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1923 CALLE BARCELONA; BLDG 3; AS080076; Permit
City of Carlsbad Sprinkler Permit Permit No: AS080076 1923 CALLE Job Address: Status: ISSUED BARCELONA Permit Type: SPRINK Applied 5/19/2008 Parcel No: 2550120400 Approved: 5/28/2008 Lot #: 0 Reference No.: Issued: 5/28/2008 PC #: Inspector: Project Title: APPLE STORE #294 TI FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: A & D FIRE SPRINKLERS, INC. 2ND FLOOR 11465 WOODSIDE AVE SANTEE, CA 92071 619-448-1962 Owner: BORDERS INC FOURTH QUARTER PROPERTIES XXX L C/O DELOITTE TAX LLP P0 BOX 131071 CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 130 0 130 0 FIRE PROTECTION INC. APPLE STORE #294 1923 CALLE BARCELONA CARLSBAD, CA Install Fire Sprinklers FIRE PROTECTION SUBMITTALS MANUFACTURE'S DATA SHEETS APPQ9/ED AS SUBMITTED CARLSBAD FIRE DEPARTMENT ** Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. 47 \ct in uk INTO! - tfS air arWiei0 Models V2703, V2704, V2707 and V2708 Standard Spray jj.ZPendent Standard and Quick Response ~.15J1,*A 111 ii*I.i.I tEs] C AT/ V2iU. Recessed Pendent pbj aon 10.01 for d(aik. V2707 V2J0r - 7 V Pendent 12703 52704 Upnç4ht Hose lvindcfl \27 51111 idnii spay SP! li1k!i-! S Cl air:!iect LO aproduce a hen is)iencal spray Pi• tern or standard comner- trial applications. Thea are available with either stan- dord or quick response bulbs. The design incorpo- rates state.o1-Lhe-art, heat respo rs 'so Ira ngi bkt gloss bolt:) design (scandaid or quick response) for prompt., precise O9OíOLiOfl, Ile die can franict is mote soean dined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy ughterurig morn Iid!l\itioius.ecinnttc assert thl churL. Fhis sprin k1er is available iii vat ions ternperrtiture rat logs see hart on page 2( and fin- ishes to meet many design requirenrenits. The recessed pendent should be utilized \5'itli a Model V27 recessed escutcheon which pro- vider up to 3/4 (19 mm) of adjustments. Sprinkler Operation The operating mechanism is a frangible glass but which contains a heat responsive liquid. Dr ring a fire, the ambient tenipora- MATERIAL SPECIFICATIONS Upright Deflector: Bronze pert INS C 2200 Pendent Deflector: Bronze per lIPS CS 1000 Bulb: Class "jiti gty0ari1i SOkl ilor!. Butt- Nrim i-at DOs meter: LI hmenntrird: 5T nm Li Quick Resortsis: 3 0 nm Load Screw: Bronze pci tJN5 ('05 MO Pip Cap: F/i ci its' per tINS (,5 I DLI Spring: B "tulti ii: Seal: let on Frame: i,ii'm (ti_S l)ri- 35 30 Lodgement Spring: Sinint's-i a. net pr [iNS S30200 i. titiSlilO I.)0 liquid i n tire but LO 0475iiId. Vvlhel I U - oirilrir:i Lis!rlpei aLum reaches the no teal tem1:ieramure :1 the sprin- (dci. the but shatters. As a result, the \vaier'vav 15 cleared of all sealing jlarts and "orer is discharger) towards the deilectos The deflector it: designed to ths- trtbii mc We water in a par- ern that: is it tost Ci ft'ctrvc in conLrollmg the fire. Coverage For coverage area arid sprinkler placement. refer to NFPA 13 standards. ACCESSORIES Installation rreflcI: LI (--)pen [mid: U 67-cessanl. '338. P33-3 tj Socket: P27 Finishes: Li Ptotn brass Li Chrome ptimcct LI \\'h itdi 7/ii'iie2r! Li Cusroiri pain ied - i_I i__'sìil' tjj ..i-ni In/uS1 maket 75:n' cant inn' 155, 200 286 Standard Response Only: Li tJ \'COrsua.trt For t1171:':i9 and cliii 1: atm ( :-vf(Ki 1iraitir-r'j, NOTE: ''-iti((' ri-i'rar -'-,i ',snu,uir_iuu:' I-ri' 'EKi ''t-...... it'; -a -ntaivatn '5 tcaat( ii UL Jztrd ji f aJ(:_rr__ it rll - TECHNICAL SPECI FICATIONS Models: P2703 P2704. \12707 P708 Style: Pendrnr. Uprtghr or -r'-' - (f _ - ......... rm'_moeo rum en!. T Nominal Orifice Size: ii 3 mill) 1041 K-Factor: 5.6 lri:p. (8,1 S11 1 Nominal Thread Size: 1/" 1\1 PT (tS mm) H-- Max. Working Pressure: / (tltt 75 psi It 200 KOOI 631 Ctobt3 a, 250 psi 1725 cPa) Ph -j Factory Hydrostatic Test: W0% m 50 350 t p pw Mm. Operating Pressure: / v-'-1 51 Temperature Rating: 0me P VICTAULIC'5 IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Now! 8 j pm 'I. 0 800 74 5m, RMY 905 884 001 Rmin Kmakhm Ron 10 n it i tirn 2 ii >5 i 1 Fm b r m1 'B I / 2 9 r i- 10 5,513 /518 / is -'in 129 c-mat p0kv u17viciauticcm e-mail: ViCC2i adat-a'rcuiulic.com - o-mait: niceui oOvicinulic be "mat vic3tCCviCt0ultC.CIim ii ni>ut: viL/tiC/Vctiiuiici:iim 25/4 tuE ii-Oi ' Itiriurm "r,u''rr<,j '/S,,urc C'ia -nii(mO'i Vc(um ii Li /Vv-AS-5O.Lj P1111111i rLI Nominal .