengt hs i n Feet ( i n) E T L C B G EI I Tee LngEl I ChkVl v Bf yVl v Gat VI v 6. 275 22. 00 47. 10 14. 10 50. 20 15. 70 4. 70 PAGE: I NWTERI AL: Cppr_M HV`�: 150 Di arret er Equi val ent Fi t t i ng Lengt hs i n Feet ( i n) E T L C B G EI I Tee LTE ChkVa BFVa Gat eVa 0. 811 3. 00 4. 50 1 . 50 7. 50 9. 00 1 . 50 1. 055 3. 00 7. 50 3. 00 7. 50 9. 00 1 . 50 1. 291 4. 50 9. 00 3. 00 10. 50 9. 00 1 . 50 1. 527 6. 00 12. 00 3. 00 13. 50 9. 00 1 . 50 2. 009 7. 50 15. 00 4. 50 16. 50 9. 00 1 . 50 SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 5 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c PAGE: N NWTERI AL: ED FLW HV`�: 120 Di arret er Equi val ent Fi t t i ng Lengt hs i n Feet ( i n) E T L C B G A D EI I Tee 45 ChkVa Bf I yVa Gat eVa 2. 203 6. 80 13. 60 2. 70 15. 00 8. 20 1 . 40 0. 00 0. 00 3. 334 10. 50 22. 50 4. 50 24. 00 15. 00 1 . 50 0. 00 0. 00 4. 310 13. 90 27. 90 5. 60 30. 70 16. 70 2. 80 0. 00 0. 00 SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 6 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c � � a � I F � � °J � I CL �, �, 7 ^y�s �� a� �r7 �+�7 U [J � � m � m �"� I N Ct � Ct rl ' `� Q � N N N W � d' � s� �J N °� � N I M � CL �I U] L1 � -r{ ¢i-r{ � � � a� �'� � � � I � O �tl f- S-I �' � V7 � .-I 01 •.i M ❑ 7i �y -rl i � • [I] r!7 I � �1 � '"1 � ^.] � � f '� � � CT. � Fy [1] �n W � � I � � � �.� I �7 r1 � " I "`7 � � I � Q] � � I � [I] � H I �% �- CI] G' � ,2 ",rl O ;,Cj (ll � • I :� � � '�y M �', `� S � •• I a a � w a •� � � ID � o u� +� o cn � � I � W C+ � I I � � � I � I I � I _: J ['1 I � :7 I � � � �I :V �- O O � � _. � � . . . � O N d' t� :� C7 I � � oo �n :ti � � U' � D :� W 0..� fZ W u7 cr] � fZ W �. r,.1., u] rl �. SPRI NKLER SYSTEM HYDRAULI C ANALYSI S Page 7 DATE: 8/ 2/ 2010 F: \ DV`�1 ALL STATE\ RAIV6HORN COND06\ CALCULATI ONS\ SUI TE 14B. SDF JOB TI TLE: Rarrshor n Condo - Sui t e 14 - 4 Head Cal c Utility Report : Equi val ent K- Fact or Cal cul at or Node Spr i nkl er Pr es. Di a. Pi pe Ft gs. Tot al I-� W Equi val ent Narre K Fact or ( psi ) ( i n) Len. ( f t ) Len. ( f t ) coef . K f act or -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- ---- - -- --- - -- - 1 4. 90 7. 00 0. 811 1. 00 E 4. 00 150. 00 4. 72