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Home My WebLink About2223 PALOMAR AIRPORT RD; ; AS060305; PermitCity of Carlsbad Sprinkler Permit Permit No: AS060305 2223 PALOMAR Job Address: AIRPORT RD Permit Type: SPRINK Parcel No: 2130702900 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 12/28/2006 Approved: 12/28/2006 Issued: 12/28/2006 Inspector: Project Title: HOMEWOOD SUITES FOUR FIRE SPRINKLER INSPECTIONS AT $62/EA Applicant: APEX FIRE PROTECTION SUITE 220 2155 VERDUGO BL MONTROSE, CA 818-266-9151 Owner: AGO HILLS L L C C/O EDWARD G COSS 620 NEWPORT CENTER DR NEWPORT BEACH CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 248 0 248 0 flj B€ard / Pmwncher & A S S--O'CJ A T;ETS, i N -C 22931 Savl Ranch Parkway • Yorba Linda,CA92887-4640 • ... 714/283-1100 Fax 714/283-1400 MEcHANIc,j. & FIRE PROTECTION ENGINEERS SPEaAuzm10 iN HAZARDOUS MATERIALS, Cooe CONSUI.TJNG, Piiousr SURVEY & Sr N A 'PROVE 14UE ROVED October 11, 2006 f JZfl/fl 0U ' Mr. Donald Parsie SBAD FIRE'DEpARTpjft c Parsley Consulting Engineers I 0 1 coovogmwm 350 West 9th Avenue, Suite L IS Escondido, CA 92026-5053 c I Re: Homewood Suites, 6100 '(arrow Drive, Carlsbad, CA. ?RO- - 1 1O.rS C0' pt Dear Mr. Parsley, I 00 os \ i0 I am writing this letter in response to the Plan Check Comment ptI,v-.J1J4 t . --- - Please review the following responses and resp6nd in writing if t IRts of opini n. - A duplicate of the original comment precedes the response. P. I It appears that the entry area for many apartments is provided with' r I Response: Each Residential compartment's try is p t t prin lers. Please review the additional sheet for the eni rged of the i j'jtt I compartment types. L2t Provide a blow up of each type of apartment with areas identified as to occupancy and heads located. Include all areas not protected and size. Response: Please review the additional sheet for the enlarged plans for each of the compartment types. Provide contractor's license number on the plans. Response: The contractor's license is now diplayed on each sheet below the contractor's address. Where is the FDC? Response: The underground plan was provided for hydraulic reference only. The location Is on the downstream side of the double check detector assembly and. Is now shown for reference only and is not part of this design or installation. Is the main control valve going to be installed on the detector check assembly? Response: The main control valve will be on the double check detector assembly. An inspector's test valve is shown on the plan but it's location is not provided. An orifice is required in the discharge elbow. Response: The inspector's test is location adjacent to hydraulic area 3 and has been clouded for clarity. Automatic Fire Sprinklers Save LIFE and PROPERTY. Mr. Donald Parsley, P.E. Parsley Consulting Engineers Re: Homewood Suites, 6100 Yarrow Drive, Carlsbad, CA October 11, 2006 izi Page - 7. Please size the main drain. Response: The main drain size has been added to the riser detail on sheet FP2. 71 8. The ipare head cabinet will not be large enough to hold the three heads of each type V required. V Response: A 24 head cabinet will be provided as indicated in riser detail on V V V V 1 V sheet FP2. V V The remaining items contain minor errors in the hydraulic calculations and have been.corrected. 7. Thank you for your prompt review. V ••V• - :- 1VVV V• V • V Sincerely, VVV - Beard, Provencher & Associates, Inc. - Jared Wilkinson V V V VI t••J_ V1 t VVV •VV V Cc Robert Ledesma, City of Carlsbad Fire Dept. V Automatic Fire Sprinklers Save LIFE and PROPERTY. LC.E. Builders, nc TaxsadiaHotcls 620 Newport CenterDde 14tceDs floor Newport Back ca, 92560 1.1.1-174-412-4311 Location of hydrants #1 (Hydrat Conner of Yarrow and Palomar Ahport Rd) P.1jimir Afrnnrt Rd-1 '•1 ----- ---r-------.' -- - - - r Draw an. accurate map showing what hydrant you gauge and what one you will flow Thanks 0• West Coast Fire Protection Mark Sticcker Z6t79t'9L09L1. RUM %003 1M Aug28 OS 09:51a CITY OF CARLSBAD .760 431-2658 p.1 I Public Works Operations and Maintenance Department . ..:.-.. 5950 El Camino Real Carlsbad, CA 92008 (760)438-2722ext 7134 Fax: (760)431-2658 :.~Ai : FACSEqME TRANSMITTAL COVER SHEET FAXNO. To: GejD "I-- 1. * ' 7)L1'ICO OMPANYIDEPARTMENT.er- " .FROM:1itfl)kLV\J DATE: - number of pages in this transmittal - - ;including cover sheet) - - - - • ••. tIf any pages are missing from this transmittal, please call 760-438-2722, Ext. frpp • Lo&c1e fcco1rov froject 3-t ,/_• 7V\P\(x Hu 28 06 OS:51a CITY OF CARLSBAD 760 431-2658 P.2 tUG 24 2006 1:19PM CARLSBAD FIRE PREVENTION 7606028561 p.1 w Fire Prevention Division 1635 Faraday Avenue, Carlsbad CA 92008 • Phone (760) 6024666 Fax(760)602-8561 FAX TRANSMITTAL - - - - - - - - ........... . . . ...... . r DAT i T3Z OTAL OF PAGES TO: 1 ,9 FROM: COMPAN .:, • FAX NO: /- f NO: (760p2-8561 L. ii:........:::i I' COMMENTS • :: - O FOR YOUR INFORMATION • E1ORMA11ON YOU REQUESTED O PLEASE REVIEW AND ADVISE • O PLEASE COMMENT O REPLY REQUESTED BY IF A PROBLEM OCCURS DURING THIS TRANSMISSION, PLEASE CALL 602-665. - 25 2006 10:25AM CARLSBAD FIRE PREVENTION. 7606028561 P. Fire Prevention Division 1635 Faraday Avenue, Carlsbad CA 92008 Phone (760) 602-4666 Fax (760) 602-8561 FAX TRANSMITTAL - ----------- --------- ---------- I ----------------------------- I DATE / TOTAL OF PAGES 1 1 FROM cov_____ 74 4 FAX NO (7/t1 FAX NO (760)602-8561 PHONE NO: PHONE NO: ------------------------------ - COMMENTS . !-'FOR YOUR INFORMATION O INFORMATION YOU REQUESTED : O PLEASE REVIEW AND ADVISE •• O PLEASE COMMENT . -. O REPLY REQUESTED BY IF A PROBLEM 0CCURS DURING THIS TRANSMISSION, PLEASE CALL 6024665. - 71 West Coast Fire Protection 25 2006 10:25AM CARLSBAD FIRE PREVENTION West Coast Fire Protection Hydrant flow test 7606028561 p.2 - Company Requesting Hydrant flow test Mark Strecker °o ISOM * Beard Provencher & Associates, Inc. * MECHANICAL FIRE PROTECTION ENGINEERS SPECIALIZING IN THE DESIGN AND HYDRAULIC CALCULATIONS OF FIRE SPRINKLER SYSTEMS , 22931 Savi Ranch Parkway, Yorba Linda, Ca 92887 (714) 283-1100 *flYJAJJC DESIGN INFORMATION SBEET* Namel HOMEWOOD SUITES (HYDR AREA 1) Date 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No.__________ Building Drawing No.FP3 Contractor _APEX FIRE PROTECTION, INC. (818) 266-9151 Contract No. D3356 Construction: COMBUSTIBLE * NON-COMBUSTIBLE Ceiling Ht.8 ft Occupancy LAUNDRY RM S :**NFPA 13: _Lt.Haz. ** Ord.Haz. Gr. ** Ex.Haz._1_2 _1_2_3 Y : - _ NFPA: 13D 13R 231 231C Figure Curve_______ S : Other (Specific ruling) T : having Jurisdiction 4uthority CARLSBAD FIRE DEPT E :- ---------------------------------------------------------------------- M :.Area of Sprinkler operation 940: ** SYSTEM TYPE ** ensity -. .15 : _Wet _Dry _Deluge __Pre-Action D : Area per sprinkler 1 105-120 : --------------------------------------- E Hose allowance GPM: inside : ** SPRINKLER or NOZZLE ** S :'Hose allowance GPM: outside 250: Make TYCO Model TYFRB OR I :Eack sprinklers allowance Orifice Size 112" K-Factor 5.6 G Temperature rating 155 _deg 1J : ------- CALCULATION : GPM required _306.1 PSI required 32.5 at base of A.S.Riser SUMMARY GPM required 556.1 _ PSI required __39_8 at point of supply C-Factor used: Overhead 120 Underground 150 A : WATER FLOW TEST : **.fl * TANK * WELL**: Eest Date APR2005 Pump Capacity N.A.: R : static PSI 100 : Pump Pressure pp Residual PSI 95: Pump Elevation 12-31 S : PM Flowing 680: Tank Capacity M.A. U :levation Grade : Tank Elevation P : : Well Proof Flow N.A.: P :-4---------------------------------------------- L :Location Point of ConnectiOn Y :. source of information WE$TCOASTFIRE_PROTECTION C : qommodity o : iiocatiOn : Class___________ M : Storage Height : Aisle width : Area____________ M :.S , torage Method: Solid piled _% Palletized % Rack__________ O :1astics D : T -------------------------------------------------------------- T : : _Single row _Conventional pallet _Automatic storage _Encapsulated Y : : _Double row _Slave pallet _Solid shelving _Non- :R : _Multiple row _Open Encapsulated S :A T :C : **,FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal Transverse ft. in. A : : G : Horiz. barriers provided tProvencher & Associates,-Inc. 714-283-1100 Date: 10=,11-06 Sheet. Sprinkler System Analysis - - I Small Sample Output Comments TOTAL PLOW AVAILABLE: Supply pressure is 70.0 PSI1 BUFFER ALLOWED:10%2 { 1. The report indicates the total available supply} Residual pressure is 60.0 PSI { which includes the static pressure, as well as at Discharge of 1210 GPM { the residual pressure and volume.' This is the total available at the supply point node. NODE ELEVATION SPRK PRESSURE DISCHARGE { 2. The buffer allowance is included to indicate the NO. FEET cOEP PSI GPM .----- --- ---.=.{ - percentage or fixed pressure buffer for both the ---------------------- - ---------------------------------- ----- - static and residual supply pressures...' 150 3.955 21.96 18.0 {. 3. Nodes refer to hydraulic reference points. L..... - 2 15.0 22.9 - ( 4. Elevation measured in feet above datum. 3 -- 0.0 30.6 5.0 Hydrant Flow8 - { S. -- K.-Factor of open sprinkler or nozzles."--. •'," r''::. 4 0.0 35.2 Supply Poitt9 { Pressure calculated at reference point. Discharge (q) = K x (p)1/2 - - - { - - S. Hydrant discharge is independant of Pressure..: •_..}., - 1..f Supply point may be anywhere in the'ystes. Only pipes actually flowing water are reported. } PIPE FLOW K-FACTOR LENGTH-FRICTION PRESSURE { Q represents total flow in any particular pipe. } - NO. NODE GPM FITTING TYPE FTC LOSS PSI Vt/a is the water velocity in feet per second. } NO. - -. DIAMETER TOTAL PSI/FT -- { D is the actual internal diameter of the pipe. --------------------------------------------------------------- { F refers to the fittings used. The list may be q- 18.0 K- 3.85 is 10.0 Pt 21.96 Pt 21.9 .-{ up to ten characters; The following applies:--! - } ;'T' 10 -Q. 28.0 11 F=14 c= 12018 95 o.o 16 20 Pv -0.3'A?'J(.t A letter without a preceedingnumbet.ie_singular, Vf/s 6.712 D= 1.04913 io.o17 0.107719 Pt l.121 Pn 21.6 { A preceeding number is a multiple of the fitting. } { A number alone represents its numeric value only. } 2 q K= 0.00 25.015 Pt 22.9 Pt 22.9' .Ll5L represents the actual length of the ipeshown. } 2 Q 18.011E'=02T14 14.516 C= 12018 Fe 6.520 Pv -0.1 ( Fitting value is the equivalent footage of pipe. Vt/a", 39l2 1.30813 395l7 0.028319 i l.l2.Pfl' 22.8 { Total is the sum of fitting value A pipe length. C-factor is the Hazen Williams Coeficient. 33 5.0 ADD HYD FLOW 100.0 is Pt 30.66 Pt 30.6... '{ Friction loss per foot based on H-W formula. . ., 31,0 Q 23.011 P=GLT14 13.716 c= 1018 Fe 0.020, ( Pe= pressure loss due to elevation differenial. - Vf/s. 5612 0= 1.29113 3,13.7' 0.040819 Pf '4.62L'n' 304 '' '{ 21:" Pt" total friction loss' (length '1os pi' foot) -- I 9 4 <<<<c<< Supply point ,>>>>>>> Pt 35.222 { 22. Pt= Total pressure at each .node iPt+Pe.Pf) } -. A=alarm Va., B=butterfly vs., C=cplg, E=sbort turn elbow, F=450 ell, G=gate vs.. L=long ell, R=CPVC Tee Run, T=Tee, V=Swing check - Sample Calcu]at1on Placard -' * HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM INFORMATION * Job name: HOW00D SUITES (HYDR AREA 1) Location: 6100 YARROW DRIVE CARLSBAD, CA Contract No. _P3356 Drawing No: 7P3 Date:10-11-2006 This system. is designed to discharge at a rate of .15 9- P.m-per square foot of floor area over a maximum of 940 square feet when supplied at a rate of 306.1 g.p.m. at the base of riser with a pressure of 32.5 p.S.i. The above information includes hose stream allowance of _g_ g.p.m. Hydraulic Calculations of Fire Sprinkler Systems by BRARD PROVENCEER & ASSOCIATES, INC. 22931 Savi Ranch Parkway, Yorba Linda, Ca. 92687 (714) 283-1100 iBe'Provenher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 3 ; HOMEWOOD SUITES (HYDR AREA 1) . . . . . . . . . . . . ... . . . . . .......... ...... . . . . . . . .............................. .......... . . . . . . . . : . . . . . . . . . . 21 ------- i 90—E ........................................................................................................................... 850 P. ............................................................................................................................... r 7J— . e S ..... S 55Q: .; ................................................................. .................................................................... r 3)— ................................................. e 450: .. .... .... o IJiliMill' 11111111111111111111111 111111 lii Iii i llil,lliillllilllilllilillllllillllliijii 11111 iii Iii liii 1111111111 100 200 300 400 . 500 600 700 800 900 1000 Water Flow GPM I LETTER DESCRIPTION A = Static Pressure of $ B = Residual Pressure of C 90.0 percent Static D =90.0 percent Residual 100.0 p.s.i. . . . . . -. 95.0 p.s.i. 90.0 p.s.i. 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 3.5 p.s.i. Elev of 8.0 ft. F = Base of Riser Demand 32.5 p.s.i. at 306.1 G.P.M. G = Point of Conn Demand 39.8 p.s.i. at 556.1 G.P.M. The City Supply provides 96.6 p.s.i. at 556.1 G.P.M. which leaves a buffer of 56.8 p.s.i. at system demand. II-Provencher & Associates, Inc. 714-283-1100 Date: 09-01-06 Sheet 4 HOMEWOOD SUITES HYDR AREA 1 -" K-FACTOR CALCULATIONS PIPE FLOW K-FACTOR LENGTH FRICTION IPRESURE NO. NODE GPM FITTING TYPE FTG LOSS- PSI NO. DIAMETER TOTAL PSI/FT - - NOTES 1 q= 14.8 K= 5.60 1.5 Pt 6.98 NODE 48 A Q= 14.8 F=T 5.8 C= 120 Pe 0.00 K= Q/(P) D= 1.080 7.3 0.0647 Pf 0.47 K= 14.80/ 7.45 ) 2 -.- - Pt 7.45 K= 5.42 1 q= 14.8 K= 5.60 07 -------------------------------------------------------------------------------- Pt 6.98 NODE 51 Q=14•8 F=T 5.8 C=_ 120 Pe 0.00 K= Q/(P) D= 1.080 6.4 00647 Pf 0.42 K= 14.80/( 7.4 ) . • -2 - z Pt 7.40 K= 5.44 1 q= 18.5 K= 5.60 0.t7 Pt 10.91 NODES 55, 9,67 C - Q=18.5 F=T 5.8 C= 120 Pe 0.00 K= Q/ (P) D= 1.080 6.4 0.0978-Pf 0.63 K= 18.50/( 11.54:).5 Pt 11.54 K= 5.45 1 q= 14.8 K= 5.60 2.5 -- -. Pt 6.98 - NODE 72 K= Q/ (PT D Q=-.. 14.8 F=ET • 8.1 C 120 Pe 0.00 ]J= 1.080 : 106 00647. Pf 0.68 K= 14.80/( 7.66 2 , Pt ,17.66 K= 5.35 - eáid Provenc'hex. & Associates, Inc..714-283-1100 Date:10-11-06 Sheet 5 Sprinkler System Analysis HOMEWOOD SUITES - HYDR AREA 1 TOTAL FLIEW AVAILABLE: Static Pressure 100.0 PSI - BUFFER ALLOWED: 10 %i1 Residual Pressure 95.0 PSI at Discharge of ..680 GPM .-Fm - MODE ELEVATION SPRK PRESSURE DISCHARGE FEET COEF PSI GPM -------------------------------------------------------------VERSION 3.0-- 1 . 29.5 11.6 2 28.9 12.1 3 . 28.9 12.1 4 29.5 'll.8- 28.9 12.1 6 - 28.9 12.1 7 1 29.5 -- - 11.8 8 29.5 11.8 9 4 29.5 -11.8 ' 28.9 12.1 •-' 1l71 . 27.7 . 12.6 12 ,4!- 27.7 - 12.6 13..--, 28.5 12.3 - 14 28.2 12.4- 15 28.2 12.4 161 28.5 12.3 - 17 27.7 12.6 18 28.5 12.3 19. 29.5 - 11.8 20. 27.7 • 12.6 21:: 28.5 12.3 22 28.2 12.4 23 27.7 . 12.6 .241 28.2 12.4 25-i . 27.7 12.6 261 29.5 11.8 27 29.5 • 11.8 28 1, 28.9 • 12.1 29 27.7 12.6 30 28.5 . 12.3 31 F • 27.7 • 12.6 32 28.2 12.4 . • 33 • 27.7 . • 12.6 34 • • 28.5 • • 12.3.. . . . . • 35 28.2 • • : • • 12.4 • • • 36 - 27.7 • - . • 12.6 • • • • 37 29.5 11.8 38 29.5 11.8 • 39 . 19.3 16.0 40 19.3 • 16.0 • • • • • •• 41 19.3 16.3 • • 42 19.3 16.3 • • • • 43 19.3 . 16.3 • 44 19.3 16.3 45 19.3 16.3 46- 9.6 20.1 eard'Provencher & Associates,. Inc.. 714-283-1100 Date:.-10-11-06 Sheet '-" :.H0MEW00D SUITES - HYDR AREA 1 NODE - ELEVATION . SPRK PRESSURE DISCHARGE •.... . ... •. NO. FEET COEF PSI GPM 47 8.6 -- 5.60 70 - -- 14.8 48 8.6 - ': 5.42 7.2 14.6 49 8.6 5.60 9.0 16.8 50 8.6 5.60 10.1 17.8 51 9.1 5.44 13.2 19.8 52 9.6 16.5 53 • . . 9.6. 19.5 54 8.0 5.60 13.6 20.6 55 - 9.1 5.45 14.6 20.8 56 -. 9.6 - 17.8 57 9.6 20.1 58 . 9.1 5.60 14.4 21.3 59 9.1-' 5.45 16.4 ..'22.1 60 9.6 18.7 ;. 61 . 9:6 • 21.2 - 62. . 9.6 . 24.2 63 9.1. . 5.60 19.8 24.9 64 " - -- 9. 6 21.5 -. 65 9.6 22.4 .. 66 - -' 9.1-. 5.60 14.8 21.6 67.' . 5.45 15.7 .21.6 68 9.6 19.2 69 21.7 70 • 9.6 20.8 71 . -8.6 1 18.1 72 -' . 8.0 • 5.35 18.3 22.9 . 73 9.1. 5.60 16.6 ,. 22.8 74 ' 9.6- 18.1 . 75 ' 9.6 , 20.3 76 .' 8.8 ' 20.8 ? 2 77 8.0 21.1 78 ' 8.0 21.1 79 8.0 21.1 . . 80 ' 8.8' ' 20.8 ' 81 ' 8.0 21.1 82 8.0 21.1 83 8.8 20.8 84 8.0 21.1 85 8.0 ' ' 21.1 ' 86 8.8 ' 20.8 87 8.0 - 21.1 88 ' 8.0 - ' 21.1 - -• 89 8.8 20.8 90 8.0 21.1 91 8.0 21.1 - 92 8.8 20.8 93 8.0 - 21.1 -• 94 8.8 20.8 - - 95 7.5 21.4 96 8.8 20.8 97 8.0 21.1 98 7.5 21.4 - eaIProvencher &Associates,inc:714283-1100 Date: .-10-11-06 Sheet ..7 HOMEWOOD SUITES - HYDR AREA 1 TNODE ELEVATION SPRK PRESSURE DISCHARGE - . NO. FEET COEF ..PSI !99 8.8 -------------------------------------------------------------------------- 20.8 100 8.8 -20.8 101 8.8 20.8 * 102 8.0 21.1 103 8.8 20.8 7.5 --21.4 05 7.5 21.4 106 8.8 20.8 - 107 10.6 S 20.0 108 10.6 20.0 1.09 20.2 15.9 -' 110 20.2 15.9 ill 20.2 515.9 112 20.2 G15.9 / -.113 19.8 16.O -114 . 12.0 --19.4 ¶ 115 12.0 . c 19.4 21.6 15.3 -117 21.6 15.3 -118 21.6 -''15.3 -l9 21;6 . 15.3 120 19.8 116.0 10.6 ff20.0 122 10.6 720.0 123 20.2 15.9 124 202 15.9 - 125 20.2 15.9 126 20.2 15.9 --27 19.8 716.0 28 19.8 "lG.O - i29 8.8 20.8 8.8 20.8 31 7.5 21.4 .132 7.5 21.4 133 7.5 21.4 134 8.8 20.9 7.5 -- 21.4 136 7.5 -21.4 -• • 137 8.8 • 20.9 8.5 21.0 .. .. • 7.5 : 921.4 8.5 ' 21.0 - - 141 8..8 • 20.9 142 7.5 21.4 143 8.5 21.0 . 144 7.5 21.4 ' • . . •• . ' 145 8.5 21.0 146 8.8 ' 20.9 147 8.8 20.9 148 9.6 20.5 • 149 8.0 21.2 150 8.0 '21.2 U eard'Provencher & Associates, Inc -:714-283-1100 Date: 10-11-06.-,Sheet 8.- HOMEWOOD SUITES - HYDR AREA 1 - NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI ------------------------------------------------------------------------------------ GPM 151 7.3 21.5 - - 152 8.0 _-21.2 153 8.0 21.2 154 7.3 21.6 155 7.3 21.6 156 9.6 :20.6 .: = 157 9.6 26.1 - 158 1.0 32.5 - 159 0.0 33.4 250.0 Hydrant Flow 160 0.0 j 33.6 . 161 0.0 33.7 162 0.0 33.6 -163 0.0. 33.7 • 164 0.0 . . ;33.7 - - - 165 0.0 1. i39.8 Supply Pointc.. 166 8.0 5.60 18.0 . 23.8 - 167 9.6 19.5 • - •.. • - . .---- - heard Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 9 HOMEWOOD SUITES - HYDR AREA 1 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO NODE GPM FITTING TYPE FTG LOSS PSI - NO. DIAMETER - TOTAL * PSI/FT NOTES ------------------------------------Beard----------------------VERSION 3.0-- q= 0.0 K= -0.00 181.5 Pt 11.6 Pt 11.6 1 Q= 9.3 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 2.003 211.5 0.0009 Pf 0.2 Pn 11.6 4 Pt 11.8 ------------------------------------Beard---------------------------------- q 0.0 K= 0.00- 9.8 Pt 11.8 Pt 11.8 4 : Q= 9.3 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 2.003 11.8 0.0009 Pf 0.0 Pn 11.8 Pt 11.8 ------------------------------------Beard----------------------------------- 7 q= 0.0K= 0.00 15.2 Pt 11.8 Pt 11.8 Q= 9.3 F=T3R 13.0 C= 150 Pe 0.0'Pv -0.0 Vf/s= 0.9 D= 2.-003 28.2 -0-.0009 Pf 0 0 Pn 11.8 -. q= 0.0 K= 10.00 214.7 - Pt 11.8'Pt 11.8 8 Q= 12F=2T20R 400 C=150 Pe 0.0 Pv -00 Vf/s= 0.1 D= 2.003 254.7 0.0000 Pf 0.0 Pn 11.8 ----- q= 0.0 K= 0.00 51.8 Pt 11.8 Pt 11.8 9 . Q= 0.8 F=T5R 15.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 ]D=2.003 66.8 0.0000 Pf 0.0 Pn 11.8 -19 - Pt 11.8 ---- ---------------------------------Beard---------------------------------- -19q= 0.0 K= 000 1 650 Pt 11.8 Pt 118 19j 0= 0.8 F=8R 8.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 2.003 73.0 0.0000 Pf 0.0 Pn 11.8 27 Pt 11.8 -------- ----------------------------------- Beard -------------- -------------------- .21 q= 0.0' K= 0.00 100.4 Pt 11.8 Pt 11.8 27 'Q= 0.8F=E11R 22.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 2.003 122.4 0.0000 Pf 0.0 Pn 11.8 37 Pt 11.8 -----------------------------------Beard------------------------------------ 3 q= 0.0 K= 0.00 - 96.3 Pt 11.8 Pt 11.8 37 -3 Q= 0.8 F=T11R 21.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 2.003 117.3 0.0000 Pf 0.0 Pn 11.8 - 38 Pt u.s ------------------------------------Beard----------------------------------- -- q= 0.0 K= 0.00 2.0 Pt 11.8 Pt 11.8 381 Q= 8.1 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D= 2.003 12.0 0.0007 Pf 0.0 Pn 11.8 38 Pt 11.8 -----------------------------------Beard---------------------------------- 39 q= 0.0 K= 0.00 11.6 Pt 16.0 Pt 16.0 39 Q= 9.3 F=ET 21.0 .C= 150 Pe -4.4 Pv -0.0 Vf/s= 0.9 D= 2.003 32.6 0.0009 Pf 0.0 Pn 16.0 1 • Pt 11.6 ------------------------------------Beard---------------------------------- S. . (.. eard'Provencher & Associates, Inc.714-283-1100 Date: 10-11-06 Sheet 10 H HOMEWOOD SUITES HYDR AREA 1 .5 PIPE FLOW K-FACTOR LENGTH.. FRICTION PRESSURE .... NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT '.. NOTES ----------------------------------------Beard---------------------VERSION 3.0--- - 9 q= 0.0 K= 0.00 11.6 Pt 11.8 Pt 11.8 40 Q= 0.4 F=ET 21.0 C= 150 Pe 4.4 Pv -0..0 Vf/s= 0.0 D= 2.003 32.6 0.0000 Pf 0.0 Pn 11.8 42 Pt 16.3 -----------------------------------------Beard------------------------------ 38 q= 0.0 K= 0.00 11.6 - . Pt .11.8 Pt 11.8 41 Q= 8.9 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 Vf/s= 0.9 D= 2.003 32.6 0.0008 Pf 0.0 Pn 11.8 45 Pt 16.3 ------------------------------------------Beard----------------------------------- 39 q= 0.0 K= 0.00 1.4 Pt 16.0 Pt 16.0 42 Q= 10.0 F=T . 10.0 C=150 Pe .0.0.Pv -0.0 •; Vf/s= 1.0 D= 2.003 11.4 00010. Pf .0.0 -Pn- 16.0 - 40q= 0.0 K= 0.00 206.5 Pt 16.0 Pt 16.0 43 Q= 10.0 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 • Vf/s= 1.0 D= 2.003 241.5 A. 0010 Pf '0.2 Pn 16.0 41 Pt 16.3 ---------------------------------------Beard---------------------------------- 43 q= 0.0 K= 0.00 214.7 . Pt 16.3 Pt 16.3 • . i 44 Q= 0.3 F=TT 20.0 C=' 150 Pe .0.0 Pv. -0.0 Vf/s= 0.0 D= 2.003 234.7 0.0000 Pf 0.0 Pn 16.3 41 . . . . -.5 . . Pt 16.3 -----------------------------------------Beard----------------------------------- 42 q= 0.0.K= 0.00 14 Pt 16.3 Pt 16.3 45 Q= 1.9 F=T . 10.0 C= 150 Pe . 0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 11.4 0.0000 Pf 0.0 Pn 16.3 43 q= 0.0 K= 0.00 316.3 -' Pt 16.3 -Pt 16.3 46 Q . 1.6F=3T35R. .650 C=150 Pe 0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 381.3 0.0000 Pf 00 Pn 16.3 • .44 • Pt 16.3 ----------------------------------------Beard---------------------------------- 41 q= 0.0 K= 0.00 2.0 Pt 16.3 Pt 16.3 47 Q= 10.3 F=T . 10.0 C= 150 Pe 0.0 Pv -0.0 5 Vf/s= 1.0 D= 2.003 12.0 0.0011 Pf 0.0 Pn 16.3 44 q= 0.0 K= 0.00 • 1.4 Pt 16.3 Pt • 16.3 48 Q= 11.9 F=T . 10.0 C= .150 Pe i0.0Pv -0.0 .Vf/s= 1.2 D= 2.003 114 0.0014 Pf p0.0 Pn 16.3 45 - - Pt 16.3 -- S S• ----------------------------------------Beard---------------------------------- 46 q= 0.0 K= 0.00 11.2 Pt 20.1 Pt 20.1 49 0= 19.3 F=ET 21.0 C= 150 Pe -4.2 Pv -0.0 Vf/s= 2.0 D= 2.003 32.2 0.0035 Pf 0.1 Pn 20.1 39 Pt 16.0 ----------------------------------------Beard---------------------------------- eardProvencher & Associates, Inc. 314-283-1100 Date; 10-11-06 Sheet 11 - HOMEWOOD SUITES - HYDR AREA 1 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE .c. NO. NOD GPM FITTING TYPE FTG LOSS PSI NO, DIAMETER TOTAL PSI/FT NOTES --------------------------------------Beard---------------------VERSION 3.0-- 130q= 0.0 K= 0.00 11.2 Pt 20.8 Pt 20.8 - 50 Q= 1.4 F=TT 20.0 C= 150 Pe -4.5 Pv -0.0 Vf/s= 0.1 D= 2.003 31.2 0.0000 Pf 0.0 Pn 20.8 42. Pt 16.3 ---------------------------------------- -Beard----------------------------------- 45q= 0.0K= 0.00• 11.2 Pt 16.3 Pt 16.3 51 JQ= 20.8 F=ET, 21.0C= 150 Pe 4.2 Pv -0.0 Vf/s= 2.1 D= 2.003 32.2 0.0040 Pf 0.1 Pn 16.3 1561 Pt 20.6 -- -Beard ----------------------------------- 167.q= 0.0 K= 0.00 156.2 Pt 19.5 Pt 19.5 52 •= 19.3 F=15R 15.0C= 150 Pe 0.0 Pv -0.0 2.0 D= 2'.003 171 2 0 0035 Pf 0.6 Pn 119.5 461 Pt 20.1 Beard------------------------------------- 166= 238K= 560 80 Pt 18.0 Pt 180 53 Q= 23 8 F=T 5.8 C= 120 Pe -0.7 Pv -0.5 - - Vf4s= 8.3 D= 1.080 13.8 0.1561 Pt 2.2 Pn 17.6 --- _167= 00K=000 56 Pt 19.5 Pt 195 54 Q= 45F=2R 20 C=150 Pe 0 .0 Pv -00 Vf/= 0.5 D= j.003 7.6 0.0002 Pt 0.0 Pn 19 5 53- . Pt 19.5 Beard------------------------------------- - 47 -= 148K= 560 38 Pt 7 .0 Pt 70 55 b= 14.8 F= 0.0 C= 120 Pe 0.0 Pv -0.2 .... Vf/s= 5.2 D= 1.080 3.8 0.0642 Pt 0.2 Pn 6.8 _7 --------------------------- 48= • 14.6 K= 5.42 5.3 Pt 7.2 Pt: 7.2 56 1= 29.4 F=E 2.3 -C= 120 Pe 0.0 Pv , -0.7 Vf/s 10.3 D= 1.080 7.6 0.2300 Pt 1.7 Pn 6.5 49 16.8 K= 5.60 7.5 Pt 90 Pt 9.0 -- 57 Q= 46.2F= 0.0 C=120 Pe 0.0 Pv -0.6 Vft= 9.5 D= 1.408 7.5 0.1468 Pf 1.1 Pn 8.4 - --------------- 50 q= 17.8 K= 5.60 5.9 Pt 10.1 Pt 10.1 58 . Q= 63.9 F=EE • 6.6 C= 120 Pe -0.2 Pv -1.2 Vf/= 13.2 D= 1.408 12.5.0.2691 Pt 3.4 Pn 8.9 - . 51 q= 19.8 K= 5.44 7.9 Pt 13.2 Pt 13.2 59 Q= 83.7 F= 0.0 C= 120 Pe -0.2 Pv -2.0 Vf/s= 17.2 D= 1.408 • 7.9 0.4406 Pt 3.5 Pn 11.2 52 q= 0.0 K= 0.00 3.8 Pt 16.5 Pt 16.5 60 Q= 83.7.F=T 6.0 C= 150 Pe 0.0 Pv -2.1 Vf/s= 17.6 D= 1.394 9.8 0.3073 Pt 3.0 Pn 14.4 eardProvencher & Associates, Inc.-714-283-1100 Date: 10-11-06 -12 - : HOMEWOOD SUITES - HYDR AREA I PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE V GPM FITTING TYPE FTG V LOSS PSI V - --NO. DIAMETER TOTAL PSI/FT NOTES -----------------------------------------Beard---------------------VERSION 3.0-- V 53 q= 0.0 K= 0.00 7.5 V Pt 19.5 Pt 19.5 61 Q= 88.2 F=3R 3.0 C= 150 Pe 0.0 Pv -0.5 V Vf/s= 9.0 D= 2.003 10.5 0.0579 Pf 0.6 Pn 19.0 57 V - Pt 20.1 ------------------------------------------Beard---------------------------------- 54q= 20.6 K= 5.60 10.0 Pt 13.6 Pt 13.6 V 62 Q= 20.6 F=E 2.3 1C= 120 Pe -0.5 Pv -0.4 . V Vf/s= 7.2 D= 1.080 V 12.3 0.1202 Pf 1.5 Pn 13.2 55q= 20.8K= 5.45 7.9 - Pt 14.6 Pt 14.6 63 0= 41.4 F= 0.0 C= 120 Pe -0.2 Pv -1.4 Vf/s=- 14.5 D= 1.080 7.9 0.4356 Pf 3.4 Pn 13.1 V .-• V 56q=. 0.0 K= 0.00 3.8 Pt 17.8 Pt 17.8 64 0= 41.4 F=T 5.0 C= 150 Pe 0.0 Pv -1.3 Vf/s=. 14.0 D= 1.101 V 8.8 0.2635 Pf 2.3 Pn 16.5 V V 57 q= 0.0 K= 0.00 V 8.5 P 20.1 Pt V 20.1 -65 - Q= 129.6 F=R • 1.0 C= 150 Pe 0.0 Pv -1.2 V Vf/s= 13.2 D= 2.003 V 9•5 0.11817 Pf V 1.1 Pn18.9 V V - 6.1 V t 21.2 -----------------------------------------Beard--------------------------- --- 58 q= 21.3 K= V50 11.2 Pt 14.4 Pt 14.4 66 - 0= 21.3 V F=EE V 46 .C=12D5_VPe 0.0VPV --0.4 - - Vf/s= 7.4 D= 1.080 V 15.8 0.1271 Pf 2.0 Pn 14.1 59 q= 22.1 K= 545 79 Pt 16.4 Pt 16.4 67 • 0= 43.4 F= 0.0 C= 150 Pe -0.2 Pv. -1.6 V Vf/s= 15.2 ]J= 1:080 7.9 0.3139 Pf 2.5 Pn :14.9 V 60 q= 0.0 K= 0.00 3.8 Pt 18.7 Pt 18.7 68 0= 43.4 F=T 5.0 C= 150 Pe 0.0 Pv -1.4 Vf/s= 14..6 D= 1.101 8.8 0.2869 Pf 2.5 Pn 17.3 61 q= 0.0 K= 0.00 4.6 Pt 21.2 Pt -21.2 .- 69 - Q= 173.0 F=T 10.0 C= 150 Pe 0.0 Pv -2.1 - Vf/s= 17.6 D= 2.003 14.6 0.2016 Pf 2.9 Pn 19.1 V: 62 • Pt 24.2V V •VV ---------------------- - ------------------ Beard ------------- -- - -- - - - - - - - - - - - - - - - - - V 65 q= 0.0 K= 0.00 . 3.5 Pt 22.4 Pt 22.4 V - 70 Q= 133.1 F=TR V 11.0 C=-150 Pe QVQ Pv--1.2 Vf/s= 13.6 D= 2.003 14.5 0.1241 Pf 1.8 Pn 21.1 62 • Pt 24.2 ----------------------------------------Beard---------------------------------- 63 q= 24.9 K= 5.60 8.5 Pt. 19.8 Pt 19.8 71 Q= 24.9 F=E 2.3 C= 120 Pe -0.2 Pv -0.5 Vf/s= 8.7 D= 1.080 10.8 0.1110 Pf 1.8 Pn 19.3 V eadiProvencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 13 HOMEWOOD SUITES - HYDR AREA 1 PIPE FLOW . K-FACTOR LENGTH FRICTION PRESSURE ... . NO. ODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES -----------------------------------------Beard---------------------VERSION 3.0-- ]64q= 0.0 K= 0.00 3.8 Pt 21.5 Pt 21.5 .- 72 Q= 24.9 F=T 5.0 C=150 Pe 0.0 Pv -0.5 H Vf/s= 8.4 D= 1.101 8.8 0.1030 Pf 0.9 Pn 21.0 65 . Pt 22.4 ---4-----------------------------------Beard---------------------------------- 69 q= 0.0 K= 0.00 6.3 Pt -21.7 Pt 21.7 731 Q= 108.2 F=RR 2.0 C=-150 Pe 0.0 Pv -0.8 ].Vf/s= 11.0 . D= 2.003 8.3 0.0845 Pf '-0.7 Pn 20.9 65 Pt 22.4 66 q= 21.6 --------------------------------- - K= .60 4.3 Pt 5---Beard---------------------------------- 14.8 Pt 148 74. Q= 21.6 F=E 2.3 C=120.Pe 0.0 Pv -0.4 1iVf/s= 7.5D=1.080 6.6 0.111 Pf 0:9 Pn 14.4- 67 q= 21.6 K= 5.45 . 7.9 Pt 15.7 Pt 15.7 :- 75: Q= 43.1 F= 0.0 'C=].20 Pe :-0.2 Pv -1.5 - - Vf/s= 15.1 D= 1.080 7.9 0.4695 Pf 3.7 Pn 14.1-- :168 q= 0.0 K= 0.00 3.8 Pt -19.2 Pt 19.2 767 0= 43.1F=T -• 5.0 .C=150 -Pe 0.0-,Pv -1.4 - 14.5 D= 1.10. 8.8 .0.2840 Pf 2.5 Pn 17.8 169 - - - Pt 21.7 . . - ---------------------------------------Beard ----- -. ------------------------------- ..170 q= 0.0 K= 0.00 14;5 . Pt 20.8.Pt 20.8 77 Q= 65.0 F=T3R 13.0 -C=-150 Pe 0.0 Pv -0.3 v iVf/s= 6.6 D= 2.003 27.5 0.0329 Pf 0.9 Pn 20.5 Pt .21.7 ----------------------------------------Beard----------------------------------- - 75 q= 0.0 K= 0.00 31.6 Pt '20.3Pt 20.3 1 78 Q= 38.2 F=5R 5.0 C= 150 Pe 0.0 Pv -0.1 .HVf/s= 3.9 D= 2.003 36.6 -0.0123 Pf 0.5 Pn 20.2 - 70 Pt 20.8 ----------------------------------------Beard---------------------------------- 72 q= 22.9 K= 5.35 2.3 Pt 18.3 Pt 18.3 80. 0= 22.9 F=ET 9.9 'C=120 Pe -0.7 Pv -0.1 1Vf/s= 4.7 D= 1.408 12.2 0.0402 Pf 0.5 Pn 18.2 - Pt 18.1 • -. ----------------------------------------Beard---------------------------------- 73 q= 22.8 K= 5.60 • 9.8------- Pt---16.6-Pt 16.6 81 1. Q= 22.8 F=E 2.3 (C=120 Pe -0.2 Pv -0.4 .-Vf/s= 8.0 D= 1.080 12.1 0.1449 Pf 1:8 Pn 16.2 • 74 q= 0.0 K= 0.00 18.8 Pt 18.1 Pt 18.1 82 • Q= 45.7 • F=ET 13.1 C= 120 Pe 0.0Pv -0.3 Vf/s= 6.9 D= 1.639 31.9 0.0688 Pf 2.2 Pn 17.8 75 q= 0.0 K= 0.00 . 135.3 Pt 20.3 Pt 20.3 83 0= 7.5 F=2E2T15R 57.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.8 D 2.003 192.3 0.0006 Pf 0.1 Pn 20.3 ear.Provencher & Associates, Inc: 714-283-1100 Date: 10-11-06 Sheet 14 HOMEWOOD SUITES - HYDR AREA 1 :. PIPE FLOW K-FACTOR LENGTH . FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL :PSI/FT NOTES ------------------------------------Beard---------------------VERSION 3.0--- 76 q= 0.0 K= 0.00 0.9 Pt 20.8 -Pt - 20.8 84 Q= 7.5 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D= 2.003 1.9 0.0006 Pf 0.0 Pn 20.8 83 Pt 20.8 ------------------------------------Beard------------------------------------ 78 q= 0.0 K= 0.00 9.0 Pt 21.1 Pt 21.1 85 Q= 0.9 F=R 1..0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.3 D=. 1.101 10.0 0.0002 Pf 0.0 Pn 21.1 77 Pt 21.1 -------------------------------------Beard----------------------------------- 79 q= 0.0 K= 0.00 7.5 .. i Pt 21.1 Pt 21.1 - - 86 Q= 0.9F=R 1.0 C= 150 Pe 0.0 Pv -0.0 . . Vf/s= 0.3 D=nl.101 8.5 00002 Pf 0.0 Pn 21.1 L-r 78 Pt 21.1 --------------------------------------Beard---------------------------------- 80 g= 0.0 K=. 0.00 3.3 Pt 20.8 Pt 20.8 87 Q= 0.9 F=T- - 5.0 .C=150 •Pe' "0.3 Pv -0.0 - Vf/s= 0.3 D=.1.101 8.3 .0 .0002 Pf 0.0 Pn 20.8 79 Pt 21.1 _______________-- -Beard------------------------- 81 g= 0.0 K= 0.00 . 10.7 ;'---; Pt 21.1 Pt, 21.1 88 Q= 0.9 F=R- . 1.0 :C= 150 Pe -0.3 Pv- -0.0 Vf/s= 0.3 D=1.101 11.7 0.0002 Pf 0.0 Pn 21.1 80 -..•--.- . Pt 20.8 -..- ---------- ------------------------------ Beard ----------------------- ------------ 82 q= 0.0 K= 0.00 6.8 Pt 21.1 Pt. 21.1 89 Q= 0.9 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.3 D= 1.101 7.8 0.0002 Pf 0.0 Pn 21.1 81 :1:. Pt 21.1 Pt -----------------------------------Beard---------------------------------- 83 q= 0.0 K= :0.00 . 4.5 Pt 20.8 Pt 20.8 . 90 Q= 0.9 F=T . 5.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.3 D= 1.101 9.5 .0.0002 Pf 0.0 Pn 20.8 82 .. Pt 21.1 -----------------------------------Beard----------------------------------- 83 q= 0.0 K= .0.00 5.8 - Pt 20.8 Pt 20.8 ?..2 91 Q= 6.6 F=R 1.0 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 2.003 6.8 0.0005 Pf 0.0 Pn 20.8 86 Pt 20.8 ---------------------------------------- Beàrd --------------------------------;_i.-_-... 86 q= 0.0 K= 0.00 10.8 Pt 20.8 Pt 20.8 2 94 0= 6.6 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 2.003 11.8 0.0005 Pf 0.0 Pn 20.8 89 Pt 20.8 ------------------------------------Beard---------------------------------- 89 q= 0.0 K= 0.00 9.0 Pt 20.8 Pt 20.8 97 Q= 6.6 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 2.003 10.0 0.0005 Pf 0.0 Pn 20.8 101 Pt 20.8 ------------------------------------Beard---------------------------------- eard%Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 15 H - . HOMEWOOD SUITES -I(DR AREA 1 PIPE -FLOW K-FACTOR LENGTH FRICTION- PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI :No. DIAMETER TOTAL PSI/FT NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 77 q= 0.0 K= 0.00 5.9 - Pt 21.1 Pt 21.1 - - 108 1 Q= 0.9 F=T 8.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.1 D= 1.598 13.9 0.0000 Pf 0.0 Pn 21.1 • 100 q= 0.0 K= 0.00 23.6 - Pt 20.8 Pt 20.8 - 109 . : Q= 0.9 F=2ET 32.0 C150 Pe 0.0 Pv --0.0 Vf/s= 0.1 D= 2.003 55.6 0.0000 Pf 0.0 Pn 20.8 _ --------------- IQi q= 0.0 K= 0.00 4.7 Pt 20.8 Pt 20.8 .110! .Q= 7.5 F=R 1.0 C=150 Pe 0.0 Pv -0.0 ff/s= 0.8 D= 2.003 5.7 0.0006 Pf 0.0 Pn 20.8 10? -. -•. - - - Pt 20.8 - - - - ------ ---------------------------------- Beerd ------- ---- -- -- --------------------- q= 0.0 K= 0.00 . 5.7 Pt 20.8 Pt 20.8 -.112 -. Q=7.5 F=R •. 1.0 C= 150 Pe .0.0 Pv -0.0 Vf/s= - 0.8 D= 2.003 : 6.7 0.0006 Pf 0.0 Pn 20.8 Pt 20.8 -----------------------------------------Beard 106 q= - 0.0 K= 0.00 . 4.3 Pt 20.8 Pt 20.8 115 Q= -.7.5 F=R -. - 1.0 C=150 Pe 0.0-Pv -0.0 - .- - • . 0.8 D= 2:003 5.3 0.0006 Pf 0.0 Pn .20.8 •-. - 129 - -. . Pt 20.8 - - -------------- - ---------- ------ ------------Beard ---------- - ----------------------- -12,9 q= 0.0 K= 0.00 7.5 Pt 20.8 Pt 20.8 138 .4, Q= 7.5 F=T . 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D= 2.003 17.5 0.0006 Pf 0.0 Pn 20.8 1 q= 0.0 K= 0.00 51.8 Pt 20.8 Pt - 20.8 139 Q= 6,0 F=TTEE10R 52.0 C150 Pe -0.3 Pv -0.0 V/s= 0.6 D= 2.003 103.8 -0.0004 Pf 0.0 Pn 20.8 . 14p - . Pt - 20.5 - -----------------------------------------Beard---------------------------------- 14,8 q= 0.0 K= 0.00 19.1 Pt 20.5 Pt 20.5 157 Q= 6.0 F=3R 3.0 C= 150 Pe 0.7 Pv -0.0 • - -V/s= - 0.6 D= 2.003 22.1. 0.0004 Pf 0.0 Pn 20.5. ' •.• - 149 q= 0.0 K= 0.00 16.0 • Pt 21.2 Pt 21.2 . . 158 . , Q= 6.0 F=RR 2.0 C= 150 Pe 0.0.Pv -0.0 .- - - Vf/s= - 0.6 D= 2-003 18.0 0.0004 Pf 0.0 Pn 21.2 i0 q= . 0.0 K= 0.00 16.0 - - Pt -21.2 Pt -. 21.2 159 Q= 6,0 F=RR 2.0 C= 150 Pe 0.3.Pv -0.0 Vf/s= 0.6 D= 2.003 18.0 0.0004 Pf 0.0 Pn 21.2 151 q= 0.0 K= 0.00 16.0 Pt 21.5 Pt 21.5 160 Q= 6.0 F=RR 2.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.6 D= 2.003 18.0 0.0004 Pf 0.0 Pn 21.5 eard Provencher & Associates, Inc.-1714-283-1100 Date 10-11-06 Sheet 16 HOMEWOOD SUITES - HYDR AREA 1 -: PIPE . FLOW K-FACTOR LENGTH FRICTION PRESSURE .; NO. NODE GPM FITTING TYPE FTG''5':LOSS PSI •- NO. DIAMETER TOTAL PSI/FT NOTES ----------------------------------------- Beard --------------------- VERSION, 3.07-. 152 q= 0.0 K= 0.00 16.0 Pt 21.2 Pt 21.2 161 Q= 6.0 F-RR 2.0 C=150 Fe 0.0 Pv -0.0 Vf/s= 0.6 D= 2.003 18.0 0.0004 Pf 0.0 Pn 21.2 153 q= 0.0 K= 0.00 16.0 • Pt 21.2 Pt --------------- 21.2 162 Q= 6.0 F=RR :2.0 --C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.6 D= 2.003 18.0 .O.0004 Pf 0.0 Pn 21.2 -.. 154 q= 0.0 K= 0.00 147 Pt i2l .6 Pt 21.6 163 Q= 6.0 F=RR 2.0 C= -150 .Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 2.003 16.7 O.0004 Pf 0.0 Pn 21.5 --. 155q= 0.0 K= 000 1255- Pt 21.6 Pt 216 -- 164 Q= 6.0 F=ET16R 37.0 :C=150 Pe -1.0 Pv -0.0 Vf/s= 0.6 D= 2.003 162.5 O..0004 Pf 0.1 Pn 21.6 156q= 0.0 K= 000 20 Pt 20.6 Pt 206 165 Q= 26.8 F=TT .. 20.0 C= 150 Fe 0.0 Pv -0.1 Vf/s= 2.7 D= 2.003 22.00.0064 Pf 0.1 Pn 20.6 • 70 Pt 20.8 _. :-Beard----------------------- 62 q= 0.0 K= 000 22.0.:: Pt 24.2 Pt 24.2 166 Q= 306.1 F= 0.0 C= 150 Pe 0.0 PV 1.4. - 2.8 Vf/s= 14.3 D= 2.952 22.0T:-0.0878Pf 2.8 157q= 0 .0 K= 000 132 Pt 26 .1 Pt 261 167 Q= 306.1 F=LLL 21.8 C= 120 Pe 3.7 Pv -0.9 Vf/s= 11.4 D= 3.314 35.0 :0.0755 .Pf 2:6 Pn 25.2 158q= 0.0 K= 000 600 Pt 325 Pt 325 168 Q= 306.1 F=6LGT 155.8 C= 150 Pe 0.4 Pv -0.1 Vf/s= .3.2 D= 6.280 215.8 0.0022 Pf 0.5 Pn 32.4 159 q= 250.0 ADD HYD FLOW 256.0 Pt 33.4 Pt 33.4 169 Q= 315.7 F=LGT 73.9 .C= 150 Pe :--0.0 Pv -0.0 - - Vf/s= 2.0 D=7.970 329.9 0.0007 Pf 0.2 Pn 33.4. 160q= 0.0 K= 000 820 Pt :33.6 Pt 336 170 Q= 293.8 F=GGT . 61.1 -C=150 Pe 0.0Pv -0.0 . -.•• Vf/s= 1.9 D= 7.970 143.1 0.0006 Pf 0.1 Pn 33.6 161 q= 0.0 K= 0.00 250.0 Pt - 33.7 Pt 33.7 171 Q= 293.8 F=GT 80.2 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.3 D= 9.780 330.2 0.0002 Pt 0.1 Pn 33.7 165 <<<<<<<< Supply point >>>>>>>> Pt 33.8 FIXED DEVICE: Double Detector Check Valve Pt 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 39.8 pressure added. -----------------------------------Beard---------------------------------- eardProvencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 17 i HOMEWOOD SUITES - HYDR AREA 1 - PIPE1 FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI - ITO. DIAMETER TOTAL PSI/FT NOTES ------------------------------------ Beard---------------------VERSION 3.0-- 10 q= 0.0 K= 0.00 580.0 Pt 33.6 Pt 33.6 - 172 Q= 21.9F=LLGG 48.3 C=150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 7.970 628.3 0.0000 Pf 0.0 Pn 33.6 162 Pt 33.6 - - - - - - - - - - Beard ------------------------- ---------- 19 q= 250.0 ADD HYD FLOW 480.0 Pt 33.4 Pt 33.4 - ---------- 173 . Q= - - - - 240.4 - - - - - - - - - - - - - F=LGT 73.9 C=;J.50 Pe 0.0 Pv -0.0 ;'f/s= 1.5 D=7.970 553.9 0.0004 Pf 0.2 Pn 33.4 --------------- 12 q= 0.0 K= '0.00 132.0 Pt 33.6 Pt 33.6 174 4 . Q= 262.3 F=G 5.7 C= 150 Pe 0.0 Pv -0.0 . Vf/s= 1.7 D= 7.970 137.7' 0.0005 Pf 0.1 Pn 33.6 -7- -------- 13 q= -0.0 K= -.0.00 85.0 Pt 33.7 'Pt 33.7 :. •. .: 175 . Q=262.3 F=LGT '103.5 C= 150 Pe 0.0 Pv -0.0 -- - .••' 27f /s= 1.1 D=1 9.780 188.5 0.0002 Pf .0.0 Pn 33.7 1.64 q= 0.0 K= 0.00 . 630.0 Pt 33.7 Pt 33.7 176 Q= 262.3 F=TG 82.6 C= 150 Pe 0.0 Pv- -0.0 --Vf/s= 0.8 D=11.630 -- 712.6 0.0001 Pf 0.1 Pn33.7 1c5 <<<<<<<< Supply point >>>>>>>> Pt 33.8 . - - . ------1' ' ------- --- FIXED DEVICE:' Double Detector Check Valve- Pt' 6.0 NOTE: Fixed E TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 39.8 . - pressure added --------------------------------------Beard 4,1 - ( .Y-i ? 1• J .. Beard Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 18 * HYDRAULIC DESIGN INFORMATION SHEETV Name _'HOMEWOOD SUITES (HYDR AREA 2) Date 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No.___________ Building Drawing No.FP3 Contractor APEX FIRE PROTECTION, INC. (818) 266-9151 Contract No.__ D3356 Construction: COMBUSTIBLE * NON-COMBUSTIBLE Ceiling Ht.8 ft Occupancy FRONT OFFICE S NFPA 13: *Lt.Haz. Ord.Haz. Gr._1_2_3 ** Ex.Haz.j_2 Y : NFPA: 13D 13R. 231 .231C Figure Curve_______ S : Other (Specific ruling) T : Authority having Jurisdiction CARLSBAD FIRE DEPT -. E : M :Area of Sprinkler operation 1,067: -**-,SYSTEM TYPE** Density .10 : _Wet _Dry _Deluge __Pre-Action ID : Area per sprinkler 105-150 :.--------------------------- E: Hose allowañceGPM: inside ** SPRINKLER or NOZZLE ** S : Hose allowance GPM: outside 100 : Make __TYCO Model TYFRB OR I : Rack sprinklers allowance : Orifice Size 1/2" K-Factor 5.6 Temperature rating 155 deg. N CALCULATION : GPM required 359.3 PSIrequired t75.7_at baseofA.S.Riser SUMMARY : GPM required 459.3_ PSIrequired -83.l at point of supply. C-Factor used: Overhead 120 _- Underground __150 WATER FLOW TEST **** • ** pjJ4* TANK * WELL ** E : Test Date APR2005 : Pump Capacity N.A. _-- R :.Static PSI 100 : Pump Pressure Residual PSI 1 95 Pump Elevation S GPM Flowing 680: Tank Capacity N.A. .0 : Elevation Grade _: Tank Elevation P.: : Well Proof Flow N.A. P : ----------------------------------------------------------------------------- L .: Location Point of Connection Y : Source of information WESTCOASTFIREPROTECTION. C : Commodity O : Location . : Class___________ M : Storage Height _: Aisle width .: Area____________ Storage Method: Solid piled __% Palletized ___% Rack % O : Plastics - D : I: T : : _Single row _Conventional pallet _Automatic storage _Encapsulated Y : _Double row _Slave pallet _Solid shelving Non- :R Multiple row _Open Encapsulated S, :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal Transverse : ft. in. R: : A : : G : : Horiz. barriers provided E BeardProvencher &Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 19 HOMEWOOD SUITES (HYDR AREA 2) itIIlIIllIIIIIJlIIiIIIIIiII1IIIlIIIIIIIIIIIIIIIII1II 111 liiiiiiiiiiiiiiiiiiiiitillillilillilI III 100 90—i D __ ___ 8.5 0 .................................................................................................. r 70---- e 65OE s = : 1. r P . . - . . .. . . . ., __•;•=: .. e. 450=.......... -: U . ............................................................. 250 ................................................................ 20-;—: 350E.......i ................................................ .:.......................................... 150 I 30f -......................... ......... ................. ............... ........ .S................ .io---:......................:....................................................................................................................... - $5 510: - 100 200 300 400 500 600 . -.700 ..-- 800 900 1000 Water :Flow GPM - . LETTER DESCRIPTION A = Static Pressure of 100.0 p.s.i. B = Residual Pressure of. 95..0.p;s.i. at680.0G.P.M.. C = 90.0 percent Static . 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0G.P.M. E = Elevation Pressure F Base of Riser Demand G = Point of Conn Demand The City Supply provides which leaves a buffer of 3.5 p.s.i. Elev of 8.0 ft. 75.7 p.s.i. at 359.3 G.P.M. 83.1 p.s.i. at 459.3 G.P.M. 97.6 p.s.i. at 459.3 G.P.M. 14.5 p.s.i. at system demand. heard Provencher & Associates; Inc._714-283-1100 Date: 09-01-06--..Sheet. HOMEWOOD SUITES - HYDR AREA 2 K -FACTOR CALCULATIONS PIPE FLOW K-FACTOR - LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT ---. NOTES.' 1 q= 14.8 K= 5.60 2.6. ------------------------------------------------------------------------------- Pt 6.98 NODES 77-1 A Q= 14.8 F=ET 12.0 C= 150. Pe 0.00 K=Q/(P) D= 1.101 14.6 0.0390 Pf 0.57 K= 14.80/( 7.55 ) 2 -- Pt 7.55 K= 5.39 1q= 14.8 K= 5.60 O'B Pt 6.98 NODE 82 B Q= 14.8 F=T 5:0 C=J50 Pe 0.00 K= Q/(P)'5 D= 1.101 58 0.0390 Pf 0.23 K= 14.80/( 7.21,)'5 2 Pt 7.21 K= 5.51 1 q= 14.8 K= :5.60 1.8 : Pt 6.98 NODE 97 C Q= 14.8.'F=ET. '- 120 C=-150 Pe 0.00 K= Q/(P)5 D= 1.101 13.8 0.0390 Pf 0.54 K= 14.80/C 7.52 ).5 2 ,..--.-.- Pt 7.52' K= 5.40 1 q= 14.8 K= 5.60 1.8 Pt 6.98 NODE 102 Q= 14.8 F=2ET Z, ID 190 C= 150 Pe 0.00 K= Q/(P) D= 1.101 . 20.8 0.0390 Pf 0.81 K= 14.80/( 7.79 ) I Pt 7.79 K= 5.30 .1 q= 14.8 K= 5.60 3.0 Pt 6.98 NODE 105 E Q= 14.8 F=ET 12.0 C= .150 Pe 0.00 K= 01(P) ' D= 1.101 15.0 0.0390 Pf 0.58 K= 14.80/C 7.56 ).5 2 Pt 7.56 K= 5.38 - .' - : • S - - - - ear&Provencher & Associates, Inc.-714-283-1100 Date: -10-11-06--k. Sheet 22 - •Sprinkler System Analysis HOMEWOOD SUITES - HYDR AREA 2 ••. TOTALFLOW AVAILABLE: Static Pressure 100.0 PSI BUFFER ALLOWED: 10 Residual Pressure-. 95.0.PSI -.4.. 1..-._ aL'e LJ.J. . NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM ------------ ---------------- 7---------------------------- -------- YERSION 3.0-- 29.5 . 37.5 28.9 . 33.4 28.9 33.4 29.5 33.2 .5 28.9 . 33.2 28.9 . 33.2 J7 . 29.5 - 32.9 29.5 32.4 29.5 28.4 •- 10 28.9 . 29.3 •. : . 1--. 27.7 . 29.9 27.7 29.9 -. 28.5 29.5 - 14 28.j 29 6 .28.2 --. 29.6 .> 16 28.5 . 29.5 -17-- 27.7. -- 29.9 18 28.5 29.5 19 29.5 1 29.1 20 . 27.7- . 30.6 --••- 28.5.- 30.3 22 . - 28.2 30.4 27.. 7 30.6 t4 28.2 30.4 27.7 30.6 2!6 29.5 29.8 - 29.5 29.8 0 28.9 31.4 29 27.7 - 31.9 28.5 31.6 27.7- 31.9 28.2- 31.7 33 27.7 31.9 34 28.5 -- - 31.6 35 28.2 - . . 31.7 Li. 16 . 27.7 31.9 37 29.5 31.1 38 29.5 . 32.4 39 19.3 42.6 40 19.3 42.3 41 19.3 36.9 42 19.3 31.3 43 19.3 32.0 44 19.3 36.9 45 19.3 37.0 46 9.6 49.3 èard'Provencher & Associates, Inc:714-283-1100 .Date:10-11-06 -Sheet 23:. HOMEWOOD SUITES -HYDR AREA 2 NODE ELEVATION SPRK PRESSURE DISCHARGE' NO. FEET COEF PSI GPM 47 8.6 63.6 . -.. '. 48 8.6 ' 63.6 49 . 8.6 63.6 50 8.6 63.6 51 9.1 63.4 52 9.6 . ' 63.2 ' 53 . 9.6 ' - ' 63.2 - = 54 8.0. 64.7 55 9.1 . . 642 .56 9.6 . . 64.0 57 9.6 . 64.0 58 9.1 .• 64.9 ' 59 9.1 - 649 60- 9.6 61 9.6 . 64;7 62 9.6,'-'- - 65.9 63 . 9.1 . : 60.0 - 64 9.6 . 59.8 65 9.6 . . 59.8 . 66 91 •.'- 56.6 67 • 9.1--- - '•. 566 L• 68 9.6. . . 56.4 - • 2'-: 69 9.6' . . . 564 70 9.6 ' . . 44.9 S 71 8.6. .. 41.2 72 8.0 . . . . 45 - 73 9.1 41.0 74 9.6 . 40.8 75 9.6 : 40.8 . 76 8.8 19.5 4 77 8.0. 5.39 ].]..3 78 8.0 5.39 10.9 T;17.8 79 8.0 - . 5.39 11.0 17.8 - 80 . 8.8 11.3 81 8.0 5.39 12.5 . 19..1 82 . 8.0 '5.51 14.5 "21.0 83 8.8 19.3 5/S 84 8.0 5.60 16.7 :22.9 85 8.0 . 8.00 16.9 .32.9 -. 86 8.8.. . 19.1 87 8.0 .. 5.60 17.8 . 223.6 88 8.0 5.'60 18.0 89 8.8 19.1 90 8.0 5.60 7.1 14.9 91 '8.0 5.60 7.0 14.8 92 8.8 7.7 93 . 8.0 5.60 8.0 15.9 94 8.8 8.1 - 95 . 7.5 5.60 8.0 15.8 96 8.8 8.2 97 8.0 5.40 9.0 16.2 98 7.5 5.60 10.1. 17.8 I beard Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 24 - HOMEWOOD SUITES - HYDR AREA 2 :_ANODE ELEVATION SPRK PRESSURE DISCHARGE .--• INO. FEET COEF PSI GPM 99 - 8.8 10.3 - - -- 4100 8.8 12.8 -• •1101 8.8 19.2 102 8.0 5.30 20.1 23.8 ,103 8.8 20.3 .J.104 7.5 5.60 -.14.8 21.5 105 7.5 5.38 :16.2 21.7 ..i106 8.8 -21.9 107 10.6 22.9 108 10.6 -.22.9 .109 20.2 . 18.8 110 20.2 18.8 . 111 . 20.2 :18.8 112 20.2 :,18.8 413 . 19.8 . .18.9 .;1114 12.0 .22.3 J115 12.0. 22.3 :4116 21.6 - i117 .21.6 18.2 21.6- -18.2 19 21.6:'. - .. 18.2 120 - - 19.8 . .18.9 . .. -4:21 1:0 .-6 22.9 :T22 10.6 . . .22.9 - - - 123 20.2 . 18.8 , 24 20.2 I25 20.2 18.8 20.2 . 18.8 H127 19.8 . - .18.9 . 128 19.8 18.9 329 8.8 23.7 -. - 4, L30 8.8 29.8 . . L31 .75 33.8 :132 7.5 33.8 133 7.5 . . 33.8 'L34 8.8 "33.2 • 7.5 . -'33.8 7.5 . . .33.8 - .:. •, . 137 8.8 • . . 33.2 8.5 • . ....-33.3 . 139 7.5 . 33.8 140 . 8.5 :33 •3 - 141 8.8 33.2 142 7.5 33.8 143 8.5 . 33.3 144 . 7.5 33.8 145 8.5 33.3 146 8.8 . 33.2 147 8.8 33.2 148 9.6 • 32.8 149 8.0 34.3 150 8.0 34.8 eard'Provencher & Associates, Inc:714-283-1100 Date:10-11-06 Sheet :25 HOMEWOOD SUITES - HYDR AREA 2 -. NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM 151 7.3 -------------------------------------------------------------------------------- 35.7 - 152 8,0 36.0 -. 153 8.0 36.6 154 7,3 . . 37.5 155 7.3 38.0 156 . 9.6 42.3 - 157 . 9.6 68.4 158 1.0 75.7 - 159 0.0 76.8 100.0 Hydrant Flow 160 0.0 t77.0 : 161 0.0 77.0 162 • 0.0 • . 77.0 • 13 - 0.0, 'j77.0 . •. 164 • 0.0 .77.1 :3 165 0.0 1.83.1 .:' Supply Point . 166 . 8.0 . • 633 ; = 167 • 9.6 .62.6 . . ii Eeard'Provencher & Associates, Inc714-283-110O Date: .10-11-06_ Sheet - 26 HOMEWOOD SUITES - HYDR AREA 2 •--17 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE --.. - -• NO. NODE GPM FITTING TYPE FTG .. LOSS PSI Np. DIAMETER TOTAL PSI/FT NOTES -----------------------------------Beard---------------------VERSION 3.0-- - -' fli I n4_ )) •I•)4- 'i q= U.0 K= U.UU rL L. 1 Q= 50.2 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.2 Vf/s=' 5.1 D= 2.003 211.5 0.0204 Pf 4.3 Pn 33.0 1 - ----------------------------------- Pt 37.5 Beard - - - - - - - - - - - - - - - - - - - - - - - - - - - -..- 7 q= 0.0 K= 0.00 9.8 Pt 32.9 Pt 32.9 4 .J Q= 50.2 F=RR 2.0C= 150 Pe 0.0 Pv -0.2 'Vf/s= 5.1 D= 2.003 11.8L0.0205 Pf 0.2 Pn 32.8 Pt 33.2 -------------------------------------Beard---------------------------------- 8 q= 0.0 K= 0.00 15.2 Pt' 32.4 Pt 32.4 7 . Q= 50.2 F=T3R 13.0C= 159 Pe 0.0 Pv -0.2 Vf/s= 5.1 D= 2.003 28.20.0204 Pf 0.6 Pn 32.2 Pt 32.9 --- ---------------------------------Beard ------------------------------ .9 q= 0.0 K=. 0.00 - --- 214.7T Pt 28.4 Pt 28.4 8 - Q= 43.5 F=2T20R 40.0 C= 150 Pe 0.0 Pv -0.1 'Vf/s= 4.4 D= 2.003 254.7 0.0157 Pf 4.0 Pn 28.2 8. . Pt 32.4 -al --------------------------------- Beard ---------------------------------- . cj= 0.0 K= 0.00 51.8 Pt 28.4 Pt' 28.4 9 ' Q= 35.1 F=T5R 15.0 C= 150 Pe 0.0 Pv -0.1 \f/s= 3.6 D= 2.003 66.8 0.0105 Pf 0.7 rn 28.3 19 . -• Pt 29.1 -------------------------------------Beard----------------------------------- 19 q= 0.0 K= 0.00 65.0 Pt 29.1 Pt 29.1 19 Q= 35.1. F=8R 8.0 C= 150 Pe 0.0 P'(r -0.1 Vf/s= 3.6 D= 2.003 73.0 0.0105 Pf 0.8 Pn 29.0 - 2'J1 . . - -Ii.'- . Pt 29.8 -Beard q= 0.0 K= 0.00 100.4 Pt 29.8 Pt 29.8 27 . Q= 35.1 F=E11R 22.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.6 D= 2.003 122.4 0.0105 Pf 1.3 Pn 29.8 37 Pt 31.1 -------------------------------------Beard---------------------------------- 37 q= 0.0 K= 0.00 96.3 Pt 31.1 Pt 31.1 .37 J Q= 35.1 F=T11R 21.