-. ApprovedTemperature Ratings cFIC4O______ Orifice Size K-Factor Inches Imperial Deflector Model millimeters si° Response Type UL FM IJLC NYC/MEAt I CSFM § I 0lavi.ud up'n 360 , C- 7 2 'Lr,,Lll 131-330 .2.31,0 i-:co15 IOU 1 3 IC' - no 00oc1c'l 135-286 so 3:11 21.1 .25 -"Sli H .. 51. ,211.GO3 11.0. .jjOII,'U 5 7ri; ',..co I-il 37111 2. HLII'721 (II 71) IV I ot UP iqnt 1 C,1 6 13.3 281i 2 V" ''° 50 : , . Pe,ccnl 35-281 135-203 ..,, 535-386 -3128.3 3 ,. :5•1 '111 'Lu 311; ,, . 1711105 13.o'o ,,IP,ideii 135-200 l35-20C 37-01(' 131-201.' 13-2CC H N to 'U A'i;,'i1s'ili 52 '23 'H - .7 . (3' 22 . '27 '.7 03 /706 1 2 ' Quick Uli to I Pe-delli 135 200 3' 00 1 2'0 i's .fl + I.l-III' 1251 .'l)i.1lO'071 11501 IliLlIl'']. +1,°,II 1'7 2'13I1''C;7 07co- 700031 lii 1iI0,Ll 1lC1'lltr+il' 51 05' 10, K-1+c1u ml', 1131)' ,11I1' Ii, in I7',r rilt-lizipIv S 115110-b:! 10 153021 "1233-3 5:sr:Ir76900'si 1 RATINGS All glass bulbs are rared for ten Iperatut es horn -67°F (-55°C) up to Chose shown its adjacent table. fl Temperature - °F/'c Sprinkler Victaulic Nominal Maximum Glass Temperature Part Temperature Ambient Temp. Bulb Classification Identification Rating Allowed Color Ordinary Al i . OrlirIqe Ordinary C 155 68 38 Red intermediate P -17 5 150 Yellow nterrrlediate 3: 21I0 Green High 111 286 225 10/ blue Lxba Hiah I K 360 30 3 Purple — I Ii j Oper'i No BU ID 1OI11I1'.Il1 3 IC11[20111-C' 0113. All 2115: applo'2111 Opi'. I. 71100 p1101 ,21502 dCSi3flliC'd NO 10:65 i1 ,vdx coated *1h'it1-I'I J.1YT I [iJJ Please specify the following when ordering: .J Spookier Mudol N,. mher lJ K -horror J Sprinkle, Fir oh Li Sivlr, l.J Thmr,d Size Li F:.r.hrn Fi.,,ish j Tenip'roii:i,-- R~jonq i_j 5luansi:v U \Ail-el)Ch b4orl:-11 7'jurntje, Il 1 Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. c Always wear safety glasses and loot protection. - - Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance 01 sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the sate installation of this product, contact Victaulic World Headquarters, P.O. Box 31, Easton, Pennsylvania 18044-0031, 610-559-3300. 40,10 -2 DIMENSIONS is 137 mm f-I 7C iT •l r} (60 1-w-,)I )410'.111) 'Ii 1-4111VT1) L\1},1 2 l\(60 mm) I- -I (25 mm) Standard Pendent - V2707, V2708 Standard Upright - V2703, V2704 2 (60 mm) Max.Hole Min~ Hole Typical Coiling Tiie Finished Sudace (30 MM) ________________ MAXIMUM RECESS S (75 ram) MAXIMUM EXTENSION 1/fl Adjustment Recessed - V2707, V2708 (Ora wing not to scale) 511" (60 mm) Max. Halo Min. Hole 13 Typical Ceiling Ti116 Finished j4mml MAXIMUM RECESS 175 mm) MAXIMUM EXTENSION ~V,4 Adjustment Recessed - V2707, V2708 (Drawing not to scale) AVAILABLE WRENCHES - V27 Socket V38orV38-3 Recessed V271 Open End V2707. V2700 PerideiI '72707. \'2700 Reossed Pmrlde1I I I - V2703, '/2704 Upriqh' 40.10-3 2' 4' 6' 8' 10' 12' 14 0,6 in 1,2 in 1.8 m 2.4 in 3.0 m 317 in 4.3 m MODELS V2103, V2704 K5.6 STANDARD UPRIGHT DISTRIBUTION PATTERNS - TRAJECTORY 10' 3,0 m 8' 2,4 in 6- ,1,8 rn 4' 1,2 in 2' 0,6 rn IIIIIII[IIII1 \, \ \ " IN_H 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa MODELS \12707, '12708 K5.6 STANDARD PENDENT AND RECESSED PENDENT 10' 3.0 m 8' 2.4 m 6' 1,8 in 4, 1,2 m 2' 0,6 rn [ól 7 psi 48 Pa 15 psi 103 kPa 30 psi 207 kPa lu 2' 4' 6' 8' 10 12' 14' 16' 0,6 m 1.2 m 1,8 m 2,4 m 3,0 rn 3,7 m 4,3 m 4,9 in NOTES: I. Dana ohcn':n a apl7lroximoic a .In n-an a':<'y t) i'Iifi0'rPI:00 IS IISSSIIIIIIII'iI'I flio'aa graphs III s.'ar€1np71'0551'In:0' trS}on mrS's. Ilnmr.v..'amnmn-p, and v.;ail-'.i.Frl ::Spa:rErHm. Inmihasa spo'cSc:. \'rcran]n: hlrahn"05\ OITl3C]'T 31:IrInih'rs. Thn"v7nI'I( nrnvrmm'ml ::a II ilClrlfl5i'iDfl for •"i'"']'(' 11 aa.'nnp shari 1'n'IiSniS U', si',ririkli' ian h'slo'.nd rims: 'nOon-i an nnunrnrnnn sp,arl him.......m'inp rIo's tnr iI1'i1S111Slin)H. Hi I 14 I I ii I I II 11)1 II I 10 1 I l Ii <ii II iii _. mlI I cll rh' 00'I'1111 I0r 011501 '.5111 vi all l.,1nt11vsa. Anp1i'.iols i<l ,.111 '151111' l'H",.'I',''''-,, 'im'l',Ill.'nln,'ail',iln, II' 1 (5111 <'''II 101 . WARRANTY 1 i 11 i lii I I I at 05 CUIFErOt ["rico' List 01 0575357 \0ctu1tc fcii'd toss. S .. ,':IIt,1-ia'i,ri,ra'::, ,c1•1.::I I'j '1' 1:i:i..iic: .,.\l, ['1111:111:11.11:11 ''•'''•'iH',i .'i 1,1:,;111':i.,111,'I.1r'i:il 1,' ir:1111i II:: II1,tiiiliii'i/1i,i,iI1uil/iiiSil1i ,,'iItflL4j ra'rer.,aa :5< no.01 10 chna pro <(5 <1L..c15o<noinr, rl<<iTno <inS 510(1(1(1 'popmrnn: •n",i:hcu: ncScnr <<CI 40.10-4 .. 2 c:c Oil .'''Jii //,c, . , - \i LIU. L. i i\L 'Iwi I11LI 10/ ,:CiHti Nem [2' [1 3 L ,i:70 12! cecilts Ii 0[1UiO Li'i SiivIi1 LlIJ!Il. h S i/on/nIl i 1) Wi WI. 11120 F/nih Pin' WilL/ft 21 Wt1itt /24' WLiiii I 3 7 Y im Il hP Ub Ag Sno 1tIu1i C i!-Cl i'I1iCC7 17 i'--- cli 0 iI i 1 0 i,33 2 ' -o 2A 7 0 2. 8 2 2 40 '32 305 .1 1.120 1280 i334 pCCitwHIiS 1! .•\ST\i .\-1 i 1 337 2,270 2 93 51 2.431 2.773 2 39-1 35/ 4.36 136 51 1.103 1.260 /.31$ 1 610 2 760 2720 Ni LI 4 5 51 o7-' 40 409 1.0 5.37 44 1,140 /303 1.357 advanced 5'-- ui- flu ci U -v C —7 L 0 - 2' 2067 3650 513 30 2,300 2628 2,738 [el'S a clean. durable Swum It is aku 50 515 54 763 30 1,043 1,192 1,242 paunticadv for urLIstOfil cu/or tinfl[lC3tIulil ' - - - - . - - 2 2.469 5.790 786 19 2,310 2,6a0 2,750 'a 1,11271/ special preparation 65 62.7 8.6 11.73 19 1,048 1.197 1.247 The internal surface of all black Allied Tube II (7 ciildtii/ 12110501 iiihi:r pipe products up to 3.5000" in diameter is ..-.- 4'............... :,o3 . tt•- coated svii N Oil!' new Antibacterial For.. IAn-1 ...C,Ji I.D. WI. WI, (H20 Filled) Pcs/ Witt (21) WtUt (24) W/It (25 mule lLEF in scientific laboratory m15 /FiLbs Ft Kg/rn Lirt Lb Ka LbS4 Kg Lbs Mo. ABS proved to have supetior resis- - 1 .':1197 1400 181 91 2,675 1053 3,185 tance to microbial OioUtZation of pipe 25 2.1 2.70 91 1,213 i385 - 1.445' scat/s. tht'b 0e1as1ng or posihlv pre- 1 W" 1.44 "a 1.810 2.52 61 2.319 2r08 2,760 Llultfl0 lu tu1S li/ 1ciOuuiu I 3mW 20 166 ' 87 105 i/li' 1C u too n Ml( !iu toe 1 inn pool. 266k 3045 172 lust S iiiijei System c, f3ist inst-dIed - 427 - 91 4 6i - 138i1 1 fl - C 57 640 ,051 930j Meets Ru \nii u an I uqu! 11lLflt I 2 / 26 3530 58 0 2224 \ "M648 and i 0 dib/i hmuilt distiubutot 53 i 0 / 1201] the US Cc, Canada and Mcx,cr'. a--.— - 330 i ., 19M 7357 - - 02.& (74'./ 1182 896 933 4.260 }U' 11.76 19 22k2558 2.665 Schedule- / O.'Schedulc-10 pine are It 91 10a 2 r8.3 1 015 - - 16O cuinlpliancc "ith the frUosvinu' 5" 5 A' 7,77 17.33 10 1,632 1Io 1.943 - _ —00 125 Df 2 ± 740 / I 015, / /1 p 6 3 357 700 2 /j lii 1 951 '2 2 9 2, 2 7' u,' ,," urIne pt'C-"li'c 1CI1OC 1/ 5 -7 54.01 13' 355 1.012 7053 tB P.200 7' R 9fl _tS 15 7 712- 2771 2231 0 ' ./1' , 7'0 2-0 505 1159 '1211 252 a Iram n KiNKS, PA 19 0, '1 CC C CC.:" 2323 ' 7, 01 C,.s S/'uonh; 85(103 Fay 735 239 1 -71 - IPS/DNJ (25 DH) size coiIab.e In HPS/DN SN NS/D 25 Y, 11 5 Di( reucirg size, bInd or calnarii_ed. 0 E1I1IIII±1i. - L .-•.,1cs .... ... ... -. iW '.-TM . z Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-B16.4 (except plugs II- . N' PS - 12NPS (3 300 DNI, cire included in the "Lisi al and bushings, ASME P16.14). Dimensions also confoirri to Inspected Fire Protection Equipment and Materials' issued by Federal Specifications, 'VW-P-50 1 (except plugs and bushrngs the Underwriters' Laboratories, Inc. WW-P-47 1). NOTE. See tile lnl,n,ed [oi schon n"is seil Li srnq s 01's7 Oi 'S cl Pect: Date: JPh c : - Arciiiteci / Eqinc Contra 'd dress. Notes T1T 1 - gui 65 67 - L Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-B 1 6.4 (except plugs , NIPS 1 21`-,IPS (8 300 DN), are included in the List of and bushings, ASME 316-14). Dimensions also conform ic, Inspected Fire Protection Equipment and Moterrals" issued by- Federal Specilicaiiorrs, \'VW-P501 (except plugs and bushings the LJnderwriiers' Laboratories, Inc. '5A/\WP471) NOTE 5e he Te.'heicul boSi sedir.n for preca lempercure ririny . See I; .110 b cx Or lx r cef leilnys cr4 rippic1011. 4 2m - 14 17 27 EELI"1__ Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-B 16.4 (except piug Y NPS - 1 2NPS (8 - 300 DN), are included in he "List of and bushings, ASME B 16, -1411). Dimensions also conform lo inspected Fire Protection Equipment and Materials" issued by Federal Specifications, WW-P-501 (except plugs and bushing' the Underwriters' Laboratories, Inc. WW-P-47 1 NOTE Se Ike Thchi,cl Dola iem - r / . 2½r Web 50atc L ne' on': oppro.ok Project: .......... _ ....................... A rch itect ,' Contractor; Address: -- - 1: 71 I :- • - — i ---------•----:-- [ 8 9 T - . ... - ----..-.-.---1 -.-.----T-..,_ .--.