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.6 D=..2.003 117.3 0.0105 Pf 1.2 Pn 31.0 38 q= 0.0 K= 0.00 2.0 Pt 32.4 Pt 32.4 38 Q= 6.7 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 2.003 12.0 0.0005 Pf 0.0 Pn 32.4 8 Pt 32.4 ------------------------------------Beard 1 q= 0.0 K= 0.00 11.6 Pt 37.5 Pt 37.5 39 Q= 50.2 F=ET • 21.0 C= 150 Ps 4.4 Pv -0.2 Vf/s= 5.1 D= 2.003 32.6 0.0204 Pf 0.7 Pn 37.3 39 . Pt 42.6 ------------------------------------Beard eard Provencher & Associates, Inc. 714-283-11.00 Date: 10-11-06 .Sheet .27. HOMEWOOD SUITES - HYDR AREA 2 y PIPE FLOW K-FACTOR LENGTH..:. FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT --..., ;NOTES --------------------------------------- Beard----------------------VERSION 3.0--- 42 q= 0.0 K= 0.00 11.6 Pt 31.3 Pt 31.3 40 0= 78.6 F=ET 21.0 C=.'150 Pe -4.4 Pv -0.4 Vf/s= 8.0 D= 2.003 32.6 0.0467 Pf 1.5 Pn 30.8 9 . Pt 28.4 --------------------------------------Beard---------------------------------- 38 q= 0.0 K= 000 11.6 Pt 32.4 Pt .32.4 41 0= 28.3 F=ET 21.0 C=150 Pe 4.4 Pv -0.1 .. Vf/s= 2.9 D= 2.003 32.6 0.0071 Pf 0.2 Pn 32.3 . 45 Pt 37.0 ---------------------------------------Beard------------------------------- 40 q= 0.0 K= 0.00 1.4 Pt 42.3 Pt 42.3 42 0= 53.0 F=T .. ., 10.0 . C=150 Pe 0.0 Pv -0.2 Vf/s= . 5.4 D= 2.003 .11.4 0.0226 Pf 0.3 .Pn .42.1 . ...... 39 - . Pt 42.6 --------------------------------------Beard--------------------------------------- 41 q= 0.0 K= 0.00 206.5 Pt 36.9 Pt 36.9 43 Q= 53.0 F=T25R 35.0C= 150 Pe 0.0 Pv -0.2 ;. . Vf/s= 5.4 D= 2.003. 241.5 0.0226 Pf 5.5 Pn 36.7 ... . .. 40 . Pt 42.3 -----------------------------------------Beard------------------------------- 43 q= .0.0 K= 0.00 214.7 .- Pt .32.0 Pt•32.0 44 . Q= 50.9 F=TT-- 20.0C=150 Pe 0.0Pv -0.2 . Vf/s= 5.2 D= 2.003. 234.7 0.0209 Pf . 4.9Pn -.31.8 . -. 41 .- .-. Pt 36.9 --------------------------------------Beard--------------------------------- 42 q= 0.0 K= 0.00 1.4 Pt 31.3 Pt 31.3 . .. . - 45 0= 90.1 F=T 10.0. C= 150 Pe 0.0 Pv -0.6 . Vf/s= 9.2 D= 2.003 11.4 0.0604 Pf 0.7 Pn :30.7 43 q= 0.0 K= 0.00 316.3 Pt 320 Pt 32.0 . . . 46 Q= 39.2 F=3T35R 65.0 C=150 Pe 0.0 Pv -0.1 Vf/s= 4.0 D= 2.003 381.3 0.0129 Pf 4.9 Pn 31.9 44 q= 0.0 K= 0.00 2.0 Pt 36.9 Pt 36.9 - 47 Q= 2.1 F=T .- 10.0 C=150 Pe 0.0 Pv --0.0 ........ Vf/s= 0.2 D= 2.003 12.0 0.0001 Pf 0.0 Pn 36.9 41 :. . Pt 36.9 :.. .;-. --------------------------------------Beard---------------------------------- 44 q= 0.0 K= 0.00 1.4 . Pt 36.9 Pt 36.9 ------- 48 Q= 37.1 F=T 1.0.0 C=150 Pe 0.0 Pv-0.1 Vf/s= 3.8 D=.2.003 11.4 .0.0116 Pf 0.1 Pn 36.8 . 45 . . Pt 37.0 --------------------------------------Beard---------------------------------- 39 q= 0.0 K= 0.00 . 11.2 Pt 42.6 Pt 42.6 49 0= 103.3 F=ET 21.0 C= 150 Pe 4.2 Pv -0.7 Vf/s= 10.5 D= 2.003 32.2 0.0775 Pf 2.5 Pn 41.8 46 . Pt 49.3 -------------------------------------Beard----------------------------------- beard Provericher & Associates, Inc-.-,714-283-;1100 Date: 10-11-06 Sheet 28 - HOMEWOOD SUITES - HYDR AREA 2 - PIPEt FLOW K-FACTOR LENGTH FRICTION PRESSURE - - NO. NODE GPM. FITTING TYPE FTG LOSS PSI --jNO. DIAMETER TOTAL PSI/FT • NOTES' ----------------------------------- Beard---------------------VERSION 3.0-- -.130 q= 0.0 K= 0.00 11.2 Pt 29.8 Pt 29.8 50 • Q= 168.7 F=TT 20.0 C= 150 Pe -4.5 Pv -2.0 Vf/s= 17.2 D= 2.003 31.2 0.1922 •Pf 6.0 Pn 27.8 ,42 Pt 31.3 ---J-----------------------------------Beard----------------------------------- 45 g= 0.0 K= 0.00 11.2 Pt 37.0 Pt 37.0 Al 51 Q= 65.4 F=ET 21.0 C= 150 Pe 4.2 Pv -0.3 .Vf/s= 6.7 D= 2.003 32.2 0.0332 Pf 1.1 Pn 36.7 156 Pt 42.3 ----4-----------------------------------Beard---------------------------------- 146 4= 0.0 103.3 K= 0.00 156.2 Pt 49.3 Pt 49.3 H 52.Q= F=15R 15.0 C=150 Pe 0.0 Pv -0.7 10.5 D= 2.003 171.2 0.0776 Pf 13.3 Pr 48.5 -. -. Pt 62.6 ----------------------------------- 7167 0.0 K= 0.00 5.6 Pt 62.6 Pt 62.6 54t Q= 103.3 F=2R 2.0 C=150 Pe 0.0 Pv -0.7 -• -Vf/s= - 10.5 D= 2.003 7.6 0.0776 Pf 0.6 Pn 61.8 - Pt 63.2 --------Beard--------------------------------:----- 53 q= -0.0 K= .0.00 7.5 -- Pt 63.2 Pt 63.2 •.'- - 611 Q= 103.3 F=3R 3.0 C='150 Pe 0.0 Pv -0.7 - f/s 10.5 D= 2 00 10.5 -0.0776 Pf -0.8 Pn 62.4 - I Pt 64.0 - -------------------------------------------Beard---------------------------------- .57 q= 0.0 K= 0.00 8.5 - Pt 64.0 Pt 64.0 E5:2i •.Q= 103.3 F=R 1.0 C= 150 Pe 0.0 Pv -0.7 - :vfIs= 10.5 D= 2.003 9.5 0.0776 Pf 0.7Pn 63.2 ------------6 1 Pt 64.7 - ---------------------------------------------Beard----------------------------------- :61 q= -0.0 K= 0.00 4.6 Pt -64.7 Pt 64.7 - 69.i Q= 103.3 F=T 10.0 C= 150 Pe 0.0 Pv -0.7 Jjvf/s= 10.5 D= 2.003 14.6 0.0776 Pf 1.1 Pn 64.0 62 Pt 65.9 ---------------------------------------Beard---------------------------------- 65 q= 0.0 K= 0.00 3.5 Pt 59.8 Pt 59.8 • • - 704 Q=.256.0 FTR . 11.0 C= 150 Pe 0.0 Pv -4.6 -Vf/s= 26.1 D= 2.003 14.5 0.4167 Pf. 6.0 Pn 55.2 - • • -62 . Pt -65.9 _____________________________-----Biard------------------------------------- q= 0.0 K= 0.00 6.3 ' Pt -56.4 Pt 56.4 •: - 73 - Q= 256.0 F=RR 2.0 C= 150 Pe 0.0 Pv -4.6 Vf/s= 26.1 D= 2.003 8.3 0.4167 Pf 3.5 Pn 51.8 65 Pt 59.8 ----------------------------------------- Beard -.--------------------------------- 70 q= 0.0 K= 0.00 14.5 Pt 44.9 Pt 44.9 77 Q= 256.0 F=T3R 13.0 C= 150 Pe 0.0 Pv -4.6 Vf/s= 26.1 D= 2.003 27.5 0.4167 Pf 11.5 Pn 40.3 69 Pt 56.4 --Beard---------------------------------- beard Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 29 - - HOMEWOOD SUITES - HYDR AREA 2 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE H NO. NODE GPM FITTING TYPE FTG 'LOSS PSI NO. DIAMETER TOTAL -PSI/FT NOTES -----------------------------------------Beard---------------------VERSION 3.0-- 75 q= 0.0 K= 0.00 31.6 .S: Pt 40.8 Pt 40.8 78 . Q= 126.2 F=5R 5.0 C= 150 Pe 0.0 Pv -1.1 Vf/s= 12.8 D= 2.003 36.6 0.1123 Pf 4.1 Pn 39.7 70 Pt 44.9 ----------------------------------------Beard----------------------------------- 76 q= 0.0 K= 0.00 135.3 Pt 19.5 Pt 19.5 83 Q= 126.2 F=2E2T15R 57.0 C= 150 Pe -0.3 Pv -1.1 Vf/s= .12.8 D= 2.003 192.3 0.1124 Pf 21.6 Pn 18.4 75 . Pt 40.8 ----------------------------------------Beard---------------------------------- 83 q= 0.0 K= 0.00 0.9 . Pt 19.3 Pt 19.3 84 Q= 126.2 F=R . 1.0 C= 150 ..; Pe 0.0 Pv -1.1 - Vf/s= .12.8 D= 2.003 1.9 .0.1134 .Pf . 0.2 Pn 18.2 . 76 . .- Pt 19.5 -----------------------------------------Beard-------------------------------- 78 q= 17.8 K= 5.39. 9.0 Pt 10.9 Pt 10.9. 85 Q= 14.3 F=R .-- 1.-0:C=150'Pe 0.0 Pv -0.2 . Vf/s= 4.8 D= 1.101 . 10.0 .,0.0369 Pf 0.4 Pn 10.8 77 . . Pt 11.3 -------------------------------------------Beard------------------------------ 78 q= 17.8.K= 5.39 7.5 .- Pt 10.9 Pt 10.9 : 86 Q= 3.5 -F=R -. 1.0 -C=150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D=-1.101 8.5 :100027 .Pf 0.0 Pn 10.9 -. 79 q= 17.8K= 5.39 . 3.3 --- Pt 11.0 Pt 11.0 87 Q= 21.3.F=T . 5.0 C= 150 Pe -0.3 Pv -0.3 Vf/s= 7.2 D= 1.101 8.3 0.0771 Pf - 0.6 Pn 10.6 80 q= 0.0 K= 0.00 10.7 L. Pt 11.3 Pt 11.3 88 Q= 21.3 .F=R 1.0 C= 150 Ps 0.3 Pv -0.3 Vf/s= 7.2 D= 1.101 11.7 -0.0771 Pf 0.9 Pn 10.9 81 q= 19.1 K= 5.39 6.8 . Pt 12.5 Pt 12.5 89 Q= 40.4 F=R 1.0 C= 150 Pe 0.0 Pv -1.2 Vf/s= 13.6 D=1.101 7.8 10.2514 Pf 2.0 Pn 11.3 ..• 82 q= 21.0 K= 5.51 4.5 -- •Pt -14.5 Pt --------------- 14.5 - 90 Q= 61.3 F=T 5.0 C= 150. Pe 1-0.3 Pv -2.9 Vf/s= 20.7 D= 1.101 9.5 _'A. 5452 Pf 5.2 Pn 11.6 83 - -------, Pt-19.3 -----------------------------------------Beard----------------------------------- 86 q= 0.0 K= 0.00 5.8 Pt 19.1 Pt 19.1 91 Q= 64.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.3 Vf/s= 6.6 D= 2.003 6.8 0.0327 Pf 0.2 Pn 18.8 83 Pt 19.3 ----------------------------------------Beard---------------------------------- 84 q= 22.9 K= 5.60 12.0 Pt 16.7 Pt 16.7 92 Q= 22.9 F=2ET 19.0 C= 150 Pe -0.3 Pv -0.4 Vf/s= 7.7 D= 1.101 31.0 0.0878 Pf 2.7 Pn 16.3 86 . Pt 19.1 ----------------------------------------Beard---------------------------------- :eardProvencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 30. I HOMEWOOD SUITES - HYDR AREA 2 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE . NO. JfbDE GPM FITTING TYPE FTG LOSS - PSI .NO. . DIAMETER TOTAL PSI/FT NOTES ---------------------------------------Beard---------------------VERSION 3.0-- - 85 q= 32.9 K= 8.00 2.6 Pt 16.9 Pt 16.9 93 Q= 32.9 F=ET 12.0 C= 150 Pe -0.3 Pv -0.8 Vf/s= 11.1 D= 1.101 14.6 0.1719 Pf 2.5 Pn 16.1 86 Pt 19.1 ---- --Beard----------------------------- q= 0.0 K= 0.00 . 10.8 Pt 19.1 Pt 19.1 94 - Q= 9.0 F=R 1-0 C= 150 Pe 0.0 Pv -0.0 . ~jvf Is 0.9 D= 2.003 11.8 0.0009 Pf 0.0 Pn 19.1 6 . . . . . Pt 19.1 . ------ Beard ---------------------------------- 7 q= 23.6 K= 5.60 5.0 Pt 17.8 Pt 17.8 95 .j Q= 23.6 F=ET 12.0 C= 150 .Pe .-0.3 Pv -0.4 . 8.0 D 1.101 17.0 0.0932 Pf 1.6 Pn 17.4 Pt 19.1 -----------------------------------Beard----------------------------------- -88 q= 23.8 K=- 5.60 2.6 Pt 18.0 Pt 18.0 96- Q= 23.8 F=ET 12.0 C=150 Pe -0.3 Pv -0.4 j 8.0 D=1.101 . 14.6 0.0943 Pf 1.4 Pn 17.6 -9q= 00K=0O0 90" Pt 19.1 Pt 191 97 Q= 38.4 F=R . 1.0 C= 150 Pe . 0.0 Pv. -0.1 3.9 D=2.-003 10.0 0.0124 Pt -'O.l Pn 19.0 ' '. .... Pt 19.2 - --------------------------------------Beard---------------------------------- 40 q= 14.9 K= 5.60 8.5 Pt 7.1 Pt. 7.1 . 98 Q= 14.9 F=2ER 15.0 C= 150 Pe -0.3 Pv -0.2 - yf/s= 5.0 D= 1.101 23.5 0.0399 Pt ,0.9. Pn 6.9 92 Pt 7.7 -j---- - --------- -- ----------- ---------- Beard ------- -------------------------------- q= 14.8 K= 5.60 8.5 Pt .7.0 Pt 7.0 99 Q= 14.8 F=2ET 19.0 C= 150 Pe -0.3 Pv -0.2 1'f/s= 5.0 D= 1.101 27.5 0.0391 Pt 1.1 Pn 6.8 - 2 q= 0.0 K= 0.00 2.6 Pt 7.7 Pt 7.7 100 - Q= 29.7 F=T 6.0 C= 150 Pe '0.0 Pv -0.3 , - : -• f/s= 6.2 D= 1.394 8.6 0.0452 Pt 0.4 Pn 7.4 94 .. -. -Pt 8.1.. :. --------------------------------------Beard--------------------------- _-3 q= 15.9 K= 5.60 2.3 -' Pt .. 8.0 Pt 8.0 101 Q= 15.9 F=E . 7.0 C= 150 Pe -0.3 Pv -0.2 'Yf/s= 5.3 D= 1.101 9.3 0.0447 Pf 0.4 Pn 7.8 94 q= 0.0 K= 0.00 1.7 Pt 8.1 Pt 8.1 102 Q= 45.6 F=R . 1.0 C= 150 Pe 0.0 Pv -0.4 Vf/s= 7.3 D= 1.598 2.7 0.0513 Pf 0.1 Pn 7.7 96 Pt 8.2 -----------------------------------Beard---------------------------------- -- -eardProvencher & Associates, Inc: 714-283-1100 Date: 10-11-06 Sheet - 31 HOMEWOOD SUITES - HYDR AREA 2 PIPE. FLOW K-FACTOR LENGTH-. FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG- :::LoSs'•' PSI NO. DIAMETER TOTAL PSI/FT NOTES" -----------------------------------------Beard----------------------VERSION 3.0-- .95q= 15.8 K= 5.60 7.0 Pt 8.0 Pt 8.0 103 Q= 15.8 F=ET 12.0 C= 150 Fe -0.6 Pv -0.2 Vf/s= 5.3 D= 1.101 19.0 0.0442 Pf 0.8 Pn 7.8 ..:96 q= 0.0 K= 0.00 3.6 Pt 8.2 Pt 8.2 104 Q= 61.4 F=R 1.0 C= 150 Pe 0.3 Pv -0.6 Vf/s= 9.8 D= 1.598 4.6 0.0890 Pf 0.4 Pn 7.6 97 q= 16.2 K= 5.40 3.7 .... Pt 9.0 Pt --------------- 9.0 105 Q= 77.6 F=T 8.0 C= 150 Fe -0.3 Pv -1.0 Vf/s= 12.4 D= 1.598 11.7 0.1373 Pf 1.6 Pn 8.0 99: - Pt 10.3 - -------------------------------------- -Beard--- -- ---- 98 q=17.8 K= 5.60 5.8 --------------------------- Pt 10.1 Pt 10.1 106 Q= 17.8 F=ER 8.0 C= 150 Pe -0.6 Pv -0.2 - . •• - -Vf/s= - 6.0D= 1.101 ..-- 13.8 0.0549 Pf _.i 0.8Pn ------ 9.8 --------------- 99 q= -: 0.0 K= 0.00 4.6 Pt 10.3 Pt. 10.3 107-- Q= 95.4 F=T 8.0 -C= 150 Pe 0.0 Pv -1.6 Vf/s=r 15.3 D= 1.598 12.6 0.20.11 Pf .T -2.5 Pn 8.7. 100 -Pt 12.8 77 q= 18.1 K= :5.39.. -------------------------------Béard----------------------- -- :.. Pt 11.3 Pt 11.3 108 . •Q= 32.5 F=T - 5.0 --C=-150 Fe -0.3 Pv- -0.8-- Vf/s= 10.9 .D= 1.101 10.9 0.1676 Pf 1.8 Pn 10.5 100 q= 0.0 K= 0.00 23.6 - Pt 12.8 Pt --------------- 12.8 - •• - 109 Q= 127.8 F=2ET 32.0 C= 150 Fe 0.0 Pv -1.1 Vf/s= 13.0 D= 2.003 55.6 6 1151--Pf 6.4 Pn---11.6 - -- - 101 q= 0 .0 K= 000 47 Pt 192Pt 192 110 Q= 166.2 F=R 1.0 C= 150 Pc 0.0 Pv -1.9 Vf/s= 16.9 D= 2.003 5.7 0.1872 .Pf 1.1 Pn 17.3 103 . Pt 20.3 ----------------------------------------Beard---------------------------------- 102 q= 23.8 K= 5.30 2.6 Pt 20.1 Pt: 20.1 111-- Q= 23.8 F=ET 14.0 C= 150 Pe -0.3 Pv -0.2 Vf/s= . 5.0 D= 1.394 16.6 0.0298 ,Pf 0.5 Pn 19.9 103 q= 0.0 K= 0.00 S.'7 'Pt 20.3 Pt 20.3 112 0= 189.9 F=R • 1.0 C= 150 Pe- -0.0-Pv -2.5 Vf/s= 19.3 D= 2.003 6.7 0.2398 Pf 1.6 Pn 17.7 106 Pt 21.9 ----------------------------------------Beard---------------------------------- 104 q= 21.5 K= 5.60 10.7 Pt 14.8 Pt 14.8 113 Q= 21.5 F=ER 8.0 C= 150 Pe 0.0 Pv -0.4 Vf/s= 7.2 D= 1.101 18.7 0.0783 .Pf 1.5 Pn 14.4 ear&Provencher & Associates, Inc.714-283-1100 Date: 10-11-06 Sheet.---; 32-- HOMEWOD SUITES - HYDR AREA 2 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE - NO. NODE GPM FITTING TYPE ,FTG -LOSS. PSI ' DIAMETER TOTAL :.'.pSI/FT NOTES -----------------------------------------Beard---------------------VERSION 3.0--. 105 q= 21.7 K=.5.38 - - Pt 16.2 Pt 16.2 114 Q= 43.2 F=2ET 19.0 C=150 Pe -0.6 Pv -1.4 - Vf/s= 14.5 D= 1.101 21.8 0.2845 Pf 6.2 Pn 14.8 106 q= 0.0 K= 0.00 4.3 Pt 21.9 Pt 21.9 115 Q=233.1F=R 1.0C=150Pe 0.0Pv-3.8 - Vf/s= 23.7 D= 2.003 5.3 0.3471 Pf 1.8 Pn 18.1 • 129 Pt 23.7 ------ ---------------------------------- -Beard ---------------------------------- 19 q= 0.0 K= 0.00 7.5 - Pt 23.7 Pt 23.7 138 - 0= 233.1F=T 10.0 C= 150 Pe 0.0 Pv -3.8 . . Vf/s= 23.7 D= 2.003 17.5 .0.3504 Pf 6.1 Pn 19.9 --------•. --- • 130 q= 0.0 K= 0.00' 51.8 - Pt 29.8 Pt 29.8 139 Q= '64.5 F=TTEE1OR 52.0 C=150 Ps -0.3 Pv -0.3 f/s 6.6 D=2.003 103.8'-0.0324 Pf 3.4 Pn 29.5 l8 . .-.-- •-- - -- Pt 32.8 ----------------------.-Beard---------------------------------- 148 q= 0.0 K=. 0.00 •-. 19.1 - Pt 32.8 Pt 32.8 - 157.1 Q=64.5 F3R • -.' 3.0\iC= 150 Ps. 0.7.Pv -0.3 yfIs=. 6.6 D.2.003 22.1_0.0324 Pf 0.7 Pn 32.6 - P: ------------------------------------------------------------------- • 149 q= '.O.OK=;;-O.00 16.0 - Pt 34.3 Pt 34.3 158 - Q= 64.5 F=RR • •- • .2.0 C=-150 Pe jo.o Pv -0.3 • .\lf/s= 6.6 D= 2.003 • 18.0 00324 Pf . 0.6 Pn 34.0 10 q= 0.0 K= 0.00 16.0- Pt 348 Pt - 34.8 159 Q= 64.5 F=RR 2.0 C= 150 Pe 0.3 Pv -0.3 - Vf/s= 6.6 D= 2.003 18.0 A-0 0324 Pf 06n 5 ------- - 151 q=- 0.0 K=' 0.00 • 16.0'. Pt 35.7 Pt 35.7 160 : Q= 64.5 F=RR 2.0 C= 150 Pe -0.3 Pv -0.3 • Vf/s= 6.6 D= 2.003 18.0 00324 Pf 0.6 Pn 35.4 12 q= 0.0 K= 0.00 16.0 - - Pt .36.0 Pt 36.0 - 161 Q=• 64.5 F=RR 2.0 :C=' 150' Pe . 0.0 Pv -0.3 Vf/s= 6.6 D=-2.003 • 18.0 0.0324- Pf - .0.6 Pn 35.7 - -- - -153 q= 0.0 K= 0.00 16.0 Pt 36.6 Pt 36.6 - - - 162 i Q= 64.5 F=RR. 2.0'r:C=L150 "Pe.-0.3Pv -0.3 Vf/s= - 6.6 D=2.003 . .18.0 0.0324.Pf'- 0.6 Pn 36.3 , .. 154 q= 0.0 K= 0.00 14.7 Pt 37.5 Pt 37.5 163 Q= 64.5 F=RR 2.0 C= 150 Pe 0.0 Pv -0.3 • Vf/s= 6.6 D= 2.003 16.7 0.0324 Pf 0.5 Pn 37.2 • 155 q= 0.0 K= 0.00 125.5 • Pt 38.0 Pt 38.0 164 Q= 64.5 • F=ET16R 37.0 C= 150 Pe -1.0 Pv -0.3 'I' Vf/s= 6.6 D= 2.003 162.5 0.0324 Pf 5.3 Pn 37.7 Beard Provencher Associates, • Inc. 714-283-1100 Date: 10-11-06 Sheet 33- -HOMEWOOD SUITES -HYDR AREA 2 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI - NO. DIAMETER - TOTAL -PSI/FT -. .•- NOTES-.. -----------------------------------------Beard---------------------VERSION.3.0-- 156 q= 0.0 K= 0.00 2.0 Pt 42.3 Pt 42.3 165 Q= 129.8 F=TT 20.0 C= 150 Pe 0.0 Pv -1.2 -. Vf/s= 13.2 D= 2.003 22.0 0.1185 Pt 2.6 Pn 41.1 70 Pt 44.9 ------------------------------------------Beard----------------------------------- 62 q= 0.0 K= -0.00 22.0 Pt 65.9 Pt 659 - 166 Q=359.3 F= 0.0 C= 150 Pe .0.0 Pv -1.9 . Vf/s= 16.8 D=:2.952 22.00.1181 Pt 2.6 Pn 63.9 157 q= 0.0 K=. 0.00 13.2 Pt .68.4 Pt - 68.4 167 Q= 359.3 F=LLL . . 21.8 C= 120 Pe 3.7 Pv -1.2 • Vf/s- 13.4 D=3.314 35.0 0.1016. Pt ;---3d6 Pn .67.2 158 q= 0.0 K= 0.00 60.0.. Pt -75.7 Pt --------------- 75.7 -; 168 Q= 359.3 F=GLGT 155.8 C= 150 Pe -0.4.Pv -0.1 .Vf/s= -3.7 D=6.280 215.8 0.0030 Pt .0.6Pn 75.6 . • 159 q= 100.0 ADD HID FLOW 256.0 Pt 76.8 Pt 76.8 - 169 Q= 260.7 F=LGT 73.9 C= 150 Pe - 0.0 Pv -0.0 Vf/s= 1.7 D=2.970 329.9 -O.0005. Pt -.0.2 Pn 76.8 -. ------------ - 160 q= 0 0 K= 0 00 82.0 - Pt 77.0 Pt 77.0------ .."l 7 0 Q= 242.6 F=GGT - 61.1.-. 150 Pe AL0.0.Pv -0.0 Vf/s= 1.6 D=..7.970 143.1 0.0005. Pf0.1 Pn 77.0 161 q= 0.0 K= 0.00 250.0 - - Pt 77.0Pt - 77.0 - 171 Q= 242.6 F=GT 80.2 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.0 D= 9.780 330.2 0.0002 Pt 0.1 Pn 77.0 165 •.- <<<<<<< Supply point >>>>>>>> •p 77.1i: o P FIXED DEVICE: Double Detector Check Valve -Pt 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING. FIXED PRESSURE LOSS Pt 83.1 pressure added. 160 q= 0.0 K= 0.00 580.0 Pt 77.0 Pt 77.0 172 Q= 18.1 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 7.970 ------------ - --------------------------Beard---------------------------------- 628.3 0.0000 Pt 0.0 Pn 77.0 162 Pt 77.0. 159 q=.100.0 ADD HYD FLOW -------------------------------------- -- - -Beard---------------------------------- 480.0 .. - Pt 76.8Pt 76.8 173 Q= 198.6 F=LGT . 73.9 C=150 Pe - 0.0 Pv -0.0 r Vf/s= . 1.3 D= 7.970 553.9 0.0003 Pt 0.2 -Pn 76.8 162 q= 0.0 K= 0.00 132.0 Pt 77.0 Pt 77.0 174 Q= 216.7 F=G 5.7 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.4 D= 7.970 137.7 0.0004 Pt 0.1 Pn 77.0 163 q= 0.0 K= 0.00 85.0 Pt 77.0 Pt 77.0 175 Q= 216.7 F=LGT 103.5 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 9.780 188.5 0.0001 Pt 0.0 Pn 77.0 eard:Provencher & Associates, Inc714-283-1100 Date 10-11-06 Sheet 34 .HOWOOD SUITES -HYDR AREA 2 PIPE FLOW K-FACTOR LENGTHFRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG Loss:: PSI 5 Nd. DIAMETER tTOTAL PSI/FT --NOTES ------------------------------------------Beard---------------------VERSION 3.0-- 164(q= 0.0 K= 0.00 630.0 Pt 77.1 Pt 77.1 176 1 Q= 216.7 F=TG 82.6 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D=11.630 712.6 0.0001 Pf 0.0 Pn 77.1 165 <<<<<<<< Supply point >>>>>>>> Pt 77.1 Double Detector Check Valve Pf 6.0 NOTE: Fixed T0TAI REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 83.1 pressure added. - --------Béard- --------- ---'-' -------------------- 14 - •..;.•• - - •. .- - -- - H- .--.'.-'--.-----..- -- -t - •T - j --.:: • S •2- -••-• - - - _S --- __.S -_ -$•* -- ._-i - - SSS -. -,--S--- -•--•- .--- ---- - - ---..- - ---- - •• Beard Provencher & Associates, Inc 714-283-1100 Date 10-11:06 Sheet 34 * HYDRAULIC DESIGN INFORMATION SHEET * - Name HOMEWOOD SUITES (HYDR A1A f'' Date 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No.__________ Building Drawing No.FP3 Contractor APEX FIRE PROTECTION, INC. (818) 266-9151 Contract No. _D3356 Construction: * COMBUSTIBLE NON-COMBUSTIBLE Ceiling Ht.21.6 ft Occupancy BREAKFAST RM (ATTIC) S : ** NFPA 13: *Lt.Haz. ** Ord.Haz. Gr._1_2_3 ** Ex.Haz._1_2 Y : NFPA: 13D 13R 231 231C Figure Curve_______ S : Other (Specific ruling) T : Authority having Jurisdiction CARLSBAD FIRE DEPT E : ------------------------- - ----------- - --------------------------------------- M : Area of Sprinkler operation 1,390 ** SYSTEM TYPE ** Density .10 : *Wet _Dry __Deluge _Pre-Action D : Area per sprinkler 105-130 E : Hose allowance GPM: inside ** SPRINKLER or NOZZLE ** S Hose allowance GPM: outside 100 Make TYCO Model TYFRB OR 1 Rack sprinklers allowance Orifice Size 1120 K-Factor 5.6 G : : Temperature rating 200 deg. N : == = = = == = = = = = = = = = = = = = = = = = = === = = = = = = -------- CALCULATION : GPM required _260.4 PSI required 69.5 at base of A.S.Rier SUMMARY : GPM-required 360.4_ PSI required 76.5 at point of supply. C-Factor used: overhead 120 Underground ISO W ****-WATER FLOW TEST **** : ** PUMP * TANK * WELL ** T. E : Test Date APR2005 : Pump Capacity N.A. R : Static -PSI 100 : Pump Pressure Residual PSI --- 95 : Pump Elevation S : GPM Flowing 680: Tank Capacity N.A. U : Elevation Grade: Tank Elevation P : - : Well Proof Flow N.A. P: ---------------- -------------------------------------------------------- L : Location Point of Connection Y : Source of information PIESTCOAST FIRE PROTECTION C : Commodity O : Location _: Class__________ M : Storage Height : Aisle width : Area____________ N :,Storage Method: Solid piled % Palletized % Rack O : Plastics D : I: T : : _Single row ._Conventional pallet _Automatic storage _Encapsulated Y : : _Double row _Slave pallet _Solid shelving Non- :R Multiple row _Open Encapsulated S :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal Transverse : ft. in. R: : A : :------ G : : Horiz. barriers provided E eard1 Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 36 H Sprinkler System Analysis '1 HOMEWOOD SUITES - HYDR AREA 3 TOTAL FLOW AVAILABLE Static Pressure.. 100.0 PSI T...BUFFERTALLoWED 10 % Residual Pressure 95.0 PSI - at Discharge of 680 GPM - NODE ELEVATION SPRK PRESSURE DISCHARGE - NO. FEET COEF PSI GPM -----------VERSION 3.0-- 29.5 . 42.7-----.: . ,12 28.9 28.9 - 40 .5 -13 •. 40.'5 j4 29.5 - 40.2 28.9 '. 40.3 - •..-..:. 28.9 . 40.3 . 29.5 40.1- • •. . 29 5 a9.7 ... -. 29.5 - = 37 3 . - 289 380 11 .27.7 . . . r. 38.5 . . 27-7 38.5 . 28.5 38.2 28.2.. . 38.3 .,; . . .. ..... -.. . 28.2 - . 3.8;3 •-- : 28.5 38.2 r- 27 7 38 5 8 285 382.. 19 . 29.5 . 377 27.7 39.0 ............. 285 386 .2.2 28.2 38.8: . ,-. •. 23 277 39.0- 28.2 38.8 27.7 . 39.0 26 29.5 38.2 27 29.5 . 38.2 .. .. a?. .. . 28.9. •. . 39.2 . •. -... 29 27.7 39.8 - . .... 28.5 39.4 . 27.7 . . 39.8. 32 28.2 . . . 39.6-- • . . 33 .. 27.7 . .39.8 .- . . 34 28.5 . 39.4 T5 28.2 . 39.6 27.7 . 39.8 37 29.5 . 39.0 38 29.5 39.7 39 19.3 47.4 .40 19.3 47.3 41 19.3 44.2 42 19.3 40.8 43 19.3 41.2 44 19.3 44.2 45 19.3 44.3 . 46 9.6 53.1 . ft eard Provencher & Associates, Inc.,-714-283-1100 Date: 10-11-06 Sheet 37 HOWOOD SUITES - HYDR AREA 3 NODE ELEVATION SPRK PRESSURE DISCHARGE' - -. NO. FEET COEF PSI GPM 47 8.6 . 61.3 48 8.6 -. . 61.3 - - - - 49 8.6 61.3 50 8.6 61.3 51 9.1 61.1 52 9.6 - 60.9 53 9.6 .. 60.9 54 .. 8.0 62.0 55 . 9.1 56 9.6 . £1.4 57 9.6 6i.4 58 9.1 62.0 . 59 9.1 . 2.0 -' 60 9.6 61, 9.6 61.8 - . 62 . 9.6 62.4 63 9.1 -59.3 64 96 :. 59.1 65 9.6 . 59.1 66 9.1 57.4 - 67 ,.- 9.1-- -•• 57.4 68 - 9.6 57.2 69 9.6 57.2 .. 70 . 9.6 51.0 71 1 8.6 . -49.6 . 72 . - 8.6 49.9 73 9.1' . 49.4 74 9.6 - 49.2 . . -. 75 -_ 9.6 49.2 - 76 - 8.8 40.0 - . 8.0 39.3 78 8.0 39.5 79 8.0 39.6 80 8.8 39.4 81 8.0 40.0 82 - 8.0 40.1 .. -- 83 -. 8.8 39.9 84 8.0 40.0 85 8.0 40.0 •- . - - - 86 8.8 - 39.6 87 -8.0 . 395 : 88 8.0 395. 89 8.8 39.2 90 8.0 39.2 91 8.0 39.2 92 8.8 93 8.0 39.2 - •- . 94 8.8 38.8 95 7.5 39.4. .96 8.8 38.8 97 8.0 39.2 98 7.5 39.4 eard.Provencher & Associates, Inc.714-283-1100 Date: 10-11-06 . Sheet .38 - :' HOMEWOOD SUITES - HYDR AREA 3 : NODE ELEVATION . SPRK PRESSURE DISCHARGE No. FEET COEF PSI GPM 99 8.8 . -------------------------------------------------------------------------- 38.8 100 8.8.. . 38.8 1Ô1 8.8 38.8 102 8.0 38.8 103 8.8 38.5 104 7.5; . . 38.7 ..: 105 7.5 . 38.7 166 8.8 38.2 107 10.6-. 5.60 7.2 15.0 198 10.6.: 5.60 :7.9 109 20..2, 5.60 8.8 16.6 10 20.2: 5.60 10.7 18.3 111 20.2 5.60 13.5 P20.6 12 2O.2 ,.. .13.9 113 19.8 . 17.4 . . 114 12.0 . 5.60 7.2 . .15.1 5.60 .79 15.8 -416 . 21.61 .,5.60 p8.1 -15.9 117 . 21.6 . 5.60 9.9 ..-17.6 118 21.67 5.60 12.7 19.9 19 . 21.6 . 13.0 120 19.8: . 17.6 j. .11 . 10.6 5.60 .7 15.5 122 10.6 - 5.60 '8.4 16.2 123 20.2 5.60 9.7 1 .17.4 _124 - . 20.2. .. . 5.60 . 11.7 . 19.1 15 . 20.2 5.60 14.7 21.5 126 20.2 . 15.1 127 19.8 . . 18.8 18 19.8 . 19.3 129 8.8 379 130 8.8 . 41.7 131 7.5 ... 44.3 132 7.5 . 44•3 133 7.5 .. . 44.3 ]•34 . . 8.8 43.8 135 7.5 44.3 136 75. . . 443 137 8.8 . 43.8 138 . 8.5 43.9. ..-'. 19 7.5 44.3 40 8.5 . 439 141 . 8.8 43.8 142 7.5 44.3 143 8.5 43.9 144 7.5 . 44.3 145 . 8.5 . 43.9 146 8.8 43.8 147 88 43.8 148 9.6 43•4 149 8.0 44.5 150 8.0 44.9 ear& Provencher &•Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 39 - HOMEWOOD SUITES - HYDR AREA 3 NODE . ELEVATION •SPRK PRESSURE DISCHARGE NO.. FEET - COEF PSI. GPM ------------------------------ 151 7.3 45.6 152 8.0 45.6 153 8.0 46.0 154 7.3 . 467 155 7.3 47.0 156 . 9.6 493 - 157 9.6 . 63.8 - 158 1.0 69.5 . 159 0 .0 70 3 100.0 Hydrant Flow .160 0.0 70.4 . 161 0.0 70.5 : 162 0.0 70.4 163 . . 0.0 . - 70.5 .-•- . ;.•. 164 0.0 70.5 165 0.0 . 76.5 : Supply Point -166 8.0 ... . 61.3 . . 167 - 9.6 . . 60.6 . -1 - - a eard:Provencher & Associates, Iná714-2831100 Date: 10 -11-06-.Sheet 40 HOMEWOOD SUITES -HYDR AREA 3 PIPE '1 FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI L NO.- DIAMETER TOTAL --PSI/FT NOTES ------------------------------------Beard---------------------VERSION 3.0-- q= 0.0 K= 0.00 181.5 : Pt 40.2 Pt 40.2 1.1 Q= 36.9 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.8 D= 2.003 211.5 0.0116 Pt 2.4 Pn 40.1 1 Pt 42.7 -----------------------------------Beard---------------------------------- 7q= 0.0 K= 0.00 9.8 Pt 40.1 Pt 40.1 4 Q= 36.9 F=RR 2.0 -C= 150 Pe 0.0 Pv -0.1 V±/s= 3.8 D= 2.003 11.8 0.0116 Pf 0.1 Pn 40.0 -. Pt 40.2 -----------------------------------Beard---------------------------------- : q= 0.0 K= 0.00 15.2 Pt 39.7 Pt 39.7 7 -j Q= 36.9 F=T3R 13.0 'C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.8 D= 2.003 28.2 O•0116 Pt 0.3 Pn 39.6 147 Pt . 40.1 -----------------------------------Beard---------------------------------- q= 0.0 K= 0.00 214.7 Pt 37.3 Pt 37.3 -8 -1Q= 33.4 F=2T20R 40.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.4 D= 2.003 254.7 0.0096 Pt 2.4 Pn 37.2 - Pt 39.7 ----------------------------------Beard---------------------------------- q= 0.0 ic.= 0.00 51.8 JC 37.3 Pt 37.4 9 . Q= 26.9 F=T5R 15.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 2.7 D= 2.003 66.8 0.0064 Pt 0.4 Pn 37.3 .9 1 Pt 37.7 -- ----------Beard---------------------------------- 1 q= 0.0 K= 0.00 65.0 Pt 37.7 Pt 37.7 19 Q= 26.9 F=8P. 8.0 C= 150 Fe 0.0 Pv -0.1 Vf/s= 2.7 D= 2.003 73.0 0.0064 Pt 0.5 Pn 37.7 21 . . Pt .38.2 • 2.q= 0.0 K= 0.00 100 -- .4 -:-- --- Beard----------------------------------- Pt 38.2 Pt 38.2 27 -- Q= 26.9 F=E11R 22.0 C= 150 Fe 0.0 Pv -0.1 Vf/s= 2.7 D= 2.003 122.4 0.0064 Pt 0.8 Pn 38.2 37,. Pt 39.0 -----------------------------------------Beard---------------------------------- 3 q= 0.0 K= 0.00 96.3 Pt 39.0 Pt 39.0 37 Q= .26.9 F=T11R 21.0 C= 150 Fe 0.0 Pv -0.1 • V/s= 2.7 D= 2.003 117.3 0.0064 Pt 0.8 Pn 38.9 --------------- 381 q= '0.0 K= 0.00 2.0 Pt 39.7 Pt 39.7 38 Q= 3.6 F=T 10.0 C= 150 Pe 0.0 Fir -0.0 Vf/s= 0.4 D= 2.003 12.0 0.0002 Pt 0.0 Pn 39.7 8 Pt 39.7 ----------------------------------------Beard----------------------------------- 1 q= 0.0 K 0.00 11.6 • Pt 42.7 Pt 42.7 39 Q= 36.9 F=ET • 21.0 C= 150 Pe 4.4 Pv -0.1 ' Vf/s= 3.8 D= 2.003 32.6 0.0116 Pt 0.4 Pn 42.6 39 Pt 47.4 ----------------------------------------Beard---------------------------------- 6 eardr Provencher & Associates, .Inc 714_2831100 Date:-10-11-06 Sheet -'.41.: VHOMEWOOD SUITES - HYDR AREA.3 PIPE FLOW K- FACTOR LENGTH FRICTION PRESSURE - NO. NODE GPM FITTING TYPE FTG LLOSS PSI NO. DIAMETER TOTAL ?PSI/FT NOTES- ----------------------------------- Beard ---- ----------------- -- VERSION 3V;0 42 q= 0.0 K= 0.00 11.6 Pt 40.8 Pt. 40.8 40 Q= 60.3 F=ET 21.0 C= 150 Pe -4.4 Pv -0.3 Vf/s= 6.1 D= 2.003 32.6 0.0286 Pf 0.9 Pn 40.5 9 Pt 37.3 -----------------------------------Beard------------------------------------ 38 q= 0.0 K= 0.00 -. 11.6 Pt 39.7 Pt 39.7 41 Q= 23.3 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 V Vf/s= 2.4 D= 2.003, V 32.6 00049 Pf :0.2 Pn . 397 V . 45 Pt 44.3 -----------------------Beard-------------------------------------V 40 q= 0.0 K= 0.00 1.4 Pt 47.3 Pt 47.3 ._. 42 Q= 38.9 F=T 10.0 C= 150 Pe 0.0-Pv -0.1 V - Vf/s= 4.0 D= 2.003 11.4 00127 Pf :.o.i Pn 47.2 39 ... V Pt 474 V ------------------.-Beard----------------------------- V 41 q= 00 K=-0.00 206.5 Pt 44.2 Pt 44.2 - 43 Q= 38.9 F=T25R' 35.0 C= 150 Pe 0.,O -Pv -0.1 . V Vf/s= 4.0 D2.003 241.5 0.0127 Pf 3.1 Pn 44.1 . 40 V Pt V -------------------------- -------------- Beard ---------------------------- 43 q=: 0.0 K= 0.00 214.7 . Pt 41.2 Pt. 41.2 i V .44 Q= 39.1 FTT V 20.0 C 150 Pe 0.0VPv -0.1 V Vf/s= 4.0 D= 2.003 234.7 0.0129 P :.3.0 Pn 41.1 41 Pt 44.2 -----------------------------------Beard---------------------------------------V 42 q=V 0.0 K= 0.00 1.4 - Pt 40.8 Pt 40.8 V 45 Q= 69.2 F=T 10.0 C= 150 Pe 0.0 Pv -0.3 - V Vf/s= 7.0 D= 2.003 11.4 0.0370 Pf 0.4 Pn 40.5 43 q=. 0.0 K= 0.00 V 316.3 V Pt 41.2 Pt 41.2 46 Q= 30.1 F=3T35R V 65.0 C 150 Pe 00 Pv - -0.1 Vf/s= 3.1 D= 2.003 .. 381.3 0.0079 Pf 3.0 Pn 41.2 44 V Pt 44.2 -----------------------------------Beard---------------------------------- 41 q= 0.0 K= V 0.00 2.0 V Pt 44.2 Pt 44.2 - 47 Q= 0.2 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.0 D= 2.003 12.0 0.0000 - Pf O0 Pn 44.2 44 q=. 0.0 K= 0.00 -- 1.4 Pt 44.2 Pt 44.2 48 Q= 30.3 F=T 10.0 C 15 Pe 'VOOV -0.1 Vf/s= 3.1 D= 2.003 -' . 11.4 0.0080 Pf t0.1 Pn 44.2 45 Pt 44.3 -----------------------------------Beard---------------------------------- 39 q= 0.0 K= 0.00 11.2 Pt 47.4 Pt 47.4 49 0= 75.9 F=ET 21.0 C= 150 Pe 4.2 Pv -0.4 Vf/s= 7.7 D= 2.003 32.2 0.0438 Pf 1.4 Pn 47.0 46 Pt 53.1 -----------------------------------Beard------------------------------------ eard'.Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 42 HOMEWOOD SUITES. - HYDR AREA 3 PIPE 1 FLOW K-FACTOR LENGTH FRICTION PRESSURE 2 NO. NOD GPM FITTING TYPE FTG LOSS PSI NO DIAMETER TOTAL PSI/FT NOTES --------------------------------------Beard---------------------VERSION 3.0--.. 130:q= 0.0 K= 0.00 11.2 Pt 41.7 Pt 41.7 50 iQ= 129.5 F=TT 20.0 C= 150 Pe -4.5 Pv -1.2 - Vf/s= 13.2 D= 2.003 31.2 0.1178 Pt 3.7 Pn 40.5 42 Pt 40.8 ---------------------------------------Beard------------------------------------ 45iq= 0.0 K= 0.00 11.2. Pt 44.3 Pt 44.3 51 Q= 53.6 F=ET 21.0 C= 150 Pe 4.2 Pv -0.2 - Vts= 5.5 D= 2.003 32.2 0.0230 Pf .0.7 Pn 44.1 156 . . Pt 49.3 ------J--------------------------------Beard---------------------------------- 46q= 0.0 K= 0.00 156.2 Pt 53.1 Pt -53.1 52 Q .759 F=15R 15.0 --C= 150 Pe 0.0-Pv -0.4 Vfs= 7.7 D= 2.003 171.2 0.0438 Pf'7.5 Pn52.'7 167.1 Pt 60.6 ••• -----------------------------------------Beard--------------------------------- 1671q= 0.0K= 0.00 5.6 - Pt- 60.6 Pt 60.6 75.9 F=2R - . 2.0 C= 150- Pe 0.'0Pv -0.4 .• Vfjs= .7.7 D= 2.003 7.6 0.0438 Pf 0.3 Pn .60.2 - - 534Lel: . Pt 60.9 - --------- ---Beard---------------------------------- .53q= 0.0 K= 0.00 7.5 . Pt .60.9Pt. 60.9 61-- Q=-75.9 F=3R - -. 3.0C= 150 Pe 0.-0Pv -0.4 VfAs= 7.7 D= 2.003 10.5 0.0438 Pt 0.5 Pn -60.5 •- -. . 57 1 Pt 61.4 - -Beard----------------------------------- 57:q= 0.0 K= 0.00 8.5 Pt 61.4 Pt 61.4 65 T:Q= 75.9 F=R 1.0 C= 150 Pe 0.0 Pv -0.4 Vfs= 7.7 D= 2.003 9.5 0.0438 Pt 0.4 Pn 61.0 •, 61i. Pt 61.8 ---------------------------------------Beard----------------------------------- 61q= 0.0 K= 0.00 4.6 Pt 61.8 Pt 61.8 -. 69 75.9 F=T 10.0 C= 150 Pe 0.0 Pv -0.4 Vf/s= 7.7 D= 2.003 14.6 0.0438 Pt 0.6 Pn 61.4 62j Pt 62.4 ----------------------------------------Beard---------------------------------- 65 0.0 K= 0.00 3.5 . • . Pt 59.1 Pt 59.1 70 Q= 184.5 F=TR 11.0 C= 150 Pe 0.0 Pv -2.4 Vf/s= 18.8D= 2.003 14.5 0.2272 Pt 3.3 Pn 56.7 62j • • ..Pt.. -62.4 69 q= 0.0 K= 0.00 ------------------- -Beard 6.3 •• -• Pt 57.2 Pt:=57.2 •• . . - 73 Q= 184.5 F=RR • 2.0 C= 150 Pe 0.0 Pv -2.4 Vt/s= 18.8 D= 2.003 8.3 0.2272 Pt 1.9 Pn 54.9 65 • • Pt 59.1 --------------------------------------Beard---------------------------------- 70 q= 0.0 K= 0.00 . 14.5 Pt 51.0 Pt 51.0 77 Q= 184.5 F=T3R 13.0 C= 150 Pe 0.0 Pv -2.4 Vf/s= 18.8 D= 2.003 27.5 0.2272 Pf 6.2 Pn 48.6 69 Pt 57.2 -------------------------------------Beard---------------------------------- beard Provencher &-Associates, Inc-714-283-1100 Date: 10-11-06 Sheet 43 HOWOOD SUITES - IR AREA 3 PIPE FLOW K-FACTOR. LENGTH FRICTION PRESSURE . NO. NODE. GPM FITTING TYPE FTG -LOSS PSI '. NO. DIAMETER TOTAL -PSI/FT .''NOTES --------------------------------------Beard --------------------- VERSION3.0-- 75 q= 0.0 K= 0.00 . 31.6 Pt 49.2 Pt 49.2 78 Q= 81.0 F=5R 5.0 C= 150 Pe 0.0 Pv -0.5 Vf/s= 8.2 D= 2.003 36.6 0.0495 Pf 1.8 Pn 48.7 70 Pt 51.0 ---------------------------------------Beard---------------------------------- 76 q= 0.0 K= -0.00 . 135.3 . . Pt 40.0 Pt 40.0 83 - Q= 81.0 F=2E2T15R 57.0 C= 150 Pe -0.3 Pv -0.5 Vf/s= 8.2 D= 2.003 192.3 0.0495 Pf 9.5 Pn 39.5 75 . .. . .. A Pt 49.2 - ------------------------------ --- --- -Beard--- ------------------ -------- ------- 83 q= 0.0 K= 0.00 0.9 Pt 39.9 Pt 39.9 84 Q= 81.0 F=R 1.0 C 150 Pe 0.0 Pv -0.5 Vf/s= 8.2 D= 2.003 . 1.9 00499 Pf 0.1Pn 39•4 76 - Pt 40.0 --------------------------------------Beard---------------------------------------- -. .--77 q= .0.0 K= 0.00 9.0:- Pt 39.3 Pt 39.3 85 . Q= 9.2 F=R - •- 1.0 C=150 Pe :'OO Pv -0.1 Vf/s= 3.1 D=-1.101 10.0 0.0163 Pf - 0 2 Pri. 39.3 78 q= .0 .0 K= -0 00 7.5 Pt 39 5Pt 39 5 86 Q= 9.2 F=R 10C=-150 Fe 00Pv -01 Vf/s= 3.1 D=-1.101 8 5 0 -0163" Pf 0-.1 Pn 39.4 79 q .d.o K=-0.00 3.3 - Pt 39.6 Pt --------------- 39.6 87 - Q= 9.2 F=T 5.0 C= 150 Pe -0.3 Pv -0.1 ---- '. -. - Vf/s= 3.1 D= 1.101 8.3 0.0163 Pf - 0.1 Pn 39.6 • 80q= 0.0 K= 0.00 10.7 Pt 39.4P1 39.4 88 Q= 9.2 F=R 1.0 C 150 Fe 0.3 Pv -0.1 Vf/s= 3.1 D= 1.101 11.7 0-0163 Pf 0.2 Pn 39.4 --------------- - 81 q= 0.0 K= 0.00 6.8 Pt 40.0 Pt 40.0 89 Q= 9.2 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.1 D= 1.101 7.80:0163 Pf 0.1 Pn 39.9 ---------------- 82 q= 0.0 K= 0.00 4.5 . .. Pt 40.1 Pt 40.1 90 Q= 9.2 F=T 5.0 C=].50 Pe -0.3 Pv -0.1 Vf/s= 3.1 D= 1.101 9.5 0.0163 0.2 Pn 40.0 83 . Pt 39.9 --------------------------------------Beard-------------------------------------- 86 q= 0.0 K=- 0.00 5.8 -. Pt--39.6 Pt 39.6 91 Q= 71.8 F=R 1.0 C=150 Pe 0..0 Pv -0.4 Vf/s= 7.3 D= 2.003 6.8 0.0396 Pf 0.3 Pn 39.3 • 83 Pt 39.9 ---------------------------------------- -Beard 89 q= 0.0 K= 0.00 10.8 .. Pt 39.2 Pt 39.2 94 Q= 71.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.4 Vf/s= 7.3 D= 2.003 11.8 0.0397 Pt 0.5 Pn 38.8 86 . Pt 39.6 -------------------------------------Beard---------------------------------- eard Provencher & Associates, Inc.-714-283-1100 Date: 10-11-06 Sheet 44 HOMEWOOD SUITES - HYDR AREA 3 PIPE FLOW K-FACTOR LENGTH .-:FRICTION PRESSURE.•. NO. NoliE GPM FITTING TYPE FTG LOSS PSI - NO. DIAMETER TOTAL PSI/FT YNOTES ------------------------------------Beard---------------------VERSION 3.0-- 101 q= 0.0 K= 0.00 9.0 Pt 38.8 Pt 38.8 97 Q= 71.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.4 Vf/s= 7.3 D= 2.003 10.0 0.0396 Pf 0.4 Pn 38.4 89 Pt 39.2 ------------------------------------Beard---------------------------------- 10Q q= 0.0 K= 0.00 5.9 Pt 38.8 Pt - 38.8 108 Q= 9.2 F=T 5.0 C= 150 Pe 0.3 Pv -0.1 Vf/s= 3.1 D= 1.101 1 10.9 0.0163 Pf 0.2.Pn 38.8 77. • Pt 39.3 ---------------------- -Beard---------------------------------- i0], q 0.0 K= 0.00 23.6 ;.. Pt 38.8 Pt 38.8 109 9.2 F=2ET.. 32.0 C= 150 Pe 0.0 Pv -0.0 iZ V/s= 0.9 D=.2.003. 55.6 0:-0009 Pf. - 0.0 pn,.3 38.8 10 0'1 _ Pt 38.8 ---- ------------------- Beard ------------------------------------ 1d3q= 0.0 K= 6.00. 4.7 -. Pt 38.5 Pt. 38.5 110 Q= 81.0 F=R . 1.0C= 150 Pe 0.0 Pv -0.5 - Vf:/s= 8.2 D= 2.003 .. 5.7 0.0495 Pf 0.3 Pn 38.0 101 -. . Pt 38.8 -----------------------------------Beard------------------ • 106-" q= 0.0 K= O.00 Pt 38.2 Pt 38.2 112 Q= 81.0 F=R ,- 1.0 C=±].50 Pe 0.0 Pv--0.5 Vf/s . 8.2 D= 2.003 6.7 0.0495 Pf 0.3 Pn 37.7 101 : PtJ 38.5 - !---------------- ---- S Beard ---------------------------------- -- • 129.q= 0.0 K= 0.00 4.3 -. Pt 37.9 Pt 37.9 115 !Q= 81.0 F=R 1.0 C= 150 Pe 0.0 Pv -0.5 Vf/s= 8.2 D= 2.003 5.3 0.0490 Pf 0.3 Pn .37.4 106 Pt 38.2 -:.. ------------------------------------ Beard------------------------------------ - 107.q= 15.0 K= 5.60 10.0 Pt 7.2 Pt 7.2 116 .jQ= 15.0 F= .-. 0.0 C= 120 Pe 0.0 Pv -0.2 Vf:/s= 5.3 D= 1.080 10.0 0.0669 Pf 0.7 Pn 7.0 • 108Tj 15.7 K= 5.60 15.7 Pt 7.9 Pt --------------- 7.9 117 . Q= 30.7 F=EE. 4.6 C=120 Pe -4.2 Pv -0.8 Vf/s 10.8 D= 1.080 20.3. 0.2514 •Pf 5.1 Pn 7.1 --- 109q= 16.6 K= 5.60 12.0 ;;' Pt 8.8 Pt 8.8 - -•-......... 118 10= 47.4 F= • - O.0-C= 120--Pe 0.0 Pv--0.6 9.8 D= 1.408 . 12.0 0.1540 Pf 1.8 Pn 8.2 110 q= 18.3 K= 5.60 4.8 Pt 10.7 Pt 10.7 119 Q= 65.7 F=T 6.6 C= 120 Pe 0.0 Pv -1.2 Vf/s= 13.5 D= 1.408 11.4 0.2831 Pf 3.2 Pn 9.4 112 Pt 13.9 -Beard eard'Provencher & Associates, Inc 714-283-1100 Date: 10-11-06. Sheet- ;45, :HOMEWOOD SUITES - HYDR AREA 3 PIPE FLOW K-FACTOR LENGTH FRICTION •PRESSURE; - NO-NODE GPM FITTING TYPE FTG LOSS PSI' T' - NO. DIAMETER TOTAL - PSI/FT ---------------------------------------- Beard --------------------- VERSION-3.0 111 q= 20.6 K= 5.60 5.2 Pt 13.5Pt 13.5 120 Q= 20.6 F=T 6.6 C= 120 Pe 0.0 Pv -0.1. Vf/s= 4.2 D= 1.408 11.8 0.0329 Pf 0.4 Pn 13.4 .112 q= 0.0 K= 0.00:. 0.4 Pt 13.9 Pt 13.9 121 Q= 86.2 F=T 6.6 C= 120 Pe 0.2 Pv -2.1 Vf/s= 17.8 D= 1.408 .7.0 0.4694 Pf 3.3 Pn 11.8 113 Pt 17.4 ., ----------------------------------------Beard---------------------------------- 114 q= 15.1 K= 5.60 10.0 Pt 7.2 Pt 7.2 122 Q= 15.1F= . 0.0 C= 120 Pe 0.0Pv -0.2 Vf/s= .5.3 D= 1.080 10.0 0.0672 Pf . 0.7 Pn 7.1 - 115 q=- 15.8.K= 5.60 12.6 .. Pt 7.9 Pt 7.9 123 --Q= 30 .8 F=EE 46 C=120 Pe -4 .2 Pv -08--. Vf/s= 10 .*8 D= 1.080 17.2 0.2531 Pf 4.4 Pn 7 1 116 q= 15.9 K= '5.60 -- 120 Pt 8 1 Pt 8.1 124 ..- Q. 46.8 F= 00C= 120 Pe 0.0 Pv -0.6 -Vf/s= 96D=1408---- 120 01504 Pf 1.8 Pn 75 - 117q= 176K= 560 48 - Pt 4-9.9 Pt.- 99 - 125 Q= 64 .4 F=T 66 C=120 Pe -0.0 Pv -12 Vf/s= 13.3 D= 1.408 11.4 --0.2732 Pf 3.1 Pn • 8.7 I 119- -.--• • Pt 13.0 -----.s-.--. -_ ------ ________________ ------------- Beard ----------------------------------- 118 q= 19.9 K= 5.60 -5.2 . - Pt 12.7 Pt 12.7 126 - Q= 19.9 F=T 6.6 C= 120 Pe i 0.0 Pv -0.1 Vf/s= 4.1 D= 1.408 11.8 0.0310 Pf 0.4 Pn 12.5 ----------------- 119q= 0.0 K= 000 18 Pt 13OPt 130 127 Q= 84.3 F=T • 6.6 C= 120 Pe 0.8 Pv -2.0 - Vf/s= 17.4 D= 1.408 8.4 0.4464 Pf 3.8 Pn 11.0 120 Pt 17.6 ----------------------------------------Beard----------------------------------- 121 q= 15.5 K= 5.60 10.0 - . Pt - 7.7 Pt 7.7 128 Q= 15.5 F= • 0.0 C= 12O Pe --0.0:Pv -0.2 Vf/s= 5.4 D= 1.080 10.0 0.0712 Pt 0.7 Pn 7.5 122q= 162K= 560 156 Pt84Pt 84 129 Q= 31.8 F=EE • 4.6 IC=T120 'Pe 7-4.2 -.Pv -0.8 Vf/s= 11.1 D= 1.080 20.2 0.2680 Pt 5.4 Pn 7.6 '123 q= 17.4 K= 5.60. 12.0 Pt 9.7 Pt 9.7 130. Q= .49.2 F= 0.0 C= 120 Pe 0.0 Pv -0.7 Vf/s= 10.1 D= 1.408 12.0 0.1653 Pt 2.0 Pn 9.0 eard Provencher & Associates, Inc.,-,714-7283-1100 Date: -10-,11-0.6 Sheet.. 46 HOt4EWOOD SUITES - HYDR AREA 3 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE . •. NO. NODE GPM FITTING TYPE FTG - LOSS PSI DIAMETER TOTAL PSI/FT . -•. NOTES --------------------------------------Beard---------------------VERSION 3.0-- 124q= 19.1 K= 5.60 4.8 Pt 11.7 Pt 11.7 .131 Q= 68.3 F=T . 6.6 C= 120 Pe 0.0 Pv -1.3 Vf/s= 14.1 D= 1.408 11.4 0.3048 Pf 3.5 Pn 10.3 126 . Pt 15.1 -------------------------------------Beard----------------------------------- 125q= 21.5 K= 5.60 5.2 Pt 14.7 Pt 14.7 132 .Q. 21.5 F=T . 6.6 C= 120 Pe 0.0 Pv -0.1 Vfls= 4.4 D= 1.408 11.8 0.0356 Pf 0.4 Pn 14.6 16q= 0.0 K= 0.00 0.4 Pt. 15.1 Pt: 15.1 133 89.8 . F=T 6.6 C= 120 Pe 0.2 Pv -2.3 Vf4s= .18.5 D= 1.408 7.0 05060- Pf 3.5 Pn: 12.8 . 127 .- . . . Pt 18.8 -------- ------------------------- ----------- 113q= 0.0 -------------------------------------Beard K= 0.00 10.5- -. Pt 17.4 Pt 17.4 134 -Vf/s= 86.2 4.8 F= . D= 2.703 0.0 10.5 C=120 0.0195 Pe Pf 0.0 0.2 Pn Pv--0.2 . 17.2 . . 120Sq -. 0.0 K= 0.00 6.6 .. . Pt 17.6 Pt 17.6 . 135 -4Q= 170.6 F=T -.. 18.7 C=120 Pe 0.0 Pv-0.6 . .. vf/js= 9.5 D= 2.703 25.3 0.0688 Pf 1.7 Pn 16.9 ... - - 128T Pt 193 - ----- ---------------------------------- Beard ----------------------------------- 127jq= 010 K= 0.00 2.9 ---. Pt 18.8..Pt18.8 . . 136 -- 89.8 F=T . .- 18.7 C= 120 Pe 0.0 Pv -0.2 .vf4s= 5.0 D= 2.703 21.6 0.0210 Pf 0.5 Pn 18.7 - - .128q= 0.0 K= 0.00 45.0 Pt .19.3 Pt 19.3 137 ..Q= 260.4 F=3ET 46.6 C=120 Pe - 4.8 Pv-1.4 14.6 D= 2.703 91.6 0.1510 Pf 13.8 Pn 17.9 1291q= 0.0 K= 0.00 7.5 . - Pt 37.9 Pt --------------- 37.9 138 Q= 179.3 F=T 10.0 C=,150 Pe 0.0 Pv -2.2 Vf/s= 18.3 D= 2.003 17.5 0.2156 Pf 3.8 Pn 35.7 ------------ 0.0 K= 0.00 51.8 • Pt 41.7 Pt 41.7 139 Q= 49.8 F=TTEE10R 52.0 C= 150 Pe -0.3 PV -0.2 ......- : - Vf/s= 5.1 D= 2.003 103.8 0.0201 Pf 2.1 Pn 41.5 148 1 Pt 43.4 ------- --------------------------------- Beard ------------------------------------ - 148q= -0.0 K= 0.00 19;1 - Pt 43.4 Pt 43.4 .. . 157 Q= 49.8 F=3R 3.0 C= 150 Pe 0.7 Pv -0.2 Vf/s= 5.1 D= 2.003 22.1 0.0201 Pf 0.4 Pn 43.2 --------------- 149 q= 0.0. K= 0.00 .16.0 Pt 44.5 Pt 44.5 158 Q= 49.8 F=RR 2.0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.1 D= 2.003 18.0 0.0201 Pf 0.4 Pn 44.4 - -- eardProvencher & Associates, .Inc714_2831100 Date: .10-11-06 Sheet 47 HOMEWOOD SUITES - HYDR AREA 3 - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG :LOSS PSI ----- -- NO. DIAMETER TOTAL PSI/FT --:'.- NOTES V -----------------------------------Beard---------------------VERSION 3.0-- 150 q= 0.0 K= 0.00 16.0 Pt 44.9 Pt 44.9 159 Q= 49.8 F=RR V 2.0 C= 150 Pe 0.3 Pv -0.2 - Vf/s= 5.1 D= 2.003 18.0 0.0201 Pt 0.4 Pn 44.7 151 q= 0.0 K= 0.00 .- 16.0 Pt 45.6 Pt 45.6 160 Q= 49.8 F=RR. 2.0 C= 150 Pe -0.3 Pv -0.2 Vf/s= 5.1 D=2.003 V 18:0. 0.0201 Pt 0.4 Pn 454 V V V ---------------- 152q= 0.0 K= 0.00 V 16.0 Pt 45.6 Pt 45.6 161 Q= 49.8 F=RR VV 2.0 C= 1.50 Pe 0.0 Pv -0.2 V Vf/s= 5.1]J= 2.003.-- 18.0: 0.0201 Pt 0.4 Pn - V 45.5 17 153q= 0 .0 K= 000 160 i Pt 46.0 Pt 460 162 Q= 49.8 F=RR V - V 2.0--C= 150 Pe 0.3 Pv --0.2 Vf/s=. .5.1 D=. 2 .003 _ V . 18.0 0.0201 Pt 0.4 Pn 45.8 154 q= 0.0 K 0;00 14.7 Pt 46.7VPt'-46.7 -V 163 Q= 49.8 F=RR V 2.0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.1 D= 2.003 16.7 0.0201 Pt 0.3 Pn -46.5 --------------- 155q= OOK= 000 1255 .= Pt 470Pt 470 164 - Q='-49.8F=ET16R.." 37.0 C=-f50 Pe -1.0 Pv -0.2 - V Vf/s= 5.1D= 2.003 . 162.5 0.0201 Pt 3.3 Pn 46.8 V 156q= 0.0 K-_ 000 20 - Pt 493 Pt 493 165 * Q= 103.5 F=TT V 20.0 C= 150 Pe 0.0 Pv -0.7 V Vf/s= 10.5 D= 2.003 22.0 0.0779 Pt 1.7 Pn 48.5 70 . . V V. Pt, 51.0 V 62 q= VV 00 K= 0.00 22.0 -------------------------Beard---------------------------------- . Pt 62.4 Pt 62.4 V V 166 Q= 260.4 F= 0.0 C= 150 Pe 0.0 Pv -1.0 Vf/s= 12.2 D= 2.952 22.0 0.0650 Pt 1.4 Pn 61.4 157q= 0.0K= 0.00 13 .2 Pt 63.8 Pt 63.8 V 167 Q= 260.4 F=LLL 21.8 C= 120 Pe 3.7 Pv -0.6 Vf/s= 9.7 D= 3.314 35.0 0.0560 Pt 2.0 Pn 63.2 158q= 0.0 K= 000 600 Pt 69 .5 Pt , 695 168 . Q= 260.4 F=6LGT . . 155.8 C=.150 Pc 0.4 Pv -0.0 .,Vf/s= 2.7 D= 6.280 - 215.8 0.0016Pf - 0.4 Pn 69.5 159 q= 100.0 ADD HYD FLOW 256.0 - - Pt 70.3 Pt 70.3 V V 169 Q= 204.6 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.3 D= 7.970 . 329.9 0.0003 Pt 0.1 Pn 70.3 160 q= 0.0 K; 0.00 V 82.0 Pt 70.4 Pt --------------- 70.4 170 Q= 190.4 F=GGT 61.1 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 7.970 143.1 0.0003 Pt 0.0 Pn 70.4 j. .gear &provencher& Associates, Inc. 114-283-1100 Date: 1O-11-06. ;Sheet; 48. HOMEWOOD SUITES - HYDR AREA 3 - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE •• GPM FITTING TYPE FTG LOSS PSI - NOAA1, DIAMETER TOTAL PSI/FT NOTES -------------------------------------------Beard---------------------VERSION 3-0r 7_.'- .161 0.0 K= 0.00 250.0 Pt 70.5 Pt 70.5 171 Q= 190.4 F=GT 80.2-C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 0= 9.780 330.2 0.0001 Pf 0.0 Pn 70.5 165 <<<<<<<< Supply point >>>>>>>> Pt 70.5 - FIXEDDEVICE: Doubler Detector Check Valve Pf 6.0 NOTE: Fixed TOTALEQUIRED INCLUDING FIXED PRESSURE LOSS Pt 76.5 pressure added. -----------------------------------------Beard---------------------------------- 160 j=..0.0 K= 0.00 . 580.0 :.: .., Pt 70.4 Pt 70.4 172 14.2 F=LLGG - . 48.3.C= 150- Pe •0.0.Pv -0.0 Vf/= 0.1 D= 7.970 628.3 0.0000 Pf 0.0 Prr 70.4 Pt 70.4 - - ----------- - - - - - - - - ------ - - - -- - - - - - - --- - - - - - Beard ----------- --------------- 159100.0 ADD HYD FLOW 480.0 Pt' 70.3-Pt 70.3 -;.- 173 = 155.8 FLGT 73.9 C='150 Pe .0.0 Pv.0.0 1.0 ]D= 7.976 5.53 .9 0.0002 Pf 0.1 Pn, 70 3 162= '0.0 K"_ 000 1320 Pt 704Pt 704 174 = 170.0 F=G --- 5.7 C= 150 Pe 0.0 Pv...0.0. . 7.970:..- 137.7 0.0002 Pf 0.0 ----- 163-_q= 00K= 000 850 Pt 7055Pt.705 175- -T=170.0 F=LGT . .- 103.5 C= 150- Pe 0.0 Pv.-0.0 Vf/= 0.7 D= 9.7801.......J-- 188.5 0.0001 Pf 0.0 Pu .70.5 --------------- 164= 0 .0 K= 000 6300. Pt 70 .5-.Pt 705 176 Q=170.0.F=TG 82.6 C; 150 Pe 0.0 Pv-0..0 Vf/= 0.5 D=11.630 712.6 0.0000 Pf. 0.0 Pu 70.5 . 165 1 <<<<<<<< Supply point >>>>>>>> Pt 70.5 FIXED:DEVICE: Double Detector Check Valve ..Pf . 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 76.5 pressure added. ------- T - ------------------------------ Beard -------------------------- -------- - . . ç r •- - - . ••---. -- - .- Beard Provencher & Associates, Inc. 714-283-1100 Date: 10-11706 Sheet 49 * HYDRAULIC DESIGN INFORMATION SHEET * Name HOMEWOOD SUITES (HYDR AREA 4) Date 10-11-2006 Location 6100 YARROW DRIVE. CARLSBAD, CA System No.__________ Building _Drawing No.FP3 Contractor APEX FIRE PROTECTION, INC. (818) 266-9151 Contract No. D3356 Construction: COMBUSTIBLE *NON-COMBUSTIBLE Ceiling Ht.8.5 ft Occupancy MEETING RM SNFPA 13: *Lt.Haz. ** Ord.Haz. Gr. _1_2....3 ** Ex.Haz._l_2 Y : NFPA: 13D 13R 231- 231C Figure _Curve_______ S Other (Specific ruling) T : Authority having Jurisdiction CARLSBAD FIRE DEPT E: ---------------------------------------- ------------------------------------ M : Area of Sprinkler operation 935 : ** SYSTEM TYPE ** Density .10 : _Wet __Dry fleluge _Pre-Action D : Area per sprinkler 105-156 :----------------------------------------- E : Hose allowance GPM: inside : ** SPRINKLER or NOZZLE ** S : Hose allowance GPM: outside 100 : Make•_TYCO Model ____TYFRB _OR I : Rack sprinklers allowance : Orifice Size 2/2" K-Factor 5.6 G : S : Temperature rating _155 deg. N CALCULATION GPM required 205.0 PSIequired _53.8at base of :A.S.Riser SUMMARY : GPM required 305.0 PSI required 60.6 at point-0f supply. ? C-Factor used: Overhead 120 Underground 150 W A : * * * * WATER FOW TEST-**** : * * * TANK * WELL'**. T-: I -- -- - : E: Test Date APR 2005 : Pump Capacity N.A. R : Static PSI 100 : Pump Pressure Residual PSI 95 : Pump Elevation S : GPM Flowing 680 : Tank Capacity N.A. - U : ElevatiOn Grade .: Tank Elàt:Lon 'th -• - P : : Well Proof Flow N.A. P : ------------------------------------ L : Location Point of Connection Source of information WESTCOAST FIRE PROTECTION C : Commodity O : Location : Class__________ M : Storage Height : Aisle width : Area____________ M Storage Method: Solid piled 6 Palletized % Rack % O : Plastics - D : I: T : _Single row _Conventional pallet _Automatic storage _Encapsulated Y : : _Double row _Slave pallet _Solid shelving _Non- :R : Multiple row _Open Encapsulated S :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal Transverse : _________ft. _in. R: A : : G : : Horiz. barriers provided E INS 80— P r 70— e 65.0 S S • U -- 55.0 r e BeardProvencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 50 HOMEWOOD SUITES (HYDR AREA 4)__ L __ D . . ..................................................................... : : : : I-. J / E : . : •. : - 100 200 300 400 500 600 . 700 800 900 1000 Water Flow GPM LETTER DESCRIPTION - - A = Static Pressure of =-100.0.p.s.i. B = Residual Pressure •of.95.0.p.s.i. at 680.0 G.P.M. C = 90.0 percent Static - 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 3.7 p.s.i. Elev of 8.5 ft. F = Base of Riser Demand 53.8 p.s.i. at 205.0 G.P.M. G = Point of Conn Demand 60.6 p.s.i. at 305.0 G.P.M. The City Supply provides 98.9 p.s.i. at 305.0 G.P.M. which leaves a buffer of 38.3 p.s.i. at system demand. eard' Provencher & Associates, Inc. 714-283-1100 Date:- -09-05-06.. Sheet .•51 HOMEWOOD SUITES - HYDR AREA 4 K-FACTOR CALCULATIONS - PIPE FLOW K- FACTOR.-' LENGTH FRICTION PRESSURErrrT4: NO. NODE GPM FITTING TYPE FTG LOSS-'- psi NO. DIAMETER TOTAL PSI/FT - - NOTES. 1 q= 14.8 K= 5.60 1.3 Pt 6.98 NODE 132 A Q= 14.8 F=T 5.0 C= 150 Fe 0.00 K= Q/(P) D= 1.101 6.3 0.0390 Pf 0.25 K= 14.80/C 7.23 2 - . - - Pt 7.23. K= 5.50 -------------------------------------------------------------------------------- 1 q= 15.2 K= 5.60 0.5 Pt 7.37 NODE 138440,143,145 B -' Q= 15.2.F=T 5.0 C= 150 Pe .0.00 K= Q/(P) D= 1.101 5.5 0.0410 Pf 0.23 K= 15.20/( 7.59 )• 2 - Pt 7.59 K= 5.52 I. . t - BeardProvencher & Associates, Inc.714-283-1100 Date 10-11-06 Sheet 52 - Sprinkler System Analysis HOMEWOOD SUITES - HYDR AREA 4 TOTAL FLOW AVAILABLE: Static Pressure 100.0 PSI BUFFER ALLOWED: 10 %:- Residual Pressure---95.0 PSI - . at Discharge of 680 GPM :- NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM ---------------------------------------------------------------------VERSION 3.0-- 1 29.5 32.1 2 28.9 30.8 3 28.9 30.8 29.5 30..5 5 28.9 30.7 6 28.9 30.7 •..7. 29.5 30.4 29.5 30.2 -1 9 29.5 29.2 7f: 10 28.9 29.6 • .jli 277 301 27,7 - 30.1 28,5 . 29.8 14 28.2 29.9 28.2--29.9 116 28.5 29.8 117 . 27.7 30.1 28.5 29.8 119 29.5 -• 29.4 =120 . 27.7 30.3 21 . 28.5 30.0 28.2 30.]. 