-- 13, 2' - r tir: H:LHi ziitii: Mau` U Anvil standard and extra heavy cast ifcr-i threaded finings are Anvil standard and extra heavy Pilings in this section, sizes manufactured in accordance with ASME-Bi 6.4 (except plugs NIPS - 1 2NPS (8 - 300 DN), are included in the "List of and bushings, ASME 816. 14). Dimensions also conform to Inspected Fire Protection Equipment and Materok' issued by Federal Specifications, ',NWP-501 (except plugs and bushings the Underwriters Laboiotories, Inc. WW-P-47 1). NOTE, Se I-. ieh 'KO! [,ichn 'c.' pr.u- 'm &o7re rirqs 5e. Ar i5jr '.'!d 'r cr i ,'- 'c.r ni tcr ncr o" cppro Pr IL .... Date: Phone: Arehitee / ire Ccci: Cont!acte ::__,:_,_,__. ''' ...-------------------------------------------------------."''''' i-.•;i.;• We TTTi HT 1 IITnI! 0 62 1 L IIIL±LII DiT3iJni HL I - 77 -- -- - .L. "• "IL 'j 7,4 .. . Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-Bi 6.4 (except plugs .0 NPS 1 2NPS (8 300 DNU are included in the "List of and bushinqs, ASM[ B 16. 1 4). Dimensions also cvnlcrrn to Inspected Eke Protection Equipment and Materiok issued U7 Federal Specifications, WW-P-5011 xcept plugs and bushings the Underwriters' Laboratories, Inc. WW- P.471). NOTE See Ike Teeh/',r,t dde scchrin 0 T di .ee-peroIJre roiir: See i ','!b i'c Id nod .: . re-,i Lithn5 coo copc -----'- er Project: - Date: Phone:: Architct / tEnoinnu:: Contracta;: Address: 190tH' .......... ., C. L3rS -itt i ± Hiii r n I i i I I r__ - ---H- 2 iirf1 J 22i 3 p dl- 40-H 19 H 2. 23 6 4 2 1 34': '- 24 r 2. -f --i- i— -i--- 1 ----- 7__ L ii 2. 34 aio • w e's -- . 4Ltl1 '1 L- . ,.. £ L Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy Fittings in this section, sizes manufactured in accordance with ASME-B1 6.4 (except plugs - NIPS - 12NPS (8 - 300 DN), are included in ihe "List of and bushings, ASME B 16. 14). Dimensions also conform to inspected Fire Protection Equipment and Mateiiok issued by Federal SpecIfications, WW-P--50 1 (except pIug and bushing: the Underwriters' Laboratories, Inc. WW-P-47 1). NOTE 5e 6e Tcckni,d DoV- cccl on ron proc cu re-n- --crururn roi r'- %'-•c' '- - iSr-j' -'-"n s,"' "coc -- ccl utiurcc o o- upprru.-ul s. AW (Prcb'ect: Date: . Thonn: it /Hc - --- - 1 Contractm: • :- Address: - Si Cast C Macapbp nor, ni'u:--us • c-- -- --, a • - 'r: ...........c - ::. 'I IMPERIAL i MAX REC. 1 LOAD LSS METRIC .PIPE POD _PIPFJ ROD 316 — 1 400 If, 3/8 1 400 20 1 3/5 400 25 In 1 1/4 3/8 11/2 400 400 32 - 316 40 3/8 400 2 1/2 3/8 600 1 II Sco 3/0 00 I0 3n2 316 soc ii 5 3/8 100C, 1/2 1200 125 2 12 50 5c" LJ Ordqr 9a9 f-I/Orn If i/inn FI(LflU Hi'.ppr 1/2 and 3/4 inch pipe 5 thru B Inch pipe S S it/iw 4 inch pipe 01600.0 FOR FTEEL/Cpp/c SIZE i. thni inch pipe. MATERF. [. P cirbon Q. FIP. cJakafli? In FPP) snoc. USTNGS C\JUS V 2 55 s- Approva' 61nc0' - Pipe f-f angero CO FORMS FCdcr1d Speci F01tlon V7\i-F- 1 71 To'p 10. 11-1nuftciijrejs Stondardjzon111 Snriolv \NSJ- .\Xpuj liE P[ RAT JoW - (5 [Ii0 N - Pipe hiinee; ceninilicilt ii LI'r (9/ ic0l c:pp- ii pi - Fe NFF:1. I3 nd 11) bizcd and 1sij o -ikh n ni. P n If- (H 7 9 P T.- S / -i3541 Fan M AO 2557 •2 S I Rstrant Ring Hang SI ZE One We its 34 tOni 2 mdi AFCOA' #300 Ring Hanmnn, We We No 2 nc1 3 inchA FMA"300 Ring Hang er. U MA3ERII AL Cinboji SteeL FN!LSK. - W. Galvanized. LISTINGS- Lud on us(! niti -iF(A'3V d340 Ring Hargcr. 'UNCTiON - Ti) estm-ain mnvcnent ofsprinklier pipe tvnrd the knuil nut P he ring hanger. To prevent. Lmpv.,m; 4 nlnvcnl2n1 nfpipe thit eupphc' a pcndcnt sprin!dc.r he!": the ceiling. INSTALLATION - Per 'dl PA -I 3 i m ncr!. PIG (A em epmcr pipe Snap into IncIrina isitirn on swKY nut mIAF( iN r30 Rmnu Haiieer. FEATURES - WK w1v Mr knc j oh 11THOW, Ring 1 Ieee - Inti POD MAX. REC. LOAD LBS. SIZE FOR SERVICE TEMP. 650°F 750°F 1/4 240 215 3/8 610 - 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/3 3770 ---.3360- 1 4960 4420 11/4 1 8000 7140 11/2 11630 10370 NOTE; maximum Tempera Name: 750°F I - Ii•1 1hLI 3 inch rod iii inndic h/:TER/AL Carbon hccel MSH - Plain. E.G.. F[.D.G. aid S S. 0RDER.bG. - Sin ii, cd dinnatc and A & D FIRE PROTECTION, INC. 11465 WOODSIDE AVENUE SANTEE, CA 92071 HYDRAULIC CALCULATIONS FOR THE APPLE STOAGE CALC 1923 Calle Barcelona Carlsbad, CA 92009 DATE: 8-1-2008 BLDG #3(Calc #1) -DESIGN DATA- OCCUPANCY CLASSIFICATION: HIGH HAZARD AREA OF APPLICATION: 6 HEADS sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 328.2 gpm TOTAL WATER REQUIRED (including hose) : 828.2 gpm FLOW AND PRESSURE (@ BOR): 828.2 gpm @ 94.3 psi SPRINKLER ORIFICE: 1/211 NAME OF CONTRACTOR: A & D FIRE PROTECTION DESIGN/LAYOUT BY: OWEN CURTIS AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 902053 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50121152 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 WATER SUPPLY DATA OURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOR 132.0 108.0 1630.0 125.1 828.2 94.3 AGGREGATE FLOW ANALYSIS: 'TOTAL FLOW AT SOURCE 828.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 328.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Ml 15.2 - - - - 66.7 - - - 1 15.2 K= 5.60 58.3 42.7 2 15.2 K= 5.60 53.1 40.8 3 15.2 - - - - 55.7 - - - * 15.2 K= 5.60 51.3 40.1 15.2 K= 5.60 51.2 40.1 15.2 - - - - 53.9 - - - 5A 15.2 - - - - 53.7 - - - 6 15.2 K= 5.60 59.2 43.1 7 15.2 K= 5.60 53.7 41.1 8 15.2 - - - - 56.4 - - - 9 15.2 K= 5.60 51.9 40.3 9A 15.2 K= 5.60 51.0 40.0 10 15.2 - - - - 54.5 - - - 10A 15.2 - - - - 53.6 - - - M7 15.2 - - - - 65.9 - - - M8 15.2 - - - - 66.7 - - - M14 15.2 - - - - 65.9 - - - MiS 15.2 - - - - 66.7 - - - M18 15.2 - - - - 65.9 - - - M19 15.2 - - - - 66.7 - - - M20 15.2 - - - - 65.8 - - - M21 15.2 - - - - 66.7 - - - M22 15.2 - - - - 65.8 - - - M23 15.2 - - - - 66.7 - - - M24 15.2 - - - - 65.7 - - - M25 15.2 - - - - 66.8 - - - M26 15.2 - - - - 65.6 - - - M27 15.2 - - - - 66.8 - - - M28 15.2 - - - - 65.4 - - - 29 15.2 - - - - 66.9 - - - 0 15.2 - - - - 65.2 - - - M31 15.2 - - - - 68.0 - - - M32 15.2 - - - - 65.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 NODE ANALYSIS DATA . DE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M33 14.4 - - - - 72.7 - - - TORi 14.4 - - - - 78.7 - - - BOR2 1.5 - - - - 85.5 - - - BOR1 0.5 - - - - 85.9 - - - UG -3.0 - - - - 87.5 - - - BF1 3.0 - - - - 85.3 - - - BF2 3.0 - - - - 89.3 - - - UG1 -3.0 - - - - 93.0 - - - UG2 -3.0 - - - - 93.0 - - - UG3 -3.0 - - - - 93.4 - - - UG4 -3.0 - - - - 93.7 - - - UG5 -3.0 - - - - 92.7 - - - UG6 -3.0 - - - - 92.5 - - - UG7 -3.0 HOSE STREAM 92.1 500.0 UGS -3.0 - - - - 93.4 - - - UG9 -3.0 - - - - 93.4 - - - UG10 -3.0 - - - - 93.8 - - - UGh -3.0 - - - - 94.2 - - - SOR -3.0 SOURCE 94.3 828.2 0 PIPE DATA OPE TAG END ELEV. NODES (FT) Pipe: 1 Ml 15.2 M7 15.2 Pipe: 7 15.2 15.2 Pipe: 8 15 .2 15 .2 Pipe: 14 15.2 15.2 Pipe: 15 15.2 15.2 Pipe: 16 15 .2 15 .2 Pipe: 20 15 .2 15.2 Pipe: 21 15 .2 15 .2 Pipe: 22 15.2 15.2 Pipe: 23 15 .2 15 .2 Pipe: 24 15 .2 15 .2 Pipe: 25 15.2 15 .2 MS Ml M8 M14 M14 M7 M15 M8 M18 M14 M19 M15 M19 M20 M20 M18 M21 M19 M21 ó2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 Q(GPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. (K) (PSI) (GPM) FL/FT (PSI) 5.2 1.380 PL 242.58 PF 0.8 0.0 66.7 0.0 1.1 120 FTG 4T PE 0.0 0.0 65.9 0.0 0.003 TL 266.58 PV 5.2 2.635 PL 11.75 PF 0.0 0.0 66.7 0.0 0.3 120 FTG ---- PE 0.0 0.0 66.7 0.0 0.000 TL 11.75 PV 5.3 1.380 PL 242.58 PF 0.8 0.0 66.7 0.0 1.1 120 FTG 4T PE 0.0 0.0 65.9 0.0 0.003 TL 266.58 PV -5.2 2.157 PL 11.75 PF 0.0 0.0 65.9 0.0 0.5 120 FTG ---- PE 0.0 0.0 65.9 0.0 0.000 TL 11.75 PV 10.5 2.635 PL 22.45 PF 0.0 0.0 66.7 0.0 0.6 120 FTG 2E PE 0.0 0.0 66.7 0.0 0.000 TL 38.45 PV 5.4 1.380 PL 242.58 PF 0.8 0.0 66.7 0.0 1.2 120 FTG 4T PE 0.0 0.0 65.9 0.0 0.003 TL 266.58 PV -10.5 2.157 PL 11.87 PF 0.0 0.0 65.9 0.0 0.9 120 FTG ---- PE 0.0 0.0 65.9 0.0 0.001 TL 11.87 PV 15.9 2.635 PL 12.00 PF 0.0 0.0 66.7 0.0 0.9 120 FTG ---- PE 0.0 0.0 66.7 0.0 0.001 TL 12.00 PV 5.5 1.380 PL 242.58 PF 0.8 0.0 66.7 0.0 1.2 120 FTG 4T PE 0.0 0.0 65.8 0.0 0.003 TL 266.58 PV -15.9 2.157 PL 12.00 PF 0.0 0.0 65.8 0.0 1.4 120 FTG ---- PE 0.0 0.0 65.9 0.0 0.003 TL 12.00 PV 21.4 2.635 PL 12.00 PF 0.0 0.0 66.7 0.0 1.3 120 FTG ---- PE 0.0 0.0 66.7 0.0 0.002 TL 12.00 PV 5.8 1.380 PL 242.58 PF 0.9 0.0 66.7 0.0 1.2 120 FTG 4T PE 0.0 0.0 65.8 0.0 0.003 TL 266.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. 