123 27.7 30.3 124 • 28.2 30.1 T25 - . 27.7 30.3 26 29.5 29.6 42 7 29.5 29.6 28 28.9 30.1 J29 27.7 .30.7 28.5 30.3 - • -31 27.7 30.7 32 28.2 30.4 --I33 27.7 • • 30.7 A13 4 .28.5 30.3 35 28.2 30.4 36 27.7 . 30.7 37 29.5 29.9 38 29.5 30.2 39 19.3 36.7 • 40 19.3 • . 36.6 41 19.3 34.6 42 19.3 33.2 • 43 19.3 33.4 44 19.3 34.6 45 19.3 34.6 46 9.6 41.8 .4 eard1Provencher & Associates, Inc;714-283-1100 Date: 10-11-06 •. Sheet4. 53 HOMEWOOD SUITES HYDRAREA. 4 NODE ELEVATION SPRK PRESSURE DISCHARGE .. .. NO. FEET COEF PSI GPM - . - 47 8.6 - . . 47.4 ..•.- 48 8.6 47.4 - 49 8.6 ... 47.4 50 8.6 47.4 51 9.1 .. . 47.1 52 9.6-:- . .46.9- .53 9.61-T. . 46.9 54 8.0 . - . 47.9 55 91 -. . 474 - 56 9.6 -. 47.2 57 - 9.6 - 47.2 58 . 9.1. - . . - 477 -59. 9.1k .47.7 . 60 - 9.6- 47:-5 -61 . 9.6 - . . 47.5 62 9.6 - . . 4• .63 9.1L. 46.0 64 9.6- -: 45.8 - 65 - 9.6 -- 45.8 . -- 66 . 9.1- : .44;8 . 67 S . 9.1T?. - 44.8 68 ., . 9.6. 44.6 69 -9. 6 - 446 70 - .40:6 - 71 8.6:: -- 40.4 1; 72 -. 8.0-- 40.7 73 . 9.1 - . - 40.2 - 74 9.6- 40.0 75 9.61.- 40.0 - 76 8.8 :- - 37;2 77 .- 8.0 37:-3 78 . 8.0 373 79 8.0 ,: -. 37.4 80 8.8 - 37.1 81 8.0 37.5 82 8.67 37.5 83 8.8 - 37.2 84 8.0 - 37.5 -- . 85 8.0 . 37.5 86 8.8 37.1 87 8.0-. 373 . .? 88 8.0 37r3 - 89 8.8 37.0 90 8.0 37.2 91 8.0 37.2 92 8.8 36.9 93 8.0 - 37.2 94 8.8 - 36.9 95 . 7.5 . 37.4 96 - 8.8 . 36.9 97 - 8.0 - 37.2 98 7.5 .37.4 earaProvericher & Associates, Inc.:214-283-1100 -Date: 10-11-06 Sheet 54 • HOMEWOOD SUITES - HYDR AREA 4 :NODE ELEVATION SPRK PRESSURE DISCHARGE .N0. FEET COEF PSI .GPM -------------------------------------------------------- ------------------- 8.8 36.9 .r100 8.8 36.9 101 8.8 36.8 102 8.0 37.1 03 8.8 36.7 7.5 -37.2 L05 . 7.5 .. .37.2 . 06 8.8 . 36.6 07 10.6 35.8 108 10.6 35.8 . 20.2. 31.6 110 20.2 31.6 . 20.2 31.6 - *12=... 20.2 p31.6 't13 • . 19.-8 -31.8 . 14 12.0. - . . . ..35.2 15 12.0 35.2 21.6 . .31.0 . ,- •. .• 21.6 . -31.0 -us -- 21.6 -31.0 419 21.6 31 0 320 19.8 31.8. - 10.6 .35.8 ; -. 22 10.6 35.8 20.2 31.6 . - .. 20.2 31.6 -• :325 20.2 31.6. 20.2 31.6 .27 19.8 .31.8 . 128 19.8 31.8 29 8.8 . 36.6. 30 8.8 36.3 7.5 5.60 7.0 14.8 - 132 7.5 5.50 8.1 15.6 33 7.5 5.60 8.9 16.7 8.8 -135 7.5 5.60 - 7.2 15.1 i36 7.5 . . 5.60 p7.9 -; 15.8 .137 -- 8.8 7.9 -138 . 8.5 5.52 il-9. . 16.8 _39 7.5 5.60 .8.4 16.,3 140 8.5 5.52 8.9 16.5 141 - 8.8 10.4 142 7.5 5.60 11.6 19.1 143 8.5 5.52 12.3 19.4 144 - 7.5 . 5.60 11.9 19.3 145 -- 8.5 5.52 - 12.7 19.7 146 8.8 14.9 147 8.8 . - 16.5 148 9.6 24.6 149 8.0 26.4 150 8.0 27.3 eard!Provencher & Associates, Inc:714-283-1100 Date: 10-11-06 Sheet - -- HOMEWOOD SUITES - HYDR AREA 4 - NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI ------------------------------------------------------------------------------- GPM 151 7.3 . -28.5 152 8.0 29.1 153 8.0 29.9 154 7.3 31.1 155 7.3 - 32.0 156 9.6 39.0 157 9.6 48.8 158 1.0 53.8 159 0.0 -54.5 • 100.0. Hydrant Flow, 160 0.0 54.5 161 0.0 54.6 . 162 0.0 • 54.5 . 163 • . 0.0 54.6 164 • 0.0 -I54.6 165 0.0-1 :i60.6 Supply Point I 166 8.0 • . i47.4 .• -- 167 - 9.6 L46.7 -••I .- . Eea.rdProvencher & Associates. Inc. .714-283-1100 Date:-.10-11-06:Sheet HOMEWOOD SUITES - HYDR AREA 4 --z' PIPE - FLOW K-FACTOR LENGTH PFRICTION PRESSURE NO, NODE GPM FITTING TYPE FTG LOSS PSI NO DIAMETER TOTAL PSI/'T NOTES ------------------------------------Beard---------------------VERSION 3.0-- 4:q= 0.0 K= 0.00 . 181.5 Pt 30.5 Pt 30.5 1 Q= 29.1 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.0 D= 2.003 211.5 0.0074 Pt 1.6 Pn 30.4 1.; Pt 32.1 ------------------------------------Beard----------------------------------- 7q= 0.0 K=. 000.,, 9.8 Pt 30.4 Pt 30.4 4 29.1 F=RR 2.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.0 D= 2.003 11.8 0.0074 Pf 0.1 Pn 30.4 41, Pt 30.5 .1----------------- --------------------------------- --- ------- - 8q= 0.0 K=' 0.00 -----------------Beard 15.2 Pt 30.2 Pt 30.2 7 = 29.1 F=T3R, 13.0 .C= 150 Pe 0.0 Pv -0.1 Vfis= 3.0 D=2.003 J 28.2 L0.0074 Pt 0.2 Pn 30.1 7 - - . Pt 30.4 0.0 K=:0.00 214.7 -------------------------------------.-Beard------------------------------------ Pt 29.2 Pt 29.2 8 iQ= 20.7 F=2T20R 40.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.1 D= 2.003 254.7 0.0040 Pt 1.0 Pn 29.2 Pt 30.2 - ----------------- Beard ------------------------ ---------- 0.0 K=000 51.8 Pt 29.2 Pt 29.2 9 Q= 16.6 F=T5R 15.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.7 0= 2.003 66.8 0.0026, Pt 0.2 Pn 29.2 19--I Pt 29.4 -----------------------------------Beard---------------------------------- 19q= 0.0 K= .0.00 65.0 Pt 29.4 Pt 29.4 19 rEQ 16.6 F=8R 8.0 C= 150 Pe 0.0 Pv -0.0 - Vf/js= 1.7 0= 2.003 73.0 0.0026 Pt 0.2 Pn 29.4 274 Pt 29.6 ------------------------------------Beard---------------------------------- 274= 0.0 K= 0.00 100.4 Pt 29.6 Pt, 29.6 27 0= 16.6 F=E11R 22.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.7 0= 2.003 122.4 0.0026 Pt 0.3 Pn 29.5 37 Pt 29.9 ----------------------------------Beard---------------------------------- 37,q= 0.0 K=0.00 96.3 Pt 29.9 Pt 29.9 37 16.6 F=T11R 21.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.7 D= 2.003 117.3 0.0026 Pf 0.3 Pn 29.9 384= 0.0 K= :0.00 - 2.0 Pt 30.2 Pt 30.2 38 .Q= 8.3 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D= 2.003 12.0 0.0007 Pt 0.0 Pn 30.2 8 Pt 30.2 -----------------------------------Beard----------------------------------- 1 q= 0.0 IC= 0.00 11.6 Pt 32.1 Pt 32.1 39 Q= 29.1 F=ET 21.0 C= 150 Pe 4.4 Pv -0.1 Vf/s= 3.0 D= 2.003 32.6 0.0074 Pt 0.2 Pn 32.0 39 Pt 36.7 -----------------------------------Beard---------------------------------- - 0 eardProvencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet - 57 .HOMEWOOD SUITES - HYDR AREA 4 PIPE FLOW K-FACTOR LENGTH FRICTION • PRESSURE - --~ NO. NODE GPM FITTING TYPE FTG .. -LOSS - V PSI - NO. DIAMETER TOTAL PSI/FT t : NOTES , -----------------------------------------Beard---------------------VERSION 3.0-- 42 q= 0.0 K= 0.00 11.6 Pt 33.2 Pt 33.2 -' 40 Q= 37.4 F=ET 21.0 C= 150 Pe _-4.4 Pv -0.1 V Vf/s= 3.8 V D= 2.003 32.6 0.0118 Pf 0.4 Pn 33.1 9 Pt 29.2 ---------------------------------------- Beard--------------------------- ----------V 38 q= 0.0 K= 0.00 11.6 Pt 30.2V Pt 30.2 V 41 Q= 8.3 F=ET 21.0 C=150 Pe VV 4.4 PV -0.0 Vf/s= 0.8 D= 2.003 32.6 Pf 0.0 Pn 30.2 45 .1 Pt 34.6 -----------------------------------------Beard---------------------------- 40 q=V. 0.0 K=- 0.00 1.4 Pt -36.6 Pt 36.6 42 Q=.. 30.9 F=T 10.0 C=.150, Pe ;V.0.0 Pv -0.1 -+-. Vf/s= "3.1 D= 2.003 11.4 -D'.0083 Pf -' 0 1 Pn 36.6 , • 39 •. Pt 36.7 V - -------Beard ------- - -- - - - - - - - - - - - - - - - - - ------T - V --- - V -- ------- 41 q 0.0 - ------- -------- --- K= 0.00 V 206.5 Pt 34.6 Pt 34.6 - 43 Q -30.9 FT25R 35.0 C=150. Pe --0.0 Pv -0.1 VJ Vf/s= 3.1 D= 2.003 241.5 0.0083 V Pf. 2.0Pn 34.6 40 V Pt 36.6 V ----Beard------------------------------ 43 q= 0.0 K= 0.00 214.7 Pt: 33.4 Pt 33.4 44 Q V4 F=TT 20.0 C:-150. Pe - .0.0 Pv -0.0 Vf/s= 2.5 D= 2.003 234.70.0052 Pf:1.2rPfl 334 41 .. V Pt 34.6 ----------------------------------------Beard----------------------------- 42 q= 0.0 K= 0.00 1.4 Pt 33.2 Pt 33.2 - V 45 Q= 42.6 F=T 10.0 C= 150 Pe 0.0 Pv -0.1 . Vf/s= 4.3 D= 2.003 11.4 0.0150 Pf 0.2 Pn 33.1 V V --------------- 43 q= 0.0 K= 0.00 316.3 V Pt 33.4 Pt 33.4 46 Q= 18.5 F=3T35R 65.0 C= 150 Pe 0.0 Pv -0.0 V Vf/s=- 1.9 D= 2.003 381.3 0.0032 Pf 1.2 Pn 33.4 V --------------- 44 q= 0.0 K= 0.00 2.0 V V Pt 34.6 Pt 34.6 VV47 Q= 6.8 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 2.003 12.0 -0.0005 Pf 0.0Pn 34.6 - V ------ 41 • Pt -34.6 V .. Beard 44 q= 0.0 K= 0.00 • • V 1.4 . Pt 34.6 Pt 34.6.-- 48 Q= 11.6 F=T 10.0C=150 Pe-0.0PV -0.0 • Vf/s= 1.2 D= 2.003 11.4 0.0014 Pf- 0.0 Pn 34.6 45 Pt 34.6 -----------------------------------------Beard 39 q= 0.0 K= 0.00 11.2 - Pt 36.7 Pt 36.7 49 0= 60.0 F=ET 21.0 C= 150 Pe 4.2 Pv -0.3 Vf/s= 6.1 D= 2.003 32.2 0.0283 Pt 0.9 Pn 36.5 46 Pt 41.8 --------------Beard eardProvencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 58 .HOMEWOOD SUITES HYDR AREA 4 PIPE L FLOW K-FACTOR LENGTH: FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTGt LOSS Z PSI : - NO DIAMETER TOTAL PSI/FT NOTES -----------------------------------Beard---------------------VERSION 3.0 7- 130q= 0.0 K= 0.00 11.2 Pt 36.3 Pt 36.3 -. 50 1.Q= 79.9 F=TT 20.0C= 150 Pe -4.5-Pv -0.4 Vf/s= 8.1 D= 2.003 31.2 0.0482 Pf 1.5 Pn 358 42 Pt 33.2 ---------------------------------- -- ---------------------------------Beard 45q= 0.0 K= 0.00 11.2 Pt 34.6 Pt- 34.6 51 '!Q= 19.9 F=ET 21.0 C= 150 Pc 4.2 Pv -0.0 - vf7s= 2.0 D= 2.003 32.2 0.0037 Pf 0.1 Pn. 34.6 1561 Pt 39.0 -----------------------------------Beard------------------------------------ 46q= 0.0 K= 0.00 156.2 Pt 41.8 Pt. 41.8 52 . T.:'Q 60.0 F=15R 15.0 ..C= 150. Pc 0.0 :PV -0.3 " Vfis= 6.1 D= 2.003 11.2 0.0284 Pf 4.9 Pn 41.6 .167 . Pt 46.7 . ------------------------------------Beard---------------------------------- 1671q= 0.0 K= 0.00 '5.6 Pt 46.7 Pt 46.7 54 IQ= 60.0 F=2R ' 2.0C= 150 Pe 0.0 -Pv -0.3 - Vf/s= 6.1 tD= 2.003 7.6 0.0284 Pf 1 0.2 Pn 46.5 53 . -: '.. Pt 46.9 --------------------------------------Beard 53q= 0.0 K= 0.00 7.5 Pt 46.9 Pt', 46.9 61 4Q= 60 0 F=3R 3 0 C= 150 Pe 0 .-O -Pv -0.3 - Vf/s= 6.1 ]J= 2.003 10.5 0.0284 -Pf 0.3 Pn'46.7 57 J Pt 47.2 ------- ----------------------------------Beard 57fq= 0.0 K= 0.00 8.5 Pt 47.2 Pt 47.2 65 :.Q=' 60.0 F=R 150 Pe 0.0.Pv -0.3 - Vf/s= 6.1 D= 2.003 9.5 0.0284- Pf 0.3 Pn. 47.0 Pt 47.5 -, ------------------------Beard---------------------------------- 61.q= 0.0 K= 0.00 4.6.- Pt 47.5 Pt 47.5 69 .Q= 60.0 F=T 10.0 C= 150 Pc 0.0 Pv -0.3 Vf/s= 6.1 D= 2.003 14.6 0.0284 Pf 0.4 .Pn 47.2 62 f Pt 47.9 -----------------------------------Beard---------------------------------- 657q= 0.0 K= 0.00 3.5 ' Pt 45.8 Pt /45.8 . 70 .Q= 145.0 F=TR 11.0 C= 150 Pe 0.0 Pv -1.5 Vf/s= 14.8 D= 2.003 14.5 . 0.1454.. Pf 2.1 Pn 44.3 62 . . , . . Pt 479 . .. - Beard ---------------- 69q= 0.0 K= 0.00 6.3 . Pt 44.6 Pt ------------------- 44.6 73 Q= 145.0 F=RR 2.0 C= 150 Pe 0.0 Pv -1.5 Vf/s= 14.8 D= 2.003 8.3 0.1454 Pf 1.2 Pn 43.1' 65 Pt 45.8 -----------------------------------Beard 70 q= 0.0 K= 0.00 14.5 Pt 40.6 Pt 40.6 77 Q= 145.0 F=T3R 13.0 C= 150 Pc 0.0 Pv -1.5 Vf/s= 14.8 D= 2.003 27.5 0.1454 Pf 4.0 Pn 39.1 69 ' . . Pt 44.6 Beard---------------------------------- S eard' Provencher &.Associates; Inc.-'714-283-1100 Date: 10-11-06 Sheet 59 HOMEWOOD SUITES - HYDR AREA 4 -- PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG. " LOSS " PSI ' - NO. DIAMETER TOTAL PSI/FT . : NOTES -----------------------------------Beard---------------------VERSION 3:0-- 75 q= 0.0 K= 0.00 - 31.6 Pt 40.0 Pt. 40.0 78 Q= 44.2 F=5R 5.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.5]D= 2.003 36.6 0.0161 Pf 0.6 Pn 39.9 70 Pt 40.6 ------------------------------------Beard---------------------------------- 76 q= 0.0 K= 0.00 ' 135.3 Pt 37.2 Pt 37.2 . 8.3 Q= 44.2 F=2E2T15R. 57.0 C= 150 Pe -0.3 Pv -0.1 ... Vf/s= 4.5 13= 2.003 192.3 0:0161 Pf '3.1 Pn 37.1 75 .. Pt 40.0 ' ----------------------------------------Beard------------------------------- 83 q= 0.0 K= 0.00 0.9 Pt 37.2 Pt 37.2 - 84 --Q= 44.2 F=R ' 1.0 C='150 Pe' 0.0 Pv -0.1 ...-... .. Vf/s= 4.5 13= 2:003 ' 1.9 0.'O163 Pf 0.0 Pn 37.1 ..':, 76 . '' Pt 37.2 --------------------------------------Beard------------------------------------ 77 q= 0.0 K= '0.00 9.0 . Pt 37.3 Pt 37.3 85 Q= 5.0 F=R'-' -' 1:0 C= 150 -Pe' -0.0 Pv -0.0' Vf/s= 1.7 D= 1.101 , 10.0 0:0053 Pf 0.1 Pn' 37.2 T - - 78 q= 0.0 K= .0.00 -' 7•5' , -" Pt 37.3-Pt 37.3 86 . Q= , 5.0 F=R ..::, ' - 1.0 C=-150 Pe 0.0Pv. -0.0 - Vf/s= 17D=1].01 85 00053 '-Pf 00Pn 373 - 79 q=' 0.0 K= ..00 3.3 1 Pt 37.4 Pt 37.4 87 Q= 5.0 F=T -' 5.0-,C='150 Pe -0.3 Pv -0.0 Vf/s= 1.7 13= 1.101 8.3 0.0053 Pf 0.0 Pn 37.3 --------------- 80 q= 0.0 K= 0.00' 10.7 Pt 37.1 Pt' 37.1 ' 88 Q= 5.0 F=R '. ' 1.0 C 5150 Pe 0.3 Pv -0.0 ' Vf/s= '1.7 D= 1101 , ' 11.7 '0.0053 Pf 0.1 Pn 37.0 .81 q= 0.0 K= .0.00 . 6.8 Pt 37.5 Pt - 37.5 . 89 Q= ' 5.0 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.7 D= 1.101 7.8 0.0053 Pf 0.0 Pn 37.4 82 q= 0.0 K= 0.00 4.5 Pt 37.5 Pt' 37.5 - 90 Q= 5.0 ' F=T 71 .5..:0 C= 150 -Pe -0.3 Pv -0.0 Vf/s= 1.7 D= 1.101 , ' 9.5 0.0053 Pf 0.1 Pn 37.5 ' 83 -- ' .. Pt 37.2 -----------------------------------Be"ard------------------------------ 86 q= 0.0 K= 0.00 ' ' 5.8 -; Pt 37.1 Pt 37.1 - 91 Q= 39.2 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.0 D= 2.003 ' 6.8 0.0129 Pf 0.1 Pn 37.0 83 Pt 37.2 -----------------------------------Beard----------------------------------- 89 q= 0.0 K= 0.00 10.8 Pt 37.0 Pt 37.0 94 Q= 39.2 F=R ' 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.0 D= 2.003 • 11.8 0.0129 Pf 0.2 Pn 36.9 86 Pt 37.1 -----------------------------------Beard----------------------------------- eardProvencher & Associates, Inc.:714-283-1100 Date: 10-11-06 Sheet 60 HOMEWOOD SUITES - HYDR AREA 4 - PIPE I FLOW K-FACTOR LENGTH , • FRICTION PRESSURE: -,- NO. NOOE GPM FITTING TYPE FTG LOSS - PSI . NQ. DIAMETER TOTAL PSI/FT NOTES - ----------------------------------------Beard---------------------VERSION 3.0-- 101 q= 0.0 K= 0.00 9.0 - -- Pt -36.8 Pt---36.8 97 Q= 39.2 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.0 D= 2.003 10.0 0.0129 Pt 0.1 Pn 36.7 89 Pt 37.0 ----------------------------------------Beard------------------------------------ 10O q= 0.0 K= 0.00 :- 5.9 Pt 36.9 Pt 36.9 -- 108 - Q= 5.0 F=T 5.0 C= 150 Pe 0.3 Pv -0.0 . - - 1.7 D= 1.101 10.9 0.0053 Pf 0.1 Pn -36.8 - 7-1 Pt 37.3 ----------------------------------------Beard------------------------------------- 10 g=. 0.0 K= 0.00 23.6 Pt -36.8 Pt - 36.8 - 109.Q=- 5.0 F=2ET 32.0. C= 150 Pe. 0.0 Pv -0.0 - -.. Vf/s= 0.5 D= 2:003 55;6 0.0003 Pt , .0.OPn'.- 36.8 - 100, Pt 36.9 - ------------------------- - -------------------Beard------------------------------ 10 3, q= 0.0 K= 0.00 . . -: Pt 36.7 Pt -36.7 110 - Q= 44.2 F=R- - . 1.0 C= 150 Pe 0.0 Pv -0.1 V/s= 4.5 D= 2.003 5.7 0.0161 Pt 0.1 Pn 36.6 -----10 . . . . Pt 36.8 - - - --------------------Beard ---------------------------------- 106- q= -0.O K= 0.00 5.7 - - Pt 36.6 Pt 36.6 - 112--.1 .Q= 44.2 F=R ',.7 1.0 C= 150 Ps -0.0. Pv -0.1 •'--; , 4.5 D= 2.003 6.7 0.0161 Pt 0.1 Pn 36.5 . Pt '36.7 ---- -Beard--------------------------------- 129 q= 0.0 K= 0.00 4.3 . - Pt 36.6 Pt 36.6 115. Q=.44.2 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 - -V/s= 4.5 D= 2.003 5.3 0.0160 Pt 0.1 Pn 36.4 - - 10 - Pt 36:6 :- ----- --------------------------------- -Beard 13 q= 0.0 K= 0.00 7,5 Pt 36.3 Pt 36.3 138 - Q= 44.2 F=T 10.0 C= 150 Pe 0.0 Pv -0.1 V/s= 4.5 D= 2.003 17.5 0.0161 Pt 0.3 Pn 36.1 129 Pt 36.6 ----------------------------------------Beard---------------------------------- 148 q= 0.0 K= 0.00 51.8 -- Pt 24.6 Pt: 24.6 139 T Q= 124.1 F=TTEE10R 52.0 C= 150 Pei 0.3 Pv -1.1 .. . 12.6 D= 2.003 . 103.8 0.1090 Pt 11.3 Pn 23.5 13 . Pt 36.3 - --------------------------------- Beard --------------------------------- 131 q= 14.8 K= . 5.60 13.2 Pt -7.0 Pt-' 140 Q= 14.8 F=2ER 15.0 C= 150 Pe 0.0 Pv -0.2 - Vf/s= 5.0 D= 1.101 28.2 0.0392 Pt 1.1 Pn - 6.8 --------------- - . 132 q= 15.6 K= 5.50 6.2 Pt 8.1 Pt 8.1 141 Q= 30.5 F=T 5.0 C= 150 Pe -0.6 Pv -0.7 Vf/s= 10.3 D= 1.101 11.2 0.1486 Pf 1.7 Pn 7.4 134 . Pt 9.2 -------------------------------Beard eardProvencher & Associates, Inc.714-283-1100- .Date: 10-11-06 Sheet 61-. HOMEWOOD SUITES - HYDR AREA 4 -.• - - - PIPE • FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL :PSI/FT -- ;NOTES - - ---------------------------------------- Beard --------- - ----------- VERSION 3.0-- 133 q= 16.7 K=. 5.60 5.2- -- Pt 8.9 Pt 8.9 142 0= 16.7 F=ET 12.0 C=150 Pe -0.6 Pv -0.2 - - Vf/s= 5.6 D= 1.101 17.2 0.0490 Pf 0.8 Pn 8.7 134q= 0.0 K= 0.00 10.6. Pt 9.2 Pt 9.2 143 0= 47.2 F=R - 1.0 C=150 Pe -0.0 Pv -0.7 Vf/s= 9.9 D= 1.394 11.6 0.1062 Pf - 1.2 Pn 8.5 . 141 Pt 10.4 -----------------------------------------Beard 135 q= 15.1 K= 5.60 11.3 Pt 7.2 Pt 7.2 144 Q= 15.1 F=2ET 19.0 C= 150 Pe -0.6 Pv -0.2 Vf/s= 5.1 D= 1.101 30.3 - 0.0406 Pf .1.2 Pn 7.1 . . . 137 'Pt 7.92Lt . -------------------------------------- ---.Beard---------------------------------- 136 -q= 15.8 K= 5.60 4.3 Pt 7.9 Pt 7.9 145 - - Q= 15.8 F=ER - - 8.0.. C=150 Pe .-0.6 Pv -0.2 - -- .. Vf/s= 5.3 D= 1.101 . 12.3 0.0442 -Pf 0.5 Pn 7.7 137 q= 0.0 K= -0.00. . 6.7 - Pt 7.9 Pt 7.9 -146 Q= 30.8 F=R - - 10- C= 150 Pe - 0.1 Pv -0.7 - - Vf/s= 10.4 D= 1.101 7.7J0.].520 Pf 1.2.Pn ---_ 7.2 : 147 138 g= . = 16.8 47.6F=T - K= 5.52 . 6.5'f 6.0.-C= 150 Pe -Pt-9.2 -0.1 Pt Pv 9.2 -0.7 Vf/s= 10.0 D= 1.394 1 12.5 0.1080 Pf.-- 1.3 Pn 8.5 141 - - . Pt 10.4 ---------------------------------------- Beard -------------------------------- . . - 139 q= 16.3 K= 5.60 11.0 -Pt - 8.4 Pt 8.4 148 Q= 16.3 F=ER 8.0TflC= 150 Pe -0.4 Pv -0.2 - Vf/s= 5.5 D= 1.101 19.0 . 0.0467 Pf - 0.9 Pn 8.2 -- 140 q= 16.5 K= 5.52 .4.8 - .- - Pt 8.9 Pt 8.9 . 149 Q= 32.7 F=T 5.0 C= 150 Pe -0.1 Pv -0.8 Vf/s= 11.0 D= 1.101 9.8 0.1695 Pf 1.7 Pn 8.1 141 q= 0.0 K= 0.d0 9.5 Pt 10.4 Pt 10.4 -- 150 Q= 127.5 F=T 8.0 C= 150 Pe ---0.0 Pv -2.8 --. .- - Vf/s= 20.4 D= 1.598 17.5 0.3444 Pf . 6.0 Pn 7.6 :. . 147 . Pt 16.5 ----------------------------------------Beard--------------------------------------- • 142 q= 19.1 K=- 5.60 11.0 -U --Pt :11.6 Pt 11.6 151 - Q= 19.1 F=ER . . 8.0 C= 150 Pe -0.4 Pv -0.3 - - Vf/s= 6.4 D= 1.101 19.0 0.0626 Pf 1.2 Pn -11.3 143 q= 19.4 K= 5.52 6.5 • Pt 12.3 Pt 12.3 152 Q= 38.5 F=T 5.0 C= 150 Pe -0.1 Pv -1.1 Vf/s= 13.0 D= 1.101 11..5 0.2296 Pf 2.6 Pn 11.2 146 . Pt 14.9 ----Beard 0* eard Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet----62 • 4. HOMEWOOD SUITES -HYDR AREA 4 PIPE :1 FLOW K-FACTOR -• LENGTH -FRICTION- PRESSURE - NO. NODE, GPM FITTING TYPE FTG LOSS PSI- DIAMETER TOTAL PSI/FT NOTES ' --------------------------------------Beard---------------------VERSION 3.0-- 144 q= 19.3 K= 5.60 11.0 Pt 11.9. Pt 11.9 153 0= 19.3 F=ER 8.0'C= 150 Pe -0.4-Pv -0.3 Vf/s= 6.5 D= 1.101 19.0 0.0642 Pf 1.2 Pn 11.6 • 145.= 19.7 K= 5.52 4.8 - Pt 12.7 Pt 12.7 -- - 154 0= 39.0 F=T : 5.0:C= 150 Pe -0.1 Pv -1.2 13 1 D= 1 101 8 0 2343 Pf p 11 ------------ 146 = 0.0 K= 0:00 - 3.7 - ---- Pt 14.9 Pt 14.9 155 Q= 77.4 ..-. F=T • .8.0 C= 150 Pe 0.0 Pv -1.0 Vf/s= 12.4 D= 1.598 11.7 0.1368 Pf 1.6 Pn 13.8 147 q= 0.0 K= 000 20.8 Pt 16.5 Pt 16.5 156 = 205.0 F=T • 10.0 ---C= 150 Pe -0.3 Pv -2.9 vf/= 20.9 D= 2.003 30.8 0.2760 Pf 8.5 Pn 13.5 0.0 K= 000 - 19.1 Pt 24.6 Pt 24.6 157 Q= 80.8 F=3R - 3.0 C= 150 Pe 0.7 Pv -0.5 vf/= 8.2 D=2.003 S 22.1 0.0493 Pf 1.1 Pn 24.2 - --- •--- -----. . • -------- 149 -q=: 0.0 K= .0.00. 16.0 Pt 26.4 Pt. -26.4 158 :Q= 80.8 F=RR T 2.0 C= 150 Pe 0.0 Pv -0.5 Vf/s= - 8.2 D= 2.003' 18.0 0.049 I Pf 0.9 Pn 25.9 - 0.0 --------------- K= 0.00 --.- 16.0 . - -- Pt 27.3 Pt 27.3 159 Q= 80.8 F=RR - 2.0 C= 150 Pe 0.3 Pv -0.5 Vf/s= 8.2 D= 2.003 18.0 -0.0493 Pf 0.9 Pn 26.8 151 q= 0.0 K= 0.00 16.0i1 - Pt 28.5Pt --------------- 28.5 Al 160 Q= 80.8 F=RR * 2.0 C= 150 Pe -0.3 Pv -0.5 Vf/= 8.2 D= 2.003 18.0 0.0493 Pf 0.9 Pn 28.0 152 = 0.0 -. K= 0.00 16.0 Pt 29.1 Pt 29.1 161 Q= 80.8 F=RR . 2.0 C= 150 Pe 0.0 Pv -0.5 Vf/= 8.2 D= 2.003 18.0 0.0493 Pf 0.9 Pn 28.6 - ----- --------------- 153 q= 0.0 K= 0.00 . 16.0- . Pt 29.9-Pt 29.9 -. • 162 Q= 80.8 .F=RR 2.0 C= 150 Pe 0.3 Pv -0.5 • Vf/= 8.2 D= 2.003 18.0 0.0493 Pf 0.9 Pn 29.5 154 q= 0.0 K= 0.00 14.7 . Pt 31.1 Pt 31.1 163 Q= 80.8 F=RR 2.0 C= 150 Pe 0.0 Pv -0.5 Vf/s= 8.2 D= 2.003 16.7 0.0493 Pf 0.8 Pn 30.7 --------------- 155 q= 0.0 K= 0.00 125.5 Pt 32.0 Pt 32.0 164 Q= 80.8 F=ET16R 37.0 C= 150 Pe -1.0 Pv -0.5 Vf/s= 8.2 D= 2.003 162.5 0.0493 Pf 8.0 Pn 31.5 eard'Provencher & Associates, Inc.714-283-1100 Date:.-10-11-06--;Sheet z 63 - HOMEWOOD SUITES - HYDR AREA 4 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE.- NO. NODE GPM FITTING TYPE FTG LOSS- PSI NO. - DIAMETER TOTAL PSI/FT - ..... -.-NOTES -----------------------------------Beard---------------------VERSION 3.0---...- - 156 q= 0.0 K= 0.00 2.0 Pt 39.0 Pt.. 39.0 - 165 Q= 100.7 F=TT 20.0 C= 150 Pe 0.0 Pv -0.7 Vf/s= 10.3 D= 2.003 22.0 0.0741 Pf 1.6 Pn 38.3 70 Pt 40.6 -----------------------------------Beard---------------------------------- 62 q= 0.0 K= 0.00 22.0 Pt 47.9 Pt 47.9 166 Q= 205.0 F= 0.0 C= 150 -Pe 0.0 Pv -0.6 Vf/s= 9.6 D= 2.952 22.0 0.0418 Pf 0.9 Pn 47.3 157q= 0.0 K= 000 132 Pt .48 .8 Pt 488 167 Q= 205.0 F=LLL . 21.8 C= 120 Pe .3.7 Pv, -0.4 Vf/s= .7.6 D=3.314 35.0 0.0359 Pf 1.3 Pn 48.4 158q= -0.0 K= 000 600 - Pt 53.8 Pt 538 168 Q= 205.0 F=6LGT . 155.8 C= 150 .Pe 0.4.Pv. -0.0 Vf/s= . 2.1 D=:6.280 215.8 0.0011 Pf 0.2 Pn 53.8 --------------- 159 q= 100.0 ADD HYD FLOW 256.0 -, . Pt ----- 54.5 .t Pt .54.5 - 169 Q= 173.1 F=LGT . 73.9 C= 150 Pe- .0.0 Pv -0.0 Vf/s= 1.1 D=;-7.970 - 329.9 0.0002 Pf 0.1 Pn 54.5.................... 160 q= 0.0 K= 0.00 82.0 - Pt 54 5 Pt 54 5 170 Q= 161.1 F=GGT . 61.1 C=' 150 Pe 0.0 Pv -0.0 : -Vf/s= 1.0 IJ=.7.970 143.1 0.0002 Pf 0.0 Pn 54.5 161 q= 0.0 K= 0.00 250.0 - Pt 54.6 Pt 54.6 . 171 Q= 161.1 F=GT 80.2 C= 150 Pe 0.0-Pv -0.0 Vf/s= 0.7 D= 9.780 330.2 0.0001 Pf 0.0 Pn 54.6 - 165 . <<<<<<<< Supply point >>>>>>>>- Pt 54.6 FIXED DEVICE: Double-Detector Check Valve Pf 6.0 - NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 60.6 pressure added. ----------------------------------Beard 160 q= 0.0 K= 0.00 580.0 Pt 54.5 Pt 54.5 172 Q= 12.0 F=LLGG 48.3 C= 150 Pe 0.0Pv -0.0 ' Vf/s= 0.1 D= 7.970 628.3 0.0000 Pf 0.0 Pn 54.5 162 . Pt 54.5 . -------------------------------------Beard----------------------------------- 159 q= 100.0 ADD HYD FLOW 4.80.0 -; Pt- 54.5-Pt.4 54.5 u 173- Q= 131.8 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0------- Vf/s= 0.8 D= 7.970 553.9 0.0001 Pf 0.1-Pn 54.5 162 q= 0.0 K= 0.00 132.0 Pt 54.5 Pt 54.5 174 Q= 143.9 F=G 5.7 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 7.970 137.7 0.0002 Pf 0.0 Pn 54.5 163 q= 0.0 K= 0.00 85.0 Pt 54.6 Pt 54.6 175 Q= 143.9 F=LGT 103.5 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 9.780 188.5 0.0001 Pf 0.0 Pn 54.6 eardProvencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 64 HOMEWOOD SUITES -R AREA 4 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE .FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT . NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 164 q= 0.0 K= 0.00 630.0 Pt 54.6 Pt 54.6 176 0= 143.9 F=TG 82.6 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.4 D=11.630 712.6 .0.0000 Pf 0.0 Pn 54.6 165 <<<<<<<< Supply point >>>>>>>> Pt 54.6 --------------- FIXED DEVICE: Double Detector Check Valve Pf. 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 60.6 pressure added. -------------------------------------Beard---------------------------------- 4 .4 . . . Beard Prbvencher &Associates, * HYDRAULIC Inc. 714-283-1100 Date: 10-11-06 DESIGN INFORMATION SHEET * Sheet 65 Name HOMEWOOD SUITES (HYDR AREA 5) Date 10-11-2006 Location Location 6100 YARROW DRIVE _CARLSBAD,CA _____System No.___________ Building Drawing No. FP3 Contractor APEX FIREPROTECTION,INC.(818)266-9151 _Contract No. D3356 Construction: COMBUSTIBLE *NON-COMBUSTIBLE Ceiling Ht. _8.0 ft Occupancy CORRIDOR S : ** NFPA 13: *Lt.Haz. ** Ord.Haz. Gr. _1_2_3 ** Ex.Haz.12 Y': NFPA: ____13D. 13R 231 231C Figure Curve________ S : Other (Specific ruling) - T : Authority having Jurisdiction CARLSBAD FIRE DEPT E : M : Area of Sprinkler operation7 HDS : ** SYSTEM TYPE ** Density 10 __ _Pry Dry _Deluge _Pre-Action D Area per sprinkler 256 : B : Hose allowance GPM: inside ** SPRINKLER or NOZZLE ** S :Hose allowance GPM: outside 100 : Make- TYCO Model EC8 OR I : Rack sprinklers -allowance : Orifice Size 17/320" K-Factor 8.0 G : : Temperature rating 155 deg. N CALCULATION GPM required 184.4_ PSI required 35.3 at base of A.S.Riser SUMMARY : GPMeqiiired 284.4 PSI required 42.0 at point of supply. C-Factor used: overhead 120 Underground 150 : = = = = = = = = = = = = = = = = =-------- A : **** WATER FLOW TEST * : **,PUMP *1 TANK * WELL ** T: E :-Test Date APR 2005 : Pump Capacity N.A. R :.Static PSI. 100 : Pump Pressure Residual PSI 95 : Pump Elevation S GPM Flowing 680 _: Tank Capacity N.A. U : Elevation Grade : Tank Elevation P : : Well Proof Flow N.A. P : L : Location Point of Connection Y : Source of information WESTCOASTFIREPROTECTION C : Commodity o : Location : Class___________ M : Storage Height ___: Aisle width _: Area____________ M : Storage Method: Solid piled % Palletized _% Rack_________ O : Plastics - O : I: T : : _Single row _Conventional pallet _Automatic storage __Encapsulated Y : : Double row _Slave pallet _Solid shelving _Non- :R : _Multiple row _Open Encapsulated S :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal _Transverse____ _________ft. in. R A : : G : : Horiz. barriers provided Beard Prvencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 66 HOMEWOOD SUITES (HYDR AREA 5) 15 iiiiiiIIIIIIlIIlIIiIIIIIIIIIIIIilIIt1IIIlIIIII1II!IlIJIIIIIIlIlIJIIIIIIIIIll -: : -• 1 B : - ..:................................... 90 .................................................. 850E ----- - ... r P . ........ . . . .... .... . . : . e 65.0 ............ ............. . . .., 6.0- S -- - 55 .0 : . . - ........ .............................. e 45 80-;-: . .................................... 75.0 . ................................... .. ............................. a 35C— .., 70-j-........................ - - F r... r I 30-4 ............................. 250 .......................... ............. ........;............................... .:.................................................................................................... 1- - - 20—i ..... ............................................................................................... . . . . . .. ....................................................................................................... : - - . - - I I I.. I , ii,iii•ii 111111 11111 I II II 111111 I I I liii 111111111 IIIIIIIIIIIIIIIIulIIUlIUI 100 200 300 400 5 d-1 600 700 800 900 1000 Water Flow GPM . LETTER . DESCRIPTION A = Static Pressure of 100.0 p.s.i. B = Residual Pressure of 95.0p.s.i. at .680.0G.P.M. C = 90.0 percent Static 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. = Elevation Pressure 3.5 p.s.i. Elev of 8.0 ft. F = Base of Riser Demand 35.3 p.s.i. at 184.4 G.P.M. G = Point of Conn Demand 42.0 p.s.i. at 284.4 G.P.M. The City Supply provides 99.0 p.s.i. at 284.4 G.P.M. which leaves a buffer of •57.0 p.s.i. at system demand. eadProvencher & Associates; Inc.-J14-283-1100 Date .09-05-06 Sheet 67 -. - HOMEWOOD SUITES - HYDR AREA 5 K-FACTOR CALCULATIONS PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT - - NOTES 1 q= 25.6 K= 8:00 4.8 Pt 10.24 NODES 149-155 A Q= 25.6 F=ET 12.0 C= 150 Pe 0.00 K= Q/(P)5 D= 1.101 -- 16.8 0.1074 Pf 1.81 K= 25.60/( 12.04) - . Pt 12.04 K .7.38. - -. ------- --- - - ---------::--. '-5 - - eärd Provencher & Associates, Inc.--714-283-1100 . Date: 10-11-06 - Sheet 68 Sprinkler System Analysis HOMEWOOD SUITES - HYDR AREA 5 TOTAL FLOW AVAILABLE: Static Pressure 100.0 PSI BUFFER ALLOWED: .-'10 %- Residual Pressure 95.0 PSI at Discharge of 680 GPM.; NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM --------------------------------------------------------------------VERSION 3.0-- -. 1 :. 29.5 1. -15.2 2 28.9- - -14.2 -- - 3 28.9 14.2 • 4 25.5- -• 13.9 S 28.9 - - 14.1 - 6 28.9 -- 14.1 j 7 . 29.5 13.8 8 -29;5 13.7 9 29.5 - - 13.1 • 10 28.9 13.4 - 11 27.7 14.9 - 1 12 .277T ' - - 14.0 13 285 136 - 14 28:2- - 13.7 . . - 15 22 - 137 16 28.5 - 13.6 - - -- 17 . 27.7-- . 14.0 • - 18 28.5- . . 13.6 - - 19 -29.5. - 13.2 .-j20 27.7. 14.1 - 21 28.5 13.7 22 28.2 . 13.9 :1 23 27.7 . 14.1 - 24 28.2 13.9 -!. 25 - 277 14.1 26 29.5 13.3 27 29.5 13.3 - 28 28.9 13.7 .j 29 27.7 14.3 -1 30 28.5-- 13.9 4 31 27.7 14.3 -± 32 28.2 -• 14.0 33 27.7 • . 14.3 AA- 34 '28.5. -- 13.9 - 35 28.2 14.0 1 36 27.7 • - . • • • 14.3 37 29.5 13.5 38 29.5 .13.6 39 19.3 19.8 • 40 - 19.3 - 19.7 - - - 41 19.3 • - 18.1 42 - 19.3 17.3 43 19.3 - 17.4 - • . • 44 - 19.3 -18.1 45 19.3. 18.1 46 9.6 - - • . - - 24.8 • eard'Provencher & Associates, Inc 714-283-1100 Date 1O-11-06 Sheet 69 HOMEWOOD SUITES - HYDR AREAS - NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF : PSI GPM 47 8.6 29.4 48 8.6 29.4 - .-- 49 8.6 29.4 50 8.6 29.4 51 9.1 29.2 - 52 9.6 53. 9.6 28.9 54 8.0 29.9 55 9.1 29.4 56 9.6 29.2 57 9.6 - 29.2 58 9.1 29.6 69 9.1 29.6 60 9.6 29.4 -61 96 -294 62 9.6 29.7 -. 63 - 9.1 - 28.2 64 9.6 28.0 : 65 9.6 28.0 66 9.1 27.2 67 91 272 - 68 - - 9.6 - 27.0 -69 9.6 27.0 70 9.6 23.7 71 8.6 - 23.8 72 8.0 24.0 73 9.1 23.6 74 9.6 23.3 75 9.6 23.3 76 8.8 21.6 77 8.0 21.8 78 8.0 21.8 79 • 8.0 21.8 .- 80 8.8. 21.5 81 8.0 21.9 82 8.0 21.9 83 8.8 21.6 84 8.0 • 21.9 • 85 8.0 • 21.9 86 8.8 21.6 1. . 87 8.0 • 21.8 22 88 8.0 • 21.8 - 89 8.8 21.5 90 8.0 21.7 91 8.0 21.7 92 8.8 • 21.4 • 93 8.0 21.7 94 - • 8.8 . 21.4 • 95 7.5 • .22.0 . • 96 8.8 • 21.4 97 8.0 • 21.7 98 7.5 22.0 eard1 Provencher &. Associates, .Inc: -714-283-1100 Date:-,,10-11-06 Sheet 70 :• HOMEWOOD SUITES - HYDR AREA 5 '- NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM 9 8.8 21.4 100 8.8 21.4 101 8.8 21.4 102 8.0. 21.7 103 8.8 21.3 104 7.5 - 21.8 10 7.5 . 21.8 10 8.8 21.2 109 10.6. 20.4 10$ 10.6 . 20.4 20.2 16.2 . lib 20.2 . 16.2 20.2 .16.2 112 20.2 16.2 1I- 19.8 - 16.4 uI 12.0 1- 19.8 i is 12.0 19.8 . 116 21.6 15.6 :. -117 21.6 . 15.6 21.6± 15.6 119 216 156 12 19.8 . '16.4 - 121 10.6 . 20.4 S 10.6 • 20.4 121 20.2 . 16.2 .124 20.2.. . . 16.2 125 20.2 16.2 .126 20.2 . 16.2 127 19.8 . 16.4 128 19.8 16.4 12 8.8 21.2 130 8.8 . 21.0 131 . 75 . 14.8 132 7.5 . . 14.8 133 7.5 . 14.8 134 8.8 . 14.3 . 139 7.5 14.8 . .T 136 7.5 14.8 :. 137 8.8 . .14.3 13i 8.5 . 14.4 7.5 14.8 -: 140 8.5 14.4 • S 141 8.8 • 14.3 142 7.5 14.8 143 8.5 . 14.4 • 144 .75 14.8 145 8.5 . 14.4 . S 146 8.8 . 14.3 147 • 8.8 • .. 14.3 148 9.6 13.9 149 .8.0 7.38 13.2 26.8 150 • 8.0 7.38 12.6 • 26.2 eardr Provencher.& Associates; Inc.714-283-1100 Date: 1011-O6 Sheet. :71 HOMEWOOD SUITES - HYOR AREA 5 •-. NODE ELEVATION .. - SPRK PRESSURE DISCHARGE - •.. NO. FEET COEF PSI GPM 151 7.3 : 7.38 12.6 26.2 152 8.0 7.38 12.3 25.9 153 8.0 7.38 12.3 25.9 154 7.3 7.38 12.8 26.4 155 7.3 7.38 13.4 27.0 156 - 22.3 157 9.6. 30.5 158 1.0. . 35•3 159 0.0 35.9 100.0 Hydrant Flow 160 0.0. 360 161 0.0 - 360 162 0.0 36.0 163 0.Q• 36.0 12 164 0.0 36.0 ;. --165 --0.0;- 42;0 Supply Point 166 8.0. - - 295 .167 - - ..9.6 - - -:. 28.8 I_.. Beard Provencher & Associates, Inc 714-283-1100 Date:-:-10-11-06.:__ Sheet 72 HOMEWOOD SUITES - HYDR AREA 5 PIPE-Is FLOW K-FACTOR LENGTH RICTION PRESSURE NO. IODE GPM FITTING TYPE FTG LOSS PSI N0. DIAMETER TOTAL PSI/FT --• - NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 4 q= 0.0 K= 0.00 181.5 Pt 13.9 Pt 13.9 1 0= 26.1 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.7 D= 2.003 211.5 0.0061 Pf 1.3 Pn 13.9 Pt 15.2 ------------------------------------------Beard 7 q= 0.0 K= 0.00 9.8 --. Pt 13.8 Pt 13.8 4. Q= 26.1 F=RR .2.0 C=150 Pe 0.0 Pv -0.0 : •1Vf/s= 2.7 D= 2.003 11.8 0.0061 Pf 0.1 Pn 13.8 . . Pt 13.9 •. ----:Beard 8 q= 0.0 K= 0.00 15.2 Pt 13.7 Pt 13.7 7:1 0= 26.1 F=T3R 13.0.: C= 150 Pe 0.0 Pv -0.0 4Vf/s= 2.7 D= 2.003 28.2 0.0061 Pf 0.2 Pn 13.6 r7 . . Pt 13.8 --------------------------------------------Beard-------------------------------- 9 q= 0.0 K= .0.00 214.7 Pt 13.1 Pt 13.1 '8 Q= 15.2 F=2T20R 40.0 C= 150 Pe 0.0 Pv -0.0 ..VfIs= 1.5 D= 2 .003 254.7 0.0022 Pf 0.6 Pn 13.1 ;j8 Pt 13.7 ---------------------------------------Beard J9 q= 0.0 K= 0.00 51.8 Pt 13.1 Pt 13.1 Q= 12.1 F=T5R . 15.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 2.003 66.8 0.0015 Pf 0.1 Pn 13.1 Pt 13.2 ------------------------------------------Beard ....j19 q= 0.0 K= 0.00 65.0 Pt 13.2 Pt 13.2 19_1 Q= 12.1 F=8R 8.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 -D= 2.003 73.0 0.0015 Pf 0.1 Pn 13.2 •..427 . Pt 13.3 -----------------------------------------Beard---------------------------------- 27 q= 0.0 K= 0.00 100.4 Pt 13.3 Pt 13.3 27 1 Q= 12.1 F=E11R 22.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 2.003 122.4 0.0015 Pf. 0.2 Pn 13.3 37 p 13.5 --------------------------------------Beard 137 q= 0.0 K= 0.00 96.3 Pt 13.5 Pt 13.5 37 .: Q= 12.1 F=T11R 21.0 C= 150 Pe 0.0 Pv -0.0 VfJs= 1.2 D= 2.003 117.3 0.0015 Pf 0.2 Pn 13.5 138 q= 0.0 K= 0.00 2.0 Pt 13.6 Pt 13.6 38 . Q= 10.9 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.1 D= 2.003 12.0 0.0012 Pf 0.0 Pn 13.6 8 . Pt 13.7 Beard 1 q= 0.0 K= 0.00 11.6 Pt 15.2 Pt 15.2 39 Q= 26.1 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 Vf/s= 2.7 D= 2.003 32.6 0.0061 Pf 0.2 Pn 15.1 39 Pt 19.8 -------------------------------Beard Beard Provencher & Associates, Inc.--714-28371100 Date 10-11-06 Sheet 73 HOMEWOOD SUITES }R AREA 5 -• PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL T.-PSI/FT : - NOTES,- - -- ------ ---------------------------------- Beard --------------------- VERSION 3.0 42 q= 0.0 K= 0.00 11.6 - .. Pt -17.3 Pt 17.3 - 40 . Q= 27.3 F=ET 21.0 C= 150 Pe -4.4 Pv -0.1 -. Vf/s= 2.8 D= 2.003 32.6 0.0066 Pf 0.2 Pn 17.2 9 . Pt 13.1 ----------------------------------------Beard---------------------------------- 38 q= 0.0 K= 0.00 11.6 . . Pt .13.6 Pt 13.6 41 Q= 1.2 F=ET . 21.0 C=150 Pe -4.4 Pv -0.0 Vf/s= 0.1 D= 2.003 32.6 0.000 Pf • 0.0 Pn 13.6 .• 45 : '. Pt 18.1 ------------------------------------- ----Beard --------------------------------- 40 q= 0.0 K. 0.00 1.4 Pt 19.7 Pt 19.7 42 0= 27.9 F=T 10.,0 tC=.50Pe ..Q.OPV iL C Vf/s= 2.8 D= 2.003 11.40.0069 Pf 0.1Pn 19.7 •.• 39 .:.. . . .;. Pt 19.8 ... ----------------------------------------T-...Beard----- --- ----------- --- --------- 41 q= 0.0 K= 0.00 . 206.5 Pt 18.1 Pt 18.1 - 43 Q= 27.9 F=T25R 35.0 C= 150 . Fe 0.0-Pv -0.1 :.''. . Vf/s= 2.8 D= 2.003 . . 241.5-..0.0O69 Pf 1.7 Pn 18.0 .i 40 .. ,.. . ;.. Pt 19.7 - .. -----------------------------------------Beard--------------------------.-- 43 q= 0.0 K=. 0.00 214.7 . Pt 17.4-Pt 17.4 D. 44 Q= 17.6 F=TT 20.0 C= 150 .Pe '.. 0.0 Pv -0.0 Vf/s= 1.8 D= 2.003 234.7 0.0O29 Pf 0.7 Pn 17.4 .; 41 . . . . .. . . Pt 18.1 ------------------------ --------------- -Beard---------------------- 42 q= 0.0 K= 0.00 1.4 Pt 17.3 Pt 17.3 45 Q= 31.0 F=T 10.0-C= 150. Fe 0.0 Pv -0.1 Vf/s= 3.2 D= 2.003 . 11.4 ?O.0084 Pt - 0.1 Pn 17.2 . 43 q= 0.0 K= 0.00 . 316.3 Pt 17.4 Pt 17.4 46 Q= 13.4 F=3T35R 65.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.4 D= 2.003 381.3 0.0018. . Pt 0.7 Pn 17.4 .. --------------- 44 q= 0.0 K= 0.00 2.0 . Pt 18.1 Pt 18.1 - 47 Q= 10.3 F=T 10.0 C= 150 Pe .0.0 Pv -0.0 Vf/s= 1.0 D= 2.003 12.0 0.0011 Pf 0.0 Pn 18.1 41 . . Pt 18.1 . ------Beard-------------------------------- 44 q= 0.0 K= 0.00 . 1.4 Pt 18.1 Pt 18.1- 48 Q= 3.1 F=T 10.0 :C= 150 Pe :0.0,Pv -0.0 :. Vf/s= 0.3 D= 2.003 11.4 0.0001 Pt 0.0 Pn 18.1 . . . . 45 . Pt 18.1 Beard 39 q= 0.0 K= 0.00 11.2 Pt 19.8 Pt 19.8 49 Q= 54.0 F=ET 21.0 C= 150 Fe 4.2 Pv -0.2 Vf/s= 5.5 D= 2.003 . 32.2 0.0233 Pt 0.8 Pn 19.6 46 . Pt 24.8 ---------------------Beard eard'Prrencher & Associates, Inc. 714-283-110,0_-.-Date:, 10-11-06.. Sheet 74 SUITES - IR ,'HOMEWOOD. AREA 5. PIPE 1 FLOW KFACTOR LENGTH -FRICTION - PRESSURE' NO. NODE GPM FITTING TYPE FTG LOSS PSI ... DIAMETER TOTAL PSI/FT . .. NOTES i-.- ----------------------------------- Beard --------------------- VERSION 3.0-- 130 q= 0.0 K= 0.00 11.2 Pt 21.0 Pt 21.0 50 Q= 58.3 F=TT 20.0 C= 150 Pe -4.5 Pv -0.2 Vf/s= 5.9 D= 2.003 31.2 0.0269 Pf 0.8 Pn 20.8 42. . . Pt 17.3 ------------------------------------Beard-------------------------------- 45 q= 0.0 K= 0.00 11.2 - Pt 18.1 Pt 18.1 51 4.3 F=ET . 21.0.. C= 150.... Pe 4.2 Pv -0.0 0.4 D= 2.003 32.2 0.0002 Pf 0.0 Pn 18.1 156 IH .. ... - Pt 22.3 ------------------------------------Beard 46 q= 0.0 K= 0.00 156.2 Pt 24.8 Pt 24.8 52 0.7 54.0 F15R. . . 15.0 C= 150. Pe 0.0 Pv -0.2 - vf/= 5.5 D= 2.0:03' 171.2 0.0233 Pf, 4.0 Pn 24.6 16 7 Pt 28.8 -------------------------------------Beard 167 := ,..0.0 K= 0.00 5.6 . Pt 28.8 Pt 28.8 .• 54 Q= 54.0 F=2R 2.0 C= 150 Pe 0 0 Pv -0.2 * Vf 5.5 D=.,2.0.03' ,:,.- 7.6 0.0233 Pf 0.2 Pn. 28.6 Pt 289 Beard .-53 0.0 K= 0.00 . .. 7.5 . - Pt 28.9 Pt .28.9 61 = 54 0 F=3R 3 0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.5 D= 2.003 10.5 00233 Pf 0.2 Pn 28.7 - 57 . ,. ;... Pt 29.2 ------ -------------------------------- Beard ----------------------- --- 57q= . 0.0 K= 0.00.. 8.5 . Pt 29.2 Pt 29.2 65 . 54.0 F=R .. 1.0 C= 150 Pe 0.0 Pv -0.2 VfJs= 5.5 D=2.003 . 9.5 0.0233- Pf 0.2 Pn 29.0 - 1 G .LJ . Pt 29.4 . ---------Beard 61d= 0.0 K= 0.00 4.6 - Pt 29.4 Pt -29.4 -- 69 Q= 54.0 F=T 10.0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.5 ]J= 2.003 14.6 0.0233 Pt 0.3 Pn 29.2 62 .•. . Pt 29.7 ----------------------------------Beard---------------------------------- 65q= 0.0 K= 0.00 3.5 . Pt 28.0 Pt 28.0 70 T 130.4 F=TR 11.0. C= 150 Pe 0.0 Pv -1.2 Vf/i= 13.3 ID= 2.003 . 14.5 0.1195 Pf 1.7 Pn 26.8 62 Pt 29.7 ----=- -----------------------Beard ------------------------------------- 6 9 q= 0.0 K= 0.00 6.3 . Pt , 27.0 Pt 27.0 73 Q= 130.4 F=RR 2.0 C= 150 Pe 0.0 Pv -1.2 Vf/s= 13.3 D= 2.003 8.3 0.1195 Pf 1.0 Pn 25.8 65 Pt 28.0 -----------------------------------Beard 70 q= 0.0 K= 0.00 14.5 Pt 23.7 Pt 23.7 77 Q= 130.4 F=T3R • 13.0 C= 150 Pe 0.0 Pv -1.2 Vf/s 13.3 ]D= 2.003 27.5 0.1195 Pt 3.3 Pn 22.6 69 Pt 27.0 ----------------------------------Beard---------------------------------- Beard Provencher &Associates, Inc.-714-283410O .Date:1O-1]--06.Sheet 75 HOMEWOOD SUITES - HYDR AREA 5 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE - NO. NODE GPM FITTING TYPE FTG LOSS - PSI- - NO. DIAMETER TOTALPSI/FT T NOTES - --------------------------------------Beard---------------------VERSION3.0 - 75 q= 0.0 K= 0.00 31.6 Pt 23.3 Pt 23.3 78 Q= 35.4 F=5R 5.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.6 D= 2.003 36.6 0.0107 Pf 0.4 Pn 23.3 70 Pt 23.7 ---------------------------------------Beard---------------------------------- -76 q= 0.0 K= 0.00 135.3 - Pt 21.6 Pt 21.6 83 Q= 35.4 F=2E2T15R 57.0 C=150 Pe -0.3 Pv -0.1 . * Vf/s= 3.6 D= 2.003 192.3 0.0107 Pf 2.1 Pn 21.6 75 . - . Pt 23.3 --------------------------------------Beard • 83 q= 0.0 K= 0.00 0.9 Pt 21.6 Pt 21.6 84 - Q= 35.4 F=R . 1-.0 C=-150Pe 0.0 Pv -0.1 Vf/s= 3.6 D= 2.003 1.9 '0.0108 Pf -0.0Pn 21.5 - - - 76 Pt 21.6 --------------------------------------Beard----------------------------------- 77q= 0.0 K= 0.00 9.0 Pt 21.8 Pt 21.8 85 Q=. 4.0 F=R . 1.0 C=150Pe r00 Pv -0.0 • Vf/s= 1.4 D= 1.101 10.0 :.0.0035 -Pf• 0:0 -Pn 21.8 "- - 78q= 0.0 K= 0.00 7.5 Pt 21.8 Pt 21.8 - •86 Q= 4.0 F=R 1.0 C=fl50 Pe 0.0 Pv -0.0 - - Vf/s= 1.4 D= 1.101 8.5 0.0035 Pf --0.0 Pn 21.8 1 79 q= 0.0 K= 0.00 3.3 Pt 21.8 Pt 21.8 .87 -Q= 4.0 F=T 5.0 C= 150 Pe -0.3 Pv 0.0 '.Vf/s= 1.4 D=-1.101 8.3 -0.0035 Pf - 0.0 Pn 21.8 - 80 q= 0.0 K= 0.00 10.7 Pt -21.5 Pt 21.5 88 Q= 4.0 F=R 1.0 C=150 Pe 0.3 Pv -0.0 Vf/s= 1.4 D= 1.101 11.7 0.0035 Pf 0.0 Pn 21.5 --------------- • 81 q= 0.0 K= 0.00 6.8 Pt 21.9 Pt 21.9 - 89 Q= 4.0 F=R 1.0 C=.150 Pe 0.0 Pv -0.0 Vf/s= 1.4 D= 1.101 7.8 0.0035 Pf 0.0 Pn 21.9 82 q= 0.0 K= 0.90 -- 4•5- - Pt 21.9 Pt 21.9 90 Q= 4.0 F=T 5.0 C=150 -Pe' -0.3 Pv -0.0 --- • Vf/s= 1.4 D= 1.101 9.5 0.0035 Pf 0.0 Pn 21.9 83 . Pt 21.6 -------------------------------------------Beard------------------------------------ 86 q= 0.0 K= 0.00 5.8 'Pt : 21:6 Pt 21.6 91 Q= 31.3 F=R - 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.2 D= 2.003 6.8 0.0085 Pf 0.1 Pn 21.5 83 Pt 21.6 ---------------------------------------Beard 89 q= 0.0 K= 0.00 10.8 Pt 21.5 Pt 21.5 94 Q= 31.3 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.2 D= 2.003 • 11.8 0.0085 Pf 0.1 Pn 21.4 86 Pt 21.6 - ----------------Beard eard..Provencher & Associates, Inc.714-283-1100 Date: ,101106Sheet.76 HOMEWOOD SUITES - HYDRAREAS .•. PIPE i11 FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE F•TG. LOSS Psi .- -NO. DIAMETER TOTAL PSI/FT NOTES ----------------------------------------Beard----------------------VERSION 3.0-- 1O q= 0.0 K= 0.00 9.0 Pt 21.4 Pt 21.4 97 Q= 31.3 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.2D=2.003 10.0 0.0085 Pt 0.1 Pn 21.3 89 Pt 21.5 ------------------------------------------Beard---------------------------------- 100 q= 0.0 K= 0.00 5.9 Pt 21.4 Pt 21.4 V 108 -j Q= 4.0 F=T-- . 5.0 C= 150 VVPe, 0.3 Pv -0.0 V/s= 1.4 D= 1.101 10.9 0.0035 Pf 0.0 Pn V 21.4 . 7V V V Pt 21.8 V V V -- ----------------------------------- Beard ---------------------------------- 10. q= 0.0 K= 0.00 23.6 V Pt 21.4 Pt 21.4 109 T Q= V 4.0 0.4 F=2ET V D= 2.003 V V 32.0 C= 150 V 55.6 00002 Vpe Pf .0.0 0.0 Pv Pn -0.0 VL 21.4 V 10.0 V V. Pt 21.4 V Beard------------------------------- 103 q= 0.0 K= V 0.00 4.7 Pt. 21.3 Pt 21.3 V VV V 110 Q= 35.4 F=R V 1.0 C= 150 Pe -0.0 Pv -0.1 V V VVf/s 3.6 D=.V2.003 V V 5.7 0.0107 Pf.. 0.1 Pn 21.2 . 101 V V V V Pt 21.4 ------- V - -Beard---------------------------------- V V 106 q= 0.0 K= 0.00 57 Pt. 21.2 Pt 21.2 r 112L Q= 35.4 F=R 1.0 c150 Pe 0.0 Pv -0.1 Vf/s= 3.6 D= 2.003 6.7 0.0107 Pf 0.1 Pn 21.2 103 V V - - Pt .3 - ---------------------------------------- Beard - - - - - - - - - - --- - - - - - - - -- - - - - - - - - - - - - - 129 q= 0.0 K= 0.00 4.3 :' Pt 21.2 Pt 21.2 115_'- Q= 35.4 F=R 1.0 C= 150 Pe 0.0 Pv -0.1 - Vf/s= 3.6 D= 2.003 5.3 0.0106 Pt V 0•1 Pn 21.1 V V V Pt 21.2 . p ------------------------------------------Beard----------------------------------- 13 q= 0.0 K= 0.00 7.5 Pt 21.0 Pt 21.0 138 0= 35.4 F=T 10.0 C= 150 Pe 0.0 Pv -0.1 V Vf/s= 3.6 D= 2.003 17.5 0.0107 Pt 0.2 Pn 20.9 V 129 V V Pt 21.2 V ------V - -Beard---- 14q= 0.0 K= 0.00 51.8 V Pt 13.9 Pt ------------------------------ 13.9 139 Q= 93.7 F=TTEE10R 52.0 C= 150 Pe 0.3 Pv -0.6 . Vf/s= 9.5 D= 2.003 V 103.8 00647 Pf 6.7 Pn 13.3 V 13Q V pt 21.0 V ------ .-------------------------- . ---- ..Beard---------------------------------------- 149 q= 26.8 K= 7.38 19.1 V Pt 13.2 Pt 13.2 VV - 157 Q= 93.7 F3R 3.0 C= 150 Pe -0.7 Pv -0.6 Vf/s= 9.5 D= 2.003 22.1 0.0648 Pt 1.4 Pn 12.6 148 V Pt 13.9 -----------------------------------------Beard---------------------------------- 150 q= 26.2 K= 7.38 16.0 Pt 12.6 Pt 126 158 Q= 66.9 F=RR 2.0 C= 150 Pe 0.0 Pv -0.3 Vf/s= 6.8 D= 2.003 18.0 0.0347 Pt 0.6 Pn 12.3 149 V V Pt 13.2 ----------------------------------------Beard----------------------------------- Beard Provencher & Associates, Inc.---714-283-1100 VDate: ..1O-.11-06,V Sheet -..77 HOWOOD SUITES - IDR AREA 5 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE. NO. NODE GPM FITTING TYPE FTG LOSS PSI - NO. DIAMETER TOTAL PSI/FT NOTES ---------------------------------------Beard---------------------VERSION 3.0-- 151 q= 26.2 K= 7.38 16.0 Pt 12.6 Pt 12.6 159 Q= 40.7 F=RR - 2.0 C= 150 Pe -0.3 Pv -0.1 Vf/s= 4.1 D= 2.003 18.0 0.0138 Pf 0.2 Pn 12.5 150 Pt 12.6 ---------------------------------------Beard---------------------------------- 152 q= 25;9 K=::7.38. 16.0 Pt 12.3Pt 12.3 160 Q= 14.5 F=RR. 2.0 C= 150 Pe 20.3 Pv -0.0 Vf/s= 1.5 D= 2.003 18.0 0.0020 Pf 0.0 Pn 12.3 151 Pt 12.6 ----------------------------------------Beard----------------------------------- 152 q= 25.9 K= 738 16.0 Pt 12.3 Pt 12.3 161 Q= 11.4 F=RR . 2.0 C= 150 Pe 0.0Pv -0.0 L .. • Vf/s= 1.2]J2.003 : 18.0 0.0013 Pft 0.0 Pn- 12.3 153 q= 25.9 K=7.38 - 16.0 - Pt 12.3 Pt 162 Q= 37.3 F=RR 2.0 :C= 150 Pe 0.3 Pv -0.]. Vf/s= -3.8D=2.003 18.0 0.0118 Pf 0.2 Pn 12.2 --------------- 154 q= 26.4 K=7.38 14.7 Pt 12.8 Pt 12.8 163 Q= 63.7 F=RR 2.0 C= 150 Pe 0.0 Pv -0.3 Vf/s= 6.5 D=2.003 16.7 0.0317 Pf m0.5 Pn 12.5 155 q= 27.0 K= 7.38 125.5 - - Pt 13.4 Pt 13.4 164 Q= 90.7 F=ET16R 37.0 C= 150 Pe -1.0 Pv -0.6 • Vf/s= 9.2 D= 2.003 162.5 0.0610 Pf 9.9 Pn 12.8• 156 q= 0.0 K= 0.00 2.0 Pt 22.3 Pt 22.3 V 165 - Q= 95.0 F=TT 20.0 C= 150 Pe 0.0 Pv -0.6 Vf/s= 9.7 D= 2.003 22.0 '0Th665 Pf 1.5 Pn 21.6 • 70 - Pt 23.7 ----------------------------------------Beard---------------------------------- 62 q= 0.0 K= 0.00 22.0 Pt 29.7 Pt 29.7 V 166 Q= 184.4 F= V 0.0 C= 150 Pe 0.0 Pv -0.5 Vf/s= 8.6 D= 2.952 22.0 0.0343 Pf 0.8 Pn 29.2 --------------- 157 q= 0.0 K= 0.00 13.2 • Pt 30.5 Pt V 30.5 167 Q= 184.4 F=LLL 21.8 C= 120 Pe 3.7 Pv -0.3 V•• V V V Vf/s= 6.9 D= 3.314 35.0 0.0295 Pf 1.0 Pn 30.2 • V --------------- • 158 q= 0.0 K= • 0.00 60.0 - Pt 35.3 Pt - 35.3 168 Q= 184.4 F=GLGT V V 155.8 C= 150 Pe 0.4 Pv -0.0 Vf/s= 1.9 D= 6.280 • 215.8 0.0009 Pf 0.2 Pn 35.2 --------------- 159 q= 100.0 ADD HYD FLOW 256.0 Pt 35.9 Pt 35.9 169 Q=.161.4 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 V Vf/s= 1.0 D= 7.970 329.9 0.0002 Pf 0.1 Pn 35.9 - Beard Provencher & Associates, Inc 714-283-1100 Date -10-11-06 Sheet 78- HOMEWOOD SUITES - HYDR AREA 5 - PIPE1 FLOW K-FACTOR LENGTH FRICTION PRESSURE NO., NODE GPM FITTING TYPE FTG :. LOSS - PSI - DIAMETER TOTAL PSI/FT NOTES ---------------------------------------Beard---------------------VERSION 3.0-- 160 q= 0.0 K= 0.00 82.0 Pt 36.0 Pt 36.0 '170 i Q= 150.2 F=GGT 61.1 C=-150 -Pe 0.0 Pv -0.0 - Vf/s= 1.0 D= 7.970 143.1 0.0002 Pf 0.0 Pn 35.9 61- q= .0.0 K= 000 250.0 - Pt 36.0 Pt 36.0 171 Q= 150.2 F=GT 80.2.-'C= 150- Pé -0.0 Pv -0.0 -.Vf/s= 0.6 D= 9.780 330.2 0.0001 Pf 0.0 Pn 36.0 . --- 165 <<<<<< Supply point >>>>>>>>'- Pt 36.0 FIXED DEVICE: Double Detector Check Valve Pf 6.0 ' ' - NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 42.0 pressure added. ----------------------------------------Beard----------.-"' - .-'60 q= 0.0 K= 0.00 580.0 '- Pt •36.0Pt , 36.0 1724 Q= 11.2 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 ' 'Vf/s= 0.1 D=.7.970 . 628.3 '0.0000' Pf 0.0 Pn 36.0 - --- [- -pt - 36,.0 ---------------------------------------'-Beard-------------'--------------------' -59 q= 100.0 ADD HYD FLOW 480.0 . Pt 35.9 Pt 35.9 .:173'' Q= 122.9 F=LGT 73.9'.C= 150 Pe 0.0 Pv -0.0 ' Vf/s 0.8 D= 7.970 553:9 00001 Pf 01 Pn 35 9 I - l62q= 0.0 K= 000 1320 Pt 36.0 Pt 360- 174'! Q= 134.2 F=G 5.7 'C= 150 Pe '- 0.0 Pv -0.0 -Vf/s= 0.9 D= 7.970 137.7 0.0002- 'Pf 'O.O .P 35.9 - -.1 - - 163 q= 0.0 K= 0.00 '85.0 Pt 36.0 Pt 36.0 175 1 - Q= 134.2 F=LGT 103.5 - C= 150 Pe 0.0 Pv -0.0 0.6 D= 9.780 1885 0.0001 - Pf 00 Pn 36.0 --------- - q= 0.0 K= 0.00 , 630.0 Pt 36.0 Pt 36.0 176 - Q= 134.2 F=TG ' 82.6 C= '150 Pe 0.0 Pv -0.0 'AVf/s= 0.4 D=11.630 , 712.6 . 0.0000 Pf - 0.0 Pn 36.0 -165 <<<<<<<< Supply point >>>>>>>> Pt 36.0 - DEVICE: Double Detector Check Valve Pf 6.0 NOTE: Fixed F I 4E TOTAL REQUIRED INCLUDING FIXED PRESSURE 'LOSS Pt 42.0 pressure added. - - -----------------------------------Beard Beard Provencher .& Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 79 * HYDRAULIC DESIGN INFORMATION SHEET * - Name - HOMEWOOD SUITES (HYDR AREA 6) Date 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD; CA System No.__________ Building. - Drawing No. FPS. Contractor APEX FIRE PROTECTION, INC. (818) 266-9151 Contract No.D3356 Construction: COMBUSTIBLE * NON-COMBUSTIBLE. Ceiling Ht. _29.0 ft Occupancy HOUSE KBEPING S : ** NFPA 13: _Lt.Haz. ** Ord.Haz r: Gr. *12.._3. ** Ex.Haz._12 Y : NFPA: 13D 13R. . 231 -. 231C Figure _Curve_______ S : Other (Specific ruling) T : Authority having Jurisdiction CARLSBAD FIRE DEPT B N : Area of Sprinkler operation ENT RM : ** SYSTEM TYPE**. Density .. .15 : *Wet _._Dry _Deluge _Pre-Action D : Area per sprinkler 105:: ---------------------------------- E : Hose allowance GPM: inside. ** SPRINKLER or NOZZLE **. S Hose allowance GPM: outside 250 : Make _TYCO Model TYFRB OR I : Rack sprinklers allowance :'.Orifice Size 1/2"" K-Factor 5.6.1 G : :.: Temperature rating _155 deg. N CALCULATION GPM required 60:8 PSI required 23.9 at base -of :A.S.Riser - SUMMARY : GPM -required 310.8 PSIrequired 30.5 at pointof supply..; C-Factor used: Overhead 120 Underground 150 A **** WATER FLOW TEST **** : **,PUMP * TANK *,WELL ** - T E : Test Date APR 2005 : Pump Capacity N.A. R : Static PSI 100 . : Pump Pressure Residual PSI 95 : Pump Elevation . S : GPM Flowing 680 : Tank Capacity N.A. . U :,.Elevation . Grade .:.Tank Elevation . P : : Well Proof Flow N.A. P : -------------------------------- .- -------------------- Location Point of Connection Y : Source of information WESTCOAST FIRE PROTECTION C : Commodity . O : Location . ..., . : Class M Storage : Storage Height : Aisle width : Area____________ M : Storage Method: Solid piled ___% Palletized _% Rack %. O : Plastics D : I: T : : _Single row _Conventional pallet _Autômatic storage __Encapsulated Y : : _Double row .._Slave pallet _Solid shelving _Non- :R : _Multiple row _Open . Encapsulated T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING 0 :K : Longitudinal .Transverse _: ft. in. R: A : : G .: : Horiz. barriers provided E Beard 100- 95.0 99— C 80— p1 . 75.0 r e 65.0 S . .0. r. e P. . .S* I 25. C 20— C 10- 4 0— wencher &Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 80 HOMEWOOD SUITES (HYDR AREA 6) -€ iiiiiiiiiiiiiiiitiiiiiiiiiiiiiiiiiiiiiiiii huh III IIIIIhIhhItIIlIIIIhhIIIhIIhhhhhIIhIIhIIhhIIIhIIIIhhIIIIIIIIIIIIIIIIhI: ___2 ....... ... -.-.. .. : . . . ...- . ,., . . . . ................... L11111111111 '111111 II 111111111111111 flit I 111111 I I IiiiiitiiiIiriiiiii.iliuiiiililllllihhhllll II 1111111111 liii I1II1Ih1l 100 ,00 300 400 500 600 700 800 900 1000 - Water Flow GPM . . LETTER DESCRIPTION -. A = Static Pressure of .,100.0 p.s.i. . B = Residual Pressure-of 95.0.p.s.i. at 680.0 G.P.M. C = 90.0 percent Static 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 12.6 p.s.i. Elev of 29.0 ft. F = Base of Riser Demand 23.9 p.s.i. at 60.8 G.P.M. G = Point of Conn Demand 30.5 p.s.i. at 310.8 G.P.M. The City Supply provides 98.8 p.s.i. at 310.8 G.P.M. which leaves 'a buffer of 68.3 p.s.i. at system demand. Beard Provencher.& Associates, Inc.714-283-1100, Date: 09-05-06. -Sheet .- 81 HOMEWOOD SUITES - HYDR AREA 6 K-FACTOR CALCULATIONS PIPE FLOW K-FACTOR LENGTH FRICTION'. PRESSURE - NO. NODE 'GPM FITTING TYPE FTG LOSS -, PSI NO. DIAMETER TOTAL PSI/FT " ...NOTES 1 q= 15.0 K= 5.60 0.7 ------------------------------------------------------------------------------ Pt 7.17 NODES 3,6 A Q= 15.0 F=T '5.0 C= 150 Pe '0.00 K= Q/(P) D= 1.101 5.7 0.0400 Pf 0.23 K= 15.00/C 7.4 )' 2 ' Pt 7.40 ---------------------------------- K= 5.51 -4 1. -• -.'--- .' ' - - .1. -- heard Provencher & Associates, Inc.714-283-1100 Date: 10-11-06 -- Sheet- -82 Sprink1er System Analysis - •' 2 HOMEWOOD SUITES - HYDR AREA 6 -' ,- -• TOTAL FLOW AVAILABLE: Static Présiire 100APSI 'BUFFER ALLOWED: 10 Residual Pressure. 95.0 'PSI at Discharge of: 680 GPM - NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM --------------------------------------------------------------VERSION 3.0-- : 29.5 10.2 28,9 5.60 - 7.2 15.0 28.9 5.51 7.8 15.4 29.5 9.5 28.9 5.60 7.1 15.0 A 6 28.9 5.51 7.8 15.4 29.5 9.6 29.5 . 10.0 29.5 10.2 10 . 28.9 10.5 . 4i 27.7 11.0 12 27.7 - -- - - 11.0 13 28.5 . 10.6 14 I 28.2 ' 10.8 - 28.2 : 10.8 28.5 10.6 27.7 , 11.0 8 28.5 10.6 29.5 10.2 'To 27.7 - ' 11.0 21 28.5 . 10.6 22 28.2 10.7 3 27.7 11.0 -14 28.2 •• 10.7 15 27.7 11.0 29.5 10.2 29.5 10.2 28 28.9 10.4 29 27.7 10.9 Io 28.5 . 10.6 -1 27.7 . 10.9 .32.. 28.2 10.7 33 27.7 . - 10.9 28.5 . . 10.6 28.2 10.7 36 27.7 10.9 37 ' 29.5 10.1 38 29.5 10.1 39 19.3 14.7 40 19.3 14.7 41 19.3 14.7 42 .. 19.3 - 14.7 43 19.3 14.7 4.4 19.3 14.7 45 19.3 14.7 46 9.6 - 19.1 • S - - 3eardProvencher & Associates, Inc,714-283-1100 Date::.1Q1i;O6SheetV. V VHOMEWOOD SUITES - HYDR AREA 6 NODE ELEVATION . SPRK PRESSURE DISCHARGE NO. FEET COEF , PSI V GPM 47 86 202 - - 48 V 8.6, V 20.2 "V V 49 8.6 20.2 50 8.6 20.2 V 51 9.1 20.0 V V 52 9.6. V 19.8 V V 53 9.6 VVV 19.8 LV V 54 V 8.0 V 20.5 V 55 9.1 20.1 - 56 9.6. 19.8 V 57 9.6 I; V 19.8 58 9 .1 .V VV 20.1 59 - 9.1. 20.1 .. V tj 60 9.6 V V 19.9 , V V 61. 9.6.. 19.9 - !V 62 V 9.6 V 19.9 V V 63 : 9.1 V 20.0 V V 64 V' V •V 9.6 . V 19.8 65 9 .6 V 19.8 . V 66 VV' V V V 9 1 V -19.9 V V V• 67 V VVV 9.1• V 199 - V 68 V 96' V V 19.6 V V 69 V 9.6 19.6 V 70 ' V 9.6 19.3 71 8.6 k - V V V'j -. 19.7 - V • 72 V 8.0 • • V V 199 V V 73 V V V, 91 V 19.5 V V 74 9.6 V 19.2 V 75 9.6 19.2 -•. 76 - 8.8 19.4 77 8.0: V 19.7 V 78 8.0 V 19.7 V V V 79 V 8.0 V, 19.7 80 8.8 19.4 VV V V V V 81 8.0 V 19.7 V V 82V 8.0 - 19.7 83 8.8• V 19.4 V 84 V 8.0 V 19.7 85 8.0 V 19.7 -• V V86 8.8 19.4 87 V 8.0V 19.7 - V 88 8.0 V 19.7 V V 89 8.8. V 19.4 V V V V 90 8.0 V 19.7 V 91 • 8.0 19.7 V 92 V 8.8 19.4 V V V 93 8.0 19.7 V 94 8.8 V 19.4 95 7.5 19.9 96 8.8 19.4 V 97 8.0 19.7 V V 98 75 V 19.9 V &ardProvencher & Associates, Inc. 714-283-1.100 •Date: 10-11-06 Sheet -84 I HOMEWOOD SUITES - HYDR AREA 6 NODFJ ELEVATION SPRK PRESSURE DISCHARGE NO _.I FEET COEF PSI GPM ------------------------------------------------------------------------------- 99 8.8 194 1001 8.8 19.4 101 8.8 19.4 102 8.0 197 103 8.8 19.4 1O4 7.5 19.9 105 7.5 19.9 106. 8.8 19.4 .107L 10.6 186 - 108J 10.6 18.6 1091 20.2 14.4 1101 20.2 14.4 j 20.2 14.4 1121 20.2 14:4 1131 r 19.8 146 114 120 180 1151 12.0 18.0 ..• 116 21.6 138 117 21.6 13.8 1181 216 138 119 - 216 138 - 120:. 19.8 14.6 121 10.6 18:6 1221 10.6 18:6 123 20.2 14.4 1249 20.2 14.4 .125 20.2 . 14.4 126 20.2 14.4 127; 19.8 14.6 1281 . 19.8 . . 146 129; 8.8 19.4 130 8.8 19.3 131 7.5 19.9 132: 7.5 19.9 133 7.5 19.9 134 8.8 19.4 • . 135 7.5 19.9 1361 7.5 19.9 137j 8.8 19.4 .138 8.5 139i1 7.5 19.'9 140 8.5 19.5 141. 8.8 19.4 142 7.5 19.9 143 8.5 19.5 144 7.5 19.9 145 8.5 19.5 146 8.8 - 19.4 147 8.8 19.4 148 9.6 19.0 149 8.0 19.7 150 8.0 19.7 I - Beard' Provencher & Associates, Inc714-283-1100 Date: 10-11-06 Sheet -85 HOMEWOOD SUITES - HYDR AREA 6 -- NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM 15]. 7.3 20.0 152 . 8.0 19.7 153 8.0 19.7 154 7.3 20.1 155 7.3 20.1 156 9.6 19.1 157 9.6. 20.0 158 1.0 23.9 - 159 0.0 • 24.4 250.0 Hydrant Flow 160 0.0 • 24.4 161 0.0 24.5- 162 • 0.0 24.4 • 163 . 0.0 .. 24.5. • -- -. 164 . 0.0 24.5 - . •- - 165 0.0 30.5: Supply Point - .. 166 8.0. - 20.5- 167 • . 9.6 • • • . 19.8 .1 -.- . •-• • . .-, -- eardProvencher &Associates, Inc.-.714-283-1100 •'•Date: -10-11-06 :Sheet'86 Aj -.HOMEWOOD SUITES - HYDRAREA6 PIPE FLOW K-FACTOR LENGTH: FRICTION PRESSURE -: NO. NODE GPM FITTING TYPE FTG LOSS NO. DIAMETER TOTAL PSI/FT - NOTES ----------------------------------------Beard---------------------VERSION 3.0-- -,4 q= 0.0 K= 0.00 181.5 . Pt 9.5 Pt 9.5 I Q= 18.4 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.9 D= 2.003 211.5 0.0032 Pf 0.7 Pn 9.5 Pt 10.2 ---------------------------------------- Beard ---------------------------------- .12 q= 15.0 K, 5.60. 8.0 Pt 7.2 Pt 7.2 - 2. Q= 15.0 F=ER 8.0 C= 150 Pe 0.0 Pv -0.2 - .-Vf/s= 5.1 D= 1.101 16.0 0.0401 Pf 0.6 Pn 7.0 ------------------------------------------------ 13 g= 15.4 K= •5.51 8.5 -• Pt 7.8 Pt 7.8 3 Q= 30.4 F=T 5.0 C= 150 Pe -0.3 Pv -0.7 r'f/s= 10.2 D=, 1.101 13.5 J. 0.1484 Pf 2.0 Pn 7.1 -------------------------------------------------------- .4q= 0.0 K=:o.00 9.8 Pt 49.5 Pt 9.5 -• 4 -1 Q= 11.9 F=RR .. 2.0.C= 150 Pe 0.0 Pv -0.0 1.2 D=2.003 11.8 .0. 0014 Pf 0.0 Pn 9.5 . Pt 9.6 Beard ----------------------------------- -- • q= - - - --- 15.0 ---- -------- ------ - --- K=- 5.60 8.0 Pt 7.1 Pt 7.1 5 15.0-F=E2R 9.0 C= 150 Pe 0.0 Pv -0.2 .Vf/s= 5.0 D=1.101 17.0 0.0400 Pf 0.7 Pn 7.0 -46 q= 15.4 K=; 5.51 .5 Pt 7.8 Pt 7.8 6. 0= 30.4 F=T . . .0 C= 150 Pe -0.3 Pv -0.7 Vf/s= 10.2 D=1.101 . 13.5 0.1484 Pf 2.0 Pn 7.1 7 q= 0.0 K= 0.00 152 Pt 96 Pt 9.6 7 ' Q= 42.3 F=T3R 13.0 C= 150 Pe 0.0 Pv -0.1 4.3 D=..2.003 28 0.0149 Pf 0.4 Pn 9.4 q= 0.0 K= - 0.00 214.7 Pt 10.0 Pt 10.0 8 Q= 9.7 F=2T20R. 40.0 C= 150 Pe 0.0 Pv -0.0 ,Vf/s= 1.0 D= 2.003 254.7 0.0010 Pf 0.2 Pn 10.0 Pt 10.2 -----------------------------------------Beard---------------------------------- - .19 q= 0.0 K=0.00 51.8 Pt 10.2 Pt 10.2 J Q= 5.7 F=T5R 15.0 C= 150 Pe 0.0 Pv -0.0 .Vf/s= 0.6 D= 2.003 66.8 0.0004 Pf 0.0 Pn 10.2 Pt 10.2 -----:4-----------------------------------Beard---------------------------------- - 27 q= 0.0 K= 0.00 65.0 Pt 10.2 Pt 10.2 19 Q= 5.7 F8R 8.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 2.003 73.0 0.0004 Pf 0.0 Pn 10.2 19 • Pt 10.2 ----------------------------------------Beard---------------------------------- 37 q= 0.0 K= 0.00 100.4 Pt 10.1 Pt 10..1 27 Q= 5.7 F=E11R 22.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 2.003 122.4 0.0004 Pf 0.0 Pn 10.1 27 Pt 10.2 ----------------------------------------Beard---------------------------------- I - eàrd'Pr.ovencher & Associates, Inc.-.714-283-1100.. Date:-:1O-11-06: Sheet:.--.-- 87 HOMEWOOD SUITES- HYDR AREA 6 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT • . NOTES -----------------------------------Beard---------------------VERSION 3.0--. 38 q= 0.0 K= 0.00 96.3 Pt 10.1 Pt 101 37 Q= 5.7 F=T11R 21.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 2.003 117.3 0.0004 Pf 0.0 Pn 10.1 37 Pt 10.1 ---------------------------------------- q= 0.0 K= 0.00 2.0 .Beard -------------------------------- 8 Pt 10.0 Pt 10.0 38 0= 32.6 F=T 10.0 C=150 Pe 0.0 Pv -0.1 Vf/s= 3.3 D= 2.003 12.0 6,0092 Pf 0.1 Pn 9.9 38 Pt 10.1 ------------------------------------------ eard 1 q= 0.0 K= 0.00 11.6 Pt 10.2 Pt 10.2 39 Q= 18.4 F=ET 21.0 C=.,150 Pe 4.4 Pv.-. -0.0 Vf/s= 1.9 D= 2.003 32.6 0.0032 Pf 0.1 Pn 10.2 ---. 39 re.- Pt 14.75 ----------------------------------- Beard -----------.-.------ 9 q= 0.0 K= 0.00 11.6 Pt 10.2 Pt -10.2 40 Q= 15.4 F=ET 21.0 C=150 Pe 4.4 Pv -0.0 Vf/s= 1.6 D= 2.003 32.6 0.0023 Pf 0.1 Pn 10.2 42 Pt ;14.7 -----------------------------------------Beard------------------------------------- 38 q= 0.0 K= 0.00 : 11.6 ' Pt 10.1 Pt 10.1 41 Q= 27.0 F=ET 21.0 C='150 Pe 4.4 Pv -0.1 Vf/s= 2.7 D= 2.003 32.6 0:0064 Pf 0.2Pn 10.0 45 . Pt-14.7 JI -------------------- Beard ---------------------------------- 40 q= 0.0 K= 0.00 . 1.4 Pt 14.7 Pt 14.7 42 Q= 2.6 F=T 10.0 C= 150 Pe. 0.0 Pv -0.0 Vf/s= 0.3 D= 2.003 11.4 0.0001 Pf 0.0 Pn 14.7 39 Pt 14.7 .T -----------------------------------Beard---------------------------------- 41 q= 0.0 K= 0.00 206.5 Pt 14.7 Pt - 14.7 43 Q= 2.6 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.3 D= 2.003 241.5 0.0001 Pf 0.0 Pn 14.7 40 \pt 14.7 -----------------------------------Beard---------------------------------- 43 q= 0.0 K= 0.00 214.7 Pt 14.7 Pt 14.7 -- 44 Q= 0.4 F=TT 20.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.0 D= 2.003 234.7 0.0000. Pf 0.0 Pn .14.7 41 . . . . Pt 14.7 --------------------------------------Beard------------------------------ 42 q= 0.0 K= 0.00 1.4 Pt 14.7 -.Pt 14.7 45 Q= 0.6 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 2.003 11.4 0.0000 Pf 0.0 Pn 14.7 --------------- • 43 q= 0.0 K= 0.00 316.3 Pt 14.7 Pt 14.7 46. Q= 0.1 F=3T35R . 65.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.0 D= 2.003 381.3 0.0000 Pf 0.0 Pn 14.7 I, heard Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 88 HOMEWOOD SUITES - HYDR AREA 6 - - PIPE i FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAI4ETER TOTAL 'PSI/FT rNOTES -----------------------------------Beard---------------------VERSION 3.0-- q= 0.0 K= 0.00 2.0 - Pt 14.7 Pt 14.7 47 Q= 2.1 F=T 10.0 C= 150 Pe .0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 12.0 0.0001 Pf 0.0 Pn 14.7 Pt 14.7 -----------------------------------Beard---------------------------------- 45 q= 0.0 K= 0.00 1.4 Pt 14.7 Pt 14.7 48.. 1 0= 2.0 F=T .. 10.0 C= 150 Pe 0.0 Pv -0.0 0.2IJ= 2.003 11.4 0.0001 Pf 0.0 Pn 14.7 :14 . Pt 14.7 -----------------------------------Beard------------------------------------ 39 q= 0.01<= 0.00 11.2 Pt 14.7 Pt 14.7 49 a Q= 21.0 F=ET 21.0 C=150 Pe 4.2 Pv -0.0 - .Wf/s= 2.1 ]J= 2.003 32.2 0 0041 Pf 0.1 Pn* 14.7 • . - ---------------------------------- Pt 19.1 2q= 0.0 K= 000 112 --Beard ---------------------------- - Pt .14 .7 Pt 147 - 50 Q= 14.8 F=TT 20.0 C= .150 Pe 4.5 Pv -0.0 ---Vf/s= 1.5 D= 2.003 31.2 0.0021 Pf 0.1 Pn 14.7 .. 10 Pt 193 - --------------- --.- ---Beard---------------------------------------- 45q= 0 .0 K= 000 112 Pt 14 .7 Pt 147 51 0= 25.0F=ET . 21.0 C=150 Pe - 4.2 Pv -0.0 Vf/s= 2.5 D= 2.003 32.2 0.0056 Pf 0.2 Pn 14.7 .0 156 . .. t 19 .1 ----------------------------------------- Beard ----------------------------- r:G q= 0.0 K= 0.00 .. 156.2 Pt 19.1 Pt 19.1 52 Q= 21.0 F=15R 15.0 C= 150 Pe 0.0 Pv -J Vf/s= 2.1 D= 2.003 171.2 0.0041 Pf 0.7 Pn 19.0 •• - . Pt 19.8 ----4----------------------------------Beard---------------------------------- 17 q= 0.0 K= 0.00 . 5.6 Pt 19.8 Pt 19.8 54 Q= 21.0 F=2R 2.0 C=150 Pe 0.0 Pv -0.0 Vf/s= 2.1 D= 2.003. 7.6 0.0041 Pf 0.0 Pn 19.7 53 . . Pt 19.8 -Beard ---_--- -. - q= 0.0 K= 0.0.0 7.5 . Pt 19.8 Pt 19.8 61 . 0= 21.0 F=3R 3.0 C=.150 Pe 0.0 Pv -0.0 - Vf/s= 2.1 D= 2.003. 10.5 0.0041 Pf .0.0 Pn 19.8 .57 • Pt 19.8 • . -----------------------------------Beard----------------------------- 57 q= 0.0 K= 0.00 • 8.5 Pt 19.8 Pt 19.8 65 Q= 21.0 F=R . 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.1 D= 2.003 9.5 0.0041 Pf 0.0 Pn 19.8 61 • . . Pt 19.9 ----------------------------------Beard---------------------------------- 61 q= 0.0 K= 0.00 4.6 Pt 19.9 .Pt 19.9 69 Q=, 21.0 F=T • 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.1 D= 2.003 14.6 0.0041 Pf 0.1 Pn 19.9 62 • . • • Pt 19.9 ----------------------------------Beard---------------------------------- - eardProvencher &Associates, VInc.V -7142831100V. Dat:10-i11-06 SheetV 8::: - -..HOMEWOOD SUITES - HYDR AREA 6 H PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG 7 LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES... ----------------------------------------Beard---------------------VERSION 3.0-.- 65 q= 0.0 K= 0.00 3.5 Pt 19.8 Pt 19.8 70 Q= 39.8 F=TR 11.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.0 D= 2.003 14.5 0.0132 Pf 0.2 Pn 19.6 62 Pt 19.9 -----------------------------------------Beard------------------------------------------ 69 q= 0.0 K= 0.00 6.3 . Pt 19.6 Pt 19.6 73 Q= 39.8 FRR 2.0 C=150 Pe 0.0 Pv -0.1 Vf/s= .4.0 D= 2.003 8.3 0.0132 Pf 0.1 Pn 19.5 65 : Pt 19.8 ----------------------------------------Beard----------------------------- 70 q= 0.0 K= 0.00 14.5 Pt 19.3 Pt 19.3 77 Q= 39.8 F=T3R 13.0 C=150 Pe 0.0 Pv -0.1 .. Vf/= 4.0 D=2.003 27.5 L0.0132 -Pf t.0.4 Pn 19.2 . t..- V 69 . Pt 19.6 . V '-Beard---------------------------------------V 75 q= 0.0 K-0.00 31.6 HV Pt 19.2 Pt 19.2 78- Q= 9.8 F=5R VV V 5.0 C=-150 Pe 0;0 Pv -0.0 . Vf/s= 1.0 D= 2.003 V 36.6 0.0010 Pf V V0.0VPn 19.2 -. - VVV Pt 19.3 V -VVH___.------------------------.-Beard--------------------------- .V.76 q= - 0.0 K=H0.00 135.3 . Pt 19.4 Pt 19.4 V 83 V_.Q= 9.8 F2E2T15R 57.0 C=.150.. Pe 0V..3 Pv -0.0 Vf/s= 1.0 D2.003 192.3 0.0010 Pf 0.2 Pn 19.4 75 Pt 19.2 . V ---------------------- Beard ----------------------------------- q= 0.0 K= 0.00 0.9 83 -- V Pt 19.4 Pt 19.4 VVV V 84 Q= 9.8 F=R 1.0 C= 150 Pe 0.0 Pv V -0.0 Vf/s= 1.0 D= 2.003 1.9 0.0010 Pf 0.0 Pn 19.4 • V V 76 - VV V Pt 19.4 - -------------------- -V _Beard ---------------------------------- 77 q= 0.0 K= ' 0.00 9.0 Pt 19.7 Pt 19.7 85 Q=. 1.1 F=R . 1.0 TC= 150 Pe 0.0 Pv -0.0 Vf/s= 0.4 D= 1.101 10.0 0.0003 Pf 0.0 Pn 19.7 78 q= 0.0 K= VV000 V V V 75 Pt 19.7 Pt 19.7 V 86 QV 1.1 F=R V 1.0 C= 150 Pe 0.0 Pv -0.0 V - Vf/s= 0.4 D= 1.101 V 8.5 -----V00003 Pf V 0.0 Pn 19.7 79 q= 0.0 K= 0.00 3.3 ... Pt 19.7 Pt 19.7 87 VQ 1.1 F=T - 'V C= 150 Pe 0.3-Pv- -0.0 Vf/s= 0. 0.4 D= 1.101 8.3 V0.0003 pf 0.0 Pn 19.7 --------------- 80 q= 0.0 K= 0.00 10.7 Pt 19.4 Pt 19.4 88 Q= 1.1 F=R 1.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.4 D= 1.101 11.7 0.0003 Pf 0.0 Pn 19.4 8]. q= 0.0 K= 0.00 6.8 Pt 19.7 Pt 19.7 V 89 0= 1.1 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.4 D= 1.101 7.8 0.0003 Pf 0.0 Pn 19.7 - V eard Provencher & Associates, Incf714-283-1100 Date: 10-11-06 Sheet 90 :HQMEWOOD SUITES- HYDR AREA 6 VV -• - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE V NO. NODE GPM FITTING TYPE FTG . LOSS PSI. V ::NO. DIAMETER TOTAL PSI/FT NOTES -----------------------------------------Beard---------------------VERSION 3.0-- q= 0.0 K= 0.00 4.5 - Pt 197 Pt 19.7 90 Q= 1.1 F=T 5.0 C=150 Pe -0.3 Pv -0.0 Vf/s= 0.4 D= 1.101 9.5 0.0003 Pf 0.0 Pn 19.7 .83 Pt 19.4 -----------------------------------------Beard---------------------------------- lb 6 q= 0.0 K= 0.00 5.8 Pt 19.4 Pt 19.4 V . 91 4 Q= 8.7 F=R 1.0 C=150 . Pe 0.0 Pv -0.0 k1f/s= 0.9 D= 2.003 6.8 0.0008 Pf 0.0 Pn 19.4 V V . Pt 19.4 --------------------------------------- Beard ----------------------------------- -.9 q= 0.0 K= 0.00 10.8 Pt 19.4 Pt 19.4 V Q= V94;- 8.7 . F=R- 1.0 C=-.150 .Pe V 0.0 Pv -0.0 - / 0.9 D= 2.003 11.8 0.0008 Pf 0.V0 pu 19.4 86 V V Pt 19.4 -------------------------------------------Beard----------------------------------- V V ipl q= .0.0 K= 0.00 9.0 . 7 .... Pt 19.4 Pt 19.4 V V V 97 Q= 8.7 F=R 1.0 C=150 Pe r 0.0 Pv -0.0 --Vf/s= • 0.9. D= 2.003 V 10.0 0.0008 Pf 0.0 Pn 19.4 • VV V V8 9 V Pt 19.4 V ---------------------------------------------- Beard -------- --=-. -- 100 q= 0.0 K= 0.00 5.9 Pt r19.4 Pt 19.4 Q= .1o8:4. 1.1 F=T 5.0 c=:150V Pe 0.3 Pv..-O.0 f/s- 0.4 D= 1.101 V 10.9 0.0003 Pf 6.0Pn 19.4 77 V V V V Pt 19.7 -----------------------------------------Beard---------------------------------- V ViOl q= 0.0 K= 0.00 V 23.6 Pt 19.4 Pt 19.4 H 109 , Q= 1.1 F=2ET V . 32.0 C=J50 Pe 0.0 Pv -0.0 V 0.2 D= 2.003 55.6 0.0000 Pf 0.0 Pn 19.4 VQO V Pt 19.4 ------------------------------------------Beard---------------------------------- 103 q= 0.0 K= 0.00 4.7 Pt 19.4 Pt 19.4 V 110 . Q= 9.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 31f/s= 1.0 D= 2.003 5.7 0.0010 Pf 0.0 Pn 19.4 Ibi Pt 19.4 -- ---Beard-- ---------- ------------ ---------- 106 q= 0.0 ------------------------------------ K= 0.00 5 .7 . Pt 19.4 Pt 19.4 • V 112 V Q= 9.8 F=R 1.0 C= 150 Pe V 0.0 -Pv -0.0 Vf/s= 1.0 D= 2.003 6.7 0.0010 Pf 0.0 Pn 19.4 103 V V • .Pt .194 .. . V 129 q= 0.0 K= 0.00 --------------------Beard----------------------------------- V -. V Vpt 194 Pt 19.4 V VV V 115 Q= 9.8 F=R V 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.0 D= 2.003 53 0.0010 Pf 0.0 Pn 19.4 V 106 V Pt 19.4 ----------------------------------------Beard---------------------------------- 130 q= 0.0 K= 0.00 7.5 Pt 19.3 Pt 19.3 138 Q= 9.8 F=T • 10.0 C= 150 Pe 0.0 Pv V -0.0 Vf/s= 1.0 D= 2.003 17.5 0.0010 Pf 0.0 Pn 19.3 129 Pt 19.4 ----------------------------------------Beard---------------------------------- eardProvencher &Assoiates; Inc. 714-2831100 - ]Jate10-11-06 Sheet-91- 'HOMEWOOD SUITES -HYDR AREA 6 -; PIPE FLOW K-FACTOR LENGTH_ FRICTION- PRESSURE -. NO. NODE GPM FITTING TYPE FTG--. LOSS PSI NO. DIAMETER TOTAL PSI/FT 7 -,,. NOTES ----------------------------------- Beard---------------------VERSION 3.07J--- 130 q= 0.0 K= 0.00 51.8 ilPt 19.3 Pt 19.3 139 Q= 5.0 F=TTEE1OR 52.0--C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.5 D= 2.003 103.8 0.0003 Pf 0.0 Pn 19.3 148 Pt 19.0 -----------------------------------Beard----------------------------------- 148 q= 0.0 K= 0.00 19.1 Pt 19.0 Pt 19.0 157 0= 5.0 F=3R 3.0- C= 150 Pe 0.7 Pv -0.0 Vf/s= 0.5 D= 2.003 22.1 0.6003 Pt 0.0 Pn 19.0 149 q= 0.0 K= 000 16.0 - Pt 19.7 Pt 19.7 158 Q= 5.0 F=RR 2.0 C=.150 Pe 0.0 Pv -0.0 Vf/s= 0.5 D= 2.003 18.0 0.0003 Pf 0.0 Pn 19.7 150 q= 0.0 K= 0.00 16.0 Pt 19.7 Pt 19.7 159 Q= 5.0 FRR- --. 2.0 C=150 Pe 0.3 Pv -0.0 .• - Vf/s=0.5 D= 2.003 . 18.0 0.0003Pf 0.0 Pn 19.7 151 q= 0.0 K= 0.00 -- 16.0 Pt 20.0 Pt 20.0 160 Q= 5.0 F=RR • -.. 2.0 C=150 Pe -0.3 Pv -0.0 0.5 D= 2.O03 18.O--O -0003-- Pt 0.0 Pn 20.0 152q= 0.0 K= 000 - 160 -Pt 197Pt 197 161 Q= 5.0 F=RR - - 2.0 C='150- Pe 0.0 Pv -0.0 Vf/s= 0.5 D= 2.003 - 18.0 0.0003 Pt 0.0 Pn 19.7 153 q= 0.0 K= 0.00 - 16.0 Pt 19.; Pt 19.7 162 Q= 5.0 F=RR - 2.0 - C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.5 D= 2.003 18.0 0.0003 Pt 0.0 Pn 19.7 154 q= 0.0 K= 0.00 - . 14.7 Pt .20.1 Pt 20.1 163 Q= 5.0 F=RR 2.0 C=150 Fe 0.0 Pv -0.0 Vf/s= 0.5 D= 2.003 16.7 0.0003 Pt 0.0 Pn 20.1 155 q= 0.0 K= 0.00 125.5 Pt 20.1 Pt 20.1 164 0= 5.0 F=ET16R 37.0 C=150 Pe -1.0 Pv -0.0 - -- Vf/s= 0.5 D= 2.003 162.5 0.0003- Pf 0.0 Pn 20.1 156 q= 0.0 K= 0.00 2.0 - Pt 19.1 Pt 19.1 165 Q= 30.0 F=TT 20.0 C=..150 Pe 0.0 Pv -0.1 Vf/s= 3.1 D= 2.003 22.0---0.0078---Pf 0.2 Pn 19.0 70 .. Pt 19.3 -- ..- ---------------------------------------- Beard ---------------------------------- 62 q= 0.0 K= 0.00 22.0 Pt 19.9 Pt 19.9 166 Q= 60.8 F= 0.0 C=-150 Pe 0.0 Pv -0.1 Vf/s= 2.8 D= 2.952 22.0 0.0044 Pt 0.1 Pn 19.9 --------------- 157 q= 0.0 K= 0.00 13.2 Pt 20.0 Pt 20.0 167 Q= 60.8 F=LLL 21.8 C= 120 Pe 3.7 Pv -0.0 Vf/s= 2.3 D= 3.314 35.0 0.0038 Pt 0.1 Pn 20.0 .eard1 P?ovencher & Asthociates, Inc. 714-283-1100 Date: :10-11-06 SheetV;-:92.- - HOMEWOOD SUITES -HYDR AREA 6 Al PIPE 4 FLOW K-FACTOR - LENGTH- FRICTION. . PRESSUREV NO. NODE GPM FITTING TYPE FTG LOSS PSI . NO DIAMETER TOTAL PSI/FT MOTES - ------------------------------------Beard---------------------VERSION 3.0-- 158q= 0.0 K= 0.00 60.0 Pt 23.9 Pt . 23.9 168 Q= 60.8 F=6LGTV 155.8 C= 150 Pe 0.4 Pv -0.0 Vf/s= 0.6 D= 6.280 215.8 0.0001 Pf 0.0 Pn 23.9 159q= 250.0 ADD HYD FLOW 256.0 Pt 24.4 Pt 24.4 --•--- .... 169 Q= 176.4 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf•s= 11•1 D=7.970 . 329.9. 0.0003 Pf 0.1-Pn 24.4 V V V V V V --------------- 16q4q= .0.0 K=-0.00 82.0 Pt 24.4 Pt 24.4 170 Q= 164.2 F=GGT 61.1 C= 150 Pc 0.0 Pv ,0.0 V Vf/s= 1.1 D= 7.970 143.1 0.0002 Pf 0.0 Pn 24.4 V 1 -. ---------V ------. 161'q= . 0.0K V000. 250.0 Pt .24.5 Pt 24.5 ... V 164.2 F=GT 80.2 C= 150 Pc 0.0 Pv ..-0.0 Vf/s= 7,,D= .9.780 330.2 0.0001 Pf... 0.OVPfl 24.5 V 165 <<<<<<<<:PP1Y point' >>>>>>>>,'- Pt 245 FIXED,DEVICE: Double Detector Check Valve :- Pf 6.0 NOTE: Fixed TOTALREQUIRED INCLUDING FIXED PRESSURE LOSS Pt 30.5 pressure added. -----------------------------------Beard------------------------ 160.q= 0.0 K= 0.00 580.0 Pt 24.4 Pt 24.4 . ... 172 . Q= 12.3 F=LLGG V 48.3 C 150 Pc 0.0 Pv -0O V Vf/s= 0.1 D= 7.970 28.3 0.0000 Pf 0.0 Pn 24.4 V. - Pt 24.4 . ... -----------------------------------------Beard---------------------------------- 159q= 250.0 ADD HYD FLOW 480.0 Pt 24.4 Pt, 24.4 173 Q= 134.3 F=LGT 73.9.. C= 150 Pe 0.0 Pv -0.0 Vf,s= 0.9 D= 7.970 553.9 0.0002. Pf 0.1 Pn 24.4 - 1G!q0.0K= 0.00 132.0 -' Pt 24.4 Pt 24.4 V 174 '..Q= 146.6 F=G . 5.7 C= 150 Pc 0.0 Pv -0.0 Vf/.s= 0.9 D= 7.970 137.7 0.0002 Pf 0.0 Pn 24.4 V1q V 0.0 K= .. 0.00 85.0 Pt 24.5 Pt 24.5 175. Q= 146.6 F=LGT 103.5 C= 150 Pe 0.0 Pv. -0.0 V Vf/s= 0.5 D= 9.780 188.5 0.0001 Pf 0.0 Pn 24.5 - VV 1641q= 0.0 K= 0.00 630.0 - Pt 24.5 Pt 24.5 V 176 .4Q= 146.6 F=TG 82.6 C= 150 Pe 0;0-Pv -0.0 Vfs= 0.4 D=11.630 712.6 0.0000 Pf. 0.0Pn:24.5 V -165-1 <<<<<<<< Supply point >>>>>>>> Pt 24.5 . V FIXED DEVICE: Double Detector Check Valve Pf 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 30.5 pressure added. -----------------------------------Beard---------------------------------- Beard Proiencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 93 * HYDRAULIC DESIGN INFORMATION SHEET * Name HOMEWOOD SUITES (HYDR AREA 7) Date : 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No._ _- Building Drawing No. FP5 Contractor APEX FIRE PROTECTION, INC. (818)-266-9151- Contract No.D3356 Construction: COMBUSTIBLE * NON-COMBUSTIBLE Ceiling Ht. 29.0 ft Occupancy GUEST ROOM (ACCESSIBLE QUEEN) S : NFPA 13: *Lt.Haz. ** Ord.Haz.Gr._l_2_3 ** Ex.Haz.1.2 Y : NFPA: 13D 13R 231 -231C Figure Curve S : Other (Specific ruling) - T : Authority having Jurisdiction CARLSBAD FIREDEPT E: ------------------------------------ --- ---------------- - ------------ - -------- M Area of Sprinkler operation 4 HDS __: T ** SYSTEM TYPE ** - Density .10 : _Wet Dry Deluge _Pre-Action. D Area per sprinkler 256 : E : Hose allowance GPM: inside IT SPRINER or NOZZLE ** S :.Hose allowance GPM: outside 100 Make TYCO Model -- LF11 RES - I Rack sprinklers allowance :' orif ice Site _7/16" K-Factor 4.9 G :.--:-Temperature rating - 155 -deg. -• N. = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == = = = = === = = = = == = = = = = = = = = = = = = = = = = = = = = = = = = .----.-CALCULATION GPM required 99.7 PSI required - 69.0 at base of A.S.Riser: - —SUMMARY - : GPMrequired 199.7--PSI-required -75.6at point of supply.--- C-Factor used: Overhead __120 -- Underground 150 W : A : WATER FLOW TEST **** : ** PUMP; TANK * WELL T: : I E Test Date APR2005 _: Pump Capacity N.A. R Static PSI 100 : Pump Pressure Residual PSI 95 : Pump Elevation S :-GPM Flowing 680 : Tank Capacity N.A. _- U : Elevation Grade : Tank Elevation P : .: Well Proof Flow N.A. P : L : Location Point of Connection Y : Source of information WESTCOAST FIRE PROTECTION C : Commodity - O : Location - - : Class__________ M : Storage Height : Aisle width : Area_____________ M : Storage Method: Solid piled _% Palletized _% Rack__________ O : Plastics D : -----:--±-.----------- T : : _Single row _Conventional pallet _Automatic storage _Encapsulated Y : : _Double row _Slave pallet _Solid shelving _Non- :R : _Multiple row _Open Encapsulated S :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K Longitudinal Transverse ft. in. R : A : G : : Horiz. barriers provided 1. I I Beardrovencher & Asciates, Inc. 714-283-1100 Date: 10-11-06 Sheet 94 HOMEWOOD SUITES (HYDR AREA 7)- - 9O_2. S. -u-.. ...........................................................................................................- .... : :::IG:V....: ........................................................- ........ r ... 7— e 6.( 6— S r S0 — e S .1 30- 25.0 20— .J1 .o -• ........................................................................................ rl.B5. 100 200 300 400 500 600 700 800 900 .1000 Water Flow GPM LETTER .. DESCRIPTION. - A = Static Pressure of -100.0 p.s.i.. .•. B.= Residual Pressure of r195..Q..p.s.i.at680.OG.P.M._________ C = 90.0 percent Static 90.0 p.B.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 12.6 p.s.i. Elev of 29.0 ft. F = Base of Riser Demand 69.0 p.s.i. at 99.7 G.P.M. G = Point of Conn Demand 75.6 p.s.i. at 199.7 G.P.M. The City Supply provides 99.5 p.s.i. at 199.7 G.P.M. which leaves a buffer of 23.9 p.s.i. at system demand. eardProvencher & Associates,- Inc.714-283.11OO. Date; _097-0.5-.06 ...Sheet9.5 HOMEWOOD SUITES -HYDR AREA 7 --•• J Lj.gs Z ZA 43flS rsac. KFACTOR CALCULATIONS PIPE - FLOW K-FACTOR LENGTH FRICTION -PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI -NO. DIAMETER -- - TOTAL PSI/FT 1q= 20.0 K= 4.90 2.8 Pt 16.66 NODE 11 A Q= 20.0 F=ET - 10.0 C= ISO Pe 0.00 - K= Q/(P)5 - - D= 0.874 12.8 0.2095 Pf 2.69 K= 20.00/( 19.34-) 2 -. - - - -. Pt 19.34 K= 4.55 - - - - - . - - .-.. -- - & Associates, Inc. 714-283-1100k Date:. 10-11-06 Sheet 95 . . . Sprinkler System Analysis . . . . .......... HOMEWOOD SUITES - HYDR AREA 7 TOTAL FLOW AVAILABLE: Static Pressure .100.0 PSI .,BUFFER ALLOWED; •10 %:: Residual Pressure 95.0 PSI • . at Discharge of 680 GPM .-•- . - NODE ELEVATION SPRK PRESSURE DISCHARGE NO, FEET COEF PSI GPM ------------------------------------------------------------------VERSION 3.0 -- 29.5 53.9 2 28.9 53.6 3-9 28.9 53.6 - 4 29.5 . 53.3 5 28,9 53.5. 28.9 53.5 29.5 . 53.3 - 81 29.5 . 53.2 91 29.5 . 52.5 28.9-- 4.20 22.8 20.0 27.7 . 4.55 30.3 25.0 12j -• 27.7 . 4.90 24.9 24.5 13 14 28.5 28.2 5.60 29.0 31.1 30.1 15 - 28.2 . 36.3 •- ]6 28.5 . . 42.6 171 -. 27.7 - 42.9 28.5 - 42.6 19: 29.5.-. 50.2 '20 . . • 27.7 51.7 .. .• 21 , 28.5 51.3 221 28.2 • . 51.5 231 27.7 • . 51.7 24ff •• • 28.2 . 51.5 . - 27.7 51.7 - 26 29.5 50.9 27 29.5 50.9 28 28.9 52.3 29 27.7 52.8 30 . 28.5 52.5 31j . 27.7 52.8 32 1 28.2 - - 52.6 33 27.7 . 52.8 -: 344 28.5 . - • 52.5 35-. 28.2 . -- 52.6 36 - . 27.7 . 52.8 37 29.5 52.1 38 29.5 - 53.2 39 . 19.3 58.4 • : 40 19.3 58.4 • 41 19.3 57.9 42 19.3 57.6 . 43 19.3 57.6 44 19.3 57.9 45 19.3 57.9 46 9.6 62.9 beard Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 96 HOMEWOOD SUITES - HYDR AREA 7 :NODE ELEVATION SPRK PRESSURE . DISCHARGE . .• .L NO. FEET COEF PSI GPM 47 86 649 48 - 8.6 64.9 49 8.6 64.9 50 8.6 . 64.9 51 . 9.1 64.7 52 9.6- . -• 64.4 . 53 9.6 . 64.4 -. 54 8.0 65.2 55 -. 9.1 64:8 56 9.6 64.5 57. 9.6 64.5 .:. - 58 9.1 64.8 -- .59 9.1-. 64.8 - 60 9.6 646 61 . 9.6 - 64.6 62 9.6.. --. .. .64:7 63 9.1: . 64.4 64 96 : 64.2 65 9.6 . 64.2 ,.. 66 91 641 67 91- 641 68 9.6. . 69 9.6 - '. . 63.9 ;.. .70 9.6 62.9 71 8.6 . -: - . 63.3 -. .•. ..: 72 . 8.0.. ... 63.5 .- - 73 9.1 63.0 . 74 9.6 62.8 75 9.6 62.8 76 88 625 77 . 8.0 62.8 -. 78 8.0 62.8 79 8.0 - 62.8 80 8.8 . 62.5 81 8.0 . 62.9 . 82 8.0 . 629 . . 83 8.8 62.5 84 8.0 . 62.9 r 85 8.0 . 62.9 86 . 8.8 . . 62.5 - ..- 87 8.0... . : .62.8 . 88 8.0 - . 62.8 89 . 8.8 62.5 90 8.0 62.8 91 8.0 . 62.8 92 8.8 . 62.5 93 8.0 62.8 94 8.8 . 62.5 95 7.5 . 63.0 96 8.8 62.5 97 8.0 62.8 98 7.5 . 63.0 EardPovencher& Asociates, Inc.-714-283-1100 Date:10-11-06 Sheet' 97::. HOMEWOOD SUITES - HYDR AREA 7 'a.. --NODE .ELEVATION SPRK PRESSURE, DISCHARGE NO4. FEET COEF PSI GPM 99, 8.8 62.5 1004 62.5 101 8.8 62.5 102 8.0 62.8 1031 8.8 62.5 104 - - 63.0 - 105; 7.5 63.0 10j . 8.8 62.4 107- 10.6 61.6 108 10.6 61.6 109 20.2 r 575 I 10 20.2:. 57.5 111j 20.2:4 57.5 1121..- 2O.2 57.5 1131 - -19.8 - 57.6 114 120_ - 610 1i5 12.0_.- 61.0 116] 21.6. . . - 56.9 - •117 . .: 21.6. 56.9 1181 .: 21.6- 56.9 1191 21 6-.- 56.9 126 19.8T 57.6 -12I 10.6 61.6 i221 10.6;: 123- .20.2 . . 57.5 .124 20.2 . . .. 57.5 125: - 20.2 57.5 126.:j 20.2 -. 57.5 1271 19.8 - 576 128 - 19.8 57.6 2 129 8.8: . 62.4 130i 8.8 62.4 131 7.5 . 63.0 132. . . 7.5- .- 63.0 133-!,7.5 . 63.0 134 , 8.8. . 62.5 • 135T 7.5 63.0 • 13611 75 - • 63.0 .- • . 1371 8.8. . 62.5 • - • •• • 136 - - 8.5 -- 62.6 • 139 7.5 - 63.0 140 8.5 • • .62:6 141 8.8 62.5 142 • 7.5 63.0 143 8.5 62.6 144 7.5 63.0 145 8.5 . 62.6 146 . 8.8 • 62.5 147 8.8 62.5 148 9.6 62.1 149 8.0 62.9 150 8.0 62.9 1* - heard' Prbvencher ,& Associates, IflC-.1714-283-1100 Date:,10-11-06-. Sheet:. 98 - HOMEWOOD SUITES -. HYDR AREA 7 NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM 151 7.3 63.2 152 8.0 '-62.9 -- 153 8.0 63.0 154 7.3 63.3 155 7.3 63.3 156 9.6 -- 62.5 ..•• -. 157 9.6 65.0 158 1.0 69.0 159 0.0 69.5 100.0 Hydrant Flow -- 160 0.0 69.6 : • 161 0.0 69.6 - 162 0.0 - 163 0.0 69.6 164 0.0 £.69.6 165 0.0 • 75.6 ': Supply Point. 166 8.0 :65.1 167 - 9.6 64.4 •• - • - - •• ;•- .••-- *•,••_•; • - eard'Provencher & Associates, Inc.714-28371100 Date:10-11-06 -Sheet 99 SUITES -HYDR ..-HOMEWOOD AREA 7 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE r NO. NOSE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES --------------------------------------Beard---------------------VERSION 3.0-- q= 0.0 K= 0.00 181.5 Pt 53.3 Pt 53.3 1 Q= 17.3 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 V/s= 1.8 D= 2.003 211.5 0.0028 Pf 0.6 Pn 53.3 1 Pt 53.9 ---------------------------------------- Beard ---------------------------------- -i q= 0.0 K= 0.00 9.8 Pt 53.3 Pt 53.3 4, Q= 17.3 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 V/s= 1.8 D= 2.003 11.8 0.0028 Pt 0.0 Pn 53.2 I Pt 53.3 ----Beard----------------------------------- q= 0.0 K= 0.00 15.2 Pt 532 Pt 53.2 7 . Q= 17.3 F=T3R - 13.0 C=-150 Pe 0.0 Pv -0.0 V/s= 1.8 D= 2.003 i28.2 0.0028 Pf 0.1 -,'Pn 53.2 Pt 53.3W Beard------------------------------ q= ... 0.0 K= 0.00 214.7 Pt 52.5 Pt 52.5 -0.0 • 8- Q= -16.9 F=2T20R 40.0 C= 150 Pe 0.0 Pv 7f "Is= 1.7 ]J= 2.003 254.7 0.0027 Pt 0.7 Pn 52.5 - Pt 53.2 9 q= 0.0 K= 0.00 51.8 --Beard Pt 50.2 Pt ------------- 50.2 9 Q= 66.4 F=T5R: 15.0 C= 150 Pe 0.0 Pv -0.3 6.8 D= 2003. 66.8 0.0343 Pt 2.3 Pn 49.9 •9 - Pt 52.5 ----------------------------------------Beard---------------------------------- 1O q= 20.0 K= 4.20 11.2 Pt 22.8 Pt 22.8 10. Q= 20.0 F=3ER 22.0 C= 150 Pe 0.5 Pv -0.8 10.7 D= 0.874 33.2 0.2112 Pt 7.0 Pn 22.0 q= 25.0 K= 4.55 5.5 Pt 30.3 Pt 30.3 11 Q= 45.1 F=R • 1.0 C=150 Pe -0.2 Pv -3.9 V./s= 24.1 D= 0.874 • 6.5 0.9489 Pt 6.2 Pn 26.4 15,, • Pt 36.3 --------------------------------------Beard---------------------------------- 1 q= 24.5 K= 4.90 6.0 Pt 24.9 Pt 24.9 12 1 Q= 24.5 F=2ER • • 15.0 C= 150 Pe -0.2 Pv -1.2 Vf/s= 13.1 D= 0.874 21.0 0.3058 Pt 6.4 Pn 23.8 14; Pt 31.1 q= 30.1 K= 5.60 1.8 ------------------------------------------Beard---------------------------------- • Pt 29.0 Pt 29.0 13 Q= 30.1 F=ET 12.0 C= 150 Pe 0.1 Pv -0.7 Vf/s= 10.2 D= 1.101 13.8 0.1462 Pt 2.0 Pn 28.3 14 q= 0.0 K= 0.00 -- 6.7 Pt 31.1 Pt 31.1 14 Q= 54.6 F=T 5.0 C= 150 Pe 0.0 Pv -2.3 Vf/s= 18.4 D= 1.101'.1 11.7 0.4383 Pt 5.1 Pn 28.8 a -1eardProvencher & Associates, Inc;714-283-1100 'Date:10-11-06- SheetY100. HOMEWOOD SUITES - IDR AREA 7 - - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG - LOSS PSI - - NO. DIAMETER TOTAL 1 PSI/FT *-.--'-NOTES --------------------------------------Beard---------------------VERSION3.0 15 q= 0.0 K= 0.00 9.2 Pt 36.3 Pt 36.3 15 Q= 99.7 F=T 6.0 C= 150 Pe -0.1-Pv -3.0 - Vf/s= 21.0 D= 1.394 15.2 0.4238 Pf 6.4 Pn 33.3 18 Pt 42.6 ------------------------------------- Beard ----------------------------- -- -- 18 q= 0.0 K= 0.00 9.0 Pt 42.6 Pt 42.6 18 Q= 99.7 F=2ET2R 28.0 C= 150 Pe -0.4 Pv -1.7 Vf/s= 15.9 D=1.598 37.0 0.2183 Pf 8.1 Pn 40.9 19 q= 0.0 K=0.00 65.0 Pt 50.2 Pt 50.2 19 Q= 33.3 F=8R 8.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.4 D= 2.003 73.0 0.0095 Pf -0.7 Pn 50.1 27 - - - Pt 50 9 -' ------ ----------------------------------Beard----------------------------------- 27 q= 0.0 K= 0.00 100.4 Pt 50.9 Pt 50.9 27 0= 33.3 F=E11R 22.0 C= 150 Pe 0.0Pv -0.1 Vf/s= 3.4 D=2.003 122.4 0.0095 Pf 1.2Pn 50.8 37 Pt 52.1-..- ---------------------------------------- -Beard ----------------------------------- ---37 q= 4.0. 0 K= 0.00 96.3 - Pt -52.1-Pt52.1 ;-.---- 37 Q=.33.3F=T11R 21.0 C=-150 Pe -0.0Pv -0.1 Vf/s= 34D=2003 1173 00095 Pf11Pn 520 : 38 q= 0.0 K= 0.00 1 2.0 Pt 53.2 Pt 53.2 38 Q= 0.5 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 - Vf/s= 0.0 ]J= 2.003 12.0 0.0000 Pf 0.0 Pn 53.2 8 - - Pt 53.2 ------- -- 1 q= 0 .0 K=0.00 -------------------------------------:Beard------------------------ 11.6 Pt 53.9 Pt 53.9 39 Q= 17.3 FET 21.0 C= 150 Pe 4.4 Pv -0.0 - Vf/s= 1.8 IJ= 2.003 32.6 0.0028 Pf 0.1 P11 53.9 - 39 Pt 58.4 -------------------------------------Beard---------------------------------- 9 q= 0.0 K=. 0.00 11.6 Pt 52.5 Pt 52.5 40 Q= 49.6 F=ET 21.0 C= 150 Pe 4.4 Pv -0.2 Vf/s= 5.0 D= 2.003 32.6 0.0199 Pf 0.6 Pn 52.3 42 Pt 57.6 .-. -------------------------------------Beard----------------------------------- 38 q= 0.0 K=- 0.00 11.6-- - Pt 53.2 -Pt -53.2 41 Q= 32.8 F=ET - 21.0 _C=-.150- Pe 4.4 Pv -0.1 Vf/s= 3.3 D= 2.003 32:6 0.0093 Pf 0.3 Pn 53.1 45 Pt 57.9 - - - -------------------------------------Beard---------------------------------- 40 q= 0.0 K= 0.00 1.4 Pt 58.4 Pt 58.4 42 0= 14.3 F=T 10.0 C= 150 Pe 0.0.Pv -0.0 VF/s= 1.5 D= 2.003 11.4 0.0020 Pf 0.0 Pn 58.4 39 Pt 58.4 ------------------------------------Beard---------------------------------- - eard:Provencher & Associates, Inc --i14-2831100 Date: 10-11-06r Sheet,.-.-101. HOMEWOOD SUITES - HYDR AREA 7 PIPE FLOW K-FACTOR . LENGTH FRICTION PRESSURE . 7' NO. NODE GPM FITTING TYPE FTG LOSS PSI.. No. DIAMETER TOTAL PSI/FT . . NOTES. -----------------------------------------Beard---------------------VERSION 3.0-- -41 q= 0.0 K= 0.00 206.5 -- Pt 57.9 Pt 57.9 43 Q= 14.3 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 241.5 0.0020 Pf 0.5 Pn 57.9 40 Pt 58.4 -----------------------------------------Beard------------------------------------ ..!43 q= 0.0 K= 0.00 214.7 .i. Pt 57.6.Pt 57.6 44. Q= 11.2 F=TT 20..0 C= 150 Pe 'O.OPv -0.0 . ..,Vf/s= 1.1 D= 2.003 . 234.7 0.0013 .Pf 0.3 Pn 576 41 . . . Pt 579 ---- - ------------------- Beard ----------------------------------- q= 0.0 K= 0.00 1.4 Pt 57.6 Pt 57.6 45.T1 Q= 19.8 F=T . 10.0 C= 150 Pe 0.0 Pv. -0.0 (Jf/s= 2.0 D= 2.003 : 11.4 0.0037 Pf 0.0 Pn 57.5 -- ------. .-'. --- q= 0.0 K= 0.00 316.3 ... - Pt 57.6 Pt 57.6 46_4 Q= 8.6 F=3T35R 65.0 C= 150-'.Pe 00 Pv -0.0 - Jf/s= 0.9 D= 2.003 381.3 '00008 Pf ':0.3:Pn= 57.6 .:44q= 0.0 K= 0.00 : 2.O--- ------------------------------------------------------------------- -Pt 57.9 Pt 57.9 .474k: -0= 3.1 F=T : - 10.0 C= 150 Pe 0.0Pv -0.0 -. • . V.f/s= 0.3 D= 2.003 12.•0 0.0001 Pf 0.0 Pn 57.9 1 ... ,j :_)•,J Pt 57.9 -' - ------------------------------------- Beard ----------------------------------- .4 q= 0.0 K= 0.00 1.4 . Pt 57.9 Pt.. 57.9 48 4: 0= 5.5 F=T . 10.0 C= 150 Pe 00 Pv -0.0 . .. - 1Jf/s= 0.6 ]J= 2.003 11.4 0.0003 Pf 0.0 Pn 57.9 ,45 - Pt 57.9 -----------------------------------------Beard q= 0.0 K= 0.00. . 11.2 1 -... Pt 58.4 Pt 58.4 494 Q= 31.6 F=ET 21.0 C= 150 Pe 4.2 Pv -0.1 3Jf/s= 3.2 D= 2.003 32.2 '0.0087 Pf '0.3 Pn 58.3 46 . . . Pt 62.9 -----------------------------------------Beard--------------------------------- 42 q= 0.0 K= 0.00 11.2 Pt 57.6 Pt 57.6 50 1 Q= 29.7 F=TT 20.0 C= 150 Pe 4.5 Pv -0.1 Vf/s= 3.0 D= 2.003 31.2 0.0077 -Pf '0.2 Pn 57.5 - 10 . . Pt 62.4 -----------------------------------------Beard 45 q= 0.0 K=.-O .00 - . 11.2 Pt 57.9 Pt 57.9 51 --' Q= 38.3 F=ET . 21.0 C=150Pe 4;2 Pv -0.1 Vf/s= 3.9 D= 2.003 32.2 0.0123 Pf 0.4 Pn 57.8 :. 156 . Pt 62.5 ----------------------------------------Beard 46 q= 0.0 K= 0.00 156.2 Pt 62.9 Pt 62.9 52 Q= 31.6 F=15R 15.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.2 D= 2.003 171.2 0.0087 Pf 1.5 Pn 62.8 167 Pt 64.4 ------------------Beard --B4eardProvencher &Associates, Inc-.;-,:,_714-.283. 1100 Date:10-11-06.. Sheet .r102 HOMEWOOD SUITES - HYDR AREA 7 PIPE FLOW K-FACTOR .. LENGTH -FRICTION PRESSURE NO.. NODE I GPM .FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT : NOTES --------- Beard -------- ------------- VERSION3.-0-- 167q= ------------------------------- 0.0 K= .0.00. 5.6 Pt 64.4 Pt 64.4 54 Q= 31.6 F=2R . 2.0 C=.150. Pe . 0.0.Pv -0.1 Vf/s= 3.2 D= 2.003 7.6 0.0087 Pf 0.1 Pn 64.3 53 .: Pt 64.4 - -- - - -- -- ---------------------- Beard ------------------------------ -------- -- - - -- - - 53 q= 0.0 K=. .0.00 7.5 Pt 64.4 Pt 64.4 61 Q= 31.6 F3R. : 3.0 C= 150. Pe . 0.0 Pv -0.1 Vf/s= 3.2 D=2.003 10.5 0.0087 Pf 0.1 Pn 64.4 .. 57 . - . . Pt 64.5 . ------------------------------------Beard------------------------------------- 57 q= 0.0 K= 0.00 8.5 . Pt 64.5 Pt 64.5 65. Q= 31.6 F=R . -. .. 1.0 .C=150 . Pe 0.0 Pv -0.1 Vf/s= 3.2 D=.2.003 9.5 0.0087 .Pf 0.1Pn 64.5 .4 Pt 64.6 . . .. .--. ........ -------------------. -------------------Beard---------------------------------- 61 q= 0.0 K= 0.00 ., . 4.6- Pt 64.6 -Pt 64.6 69 Q= 31.6 F=T - . 10.0 ,C=.150 .Pe 0.0 Pv -0.1 - Vf/s= . 3.2 D=:2.003.... 14.6 0.0087 Pf 0.1 Pn 64.5 - 62 . Pt 64.7 ------- -----------------------.-------------- Beard ------------------------ --------- e - . 65 q 0.0 - K=O.0O.- 3.5-'- Pt 64.2 Pt 64.2 70 Q= 68 0 F=TR ii o:c= 150 Pe 0.0 Pv -0 3 Vf/s= .6.9D=2.003- .. 14.50.0358 Pf 0.5 Pn 63.9 . 62 . .. -Pt 64.7 Beard--------------------- --_--__--.--_ - 69 q= 0.0 K=0.00 . . 6.3 - . Pt 63.9 Pt .63.9 73 Q= 68.0 F=RR 2.0 -'C= 150 Pe 0.0Pv -0.3 . . Vf/s= 6.9 D= 2.003 8.3 FO.0358 Pf 0.3 Pn .63.6 ---- 65 Pt 64.2 --------------------- ---------------------i- Beard ------- - ---------------- --- --- -- 70 q= 0.0 K= 0.00 14.5 ' Pt 62.9 Pt 62.9 77 Q= 68.0 F=T3R - 13.0 C= 150 Pe 0.0 Pv -0.3 Vf/s= 6.9 D= 2.003 27.5 0.0358 Pf 1.0 Pn 62.6 69 . Pt 63.9 ----------------------------------- -- Beard------- ------ -------- ------------- 75 q= 0.0 K=-0.00 . 31.6 Pt 62.8Pt 62.8 -.•--.- - 78 Q= 18.6 F=5R ....... 5.0 .C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.9D=.2.003 36.6 .0.0032 Pf 0.1 Pn 62.8 70 -. - -Pt -62.9- . -Beard -------- --------------z:z ---- --------------- 76 q= --- 0.0 --------- -- ------------- K= 0.00 135.3 -- Pt .62.5 Pt 62.5 83 Q= 18.6 F=2E2T15R 57.0 C= 150 Pe -0.3 Pv -0.0 Vf/s=. 1.9 D= 2.003 192.3 0.0032 Pf 0.6 Pn 62.5 75 . Pt 62.8 --------------------------------------Beard---------------------------------- 83 q= 0.0 K= 0.00 0.9 Pt 62.5 Pt 62.5 84 Q= 18.6 F=R . 1.0 C=150 Pe 0.0 Pv -0.0 Vf/s= 1.9 D= 2.003 1.9 0.0033 Pf 0.0 Pn 62.5 76 . Pt 62.5 Beard eafd'Provencher.kAssociates1Inc.:714283-11O0 :-Date::10-.11-O6 Sheet 103 HOMEWOOD SUITES - HYDR AREA 7 PIPE. FLOW K-FACTOR LENGTH FRICTION .PRESSURE NO.. ;!NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL --'l 2 NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 77 q= 0.0 K= 0.00 9.0:. Pt. 62.8 Pt 62.8 85 4 Q= 2.1 'F=R .i.o C=-150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 1.101 10.0 0.0011 Pf 0.0 Pn 62.8 q= 0.0 K= 0.00 7.5 Pt 62.8 Pt 62.8 8G Q= 2.1 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 1.101 8.5 0.0011 Pf 0.0 Pn 62.8 - - -- .- 79 q= 0.0 K= 0.00 3.3 Pt 62.8 Pt £2.8 87 Q= 2.1 F=T 5.0 C= 150 Pe -0.3 Pv -0.0 .Vf/s= • 0.7 D=-1.101 8.3 0.0011 Pf 0.0 Pn 62.8 80 q= 0.0 K. 0.00 10 r - Pt,'. -62 5 Pt 62 5 88 Q= 2.1 F=R 1.0-C= 150 Pe 03 Pv -0.0 0.7.D= 1.101 .11.70.0011 Pf 0.0 Pn 62.5 - .81 q= 0.6K=.0.00 -6.8 1- .:.. Pt 62.9 Pt 62.9 :.. 89.1 Q= 2.1 F=R 1.0LC 150.Pe 0.0 Pv -0.0 1; Vf/s= 0.7 D= 1.101 7.8 0.0011 Pf 0.0 Pn 62.9 . ------ 182 q= 0.0 K= 0.00 4.57 Pt _-62.9 Pt 62.9 90 Q= 2.1 F=T 7 5 0 C= 150 Pe -0 3 Pv -0 0 4. Vf/s= 0.7 D= 1.101 9.5-0:0011 Pf 0.0 Pn 62.9 ;2 f 71 83_ Pt 62.5 -----------------------------------------Beard------------------------------- 86 q= 0.0 K= 0.00 5.8 Pt 62.5 Pt 62.5 . . -. 912 Q= 16.5 F=R .1.0 C=-150 Pe 0.0 Pv -0.0 Vf/s 1.7 D= 2.003 6.8 0.0026 Pf 0.0 Pn 62.5 .. 83 Pt 625 --------------------------------------Beard----------------------------------- T89 q= 0.0 K= 0.00 10.8 Pt 62.5 Pt 62.5 -- 944 Q= 16.5 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 :.Vf/s= 1.7 D= 2.003 11.8 0.0026 Pf 0..0 Pn 62.5 86 Pt 62.5 ----------------- -.Beard ---------------------------------- --t01 q= 0.0 K= 0.00 9.0 Pt 62.5 Pt 62.5 971 Q= 16.5 F=R - • 1.0 C= 150 Pe 0.0 Pv -0.0 1.7 13= 2.003 10.0 0.0026 Pf 0.0 Pn .62.4 . •••- 89 Pt 62.5 - -- - - - - - - -- -- - - - - - - - - - - - - - - - - - - - Beard --_.-" QQ q= 0.0 K= 0.00 5.9- -. • Pt -62.5 Pt 62.5- 108 Q= 2.1 F=T 5.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.7 D= 1.101 10.9 0.0011 Pf 0.0 Pn 62.5 77 • Pt 62.8 ----------------------------------------Beard---------------------------------- 101 q= 0.0 K= 0.00 23.6 Pt 62.5 Pt 62.5 • 109 Q= 2.1 F=2ET 32.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 55.6 0.0001 Pf 0.0 Pm 62.5 100 Pt 62.5 -----------------------------------Beard---------------------------------- * eardLProvencher & Associates,. Inc-714-283-1100 Date: 10-11-06 Sheet-'.-:104 :HOMEWOOD SUITES -HYDR AREA 7 PIPE FLOW K-FACTOR LENGTHFRICTION- PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES -----------------------------------Beard---------------------VERSION 3.0-- 103 q= 0.0 K= 0.00 4.7 Pt 62.5 Pt 62.5 110 Q=. 18.6 F=R . 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.9 D= 2.003 5.7 0.0032 Pf 0.0 Pn 62.4 101 . Pt 62.5 -----------------------------------Beard---------------------------------- 106 q 0.0 K= 0.00 5.7 ., . Pt 62.4 Pt 62.4 .. - 112 Q= 18.6 F=R . .. 1.0 .C=150 Pe 0.0 Pv -0.0 Vf/s= 1.9 D= 2.003 6.7 0.0032 Pf 0.0 Pn 62.4 103 . Pt 62.5 ------------------------------------Beard--------- 129 q= 0.0 K= 0.00 . 4.3 . Pt '62.4- Pt 62.4 115 Q= 18.6 F=R .. 1.0 7C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.9 D= 2.003 '. 5.3 00032 Pf 0.0 Pn 62.4 -106 . .:. Pt 62.4 .- -----------------------------------Beard----------------------------------- 130 q= .0.0 K= 0.00 7.5 Pt 62.4 Pt 62.4 138 Q= 18.6 F=T ' H 10.0 .= 150 Pe 0.0 Pv -0.0 Vf/s= 1.9 D= 2.003 . . 17.5 0.0032 Pf 0.1 Pn 62.3 129 H - Pt '62.4 . --------------------------------------Beard----------------------------------- 130 q= 0.0 K= 0.00 . 51.8 -. . Pt 62.4 Pt.. 62.4 139 Q= 11.2 F=TTEE1OR 52.0 C= 150 Pe .-.0.3 Pv -0.0 .0 c Vf/s= 1.1 D= 2.003 103.8 0.0013 Pf 0.1 Pn 6.3 - 148 . ,... . . Pt 62.1 I -----------------------------------Beard----------------------------------------- 148 q= 0.0 K= 0.00 19.1 - Pt - 62.1 Pt 62.1 157 .Q= 11.2 F=3R 3.0 C= 150 Fe.- 0.7 Pv -0.0 . Vf/s= 1.1 D= 2.003 22.1'0.0013 Pf 0.0 Pn 62.1 --------------- 149 q= 0.0 K= 0.00 16.0 Pt 62.9 Pt 62.9 158 Q= 11.2 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.1 D= 2.003 . . 18.0 0.0013 Pf 0.0 Pn 62.9 --------------- 150 q= 0.0 K= 0.00 16.0 Pt 62.9 Pt 62.9 159 Q= 11.2 F=RR 2.0 :C= 150 Pe 0.3 Pv -0.0 - Vf/s= 1.1 D= 2.003 - 18.0 0.0013 Pf 0.0 Pn 62.9 151 q= 0.0 K= 0.00 16.0 Pt 63.2 Pt . 63.2 160 0= 11.2 F=RR . 2.0 C= 150 Pe -0.3 Pv -0.0 • . Vf/s= 1.1 D= 2.003 18.0 ---0.0013-Pf 0.0 Pn. 63.2- .. •.--. --------------- 152 q= 0.0 K= 0.00 16.0 Pt 62.9 Pt 62.9 161 Q= 11.2 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.1 D= 2.003 18.0 0.0013 Pf 0.0 Pn 62.9 153 q= 0.0 K= 0.00 16.0 Pt 63.0 Pt 63.0 162 0= 11.2 F=RR • 2.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 1.1 D= 2.003 18.0 0.0013 Pf 0.0 Pn 62.9 1 i L eardProvencher &AsociatesInO714-283-110O Date: 10-11-06 Sheet 105 I HOMEWOOD SUITES - HYDR AREA 7 PIPE 3 FLOW K-FACTOR LENGTH FRICTION PRESSURE. NO. NODE GPM FITTING TYPE. FTG LOSS PSI N. DIAMETER TOTAL PSI/FT . NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 154 q= 0.0 K= 0.00 14.7 . Pt 63.3 Pt 63.3 163. Q= 11.2 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 .. •- . Vf/s= 1.1 D= 2.003 16.7 0.0013 Pt 0.0 Pn 63.3 15 q= . 0.0 K= 0.00 125.5 - - Pt 63.3 Pt 63.3 164 ..,Q= 11.2 F=ET16R . 37.0 C= 150 Pe -1.0 Pv -0.0 -Vf/s= 1.1 D= 2.003 162.5 0.0013 Pt 0.2 Pn 63.3 15 q= 0.0 K= 0.00 2.0 .' Pt 62.5 Pt 62.5 . . 165 49.5 F=TT 20.0 C= 150 Pe 0.0 Pv -0.2 . .....- . Vf/s= 5.0 D= 2.003 22.0 .0.0198 Pt 0.4 Pn . 62.3 7 .: Pt 62.9 ----------------------------------------Beard----------------------------------- 6 q= 0.0 K= 0.00 22.0 Pt 64.7 Pt 64.7 166 Q= 99.7 F= - 0.0 C; 150 Pe 0.0 Pv -0.1 Vf/s= 4.7 D= 2.952 22.0 0.0110 Pf 0 .2 Pn 64.6 - --157 q= 0.0 K= 0.00. . 13.2 L-. Pt. 65.0 Pt: 65.0 167 . - Q= 99.7 F=LLL 21.8 C= 120 Pe 3.7Pv 70.1 -.: ... -.V/s=..3.-7D= 3.314"• 35.0-0.0095 Pt -0.3 Pn 64.9----•-i- -------- 158 q= 0.0 K= boo 600 Pt 69 0 Pt69 0 - ...5.. 168 i Q= 99.7 F=6LGT - . .155.8 C 150 Pe 0.4 Pv -0.0 - Vf/s= 1.0 D=6.280 215.8 '0.0003 Pf 0.1 Pn 69.0 . -i . . --------.- . . . -. -----. ---------------- 159 q= 100.0 ADD HYD FLOW 256.0 - Pt 69.5 Pt 69.5 169 -: Q= 113.4. F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 7.970 329.9 0.0001 Pt 0.0 Pn 69.5 -------------------------------------------- 14q= 0.0 K= 0.00 82.0 - Pt 69.6 Pt 69.6 170 - Q= 105.5 F=GGT 61.1 C= 150 Pe 0.0 Pv -0.0 • V/s= 0.7 D= 7.970 143.1 0.0001 Pt 0.0 Pn 69.6 16 q= 0.0 K= 0.00 250.0 Pt 69.6 Pt 69.6 171 Q= 105.5 F=GT 80.2 C= 150 Pe -0.0 Pv -0.0 Vf/s= 0.5 D=9.780 330.2 0.0000 Pt 0.0 Pn 69.6 165 <<<<<<<< Supply point >>>>>>>> Pt 69.6 FIXE1.DEVICE: Double Detector Check Valve'- TOTAT REQUIRED INCLUDING FIXED PRESSURE LOSS Pt Pt' 6.0 75.6 . ---------------- NOTE: Fixed pressure added.'- -- ------ - ---------------------------------- Beard ---------------------------------- 160 q= . 0.0 K= 0.00 580.0 Pt 69.6 Pt 69.6 172 Q= 7.9 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 7.970 628.3 0.0000 Pt 0.0 Pn 69.6 162 . . Pt 69.6 ----------------------------------------Beard---------------------------------- 159 g= 100.0 ADD HYD FLOW 480.0 Pt 69.5 Pt 69.5 173 Q= 86.3.F=LGT . 73.9 C= 150 Pe 0.0 Pv '-0.0 Vf/s= 0.6 D= 7.970 553.9 0.0001 Pt 0.0 Pn 69.5 eardProvencher & Associates, Inc.-714 .,Sheet 106 - HOMEWOOD SUITES - HYDR AREA 7 PIPE FLOW K-FACTOR LENGTH' FRICTION-- PRESSURE:. NO. NODE GPM FITTING TYPE FTG- LOSS PSI - NO. .DIAMETER TOTAL PSI/FT NOTES -----------------------------------Beard---------------------VERSION 3.0-- 162 q= 0.0 K= 0.00 132.0 Pt 69.6 Pt 69.6 174 0= 94.2 F=G 5.7 C= 150- Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 7.970 137.7 0.0001 Pf 0.0 Pn 69.6 163 q= 0.0 K= 0.00 --- 85.0 - Pt 69.6 Pt 69.6 - 175 Q= 94.2 F=LGT 103.5 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.4.1)= 9.780 188.5 0.0000 Pf 0.0 Pn 69.6 V.. 164 q= '.0.0 K= 0.00 630.0 Pt 69.6 Pt 69.6 .176-. 0=- 94.2 F=TG V . 82.6 C= 150 Pe 0.0 Pv -0.0 -Vf/s= 0.3 D=11.630 712.6 0.0000 Pf 0.0 Pn 165 - <<<E<<<< Supply point >>>>>>>> - -Pt 69.6 - FIXED DEVICE: DoUble Detector Check Valve -- Pf 6.0 V V NOTE: .Fixed TOTAL- REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 75.6 pressureadded. ----------Beard-------------------------- -------- V r - .. •- .. -- -- - r - - .- . - V ,.. _•,_;.- BeardProvencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 107 * HYDRAULIC DESIGN INFORMATION SHEET * Name _' HOMEWOOD SUITES (HYDR AREA 7A) - Date 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No.___________ Building Drawing No.FP5 Contractor APEX FIRE PROTECTION, INC. (818) 266-9151 Contract No. D3356 Construction: COMBUSTIBLE * NON-COMBUSTIBLE Ceiling Ht.29.0 ft Occupancy GUEST ROOM (ACCESSIBLE QUEEN) PROOF CALC S : NFPA 13: Lt.Haz. ** Ord.Haz.