40 END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -21.4 2.157 PL 12.00 PF 0.1 M22 15.2 0.0 65.8 0.0 1.9 120 FTG ---- PE 0.0 M20 15.2 0.0 65.8 0.0 0.004 TL 12.00 PV Pipe: 27 27.2 2.635 PL 12.00 PF 0.0 M23 15.2 0.0 66.7 0.0 1.6 120 FTG ---- PE 0.0 M21 15.2 0.0 66.7 0.0 0.003 TL 12.00 PV Pipe: 28 6.2 1.380 PL 242.58 PF 1.0 M23 15.2 0.0 66.7 0.0 1.3 120 FTG 4T PE 0.0 M24 15.2 0.0 65.7 0.0 0.004 TL 266.58 PV Pipe: 29 -27.2 2.157 PL 12.00 PF 0.1 M24 15.2 0.0 65.7 0.0 2.4 120 FTG ---- PE 0.0 M22 15.2 0.0 65.8 0.0 0.007 TL 12.00 PV Pipe: 30 33.3 2.635 PL 12.00 PF 0.0 M25 15.2 0.0 66.8 0.0 2.0 120 FTG ---- PE 0.0 M23 15.2 0.0 66.7 0.0 0.004 TL 12.00 PV Pipe: 31 6.7 1.380 PL 242.58 PF 1.2 M25 15.2 0.0 66.8 0.0 1.4 120 FTG 4T PE 0.0 M26 15.2 0.0 65.6 0.0 0.004 TL 266.58 PV 0 Pipe: 32 -33.3 2.157 PL 12.00 PF 0.1 M26 15.2 0.0 65.6 0.0 2.9 120 FTG ---- PE 0.0 M24 15.2 0.0 65.7 0.0 0.010 TL 12.00 PV Pipe: 33 40.0 2.635 PL 12.00 PF 0.1 M27 15.2 0.0 66.8 0.0 2.4 120 FTG ---- PE 0.0 M25 15.2 0.0 66.8 0.0 0.005 TL 12.00 PV Pipe: 34 7.3 1.380 PL 242.58 PF 1.4 M27 15.2 0.0 66.8 0.0 1.6 120 FTG 4T PE 0.0 M28 15.2 0.0 65.4 0.0 0.005 TL 266.58 PV Pipe: 35 -40.0 2.157 PL 12.00 PF 0.2 M28 15.2 0.0 65.4 0.0 3.5 120 FTG ---- PE 0.0 M26 15.2 0.0 65.6 0.0 0.014 TL 12.00 PV Pipe: 36 47.4 2.635 PL 12.00 PF 0.1 M29 15.2 0.0 66.9 0.0 2.8 120 FTG ---- PE 0.0 M27 15.2 0.0 66.8 0.0 0.007 TL 12.00 PV Pipe: 36A -42.7 1.049 PL 4.33 PF 8.7 1 15.2 5.6 58.3 42.7 15.9 120 FTG E2T PE 0.0 M29 15.2 0.0 66.9 0.0 0.530 TL 16.33 PV Pipe: 37 96.6 1.380 PL 5.75 PF 11.2 ___ . 9 15.2 0.0 66.9 0.0 20.7 120 FTG 2T PE 0.0 15.2 0.0 55.7 0.0 0.630 TL 17.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/1/20089K\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 IPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37A 55.8 1.380 PL 8.00 PF 1.8 3 15.2 0.0 55.7 0.0 12.0 120 FTG ---- PE 0.0 5 15.2 0.0 53.9 0.0 0.228 TL 8.00 PV Pipe: 37A1 15.7 1.380 PL 7.50 PF 0.2 5 15.2 0.0 53.9 0.0 3.4 120 FTG ---- PE 0.0 5A 15.2 0.0 53.7 0.0 0.022 TL 7.50 PV Pipe: 37B -24.4 1.380 PL 220.00 PF 11.4 5A 15.2 0.0 53.7 0.0 5.2 120 FTG 2T PE 0.0 M30 15.2 0.0 65.2 0.0 0.049 TL 232.00 PV Pipe: 37C -40.8 1.049 PL 0.50 PF 2.7 2 15.2 5.6 53.1 40.8 15.1 120 FTG T PE 0.0 3 15.2 0.0 55.7 0.0 0.486 TL 5.50 PV Pipe: 37D -40.1 1.049 PL 0.50 PF 2.6 4 15.2 5.6 51.3 40.1 14.9 120 FTG T PE 0.0 5 15.2 0.0 53.9 0.0 0.472 TL 5.50 PV Pipe: 37E -40.1 1.049 PL 0.50 PF 2.6 4A 15.2 5.6 51.2 40.1 14.9 120 FTG T PE 0.0 . A 15.2 0.0 53.7 0.0 0.470 TL 5.50 PV Pipe: 38 -47.4 2.157 PL 12.00 PF 0.2 M30 15.2 0.0 65.2 0.0 4.2 120 FTG ---- PE 0.0 M28 15.2 0.0 65.4 0.0 0.019 TL 12.00 PV Pipe: 39 186.7 2.635 PL 12.00 PF 1.1 M31 15.2 0.0 68.0 0.0 11.0 120 FTG ---- PE 0.0 M29 15.2 0.0 66.9 0.0 0.091 TL 12.00 PV Pipe: 39A -43.1 1.049 PL 4.33 PF 8.8 6 15.2 5.6 59.2 43.1 16.0 120 FTG E2T PE 0.0 M31 15.2 0.0 68.0 0.0 0.539 TL 16.33 PV Pipe: 40 98.4 1.380 PL 5.75 PF 11.6 M31 15.2 0.0 68.0 0.0 21.1 120 FTG 2T PE 0.0 8 15.2 0.0 56.4 0.0 0.652 TL 17.75 PV Pipe: 40A 57.4 1.380 PL 8.00 PF 1.9 8 15.2 0.0 56.4 0.0 12.3 120 FTG ---- PE 0.0 10 15.2 0.0 54.5 0.0 0.240 TL 8.00 PV Pipe: 40A1 40.0 1.380 PL 7.50 PF 0.9 10 15.2 0.0 54.5 0.0 8.6 120 FTG ---- PE 0.0 1OA 15.2 0.0 53.6 0.0 0.123 TL 7.50 PV 40B -23.0 1.380 PL 227.31 PF 10.6 .Pipe: 0 15.2 0.0 54.5 0.0 4.9 120 FTG 2T PE 0.0 M32 15.2 0.0 65.1 0.0 0.044 TL 239.31 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. .END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40C -41.1 1.049 PL 0.50 PF 2.7 7 15.2 5.6 53.7 41.1 15.2 120 FTG T PE 0.0 8 15.2 0.0 56.4 0.0 0.492 TL 5.50 PV Pipe: 40D -40.3 1.049 PL 0.50 PF 2.6 9 15.2 5.6 51.9 40.3 15.0 120 FTG T PE 0.0 10 15.2 0.0 54.5 0.0 0.477 TL 5.50 PV Pipe: 40E -40.0 1.049 PL 0.50 PF 2.6 9A 15.2 5.6 51.0 40.0 14.8 120 FTG T PE 0.0 10A 15.2 0.0 53.6 0.0 0.469 TL 5.50 PV Pipe: 41 -23.0 2.157 PL 12.00 PF 0.1 M32 15.2 0.0 65.1 0.0 2.0 120 FTG ---- PE 0.0 M30 15.2 0.0 65.2 0.0 0.005 TL 12.00 PV Pipe: 42 -328.2 3.260 PL 7.33 PF 4.4 M31 15.2 0.0 68.0 0.0 12.6 120 FTG 2ET PE 0.3 M33 14.4 0.0 72.7 0.0 0.092 TL 47.33 PV Pipe: 43 -328.2 3.260 PL 55.00 PF 6.0 M33 14.4 0.0 72.7 0.0 12.6 120 FTG E PE 0.0 OR1 14.4 0.0 78.7 0.0 0.092 TL 65.00 PV Pipe: 44 -328.2 3.260 PL 12.87 PF 1.2 TORi 14.4 0.0 78.7 0.0 12.6 120 FTG ---- PE 5.6 BOR2 1.5 0.0 85.5 0.0 0.092 TL 12.87 PV Pipe: 44A -328.2 4.260 PL 1.00 PF 0.0 BOR2 1.5 0.0 85.5 0.0 7.4 120 FTG ---- PE 0.4 BOR1 0.5 0.0 85.9 0.0 0.025 TL 1.00 PV Pipe: 45 -328.2 6.280 PL 13.00 PF 0.1 BOR1 0.5 0.0 85.9 0.0 3.4 140 FTG E PE 1.5 UG -3.0 0.0 87.5 0.0 0.003 TL 35.00 PV Pipe: 46 -328.2 6.080 PL 28.20 PF 0.3 UG -3.0 0.0 87.5 0.0 3.6 150 FTG 4E PE -2.6 BF1 3.0 0.0 85.3 0.0 0.003 TL 116.20 PV Pipe: 47 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 89.3 0.0 4.0 psi, 328.2 gpm BF1 3.0 0.0 85.3 0.0 Pipe: 48 -328.2 6.080 PL 7.62 PF 0.2 BF2 3.0 0.0 89.3 0.0 3.6 150 FTG ETG PE 2.6 UG7 -3.0 H.S. 92.1 500.0 0.003 TL 80.62 PV Pipe: 49 0.0 7.980 PL 237.00 PF 0.0 -3.0 0.0 93.0 0.0 0.0 150 FTG 2ETG PE 0.0 G2 -3.0 0.0 93.0 0.0 0.000 TL 350.