- Gr._1_23 Ex.Haz._1_2 Y : NFPA: 13D 13R 23-1 _231C Figure Curve_______ S :. Other (Specific ruling) T : Authority having Jurisdiction CARLSBAD FIRE DEPT E : ---- M : Ara of Sprinkler operation .4 HDS : -' . SYSTEM TYPE ** Deiisity .10 : _Wet _Dry _Deluge _Pre-Action D : Area per sprinkler . .256 : - - - - - - - ----------------- ----- - E : Hose allowance GPM: inside : ** SPRINKLER or NOZZLE ** - H6se allowance GPM: outside 100 fMake __TYCO Model- _- LFII.RES I :Rak sprinklers allowance :::--.: Orifice..Size.7/16"" K-Factor 4.9 0 : . . -- : Temperature rating 255 -deg. N : = = = = = = = = = = = = = = = = == = = = = = = -- = = = = = = = = = = = = = = ------ CALCULATION GPM required 104.3 PSI required 64.2 at base of A.S.Riser .:S!UNMRY : GPM required 204.3 PSI required 70.8 at point of supply. :4 C-Faátor used: Overhead - 120 underground 150 W: = = ------ A : *** WATER FLOW-TEST : ** PUMP * TANK * WELL ** E': Tet Date APR 2005 : Pump Capacity N.A. Static PSI 100 : Pump Pressure Residual PSI 95 : Pump Elevation S : GPM Flowing 680 : Tank Capacity N.A. U : E1vation Grade Tank Elevation P : Well Proof Flow N.A. P :--- L : Location Point of Connection Y Source of information WESTCOAST FIRE PROTECTION C : Cdmodity O : Loation - : Class___________ M : Strage Height : Aisle width : Area___________ M : Storage Method: Solid piled % Palletized % Rack__________ 0 Plütics D :---4 T : : Single row _Conventional pallet _Automatic storage _Encapsulated Y : : _Double row __Slave pallet Solid shelving Non- :R.: _Multiple row _Open Encapsulated S :A T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal . Transverse ft. in. A : 0 : : Horiz. barriers provided t . . . . Beard Provencher & Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 108 HOMEWOOD SUITES .(HYDR AREA 7).;. - '.- 100- A: 95 . C 85 .0 80— p 75.0 r 70- 65.0 60— .8 U ..i 55 C r 50- 45,C 40— I 30- 25.( - 20- 15.0 10- 5.0 D __:_;- - ........................... -Bjff At ..11... : 100 200 300 400 . 500 600 700 900 . 1000 - Water Flow GPM LETTER :- DESCRIPTION .1 A = Static Pressure of 100.0,p.s.i. - . .. B = Residual Pressureof 95..0...p.s.i.at C = 90.0 percent Static 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure F = Base of Riser Demand G = Point of Conn Demand The City Supply provides which leaves a buffer of 12.6 p.s.i. Elev of 29.0 ft. 64.2 p.s.i. at 104.3 G.P.M. 70.8 p.s.i. at 204.3 G.P.M. 99.5 p.s.i. at 204.3 G.P.M. 28.7 'p.s.i. at system demand. ., eardProvencher & Associates, Inc. 714-283-1100 Date:...10-.11-06 .Sheet 109. : Spink1er System Analysis HOMEWOOD SUITES - HYDR AREA 7A (PROOF CALC) TOTAL'LOW AVAILABLE: Static Pressure 100.0 PSI -:--- BUFFER ALL0WED:10 Residual -Pressure .95.0 PSI - -- at Discharge . of 680 GPM NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM ---------- - 3.0-- :. 29----5 - ..-----VERSION 488 _ 2 28.9 48.5- 73 . 48.5 wA 29.5 •- . 48.2 28.9. 48.4: 28.9. 48.4 29.5 48.2, . 8 ;---: 29.5 48.1- - - 47.3 10 28.9 - 4.20. 20.6 . 19.1 .' 27.7- .. 4.55 27.6 23.9 -. 277 :- . 31.5• . 28.5 5.60 29.1 30.2 -. . -1 . - 28.2 . 3l.3 -. = . . 28.2 33.0. -16. 28.5 5.60. 30.8-1 -1 . -31.1 - 27.7 . 34.0; . -. 285 - 365 l 29.5 . 44.8-. 27.7 46.4- 28.5 . 46.0. 22 28.2 46.2 23 .- 27.7.: 46.4 - 24 28.2 46;2- - 27.7 46.4 -- 29.5-- 45 .6 29.5 . . 45.6 28.9 - 47.1 2 27.7 . 47.6 28.5 47.3 3] 27.7 47.6 . . 32 28.2 47.4 33 . 27.7 47.6 28.5 47.3 35 28.2 - 47•4 . 36 27.7 . 47.6 .-.-_" ...• 37 29.5 46.9 . 38 29.5 48.1 39 19.3 534 40 19.3 . 53.3 41 19.3 . 52.8 .. 42 19.3 52.4 43 19.3 52.5 44 19.3 52.8 45 19.3 52.8 . 46 9.6 57.9 ( p v eardProvencher & Associates, Tnc.--714-283-1100 Date:.10-11-06 Sheet:-.110. HOMEWOOD SUITES - HYDR AREA 7A (PROOF CALC) NODE ELEVATION SPRK PRESSURE DISCHPRGE. .. NO. FEET COEF PSI GPM 47 8.6 60.0 48 8.6 -. 60.0 49 8.6 60.0 50 8.6 60.0 51 9.1 59.8 52 9.6 - 59.6 53 9.6 - 59.6 54 8.0 60.4 55 9.1 59•9 56 9.6 59.7. 57 9.6 59.7: -: 58 9.1 60.0 59 9.1 60.0, -60 . 9.6 59. 61 9.6 . 59.8 62 9.6 ... 59.9. .63 9.1 59.5. 64 9.6 59.3- 65 9.6 . 59.3 66 9.1 59.2- 67 9.1 59.2 2L2 68 9.6 59.0: - 69 9.6 59.0- -70 9.6 57.9 71 8.6 - 58.2. .-. 72 8.0 .- . . 58.5 73 9.1 . . 58.0 74 9.6 57.8 75 9.6 57.8: - 76 8.8 57.5 77 8.0 •. 57:7. 78 8.0 57:8 79 8.0 . 57.8 80 8.8 57.4 81 8.0 57.8 82 8.0 57.8 83 . 8.8 57.5 84 8.0 57.8 85 8.0 57.8 86 . .8.8 .- 57.4 87 8.0 88 8.0 . . 57.8 89 8.8 57.4 90 8.0 . 57.7 91 8.0 57.7 92 . 8.8 57.4 93 8.0 577 .94 8.8 574 95 7.5 58.0 96 8.8 57.4 97 8.0 57.7 98 7.5 58.0 I . , heard Provencher & Associates, Inc-714-283-1100 Date 10-11-06- - Sheet- 111 HOMEWOOD SUITES - HYDR AREA 7A (PROOF CALC) NODE ELEVATION SPRK PRESSURE DISCHARGE O. . FEET COEF PSI GPM -99 8.8 57.4 i00 8.8 . -574 ibi 8.8 . .57.4 .102 8.0 57.7 193 8.8 57.4 104 . . 57,9 105 . 7.5 57.9 1b6 8.8 57.3 J7 . 10.6 56.5 -. 1J8 10.6 .56.5 -• 1b9 202 524 20.2- 52.4 111 29.2 . ... .52.4 . ., .. 202 p524 - 141 19.8 52.6 114 12.0- .-55.9 1.5 120 559 21.6 .. 51.8 117 21.6 . 51.8 -. 21.6 . . 51.8 . - - . 51.8 19.8 . -52.6 .. . - 10.6 -. - L56.5 - 122 . 10.6 56.5 13 20.2. : 52.4 . . 14 .. 20.2 . . 52.4 -. . -125 20.2 52.4 . . . . -. -126 20.2 52.4 : Il 19.8 . 52.6 18 19.8 52.6 fig 88 . . 57.3 . 1-0 8.8 . . 573 . ni 7.5 - 58.0 . . . 12 7.5 . 58.0 133 7.5 58.0 134 8.8 57.4 155 7.5 58.0 -: 136 7.5 58.0 17 . . 8.8 . . :574 . .. 18 8.5 .-- 57.5 .•.- -139 7.5 50 10 8.5 -: . .575 141 8.8 . 57•4 . 142 7.5 . 58.0 143 8.5 . 57.5 144 .7.5 . 58.0 145 8.5 .. . 57.5 . 146 8.8 57.4 147 8.8 57.4 148 .9.6 57.1 149 8.0 57.8 150 8.0 57.8 I. eardProvencher &Associates, Inc. 14-283-i100; Date: 10-11-O6 Sheet112. • HOMEWOOID SUITES - HYDR AREA 7A (PROOFCALC) NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI -GPM 151 7.3 ------------------------------------------------------------------------------- 58.1 152 8.0 .. 57.9 153 8.0 57.9 15 7.3 58.2 155 7.3 • 58.2 156 ..... . 96 •.. - 57.5 P151 9.6 60.2 158 10 64.2 159:. 0.0 64.7 100.0 Hydrant Flow I 160 •.- 0.0 64.8 - 16: ._ o:o -• -64.8 :. 162 0.0 64.8 163 - 0.0.. . 64.8 . i6 0.0 I64.8 165 . •.. . 0..6 70.8 • - • Supply Point 166 8.0 60.2 ;- 167 - 59 . 5 - :1 EeardPróvencher & Associates, Inc. 714283-110O:Date:.1O11-06 Sheet,-113-v,:. 4 HOMEWOOD SUITES - HYDR AREA 7A (PROOFCALC) .. .-. PIPE I FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO.j DIAMETER TOTAL PSI/FT NOTES ----------------------------------------- Beard --------------------- VERSION 3.0-- 4 q= 0.0 K= 0.00. 181.5 .' Pt 48.2 Pt 48.2 1 Q= 18.1 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.8 D= 2.003 211.5 0.0031 Pf 0.7 Pn 48.2 1 Pt 48.8 ----------------------------------------Beard----------------------------------- 7 q= 0.0 K= 0.00 9.8 Pt 48.2 Pt 48.2 4 Q= 18.1 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/= 1.8 D= 2.003 11.8 0.0031 Pf 0.0 Pn 48.1 4 . - Pt 48.2 -------------------------------------------Beard-------------------------------- 8'Cl= 0.0 K= 0.00 15.2 Pt 48.1 Pt 48.1 7 . Q= 18.1 F=T3R . 13.0 C=150 Pe 0.0 Pv -0.0 vf/= 1.8 D= 2.003 28.2 0:0031 Pf 0.1 Pn 48.0 Pt 48.2 -------------------------------------------Beard--------------------------------- 9 = 0.0 K= 0.00 214.7 Pt . 47.3 Pt 47.3 8 . -c= 17.6 F=2T20R 40.0 C= 150 Pe 0.0 Pv -0.0 Vf/ 1.8 D= 2.003 254.7 0.0029 Pf 0.7 Pn 47.3 • . . . Pt 48.1 -----------------Beard---------------------------------- 199= 0.0 K= 0.00 51.8 Pt 44.8 Pt 44.8 9 Q= 69.5 F=T5R . 15 .C= 150 Pe 0.0 Pv -0.3 Vf/= 7.1 D= 2.003- . 66.8 0.0372 Pf 2.5 Pn 44.5 Pt 47.3 -------------------------------------------Beard---------------------------------- 10 q= 19.1 K= 4.20 . 11.2 Pt 20.6 Pt 20.6 10 Q= 19.1 F=3ER 22.0 C= 150 Pe . 0.5 Pv -0.7 VE/= 10.2 D= 0.874 33.2 .0.1929 Pf . 6.4 Pn 19.9 11 q= 23.9 K= 4.55 . 5.5 Pt 27.6 Pt --------------- 27.6 11 Q= 43.0 F=R 1.0 C= 150 Pe -0.2 Pv -3.6 Vf/= 23.0 D= 0.874 6.5 0.8680 Pf 5.6 Pn 24.0 15 .Pt 33.0 ----------------------------------------Beard---------------------------------- - 13 q= 30.2 K= 5.60 .1.8 Pt 29.1 Pt 29.1 13 Q= 30.2 F=ET . 12.0 C= 150 Pe 0.1 Pv -0.7 Vf/s= 10.1 D= 1.104 13.8 0.1451 Pf 2.0 Pn 28.4 .14 cj= 0.0 K= 0.00. .6.7 Pt 31.3 Pt 31.3 14 . ç= 30.2 F=T 5.0 C= 150 Pe 0.0 Pv -0.7 Vf/s 10.2 D=' 1.101 11.7 0.1466 Pf 1.7 Pn 30.6 --------------- • 15 q= 0.0 K= 0.00 9.2 Pt 33.0 Pt 33.0 15 . Q= 73.2 F=T 6.0 C= 150 Pe -0.1 Pv -1.6 • Vf/s= 15.4 D= 1.394 15.2 0.2392 Pf 3.6 Pn 31.4 • 18 Pt 36.5 ----------------------------------------Beard----------------------------------- eard Provencher.& Associates, Inc -714-283-11O0 Date -10-11-06 Sheet',-114 4 HOMEWOOD SUITES - HYDR ARFJ 7A (PROOF CALC) -: PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES -----------------------------------Beard----------------------VERSION 3.0--- 16 q= 31.1 K= 5.60 3.7 ,Pt 30.8 Pt 30.8 16 Q= 31.1 F=2ER 15.0 C= 150. Pe 0.3 Pv -0.7 -•- Vf/s= 10.5 D= 1.101 18.7 0.1544 Pf 2.9 Pn 30.0 - --------------- 17 q= 0.0 K= 0.00 19.6 Pt 34.0 Pt 34.0 - 17 Q= 31.1 F=4ET 38.0 C= 150 Pe -0.3 Pv -0.3 .Vf/s= 6.5 ]D= 1.394 57.6 0.0490 Pf - 2.8 Pn 33.7 18q= 0.0 K= 000 90 Pt 365Pt 365 18 Q= 104.3 F=2ET2R 28.0 C= 150 Pe -0.4 Pv -1.9 - Vf/s= 16.7 D= 1.598 37.0 0.2373 Pt 8.8 Pn 34.6 19 q= 0.0 K= 0.00 65.0 " Pt 44 8 Pt 44 8 P 19 Q= 34.8 F=8R 8.0 C= 150 Pe 0.0 Pv -0.1 Vf/s=. 3.5 D=-2.003 73.0 0.0103 Pf 0.8 Pn -44.8- - ----'- - 27 Pt 456 -------------- --- Beard- ----------------------- ---------- 27 q= 0.0 K: 0.00 100.4 Pt 45.6 Pt 45.6 27 Q= 34.8 F=E11R 22.0 C=].50 Pe 0.0 Pv -0.1 Vf/s= 3.5 D= 2 003 122.4 -0 0103 Pt 1 3 Pn 45 5 -- -- 37 - - Pt 46.9 - ------------------------------ _--------- _Béard!--------------------------- 37 q= 0.0 K= .0.00 '96.3 ." Pt '46.9 Pt 46.9 37 0= 34:8 F=T11R 21.0 C= 150 Pe 0.0 Pv ..... -0.1 . Vf/s= 3.5 D= 2.003 117.3 0.0103 Pt 1.2 Pn 46.8 - 38q= 0.0 K= 000 20 - -Pt -48 .1 Pt 481 -- 38 . 0= 0.5 F=T 10.0 C=150Pè 0.0 Pv -0.0 Vf/s= 0.0 D=.2.003 12.0 0.0000 Pf 0.0 Pn 48.1---"-"- 8 Pt 48.1 -----------------------------------Beard ---------------------------------- --- 1q= 0.0 K=. 0.00 11.6 - Pt 48.8 Pt 48.8 39 Q= 18.1 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 Vf/s= 1.8 D= 2.003 32.6 0.0031 Pt 0.1 Pn 48.8 39 . Pt 53.4 - -----------------------------------Beard---------------------------------- 9 q= 0.0 K= 0.00 11.6 Pt 47.3 Pt 47.3 40 Q= 51.8 F=ET 21.0 C= 150 Pe 4.4 Pv -0.2 Vf/s= 5.3 D= 2.003 32.6 0.0216 -Pf --0.7 -Pn 47.1 42 -. . . Pt '52.4 -----------------------------------Beard--------------------------- 38 q= 0.0 K= .0.00 11.6 Pt 48.1 Pt 48.1 41 Q= 34.3 F=ET 21.0 C= 150 Pe 4.4 Pv -0.1 Vf/s= 3.5 D= 2.003 . 32.6 .0.0101 Pt 0.3 Pn 48.0 45 . Pt 52.8 -----------------------------------Beard 40 q= 0.0 K= 0.00 1.4 Pt 53.3 Pt 53.3 42 Q= 15.0 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 11.4 0.0022 Pt 0.0 Pn 53.3 39 . Pt 534 -----------------------------------Beard a éadtProvencher&AssocJ.ates, Inc.•714-283-1100 Date:.10-.11-06 Sheet'.115 .HOMEWOOD SUITES - HYDR AREA 7A (PROOF-CALC). "t •" PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS . .PSI NO. DIAMETER TOTAL PSI/FT . .. NOTES ----------------------------------------Beard---------------------VERSION-3.0 -- 41 q= 0.0 K= 0.00 206.5 • Pt 52.8 Pt 52.8 43 Q= 15.0 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 241.5 0.0022 Pf 0.5 Pn 52.8 - : 40 Pt 53.3 ----------------------------------------- Beard ---------------------------------- :. 43 q= 0.0 K= 0.00 214.7 . Pt 52.5 Pt 52.5 Q= 11.7 F=TT 20.0 - C= 150 Pe 0.0 Pv -0.0 j Vf/s= 1.2 D= 2.003 234.7 0.0014 Pf 0.3 Pn 52.5 41. . • Pt.52.8 ----------------------------------------Beard---------------------------------- :1 42 q= 0.0 K= 0.00 1.4 Pt 52.4 Pt 52.4 -•45 Q=, 20.7 FT 10.0 C= 150 Pe 0.0 Pv -0.0 - - Vf/s 2 1 D2 003 11.4 0 0040 Pf --0.0 Pn 52.4 : 43 q= 0.0K 0.00 . 316.3 Pt:52.5Pt 52.5 46 .Q= 9.0 F=3T35R 65.0 C= 150 Pe 0.0 Pv -0.0. Vf/s= 0.913=..2.003 381.3 0.0008- Pf .....0.3 Pn -52.5 '•1• 7-------2. -44 q= 0.0 K=- 0.00 S 2.0 .: •. Pt -52.8Pt 52.8 -y 47 - Q= 3.3 FT 10.0 :c= 150 . Pe 0.0:Pv -0:0 -77_72 -.. j.Vf/s=-. 0.3 D= 2.003 12.00.0001 Pf 0.0 Pn 52.8 Pt 52.8 Beard------------------------------------ 44 q= 0.0 --------------------------------------------- K= 0.00 1.4 -. Pt -52.-8Pt 52.8 •• 5.7 F=T . 10.0 C-iSO Pe::_0.0 Pv -0.0;. Vf/s= 0.6 D= 2.003 11.4 0.0004 Pf 0.0 Pn 52.8 45 . . .• -• Pt 52.8 Beard----------------------------------- 39 q= -00 K=.0.00 11.2 '- Pt 7_53.4 Pt 53.4 49ji Q= 33.1 F=ET 21.0 C= 150 Pe 4.2 Pv -0.1 Vf/s= 3.4 D= 2.003 32.2 0.0094 Pf 0.3 Pn 53.3 - 46 -. Pt 57.9 ---------------------------------------- Beard ------- --------------.- --- - 42 q= 0.0 K= 0.00 11.2 Pt 52.4 Pt 52.4 5O Q= 31.1 F=TT 20.0 C= 150 Pe 4.5 Pv -0.1 Vf/s= 3.2 D= 2.003 31.2 0.0084 Pf 0.3 Pn 52.4 1130 • . . Pt 57.3 ----------------------------------------Beard------------------------------------ • 45 q -.0.0 K= 0.00 11.2L'. Pt -52.8-Pt 52.8 -. 5. Q= Q=-40.1 F=ET . 21.0-C= 150 Pe 4.2 Pv -0.1 Vf/s= 4.1 D= 2.003 32.2--0.0134 Pf--0.4 Pn 52.7-- . 156 Pt 57.5 -------------------------------------Beard---------------------------------- 46 q= 0.0 K= 0.00 156.2 Pt 57.9 Pt 57.9 52 Q= 33.1 F=15R 15.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.4 D= 2.003 171.2 0.0094 Pf 1.6 Pn 57.8 167 pt 59.5 -------------------------------------Beard eard Provencher & Associates, Inc.--714-283-.1100 Date 10-11-06 Sheet 116_ HOMEWOOD SUITES - HYDR AREA 7A (PROOF- CALC) - --. PIPE FLOW K-FACTOR LENGTH.: FRICTION. PRESSURE NO. NODE GPM FITTING TYPE FTG T LOSS PSI NO. DIAMETER TOTAL PSI/FT -NOTES -------------------------------------Beard---------------------VERSION 3.0-- 167 q= 0.0 K= 0.00 - - 5.6 :; - Pt 59.5 Pt 59.5 54 0= 33.1 F=2R 2.0 C= 150 Pe .0.0Pv -0.1 - Vf/s= 3.4 D= 2.003 7.6 0.0094 Pf 0.1 Pn 59.4 53 Pt 59.6 ---------------------------------------- Beard ------------------------------- ------ --. 53 q= 0.0 K= 0.00 . 7.5. . Pt 59.6 Pt 59.6 61 Q= 33.1 F=3R .- . 3.0 C=150..Pe .0.0Pv -0.1 - - Vf/s= 3.4 D= 2.003 10.5' 0.0094 Pf 0.1 Pn 595 .. - .57 Pt 59.7 ------------------------------------Beard----------------------------------- 57 q= 0.0 K= 0.00 8.5 . Pt. 59.7 Pt 59.7 65 0= 33.1 F=R 1;0 C= 150 Pe Pv -0.1 Vf/s= 3.4 D= 2.003 9 5 0 -0094 Pt 0.1 Pn 59.6 Pt 59.8 ------------------------------------Beard---------------------------------- 61q= 0.0 K= 000 46. Pt 59 .8 Pt 598 69 Q= 33 1 F=T 10 0 C= 150 Pe 0 0 Pv -0.1 - - - - Vf/s= 3.4 D= 2.003 14.6 0.0094 Pt 0.1 Pn 59.7 62 .. Pt- 59.9.... ------------------------------------- ---------Beard------------------------------- 65 q= 0.0 K= 0.00 3.5: Pt 59.3 Pt 59.3 .- 70 Q= 71.2 F=TR 11.0 C= 150 Fe . 0.0 Pv -0.4 Vf/s= 7.2 D= 2.003 14.5 0.0389 .Pf 0.6 Pn .59.0 - - 62 . . . Pt 59.9.. -----------------------------------Beard--------------------------------- 69 q= 0.0 K= .0.00 6.3 Pt 59.0 Pt 59.0 73 Q= 71.2 F=RR 2.0 'C= 150 Fe 0.0 Pv -0.4 Vf/s= 7.2 D= 2.003 8.3 .0.03.89 Pt . 0.3 Pn 58.6 65 : . Pt 59.3 -------------------------------------Beard---------------------------------- 70 q=. 0.0 K= 0.00 14.5' Pt 57.9 Pt 579 77 .Q= 71.2 F=T3R .. 13.0 C= 150 Pe 0.0 Pv -0.4 Vf/s= 7.2 D= 2.003 27.5 0.0389 Pf 1.1 Pn 57.6 69 . . . . Pt 59.0 ------------------------------------Beard---------------------------------- 75q= 0.0 K= 0.00 31.6 Pt 57.8 Pt 57.8 78 Q= 19.4 F=5R 5.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.0 D= 2.003 . 36.6 0.0035 Pt 0.1 Pn 57.8 .70 . . . . . .-. Pt 57.9: ----------------------------------Beard---------------------------- 76 q= 0.0 K= 0.00 135.3 .. Pt 57.5-Pt 57.5 83 Q= 19.4 F=2E2T15R 57.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 2.0 D= 2.003 192.3 0.0035 Pf 0.7 Pn 57.4 75 Pt 57.8 ----------------------------Beard---------------------------------- 83 q= 0.0 K= 0.00 0.9 Pt 57.5 Pt 57.5 84 Q= 19.4 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.0 D= 2.003 1.9 0.0035 Pt 0.0 Pn 57.4 76 Pt 57.5 ---------------------------------Beard .9 eard'Provencher & Associates, Inc.-714-283-1100 Date: -10-11-06 Sheet 117 S HOMEWOOD SUITES - HYDR AREA 7A (PROOF CALC) PIPE r FLOW K-FACTOR LENGTH FRICTION PRESSURE . NO. NOD~A GPM FITTING TYPE FTG LOSS PSI - NO DIAMETER TOTAL PSI/FT - NOTES ------------------------------------ Beard---------------------VERSION 3.0-- 77q= 0.0 K= 0.00 9.0 Pt 57.7 Pt 57.7 . 95 :Q= 2.2 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 - Vf/s= 0.7 D= 1.101 10.0 0.0012 Pf 0.0 Pn 57.7 --------------- 78q= 0.0 K= 0.00 7.5- Pt 57.8 Pt 57.8 86 Q= 2.2 F=R 1.0 C=.150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 1.101 8.5 0.0012 Pf 0.0 Pn 57.8 .5 .. 79q= 0.0K= 0.00 3.3 ... Pt 57.8 Pt 57.8 2.2 F=T . 5.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.7 D= 1.101 8.3 0.0012 Pf 0.0 Pn 57.8 801q= 0.0 K= 0.00 107 Pt 574 Pt 57 4 88 Q=. 2.2 F=R 1.0 . C= 150 Pe 0.3 Pv -0.0 Vfts= 0.7 D=.1.101 11.7 -0.0012 Pf 0.0 Pn 57.4 . . 57.8 81q 0.0 K= 000 - 6.8 Pt 57.8 Pt . 89 Q= 2.2 F=R C 1.0 C= 150 Pe 0.0 Pv. . -0.0 Vf1 s= 0.7D= i;ioi 7.8 0.0012 Pf 0.0 Pn - 57.8 -------------- ... - . ------- -. 82q=. 0.0 K= o.00: 4•5 . . - Pt 57.8.Pt..57.8 -S.--. 90 ,JQ= 2.2 F=T - . 5.0: C= 150 Pe -0.3 Pv -0.0 ' C• Vf/s= 0.7 D= 1.101 9.5 0.0012 Pf 0.0 Pn .57.8 83 .. . . it 57.5 --------------------------------- Beard ---------------------------------- 86q= 0.0 K= 0.00 5.8 Pt 57.4-Pt 57.4 -. 91 17.2 F=R. . 1.0 C.= 150 Pe 0.0.Pv -0.0 .5. Vfs= 1.8 D= 2.003 6.8 0.0028 Pf 0.0 Pn 57.4 .. Pt 57.5 -. -•--- 89q= 0.0 -------------------- Beard K= 0.00 10.8 Pt . 57.4 Pt 57.4 94 . Q= 17.2 F=R -- 1.0 C= 150 Pe 0.0 Pv -0.0 VfLs= 1.8 D= 2.003 . 11.8 0.0028 Pf 0.0 Pn 57.4 86 . . Pt 57.4 ------------------- ----------------- Beard --------------- ----------------S. 101;q= 0.0 K= 0.00 9.0 Pt 57.4 Pt 57.4 - 97 -Q= 17.2 FR 1.0 C= 150 Pe 0.0 Pv -0.0 Vt/s= 1.8 D= 2.003 10.0 0.0028 Pf 0.0 Pn 57.4 89 . -------; - ------------------------------- -. Pt 57.4 Beard ----------------- - ------- ------:-- - -- 100q= 0.0 K= 0.00 5.9 Pt -57.4 Pt -. 57.4 108 0= 2.2 F=T 5.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.7 D= 1.101 10.9 0.0012 Pf .0.0 Pn 57.4 77 . Pt 57.7 ------------------------------------Beard---------------------------------- 101 q= 0.0 K= 0.00 23.6 Pt 57.4 Pt 57.4 109 Q= 2.2 F=2ET • 32.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 55.6 0.0001 Pf 0.0 Pn 57.4 100 . . Pt 57.4 --------------------------------------Beard---------------------------------- . .. :eard'Pro,encher& Asociates, Inc.-714-283-1100Date:].O-11-06 Sheet 118 HOMEWOOD SUITES- HYDR AREA 7A.(PROOFLCALC) PIPE FLOW K-FACTOR LENGTH FRICTION ; PRESSURE. NO. NODE GPM FITTING TYPE FTG LOS PSI NO. DIAMETER TOTAL PSI/FT -. ;NOTES -----------------------------------Beard----------------------VERSION 3.0-- 103 q= 0.0 K= 0.00 4.7 Pt 57.4 Pt 57.4 110 Q= 19.4 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.0 D= 2.003 5.7 0.0035 Pf 0.0 Pn 57.3 101 . Pt 57.4 -----------------. -----------Beard---------------------------------- 106 q= 0.0 K= 0.00 5.7 - Pt 57.3 Pt 57.3 112 0= 19.4 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 2.0 D= 2.003 6.7 0.0035 Pf 0.0 Pn 57.3 103 Pt 57.4 . ----------------------------------Beard---------. -. 129 q= 0.0 K= 0.00 4.3 .. Pt 57.3 Pt 57.3 115 Q= 19.4 F=R 1.0 C= 150 Pe 0.0 Pv. -0.0 - Vf/s= .2.0 D= 2.003 5.3 0.0035 pi -o:o Pn 57.3 106 - . Pt 57.3 ---- - - - - - - - - - - - - - ------------------ Beard ---------------- ----------- 130 q= 0.0 K= 0.00 7.5 Pt 57.3 Pt 57.3 - - 138 Q= 19.4 F=T 10.0 C=].50' Pe 0.0 Pv.-0.0 Vf/s= - 2.0 D= 2.003 .17.5.-0.0O35 Pf 0.1-Pn 57.2 129 . . . . Pt 57.3 !. - ---------------------------------------Beard----------------------------------- 130 q= 0.0 K= 0.00 51.8 '- Pt 57.3 Pt 57.3 139 Q= 11.7 F=TTEE10R . 52.0C= 150 Pe -0.3 Pv -0.0 Vf/s= 1.2 D= 2.003, - 103.8 0.0014 Pf 0.1 Pn 57.3 -- 148 L. - . _-.j . . Pt 57.1 ----------------------------------------- Beard ---------------------------------- ------ 148 q= 0.0 K= 0.00 19.1 Pt 57.1 Pt 57.1 157 . Q= 11.7 F=3R - . 3.0 C= 150 Fe 0.7-Pv -0.0 Vf/s= 1.2 D=2.003 22.1 0.0014 Pf 0.0 Pu 57.0 --------------- 149 q= 0.0 K= 0.00 T 160 Pt 57.8 Pt 57.8- 158 Q= Q= 11.7 F=RR . -, 2.0 C=150 Pe 0.0 Pv -0.0 Vf/s= - 1.2 D= 2.003 18.0 0.0014 Pf 0.0 Pn 57.8 150 q= 0.0 K= 0.00 16.0 Pt 57.8 Pt 57.8 159 Q= 11.7 F=RR 2.0 C= 150 Pe 0.3 Pv -0.0 - - - - Vf/s= • 1.2 D= 2.003 18.0 0.0014 Pf 0.0 Pn 57.8 151 q= 0.0 K= 0.00 16.0 Pt 58.1 Pt 58.1 160 Q= 11.7 F=RR . 2.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 1.2 D= 2.003 18.0.- -0.0014--Pf - 0.0--Pn- --:- --:T -58.1- 152 q= 0.0 K= 0.00 -. P 57,9 Pt 57.9 161 Q= 11.7 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 2.003 18.0 0.0014 Pf 0.0 Pn 57.8 153 q= 0.0 K= 0.o0 - 16.0 Pt 57.9 Pt 57.9 162 Q= 11.7 F=RR 2.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 1.2 D= 2.003 18.0 0.0014 Pf 0.0 Pn 57.9 ëardProvencher & Associates," Inc 714283-,1100 ,Date: :10]1O6 Sheet119 HOMEWOOD SUITES - HYDR AREA 7A (PROOF-CALC) - PIPE FLOW K- FACTOR • LENGTH. FRICTION PRESSURE '- NO. NODE GPM . FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL -:PSI/FT . NOTES. -----------------------------------Beard---------------------VERSION 3.0.. 154 q= 0.0 K= 0.00 14.7 Pt 58.2 Pt 58.2 163 Q= 11.7 F=RR ' 2.0 C=,150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 2.003 16.7 0.0014 Pf 0.0 Pn 58.2 .155 q= 0.0 K= 0.00 125.5-- .. - Pt 58.2 Pt 58.2 164 Q= 11.7 F=ET16R . 37.0....C= 150 Pe :.-1.0 Pv -0.0 Vf/s= 1.2 D= 2.003 162.5 0.0014: Pf :-0.2 Pn 58.2 156q= 0.0 K= 000 20 Pt 57.5 Pt 575 1651 Q= 51.7 F=TT .. :. 20.0 C= 150 Pe 0.0 Pv -0.2 .:Vf/s= 5.3 D= 2.003 22.0. .0.0216 Pf ,-'0.5 Pn 57.3 70 .311 . - Pt 57.9 ---------------- --------------------Beard------. - - 62 q= 0.0 K= 0.00 ----------------- .00 . 22.0 --- ,--.-- Pt 59.9 Pt 59.9 . .1661: Q= 104.3 F=- 0.0- C= 150 Pe 0.0 Pv -0.2 .. Vf/s= 4.9.D=-.2.952 . 22.0;0.0119 Pf . 0.3 Pn 59.7 157 q= 0.0 .S_J K= .0.00 13.2 ---------------------------------------------- . ' - . Pt 60.2 Pt 60.2 167 Q= 104.3 F=LLL ' 21.8:C= 120 Pe 3.7 Pv -0.1 -.4Vf/s= 3.9 D=3.314- ' 35.0 .0.0103--Pf .0.4 -Pn 60.0 '.. .- S S 58 q= 0.0 K=. 0.00 60.0 . Pt :64.2...Pt 64.2 1681. Q= 104.3 F=GLGT ... 155.8 vC=.150 Pe i.0.4 Pv -0.0 . 1.1 D= 6.280 . 215.8-0.0003 Pf 0.1 Pn 164.2 - . . . . ..... - :J-59 q= 100.0 ADD HYD FLOW 256.0... - Pt ,64.7.Pt 64.7 169--Q= 116.0 F=LGT 73.9 C=150. Pe .0.0 Pv -0.0 1Vf/s= 0.7 ]J= 7.970 329.9 '0.0001 Pf 0.0 Pn 64.7 --------------- 60 q= 0.0 K= . 82.0 Pt 64.8 Pt 64.8 1701 Q= 107.9 F=GGT 61:-i C=T150 Pc 0.0 Pv -0.0 Vf/s= 0.7 D=7.970 . 143.1 0.0001 Pf 0.0 Pn 64.8 --------------- 161 q= 0.0 K= 0.00 250.0 Pt 64.8 Pt 64.8 171; Q= 107.9 F=GT 80:2 C=l50 Pe 0.0 Pv -0.0 1Vf/s= 0.5 D= 9.780 330.2 0.0000 Pf 0.0Pn 64.8 165 <<<<<<< Supply point >>>>>>>> Pt 64.8 FIXED DEVICE: Double Detector Check Valve .,Pf .6.0 NOTE: Fixed. TOTAL REQUIRED INCLUDING FIXED PRESSURE-LOSS-Pt 70.8 pressure added. ------------------------------------Beard------------------------ 160 q= 0.0 K= 0.00 580.0 Pt 64.8 Pt 64.8 172 Q= 8.1 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.1 D= 7.970 . 628.3 0.0000 Pf . 0.0 Pn 64.8 162 . . Pt 64.8 ------------------------------------Beard 159 q= 100.0 ADD HYD FLOW 480.0 Pt 64.7 Pt 64.7 173 Q= 88.3 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 7.970 553.9 0.0001 Pf 0.0 Pn 64.7 I BeardProvencher &Associates, Inc714-283-11OO Date:.•10-11-06 Sheét'120' HOMEWOOD SUITES -HYDR AREA 7A (PROOF CALC) PIPE FLOW K-FACTOR LENGTH- FRICTION- PRESSURE NO. NODE GPM. FITTING TYPE FTG LOSS PSI - NO. DIAMETER TOTAL PSI/FT :. -- .NOTES -----------------------------------Beard---------------------VERSION 3.0-- 162 q= 0.0 K= 0.00 132.0 Pt 64.8 Pt -64.8 174 Q- 96.4 F=G --- ... 5.7 .C= 150 Pe 0.0Pv -0.0 - Vf/s= 0.6 D= 7.970 137.7 0.0001 Pf 0.0 Pn 64.8 163 q= 0.0 K= 0.00 --. 85.0 - Pt 64.8 Pt 64.8 175 Q= 96.4 F=LGT 103.5 C= 150 Pe 0.0 Pv- -0.0 Vf/s= 0.4 D= 9.780 188.5 0.0000 Pf 0.0 Pn. 64.8 --------------- 164 q= 0.0 K= 0.00 630.0 - Pt 64.8 Pt 64.8 - - 176 Q= 96.4 F=TG •82.6 C= 150 Pe 0.0Pv -0.0 - •-. Vf/s= 0.3 D=11.630 712.6 0.0000 Pf 0.0 Pn 64.8 165 <<<<<<<< Supply point >>>>>>>.> Pt 64.8 . . . FIXED DEVICE: Double-Detector Check Va1'(re.-. Pf 6.0 . NOTE:Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt .70.8 pressure added.-., - - --- - - - - - - - - ------- - ---- - - - - - - -- - - - Beard---------------. ------------------- - - • i,-. - -., -. - *- - J-.---- - TOTAL RUOC. - iMLT1ir. TY[) TL Pit- 0 Beard Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 121 *Hy1JJLIC DESIGN INFORMATION SHEET Name HOMEWOOD SUITES (HYDR AREA 8) Date -10-22-2006 Locati6n 6100 YARROW DRIVE CARLSBAD, CA System No.__________ Building ___Drawing No. FP5 Contractor APEX FIREPROTECTION,INC.(818)266-9151 Contract No. D3356 Constri.ction: COMBUSTIBLE *NON-COMBUSTIBLE Ceiling Ht. 29.0 ft Occupancy GUEST ROOM (KING) S : **NFPA 13: *Lt..Haz. ** Ord.Haz. Gr._12_3 ** Ex.Haz._l_2 Y : NFPA: ____13D 13R 231 231C Figure Curve S Other (Specific ruling) . T: Aiit±ority having Jurisdiction CARLSBAD FIRE J)EPT E :--- - Area of Sprinkler operation 4 lIDS : - ** SYSTEM TYPE ** - Density .10 : _Wet _Dry _Deluge Pre-Action Ara per -sprinkler 256 - - - - - - - - - - - --- - - --- - - - - - - - -- - -- --- - - - - - - - E.: Hose allowance GPM: inside : ** SPRINKLER or NOZZLE ** S-: Hose allowance GPM:..outside 100 Make ___: TYCO Model LFIZ RES I,: Rack sprinklers -allowance :Orifice Size 7/16"" K:Factpr _4.9 -G : Temperature rating 155 deg. .N CALcULATION : GPM required 89.6 PSI required 54.9 at base of A.S.Riser SD14MARY GPM required 189.6 PSI required - 61.4 at point of supply. C-Factor used: Overhead .120 Underground 150 A **, WATER FLOW TEST : ** PUMP * TANK * WELL ** T.:.. H E-: Teat Date APR 2005 : Pump Capacity N.A. R : Static PSI 100 : Pump Pressure Residual PSI 95 : Pump Elevation S : GP Flowing 680 : Tank Capacity N.A. Eliation Grade. : Tank Elevation P: : Well Proof Flow N.A. P L : Location Point of Connection Y : Source of information WESTOABT FIRE PROTECTION C Comnodity 0 Location : Class___________ M : Storage Height __: Aisle width Area____________ M : Storage Method: Solid piled % Palletized Rack % O : P1astics D :__1 I : T : : Single row _Conventional pallet _Automatic storage _Encapsulated Y : row _Double _Slave pallet Solid shelving Non- :R : Multiple _Multiple row _Open Encapsulated S :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING 0 :K : Longitudinal Transverse : ft. _in. A : G : : Horiz. barriers provided B Beard.Provenchér & Associates, Inc. 714-283-1100 Date: 10711-06 Sheet 122 HOMEWOOD SUITES (HYDR AREA 8). i0o . 9 0 ........................... .............................. ......... ......... .................... ......... ........ B:'- 9O— ............................................ 85 0= ________________ - 8O—H......................................... ...... ........... ............ . ... P 75.0 ......... ......................................................... :-' 70— .............................................................. e 65.0EH - ....-----.: 60— 550 - S t...... = u e 45 0: P : --- 1 35 ......................................................... I 30- : ........... 25 .OE r 50-.................................... -;. :....................................................--...:-:............ 20— .................................... .;............- ................. ..... .: 5 0: ... ... N' 85 fly 100 200 0__.._._.EL.t_''IiHItiiiIiiliiiIiI-tiiiftFIiiIiiiIIilIIIIIlIIII 300 400 500 600 -700 800 900 . 1000 Water Flow GPM LETTER DESCRIPTION i A = Static Pressure of 100 0 p s i B.= Residual Pressure.of i. at 680.0 G.P.M. C = 90.0 percent Static .90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 12.6 p.s.i. Elev of 29.0 ft. F = Base of Riser Demand 54.9 p.s.i. at 89.6 G.P.M. G = Point of Conn Demand 61.4 p.s.i. at 189.6 G.P.M. The City Supply provides 99.5 p.s.i. at 189.6 G.P.M. which leaves a buffer of 38.1 p.s.i. at system demand. eard'.Provencher &.Associates, Inc.-714-283-1100 Date: 09-05-06 Sheet .423- HOMEWOOD SUITES - HYDR AREA 8 -•. ;•_ -. K-FACTOR CALCULATIONS PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE' NO. NODE GPM FITTING TYPE FTG LOSS PSI DIAMETER TOTAL PSI/FT - NOTES 1 q= 20.0 K= 4.90 2.1 Pt 16.66 NODE 23 A Q= 20.0 F=ET 10.0 C= 150 Pe 0.00 K= 01(P) • D= 0.874 12.1 0.2095 Pf 2.53 K= 20.00/C 19.1) 12 Pt 19.19 K= 4.57• Ii q= 20.0 K=.. 4.90 3.5 - -. Pt 16.66 NODE 25 B Q= 20.0 F=ET 10.0 TC 150 Pe 0.00 K=.Q/(P)5 D=.0.874 13.5 0.2095 Pf 2.83 K= 20.00/C 19.48 -- ----------------------------------- -------- - Pt -- 19.48 K= 4.53 ------ ----- ------ -- I •- ------------- . • -1 - -•-- - T:T eard'Prdvencher & Associates, Inc=714-283-1100 Date:10-11-06: .SheetV:124- Sprinkler System Analysis - HOMEWOOD SUITES - HYDR AREA 8 TOTAL FLOW AVAILABLE: 'Static Pressure 100.0 -PSI BUFFER ALLOWED: 10% - Residual Pressure — 95.0 PSI -• - at Discharge of 680 GPM _-- NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM ------ - ------------------------------------------------------------ VERSION-3.0-- 1 29.5 40.2 2.-- 28.91 39.9 3 28.9 39.9 -- 4. - 29.5 . 39.6 V 5 - 28.9 39.9 VV V 6 28.9 39.9 7 .. 29.5 V -39.6 V 8 29.5 39.5 9 V - 29.5 39.3 V 10 28.9- V 38.2 V - - 27.7 . 38.7 .• . V V - 12 27.7 38.7 13 .. 28.5:; V 38.3 V V .14 V 28.2 V 38.5 V 15 28.2 - .38.5 .- . V 16 - 28.5 38.3 V 17 V --- 27.7 . 38.7 V 1.8 28.5 - 38.3 V 19 : V 29.5 • 37.9 . 20 27.7 4.90 16.9 20.2 21 28.5 5.60 19.1 24.5 22 28.2 20.7 23 27.7 4.57 23.2 22.0 24 - 28.2 • 26.9 25 - 27.7 • VV 453 25.6 22.9 26 29.5, 30.1 27 29.5 . 36.4 V 28 28.9 38.3 V 29 27.7 38.8 • 30 28.5 • 38.4 31 27.7 38.8 32 , 28.2 38.6 33 27.7 38.8 34. 28.5V.V. • V 38.4 35 28.2 V 38.6 36 V 27.7 • • 38.8 37 29.5- 38.0 V 38 29.5 39•5 39 19.3 44.7 40 19.3 44.7 41 19.3 44.3 42 19.3 44.1 43 19.3 44.1 44 19.3 44.3 45 19.3 44.3 46 9.6 49.1 0 eard'Provencher & Associates, Inc. .714-283-1100 Date: 10-11-06 Sheet 125 HOMEWOOD SUITES - HYDR AREA 8 NODE ELEVATION SPRK. PRESSURE DIS CHARGE t-. NO. FEET .. COEF PSI. GPM ----------------------------------------------------------------- 47 8.6 50.8 -: 48 8.6 50.8 - 49 8.6 50.8 50 8.6 50.8 51 .9.1 50.6 - 52 9.6 - 50.4 -- 9.6 .. . . 50.4 54 - 8.0.- . 51.2 9.1 . 50.7 5f 9.6 50.5 - -- 5V 9.6 - 50.5 - 58 9.1 50.8 9.1 . . . 50.8 . . 9.6 . 50.6 61 . 9.6 . . 50.6 62 9.c: 50.7 9.1 . -. 50.5 9:6 .: -•- 50.2 65 9.6 •- . 50.2 502 . 67 9.1- 50.2 6 9.6 . .50.0 - 69 9.6 • 50.0 . .; 70 9.6 49.2 71 8.6 - -' . . 49.5 ~. -• 72 8.0 • 49.8 .71 9.1 49.3 . 74 9.6 49.1 75. 9.6 49.1 ..- 7 8.8 49.0 .77 . 8.0 49.3 ... 79 8.0 49.3 76 8.0 . 49.3 80 8.8 . : 49.0 81 8.0 .49.3 82 8.0 . .493 83 8.8 . 49.0 --. 84 8.0 49.3 . . 8.0 . 49.3 8.8 . 49.0 . 8 8.0 . . 49.3 88 8.0 . 49.3 89 8.8 . 48.9 90 8.0 49.3 91 8.0 49.3 92 8.8 48.9 93 8.0 • 49.3 94 8.8 48.9 95 7.5 49.5 96 8.8 48.9 97 8.0 49.3 98 7.5 49.5 a ...Beard Provencher& Associates, Inc.714-283-1.100 .. Date:.10-11-06; Sheet 126 - HOMEWOOD SUITES - HYDR AREA 8 .... - NODE ELEVATION . SPRK PRESSURE DISCHARGE NO. . FEET COEF PSI GPM 99 --------------------------------------- 8.8 . 48.9 100 8.8 . 48.9 101 8.8 48.9 102 8.0 49.2 103 8.8 . 48.9 104 7•5 ..• 49•4 • 105 7.5 49.4 - 106 8.8 . 48.9 107 10.6 . 48.1 108 10.6 •.. •• . 48.1 109 . 20:2 . 43.9 110 20.2 . .• 43.9 .• 111 20.2. 43.9 112 20.2 43.9 • . - 113 . . . .19.8 44.1 114 12.0... . . 47.5 115 12.0 . 47•5 •; 116 21.6 . 43.3 117 . .21.6 43.3 118 216. 43.3 . •. 119 1. .21.6 . 43.3 120 .. 19.8 4.1 • 121 4.1 '• 122 10.6 • 48.1 123 . 20.2 •. •.., 43.9 124 20.2 . 43.9 -• - 125 20.2 43.9 ..• - 126 20.2 . 43.9 127 . 19.8 44.1 ,•. 128 . 19.S 44.1 - 129 8.8W . 48.9 .• 130 8.8 48.8 131 . • 7.5 . 49.5 132 7.5 . 49.5 • 133 7.5 49.5 134 8.8 48.9 135 7.5 • 49.5 .- 136 7.5 49.5 137 . 8.8 - • 48.9 138 8.5 49.1 . 139 7.5 . 49.5 140 8.5 49.1 141 8.8 48.9 142 • 7.5 49.5 143 8.5 49.1 144 7.5 49•5 145 . •.. 8.5 49.1 146 8.8 48.9 147 8.8 48.9 148 9.6 48.6 149 8.0 49.3 • .150 8.0 49.3 . > I •eardrovencher & Associates, Inc714-283-1100- Date:-10r.11-06 Sheet-l27 HOMEWOOD SUITES - HYDR AREA 8 I NODE ELEVATION SPRK PRESSURE DISCHARGE -..: NO. FEET COEF PSI GPM ------------------------------------------------------------------------- 151 7.3. 49.6 152 8.0. 49•3 - 8.0 49.4 -154 7.3 . 49.7 155 7.3 49.7 • 156 9.6 48.8 - 157 9.6 • 50.9 . 1.0 • 54.9 159 • 0.0 55.3 100.0 Hydrant Flow 16q. - 0.0 55.4 •. 161 0.0 55.4 -162 0.0 • . 55.4 -- i63 - 0.0 .55.4 16 0.0 55.4 • 16 - • - 0.0 • • 61.4 • - .• Supply Point 166 . 8.0 - - . 51-.1 16 7i; -• . . 9.; . . 54 • - 4 - - AA eardProvencher &--Associates,- Inc; 714-283-1100 -Date:,.1O-11-O6heet128 HOMEWOODSUITES-HYDR AREA 8• PIPE FLOW K-FACTOR LENGTHFRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI - NO. DIAMETER TOTAL PSI/FT NOTES -----------------------------------Beard---------------------VERSION 3.0-- 4 q= 0.0 K= 0.00. 181.5 Pt 39.6 Pt 39.6 1 Q= 16.2 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6 D= 2.003 211.5 0.0025 Pf 0.5 Pn 39.6 1 Pt 40.2 ----------------------------------------Beard----------------------------------- 7 q= 0.0 K= 0.00 9.8 Pt 39.6 Pt 39.6 4 Q= 16.2 F=RR 2.0.C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6 D= 2.003 11.8 0.0025 Pf 0.0 Pn 39.6 4 Pt 39.6 ------------------------------------Beard------------------------------------- 8 q= 0.0 K= 0.00 15.2 Pt 39.5 Pt 39.5 7 Q= 16.2 F=T3R 13.0C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6 13= 2.003 m 28.2 0?.0025 Pf 0.1 Pn 39.5 7 Pt 39:6 -----------------------------------Beard----------------------------------- 9 q= 0.0 K= 0.00 214.7:-: Pt 39.3 Pt 39.3 8 Q= 10.6 F=2T20R -: 40.0 C= 150 Pe 0.0-Pv -0.0 Vf/s= 1.1 D= 2.003 254.7 0.0011 Pf 0.3 Pn 39.2 8 . Pt 39.5 ----------------------------------Beard---------------------------------- 19 q= 0.0.K= 0.00 51.8 . Pt 37.9 Pt 37.9 9 Q= 50.1'F=T5R 15.0 C= 150 •Pe 0.0 Pv -0.2 Vf/s= 5.1 13= 2.003 . 66.8 0.0203 Pf 1. Pn 37.7 9 . Pt 39. -----------------------------------Beard---------------------------------- 27 q= 0.0K= 0.00 65.0 Pt 36.4 Pt 36.4 19 0= 50.1 F=8R 8.0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.1 D= 2.003 73.0 0.0203 Pf 1.5Pn 36.2 19 Pt 379 -----------------------------------Beard---------------------------------- 20 q= 20.2 K= 4.90 3.6 Pt 16.9 Pt 16.9 20 Q= 20.2 F=2ER 15.0 C= 150 Pc -0.2 Pv -0.8 Vf/s= 10.8 13= 0.874 18.6 0.2136 Pf 4.0 Pn 16.2 22 Pt 20.7 -----------------------------------Beard---------------------------------- 21 q= 24.5 K= 5.60 2.2 Pt 19.1 Pt 19.1 21 Q= 24.5 F=ET 12.0 C= 150 Pe 0.1 Pv -0.5 Vf/s= 8.3 13= 1.101 14.2 0.0996 Pf 1.4 pfl 18.7 22 q= 0.0 K= 0.00 6.7 Pt 20.7 Pt 20.7 22 0= 44.7 F=R 1.0 C= 150 Pe 0.2 Pv -1.5 Vf/s= 15.1 13= 1.101 7.7 0.3018 Pf 2.3 Pn 19.2 23 q= 22.0 K= 4.57 1.1 Pt 23.2 Pt 23.2 23 0= 66.7 F=T 5.0 C= 150 Pe -0.2 Pv -3.4 Vf/s= 22.5 D=.1.101 6.1 0.6347 Pf 3.9 Pn 19.8 eardProvencher & Associates, Inc .:714-283-1100 Date:710-11-06 -..:-Sheet- 129 HOMEWOODSUITES-HYDRAREA8 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE 'RODE NO. GPM FITTING TYPE FTG •- LOSS PSI DIAMETER TOTAL PSI/FT NOTES - ----- Beard --------------------- VERSION 3.0-- .-,--"24 q= 0.0 K= 0.00 1.0 - Pt 26.9 Pt 26.9 24 Q= 66.7 F=T 5.0. C= 150 Pe -0.6 Pv -3.4 Vf/s= 22.5 D= 1.101 6.0 0.6364 Pt 3.8 Pn 23.5 26 - ---•Beard Pt 30.1 ---------------------------------- -- .25 q= 22.9 K= 4.53 8.8 Pt 25.6 Pt 25.6 251 Q= 22.9 F=ETR 11.0 C 150 Pe -0.8 Pv -1.0 12.2 D=.0.874 . 19.8 0.2701 Pt 5.3 Pn 24.6 . •. . --------------- 126 q= 0.0 K= 0.00 12.0 Pt 30.1 Pt .30.1 26 Q= 89.6 F=T 6.0 C= 150 Pe. 0.0 Pv -2.4 .18.8 - D1.394 18.0 0.3485 Pt 6.3 Pn 27.8 27q= 0.0 K= -0.00 1004 - Pt .36 .4 Pt 364 27-, .Q= 39.5 F=E11R . 22.0- C= 150 Pe 0.0 Pv -0.1 -- 1Vf/s= 4.0 D= 2.003 122.4 0.0131 Pt 1.6 Pn 36.3 37 . . -. . . . Pt ----------------------------------- Beard ----------------------------------- .r37 q= 0.0 K= 0.00 96.3 Pt 38.0 Pt 38.0 ••37 Q= 39.5F=T11R 21.0-C= 150 Pe -0.0-Pv -0.1 1Vf/s= 4 0 D=2.003 - 1173 0.0131 Pt 15 Pn 37.9 --------- - 38 q= 0.0 K=. 0.00 2.0 Pt 39.5 Pt 39.5 38- . Q= 5.6 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 -Vf/s= 0.6 D= 2.003 12.0 - 0.0003 Pt 0.0 Pn 39.5 8 Pt . 39.5 ----------------------------------------Beard------------------------------------ r- 1 q= 0.0 K= 0.00 11.6 Pt 40.2 Pt 40.2 39 Q .16.2 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 - Vf/s= 1.6 D=2.003 32.6 -0.0025 Pf 0.1 Pn 40.2 ••• - • • . Pt 44.7 _______________________ --------- Beard ------------------------------------ - J 9 q= 0.0 K= 0.00 11.6 Pt 39.3 Pt 39.3 40_ Q= 39.5 F=ET 21.0 C= 150 Pe 4.4 Pv -0.1 ~Vf Is=• 4.0 D= 2.003 32.6 0.0131 Pt . 0.4 Pn 39.1 42 • • . • Pt 44.1 - ---------------------------------------- Beard --------- --------------•. -------- 38 q= .0.0 K= 0.00 11.6 Pt 39.5Pt 39.5 41 Q= 33.9 F=ET 21.0 C= 150 Pe . 4.4 Pv -0.1- - -S1f/s= 3.4 D= 2.003 : 32.6 0.0098 Pt 0.3 Pn 39.5 - . ."pt 44.3 S --------------------- --------- ---------- Beard ------------------------------- ---- 40 q= 0.0 K= 0.00 1.4 Pt 44.7 Pt 44.7 42 Q= 12.5 FT 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.3 D= 2.003 11.4 0.0016 Pt 0.0 Pn 44.7 • • Pt 44.7 ---------------------------------------Beard---------------------------------- eardPrvencher & Associates, Inc'--714-283-1100 Date:10-11-06 5Sheet --130 HOMEWOOD SUITES - HYDR AREA 8 PIPE FLOW K-FACTOR LENGTH - FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAr4ETER, TOTAL PSI/FT NOTES -----------------------------------Beard---------------------VERSION 3.0-- 41 q= 0.0 K= 0.00 206.5 - Pt 44.3 Pt 44.3 43 Q= 12.5 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.3 D= 2.003 241.5 0.0016 Pf 0.4 Pn 44.3 40 Pt 44.7 ------------------------------------Beard---------------------------------- 43q= 0.0 K= 0.00 214.7 Pt 44.1 Pt 44.1 - 44 Q= 8.1 F=TT 20.0 C= 150 Pe 0.0 Pv -0.0 . . Vf/s= 0.8 D= 2.003 234.7 0.0007 Pf 0.2 Pn 44.1 - 41 Pt 44.3 ------- ---------------------------' -eard ----------------------------------- 42q= 0.O K= 0.00 1.4 Pt 44.1 Pt 44.1 45 Q= 14.2 F=T 10.0 C=,150 Pe.- 0.0 Pv -0.0 Vf/s=- 1.4 D= 2.003 11.4 0.0020 Pf 0.0 Pn 44.1 --------------- 43 0 K= 0.00 316.3 - Pt. 44.1Pt 44.1 46 Q= -6.2 F=3T35R 65.0 C=150 Pe 0.0 Pv -0.0 - Vf/s= 0.6 D= 2.003 381.3 0.0004 Pf 0.2 Pn 44.1 4 q= :0.0 K= 0.00 2.0 Pt 44.3-Pt. 44.3 47 Q= --4.5 F=T .. 10.0 C= -150 Pe 00Pv -0.0 Vf/s= 0.5 D=.2.003 12.0 0.0002 Pf- T0.0 Pn 44.3 - - 41 Pt 44.3 44 q= 0.0 K=J 0.00 1.4 ------------------------------------Beard----------------------------------- Pt --44.3 Pt 44.3 48 Q= 1.7 F=T 10.0 C=.150 Pe 0.0 Pv -0.0 . Vf/s= 0.2 ]J= 2.003 11.4 0.0000 Pf 0.0 Pn 44.3 45 Pt 44.3 ------------------------------------Beard----------------------------------- 39 q= .0.0 K= 0.00 11.2 ' Pt: 447 Pt 44.7 t'.. 49 Q= 28.7 F=ET 21.0 C= 150 Pe 4.2 Pv -0.1 Vf/s= 2.9 D= 2.003 32.2 0.0072 Pf 0.2 Pn 44.6 46 : Pt 49.1 ---------------------------------------- Beard -------------------- -------------- 42 q= 0.0 K= 0.00 11.2 Pt 44.1 Pt 44.1 50 Q= 25.3 F=TT 20.0 C= 150 Pe 4.5 Pv -0.0 . Vf/s= 2.6 D= 2.003 31.2 0.0057 Pf 0.2 Pn 44.1 130 . . Pt 48.8 ------------------------------------Beard----------------------------------- 45 q= 0.0 K= .0.00 11.2 .. ... Pt 44.3 Pt 44.3 51 Q= 35.6 F=ET.. 21.0 C= 150 Pe 4.2 Pv- -0.1 Vf/s= 3.6 D= 2.003 32.2 0.0108 Pf 0.3 Pn 44.2 156 Pt 48.8 -----------------------------------Beard---------------------------------- 46 q= 0.0 K= 0.00 156.2 Pt 49.1 Pt 49.1 52 Q= 28.7 F=15R 15.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 2.9 D= 2.003 171.2 0.0073 Pf 1.2 Pn 49.1 167 Pt 50.4 -----------------------------------Beard---------------------------------- -1 eard-Provencher & Associates, Inc.714-283-1100. Date:10-11-06 Sheet -.131 HOMEWOODSUITES -HYDR AREA 8 PIPE ! FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG - LOSS PSI NO. DIAMETER TOTAL. -PSI/FT . NOTES ---------------------------------------Beard---------------------VERSION 3.0-- 167 q= 0.0 K= 0.00 . 5.6 Pt 50.4 Pt 50.4. 54 Q= 28.7 F=2R 2.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 2.9 D= 2.003 7.6 0.0073 Pf .6.1 Pn 50.3 53 Pt 50.4 ---------------------------------------Beard------------------------------------- 53 q= 0.0 K= 0.00 7.5 Pt 50.4 Pt 50.4 61 . Q= 28.7 F=3R 3.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 2.9 D= 2.003 10.5 0.0073 Pf 0.1 Pn 50.4 - Pt 50.5 ________________________________Beard----------------------------------- 57 q= 0.0 K= 0.00 8.5 . Pt 50.5 Pt 50.5 65 Q= Z 28.7 FrR:. 1.0 C= 150 Pe 0.0 Pv -0.1 . i4/s= 2.9 D= 2.003 .. 9.5 0T0073 Pf 0.1 Pn 50.4 - .- 61 .. . -... . Pt 50.6 . ------------------------------------------Beard----------------------------------- 61 q= 0.0 K= 0.00 4.6 . Pt 50.6 Pt 50.6 • 69 4j Q= 28.7 F=T 10.0 C150 PeF 0.0 Pv -0.1 Vf/s= 2.9 D= 2.003 14.6 0.0073 Pt 0.1 Pn 50.5 62 Pt 50.7 ------------------------- ----- --------- Beard --------------------------------- 6 q= 0.0 K= 0.00 3.5 - Pt 50.2 Pt 50.2 70 TA Q= 60.9 F=TR 11.0 C= 150 Pe 0.0 Pv -0.3 Vf/s= 6.2 D 2.003 : 14.5 0.0292 Pt 0.4 Pn 50.0 62 . . Pt 50.7 -----------------------------------------Beard------------------------------------ 69 q= 0.0 K= 0.00 .6.3 Pt 50.0 Pt 50.0 73 Q= 60.9F=RR 2.0 C=150 Pe 0.0 Pv -0.3 V/s= 6.2 3= 2.003 8.3 0.0292 Pt 0.2 Pn -49.7 65 :- Pt 50.2 . . -----------------------------------------Beard---------------------------------- 70 q= 0.0 K= 0.00 . 14.5 Pt 49.2 Pt 49.2 77 ! Q= 60.9 F=T3R. 13.0 C= 150 Pe 0.0 Pv -0.3 V/s= 6.2 D= 2.003 27.5 0.0292 Pf 0.8 Pn 48.9 Pt 50.0 - ------I-----------------------------:__Berd-----------------------.- --------- 7 q= 0.0 K= -0.00 31.6 -.... Pt 49.1 Pt 49.1 78 - Q= 16.1 F=5R. 5.0 'C= 150 Pe D.0 Pv -0.0 Vf/s= 1.6 D= 2.003 36.6 0.0025 Pf 0.1 Pn 49.1 7q • . • .. Pt 49.2: - ------- ----------------------------- ---Beârd- - - - - - - - - - - - - - -- - - - - --- -- - - - -- - -- 76 q= 0.0 K= 0.00 135.3 - Pt 49.0 Pt 49.0 S 83 Q= 16.1 F=2E2T15R 57.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 1.6 13= 2.003 192.3 0.0025 Pt 0.5 Pn 49.0 75 Pt 49.1 ----------------------------------------Beard---------------------------------- 83 q= 0.0 K= 0.00 0.9 Pt 49.0 Pt 49.0 84 Q= 16.1 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6 D= 2.003 1.9 0.0025 Pf 0.0 Pn 49.0 76 . Pt 49.0 ----------------------------------Beard---------------------------------- eard•Provencher&.Associates; Inc714-283-1100 Date:.10-.11-06 Shee..132 HOMEWOOD SUITES - HYDR AREA 8 PIPE FLOW K-FACTOR LENGTH -FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG ... LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES.:-' -----------------------------------------Beard---------------------VERSION 3.0-- 77 q= 0.0 K= 0,00 9.0 Pt 49.3 Pt 49.3 85 Q= 1.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 1.101 10.0 0.0008 Pf 0.0 Pn 49.3 .78 q= 0.0 K= 0.00 •. 7.5 Pt 49.3 Pt 49.3 -. •• -- 86 Q= 1.8 F=R 1.0 C= 150 Pe 0.0 Pv--0.0 Vf/s= 0.6 D= 1.10.1 8.5 0.0008 Pf 0.0 Pn 49.3 --------------- 79 q= 0.0 K= 0.00 3.3 Pt 49.3 Pt 49.3 87 Q= 1.8 F=T 5.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.6 13= 1.101 8.3 0.0008 Pf 0.0 Pn 49.3 80q= 00K 000 107 Pt 490Pt 490 ç. 88 Q=,1.8 F=R . 1.0 C= 150 Pe 0.3 Pv . -0.0 Vf/s= 0.6 D= 1.101 11.7 0:0008 Pf 0.0 Pn 48.9 81q= 00K=000 68 * Pt 493 Pt 493 89 Q= .1.8 F=R -= . '. 1.0 C= 150 Pe 0.0 Pv.-0.0 .•-. Vf/s= 0.6 13= 1.101 7.8 0.0008 Pf 0.0 Pn 49.3 82q= 0.0 K= 000 45 Pt 493Pt493 90 Q= 1.8 F=T: 5.0 C= 150 Pe -0.3 Pv -0.0 -. •:/) Vf/s= 0.6 13= 1.101 9.5 0.0008 Pf 0.0 Pn.49.3 83 . . •.. . .. Pt 49.0 . •• ----------------------------------------Beard------------------------------------ 86 q= 0.0 K= 0.00 5.8 Pt. 49.0 Pt 49.0 91 Q= 14.2 F=R- . 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.4 D= 2.003 6.8 0.0020 Pf 0.0 Pn, 48.9 •-:' 83 . • • . Pt 49.0 pr ----------------------------------------Beard----------------------------------- 89 q= 0.0 K= 0.00 10.8 Pt '48.9 Pt 48.9 - 94 Q.. 14.2 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 - Vf/s= 1.4 13= 2.003 11.8 0.0020 Pf 0.0 Pn 48.9 - 86 . Pt 49.0 ---------------------------------------- Beard --------------------------------- ---- .--- --• - 101 q= 0.0 K= 0.00 9.0 Pt 48.9 Pt 48.9 97 Q= 14.2 F=R 1.0 C= 150 Pe .0.0 Pv -0.0 - Vf/s= 1.4 D=2.003 10.0 0.0020 Pf 0.0 Pn 48.9 -. 89 • . Pt 48.9 -----------------------------------------Beard------------------------------- 100 q= 0.0 K= 0.00 : 5.9 • Pt- 48.9 Pt 48.9 108 Q= 1.8 F=T 5.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.6 D= 1.101 10.9 0.0008 Pf 0.0 Pn 48.9 77 Pt 49.3 -----------------------------------------Beard---------------------------------- 101 q= 0.0 K= 0.00 23.6 Pt 48.9 Pt 48.9 109 0= 1.8 F=2ET 32.0 C= 150 Pe 0.0 Pv -0.0 • Vf/s= 0.2 D= 2.003 55.6 0.0000 Pf 0.0 Pn 48.9 100 Pt 48.9 ----------------------------------------Beard eardProvencher & Associates, Inc.714283-1100 Date:V101106 Sheet= 133 • HOMEWOOD SUITES - HYDR AREA 8 VV PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE V NO. I1'ODE GPM FITTING TYPE FTG '---"--.LOSS PSI V NO. DIAMETER TOTAL PSI/FT VV.VNOTES -----------------------------------------Beard----------------------VERSION 3.0-- .103 q= 0.0 K= 0.00 4.7 Pt _48.9 Pt 48.9 110 Q= 16.1 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 . V Vf/s= 1.6 D= 2.003 5.7 0.0025 Pf 0.0 Pn 48.9 101 Pt 48.9 - ------- V -Beard ----------------------------------V - 106 q= 0.0 K= 0.00 . 5.7 Pt 48.9 Pt 48.9 V V 112 0= 16.1 F=R 1.0 C=150 Pe 0.0 Pv -0.0 V if/= 1.6 ID= 2.003 6.7 0.0025 Pf 0.0 Pn 48.9 V.V103 V V Pt 48.9 V ----------------------------------------Beard---------------------------------- 129q= 0.0 K= 0.00 4.3 Pt 48.9 Pt 48.9 115 _A Q= 16.1 F=R 1.0 .C= 150 Pe 0.0 Pv -0,0 Vf/s= 1.6 D= 2.003 5.3 0.0024 Pf VV0.0 Pn 48.9 ~106-Pt i 48.9 V ...........................................:Beard 30 q= 0.0 K= 0.00 7.5 Pt 48.8 Pt 48.8V 138 Q= -.16.1 F=T VV . 10.0 C=150 Pe --0.0 Pv -0.0 V V V Tf/s= 1.6 D=-2.003 17.5 0.0025 Pf 0.0 Pn 48.8 S 129 . Pt V4 9 V Beard V 130 q= 0.0 K= 0.00 51.8 - . Pt 48.8Pt 48.8 139 Q= . 9.2 F=TTEE10R 52:0 C=.150 Pe --0.3 Pv -0.0 r f/s= 0.9 = 2.003 103.8 0.0009 Pt 0.1Pn 48.8 V V -148 1 Pt 48.6 Beard-------------------------------------- 18 q= 0.0 K= 0.00. 19.1 Pt 48.6 Pt 48.6 V 157. Q= 9.2 F=3R 3.0 C=V150 Pe 0.7 Pv -0.0 VJf/5 0.9 D= 2.003 22.1 0.0009 Pf 0.0 Pn 48.6 V . TI9 q= 0.0 K= 0.00 . 16.0 . Pt 49.3 Pt 49.3 - V 158 A Q= 9.2 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 -f/s= 0.9 D= 2.003. 18.0 0.0009 Pf 0.0 Pn 49.3 - V 150 q= 0.0 K= 0.00 16.0 Pt 49.3 Pt 49.3 159 Q= 9.2 F=RR 2.0--C= 150 Pe 0.3 Pv -0.0 0.9 D= 2.003 18.0-0.0009 Pf 0.0 Pn 49.3 q= 0.0 K=, 0.00 16.0 . Pt 49.6 Pt 49.6 16O; Q= 9.2 F=RR . 2.0 :.C= 150 . Pe -0.3 Pv -0.0 . 'Jf/s= 0..9 D= 2.003 18.0 0.0009 Pt 0.0 Pn -49.6- 152q= 0.0 K=0.00 16.0 Pt 49.3 Pt --------------- 49.3 -• 161 Q= 9.2 F=RR 2.0 C= 150 Pc 0.0 Pv -0.0 V Vf/s= 0.9 D= 2.003 18.0 0.0009 Pf 0.0 Pn 49.3 153 q= 0.0 K= 0.00 . 16.0 Pt 49.4 Pt 49.4 162 • Q= 9.2 F=RR 2.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.9 D= 2.003 18.0 0.0009 Pf 0.0 Pn 49.3 eard.Provencher & Associates,- Inc.714-283-1100 Date: 10-11-06Sheet-'134:: HOMEWOOD SUITES- HYDR AREA 8 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE - NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT - NOTES - -------------------------------------- Beard --------------------- VERSION 3.0-- 154 q= 0.0 K= 0.00 14.7 . Pt 49.7 Pt 49.7 163 0= 9.2 F=RR. 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 2.003 16.7 0.0009 Pf 0.0 Pn 49.7 155 q= 0.0 K= 000 - 125.5 ----"- Pt 49.7 Pt - 49.7 -- S - 164 Q= 9.2 F=ET16R . 37.0 c= 150 Pe -1.0 Pv -0.0 Vf/s= 0.9 D= 2.003 162.5 0.0009 Pf 0.1 Pn 49.7 156 q= 0.0 K= 0.00 2.0 Pt 48.8 Pt --------------- 48:8 165 0= 44.8 FTT 20.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.6 D= 2;003 22.0 0.0165 Pf 0.4 Pn 48.7 70 - . Pt 49.2 ---------------------- ------------------- -Beàrd ------------------------- 62 q= 0.0 K=. -0.00 22.0 . Pt 50.7 Pt 50.7 166 0= .89.6 F= . 0.0 -C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.2 D= 2952 - 22.0 6.'0090 Pf 0.2 Pn .50 .5 157 q= 0.0 K= 0.00 - 13.2 Pt -50.9 Pt 50.9 167 Q= 89.6 F=LLL 21.8 C= 120 Pe 3.7 Pv -0.1 Vf/s= 3.3 D= 3.314 . 35.0 0.0078 Pf 0.3 Pn 50.8 -: 158q= OOK= 000 600 - Pt 549Pt 549 168 Q= 89.6 F=6LGT 155.8 C=150 Pe 0.4 Pv -0.0 Vf/s= 0.9 D= 6.280 215.8 0.0002 Pf .Io.o Pn 54.9 159 q= 100.0 ADD HYD FLOW 256.0 .. Pt 55.3 Pt 55.3 169 Q= 107.6 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 7.970 329.9 0.0001 Pf 0.0 Pn 55.3 160 q= 0.0 K= 0:00- 82.0 - Pt 55.4 Pt 55.4 170 Q=100.2F=GGT 61.1 C=150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 7.970 143.1 0.0001 Pf 0.0 Pn 55.4 161 q= 0.0 K= 0.00 250.0 Pt 55.4 Pt 55.4 171 Q= 100.2 F=GT - 80.21 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.4 D= 9.780 330.2 0.0000 Pf 0.0 Pn 55.4 165 - <<<<<<<< Supply point >>>>>>>> Pt 55.4 FIXED DEVICE: Double Detector,Check-Valve-- Pf 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 61.4 pressure added. - -Beard---------------------------------- 160 q= 0.0 K= 0.00 580.0 Pt 55.4 Pt 55.4 172 Q= 7.5 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.0 D= 7.970 628.3 0.0000 Pf 0.0 Pn 55.4 162 Pt 55.4 --------------------------------------Beard---------------------------------- 159 q= 100.0 ADD HYD FLOW 480.0 Pt 55.3 Pt 55.3 173 Q= 82.0 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.5 D= 7.970 553.9 0.0001 Pf 0.0 Pn 55.3 eardProvencher & Associates, Inc.714-283-1100 Date: 1O-11-.06. :Sheet 135 - HOMEWOOD SUITES - •HYDR AREA 8 PIPE H FLOW K-FACTOR LENGTH FRICTION PRESSURE - NO. NOE GPM FITTING TYPE FTG LOSS PSI - - NO. DIAMETER TOTAL PSI/FT -. .NOTES ---------------------------------------- Beard---------------------VERSION 3.0-- 16 q= 0.0 K= 0.00 132.0 - Pt 55.4 Pt 174 . Q= 89.4 F=G 5,7 C= 150 Pe 0,0 Pv -0.0 Vf/s= 0.6 D= 7.970 137.7 0.0001 Pf 0.0 Pn 55.4 --------------- 16 q= 0.0 K= 0.00 85.0 Pt 55.4 Pt 55.4 175 Q= 89.4 F=LGT 103.5 C= 150 Pe 0.0Pv --0.0 -Vf/s= 0.4 D= 9.780 188.5 0.0000 Pf 0.0 Pn 55.4 16 q=.. 