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 IPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 50 -355.1 7.980 PL 372.00 PF 0.4 UG2 -3.0 0.0 93.0 0.0 2.3 150 FTG TG PE 0.0 UG3 -3.0 0.0 93.4 0.0 0.001 TL 431.00 PV Pipe: 51 -373.8 7.980 PL 195.00 PF 0.3 UG3 -3.0 0.0 93.4 0.0 2.4 150 FTG TG PE 0.0 UG4 -3.0 0.0 93.7 0.0 0.001 TL 254.00 PV Pipe: 52 -373.8 7.980 PL 445.00 PF 0.5 UG4 -3.0 0.0 93.7 0.0 2.4 150 FTG T PE 0.0 UGh -3.0 0.0 94.2 0.0 0.001 TL 498.00 PV Pipe: 53 18.7 7.980 PL 497.00 PF 0.0 UG3 -3.0 0.0 93.4 0.0 0.1 150 FTG LG PE 0.0 UGS -3.0 0.0 93.4 0.0 0.000 TL 523.00 PV Pipe: 54 18.7 7.980 PL 215.00 PF 0.0 UG8 -3.0 0.0 93.4 0.0 0.1 150 FTG TLG PE 0.0 UG9 -3.0 0.0 93.4 0.0 0.000 TL 294.00 PV Pipe: 55 355.1 7.980 PL 300.00 PF 0.3 UG2 -3.0 0.0 93.0 0.0 2.3 150 FTG TG PE 0.0 G5 -3.0 0.0 92.7 0.0 0.001 TL 359.00 PV Pipe: 56 355.1 7.980 PL 250.00 PF 0.2 UG5 -3.0 0.0 92.7 0.0 2.3 150 FTG LG PE 0.0 UG6 -3.0 0.0 92.5 0.0 0.001 TL 276.00 PV Pipe: 57 355.1 7.980 PL 365.00 PF 0.3 UG6 -3.0 0.0 92.5 0.0 2.3 150 FTG L PE 0.0 UG7 -3.0 H.S. 92.1 500.0 0.001 TL 385.00 PV Pipe: 58 -473.1 7.980 PL 725.00 PF 1.3 UG7 -3.0 H.S. 92.1 500.0 3.0 150 FTG ET2LG PE 0.0 UG9 -3.0 0.0 93.4 0.0 0.002 TL 851.00 PV Pipe: 59 -454.4 7.980 PL 210.00 PF 0.4 UG9 -3.0 0.0 93.4 0.0 2.9 150 FTG TG PE 0.0 UG10 -3.0 0.0 93.8 0.0 0.001 TL 269.00 PV Pipe: 60 -454.4 9.790 PL 540.00 PF 0.4 UG10 -3.0 0.0 93.8 0.0 1.9 150 FTG T4L PE 0.0 UGh -3.0 0.0 94.2 0.0 0.001 TL 696.00 PV Pipe: 61 -828.2 9.790 PL 1.00 PF 0.1 UGh -3.0 0.0 94.2 0.0 3.5 150 FTG TG PE 0.0 SOR -3.0 SRCE 94.3 (N/A) 0.002 TL 76.00 PV 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 NOTES (HASS) 6(1) Calculations were performed by the HASS 7.9 computer program under license no. 50121152 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.096 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.1 ft/sec at pipe 40. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPViv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 SAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVClSO HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 0 0 0 N P ty) OJ(N (JO ri co tflNaD rH riD aD riD c' Q (Ti ri) (T)WZE -H 04 Turn - HO) Q'd rn 0 Ti) r-1 -1 -H aD 0 >, rTiiflb1 . 'C'T TUH 0 0 a) H 0 0 H 0 N H 0 0 0 H 0 0 a) 0 0 '-0 0 0 N o • H 0 I Si co .0)-H--- M M2 i ./ M2 / M2 / M2 ) / M2 M3 I 1 5.2 <7> 5.2 <8> \ M14 / 5.3 / <15> 10.5 M18 5.4 <21> 15.9 M20 5.5 <24> 21.4 <25> 5.8 <27> 27.2 <28> \ M24 / 6.2 / <30> 33.3 <31> \ M26 / 6.7 / <33> 40.0 <34> M28 / 7.3 / <36> 47.4 M30 186.7 24.4 <14> 5.2 / / <20> 10.5 <23> 15 .9 <26> 21.4 <29> 27.2 <32> 33.3 <35> 40.0 <38> 47.4 z41> 23 . 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT sk 1 <1> M7 / \ SOR1 23.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 8/1/2008RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\STORAGE CALC.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 46 TER SUPPLY CURVE 132 * \\\ \ I \\\\\ \\\o\ I \\\\\ 121+ \\\\\ I \\\\\ I \\\\\ I \\\\\ 110+ \\\\\ 108.0 psi @ 1630 gpm-> * I Flow Test Point 99+ x P 88+ RI El SI S 77+ UI RI E I .66+ SI I 55+ 44+ 33+ 22+ LEGEND TI I X = Required Water Supply TI I 94.29 psi @ 828.2 gpm 11+ II I 0 = Available Water Supply IT I I 125.14 psi @ 828.2 gpm TI TI 0++_+_ - -+--- -+ -----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) FROM (MON>JUL 28 2008 14:15,ST.14:1./N.721887065 P 2 DIVISION 13 13910 BASIC FIRE SUPPRESSION MATERIALS & METHODS The following information has been reprinted for FlexHeade Industries with the permission of Reed Construction Data. FLEXHM DO l NDUSTRlESI, Holliston, MA Founded in 1992, FlexHead Industries is dedicated to providing safe, leading edge technologies That pro- mote increased installation and maintenance of auto- matic sprinkler systems. Product Description & Applications Fiexhood manufactures flexible stainless steel hose assemblies that connect sprinkler heads to the branch lines. These systems install in a quarter of the time of hard pipe armovers, and sprinkler heads can be easily relocated, inspected and maintained. With no rigid joints between the branch line and The head, the flexI- ble connection is impervious to building motion, even in seismically