0.0 K= 0.00 630.0. Pt 55.4 Pt 55.4 176 z Q= 89.4 F=TG 82.6 - C= 150 Pe : 0.0 Pv . -0.0 Vr/s= 0.3 D=11.630 712.6 0.0000 Pf 0.0 Pn -55.4 1 <<<<<<< Supply point >>>>>>>> - Pt 55.4 - FIXEV DEVICE: Double Detector Check Valve - Pf 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 61.4 pressure added....- ------ .1-------------------------------------Beard---------------- ---•------ - ..---•-- -- - - -S 55 5 -5-. - • . • .•. .. .•- -. . --, - . • - 5-- - - - -- • -- -. . S - . • . . S . .. - -- Beard Provencher& Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 136 * HYDRAULIC DESIGN INFORMATION SHEET * Name _HOMEWOOD SUITES (HYDR AREA 9) Date 10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No.__________ Building Drawing No. FPS Contractor APEX FIRE PROTECTION, INC. (818) 266-9151-- Contract No.D3356 - Construction: COMBUSTIBLE * NON-COMBUSTIBLE Ceiling Ht.29.0 ft Occupancy GUEST ROOM (ACCESSIBLE KING) S : ** NPPA 13: ..Lt.Haz. ** Ord.Ház.-Gr._12_3 ** Ex.Haz._l2 Y : NFPA: 13D 13R 231 231C Figure Curve________ S : Other (Specific ruling) T Authority having Jurisdiction CARLSBAD FIRE DEPT E : ----------------------------------------------------------------------------- M Area of Sprinkler operation 4 HDS 2 SYSTEM TYPE ** Density .10 : _Wet _Dry __Deluge _Pre-Action D -: Area per sprinkler 256 E : Hose allowance GPM: inside ** SPRINKLER or NOZZLE ** -S :Hose allowance GPM: outside 100 :- Make __TYCO _- _•- Model _LFIIRES I : Rack sprinklers allowance - Orifice Size 7/16""..K-Factor 4.9 G : - - - -- :-Temperature rating - -- 155 ----deg. N CALCULATION : GPM required 85.0 PSI required 55.4 at base of A.S.Riser SUMMARY : GPM- required- 185.0 PSI required 61.9 at point of supply. C-Factor used: Overhead _120 Underground 150 W A : **** WATER FL 9W TEST **** : ** PUMP * TANK * WELL ** T: - E : Test Date APR 2005 : Pump Capacity N .A. R Static PSI 100 : Pump Pressure : Residual PSI 95 : Pump Elevation - S : GPM Flowing 680 : Tank Capacity N.A. U : Elevation Grade : Tank Elevation P : : Well Proof Flow N.A. P : L : Location Point of Connection Y Source of information WEETCOAST FIRE PROTECTION C : Commodity O : Location : Class___________ M : Storage Height -: Aisle width : Area____________ M : Storage Method: Solid piled % Palletized Rack % O : Plastics D : T : : _Single row _Conventional pallet _Automatic storage _Encapsulated Y : - : _DOuble row _Slave pallet •_Solid shelving Non- :R Multiple row _Open Encapsulated S :A : T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :K : Longitudinal Transverse : _ft. in. R: A : : G : : Horiz. barriers provided E 'I. eardrovencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 137 -.HOMEWOOD SUITES (HYDR AREA 9); - --.- - 90—- I ..::. .............................. r70— 650H ...... , . Tn 50 45 : 404—_ 60 ........................................ P750E...................................: ......................................- .....,................................ ;.:...................................................... : 150 ................................................................:: T1 . ±'. 11111 IlIIIIIll1IIIllIlFIIlllI hull I 111111 I_I 1111111 I 1 1iuiiiiii1i_t_i_i_i_II_FhhIhfIIIIlhlIIII1Ill 1111111111111 IlIllillIll I 100 200 300 400 500 600. 700 800 900 1000 Water Flow GPM . LETTER DESCRIPTION -- A - . . A = Static Pressure of 100.0 p.s.i. B.= Residual Pressure of r95.0p.S.i. at 680.0 G.P.M. - C = 90.0 percent Static 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 12.6 p.s.i. Elev of 29.0 ft. F = Base of Riser Demand 55.4 p.s.i. at 85.0 G.P.M. G = Point of Conn Demand 61.9 p.s.i. at 185.0 G.P.M. The City Supply provides 99.6 p.s.i. at 185.0 G.P.M. which leaves a buffer of 37.7 p.s.i. at system demand. I eard Provencher-&Associates, Inc. 714-283-1100 Date.:=09-0506 Sheet138. HOMEWOOD SUITES - HYDR AREA 9 K-FACTOR CALCULATIONS PIPE : ,FLOW K-FACTOR LENGTH FRICTION NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT 1 q= 20.0 K= 4.90 3.5 Pt 16.66 NODE 29 A Q= 20.0 F=ET 10.0 C= 150 Pe 0.00 D=•O.874 13.5 0.2095 Pf 2.83 K= 20.00/( 19.48) os 2 :. Pt 19.48 K= 4.53 1 q=. 20.0 K 4.90 0.5 Pt 16.66 NODE 31 B Q= .20..0 F=T ,3.0 C=I150 Pe 0.00 K= D=0.874 .3.5 0.2095 Pf 0.73 K= 20.00/( 17.39 2, - t 17.39 K= 4.80 1 'q= .20 .0 K= 4 90 2.1 Pt 16 66 NODES 33, --C•. Q= 20.0 F=ET 10.0 C= 150 Pe 0.00 K= Q/(P)... . -. . . .:D= -0.874 .. .12.1 ;0.2095 Pf 2.53 K 20.00/( 19.19..) - • 2. ,. • .": • . .1 Pt 19.19. K= 4.57. . eardProvencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 139 Sprinkler System Analysis HOMEWOOD SUITES - HYDR AREA 9 TOTAL FLOW AVAILABLE: Static Pressure 100.0PSI BUFFER ALLOWED: 10' % Residual Pressure 95.0PSI at Discharge of 680 GPM NODE ELEVATION SPRK PRESSURE DISCHARGE 'NO. FEET COEF PSI GPM -------------------------------------------------------------------VERSION 3.0-- 29.5 '' 40.9 28.9 40.6 1.3 28.9 . 40.6 29.5 40.3 ' 5 . 28.9 40.6 28.9 40.6 29.5 40.3 18 295 402 295 - 402 28.9. 39.9 . TT'ii. 27.7 40.4 -42 - 27.7 .:. . 404 28.5 40.0 28.2 40.2 'l5 282 402 4L6 285 400 "TA1 277 404 cL8 28.5 40.0 i 29.5 - 39.6 20 27.7 39.7 28.5 .. . 39.3 28.2 . 39.5 7.23 27.7 39.7 Q4 28.2 39.5 27.7 397 6 29.5 38.9 29.5 38.9 28 28.9 4.20 14.6 16.0 72 9 27.7 4.53 19.7 20.1 H --"o 28.5 5.60 21.1 25.7 31. 27.7 4.80 23.4 23.2 -32 . 28.2 24.5 • .33 ' 27.7 26.6 -• .4 28.5- • - 28.7 28.2 28.8 27.7 29.8 37, 29.5 37.7 38 29.5 40.2 39 19.3 45.4 40 19.3 .45.4 41 19.3 45.0 42 19.3 44.9 43 19.3 45.0. 44 19.3 . .45.0 45 19.3 45.0' 46 ' 9.6 49.8 eard.Provencher & Associates,-Inc-.-,714-283-1100 Date: .1O-11-06 Sheet HOMEWOOD SUITES - HYDR AREA 9 .' NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF -' PSI GPM 47 8.6 51.4 48 8.6. 51.4 49 8.6 51.4 50 8.6 51.4 51 9.1 51.2 52 . 9.6 '- -----51.0 - - - 53 9.6 51.0 - 54 . 8.0 51.7 - 55 9.'i 51.3 56 9.6 " . 51.1 . 57 9.'6-' 51.1 58 9.1 . 51.3 59 51.3 - 60 9.6 ' ' 51.1 . . '• 61 .9 .6 51.1 62 9.6 1 ' 51.2 63 . 9.1 ' 51.1 . 64 9 .50.8 65 9.6 . . 50.8 66 9.1 50.8 67 . 9/17' 68 .. 9.6-. 50.6 ' 69 -9.6 50..6 .70 ' 9.6- 49.9 71 - 8.6 .50.3 72 8.0 : .50.5 73 . 9.1 50.0 74 9.6 49.8 75 9.6 . . .49.8 76 8.8 49.8 77 . 8.0' - :501 78 8.0 50.1 79 8.0 . ' 150.1 80 ' 8.8 .49.7 81 8.0 50.1 82 8.0 ' :50•1 ' 83 . 8:8 49.8 -' 84 . 8.0 ' ' 50.1 - . -- 85 8.0 ' 50.1 .86 . 8.8 49.7 -. 87 8.0- ' .50.1 88 8.'0 . 50.1 89 8.8 49.7 90 8.0 50.1 91 '8.0 50.1 92 ' 8.8 49.7 93 8.0 . 50.1 94 ' 8.8 . 49.7 95 . 7.5 50.3 96 8.8 49.7 97 8.0 . 50.1 98 7.5 50.3 .eardLProiencher & Assodi&tes, Inc.714-283-1100 Date::1O-I1O6 ;. Sheet 141 HOMEWOOD SUITES - }DR AREA 9 NODE ELEVATION SPRK PRESSURE DISCHARGE N. FEET COEF PSI GPM 99 8.8 - - 49.7 lob 8.8 49.7 10. 8.8 49.7 102 8.0 50.0 103 8.8 49.7 1051 7.5 . 50.2 105 7.5 50.2 106 8.8 49.7 10 10.6 48.9 10 10.6 48.9 109 20.2 . 44.7 hO 20.2 . 44.7 20.2 - 44.7 11 20.2 44.7 19.8 44.9 .114 12.0 48.3 If . ,.. 12.0 48.3 9 .. 21.6 -- - 44.1 h1 . •21.6• 44.1 . 11 . 21.6 . 44.1 . . -- .i1 .. .21.6 . 44.1 129 19.8 . 44.9 12 . 10.6 48.9 -. 10.6 48.9 12 20.2 . 44.7 . 124 . 20.2 . . - 44.7 125 20.2 44.7 12 20.2 44.7 12 19.8 . 44.9 . 12 19.8 44.9. 12 8.8 49.7 •. - 13 8.8 . 49.6 131 . . - 7.5 50.3 13. 7.5 50.3 13 7.5 50.3 13. 8.8 . 49.7 135,7.5 50.3 136 7.5 50.3 137. . - 8.8 49.7 13 8.5 .49.8 13 7.5 ••. 50.3 8.5 49.8 -- 141 8.8 49.7 . 142 7.5 143 8.5 49.8 . 144 7.5 50.3 145 8.5 49.8 145 8.8 49.7 147 • 8.8 49.7 14.3 . 9.6 49.4 149 8.0 50.1 150 8.0 50.1 eard!Provencher & Associates ,Inc. 714283-1100-Date:.-10711-06 Sheet.i42 HOMEWOOD SUITES -HYDR AREA 9 NODE ELEVATION SPRK PRESSURE DISCHARGE -: NO. FEET COEF PSI GPM 151 7.3 504 152 8.0 - 50.1 = 153 8.0 50.1 154 7.3 - 50.4 155 7.3 50.4 156 9.6 49.6 157 9.6 51.4 158 1.0 55.4 159 0.0 558 100.0 Hydrant Flow 160. 0.0 559 161 0.0 55-.9 162 0.0 55;9 163. 0.0 559 - 164 0.0 55!9 -y 165. 0.0 619 Supply Point -- - 166 8.0 51T6 .167 .9.6 -. 50.9 - . eard'Proencher & Associates, Inc-.714--283-1100 Date:-10-11-06 Sheet 143 HOMEWOOD SUITES - HYDR AREA 9. PIPE. FLOW . K-FACTOR LENGTH . FRICTION PRESSURE .. -. No .: GPM FITTING TYPE •FTG t LOSS PSI DIAMETER TOTAL---PSI/FT NOTES -.Beard --------------------- VERSION 3.0-- 4 q= 0.0 K= 0.00 181.5 Pt 40.3 Pt .40.3 1 Q= 16.0 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6D= 2.003 211.5 0.0025 Pf 0.5 Pn 40.3 Pt 40.9 ------------------------------------Beard----------------------------------- 7 q= 0.0 K= 0.00. 9.8 Pt 40.3 Pt 40.3 4. • Q= 16.0 F=RR . 2.0 C= 150 Pe 0.0 Pv -0.0 1Vf/s= 1.6 D= 2.003 11.8 0.0025 Pf 0.0 Pn 40.3 Pt 40.3 ----------------- ------------------- Beard ---------- -------------------- - q= 0.0 K= 0.00 15.2 -- - : Pt 40.2 Pt 40.2 7 .. Q= 16.0 F=T3R 13.0 C= 150 Pe 0.0 Pv -0.0 -. - .1.6 D= 2.003 28.2 L.0.0025 Pf 0.1 Pn 40.2 7 . .. Pt 40.3 ------------------- . . -Beard --------------------- -- --- - - - - - - - - 9 q= 0.0 K= 0.00 r 214.7 Pt 40.2 Pt 40.2 8 1 Q= 1.6 F=2T20R 40.0 C= 150 Pe 0.0 Pv -0.0 1f /s= .0.2 D= 2.003 254.7 0.0000 Pf 0.0 Pn 40.2 • Pt 40.2 -Beard ------------------------ ---------- ---------- ---- ----- q=. 0.0 -- ------- K= 0.00 . 51.8 Pt 39.6 Pt 39.6 9: Q= 33.5 F=T5R 15.0 C= 150 Pe . 0.0 Pv -0.1 Vf/s= 3.4 D= 2.003 66.8 0.0096 P f 0.6 Pn 39.5 - • P 40.2 ------------------------------------Beard---------------------------------- 27 q=. 0.0 K= 0.00 65.0 Pt 38.9 Pt 38.9 19 Q= 33.5 F8R 8.0 C= 150 Pe 0.0 Pv -0.1 -:Vf/s 3.4 D= 2.003 • 73.0 0.0096 Pf 0.7 Pn 38.8 19 Pt 39.6 . -----------------------------------Beard---------------------------------- 7 q= 0.0 K= 0.00 100.4 Pt 37.7 Pt 37.7 27 Q= 33.5 F=E11R •• 22.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.4 D= 2.003 122.4 0.0096 Pf 1.2 Pn 37.6 27 • Pt 38.9 ------------------------------------Beard---------------------------------- 28 q= 16.0 K= .4.20 10.5 Pt 14.6 Pt 14.6 28 Q= 16.0 F=3ER 22.0. C= 150 Pe 0.5 Pv -0.5 Vf/s= 8.6 D= 0.874 32.5 0.1400 Pf 4.6 Pn 14.1 q= 20.1 K= 4.53 5.0 Pt 19.7 Pt 19.7 29 Q= 36.1 F=T • 3.0 C= 150 Pe -0.2 Pv -2.5 Vf/s= 19.3 D= 0.874 8.0 :0.6297 Pf 5.0 Pn 17.2 32 .Pt 24.5 -----------------------------------Beard------------------------------------ 30 q= 25.7 K= 5.60 . 3.1 Pt 21.1 Pt 21.1 30 • Q= 25.7 F=2ER 15.0 C= 150 Pe 0.3 Pv -0.5 Vf/s= 8.7 D= 1.101 18.1 0.1087 Pt 2.0 Pn 20.6 'eardProvencher & Associates, mc.- 714-283-1100 .Date:-10--.11-06. Sheet -144 HOMEWOOD SUITES -HYDRAREA9 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE . 1: NO. NODE GPM FITTING TYPE FTG 'LOSS '.PSI NO. DIAMETER TOTAL . PSI/FT - - -NOTES ---------------------------------------- Beard --------------------- VERSION3.0-- 31 q= 23.2 ,K= 4.80 2.7 Pt '23.4 Pt 23.4 31 0= 48.9 F=R 1.0 C= 150 Pe '-0.2 Pv -1.8 Vf/s= 16.5 D= 1.101 3.7 0.3583 Pf 1.3 Pn 21.5 32 q= 0.0 K=. 0.00 0.9 - Pt 24.5 Pt 24.5 32 .0= 85.0 F=R 1.0 C= 150 Pe 0.2 Pv -5.5 Vf/s= 28.7 D= 1.101 1.9 0.9981 Pf -1.9 Pn 19.0 • 33 q= 0.0 K= 0.00 6.7 Pt 26.6 Pt 26.6 33 - Q= 85.0 F=R Lb C= 150 Pe -0.2 Pv -2.1 Vf/s= 17.9 D= 1.394 7.7 0.3151 Pf 2.4 Pn 24.4 35 . Pt 28.8 ---------------------------------:-Beard--------'--.T----------- • 35 q=. 0.0 K= 0.00 1.3 Pt 28.8 Pt 28.8 35 Q= 85.0 F=R 1.0 C= 150 Pe -0.2 Pv -2.1 Vf/s= 17.9 D=.1.394 .. 2.3 .0.3205 Pf 0.7 Pn 26.7 . 36 q= 0.0 K= 0.00 17.7 Pt 29-.8 Pt 29.8 2- 36 Q= 85.0 F=3ETR ' 36.0 C= 150 Pe -0.8 Pv -1.2 Vf/s= 13.6 D= 1 598 537 0.1626 Pf 87 Pn28 5- • 37q 0.0 K 0.00 963 Pt 37.7 Pt 37.7 . 37 Q= 51.5 F=T11R 21.0 '- C= 150 Pe 0.0 Pv -0.2 - C. Vf/s= 5.2.D=-2.003 117.3 0.0214 Pf 2.5 Pn 375 38 q= 0.0 K= 0.00 2.0 • Pt 40.2 Pt 40.2 38 Q= 14.4 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 12.0 0.0020 Pf '-0.0 Pn 40.2 . .8 Pt 40.2 ----------------------------------- Beard ---------------------------- - lq= 0.0 K= 0.00 11.6 Pt '40.9 Pt 40.9t 39 Q= 16.0 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 Vf/s= 1.6 D= 2.003 32.6 .0.0025 Pf 0.1 Pn 40.8 39 • Pt 45.4 -----------------------------------Beard-------------------------------- 9 q= 0.0 K= 0.00 11.6 • Pt '40.2 Pt 40.2 40 Q= 31.9 F=ET 21.0 C= 150 Pe 4.4 Pv -0.1 Vf/s= 3.2 D= 2.003 32.6 0.0088 Pf 0.3 Pn 40.2 42 . . 1 Pt 44.9 38q= 0.0 K= 0.00 11.6 ------------------------Beard--------------:--------------------- ••- '.Pt'40.2 Pt 40.2 - .............- -• 41 Q= 37.1 F=ET 21.0 C= 150 Pe 4.4 Pv -0.1 Vf/s= 3.8 D= 2.003 32.6 0.0117 Pf 0.4 Pn 40.1 45 Pt 45.0 -----------------------------------Beard 40 q= 0.0 K= 0.00 1.4 Pt 45.4 Pt 45.4 42 Q= 11.5 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 2.003 11.4 0.0013 Pf 0.0 Pn 45.3 39 Pt 45.4 -----------------------------------Beard---------------------------------- -' -. Beard1 Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 145 HOMEWOOD SUITES - HYDR AREA 9 -- - - - - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO .NODE GPM FITTING TYPE '-FTG LOSS PSI NO. DIAMETER TOTAL::: PSI/FT NOTES ----------------------------------------Beard --------------------- VERSION -3.O--. 41 q= 0.0 K= 0.00 206.5. Pt 45.0 Pt 45.0 431 Q= 11.5 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.2 D= 2.003 241.5 0.0013 Pf 0.3 Pn 45.0 40 Pt 45.4 Beard ---------------------------------- ----- , -- 43 q= --- 0.0 -- ------ K= 0.00 ----- 214.7 Pt 45.0 Pt 45.0 44 • Q= 5.3 F=TT 20.0 C; 150 Pe 0.0 Pv -0.0 .: Vf/s= 0.5 D= 2.003 234.7 0.0003 Pf 0.1 Pn 45.0 - 41 Pt -45.0 ------ ------------------ ------- Beard ---- ------------------------------- ----- -- :j. 42 q= 0.0 K= 0.00 1.4 Pt 44.9 Pt 44.9 .45 Q= 9.2 F=T 10.0 £= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 2.003 11.4 0 0009 Pf 0.0 Pn 44 9 1 -i 43 q= 0.0 K= 0.00 316.3 Pt 45.0 Pt 45.0 46 Q= 3.9 F=3T35R 65.0- C= 150 Pe' 0.0 Pv -0.0 - Vf/s= 0.4 D= 2.003 - 381.3 0.0002 Pf 0.1 Pn 45.0 44q= 00K; 000 20 - Pt --45.0 Pt 450 47J Q= .6.2 F=T - 100-C=150lPe 0 .0 --.Pv -00 1 Vf/s= 0.6D=2.003 12.0 0.0004 Pf 0.0 Pn 45.0 -- 41 Pt-45.0:. ---. ----------------- Beard----------------------------------- 45 q=I 0.0 K= 0.00 1.4_ . Pt -45..0 Pt 45.0:; ... H. 48. Q= 2.3 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 . 0.2 D= 2.003 11.4 0.0001 Pf 0.0 Pn 45.0 44 . Pt 45.0 39 q=. 0.0 K= 0.00 -----------------------------------------Beard---------------------------------- 11.2 Pt 45.4 Pt 45.4 49 Q= 27.5 F=ET 21.0 C=150 Pe 4.2 Pv -0.1 Vf/s= 2.8 D= 2.003 32.2 0;0067 Pf 0.2 Pn 45.3 :. 46 -..• . . Pt 49.8 . . ----i---------------------- -------------- -Beard---------------------------------- 42 q= 0.0 K= 0.00 11.2 Pt 44.9 Pt 44.9 50. Q= 22.6 F=TT 20.0 C= 150 Pe 4.5 Pv -0.0 Vf/s= 2.3 D= 2.003 31.2 0:0047 Pf . . 0.1.Pn 449 -130 - . Pt--49.6 -.. ---------------------------------------- Beard --------------------------------. 45 q= 0.0 K= 0.00 . 11.2_ Pt 45.0 Pt 45.0 . 51I 0= 34.9 F=ET • --21.0- C= 150 Pe- 4.2 Pv -0.1 3.6 D= 2.003 32.2. 0.0104 Pf: 0.3 Pn 44.9 L- 156 Pt 49.6 ----------------------------------------Beard---------------------------------- 46 q= 0.0 K= 0.00 156.2 Pt 49.8 Pt 49.8 52 Q= 27.5 F=15R 15.0 C= 150 Pe 0.0 Pv. -0.1 Vf/s= 2.8 D= 2.003 171.2 0.0067 Pf 1.1 Pn 49.7 . 167 Pt 50.9 ---------------------------------------Beard---------------------------------- I - eardProvencher & Associates, Inc714-283-1100 Date:1011-06"--Sheet- 146- 'HOMEWOODSUITES -HYDR AREA 9 PIPE FLOW K-FACTOR LENGTH: FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG .'. LOSS PSI NO. DIAMETER TOTAL PSI/FT -- '' '-' NOTES` ----------------------------------------Beard---------------------VERSION 3.0-- 167 q= 0.0 K= 0.00 5.6 -. Pt 50.9 Pt 50.9 54 Q= 27.5 F=2R 2.0 C= 150 Pe 0.0Pv -0.1 Vf/s= 2.8 D= 2.003 7.6 0.0067 Pf 0.1 Pn 50.9 53 . Pt 51.0 ---------------------------------------- Beard ---------------------------------- 53 q= 0.0 K= 0.00 . 7.5 - Pt Pt 51.0 Pt 51.0 61 Q= 27.5 F=3R - 3.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 2.8 D= 2003. - 10.5 0.0067 Pf 0.1 Pn 50.9 57 Pt 51.1 -----------------------------------------Beard----------------------------------- 57 q= 0.0 K= 0.00 8.5 Pt 51.1 Pt 51.1 65 Q= i27.5 FR : 1.0 C= 150 Pe .0.0 Pv -0.1 Vf/s=. 2.8 D= 2.003- . 9.5 t 0.0067 Pf 0.1 Pn' 51.0 61 ' . Pt 51.1 --..---.---- --Beard---------------------------------- 61 q= 0.0 K=.0.00L - 4.6 Pt 51.1 Pt 51.1 . 69 Q= 27.5 F=T 10.0 C150 Pe 0.0 Pv. -0.1 -- - ' Vf/s= 2.8 D= 2.003 14.6 0.0067 Pf 0.1 Pn 51.1 62 . , Pt' 51.2 . . . -------------- Beard------------------------ 65 q= 0.0 K= 0.00 .- 3.51 Pt. 50.8 Pt 50.8 P 70 •" Q= 57.5 F=TR -.- 11.0- C= 150 Pe 0.0 Pv -0.2 'Vf/s= 5.9 D= 2.003-' ' ' ' 14.5' 0.026? Pf 0.4 Pn 50.6 P --- . - -.62 . Pt 51.2 ------------- -------------- -------------- Beard ---------------------------------- 6.9 q= 0.0 K= 0.00. 6.3 Pt 50.6 Pt 50.6 73 Q= 57.5 F=RR 2.0 C= 150 Pe 0.0 Pv -0.2 - Vf/s= 5.9 D= 2.003 ' 8.3- 0.0262 Pf 0.2 Pn 50.4 ----'* 65 39 Pt 50.8 70 q= . 0.0 K= 0.00 14.5 -------------------------------Beard----------------------------------- Pt 49.9 Pt 49.9 77 Q= 57.5 F=T3R, - 13.0 , C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.9 D= 2.003 27.5 0.0262 Pf 0.7 Pn 49.7 69 . Pt 50.6 ----------------------------------- -:_.._Beard ----------- ---------------- -------- 75 q= 0.0 K=" 0.00 31.6 '-' Pt 49.8 Pt 49.8 '- 78 Q= 14.7 F=SR - - - 5.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 - 36.6 0.0021 Pf 0.1 Pn 49.8 70 . . - . - Pt 49.9- ----------------------------------------Beard----------------------- 76 q= 0.0 K= 0.00 135.3 : ' Pt 49.8 Pt 49.8 83 Q= 14.7 F=2E2T15R . 57.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 1.5 D= 2.003 192.3 0.0021 Pf 0.4 Pn 49.7 75 Pt 49.8 -----------------------------------------Beard-------------------------------- 83 q= 0.0 K= 0.00 0.9 Pt 49.8 Pt 49.8 - 84 Q= 14.7 F=R - 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 1.9 0.0021 Pf 0.0 Pn 49.7 76 , Pt 49.8 - ----------------------------- Beard---------------------------------- eard'Provencher & Associates, Inc.--714-283'-1100' Date -'10-11-06 Sheetl 147 HOMEWOOD SUITES - HYDR AREA 9 - - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE - NO.NOE GPM FITTING TYPE FTG LOSS PSI - NQ. DIAMETER TOTAL PSI/FT . NOTES. -----' -Beard --------------------- VERSION 3.0-- 77 q= 0.0 K= 0.00 9.0 Pt 50.1 Pt 50.1 85. Q= 1.7 F=R . 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 1.101 10.0 0.0007 Pf 0.0 Pn 50.1 7é q= 0.0 K= 0.00. 7.5 .....Pt 50.1 Pt 50.1 - 86 Q= 1.7 F=R 1.0 C= 1.50 Pe 0.0 -Pv -0.0 0.6 D= 1.101 8.5 0.0007- Pf '0.0 Pn 50.1 7q= 0.0 K= 000 33 Pt 50.1 Pt 501 87 Q= 1.7 F=T 5.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.6 D= 1.101 8.3 0.0007 Pt 00 Pn 50.1 ---- * - 80 q= 0.0 K= .0.00 10.7 Pt :49.7cpt 49.7 88 .1 Q= 1.7 F=R 1.0 C= 150 Pe 0.3 Pv -0.0 .\Jf/ 0.6 D=.1.101 11.7 -0.0007 Pf -0.0Pn .. q= 0.0 K-0.00 6.8 -. ' .. Pt ----- . -50.1 . Pt 50.1 :--- Q= . 1.7 F=R 1.0 C=.150 Pe . 0.0Pv -0.0 . V/s= - 0.6 D= 1.101 7.8 -0 0007 Pt 0.0 Pn 50.1 84 q= 0.0 K= 0.00 4.5 Pt Pt 50.1 ----- 90 - Q= 1.7 F=T 50 C=150 Pe _0T3 Pv -0.0 Vf/s= 0.6 D= 1.101 9.5 0.0007 Pt 0.0 Pn 50.1 83 - -.. . Pt 49.8 ----.-Beard ------------------------------- 8.q= 0.0 K= 0.00 5.8 . Pt .49.7 Pt 49.7 91 Q= 13.0 F=R 1.0 C=-150 Pe 0.0 Pv -0.0 1.. V/s= 1.3 IJ= 2.003 6.8 0.0017 Pt 0.0Pn 49.7 . Pt 49.8 . . ----- -------------------------------- 7Beard ----------------------------------- -- 89 q= 0.0 K= 0.00 10.8 Pt 49.7 Pt 49.7 94 Q= 13.0 F=R 1.0 C=150 Pe 0.0 Pv -0.0 V4/s= 1.3 D= 2.003 11.8 0.0017 Pt 0.0 Pn 49.7 .. - 86 Pt 49.7 ----- ------------------------ -----------Beard ---------------------------------- 10 1 q= -. 0.0 K= 0.00 9.0 Pt 49.7 Pt 49.7 97 -' Q= 13.0 F=R 1.0 C= 150 Pe -0.0 Pv -0.0 Vf/s= 1.3 D= 2.003 10.0 0.0017 Pt -0.0 Pn 49.7 Pt 49.7 -----------------------------------------Beard----------------------------------- - - 100 q= 0.0 K= 0.00 5.9 - Pt 749.7 Pt 49.7 108 Q= 1.7 F=T 5.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.6 D= 1.101 10.9 0.0007 Pt 0.0 Pn 49.7 77 Pt 50.1 ---------------------------------------Beard---------------------------------- 101 q= 0.0 K= 0.00 23.6 Pt 49.7 Pt 49.7 109 • Q= 1.7 F=2ET 32.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 55.6 0.0000 Pf 0.0 Pn 49.7 100 Pt 49.7 ---------------------------------------Beard---------------------------------- I, ,.. Beard Provencher& Associates, Inc-.-714-283-1100 HOMEWOOD SUITES - HYDR AREA 9 PIPE FLOW K-FACTOR LENGTH. FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL :PSI/FT NOTES;-- ---------------------------------------Beard----------------------VERSION 3.0-- 103 q= 0.0 K= 0.00 4.7 Pt 49.7 Pt 49.7 110 Q= 14.7 FR 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 5.7 0.0021 Pf 0.0 Pn 49.7 101 Pt 49.7 ---------------------------------------Beard----------------------------------- 106 q= 0.0 K= 0.00 5.7 Pt 49.7 Pt 49.7 112 Q= 14.7 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 6.7 0:0021 Pf 0.0 Pn 49.7 103 Pt. 49.7 ---------------------------------------Beard---------------------------------- 129 q= 0.0 K=--0.00 4.3 Pt 49.7 Pt 49.7 115. Q= 14.7 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.5 D= 2.003 5.3 0.0021 Pf 0.0 Pn. 49.7 .. 106 . Pt 49.7 ------------------------------------------Beard----------------------------------- 130 q= 0.0 K= 0.00 7.5 Pt 49.6 Pt 49.6 138 Q= 14.7 F=T - - - 10.0 C= 150 Pe 0.0Pv -0.0 T Vf/s= 1.5 D= 2.003 17.5 0.0021 Pf 0.0 Pn 49.6 • - 129 . . Pt 49.7 7. - -------------------------------------------Beard---------------------------------- 130 q= . 0.0 K= 0.00 . 51.8 ..Li . Pt. 49.6 -Pt" 49.6 139 Q= 8.0 F=TTEE1OR 520 Cz 150 Pe -0.3 Pv -0.0 Vf/s= 0.8 D= 2.003 103.8 0:0007 Pf 0.1 Pn. 49.6 148.) . ., . Pt 49.4 - ---------------------------------------Beard---------------------------------- 148 q= 0.0 K= 0.00 19.1 Pt 49.4 Pt 49.4 157 Q= 8.0 F=3R 3.0 C= 150 Pe 0.7 Pv -0.0 . ...- Vf/s= 0.8 D= 2.003 22.1 0.0007 Pf 0.0 Pn 49•4 . -• ---------------pa. 149 q= 0.0 K= 0.00 16.0 - - Pt 50.1 Pt 50.1 158 Q= 8.0 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D= 2.003 18.0 0.0007 Pf 0.0 Pn 50.1 150 q= 0.0 K= 0.00 16.0 Pt 50.1 Pt 50.1 159 Q= 8.0 F=RR 2.0 C 150 Pe 0.3 Pv -0.0 Vf/s= 0.8 D= 2.003 18.0 0.0007 Pf 0.0 Pn 50.1 151 q= .0.0 K= 0.00 16.0 . Pt 50.4 Pt 50.4 160 Q= 8.0 F=RR 2.0 C= 150 Pe -0.3 Pv -0.0 . Vf/s= 0.8 D= 2.003 18.0-0.0007---Pf -0..0-Pn- 50.4 .---...- 152 q= 0.0 K= 0.00 16.0 Pt 50.1 Pt 50.1 161 Q= 8.0 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D= 2.003 18.0 0.0007 Pf 0.0 Pn 50.1 153 q= 0.0 K= 0.00 16.0 Pt 50.1 Pt 50.1 162 Q= 8.0 F=RR 2.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.8 D= 2.003 18.0 0.0007 Pf 0.0 Pn 50.1 eardProvencher& Associates, Inc -714-283-1100 .Date: 10-11--06- Sheet149: At HOMEWOOD SUITES - HYDR AREA 9.: -; PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NUDE GPM FITTING TYPE FTG LOSS _PSI NO. DIAMETER TOTAL -PSI/FT NOTES ------------------------------------- Beard --------------------- VERSION3.0-- 154 q= 0.0 K=.0.00 14.7 Pt 50.4 Pt 50.4 163 Q= 8.0 F=RR 2.0 C=150 Pe 0.0 Pv -0.0 Vf/s= 0.8 D=2.003 16.7 0.0007 Pf 0.0 Pn 50.4 155 q= 0.0 K= 0.00 125:5---- Pt 50.4 Pt 50.4 164 Q= 8.0 F=ET16R 37.0 C= 150 Pe -1.0 Pv -0.0 Vf/s= 0.8 D=2.003 162.5 0.0007.1 Pf - 0.1 Pn 50.4 i6.q=. 0.0 K=, 0.00 2.0 Pt 49.6 Pt 49.6 165 -1 Q= 42.9 F=TT 20.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 4.4 D= 2.003 22.0- 0.0152 Pf 0.3 Pn 49.4 - .70 -. - - Pt .49.9 -S - - -Beard----------------------------- 62 q= 0.0 K=----0.00 22.0 Pt 51.2 Pt 51.2 166 Q= 85.0 F=.--.. -.. 0.0 C= 150 Pe 0.0 Pv -0.1 (Tf/s= 4.0 D=2.952 22.0 0.0082 Pf 0.2 Pn 51.1 .. 157 q= 0.0 ------------------ ---..... K=-" -0 -00 . 13.2 -- Pt 51.4.Pt 51.4 167 Q= 85.0 F=LLL ., 21.8!C= 120 Pe 3.7 Pv -0.1 3.2 D 3.'314 0070 Pf 02-Pn 51 3 ---------------------- I 18 q 0.0 K:.0.-00 600 Pt 55:4Pt 55.4 '2 ; 168 Q= 85.0 F=6LGT . 155.8 C=150 Pe 0:4 Pv -0.0 Vf/s= 0.9 D= 6.280 - 215.8- 0.6002 Pf 0.0 Pn 55.4 ---------------- 159 q= 100.0 ADD HYD FLOW 256.0.. Pt 55.8 Pt 55.8 169 Q=105.1F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.7 D= 7.970 . 329.9 0.0001 Pf 0.0 Pn 55.8 ----------------------- 55---9--------------- 1 0 q= 0.0K= 0.-00 82.0 - - . Pt 55.9 Pt . 170 9 Q= 97.7 F=GGT 61.1 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D=7.970 143.1 0.0001 Pf 0.0 Pn 55.9 11 q= 0.0 K= 0.00 250.0 Pt 55.9 Pt 55.9 171 .1 Q= 97.7 F=GT 80.2 C=150 Pe 0.0 Pv -0.0 ; Vf/s= 0.4 D= 9.780 330.2 0.0000 Pf - 0.0 Pn 55.9 - 165 . <<<<<<<< Supply point >>>>>>>> Pt 55.9 - FIXED DEVICE: Double Detector Check Valve Pf --6.0 NOTE: Fixed TOTA5L REQUIRED INCLUDING FIXED PRESSURE --LOSS Pt 619" pressureradded. Pt --------------------------------------Beard---------------------------------- 160 q= 0.0 K= 0.00 580.0 Pt 55.9 Pt 55.9 172 Q= 7.3 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.0 D= 7.970 628.3 0.0000 Pf 0.0 Pn 55.9 162 Pt 55.9 -------------------------------------Beard---------------------------------- 159 q= 100.0 ADD HYD FLOW 480.0 Pt 55.8 Pt 55.8 173 Q= 80.0 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.5 D= 7.970 553.9 0.0001 Pf 0.0 Pn 55.8 eard'Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 150 HOMEWOOD SUITES - HYDR AREA 9 PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE - -' NO. NODE GPM FITTING TYPE FTG LOSS PSI' NO. DIAMETER TOTAL :PSI/FT TTNOTES -----------------------------------------Beard---------------------VERSION 3.0--. 162 q= 0.0 K= 0.00 132.0 Pt -55.9 Pt 55.9 174 Q= 87.3 F=G 5.7 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 7.970 137.7 0.0001 Pf 0.0 Pn 55.9 --------------- 163 q= 0.0 K= 0.00 85.0 - - Pt 55.9 Pt: 55.9 -- 175 Q= 87.3 F=LGT 103.5 C= 150 Pe 0.0 Pv -0.0 - Vf/s= 0.4 D= 9.780 188.5 0.0000 Pf Pn 55.9 164q= 0.0 K= 0.00 630.0 Pt 55.9 Pt 55.9 176 Q= 87.3 F=TG 82.6 C= 150 -Pe 0.0 Pv -0.0 Vf/s= 0.3 D=11.630 712.6 0.0000 Pf 0.0 Pn 55.9 165 •<<<<<<<< Supply point >>>>>>>> Pt 55.9 a FIXED DEVICE Double Detector Check Valve- Pf 6.0 NOTE: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt -61.9 pressure added. ---Beard-----------------------:-.-. ---- - - - - _--•; •-•- - - - - - - -.- Beard:Provencher & Associates, Inc 714-283-1100 Date 10-11-06 Sheet 151 * HYDRAULIC DESIGN INFORMATION SHEET * Name HOMEWOOD SUITES (HYDR AREA 9A) Date '10-11-2006 Location 6100 YARROW DRIVE CARLSBAD, CA System No. - - Building _Drawing No. FP5 _- Contractor APEX FIRE PROTECTION, INC. _(818)266-9151 Contract No. D3356 Construction: COMBUSTIBLE *NON-COMBUSTIBLE Ceiling Ht. 29.0 ft: Occupancy GUESTROOM(ACCESSIBLEKING)PROOF CALC __-- S : NFPA 13: *LtHaz ** Ord.Haz. Gr._1_2_3 ** Ex.Haz._1_2:. Y : NFPA: 13D 13R -_231 231C - Figure Curve S : :Other (Specific ruling) -T : Aithority having Jurisdiction CARLSBADFIREDEPT E ------------------------------- : --- M Area of Sprinkler operation 4HDS : ** SYSTEM TYPE Density .10 -:, * Wet _Dry _Deluge _Pre-Action ID : Area per sprinkler 256 E : Hose allowance GPM: inside : ** SPRINKLER or NOZZLE ** S : Hcse allowance GPM: outside '100 :-Make TYCO _-- Model I,FII-RES Rack sprinklers allowance --: Orifice Size 7/16" K-Factor _4.9- : Temperature rating 155 _deg. - - N : ========================================= - . - CALCULLATION GPM required92.6 PSI required 53.3 at base of A.S.Riser - SUMMARY i GPMrequired 192.6 PSirequired 59.8 -at point of supply. C-Factor used: overhead 120 Underground _150 : = --------------- A : *** WATER FLOW TEST ** PUMP * TANK * WELL ** T E : Test Date APR 2005 Pump Capacity N.A. R : Static PSI 100 : Pump Pressure -. Residual PSI 95 Pump Elevation S : GM Flowing 680 : Tank Capacity N.A. _- Eltevation Grade :.Tank Elevation P : - : Well Proof Flow N.A. P : L : Location Point of connection - Y :,Source of information _WESTCOAST FIRE PROTECTION ----------------- Comodity - O : Ldcation _: Class___________ M Storage Height _: Aisle width _: Area____________ M :.Storage Method: Solid piled _- Palletized _% Rack % O : PJfstics - - :H --------------------------------- T : : _Single row _Conventional pallet _Automatic storage _Encapsulated Y : _Double row _Slave pallet _Solid shelving _Non- :R : _Multiple row _Open Encapsulated .5 :A T :C : ** FLUE SPACING IN INCHES ** : CLEARANCE FROM TOP OF STORAGE TO CEILING O :1< : Longitudinal Transverse : ft. _in. R: A : : G : : Horiz. barriers provided - B : ===== ===== =-===--=== ========-================== ====== ==-==--===== == - Beard Provencher &Associates, Inc. 714-283-1100 Date: 10-11-06 Sheet 152 HOMEWOOD SUITES (MDR AREA 9A) -. 90— ................................................................................................ 850 ________ D - 8O— - - P 750 - - ....:............................................. e 650 s -.-. - - 60E S —559 - .: u .r ........,....... 50 e40: .. ......... . 350 - - . . . . ..-- .--. . . . .----." 0 • i -.•a_it:y 30- 250 20—i 15.0 ........................................ ..- 5.0 100 200 300 . 400 500 600 700 800 900 1000 i Water .Flow GPM LETTER - DESCRIPTION A = Static Pressure of 100.0 p s i A.- B = Residual Pressure of 95.0 p.s.i. at 680.0 G.P.M. C = 90.0 percent Static 90.0 p.s.i. D =90.0 percent Residual 85.5 p.s.i. at 680.0 G.P.M. E = Elevation Pressure 12.6 p.s.i. Elev of 29.0 ft. F = Ease of Riser Demand 53.3 p.s.i. at 92.6 G.P.M. G = Point of Conn Demand 59.8 p.s.i. at 192.6 G.P.M. The City Supply provides 99.5 p.s.i. at 192.6 G.P.M. which leaves a buffer of 39.7 p.s.i. at system demand. : : EeardProrencher &.Associates, Inc. 714-283-1l00. Date:-10-11-06 .Sheet?153:..- Sprinkler System Analysis HOMEWOOD SUITES -.HYDR AREA. 9A (PROOF CALC) -TOTAL -FLOW AVAILABLE: Static Pressure 10O.0PSI BUFFER ALLOWED 10 Residual Pressure 95.0-PSI at Discharge - of 680GPM NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM -----------------------------------------------VERSION 3.0-- 1 29.5 38.4 - 2 28.9 38.0•. 31 28.9 38.0' 41 T 29.5 :c' 37.8- 28.9 38.0 28.9 38.0 7.. 29.5 -- T 37.7 - ;- -84 29.5 ' :1 9] 29.5 ' - 10 28.9 37.2-- 27.7 - I- • 37.7 21 27.7 37.7' 13 28.5 37.3- 28.2 -.. .. 37.5 - .- 15 282 375::- - .-- l6 - - 28.5 . 37.3': 17 --: 27.7 37.7 183 - - 28.5 . 37.3 - '.19j . 29.5 . 36.9--; . - 20 . . 27.7 36.9 . -. . 21 28.5 . 365 22 28.2 36.6 - 23! 27.7 36.9 24 28.2 36.6 -251 27.7 36.9-- 2 G 29.5 36.1 " 27j 29.5 36.1 28 . 28.9 19.5 29n, 27.7 4.53 20.0 20.2 301- 28.5 5.60 18.4 24.0 3J. 27.7 4.80 20.5 21.7 32 28.2 - . 21.5 . 27.7 22.9 34 28.5 .60 . --- . 22.4 26.5- 35 . . 28.2 24.2 361- 27.7 25.3 37 . 29.5 34.7 38 29.5 . 37.6 39 . 19.3 .42.9 40 19.3 42.9 41 . 19.3 -. 42.5 42 19.3 42.4 43 19.3 42.4 44 19.3 42.5 45 19.3 42.5 45. 9.6 47.4 S B*eardkProvencher & Associates,. Inc. 714-283-1100 Date:10-11-06.. Sheet 154 HOMEWOOD SUITES - HYDR AREA -9A (PROOF CALC) - NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF sf - GPM 47 8.6 49.2 . .. 48 8.6 49.2 49 8.6 49.2 50 . 8.6 49.2 51 9.1 49.0 .52 9.6 48.8 . --- 53 9.6 •. - •. 48.8 54 8.0 49.5 - 55 9.1 . 49.1 56 9.6 48.8 : 57 9.6 48.8 58 9.1 49.1 59 9.1 49.1k : 60 9.6 48.9: -. - 61 9.6 48.9 62 9.6 . : 49.0 - 63 9.1 . 48.8 ._ 64 9.6 .- . 48.6 65 9.6 .. .. 48.6. . 66 9.1 . 48.5; . 67 9.1 * 48.-5-- 68 - 9.6 - 48.3: 69 9.6 48:3-- 70 . 9.6 . 47.5- 8.6 ...... 47.8. 72 8.0 48.1. 73 9.1 .. 47.6 74 9.6 47.4 75 . 9.6 . 47.4- 76 8.8 47.3: 77 8.0 47.6- 78 8.0 47.6 - 79 8.0 . 47.6 80 8.8 47.2 81 8.0 47.6. 82 8.0 47.6 - 83 8.8 . 47.3 84 8.0 - - 47.6- 85 8.0 . 47.6 86 8.8 ... 47.3. ----• - . .-. 87 8.0 . . 476 . 88 8.0 47:6 89 . 8.8 - 47.2 .90 8.0 47.6 91 . 8.0 4.7.6 92 8.8 . . 47.2 93 8.0 47.6 94 8.8 47.2 95 7.5 47.8 96 8.8 . . 47.2 97 8.0 47.6 98 7.5 . 47.8 4 44 eardProvencher& Associates,V. • HOMEWOOD SUITES - HYDR AREA 9A (PROOFCALC)V- - NODE ELEVATION SPRK PRESSURE DISCHARGE - -NO- FEET ------ COEFPSI GPM --------- 99 8.8 47.2 - 100 8.8 • 47.2 1019 8.8 47.2 102 8.0 47.5 103-,,8.8 47.2 104 7•5-- H :. 47.7 H 105 V •V 47.7 106. 8.8 47.2 - 1071 10.6 . 46.4 . V V 1081-10.6 46.4 1091 20.2 •. 42.2 110i V 20.2 42.2 V lllj .. 20.V.. 42.2 V 112 ;. .. 20.2 V 42.2 4V 113 V V.19.8 V 42.4 - 114 12 0-c-- - 45.8 1151 120 458 21.6------ 41.-6 --. - V 21.6 -- 41.6 .-. 118 21 6 41--6 119 -. 216 416 - 120 198T 424 1211 ___10 6 46.4 - a- - 12 213 10 6 46.4 421.2 123 20.2 124J 20.2 H . 42.2 V 125 20.2 42.2 126 20.2 42.2 127 19.8 V 42.4 V 1281 V 19.8 42.4 - • 1291 8.8 47.2 130 8.8 • V 47.1 V 1314 75 .. 47.8 • 132-'7.5 . 47.8 V . 7.5 47.8 134 8.8 V • 47.2 1357 75 V 47.8 V 136 . 7.5 .. 47.8 137 8.8 47.2 V 138j • 8.5- .. 47.3 -- 139 7•5 T 47.8 140 V 8.5 V.:• 47.3 141 8.8 47.2 142 7.5 47.8 . 143 8.5 47.3 . • 144 7.5 V 47.8 V V V 145 8.5 . 473 . ... V 146 .8.8 47.2 . V 147 8.8 47.2 . V 148 9.6 46.9 . 149 8.0 47.6 150 8.0 47.6 V eard 'Provencher & Associates, Inc-'714-283-1100 Date: 10-11-06 Sheet 156 HOMEWOOIJ SUITES - HYDRAREA9A (PROOFCALC)" NODE ELEVATION SPRK PRESSURE DISCHARGE NO. FEET COEF PSI GPM ------------------------------------------------------------------------------- 151 7.3 47.9 152 8.0 47.6 153 8.0 47.6 154 7.3 47.9 155 7.3 48.0 156 9.6 47.1 157 9.6 49.2 158 1.0 53.3 159 0.0 53.7 -100.0 Hydrant Flow 160 0.0 53.8 161 0.0 53.8 162 0.0 53.8 163 7.. , 0.0- 53.8 164 0.0 :53.8 165 0.0 - 59. 8 Supply Point -s 166 8.0 149.4 - 167 9.6 48.7 eardjjProvencher& Associates, Inc.-714-283-1100 I,Date:10-11-06. Sheet.:157.: HOMEWOOD SUITES- HYDR AREA 9A (PROOF CALC) -- : PIPE . FLOW K-FACTOR LENGTH: FRICTION PRESSURE NO. NbDE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES -------------------------------------Beard---------------------VERSION 3.0-- 1 4 q= 0.0 K= 0.00 181.5--,Pt 37.8 Pt 37.8 1 Q= 17.4 F=T20R 30.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.8 D 2.003 211.5 0.0029 Pf 0.6 Pn 37.8 1 Pt 38.4 --,-.Beard----------------------------------- 7 q= 0.0 K= 0.00 9.8 Pt 37.7 Pt 37.7 4T Q= 17.4 F=RR - 2.0C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.8 D= 2.003 . 11.8. 0.0029 Pf 0.0 Pn 37.7 4 Pt 37.8 -t ------------------------------------Beard------------------------------ 1 8 ----- q= 0.0 K= 0.00 15.2 .. Pt 37.7 Pt 37.7 -. 7 :J Q= 17.4 F=T3R 13.01C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.8 D= 2.003 28.211:0.0029 Pf -0.1 Pn 37.6 1: Pt 37.7 ---Beard--------------------------------------------- ------- - q= 0.0 K= .0.00 214.7 Pt 37.7 Pt 37.7 8 Q= 1.8 F=2T20R -40.0 C= 150 Pe 0.0 Pv -0.0 0.2 D= 2.003. 254.7 0.0000 Pf 0.0 Pn 37.7 Pt 377 - -- - - - - -------------------------------- Beard ---------------------------------- J9 q= 0.0 K= 0.00 51.8 Pt 36.9 Pt 36.9 9 -77,Q= 36.5 F=T5. 15.0 C= 150 Pe 0.0 Pv -0.1 :Vf/s= 3.7 D= 2.003 66.8 0.0113 Pf 0.8 Pn 36.8 Pt 37.7 ------------------------------------Beard---------------------------------- q= 0.0 K= 0.00 65.0 Pt 36.1 Pt 36.1 19 .i Q= 36.5 F=8R 8.0 C= 150 Pe 0.0 Pv -0.1 :yf/s= 3.7 D= 2.003 73.0 0.0113 Pf .0.8 Pn 36.0 9 . . Pt 36.9 - ------------------------------------ - - - - -- - - - - - - - Beard ---------------------- q= 0.0 K= 0.00 . 100.4 . Pt 34.7 Pt 34.7 27 7 Q= 36.5 F=E11R ; 22.0 C= 150 Pe 0.0 Pv -0.1 Vf/s= 3.7 D= 2.003 122.4 0.0113 Pf 1.4 Pn 34.6 27 Pt 36.1 -----------------------------------Beard---------------------------------- 9 q= 20.2 K= 4.53 5.0 Pt 20.0 Pt 20.0 29 il . Q= 20.2 F=T 3.0 C; 150 Pe -0.2 Pv -0.8 Vf/s= 10.8 D= 0.874 8.0 0.2154 Pf 1.7 Pn 19.2 • Pt 21.5 • ------------------------------------Beard . - 30 q= 24.0 K= 5.60 3.1 Pt 18.4 Pt 18.4 30 Q= 24.0 F=2ER 15.0 C= 150 Pe 0.3 Pv -0.4 Vf/s= 8.1 D= 1.101 18.1 0.0961 Pf 1.7 Pn 18.0 --------------- 31 q= 21.7 K; 4.80 • 2.7 Pt 20.5 Pt 20.5 31 Q= 45.8 F=R 1.0 C= 150 Pe .-0.2 Pv -1.6 Vf/s= 15.4 D= 1.101 3.7 0.3172 Pf 1.2 Pn 18.9 eard'Provencher &Asèociates, Inc. 714-283-1100 Date:10-1l-06: Sheet158.. HOMEWOOD SUITES HYDR AREA 9A (PROOF CALC)"TT PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE ' NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT 1_NOTES ---------------------------------------- Beard ------------ ---------VERSION3.0-- 32 q= 0.0 K= 0.00 0.9 Pt 21.5 Pt 21.5 32 Q= 66.0 F=R 1.0 C= 150 Pe 0.2 Pv -3.3 Vf/s= 22.3 D= 1.101 1.9 0.6249 Pf 1.2 Pn 18.1 33 q= 0.0 K= 0.00 6.7 Pt 22.9 Pt 22.9 33 Q= 66.0 F=R 1.0 C= 150 Pe -0.2 Pv -1.3 Vf/s= 13.9 D=aL 1.394 7.7 0.1973 Pf 1.5 Pn 21.6 35 Pt 24.2 ---------- -------- - -Beard---------------------------------- 34 q= 26.5 K= 5.60 2.2 Pt 22.4 Pt 22.4 34 Q= 26.5 F=ET 12.0 C= 150 Pe 0.1 Pv -0.5 Vf/s= 8.9 D=1.101 14.2 !0.1153 Pf 1.6 Pn 21.9.. - 35 q= 0.0 K= 0.00 1.3 Pt 24.2 Pt 24.2 -• 35--- Q= 92.6 FR 1.0C=-150 Pe 0.2 Pv -2.5 Vf/s= 195D=1394 23 03749 Pf 0 .9 Pn 216 36q= 0 .0 K=., 000 177 - Pt 25 .3 Pt 253 - 36 Q= 92.6 F=3ETR 36.0 C= 150 Pe -0.8 Pv -1.5 Vf/s= 14.8 D=-1.5.98 53.7-.- 0.1902 Pf -10 2 Pn 23.8" - 37 q= 0.0 K= 0.00 96.3 Pt 34.7 Pt 34.7 37 Q= 56.1 F=T11R 21.0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 5.7 D= 2.003 117.310.0251 Pf 2.9 Pn 34.5 38 q= 0.0 K= 0.00 2.0 Pt 37.6 Pt 37.6 38 Q= 15.7 F=T 10.0 C=.150 Pe .0.0 Pv -0.0 Vf/s= 1.6 D=2.003 12.0 f0.0024 Pf-0.'0-Pn 37.6 8 Pt 37.7 --------- ---------------------- --Beard ---------------------------------- 1 q= 0.0 K= 0.00 -------- 11.6 Pt 38.4 Pt 38.4 39 Q= 17.4 F=ET 21.0 C= 150 Pe 4.4 Pv -0.0 Vf/s= 1.8 D= 2.003 32.6 0.0029 Pf 0.1 Pn 38.4 39 Pt 42.9 9 q= 0.0 K= 0.00 11.6 -----------------------------------Beard---------------------------------- Pt 37.7 Pt 37.7 40 Q= 34.7 F=ET 21.0 C= 150. Pe 4.4 Pv -0.1 Vf/s= 3.5 D=.2.003 32.6 0.0103 Pf 0.3 -Pn 37.6 42 Pt 42.4 ----------------------------------------Beard---------------------------- 38 q= 0.0 K 0.00 11.6 : Pt "37.6 Pt 37.6 41 Q= 40.4 F=ET 21.0 C= 150 Pe 4.4 Pv -0.1 Vf/s= 4.1 D= 2.003 32.6 0.0137 Pf 0.4 Pn 37.5 45 Pt 42.5 ----------------------------------------Beard----------------------------------- 40 g= 0.0 K= 0.00 1.4 Pt 42.9 Pt 42.9 42 Q= 12.5 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.3 D= 2.003 11.4 0.0016 Pf 0.0 Pn 42.9 .39 Pt 42.9 ----------------------------------------Beard---------------------------------- eard'-Provencher & Associates, Inc.-'714-283-1100 Date:-10-11-06 Sheet -159' - HOMEWOOD SUITES - HYDR AREA 9A (PROOFCALC) PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE - NONOb'E GPM FITTING TYPE FTG - LOSS 55 PSI NO!. DIAMETER TOTAL PSI/FT NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 4]q= 0.0 K= 0.00 206.5 Pt 42.5Pl 42.5 43 Q= 12.5 F=T25R 35.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.3 D= 2.003 241.5 0.0016 Pt 0.4 Pn 42.5 40 Pt 42.9 ----------------------------------------Beard----------------------------------- 43q= 0.0 K= 0.00 214.7 Pt 42.4Pt 42.4 44 10= 5.8 F=TT 20.0 C=.150 Pe 0.0 Pv -0.0 - Vf(s= 0.6 D= 2.003 234.7 0.0004 Pf 0.1 Pn 42.4 41 Pt 42.5 -. '-- •- ---• -------------------------------- Beard ------------- ---------------------- - 42q= 0.0K= 0.00 1.4 Pt -42.4 Pt 42.4 - 45 Q= 10.0 F=T 10.0 C=;150 Pe 0.0 Pv -0.0 -.-VfV/s= 1.0 D= 2.003 11.4 0.0010 Pt 0.0 Pn 42.4 -------------- 0.0 K= 0.00 316.3 Pt• 42.-4 Pt 42.4 - .46 Q= . 4.3 F=3T35R 65.0 ------------------------------------------------------------------------------------ C=:150 Pe 0..0 Pv -0.0 .7 0.4 D= 2.003 381.3 0.0002 Pf 0.1 Pn 42.4- --- --- 44q= 0.0 K= 000 20 - Pt 425 Pt- 425 47 :Q= 6.7 F=T-- • - 10.0 C 150 Pe -0.0 53- 14 i ?r 0.0 IPv vfqs= 0.7 D= 2.003 12.0 0.0005 Pt 0.0 Pn 42.5-- - • - Pt : .42.5r -------------------------------- .-45q= 0.0 ---------------------------Beard-- K= 0.00 . 1.4 Pt 42.5 Pt-42.S 48 . -Q= 2.5 F=T 10.0 C= 150 Pe 0.0 Pv. vf7s= 0.3 D= 2.003 11.4 0.0001 Pt 0.0 Pn 42.5 . 44 .Pt 42.5 ;--- - --- -: - -,-J --------------------------------Beard------------------------ - 39q= 0.0 K= 0.00 11.2 . Pt 42.9 Pt 42.9 49 -- jQ• 30.0 F=ET - 21.0 C=-150 Pe 4.2 Pv -0.1 - - - v . f5(s= 3.0 D= 2.003 32.2 0.0078, Pt 0.3Pn 42.8 46 . . • .. Pt 47.4 -----------------------------------------Beard---------------------------------- 42q= 0.0 K= 0.00 11.2 Pt 42.4 Pt 42.4 50 IQ= 24.6 F=TT 20.0 C= 150 Pe 4.5-Pv -0.0 -------;•• vf7s= 2.5 D= 2.003 31.2 0.0055 Pt 0.2-Pn 42.4 130- . . Pt 47.1 • ----------------------------------------Beard---------------------------------- - .45q= .0.0 K= 0.00 . . 11.2 - Pt 42.5 Pt 42.5 51 ---Q= 38.0 F=ET 21.-0-C= -150 --Pe-. Vf7s= 3.9 - D= 2.003 • 32.2 0.0121 Pf 42.4 156 Pt 47.1 ----------------------------------------Beard---------------------------------- 46 q= 0.0 K= 0.00 • 156.2 Pt 47.4 Pt 47.4 52 Q= 30.0 F=15R 15.0 C= 150 Pe 0.0 Pv -0.1 Vf/s 3.0 D= 2.003 171.2 0.0078 Pt 1.3 .Pn 47.3 167 Pt 48.7 ----------------------------------------Beard----------------------------------- '8 eardProvencher & Associates, Inc.'714-283-1100 Date:-10-11-06 :Sheet 160'. HOMEWOOD SUITES - HYDR AREA 9A (PROOFCALC) PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE • FTG - LOSS PSI NO. DIAMETER. TOTAL PSI/FT NOTESTI:T ----------------------------------------Beard---------------------VERSION 3.0-- 167q= 0.0 K= 0.00 5.6 Pt 48.7 Pt 48.7 54 Q= 30.0 F=2R 2.0 C= 150 Pe .0.0.Pv -0.1 Vf/s= 3.0 D= 2.003 7.6 0.0078 Pf 0.1 Pn 48.6 53 Pt 48.8 ------------------------------------------Beard----------------------------------- H 53 q= 0.0 K= 0.00 7.5 Pt 48.8 Pt 48.8 61 Q= 30.0 F=3R 3.0 C=150 Pe 0.0 Pv -0.1 Vf/s= 3.0 D= 2.003 10.5 0.078 Pf 0.1 Pn 48.7 57- Pt 48.8 ----------------------------------------Beard----------------------------------- 57 q= 0.0 K= 0.00 8.5 Pt 48.8 Pt 48.8 65 :Q= 30.0 F=R 1.0 C=).50 Pe 0.0 Pv -0.1 .. Vf/s= 3.0 D= 2.003 9.5 000.78 Pf 0.1 Pn 48.8 . -.61 Pt 48.9 -----------------------------------------Beard---------------------------------- 61q= 00K=000 46 Pt 48.9 Pt 489 69 . 0= 30.0 F=T. 10.0 C=150 Pe- 0. 0- -0.1 Vf/s= 3.0 D= 2.003 14.6 0.0078 Pf 0.1 Pn 48.9 -. - . .62 .----•- - . -- Pt 49.0' - - - - - - - - - ------------ ---------- - --------- a --Berd---------------------------------- 65 q= 0.0 K= 0.00 3.5 Pt 48.6 Pt 48.6 70 Q= 62.6 F=TR: 11.0 C=150 Pe 0.0 Pv -0.3 Vf/s= 6.4 D= 2.003 14.5 0.0307 Pf 0.4 Pn 48.3 1 62 .: Pt 49.0 ----------------------------------------Beard----------------------------------- 69 q= 0.0 K= 0.00 6.3 Pt 48.3 Pt 48.3 73 Q= 62.6 F=RR 2.0 C=150 Pe 0.0 Pv -0.3 Vf/s= 6.4 D= 2.003 . 8.3 -0.0307 Pf 0.3 Pn 48.1 65 . . Pt 48.6 . ----------------------Beard--------------------------------------- 70 q= 0.0 K= 0.00 14.5 - Pt 47.5 Pt 4.7.5 . 77 Q= 62.6 F=T3R 13.0 C= 150 Pe 0.0 Pv -0.3 Vf/s= 6.4 D= 2.003 : 27.5 0.0307 Pf 0.8 Pn 47.2 69 Pt 48.3 ----------------------------------------Beard------------------------------------ 75 q= 0.0 K= 0.00 31.6 Pt 47.4 Pt 47.4 78 Q= 15.9 F=5R 5.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6 D= 2.003 . 36.6 0.0024 Pf 0.1 Pn 47.4 70 ----- Pt. 47.5 ...- . -----------------------------------------Beard-----------------------:---------- 76 q= 0.0 K= 0.00 135.3 Pt 47.3 Pt 47.3 83 0= 15.9 F=2E2T15R . 57.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 1.6 D= 2.003 192.3 0.0024 Pf 0.5 Pn 47.3 75 Pt 47.4 -----------------------------------------Beard---------------------------------- 83 q= 0.0 K= 0.00 . 0.9 Pt 47.3 Pt 47.3 84 Q= 15.9 F=R . 1.0 C= 150 Pe .0.0 Pv -0.0 Vf/s= 1.6 D= 2.003 1.9 0.0025 Pf 0.0 Pn 47.3 76 . .. Pt 47.3 ----------------------------------------Beard---------------------------------- eardProvericher.& Associates, Inc:714-283-1100. Date: .10-11-06. Sheet HOMEWOOD SUITES - HYDR AREA 9A (PROOF CALC) - - - PIPE FLOW. K-FACTOR LENGTH FRICTION PRESSURE . NO. NODE GPM FITTING TYPE FTG . .. LOSS .PSI --- -, . - NO. DIAMETER-;- TOTAL PSI/FT . . - NOTES - ------ 3.0-- 77 q= . 0.0 K=...0.00 9.0 . Pt 47.6 Pt 47.6 85 Q= 1.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 1.101 10.0 0.0008 Pf 0.0 Pn 47.6 q= 0.0 K=0.00_....7.5 Pt 47.6 Pt-- 47.6 --... 86 Q= 1.8 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 1 101 8.5- 0.0008 Pf -0.0 Pn 47.6 --------------- 7q= OOK= 01. 00 33 Pt 47.6 Pt 476 87 J 0= 1.8 F=T 5.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= -0.6 D= -1.101 8.3 0.0008 Pf tO.0 Pn 47.6 8 q= 0 0 K=0 00 10.7 ' Pt 47.2 Pt7 --------------- 47.2 .88 . Q=. 1.8 F=R.-- .- 1.0 C= 150 Pe 0.3 Pv -0.0 .V5/s= 0.6 D= l..101 11.7 -0.0008 Pf 0.0 Pn 47.2-- 8q= OOK=-000 - 68 Pt' 47.6 Pt 476 89 Q= 1.8 F=R 10 C=150 Pe 0.0 Pv -00 0.6-D=1-.101- 7.8 0.0008 Pf 0.0-Pn 476 - 8q= 00K=000 45 - Pt 476Pt 476 90 Q= 1.8 F=T 5 0 C= 150 "Pe 0 3 Pv -0.0 Vf/s= 0.6 D=1101 9. 0.0008 Pf 0.0 Pn 47.6 83 . .. . .. S J Pt 47.3 --------------------------------------Beard----------------------------- 86 q= 0.0 K= 0.00 5.8 Pt 47.3 Pt 47.3 91 .Q= .14.1 F=R . . 1.0 C= 150 Pe .0.0 Pv. -0.0 Vf/s= 1.4 D= 2.003 6.8 0.0020 Pf 10.0 Pn 47.2 ., . 83 - I Pt 473 -----------------------------------------Beard-------------------------------- 89. q= 0.0 K= 0.00 10.8 ' Pt 47.2 Pt 47.2 94 Q= 14.1 F=R. 1.0 C= 150 . Pe 0.0 Pv -0.0 . .. Vf/s= 1.4 D= 2.003 11.8 0.0020 Pf 0.0 Pn 47.2 86 - Pt 47.3 ------- -------------------------------- -- Beard --------------------------------- loi:-q= 0.0 K=-0.00 9.0 Pt 47.2 -Pt 47.2 97 Q= 14.1 F=R -. 1.0 C=150Pe -0.0 Pv -0.0 Vf/s= 1.4 D= 2.003 10.0 0.0020 Pf 0.0 Pn 47.2 Pt 47.2 -----------------.Beard ------------------------------- --- - 1001 q= 0.0 K= 0.00; 5.9 Pt 47.2Pt 47.2 108 - Q= 1.8 F=T. 5.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.6 D= 1.101 10.9 0.0008 Pf 0.0 Pn 47.2 77 Pt 47.6 ----------------------------------------Beard----------------------------------- ic-i q= 0.0 K= 0.00 23.6 Pt 47.2 Pt 47.2 109 1 Q= 1.8 F=2ET 32.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.2 D= 2.003 55.6 0.0000 Pf 0.0 Pn 47.2 100 Pt 47.2 --------------------------------------Beard---------------------------------- H .eard'Provencher & Associates, Inc. 714-283-1100: :Date:. .10V11-06 Sheet 162 HOMEWOOD SUITES - HYDR AREA 9A (PROOFCALC) PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE V - NO. NODE GPM FITTING TYPE FTG LOSS V PSI NO. DIAMETER TOTAL PSI/FT .. NOTES -------------------------------------------Beard---------------------VERSION 3.0-- 103 q= 0.0 K= 0.00 4.7 Pt 47.2 Pt 47.2 110 Q= 15.9 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 1.6 D= 2.003 5.7 0.0024 Pf 0.0 Pn 47.2 101 Pt 47.2 -----------------------------------------Beard------------------------------------ 106 q= 0.0 K= 0.00 5.7 Pt 47.2 Pt 47.2 112 Q= 15.9 F=R 1.0 C= 150 Pe 0.0 Pv -0.0 V Vf/s= 1.6 D= 2.003 6.7 0.0024 Pf 0.0 Pn 4.7.2 103 Pt 47.2 129 q= 0.0.K= 0.00 ----- ------------------Beard---------------------------------- 4.3 Pt 47.2 Pt 47.2 115 Q= 15.9 F=R 1.0 C=150 Pe 0.0 Pv -0.0 .Vf/s= 1.6.D= 2.003 5.3 0.'0024 Pf 0.0 Pn''47.2 106.. - _ -' Pt 47.2 . ------------------------------------------Beard---------------------------------- 130 q= 0.0 K VO .00 7.5 Pt 47.1 Pt 47.1 - .138 .Q=. 15.9 F=T 10.0 C= 150 Pe 0.0 Pv -0.0 V.. Vf/s= 1.6 D= 2.003 17.5 0.0024 Pf 0.0 Pn 47.1 129 V Pt 47.2 .., • 130 q= 0.0 K= 0.00 51.8 ---------------- - -- - --------------- - ----------- - --Beard--------------------------------- q- Pt 47.1 Pt' 47.1 139 Q= 8.7 F=TTEE1OR. 52.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.9 D= 2.003 103.8 0.0008 Pf 0.1 Pn.--47.1 . 148 Pt 46.9 148 q= 0.0 K= 0.00 19.1 Pt 46.9 Pt 46.9 157 Q= 8.7 F=3R ------------------------------------------Beard---------------------------------- 3.0 C= 150 Pe 0.7 Pv -0.0 Vf/s= 0.9 D= 2.003 .22.1 0:0008 Pf 0.0 Pn 46.9 - 149 q= 0.0 K= 000 46.0 Pt 47.6 Pt 47.6 VS -- 158 Q= 8.7 F=RR 2.0 C=150 Pe 0.0 Pv -0.0 V Vf/s= 0.9 D= 2.003 18.0 0.0008 Pf 0.0 Pn 47.6 V 150 q= 0.0 K= 0.00 . 16.0 Pt 47.6 Pt 47.6 159 Q= 8.7 F=RR . 2.0 C= 150 Pe 0.3 Pv -0.0 Vf/s= 0.9 D= 2.003 18.0 0.0008 Pf 0.0 Pn 47.6 151 q= 0.0 i= 0.00 16.0 Pt 47.9 Pt 47.9 V 160 Q= 8.7 F=RR . .2.0 C= 150 Pe -0.3 Pv -0.0 Vf/s= 0.9 D= 2 003 180 -0.0008- Pf 0;0 Pn 47.9 - 152 q= 0.0 K= 0.00 16.0 - Pt 47.6 Pt 47.6 161 Q= 8.7 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 2.003 18.0 0.0008 Pf 0.0 Pn 47.6 153 q= 0.0 K= 0.00 16.0 Pt 47.6 Pt 47.6 162 Q= 8.7 F=RR . 2.0 C= 150 Pe 0.3 Pv Vf/s= 0.9 D= 2.003 18.0 0.0008 Pf 0.0 Pn 47.6 eardProvencher &Associates, Inc714-283-1100 Date: 10-11-06.. Sheet--.'.163 HOMEWOOD SUITES - HYDRAREA9A (PROOF .CALC) - PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES ------------------------------------Beard-----------------------VERSION 3.0-- 154 q= 0.0 K= 0.00 14.7 Pt 47.9 Pt 47.9 163 .J Q= 8.7 F=RR 2.0 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.9 D= 2.003 16.7 0.0008 Pf 0.0 Pn 47.9 155 q= 0.0 K= 0.00 125.5 Pt 48.0 Pt 48.0 164 Q= 8.7 F=ET16R 37.0 C= 150 Pe -1.0 Pv -0.0 -' 0.9 D=2.003 000 : : 48.0 ---- 16 q= 0.0 __ K= 0.00 2.0: Pt __ 47.1 Pt 47.1 165 : Q= 46.6 F=TT 20.0 C= 150 Pe 0.0 Pv -0.2 Vf/s= 4.7 D=.2.003 22.00.0178 Pf 0.4 Pn 46.9 70 . Pt 47.5 ----------------------------------Beard----------------------------__: .62 q= 0.0 K= -0.00 22.o:: Pt 49.0 Pt 49.0 166 Q= 92.6 F= -0;0 - C= 150 Pe 0.0 Pv -0.1 4.3 D= 2.952 22.0 0.0,096 Pf 0.2 Pn 48.9 157q= 0 .0 K=-,, 000 132 Pt 49.2 Pt 492 167 TI. Q= 92.6 F=LLL -. 21.8LC= 120 Pe 3.7 Pv -0.1 71f Is= 3.4 D= 3.314 - 35.0!--0.0082- Pf 0.3-Pn -49 2----- 158 q= 0.0 K= 0.00 60:0 - Pt 53.3-Pt 53.3 1ç8T1 Q= 92.6 F=6LGT 155.8 'C='150 Pe --0.4 -Pv -0.0 -J f/s= 1.0 D=6.280. 215.8-..0.0002 Pf 0.1 Pn 53.3 - 1,9 q= 100.0 ADD HYD FLOW 256.0 Pt 53.7 Pt 53.7 169 Q=109.3 F=LGT 73.9 C= 150 Pe -0.0 Pv -0.0 -\)f /s= 0.7 D= 7.970 : 329.9 0.0001 - ----------- Pf 0.0 Pn 53.7 ? ------- ------ --------------- 160q= 0.0 K=--0.00 .- 82.0..:. Pt 53.8 Pt 53.8 170. Q= 101.7 FGGT 61.1 C= 150 Pe 0.0 Pv -0.0 llf/s= 0.7 D= 7.970 143.1 0.0001 Pf 0.0 Pn 53.8 16. q= 0.0 K= 0.00 250.0 Pt 53.8 Pt 53.8 171 Q= 101.7 F=GT 80.2 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.4 D= 9.780 330.2 0.0000 Pf 0.0 Pn 53.8 165 <<<c<<<<Supp1y point >>>>>>>> Pt 53.8 --- -. FIXED DEVICE: Double Detector Check Valve Pf -- 6.0 NOTE: Fixed- TOTAL REQUIRED INCLUDING FIXED PRESSURE. LOSS Pt ;59.8. pressure: added. P --------------------------------------Beard--------------------------------- 1'50 q= 0.0 K= 0.00 580.0 Pt 53.8 Pt 53.8 172 Q= 7.6 F=LLGG 48.3 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.0 D= 7.970 628.3 0.0000 Pf 0.0 Pn 53.8 162 . Pt 53.8 -------------------------------------Beard---------------------------------- 159 q= 100.0 ADD HYD FLOW 480.0 Pt 53.7 Pt 53.7 173 Q= 83.2 F=LGT 73.9 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.5 D= 7.970 553.9 0.0001 Pf 0.0 Pn 53.7 fi. eard'Provencher & Associates, Inc -714-283-1100 Date 10-11-06 Sheet 164 HOMEWOODSUITES •HYDR AREA 9A .(PROOFCALC) PIPE FLOW K-FACTOR LENGTH FRICTION PRESSURE-7:- - NO. NODE GPM FITTING TYPE FTG LOSS PSI NO. DIAMETER TOTAL PSI/FT NOTES ----------------------------------------Beard---------------------VERSION 3.0-- 162 q= 0.0 K= 0.00 132.0 Pt 53.8 Pt 53.8 174 Q= 90.8 F=G 5.7 C= 150 Pe 0.0 Pv -0.0 Vf/s= 0.6 D= 7.970 137.7 0.0001 Pf 0.0 Pn 53.8 .163q= 0.0 K= 0.00 85.0 Pt 53.8 Pt53.8 175 Q= 90.8 F=LGT 103.5 C= 150 Pe 0.0 Pv -0.0 Vf/s= :0.4 D= 9.780 : 188.5 0.0000 Pf 0.0 Pn 53.8 - 164q= 0.0 K= 000 6300 Pt 53 .8 Pt 538 176 Q= 90.8 F=TG 82.6 C= 150 Pe 0.0 Pv -0.0 • -. Vf/s= 0.3D=11.630 712.6 0.0000 Pf 0.0 Pn 53.8 165 <<<<<<<< Supply point >>>>>>>> Pt 53.8 47 FIXED DEVICE:.Double Detector Check Valve- Pt 6.0 NOTE:: Fixed TOTAL REQUIRED INCLUDING FIXED PRESSURE LOSS Pt 59.8 pressure added. - ----------------Beard---------------------------------- - -- t.. tqC0 /Fire & Building / Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Series RFII - 56 K-factor "Royal Flush IV Pendent Concealed Sprinklers Quick & Standard Response, Standard Coverage General Description The Series RFII Quick Response (3 mm bulb) & Standard Response (5 mm bulb), 5.6 K-Factor, "Royal Flush II" Concealed Pendent Sprinklers are decorative sprinklers featuring a flat cover plate designed to conceal the sprinkler. It is the best choice for archi- tecturally sensitive areas such as hotel lobbies, office buildngs, churches, and restaurants. Each unit includes a Cover Plate As- sembly that conceals the sprinkler op- erating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assem- blies allows installation of the sprin- klers and pressure testing of the fire protection system prior to installation of a suspended ceiling or application of the finish coating to a fixed ceiling. They also permit removal of sus- pended ceiling panels for access to building service equipment without having to first shut down the fire pro- tection system and remove sprinklers. Also, the separable two-piece design of the the Sprinkler provides for 1/2 inch (12,7 mm) of vertical adjustment, to reduce the accuracy to which the length of fixed pipe drops to the sprin- klers must be cut. The Series RFII Sprinklers are shipped with a Disposable Protective IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stal,tion can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Cap. The Protective Cap is temporarily removed for installaton, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. As an option, the Series RFII Standard Response (5 mm bulb) "Royal Flush II" Concealed Pendent Sprinklers may be fitted with a silicone Air and Dust Seal (Ref. Fig. 5). The Air and Dust Seal is intended for sensitive areas where it is desirable to stop air and dust travel through the cover plate from the area above the ceiling. WARNINGS The Series RFIl Concealed Pendent Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the per- formance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY3551 (5mm bulb) & TY3531 (3 mm bulb): maximum 175 psi (12,1 bar) by UL, C-UL, FM, LPCB and NYC. TY3504 (5 mm bulb) & TY3505 (3 mm bulb): maximum 250 psi (17,3 bar) by UL, C-UL, and NYC. Maximum 175 psi (12,1 bar) by FM. Technical Data Approvals for Series RFII UL and C-UL Listed. FM Approved. NYC under MEA 353-01-E. LPCB (Ref. No. 094a109 for TY3551 & 094a/10 for TY3531) Approved. The approvals apply only to the serv- ice conditions indicated in the Design Criteria section and maximum pres- sure ratings indicated in the Model/Sprinkler Identification Num- bers section. Approvals for Air & Dust Seal (Part #10908100) UL and C-UL Listed for use with the RFII (TY3551 & TY3504) Standard Re- sponse Concealed Sprinkler. Temperature Ratings 155F/68C Sprinkler - 135F/57C Plate 200F/93C Sprinkler - 165F/74C Plate Discharge Coeffiient K = 5.6 GPM/psi'/ (80,6 LPM/bar112) Adjustment 1/2 inch (12,7 mm) Finishes Cover Plate: Chrome Plated, Brass Plated, or White Painted (Custom paint matches and colors other than white are available on request.) Page 1 of 4 JULY, 2004 TFPIBI Page 2 of 4 TFPI8I 1/2 NPT SEALING ASSEMBLY FRAME CAP SUPPORT CUP WITH BULB ROLL FORMED THREADS COMPRESSION SCREW GUIDE PINS (2) DEFLECTOR (DROPPED DEFLECTOR POSITION) SPRINKLER/SUPPORT CUP I ASSEMBLY THREAD INTO H TAINER SUPPORTCUP ' 0 THREAD UNTIL MOUNTING MPLES SURFACE IS FLUSH WITH CEILING LEJECTION RING SOLDER COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 SERIES RFII CONCEALED SPRINKLER ASSEMBLY Physical Characteristics Frame .............Bronze Support Cup . Chrome Plated Steel Guide Pins ......Stainless Steel Deflector ...........Bronze Compression Screw ......Brass Bulb ...............Glass Cap ........Bronze or Copper Sealing Assembly .......... Beryllium Nickel w/Teflon* Cover Plate ...........Brass Retainer ............Brass Ejection Spring . . . . Stainless Steel Patents U.S.A. 4,014,388 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Retainer at three points, falls away to expose the Sprinkler As- sembly. At this point the Deflector sup- ported by the Guide Pins drops down to its operational position. The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, activating the sprinkler and allowing water to flow. Design Criteria The RFII (TY3551 & TY3504), 5 mm Bulb Type, Concealed Pendent Sprin- klers are UL and C-UL Listed as stand- ard response - standard spray sprin- klers for use in accordance with the current NFPA standard. They are FM Approved as standard response - standard spray sprinklers for use in accordance with the current FM Loss Prevention Data Sheets. The RFII (TY3531 & TY3505) 3 mm Bulb Type, Concealed Pendent Sprin- klers are UL and C-UL Listed as quick response - standard spray sprinklers for use in accordance with the current NFPA standard. They are FM Ap- proved as standard response - stand- ard spray sprinklers for use in accord- ance with the current FM Loss Prevention Data Sheets. The Series RFII Concealed Pendent Sprinklers are only listed and ap- proved with the Series RFII Concealed Cover Plates having a metallic or white painted finish. The Series RFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Sup- port Cup could delay sprinkler opera- tion in a fire situation. Installation The Series RFII must be installed in accordance with the following instruc- tions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 1550F/68°C and 3/32 inch (2,4 mm) for the 200°F/93°C tem- perature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler Assembly by under- or over-tightening the Sprinkler/Support Cup Assembly. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 4. Wrench tighten the sprinkler using only the RFII Sprinkler Wrench (Ref. Figure 3). The RFII Sprinkler Wrench is to be applied to the Sprin- kler as shown in Figure 3. Step 5. Replace the Protective Cap (Ref. Figure 4) by pushing it upwards until it bottoms out against the Support Cup. The Protective Cap helps prevent damage to the Deflector and Arms dur- ing ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material up against the center point of the Protec- tive Cap. NOTE As long as the Protective Cap remains in place, the system is considered to be "Out of Service". * Registered Trademark of DuPont A- __ - T------ 3/16' to 11/16" MANUFACTURER DEFLECTOR COVER PLATE (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER REFERENCE 3/32" (2,4 mm) POSITION ASSEMBLY COVER PLATE COVER PLATE PROFILE DEPTH DIAMETER DIMENSION B DIMENSION A 3-1/4" (82,6 mm) C: 2-3/8" to 2-5/8" (60,3 to 66,7 mm) 3/16" (4,8 mm) D: 1-3/4" to 2-1/4" (44,5 to 57,2 mm) FIGURE 2 SERIES RFII CONCEALED SPRINKLER INSTALLATION DIMENSIONS TFPIBI Page 3 of 4 FACE OF SPRINKLER FITTING SPRINKLER SUPPORT CUP ASSEMBLY 1/2' (12,7 mm) THREADED D ADJUSTMENT CLEARANCE HOLE - DIAMETER - DIMENSION C CLEARANCE - HOLE FACE OF CEILING, RETAINING RING MOUNTING SURFACE FIGURE 4 DISPOSABLE PROTECTIVE CAP Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5, otherwise proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the out- side edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. NOTE The Air and Dust Seal is only to be installed on the periphery of the Re- tainer. Step 8. Screw on the Cover Plate/Re- tainer Assembly until the Retainer - Figure 2 (or Air and Dust Seal - Figure 5) contacts with the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Re- tainer Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The Series RFII must be maintained and serviced in accordance with the following instructions: NOTES Absence of the Cover Plate Assembly may delay sprinkler operation in a fire situation. Page 4 of 4 TFPIBI SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING SEAL BEVEL AS SHOWN COVER RETAINER ASSEMBLY ff PLATE uu CLEAN ROOM LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551 & TY3504) When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper opera- tion of the sprinkler. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does NOT seal off any of the air gap. Factory painted Cover Plates MUST NOT be repainted. They should be re- placed, if necessary, by factory painted units. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). If a sprinkler must be removed, do not reinstall it or a replacement without reinstalling the Cover Plate Assembly. If a Cover Plate Assembly becomes dislodged during service, replace it im- mediately. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE, Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability. Sprinkler Assembly: Specify: (SIN), (specify temperature rating) Series RFII Concealed Pen- dent Sprinkler, P/N (specify). 155F168C 200F/93C TY3551 51-790-1-155 51-790-1-200 TY3504 51-796-1-155 51-796-1-200 TY3531 51-792-1-155 51-792-1-200 TY3505 51-797-1-155 51-797-1-200 Separately Ordered Cover Plate: Specify: (specify temperature rating) Series RFII Concealed Cover Plate with (specify finish), P/N (specify). 135F/57C(a) 165F/74C*(b) Brass 56-792-1-135 56-792-1-165 Bright Brass 56-792-2-135 56-792-2-165 Chrome 56-792-9-135 56-792-9-165 Brushed Chrome 56-792-8-135 56-792-8-165 White 56-792-0-135 56-792-0-165 While (RAL9010) 56-792-3-135 56-792-3-165 Bright White 56-792-4-135 56-792-4-165 Off White 56-792-5-135 56-792-5-165 Black 56-792-6-135 56-792-6-165 Custom 56-792-X-135 56-792-x-165 For use with 155F/68C sprinklers. For use with 200F/93C sprinklers. * Eastern Hemisphere sales only. Sprinkler Wrench: Specify: RFII Sprinkler Wrench, P/N 56-000-1-075. Air and Dust Seal: Specify: Air and Dust Seal, P/N 56-908-1 -001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCA2 /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series EC-8 - 80 K-factor Extended Coverage (Light Hazard) Pendent and Recessed Pendent Sprinklers General Description The Series EC-8 Extended Coverage Pendent Sprinklers are decorative glass bulb sprinklers designed for use in light hazard occupancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installation rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 225 ft2 (20,6 m2) for standard coverage sprin- klers used in light hazard occupancies. The recessed version of the EC-8, in- tended for use in areas with a finished ceiling, uses either the two-piece Style 30 or 40 Recessed Escutcheon. The Style 30 Recessed Escutcheon pro- vides up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent po- sition, whereas, the Style 40 provides 3/4 inch (19,1 mm) of vertical adjust- ment from the flush pendent position. The adjustment provided by the Re- cessed Escutcheons reduces the ac- curacy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be con- sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series EC-8 Extended Coverage Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the per- formance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Number 1Y4232 - Pendent, 8.01K TY4232 is a redesignation for C4232 JANUARY, 2005 Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 8.0 GPM/psi112 (115,2 LPM/bar1/2) TFP223 Page 2 of 6 TFP223 Components: 3/4" ** ESCUTCHEON PLATE 1 - Frame NPT SEATING SURFACE 2 - Button Sealing Assembly __7 Bulb 5 - Compression Screw 3 ________ (54,0 mm) 6- Deflector * ______ * (12,7 mm) Temperature rating is NOMINAL 16" indicated on Deflector. MAKE-IN 36,5 mm ** Pipe thread connections per ISO 7/1 can be provided 6* on special request. FIGURE 1 SERIES EC-8 (TY4232) EXTENDED COVERAGE PENDENT SPRINKLERS SPRINKLER FINISH (See Note 4) HAZARD TYPE TEMP. BULB NATURAL I CHROME I WHITE LIQUID BRASS PLATED IPOLYESTER LIGHT PENDENT 135°F/57°C Orange Refer to Table B for UL and C-UL 1,2,3,5 155*F/68*C Red _______________ REC. PENDENT 135°F157°C Orange Sensitivity Rating and Refer to Table C for FM W/ Style 30 Esc. 1, 2, 3, 5 155°F/68°C Red ________________ REC. PENDENT 135°F/57°C Orange Sensitivity Rating w/ Style 40Esc. 1,2,5 155°F/68°C Red NOTES: Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by Factory Mutual Research Corporation (FM). Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Approved by the City of New York under MEA 113-04-E. *Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) Temperature Ratings 135°F157°C and 155°F/68°C Finish Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame .............Bronze Button .............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb - - - - - - - - Glass (3 mm dia.) Compression Screw ......... .......Bronze Deflector - - - - - - - - - - - - Brass t Registered trademark of DuPont Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The Series EC-8 Extended Coverage Pendent Sprinklers must only be in- stalled in accordance with the applica- ble UL and C-UL Listing or FM Ap- proval requirements as indicated below. Only the Style 30 or 40 Re- cessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C). UL and C-UL Listing Requirements The Series EC-8 Sprinklers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and haz- ard group for all of the sprinklers in the design area. With respect to heat sensitivity, the Series EC-8 Sprinklers can be used with unobstructed construction con- sisting of flat, smooth ceilings (in- cluding bar joists) with a maximum pitch of one in six as defined and permitted by NFPA 13. The minimum allowable spacing be- TFP223 135°F 155°F AREA STYLE 16x16 Pendent OR OR 16 x 16 Style 30 Recessed OR OR 16 x 16 Style 40 Recessed OR OR 18x18 Pendent OR OR 18 x 18 Style 30 Recessed OR SR 18 x 18 Style 40 Recessed OR SR 20 x 20 Pendent OR SR 20 x 20 Style 30 Recessed OR SR 20 x 20 Style 40 Recessed SR SR OR: Quick Response SR: Standard Response N/A: Not Applicable TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-8 SPRINKLERS 135°F 155°F AREA STYLE 16x16 Pendent OR OR 16 x 16 Style 30 Recessed OR N/A 16 x 16 Style 40 Recessed N/A N/A 18x18 Pendent OR OR 18 x 18 Style 30 Recessed OR N/A 18 x 18 Style 30 Recessed N/A N/A 20 x 20 Pendent OR OR 20 x 20 Style 30 Recessed OR N/A 20 x 20 Style 40 Recessed N/A N/A OR: Quick Response SR: Standard Response N/A: Not Applicable TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-8 SPRINKLERS Page 3 of 6 Installation The Series EC-8 Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment of an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must be installed with the deflector parallel to the mount- ing surface. Pendent sprinklers must be installed in the pendent position. Step 2. After installing the Style 30 or 40 mounting plate (or other escutch- eon, as applicable) over the sprinkler pipe threads, and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten pendent sprin- klers using only the W-Type 3 (End A) Sprinkler Wrench. Wrench tighten the recessed pendent sprinklers using only the W-Type 4 Sprinkler Wrench. The wrench recess of the applicable sprinkler wrench (Ref. Figure 4 and 5) is to be applied to the sprinkler wrench flats (Ref. Figure 1). tween the Series EC-8 Sprinklers, to prevent cold soldering, is 8 feet (2,4 m). 4. The Series EC-8 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for ex- tended coverage pendent sprin- klers. FM Approval Requirements The Series EC-8 Extended Coverage Sprinklers are to be installed in ac- cordance with the applicable Factory Mutual Loss Prevention Data Sheet. Information provided in the FM Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spacing, and deflector-to ceiling distance. Page 4 of 6 1FP223 DESCRIPTION AREA GPM PSI TY4232 (K=8.0) PENDENT 16 x 16 26 10.6 18x18 33 17.0 20x20 40 25.0 1 ft. = 0.3048 m 1 ft2 = 0.093 m2 1 gpm = 3.785 1pm 1 psi = 0.06895 bar 1 gpm/ft2 = 40.74 mm/mm TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-8 SPRINKLERS - 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2' (12,7 mm) r (12,7±3,2 mm) - 2-1/4' DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) I SPRINKLER (3.2 /8" FITTING mm) I MOUNTING / MOUNTING SURFACE / PLATE CLOSURE 1-1/4" (31,Smj 1' (25,4 mm) FIGURE 2 SERIES EC-8 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. 9/16±1/4" (73,0 mm) 3/4" (19,1 mm) r (14,3±6,4 mm) 2-1/4' DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) SPRINKLER 1/8" I FITTING ______ (3,2 mm) / I MOUNTING / MOUNTING SURFACE ,,/ PLATE 6'33.3mF CLOSURE 13/16" (20,6 mm) FIGURE 3 SERIES EC-8 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON "FITTING SIDE" TOWARDS SPRINKLER FITTING / WRENCH I ( RECESS (END FIGURE 4 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS ft C. WRENCH LUGS FIGURE 5 W- TYPE 4 RECESSED SPRINKLER WRENCH Care and Maintenance The Series EC-8 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to 1FP223 Page 5 of 6 corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: TY4232, (specify temperature rating), Extended Coverage Pendent Sprinkler with (specify finish), P/N (specify). 135F/57°C Natural Brass .............PSN 50-801-1-135 White Coated .............PSN 50-801-4-135 White (RAL9O1O). .......... PSN 50-801-3-135 Chrome Plated ............PSN 50-801-9-135 155F/68C Natural Brass .............PSN 50-801-1-155 White Coated .............PSN 50-801-4-155 White (RAL9O1O). .......... PSN 50-801-3-155 Chrome Plated ............PSN 50-801-9-155 *Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style (30 or 40) Recessed Escutcheon with (specify finish), P/N (specify). Style 30 Recessed Escutcheon Chrome Plated ............PSN 56-705-9-011 White Color Coated ........PSN 56-705-4-011 White (RAL9O1O). .......... PSN 56-705-3-011 Brass Plated .... .......... PSN 56-705-2-011 Style 40 Recessed Escutcheon Chrome Plated ............PSN 56-700-9-010 White Color Coated ........PSN 56-700-4-010 White (RAL9O1O). .......... PSN 56-700-3-010 Brass Plated ..............PSN 56-700-2-010 *Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1 -001 Specify: W-Type 4 Recessed Sprinkler Wrench, P/N 56-875-4-001 Page 6 of 6 TFP223 TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCJ2 /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-Factor, Horizontal and Vertical Sidewall Sprin- klers described in this data sheet are quick response - standard coverage, decorative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occupan- cies such as banks, hotels, shopping malls, etc. They are designed for in- stallation along a wall or the side of a beam and just beneath a smooth ceil- ing. Sidewall sprinklers are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not desir- able. The recessed version of the Series TY-FRB Horizontal Sidewall Sprinkler is intended for use in areas with a finished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjust- ment from the flush sidewall position, or a two-piece Style 20 Recessed Es- cutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjust- IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. ment provided by the Recessed Es- cutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY3331 - Horizontal TY3431 - Vertical Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete ap- proval information including corrosion resistant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K = 5.6 GPM/psi112 (80,6 LPM/bar1/2) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table A. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Page 1of 6 APRIL, 2006 TFPI76 Page 2 of 6 TFPI76 SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED WHITE*** POLYESTER LEAD COATED 5.6 1/2" HORIZ. SIDEWALL (TY3331) 135°F/57C Orange 1,2,3,4,9,10 __________ 1,2,3,9 1,2,3,9 155°F/68C Red 175°F/79C Yellow 200F/93C Green 286FI141°C Blue NPT RECESSED HORIZ. SIDEWALL (TY3331)* Figure 3 135°F/57°C Orange 1,2,4,9, 10 1,2,9 N/A 155°F/68°C Red 175FI79°C Yellow 200F/93°C Green RECESSED HORIZ. SIDEWALL (TY3331)** Figure 4 135F/57°C Orange 1,2, 3, 4,9 N/A 155FI68C Red 175°F/79°C Yellow 200°F/93°C Green 5.6 1/2' NPT - VERTICAL SIDEWALL (TY3431) Installed Pendent or Upright 135F/57°C Orange 5,6,7,8,9 5,6,7,9 155°F/68'C Red 175°FI79C Yellow 200F/93C Green 286°F/141°C Blue NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 410 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 410 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 410 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4106 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted lobe UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. ** Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Frame .............Bronze Button .........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ...............Glass Compression Screw .....Bronze HSW Deflector ........Bronze VSW Deflector ........Copper Patents U.S.A. 5,810,263 Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. TFPI76 Page 3 of 6 SPRINKLER FINISH K TYPE NATURAL CHROME I WHITE LEAD BRASS I PLATED POLYESTER COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) OR 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) RECESSED HORIZ. 5.6 1/2" SIDEWALL (TY3331) (SEE NOTE 1) N/A NPT VERTICAL SIDEWALL (TY3431) 175 PSI (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B, MAXIMUM WORKING PRESSURE Design Criteria The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers are in- tended for fire protection systems de- signed in accordance with the stand- ard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the re- quirements of NFPA 13, and FM Ap- proval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Es- cutcheon, as applicable, is to be used for recessed horizontal installations. Temperature rating is DEFLECT( indicated on deflector or HAT adjacent to orifice seat on frame. **Pipe thread connections per ISO 7/1 can be provided on special request. 9/16" (14,3 mm) 1-13/16" 46,0 mm) CENTERLINE OF SPRINKLER WATERWAY 1 - Frame 2 - Button 3 - Sealing Assembly 4- Bulb 5 - compression Screw 6 - Deflector WRENCH 1/2" ** FLATS NPT STYLE 7/16" (11,1 mm) - - NOMINAL i MAKE-IN 1-1/2" (38,1 mm) 2-3/16" (55,6 mm) I ESCUTCHEON - PLATE SEATING SURFACE 100r20 - RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) fr_ FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS TFPI76 ARROW MUST POINT AWAY 7/16° FROM AND BE ESCUTCHEON (11,1 mm) PERPENDICULAR PLATE SEATING ** NOMINAL 1/2" TO THE BACK SURFACE MAKE-IN WALL SURFACE NPT * 2-3/16" 2-3/16° (55,6 mm) h - (55,6 mm) 1-1/2" NCH WRENCH (38,1 mm) FLATS 7 3 SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION 1 Frame 3 Sealing 4- Bulb 6- Deflector 2 . Button Assembly 5 - Compression 7. Ejection Spring Screw * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS Page 4 of 6 Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/14 1°C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. Higher levels of torque may distort the sprinkler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the follow- ing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright po- sition with the arrow on the Deflector pointing away from the wall. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series TY-FRB Recessed Hori- zontal Sidewall Sprinklers must be installed in accordance with the follow- ing instructions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word 'TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10 or 20 Clo- sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- tact with the ceiling Care and Maintenance The Series TY-BFR Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion WR ENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS V PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the TFPI76 Page 5 of 6 - 5/8±1/4 (15,9±6,4 mm) MOUNTING FACE OF _ SPRINKLER SURFACE FITTING CLOSURE - 2-7/8" DIA. (73,0 mm) SERIES TY-FRB 2-1/4' DIA. (57,2mm) MOUNTING PLATE (3,2 mm) 1-1/4"(31,8mm) 3/4(19,1 mm) -a 3/4' (19,1 mm) 1/4" (6,4 mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 1/2±1/8" (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8' DIA. (73,0 mm) SERIES TY-FRB 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8' (3,2 mm) 1-1/4" (31,8 mm) 1/2" (12,7 mm) 1" (25,4 mm) 1/4" (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Page 6 of 6 TFPI76 PIN 57-XXX-X-XXX SPRINKLER I TEMPERATURE MODEL/SIN I RATING 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135F/57°C 375 VERTICAL SIDEWALL 1Y3431 T WHITE POLYESTER 155 155°F/68°C 3 WHITE RAL9010)* 175 175F/79C 9 CHROME PLATED 200 200°F/93°C LEAD COATED L7 286 286°F/141°C TABLE C * Eastern Hemisphere sales only. PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. Dress or imolied. includina warranties This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Horizontal Sidewall or Vertical Sidewall) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (10 or 20) Recessed Escutcheon with (specify*) finish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tJJCJJ /Fire & Building / ,Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 2.8,4.2,5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20(1/2 inch NPT)or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TYII3I - Upright 2.8K, 1/2"NPT TY1231 - Pendent 2.8K, 1/2"NPT TY2131 - Upright 4.2K, 1/2"NPT TY2231 - Pendent 4.2K, 1/2"NPT TY3131 - Upright 5.6K, 1/2"NPT TY3231 - Pendent 5.6K, 1/2"NPT TY4131 - Upright 8.0K, 314"NPT TY4231 - Pendent 8.0K, 314"NPT Page 1 of 10 APRIL, 2006 TFPI7I 7/16" (11,1 mm) NOMINAL MAKE-IN — NOMINAL MAKE-IN 2 I ESCUTCHEON PLATE SEATING SURFACE \2-1/4' (57,2 mm) 1-9/16" (39,7 mm) SSP DEFLECTOR * STYLE 10 or 20 RECESSED t_j_ - __S'_ - ESCUTCHEON 2-7/8" (73,0 mm) DIA. Page 2 of 10 TFPI7I PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TYII3I) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE T__ 2-3/16" (55,6 mm) 1-1/2" (38,1 mm) 7/16(11,1 mm) STYLE 10 or 20 ** NOMINAL RECESSED 2" NPT MAKE-IN ESCUTCHEON SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA, SSU * DEFLECTOR (11,1mm) 1 7/16" MAKE-IN 2-3/16" NOMINAL I WRENCH __ (55,6 mm) FLATS 1/2" NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT ESCUTCHEON PLATE SEATING SURFACE 2-3/16" (55,6 mm) 1-1/2" (38,1 mm) 7/16(11,1 mm) STYLE 10 0r2( ** NOMINAL RECESSED MAKE-IN ESCUTCHEON SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA. SSU * DEFLECTOR 6* 1/2" 5 (12,7 mm) NOMINAL MAKE-IN 2-1/4" (57,2 mm) / 3 3/4' NPT** I UPRIGHT CROSS SECTION TFPI7I Page 3 of 10 SSU * DEFLECTOR 6* 7/16" 1 5 (11,1mm) NOMINAL I , : MAKE-IN 2-3/16" 55,6mm) ', 3 1/2" NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Seating 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2(12,7mm) STYLE 30 or 40 PLATE SEATING ,, ** NOMINAL RECESSED SURFACE MAKE-IN ESCUTCHEON NPT 2-5/16" (58,7 mm) I \ 1] (39,7 mm) WRENCH _ L LATS SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA. PENDENT RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4 131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Page 4 of 10 TFPI7I SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITE' IPOLYESTER 2.8 1/2' PENDENT (TY1231) and UPRIGHT (TYII3I) 135°F/57C Orange 1,2,3,5 155°F/68°C Red 175F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue NPT RECESSED PENDENT (TY1231)* Figure 5 135°FI57C Orange 1,2,5 155°F/68C Red 175F/79C Yellow 200°F/93C Green RECESSED PENDENT (TY1231)** Figure 6 135°F/57°C Orange 155°F/68°C Red 175F/79°C Yellow 2O0F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135F/57C Orange 1,2 155F/68°C Red 175°F/79C Yellow 200°F/93C Green 286F/141C Blue RECESSED PENDENT (Y2231)* Figure 7 135F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93C Green RECESSED PENDENT (TY2231)** Figure 8 135F/57°C Orange 155F/68°C Red 175F/79°C Yellow 200°F/93°C I Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Re- sponse Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/psi112 (40,3 LPM/barl/2) K = 4.2 GPM/ps1112 (60,5 LPM/bar1/2) K = 5.6 GPM/psi112 (80,6 LPM/bar1I2) K = 8.0 GPM/psi112 (115,2 LPM/barl'2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ............Bronze Button ........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflonf Bulb ..............Glass Compression Screw .....Bronze Deflector .......Copper/Bronze Bushing (K=2.8) .......Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. TFPI7I Page 5 of 10 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL BRASS I CHROME PLATED I LIQUID POLYESTER WHITE LEAD COATED 5.6 1/2" PENDENT (TY3231) and UPRIGHT (TY3131) 135°F/57"C Orange 12,3,4,5,6,7 1,2,3,5 155°F/68"C Red 175"F/79"C Yellow 200°F193°C Green 286"F/141°C Blue NPT RECESSED PENDENT (TY3231)* Figure 9 135"F/57°C Orange 1,2,4,5 N/A 155°F/68°C Red 175°F179°C Yellow 200°F193°C Green RECESSED PENDENT (TY3231)** Figure 10 135°F/57°C Orange 1,2,3,4,5 I I I I 1,2,4,5 I Green N/A 155°F168°C Red 175°F/79°C Yellow 200"F193°C 8.0 3/4,, PENDENT (TY4231) and UPRIGHT (TY4131) 135°F/57°C Orange 1,2, 3,4,5,6,7 1,2,5 155°F/68"C Red 175°F/79"C Yellow 200°F/93°C Green 286°F/141°C Blue NPT RECESSED PENDENT (TY4231)* Figure 11 135"F/57C Green 1,2,4,5 N/A 155°F/66°C Orange 175°F/79°C Red 200°F/93°C Yellow RECESSED PENDENT (TY4231)** Figure 12 135°F/57"C Orange 1, 2, 3, 4, 5 N/A 155°F/68"C Red 175°F/79"C Yellow 200°F/93"C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers: however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS Page 6 of 10 TFPI7I SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT (TY3231) and 2.8 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2" RECESSED PENDENT NPT (1Y323) PENDENT (TY4231) and 4.2 UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A RECESSED PENDENT NPT (1Y4231) PENDENT (TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 UPRIGHT (TY3131) OR 1/2" 175 PSI (12,1 BAR) RECESSED PENDENT NPT (TY323) (SEE NOTE 1) N/A PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8.0 UPRIGHT (TY4131) RECESSED PENDENT NPT (TY4231) N/A NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141°C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFPI7I - 2-7/8" DIA. - 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 114" (6,4 mm) FACE OF MOUNTING SPRINKLER*R 1 (57,2 mm) PLATE FITTING 1 (3,2 mm) MOUNTIN SURFACE CLOSURE SERIES 1-5/16 (333 mm) TY-FRB 13/16" (20,6 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT - 2-7/8" DIA. - 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. I 1/4"(6,4 mm) SPRINKLER PLATE FACE OF ,,_57,2 mm) MOUNTING mm) FITTING MOUNTING // /// . t SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 314"(19,1 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Page 7 of 10 - 2-7/8" DIA. - 1/2±1/8" (73,0 mm) 1/2(12,7mm) r (12,7±3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) SPRINKLEqR PLATE FACE OF 572 mm) MOUNTING FITTING 1/8" / SURFACE MOUNTIN I CLOSURE SERIES 1-5/16" (33,3 mm)I TY-FRB 1-1/16"(27,0 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT - 2-7/8"DIA. (73,0 mm) 1/2±1/8" I 1/2(12,7mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (572 mm) MOUNTING I SPRINKLEqR PLATE I FITTING p2mm) MOUNTIN SURFACESERIES 1-1/4(31,8 mm)1 CLOSURE TY.FRB 1"(25,4 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random Page 8 of 10 - 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) FACE OF PLATE I SPRINKLER 2mm) MOUNTING (15,9±6,4 mm) 2-1/4" DIA I 1/4" (6,4 mm) I FITTING 1/8" (3,2 mm) / MOUNTING 1 SURFACE SERIES 1-1/4(31,8 mm) I CLOSURE TY-FRB 3/4"(19,11 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT - 2-7/8" DIA. - 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING 18" SPRINKLER PLATE FITTING - __ ____________ (3,2/mm) - -7- MOUNTING __ ____ MOUNTING CLOSURE SERIES 1-5/16" (3,3j SURFACE _________________ TYFRB 13/16" (20,6 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT TFPI7I - 2-7/8" DIA. - 1/2±1/8" (73,0 mm) 1/2"(12,7mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I SPRINKLEqR PLATE I FACE OF mm) MOUNTING FITTING 1/8" i SuRFACE (32 mm) MOUNTIN CLOSURE SERIES 1-1/4"(31,8mm) TY-FRB 1" (25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) MOUNTING FACE OF (57,2 mm) SPRINKLER I _ fl FITTING PLATE / (3.2 mm I \ - MOUNTING SURFACE CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 9 of 10 PIN 57-XXX-X-XXX I L MODEL/SIN 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) 1Y1231 340 4.2K UPRIGHT (1/2"NPT) 1Y2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (112"NPT) TY3231 390 8.0K UPRIGHT (3/4"NPT) TY4131 391 8.0K PENDENT (3/4"NPT) TY4231 I I I SPRINKLER L 135 1 NATURAL BRASS 4 WHITE POLYESTER 3 WHITE (RAL9010)* 9 CHROME PLATED 7 LEAD COATED I 155 175 200 286 TEMPERATUF RATING ___ 155*F/68*C 175°F/79°C 2000F/93*C 286°F/141°C * Eastern Hemisphere sales only. TABLED PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify*) fin- ish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 10 of 10 TFPI7I TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCD /Fire & Building / Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 iff rapid response HOME FIRE SPRINKLER SYSTEM Series LFII Residential Pendent Sprinklers 49 K-factor General Description The Series LFII (1Y2234) Residential Pendent Sprinklers are decorative, fast response, frangible bulb sprin- klers designed for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII (1Y2234) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (1Y2234) has a 4.9 (706) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII (1Y2234) is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in afire situation or cause it to operate prematurely. adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY2234) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2234) Residential Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. SprinkleriModel Identification Number SIN TY2234 Page 1 of 8 JANUARY, 2006 TFP400 Page 2 of 8 TFP400 Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (Greater Than 4 Inch Rise Ft. x Ft. (m) for 12 Inch Run) Up To Max. 4 Inch Rise for 12 Inch Run) Up To Max. 8 Inch Rise for 12 Inch Run) (m x m) 155°F168°C or 155°F168°C 175°F179°C 155°F168°C 175°F179°C 175°F179°C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 Psi (0,83 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 18 x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 20 x 20 20 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) 22 GPM (83,3 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 16.7 psi (1,15 bar) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) 20.2 psi (1,39 bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psi112 (70,6 LPM/bar1/2) Temperature Rating: 155°F/68°C or 175°F/79°C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame ..............Brass Button .............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb .........3 mm dia. Glass Compression Screw .....Bronze Deflector ...........Bronze Ejection Spring . . . . Stainless Steel tDuPont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFll (1Y2234) Residential Pendent Sprinklers are UL and C-UL Listed for installation in accordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the localAuthority having Juris- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. For "Horizontal Ceilings" (maximum 2 inch rise for 12 inch run), the sprin- klers are to be installed with a deflec- tor to ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTES The "Beam Ceiling Design Criteria" section starting on Page 4 permits de- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector-to-ceiling distance is permit- ted for NFPA 130 and NFPA 13Rappli- cations where the sprinklers are located in closets. For "Sloped Ceilings" (greater than 2 inch rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to ceiling TFP400 Page 3 of 8 7/16' (11,1 mm) 1/2' ESCUTCHEON Components: NOMINAL N PLATE SEATING i.. 2-7/8" DIA. 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 3 - Sealing Assembly 1 4 - Bulb 5 - Compression Screw 2-1/4" 6 - Deflector * ________ \I (57,2 mm) ESCUTCHEON 1-5/8" RENCH STYLE 20 RECESSED (41,3 mm) WRENCH * Temperature rating is 6*h1 FLATS indicated on Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS - 2-7/8" DIA. (73,0 mm) I 7/16±1/8" 1/2" (12,7 mm) r (11,1±3,2 mm) 2-1/4" DIA. I 1/4" (6,4 mm) FACE OF SPRINKLER (57,2 mm) MOUNTING FITTING PLATE I LL t $ MOUNTING SURFACE 1/8" ...(3,2 mm) 1-3/8" (34,9 mm) 1 CLOSURE TY2234 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY2234) RESIDENTIAL PENDENT SPRINKLER distance of 1-3/8 to 4 inches or in the recessed position Using only the Style 20 Recessed Escutcheon as shown in Figure 2 Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). WR ENCH RECESS (END "A" USED FOR TY2234) FIGURE 3 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH Page 4 of 8 TFP400 Beam Ceiling Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C-UL Listed for installation in residential oc- cupancies with horizontal ceilings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in ac- cordance with the following criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 5, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross-Section: Maxi- mum depth of 14 inches and the maxi- mum width is unlimited. The cross- sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross-Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 6A) are to be 3 ft. -4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 6B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 6C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 6C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler Types. Series LFll (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The deflector to bottom of primary beams for the Series LFII (TY2234) Pendent Sprinklers or Series LFll (TY2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 5A). The vertical center- line of the Series LFll (TY2234) Pen- dent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig 5B). NOTES Core drilling of beams to allow the in- stallation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFll (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.7). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft. - 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. A E El E TY2234 B MAXIMUM TY2234 ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) FIGURE 5 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Ceiling Design Criteria" section) NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP400 ALL FIGURES: H—A A A— DISTANCES ARE MEASURED TO IF IF IF COMPARTMENT 7. .,.,,,,.. WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM Page 5 of 8 14"(356 mm) MAXIMUM A = 3-4" to 6-0"(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH 20'-0"(6,1 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20-0 (6,1 m) PRIMARY BEAM COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20-0" (6,1 m) * PRIMARY BEAM *REFER TO FIGURE 66 COMPARTMENT FOR SPANS WALLS EXCEEDING 20-0" (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS A = 3-4" to 6-0"(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH B = 20'-0"(6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0"(6,1 m) A = 3-4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAy- INGA 14" (356 mm) MAXIMUM DEPTH C = 34" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Page 6 of 8 TFP400 SECONDAF BEAM PRIMAl BEAN * USE DISTANCES SHOWN IN FIGURES 6A, 6B & 6C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FIGURE 7 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Installation The Series LFII (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Pendent sprinklers are to be installed in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. Step A. Recessed pendent sprinklers are to be installed in the pendent posi- tion with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The Series LFll (TY2234) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- TFP400 Page 7 of 8 age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFII (TY2234), K=4.9, Residen- tial Pendent Sprinkler with (specify) temperature rating and (specify) fin- ish, P/N (specify). 155F/68C or Chrome Plated .........P/N 51-201-9-155 155FI68C White Polyester .........P/N 51-201-4-155 155F/6&C White (RAL9O1O) ............. P/N 51-201-3-155 155FI6&C Natural Brass...........P/N 51-201-1-155 175Ff79C or Chrome Plated .........P/N 51-201-9-175 175F/79C White Polyester.........P/N 51-201-4-175 175F/79C White (RAL9O1O) ............. P/N 51-201-3-175 175F/79C Natural Brass...........P/N 51-201-1-175 *Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (spec- ify*). *Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 8 of 8 TFP400 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ttIC17 /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 0 rapid response HOME FIRE SPRINKLER SYSTEM Series LFII Residential, NFPA 13 Optimized Horizontal Sidewall Sprinklers 5.6 K-factor General Description The Series LFII (TY3334) Residential Horizontal Sidewall Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When enhanced flow charac- teristics for residential portions of any occupancy per NFPA 13 is the major consideration, the Series LFII (1Y3334) should be the first choice. When higher flow demands are re- quired for residential sprinklers used in an NFPA 13 design, the large 5.6 K- factor of the Series LFII (TY3334) is an attractive choice. Although mostly in- tended where residential sprinklers are to be used in an NFPA 13 design, the Series LFII (1Y3334) can also be used in wet pipe residential sprinkler systems for one- and two-family dwell- ings and mobile homes per NFPA 13D, and wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R. The recessed version of the Series LFII (TY3334) is intended for use in areas with finished walls. It employs a two-piece Style 20 Recessed Escutch- eon. The Recessed Escutcheon pro- vides 1/4 inch (6,4 mm) of recessed IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush mounting surface position. The adjust- ment provided by the Recessed Es- cutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY3334) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY3334) Residential Horizontal Sidewall Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- / ng their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number SIN TY3334 Page 1 of 6 JANUARY, 2006 TFP4I5 Page 2 of 6 TFP4I5 Components: 5 3 2 1 2 - Button Assembly FLATS 1 - Frame 7/16" (11,1 mm) WRENCH 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * TOP-OF- 6 * 2-7/8" DIA. DEFLECTOR NOMINAL (73,0 mm) * Temperature rating MAKE-IN is indicated on top of Deflector. __NTERLINE OF WATERWAY - (11,1 mm) STYLE 20 1/2 NPT RECESSED 1-5/8' ESCUTCHEON END OF I (41,3 mm) ESCUTCHEON DEFLECTOR I 2-1/4" PLATE SEATING BOSS (57,2 mm) SURFACE RECESSED FIGURE 1 SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS 7/16±1/8" (11,1±3,2 mm) MOUNTING FACE OF SURFACE -J SPRINKLER I FITTING TOP-OF- CLOSURE DEFLECTOR 2-7/8" DIA. (73,0 mm) 1/4" DIA. 7,2 mm) 7/16" (llL)- MOUNTING U11 PLATE END-OF- I I 1/8"I DEFLECTOR BOSS 1-3/8(34,9mm) I (3,2 mm) 1/2(12,7mm) 1-1/8" (28,6 mm) 1/4" (6,4 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER Technical Discharge Coefficient: Data K = 5.6 GPM/ps1112 (80,6 LPM/bar112) Approvals: Temperature Rating: UL and C-UL Listed. 155"F/68°C or 175"F/79°C Maximum Working Pressure: Finishes: 175 psi (12,1 bar) White Polyester Coated, Chrome Plated, or Natural Brass / WRENCH RECESS / (END "A" USED FOR 1Y3334) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS V PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH Physical Characteristics: Frame .............Brass Button ............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ........3 mm dia. Glass Compression Screw .....Bronze Deflector ...........Copper tDupont Registered Trademark TFP4I5 Page 3 of 6 Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY3334) Residential Horizontal Sidewall Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the local Authority Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Tables A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with an end-of- deflector-boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top-of-deflector-to-ceil- ing distance is to be within the range (Ref. Table A or B) being hydraulically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m) when installed with a top-of-de- flector-to-ceiling distance of 4 to 6 inches (100 to 150 mm). The minimum spacing between sprinklers is 9 feet (2,7 m) when installed with a top-of-de- flector-to-ceiling distance of 6 to 12 inches (150 to 300 mm). The maxi- mum spacing between sprinklers can- not exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 16 feet for a 16 ft. x 20 ft. coverage area). Installation The Series LFII (TY3334) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak tight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.Ibs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Horizontal Sidewall Sprinklers must be installed in ac- cordance with the following instruc- tions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling with the front edge of the De- flector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Horizontal Sidewall Sprinklers must be installed in accordance with the following in- structions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the wall has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the wall. Care and Maintenance The Series LFII (1Y3334) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned (Continued on Page 6) Page 4 of 6 TFP4I5 ELEVATION Maximum Coverage Maximum Spacing Minimum Flow (c) and Residual Pressure Area (a) Width x Length (") Ft. x Ft. Ft. (m) Top-Of-Deflector- To- Ceiling: 4 to 6 Inches (100 to 150 mm) Top-Of-Deflector. To- Ceiling: 6 to 12 Inches (150 to 300 mm) (m x m) 155°F168°C 175°FI79C 155°F168°C 175°F179°C 12 x 12 12 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) (3,7 x 3,7) (3,7) 9.2 psi (0,63 bar) 9.2 psi (0,63 bar) 12.8 psi (0,88 bar) 12.8 psi (0,88 bar) 14 x 14 14 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 22 GPM (83,3 LPM) 22 GPM (83,3 LPM) (4,3 x 4,3) (4,3) 11.5 psi (079 bar) 11.5 psi (0,79 bar) 15.4 psi (1,06 bar) 15.4 psi (106 bar) 16 x 14 16 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) (4,9 x 4,3) (4,9) 12.8 psi (0,88 bar) 12.8 psi (0,88 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 16 16 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 28 GPM (106,0 LPM) 28 GPM (106,0 LPM) (4,9 x 4,9) (4,9) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar) 16 x 18 16 26 GPM (98,4 LPM) 26 GPM (98,4 LPM) 31 GPM (117,3 LPM) 31 GPM (117,3 LPM) (4,9 x 5,5) (4,9) 21.6 psi (1,49 bar) 21.6 psi (1,49 bar) 30.6 psi (2,11 bar) 30.6 psi (2,11 bar) 16 x 20 16 29 GPM (109,8 LPM) 29 GPM (109,8 LPM) 37 GPM (140,0 LPM) 37 GPM (140,0 LPM) (4,9 x 6,1) (4,9) 26.8 psi (1,85 bar) 26.8 psi (1,85 bar) 43.7 psi (3,01 bar) 43.7 psi (3,01 bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run, must be located per one of the following: Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run) TFP4I5 Page 5 of 6 i PA ELEVATION Minimum Flow (c) and Residual Pressure Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area (a) Ft. Width x Length (b) (m) Ft x Ft.Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: (mx m 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) 155°F/68°C 175°F/79°C 155°F168°C l75FI79°C 16 x 16 16 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) (4,9 x 4,9) (4,9) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE B NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run) Page 6 of 6 TFP4I5 by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness fora par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFll (1Y3334), K=5.6, Residen- tial Horizontal Sidewall Sprinkler with (specify) temperature rating and (specify) finish, P/N (specify). 155°F168°C Chrome Plated ............PIN 51-524-9-155 White Coated .............PIN 51-524-4-155 White (RAL9O1O). .......... P/N 51-524-3-155 Natural Brass .............P/N 51-524-1-155 175°FI79C Chrome Plated ............P/N 51-524-9-175 White Coated .............P/N 51-524-4-175 White (RAL9O1O). .......... P/N 51-524-3-175 Natural Brass .............P/N 51-524-1-175 * Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (spec-ify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 SPRINKLER/MODEL TECHNICAL IDENTIFICATION TYPE DATA SHEET NUMBER NUMBER 1Y2234 Pendent and TFP400 Recessed Pendent, K=4.9 1Y4234 Pendent, Recessed, TFP408 and Concealed Pendent, K=6.9 1Y1334 Horizontal Sidewall and TFP410 Recessed Horizontal, K4.2 TY3334 Horizontal Sidewall and TFP415 Recessed Horizontal, K=5.6 TY2284 Flush TFP420 Pendent, K4.2 TY2384 Flush TFP425 Horizontal Sidewall, K4.2 TY2596 Concealed Pendent TFP440 Flat Plate, K4.2 1Y3596 Concealed Pendent TFP442 Flat Plate, K4.9 TY2234 Concealed Pendent TFP450 Domed Plate, K4.9 TABLE A, SERIES LFll RESIDENTIAL SPRINKLERS t11CLY /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 ,a rapid response HOME FIRE SPRINKLER SYSTEM Series LFII Residential Sprinkler Design Guide able of on tents SECTIONS General . . . . . . . . . . . . . . I Design — Background . . . . . I Design - Hydraulics ......2 Design - Sprinkler Location . 3 Design - Beam Ceilings . . . 16 Installation ...........18 Care and Maintenance . . . . 18 Limited Warranty .......18 TABLES Series LFll Residential Sprinklers .....I Rise over Run Conversion To Degrees of Slope ......3 FIGURES Spacing Under Horizontal Ceilings (Parts I and 2). . . . 4-5 Spacing Under Sloped Ceilings (Parts I thru 7) . . 6-11 Spacing To Avoid Obstructions ..........12 Positioning Of Sprinklers With Respect To Obstructions Along Walls . . 13 Proximity To Heat Sources (Parts I and 2). . 14-15 Beam Ceilings .......16-18 Page 1 of 20 General Tyco Fire Products' (TFP) Residential Sprinklers are fast response automatic sprinklers. They are to be used only in wet pipe residential sprinkler systems for one- and two-family dwellings and mobile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. This document provides design guid- ance for the Series LFll Residential Sprinklers outlined in Table A. Residential fire sprinkler systems JANUARY, 2006 should only be designed and installed by those competent and completely familiar with automatic sprinkler sys- tem design, installation procedures, and techniques. Several criteria may apply to a given installation and usage of each sprinkler. Consequently, the sprinkler system designer is recom- mended to review and develop a work- ing understanding of the complete list of criteria prior to initiating the design of a residential fire sprinkler system. WARNINGS The Series LFII Residential Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- TFP49O Page 2 of 20 TFP49O fection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Design - Background The design criteria for Residential Sprinklers begins with the Third Edi- tion of Underwriters Laboratories Inc. UL 1626 dated July 10, 2001 - "Standard for Residential Sprinklers for Fire Protection Service". All TFP Residential Sprinklers are tested and listed under UL 1626 with specific pub- lished spacings, flows, and pressures for each residential sprinkler identified by its sprinkler/model identification number and as detailed in the Techni- cal Data Sheets referenced in Table A. One of the most notable revisions in- corporated into the Third Edition of UL 1626 is the new minimum flow rates that are effective for product manufac- tured after July 12, 2002, which is in- tended for installation in new systems. When establishing a flow rate for UL Listing, the manufacturer must use a minimum required discharge that cor- relates to a 0.05 gpm/ft2. Due to wall wetting requirements, the under- standing is that the density applied at the floor will be less than 0.05 gpm/ft2. Also, the understanding in some cases is that the UL Listed flow rate may be greater than the calculated 0.05 gpm/ft2 to be able to successfully pass the UL 1626 fire tests. Increased flow rates for sidewall type sprinklers is common. The design criteria for residential sprinklers contained in the current NFPA Standards must be followed ex- cept as modified by the individual UL 1626 listing information provided in the Technical Data Sheets referenced in Table A and this design guide. NOTE The approval of all residential sprinkler designs and installations must be made by the Authority Having Jurisdic- tion (AHJ) for compliance with all gov- ernmental codes and standards. Design - Hydraulics NFPAI3D. The number of design sprinklers shall include all sprinklers within a compartment up to a maxi- mum of two sprinklers where specific UL Listed flows are provided. The minimum required sprinkler flow rate for systems designed to NFPA 13D are given in the Technical Data Sheets referenced in Table A, as a function of temperature rating and the maximum allowable coverage areas. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is nec- essary to use the minimum required flow for the next largest coverage area. Example No. 1: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 14 ft. x 16 ft. In this case the minimum flow require- ment for a 16 ft. x 16 ft. coverage area must be used. Example No. 2: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 17 ft. x 17 ft. In this case the minimum flow require- ment for a 18 ft. x 18 ft. coverage area must be used. NFPAI3R. The number of design sprinklers shall include all sprinklers within a compartment up to a maxi- mum of four sprinklers where specific UL Listed flows are provided. The minimum required sprinkler flow rate for systems designed to NFPA 13R are given in the Technical Data Sheets referenced in Table A, as a function of temperature rating and the maximum allowable coverage areas. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is nec- essary to use the minimum required flow for the next largest coverage area. Example No. 1: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 14 ft. x 16 ft. In this case the minimum flow require- ment for a 16 ft. x 16 ft. coverage area must be used. Example No. 2: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 17 ft. x 17 ft. In this case the minimum flow require- ment for a 18 ft. x 18 ft. coverage area must be used. NFPA 13. The number of design sprin- klers is to be the the four most hydrau- lically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Technical Data Sheets referenced in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is necessary to use the minimum required flow for the next largest coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. The greatest di- mension of the actual coverage area cannot be any greater than the maxi- mum coverage areas indicated in the Technical Data Sheets refer- enced in Table A. Example No.1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on using the LFII (TY2234) Pendent Residential Pendent Sprinkler, the flow rate pro- vided in TFP400 for a 20 ft x 20 ft. coverage area is 20 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 16 GPM. In this case a minimum flow rate of 20 GPM for this design sprinkler must be utilized. Example No.2: A long narrow room being protected is 12 ft. wide; conse- quently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (1Y2234) Pendent Residential Pendent Sprin- kler, the flow rate provided in TFP400 for a 20 ft x 20 ft. coverage area is 20 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprinkler must be utilized. Compartment. A compartment is a space that is completely enclosed by walls and a ceiling. The compartment enclosure may have openings to an adjoining space, provided the open- ings have a minimum lintel depth of 8 inches from the ceiling. Sloped Ceilings. For systems de- signed to NFPA 13, 13D, or 13R and where specific UL Listed flows have not been provided for sloped ceilings, consult with the local Authority Having Jurisdiction with regard to the number of "design sprinklers" for sloped ceil- ings having a slope greater than a 2 inch rise for a 12 inch run. 12 I Z (I) 1 2 3 4 5 6 7 8 9 10 11 12 RUN, INCHES TABLE B RISE OVER RUN CONVERSION TO DEGREES OF SLOPE 60° 56° 53° 50° 46° 45° 11 58° 54° 51° 48° 45° 42° 10 59° 55° 51° 48° 45° 42° 40° 9 W 56° 52° 48" 45° 42° 39° 37° 58° 53° 49° 45° 42° 39° 36° 34° 60° 54" 49° 45° 41° 38° 35° 32° 30° u16 56° 50° 45° 41° 37° 34° 31° 29" 27° 5 59° 51" 45° 40° 36° 32° 29° 27° 24° 23° 4 63° 45° 39° 34° 30° 27° 24° 22° 20° 18° 3 56° 45° 37° 31° 27° 23° 21° 18° 17° 15° 14° 2 45" 34" 27° 22° 18° 16° 14° 13° 11° 10° 9° 45° 27° 18° 14° 11° 9° 8° 7° 6° 6° 5° 5° TFP49O Page 3 of 20 Design - Sprinkler Location When locating Residential Sprinklers, Sprinkler Spacing, Obstruction To Water Distribution, Heat Sensitivity, Preventing Cold Soldering, and Prox- imity To A Heat Source must all be considered. Table B provides a conversion of 'Rise Over Run" that is a conventional method of defining slope in architec- tural drawings to "Degrees Of Slope" as used in this guideline. Sprinkler Spacing Under Horizontal Ceilings (Up to 9 degrees of slope). Residential sprinklers are utilized for various maximum spacings in accord- ance with minimum flows and pres- sures. Typical coverage areas for pen- dent sprinklers are 12 ft. x 12 ft. up to 20 ft. x 20 ft., and typical coverage areas for horizontal sidewall sprinklers are 12 ft. x 12 ft. up to 16 ft. x 20 ft. Refer to the Technical Data Sheets referenced in Table A for coverage areas, and refer to Figure 1 for Spac- ing Rules Under Horizontal Ceil- ings. Understanding the intended area of coverage while using this guide is critical. Always remember that the spacing of sprinklers under horizontal ceilings with slopes greater than 0 degrees (i.e., non-level) is measured along the slope when determining distance off of walls and between sprinklers. Sprinkler Spacing Under Sloped Ceilings (10 to a 60 degrees of slope). Residential sprinklers are util- ized for various maximum spacings in accordance with minimum flows and pressures. Typical coverage areas for pendent sprinklers are 12 ft. x 12 ft. up to 20 ft. x 20 ft., and typical coverage areas for horizontal sidewall sprinklers are 12 ft. x 12 ft. up to 16 ft. x 20 ft. Refer to the Technical Data Sheets referenced in Table A for coverage areas, and refer to Figure 2 for Spac- ing Rules Under Sloped Ceilings. Understanding the intended area of coverage while using this guide is criti- cal. Always remember that the spacing of sprinklers under sloped ceilings is measured along the slope when deter- mining distance off of walls and be- tween sprinklers. Obstruction To Water Distribution. Location with respect to obstructions to water distribution are addressed by Figure 3. If a sprinkler water distribu- tion pattern is obstructed, the obstruc- tion is to be considered the maximum distance of coverage for a given sprin- kler and additional sprinklers beyond the obstruction will be necessary. Because of the varied nature of resi- dential type construction, there will be some compartment designs that can- not be fully sprinklered in accordance with the recommendations of NFPA 13, 13D, or 13R. In the event of this condition, consult with the Authority Having Jurisdiction. Appendix material in NFPA 13D and 13R references the evaluation of cer- tain small areas. Small areas created by architectural features such as planter box windows, bay windows, and similar features can be evaluated as follows: Where no additional floor space area is created by the architectural feature, no additional sprinkler protec- tion is required. Where additional floor space is cre- ated by an architectural feature, no additional sprinkler protection is re- quired, provided all of the following conditions are met: The floor area does not exceed 18 sq. ft. The floor area is not greater than 2 ft. in depth at the deepest point of the architectural feature to the plane of the primary wall where measured along the finished floor. The floor is not greater than 9 ft. in length where measured along the plane of the primary wall. Measurement from the the deepest point of the architectural feature to the sprinkler should not exceed the maxi- mum listed spacing of the sprinkler. The hydraulic design is not required to consider the area created by the archi- tectural feature. Figure 4 provides guidance for posi- tioning of pendent and horizontal side- wall sprinklers with respect to obstruc- tions along a wall, and in the case of pendent sprinklers the positioning of sprinklers on both sides of a continu- ous obstruction located at the ceiling. Consideration must be given to the size of the obstruction, as well as the allowable deflector-to ceiling distance. Heat Sensitivity. Sensitivity to heat is critical for prompt operation of a resi- dential sprinkler for a fire condition. The Technical Data Sheets referenced in Table A provide the allowable sprin- kler deflector-to-ceiling distances. Residential sprinklers are to be in- stalled beneath smooth flat ceilings as defined by NFPA 13. NOTE Special consideration, such as in- creasing the number of design sprin- klers being hydraulically calculated, Page 40f20 TFP490 A- UP TO ONE HALF THE MAXIMUM SPRINKLER A A SPACING (SEE A A A [ A TECHNICAL DATA B I I I B B I [-B SHEETS REFERENCED \V D IN TABLE A) FOR THE COVERAGE AREA BEING C E- BACK HYDRAULICALLY D WALL CALCULATED. BACK E - /-------::.:::::. B- MINIMUM 4". I WALL A / I C- UPTOTHE MAXIMUM B -C SPRINKLER WIDTH A (SEE TECHNICAL DATA B ________LJ SHEETS REFERENCED _____ _______ — - :.: ::-::-::,::::-::,::,:::•:-:::•:-:•:•:•::•::•:::--:-:: IN TABLE A) FOR THE PLANIJ PLAN 1K COVERAGE AREA BEING HYDRAULICALLY C C CALCULATED. D - MINIMUM 8'-0'. A A A [_ A E- UPTOTHE MAXIMUM B ' I' I' B B [ [ I' B SPRINKLER LENGTH (SEE TECHNICAL DATA SHEETS REFERENCED BACK BACK IN TABLE A) FOR THE WALL WALL COVERAGE AREA BEING E HYDRAULICALLY I A E CALCULATED BACK TJ -C V SIDEWALL SPRINKLER WALL PLAN IL PLAN 1M NOTE Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 degrees to 9 degrees, must be located per one of the following: Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. Locate the sprinklers along the slope and positioned to discharge across the slope. FIGURE 1—PART 1 of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS - SIDEWALL SPRINKLER - must be given to installations where continuous obstructions to heat flow are present (e.g., beams, lintels, etc.). Under a sloped ceiling, the residential sprinkler(s) located at the highest ele- vation must not be located more than 3 feet measured vertically down from the peak. Preventing Cold Solder. A minimum distance between residential sprin- klers to prevent cold soldering (i.e., the wetting from an operated sprinkler onto an unoperated sprinkler that could prevent its potential to operate if needed) must be maintained. mum distance between residential sprinklers to prevent cold soldering is 8 feet. Sloped ceilings, however, present more of a cause for concern for cold soldering, since the elevation of one sprinkler may be higher than another, resulting in a different distribution pat- tern than that of a horizontal ceiling condition. Figure 2 for Spacing Rules Under Sloped Ceilings addresses the minimum acceptable distance under various sloped ceiling conditions that will take into account the prevention of cold soldering. is to stagger the sprinklers so that the distance between two sprinklers is in- creased. In some case, baffles can be located midway between two closely located sprinklers to prevent cold sol- dering. Proximity To A Heat Source. Sprin- klers must be located so as to prevent an inadvertent operation due to expo- sure of normal heat sources. Location with respect to exposure of heat sources other than fire that may cause an inadvertent operation of a residen- tial sprinkler is addressed by Figure 5. Under horizontal ceilings, the mini- One solution to prevent cold soldering TFP49O Page 5 of 20 A- UP TO ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FORTH E COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MINIMUM 4'. UP TO THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. MINIMUM 8'-0. .4- PENDENT SPRINKLER. FIGURE 1— PART of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS - PENDENT SPRINKLERS - Page 6 of 20 TFP49O A BACK WALL D PENDENT SPRINKLERS SIDEWALL SPRINKLERS ELEVATION ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. MINIMUM: 8'-0" C - MAXIMUM: 3-0" D- RANGE: 10°-60° CEILING ANGLE. E - MINIMUM: 4" FIGURE 2—PART I of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS - MULTIPLE SPRINKLERS ON SAME SLOPE AND DISTANCE OFF WALLS - TFP49O Page 7 of 20 B B BACK WALL Ar VI PENDENT SPRINKLERS SIDEWALL SPRINKLERS ELEVATION ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. MINIMUM: 8-0" C - MAXIMUM: 3-0" D- RANGE: 1O°-60° CEILING ANGLE. E - MINIMUM: 8-0" FIGURE 2— PART 2of6 SPRINKLER SPACING UNDER SLOPED CEILINGS - SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES - Page 8 of 20 TFP49O A A PER GRAPH /GRAPH A ! I )..::. BACK PENDENT SPRINKLERS SIDEWALL SPRINKLERS WALL ELEVATION ELEVATION A- MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: 3'-0" WHEN THERE ARE NO SPRINKLERS ON THE LEVEL CEILING C - RANGE: 100 - 600 CEILING ANGLE. D- MINIMUM: 8'-0" 3 E[FIIHHIHHI a 2ACCEPTABLE 01 HH UNACCEPTABLE - 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'C, DEGREES(') GRAPH A SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) BEING HYDRAULICALLY CALCULATED: 20 18' 16' 14' (d) 12' 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'C', DEGREES(') GRAPH B FIGURE 2— PART 3 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS SPRINKLERS LOCATED ON INTERSECTING HORIZONTAL AND SLOPE CEILINGS - ID 5 w 0 0 UFO) 3 2 n I TFP49O Page 9 of 20 A A I!' PER A GRAPH E PENDENT SPRINKLERS ELEVATION PER %PH 3 D E —BACK SIDEWALL SPRINKLERS WALL ELEVATION A- MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B — MAXIMUM: 3-0" C - RANGE: 10° -45° CEILING ANGLE. D — RANGE: 100 -45° CEILING ANGLE. E- MINIMUM: 8'-0" SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) BEING HYDRAULICALLY CALCULATED: 20' 18' 16' 10 15 20 25 30 35 40 45 (d) 14: CEILING ANGLE, DEGREES(') (e) 12 USE THE GREATER OF ANGLE 'C' OR ANGLE 'D' GRAPH A 5 I ..... ._... U.... ••••U P d•••UU•• I••U• U••• ••U II•II UUPd l••lI i••I 11111 11111 11111 IlliP dli IIIP 11111 U••UU U••UU U•••• I.... •U'I ra•i ..... ..... •• u•.• ••• YUU a... uau ••••P p..0 a..., am•. A... I•••• 1111111111 I••U U•••U ...a U•U U• 4 11111 I!dll ll!dl ui.. 11141 ..... U.... ......... U..., ...ra a•.0 ..... ••a••u ••1• a..... .... .•.0 Pa..r i•u •••U UUVAU U••UU ..uipiii.ri 11111 £411 11111 PlIIIPMI4I a.. u••, i•.. uu.0 4••U p..... ••••'.••••• •••• , U•UU• '.U•SU UU•U U'AUU ...r U.... u••'.a•u WAMMM F,M::: Fal r a. ...va ..... .... 11(01111 •••u I!4II rauu 11111 u•u IZill r ai IPdI .i... IlP'd uP'A•U 4••U 4••• r4••• ..r4...... FIGURE 2— PART 4 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — NON-SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — Page 10 of 20 TFP490 C_ I I D D PENDENT SPRINKLERS ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: UP TO ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED OR AS RESTRICTED BY GRAPH A. C- RANGE: 10°-60° CEILING ANGLE. D - MINIMUM: 8-0" 10 9 Mill I IX Hill Hill I 8 UNACCEPTABLE jW EE 0 6 w O cn -IH 5 ___ ACCEPTABLE 11111111 Ix Hill 3 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'C, DEGREES(') GRAPH A FIGURE 2— PART 5of6 SPRINKLER SPACING UNDER SLOPED CEILINGS —PENDENT SPRINKLERS LOCATED AT PEAK - TFP49O Page 11 of 20 SIDEWALL SPRINKLERS ELEVATION A - MAXIMUM: UP TO THE MAXIMUM SPRINKLER COVERAGE AREA LENGTH (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - RANGE: 100 450 CEILING ANGLE. FIGURE 2— PART 6of6 SPRINKLER SPACING UNDER SLOPED CEILINGS —SIDEWALL SPRINKLERS LOCATED AT PEAK - H H GRAPH A GRAPH A 1' BACK I WALL GRAPH A GRAPH A * TO TOP OF DEFLECTOR 8 0 SIDEWALL SPRINKLER ELEVATION PLAN OF SPRINKLER COVERAGE LENGTH, FEET GRAPH A ) Page 12 of 20 TFP49O GRAPH A GRAPH A GRAPH ELEVATION GRAPH A Z 18 Nil .. U..... ••I IUU •.. •••••• •.. UUUUUU u.. u•••• U •U• I • •••••• ...... 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DISTANCEWTO OBSTRUCTION, FEET FIGURE 3— PART of 2 SIDEWALL SPRINKLER POSITIONING TO AVOID OBSTRUCTION TO WATER DISTRIBUTION TO THE SIDE AND TO THE FRONT OF THE SIDEWALL SPRINKLER TFP490 Page 13 of 20 PENDENT SPRINKLERS MAY BE LOCATED ON OPPOSITE SIDES OF AN OBSTRUCTION NOT EXCEEDING 4 FEET IN WIDTH PROVIDING THE DISTANCE FROM THE CENTERLINE OF THE OBSTRUCTION TO THE SPRINKLERS DO NOT EXCEED ONE HALF THE MAXIMUM SPRINKLER SPACING "A" (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) ELEVATION DS 30 OBSTRUCTIONS LOCATED AGAINST THE WALL AND WHERE 'D" IS LESS THAN OR EQUAL TO 30 INCHES IN WIDTH ARE PERMITTED TO BE PROTECTED WHEN "A" IS GREATER THAN OR EQUAL TO 'D" MINUS 8 INCHES PLUS "B" ELEVATION FIGURE 4— PART I of 2 POSITIONING OF PENDENT SPRINKLERS WITH RESPECT TO OBSTRUCTIONS ALONG A WALL OR CONTINUOUS OBSTRUCTIONS AT THE CEILING TO AVOID OBSTRUCTION TO WATER DISTRIBUTION TOP OF TOP OF SPRINKLER SPRINKLER CEILING DEFLECTOR CEILING DEFLECTOR SOFFIT SOFFIT / ALLOWABLE / 4 INCHES DEFLECTOR-TO- } Th MAXIMUM CEILING DISTANCE MINIMUM MAXIMUM (SEE TECHNICAL WALL -1 DEFLECTOR-TO- DEFLECTOR-TO- WALL DATA SHEETS CEILING DISTANCE CEILING DISTANCE I I REFERENCED (SEE TECHNICAL (SEE TECHNICAL 8INCHES IN TABLE A) DATA SHEETS DATA SHEETS MAXIMUM REFERENCED REFERENCED IN TABLE A) IN TABLE A) ELEVATION ELEVATION FIGURE 4— PART 2of2 POSITIONING OF HORIZONTAL SIDEWALL SPRINKLERS WITH RESPECT TO OBSTRUCTIONS ALONG A WALL TO AVOID OBSTRUCTION TO WATER DISTRIBUTION Page 14 of 20 TFP490 To prevent the possible release of a Residential Sprinkler's heat responsive element, due to exposure to heat sources other than abnormal fire, ordinary temperature classification (135F-170F temperature rating) Residential Sprinklers are only to be installed where the maximum (non-fire) temperature will not exceed 100°F/38C; and intermediate temperature classification (175°F-225F temperature rating) Residential Sprinklers are to be installed where the maximum (non-fire) temperature will be from 101°F/39°C to 150°F/66°C. The sprinkler system piping must NOT be run through heating ducts, or connected to the domestic hot water system. When installing Residential Sprinklers in the locations listed below, use the indicated temperature classification: D (TYP. TO FLUES) SPRINKLERS A MUST ............... LOCATED ..S / OUTSIDE OF SHADED C B AREAS E (ALL RAD. (TYP.) AROUND) PLAN PLAN 0° FRONT EDGES OF FIREPLACE k?1I L? BOX _ ///// //////// //// ELEVATION ELEVATION RECESSED HEARTH FURNACE OR FIREPLACE WATER HEATER FIGURE5—PART I of 2 PROXIMITY TO HEAT SOURCES Location Temperature Classification Where they will be exposed to the rays of the Intermediate sun passing through glass or plastic skylights. In unventilated attics or in an unventilated- concealed compartment under an uninsulated Intermediate roof, where the maximum ambient temperature does not exceed 150°F/66C. Proximity to Less than Within 3 to 6 inches Intermediate 6 inches or more Ordinary exposed light 250 Watts fixtures. 250-499 Within 6 to 12 inches Intermediate Watts 12 inches or more Ordinary Proximity to uninsulated Within 9 to 18 inches Intermediate heating duct. 18 inches or more Ordinary Proximity to uninsulated Within 6 to 12 inches Intermediate 12 inches or more Ordinary hot water pipe. As specified in the adjacent illustrations in Figure 5, Pa rrd 0 El t s 1 and 2. - Dim. Sprinkler Temperature Classification Ordinary Intermediate - A 5-0" 3-0" B 3'-0 1-0' C 2'-0 1,-U,, 0 1-6" 0'-9 E 0'-6 0-3" H RAD F G YP.) 3 OF VE ELEVATION COAL OR WOOD BURNING STOVE L M (TYP.) PLAN WALL MOUNTED HOT AIR DIFFUSER TFP49O Page 15 of 20 RAD. / F! (TYP.) (TYP.) (TYP.) N (TYP.) (TYP.) N (TYP.) PLAN KITCHEN RANGE AND/OR OVEN SPRINKLERS MUST BE LOCATED OUTSIDE OF SHADED AREAS - Dim. - Sprinkler Temperature Classification Ordinary Intermediate F 3-6' 1-0 G 3-6" 1-0" H 3-6" 1-0 J 2-0" 1-0' K 2-0" 1-0" L 3-0" 1-6" M 2-0" 1-0" N 1-6" 0-9" P 1 1-6" 1 0-9" FIGURE 5— PART of 2 PROXIMITY TO HEAT SOURCES Page 16 of 20 TFP49O Design - Beam Ceilings Residential occupancies with horizon- tal ceilings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams may be sprinklered as follows: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 6, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as 'secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross-Section: Maxi- mum depth of 14 inches and the maxi- mum width is unlimited. The cross- sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross-Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 7A) are to be 3 ft. -4 in. to 6 ft. from the compartment wall to center of the nearest beam and from center to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 713). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 7C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 7C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler Types. Series LFII (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers; and, Series LFll (1Y2284), 162F, Flush Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in Technical Data Sheets TF400 and TFP420 for "Horizontal Ceilings" are to be applied. Sprinkler Position. The deflector to bottom of primary beams for the Series LFll (TY2234) Pendent Sprinklers or Series LFII (TY2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 6A). The vertical center- line of the Series LFII (TY2234) Pen- dent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig 6B). The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 6C). The vertical centerline of the Series LFII (1Y2284) Flush Pendent Sprin- klers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig. 6D). NOTES Core drilling of beams to allow the in- stallation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFll (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.8). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per A Lo t: TY2234 - MAXIMUM TY2234 ONE-HALF BEAM WIDTH PLUS 2"(50,8 mm) Ft N EE EE co c~i c'1 c1 c, ') ') FLUSH TY2284 POSITION D MAXIMUM TY2284 ONE-HALF BEAM WIDTH PLUS 2' (50,8 mm) FIGURE 6 SPRINKLER POSITIONING UNDER BEAMS TFP49O Page 17 of 20 ALL FIGURES: DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM —A A 'f A IF IF IF — 14" (356 mm) MAXIMUM A= 3'4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH 20'-0" (6,1 m) MAXIMUM COMPARTMENT .. .. WALLS FIGURE 7A PRIMARY BEAM SPANS UP TO 20-0" (6,1 m) A '} A '} A IF IF — SECONDARY BEAM PRIMARY BEAM COMPARTMENT WALLS A = 3'4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH B = 20'-0" (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0" (6,1 m) PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) * REFER TO FIGURE 7B FOR SPANS EXCEEDING 20-0" (6,1 m) A = 34" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAy- C ING A 14" (356 mm) MAXIMUM i \ DEPTH C C=3'-4"(1,0m) MINIMUM FOR IF SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS —or— C =ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 7C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 7 PERMITTED BEAM ARRANGEMENTS A A— I: T.. SECONDARY BEAM PRIMARY* BEAM COMPARTMENT WALLS Page 18 of 20 TFP49O SECONDAF BEAM PRIMAF BEAM FAC SO Cc * USE DISTANCES SHOWN IN FIGURES 7A, 7B & 7C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FIGURE 8 BEAM AND SOFFIT ARRANGEMENTS the obstruction rules of NFPA 13 for residential sprinklers. Installation Care and When soffits are present, the pre- viously provided 3 ft.- 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. The Series LFII Residential Sprinklers must be installed in accordance with the applicable Technical Data Sheet referenced in Table A. Maintenance The Series LFII Residential Sprinklers must be maintained and serviced in accordance with the applicable Tech- nical Data Sheet referenced in Table A. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. TFP49O Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects inmate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foreaoina warranty is made in lieu This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page 19 of 20 Page 20 of 20 TFP49O TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCU /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series EC-8 - 80 K-factor Extended Coverage (Light Hazard) Pendent and Recessed Pendent Sprinklers General Description The Series EC-8 Extended Coverage Pendent Sprinklers are decorative glass bulb sprinklers designed for use in light hazard occupancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installation rules (e.g., NFPA 13) for a maximum coverage area of 400 112 (37,2 m2), as compared to the maximum coverage area of 225 ft2 (20,6 m2) for standard coverage sprin- klers used in light hazard occupancies. The recessed version of the EC-8, in- tended for use in areas with a finished ceiling, uses either the two-piece Style 30 or 40 Recessed Escutcheon. The Style 30 Recessed Escutcheon pro- vides up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent po- sition, whereas, the Style 40 provides 3/4 inch (19,1 mm) of vertical adjust- ment from the flush pendent position. The adjustment provided by the Re- cessed Escutcheons reduces the ac- curacy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be con- sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series EC-8 Extended Coverage Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the per- formance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Number TY4232 - Pendent, 8.0K TY4232 is a redesignation for C4232 JANUARY, 2005 Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 8.0 GPM/psi112 (115,2 LPM/barll2) TFP223 Page 2 of 6 TFP223 Components: 3/4 ** ESCUTCHEON PLATE 1 - Frame NPT SEATING SURFACE 2 - Button 3 - Seating Assembly i Bulb Compression 2 /8" Screw 3 (54,0 mm) 6 -Deftector* * (12,7 mm) Temperature rating is NOMINAL 17/16 indicated on Deflector. MAKE-IN (36,5 mm) ** Pipe thread connections per ISO 6* 7/1 can be provided on special request. FIGURE 1 SERIES EC-8 (TY4232) EXTENDED CO VERA GE PENDENT SPRINKLERS SPRINKLER FINISH (See Note 4) HAZARD TYPE TEMP. BULB NATURAL I CHROME I WHITE LIQUID BRASS PLATED IPOLYESTER LIGHT PENDENT 135°F/57°C Orange Refer to Table B for UL and C-UL ________________ 1,2,3,5 155°F/68°C Red REC. PENDENT 135°F/57°C Orange Sensitivity Rating and W/ Style 30 Esc. 1, 2, 3, 5 Refer to Table C for FM 155°F/68°C Red REC. PENDENT 135°F/57°C Orange Sensitivity Rating W/ Style 40 Esc. 1,2,5 155°F/68°C Red NOTES: Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by Factory Mutual Research Corporation (FM). Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Approved by the City of New York under MEA 113-04-E. *Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) Temperature Ratings 135°F/57°C and 1550F/680C Finish Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame .............Bronze Button .............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ........Glass (3 mm dia.) Compression Screw ......... .......Bronze Deflector ............Brass f Registered trademark of DuPont Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The Series EC-8 Extended Coverage Pendent Sprinklers must only be in- stalled in accordance with the applica- ble UL and C-UL Listing or FM Ap- proval requirements as indicated below. Only the Style 30 or 40 Re- cessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C).. UL and C-UL Listing Requirements The Series EC-8 Sprinklers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and haz- ard group for all of the sprinklers in the design area. With respect to heat sensitivity, the Series EC-8 Sprinklers can be used with unobstructed construction con- sisting of flat, smooth ceilings (in- cluding bar joists) with a maximum pitch of one in six as defined and permitted by NFPA 13. The minimum allowable spacing be- TFP223 135°F 155°F AREA STYLE 16 x 16 Pendent OR OR 16 x 16 Style 30 Recessed OR OR 16 x 16 Style 40 Recessed OR OR 18x18 Pendent OR OR 18 x 18 Style 30 Recessed OR SR 18 x 18 Style 40 Recessed OR SR 20x20 Pendent OR SR 20 x 20 Style 30 Recessed OR SR 20 x 20 Style 40 Recessed SR SR OR: Quick Response SR: Standard Response N/A: Not Applicable TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-8 SPRINKLERS 135°F 155°F AREA STYLE 16x16 Pendent OR OR 16 x 16 Style 30 Recessed OR N/A 16 x 16 Style 40 Recessed N/A N/A 18x18 Pendent OR OR 18 x 18 Style 30 Recessed OR N/A 18 x 18 Style 30 Recessed N/A N/A 20 x 20 Pendent OR OR 20 x 20 Style 30 Recessed OR N/A 20 x 20 Style 40 Recessed N/A N/A OR: Quick Response SR: Standard Response N/A: Not Applicable TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-8 SPRINKLERS Page 3 of 6 Installation The Series EC-8 Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment of an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must be installed with the deflector parallel to the mount- ing surface. Pendent sprinklers must be installed in the pendent position. Step 2. After installing the Style 30 or 40 mounting plate (or other escutch- eon, as applicable) over the sprinkler pipe threads, and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten pendent sprin- klers using only the W-Type 3 (End A) Sprinkler Wrench. Wrench tighten the recessed pendent sprinklers using only the W-Type 4 Sprinkler Wrench. The wrench recess of the applicable sprinkler wrench (Ref. Figure 4 and 5) is to be applied to the sprinkler wrench flats (Ref. Figure 1). tween the Series EC-8 Sprinklers, to prevent cold soldering, is 8 feet (2,4 m). 4. The Series EC-8 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for ex- tended coverage pendent sprin- klers. FM Approval Requirements The Series EC-8 Extended Coverage Sprinklers are to be installed in ac- cordance with the applicable Factory Mutual Loss Prevention Data Sheet. Information provided in the FM Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spacing, and deflector-to ceiling distance. Page 4 of 6 TFP223 DESCRIPTION AREA GPM PSI TY4232 (K=8.0) PENDENT 16 x 16 26 10.6 18x18 33 17.0 20x20 40 25.0 1 ft. = 0.3048 m 1 ft2 = 0.093 m2 1 gpm = 3.785 1pm 1 psi = 0.06895 bar 1 gpm/f12 = 40.74 mm/mm TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-8 SPRINKLERS - 2-7/8 DIA. 1/2±1/8 (73,0 mm) 1/2' (12,7 mm) r (12,7±3,2 mm) 2-1/4' DIA. 1/4' (6,4 mm) I FACE OF (57,2 mm) I SPRINKLER 1/8' FITTING (3.2 mm) SURFACE MOUNTING MOUNTING CLOSURE ________ PLATE 1-1/4' (31,8 mm) 1(25,4 mm) FIGURE 2 SERIES EC-8 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. 9/16±1/4" (73,0 mm) 3/4(19,1 mm) r (14,3±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) I FACE OF (57,2 mm) SPRINKLER 1/8" I FITTING (3,2 mm) ______ I MOUNTING/ MOUNTING PLATE CLOSURE 6"33,3mm) 13/16" (20,6 mm) FIGURE 3 SERIES EC-8 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS (END "A") FIGURE 4 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS w LII\ WRENCH LUGS FIGURE 5 W-TYPE 4 RECESSED SPRINKLER WRENCH Care and Maintenance The Series EC-8 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to TFP223 Page 5 of 6 corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- POSE, Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: TY4232, (specify temperature rating), Extended Coverage Pendent Sprinkler with (specify finish), P/N (specify). 135I57°C Natural Brass .............PSN 50-801-1-135 White Coated .............PSN 50-801-4-135 White (RAL9O1O).. ......... PSN 50-801-3-135 Chrome Plated ............PSN 50-801-9-135 155F/68C Natural Brass .............PSN 50-801-1-155 White Coated .............PSN 50-801-4-155 White (RAL9O1O). .......... PSN 50-801-3-155 Chrome Plated ............PSN 50-801-9-155 *Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style (30 or 40) Recessed Escutcheon with (specify finish), P/N (specify). Style 30 Recessed Escutcheon Chrome Plated ............PSN 56-705-9-011 White Color Coated ........PSN 56-705-4-011 White (RAL9O1O). .......... PSN 56-705-3-011 Brass Plated . ............. PSN 56-705-2-011 Style 40 Recessed Escutcheon Chrome Plated ............PSN 56-700-9-010 White Color Coated ........PSN 56-700-4-010 White (RAL9O1O). .......... PSN 56-700-3-010 Brass Plated ..............PSN 56-700-2-010 *Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1 -001 Specify: W-Type 4 Recessed Sprinkler Wrench, P/N 56-875-4-001 Page 6 of 6 TFP223 TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqC0 Fire & Building IlProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Series RFII - 56 K-factor "Royal Flush II" Pendent Concealed Sprinklers Quick & Standard Response, Standard Coverage General Description The Series RFII Quick Response (3 mm bulb) & Standard Response (5 mm bulb), 5.6 K-Factor, "Royal Flush li' Concealed Pendent Sprinklers are decorative sprinklers featuring a flat cover plate designed to conceal the sprinkler. It is the best choice for archi- tecturally sensitive areas such as hotel lobbies, office buildings, churches, and restaurants. Each unit includes a Cover Plate As- sembly that conceals the sprinkler op- erating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assem- blies allows installation of the sprin- klers and pressure testing of the fire protection system prior to installation of a suspended ceiling or application of the finish coating to a fixed ceiling. They also permit removal of sus- pended ceiling panels for access to building service equipment without having to first shut down the fire pro- tection system and remove sprinklers. Also, the separable two-piece design of the the Sprinkler provides for 1/2 inch (12,7 mm) of vertical adjustment, to reduce the accuracy to which the length of fixed pipe drops to the sprin- klers must be cut. The Series RFII Sprinklers are shipped with a Disposable Protective IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. As an option, the Series RFll Standard Response (5 mm bulb) "Royal Flush II" Concealed Pendent Sprinklers may be fitted with a silicone Air and Dust Seal (Ref. Fig. 5). The Air and Dust Seal is intended for sensitive areas where it is desirable to stop air and dust travel through the cover plate from the area above the ceiling. WARNINGS The Series RFII Concealed Pendent Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the per- formance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY3551 (5mm bulb) & TY3531 (3 mm bulb): maximum 175 psi (12,1 bar) by UL, C-UL, FM, LPCB and NYC. TY3504 (5 mm bulb) & TY3505 (3 mm bulb): maximum 250 psi (17,3 bar) by UL, C-UL, and NYC. Maximum 175 psi (12,1 bar) by FM. Technical Data Approvals for Series RFII UL and C-UL Listed. FM Approved. NYC under MEA 353-01-E. LPCB (Ref. No. 094a/09 for TY3551 & 094a/10 for 1Y3531) Approved. The approvals apply only to the serv- ice conditions indicated in the Design Criteria section and maximum pres- sure ratings indicated in the Model/Sprinkler Identification Num- bers section. Approvals for Air & Dust Seal (Part #10908100) UL and C-UL Listed for use with the RFll (1Y3551 & TY3504) Standard Re- sponse Concealed Sprinkler. Temperature Ratings 155F/68C Sprinkler - 135F/57C Plate 200F/93C Sprinkler - 165F/74C Plate Discharge Coefficient K = 5.6 GPM/psi112 (80,6 LPM/bar112) Adjustment 1/2 inch (12,7 mm) Finishes Cover Plate: Chrome Plated, Brass Plated, or White Painted (Custom paint matches and colors other than white are available on request.) Page 1 of 4 JULY, 2004 TFPI8I Page 2 of 4 TFPI8I 1/2' NPT SEALING ASSEMBLY FRAME CAP SUPPORT CUP WITH BULB ROLL FORMED - THREADS - COMPRESSION - SCREW GUIDE PINS (2) DEFLECTOR (DROPPED DEFLECTOR POSITION) I SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO M RETAINER SUPPORTCUP 0 El WITH THREAD UNTIL MOUNTING 0 DIMPLES SURFACE IS FLUSH WITH EJECTION CEILING SPRING SOLDER COVER TABS COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 SERIES RFII CONCEALED SPRINKLER ASSEMBLY Physical Characteristics Frame .............Bronze Support Cup . Chrome Plated Steel Guide Pins ......Stainless Steel Deflector ...........Bronze Compression Screw ......Brass Bulb ...............Glass Cap ........Bronze or Copper Sealing Assembly .......... Beryllium Nickel wlTeflon* Cover Plate ...........Brass Retainer ............Brass Ejection Spring . . . . Stainless Steel Patents U.S.A. 4,014,388 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Retainer at three points, falls away to expose the Sprinkler As- sembly. At this point the Deflector sup- ported by the Guide Pins drops down to its operational position. The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, activating the sprinkler and allowing water to flow. Design Criteria The RFII (1Y3551 & 1Y3504), 5 mm Bulb Type, Concealed Pendent Sprin- klers are UL and C-UL Listed as stand- ard response - standard spray sprin- klers for use in accordance with the current NFPA standard. They are FM Approved as standard response - standard spray sprinklers for use in accordance with the current FM Loss Prevention Data Sheets. The RFII (TY3531 & TY3505) 3 mm Bulb Type, Concealed Pendent Sprin- klers are UL and C-UL Listed as quick response - standard spray sprinklers for use in accordance with the current NFPA standard. They are FM Ap- proved as standard response - stand- ard spray sprinklers for use in accord- ance with the current FM Loss Prevention Data Sheets. The Series RFII Concealed Pendent Sprinklers are only listed and ap- proved with the Series RFII Concealed Cover Plates having a metallic or white painted finish. The Series RFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Sup- port Cup could delay sprinkler opera- tion in a fire situation. Installation The Series RFll must be installed in accordance with the following instruc- tions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F/68°C and 3/32 inch (2,4 mm) for the 200°F/93°C tem- perature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler Assembly by under- or over-tightening the Sprinkler/Support Cup Assembly. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 4. Wrench tighten the sprinkler using only the RFII Sprinkler Wrench (Ref. Figure 3). The RFII Sprinkler Wrench is to be applied to the Sprin- kler as shown in Figure 3. Step 5. Replace the Protective Cap (Ref. Figure 4) by pushing it upwards until it bottoms out against the Support Cup. The Protective Cap helps prevent damage to the Deflector and Arms dur- ing ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material up against the center point of the Protec- tive Cap. NOTE As long as the Protective Cap remains in place, the system is considered to be "Out of Service". * Registered Trademark of DuPont FRAME ARM SUPPORT CUP 7/8 (23 mm) IIIIIIS SQUARE JL ALIGN ARROWS WITH I I FRAME ARMS ACCEPTS 1/2 SOCKET DRIVE FIGURE 3 RFII SPRINKLER WRENCH CLEARANCE HOLE FIGURE 4 DISPOSABLE PROTECTIVE CAP TFPI8I Page 3 of 4 Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5, otherwise proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the out- side edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. NOTE The Air and Dust Seal is only to be installed on the periphery of the Re- tainer. Step 8. Screw on the Cover Plate/Re- tainer Assembly until the Retainer - Figure 2 (or Air and Dust Seal - Figure 5) contacts with the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Re- tainer Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The Series RFll must be maintained and serviced in accordance with the following instructions: NOTES Absence of the Cover Plate Assembly may delay sprinkler operation in a fire situation. Page 4 of 4 TFPI8I t SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING SEAL BEVEL AS SHOWN COVER PLATE RETAINER ASSEMBLY g) CLEAN ~, ROOM LIP OF COVER SEAL RETAINER FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551 & TY3504) When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper opera- tion of the sprinkler. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does NOT seal off any of the air gap. Factory painted Cover Plates MUST NOT be repainted. They should be re- placed, if necessary, by factory painted units. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). If a sprinkler must be removed, do not reinstall it or a replacement without reinstalling the Cover Plate Assembly. If a Cover Plate Assembly becomes dislodged during service, replace it im- mediately. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been Subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE, Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability. Sprinkler Assembly: Specify: (SIN), (specify temperature rating) Series RFII Concealed Pen- dent Sprinkler, P/N (specify). 155F/68C 200F/93C TY3551 51-790-1-155 51-790-1-200 TY3504 51-796-1-155 51-796-1-200 TY3531 51-792-1-155 51-792-1-200 TY3505 51-797-1-155 51-797-1-200 Separately Ordered Cover Plate: Specify: (specify temperature rating) Series RFII Concealed Cover Plate with (specify finish), P/N (specify). 135F/57C(a) 165F/74C(b) Brass 56-792-1-135 56-792-1-165 Bright Brass 56-792-2-135 56-792-2-165 Chrome 56-792-9-135 56-792-9-165 Brushed Chrome 56-792-8-135 56-792-8-165 White 56-792-0-135 56-792-0-165 White (RAL9010)* 56-792-3-135 56-792-3-165 Bright White 56-792-4-135 56-792-4-165 Off White 56-792-5-135 56-792-5-165 Black 56-792-6-135 56-792-6-165 Custom 56-792-X-135 56-792-X-165 For use with 155F/68C sprinklers. For use with 200F/93C sprinklers. * Eastern Hemisphere sales only. Sprinkler Wrench: Specify: RFII Sprinkler Wrench, P/N 56-000-1-075. Air and Dust Seal: Specify: Air and Dust Seal, P/N 56-908-1 -001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446