active areas. It remains completely wafer- fight even under the most rigorous conditions. With any contractor installed sprinkler head of choice, this pressure/leak tested system is available in 2-6' (0.6-1.8m) hose lengths, making it Ideal for any commercial, institutional, duct or cleanroom applica- tion. in addition FiexHead both minimizes the cost and simplifies the labor required to bring unsprinldered build- ings up to code. It installs In minutes, even in the most restrictive of spaces. Features & Advantages FlexHeod sprinkler connections provide engineers, architects, contractors and building owners with a level of flexibility previously unavailable, including: Reduced labor costs and callbacks Expedites retrofitting of buildings with confined spaces Predictable installation - eliminates bidding problems and scheduling delays Fast-track construction for rod occupancy Compatible with any FMIUL approved sprinkler head 100% leak-tested system industrial grade, all welded, no 0-ring construction Adjustable height and sprinkler alignment/ center-of- file uniformity No additional hangers required Compatible with BlazeMaster" Fire Sprinkler Systems Properties & Performance PJI products meet NFPA 13 Guidelines Commercial products ore approved for use with light, medium and heavy load grids (ASIM C 635, C 636) AU products are rated up to 175 or 30) psi (12 or 2067 kPcr) All products are international Building Code compli- ant for sprinklers installed in seismic design classes C, D, E and F Commercial product is FM approved and UL listed for suspended ceiling and gypsum board ceiling Instal- lations Construction, Materials & Flnshes Every FlexHeacl sprinkler connection comes complete with the flexible hose and attachment bracket. Construction, Materials & Finishes 5111-829-6975 or 508-893-9596 Fax 538-893-6020 Email: lnfottflexhead.com www.flexhead.com 81oj&Mcsterjso registered trademark of Noveon IP Holdings Corp. splev r.Jilu' FrFSs -( CAT AL - ." , C CAD EJ ww'-t. ee.dFirstSource.corr 026 Reed Conrnjc1lon Vota AS 1gh s Rr-sr". itit1 , f - ._ it'4çi4L . • '=e=2 Suspended ceiling installation Gypsum board ceiling Installation FROM Ion <MON>.JUL 28 2008 14:15/8T.14;14/N-.7621887O65 P 3 BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 FlexHead Industries, Inc. FLEXHiM..D& I NDUSTRIES'...•• 1. Product Name FlexHead Commercial Sprinkler Connections 2, Manufacturer FlexHead Industries, Inc. 56 Lowland St. Holliston, MA 01746 (800) 829-6975 (508) 893-9596 Fax: (508) 893-6020 E-mail: sales@HexHead.com www.flexhead. corn 3.'Product Description BASIC USE FlexHead manufactures flexible stainless steel hose assemblies and a bracketing system that connect sprinkler heads to the branch lines. These systems Install in a quarter of the time of hard pipe armovers, allowing for rapid instal- lation or relocation of sprinkler heads in sus- pended ceilings. Each FlexHead unit comes with a mounting bracket and a 1-piece, leak tested sprinkler drop. The mounting bracket is compatible with any suspended or gypsum board ceiling system, With any contractor installed sprinkler head of choice this pressure/leak tested system is available in 2' - 61(0,6 - 1,8 m) hose lengths, making It Ideal for any commercial applica- tion. In addition, FlexHead both minimizes the cost and simplifies the labor required to bring unsprinklered buildings up to code. It installs in minutes, even in the most restrictive of spaces. All FlexHead commercial sprinkler connec- lions are Factory Mutual (FM) approved and UL listed and are manufactured in an FM/UL audited facility. BENEFITS Reduced labor costs and callbocks Expedites retrofitting buildings with con- fined spaces Predictable installation eliminates bidding problems and scheduling delays Fast-track construction for rapid building occupancy 'Flexible design provides versatility for changes in floor plan or occupancy 'Compatible with any FM/UL approved sprinkler head '100% leak tested system 'Industrial grade, all welded. no 0-ring con- struction, uses all stainless steel components 'Adjustable height and sprinkler alignment/ center-of-tile uniformity 'Rated up to 300 psi (2066 kPo) with no additional hangers required 'Easy friction loss/water pressure calculations Muiport bracket provides uniformity with any suspended or gypsum board ceiling system Compatible with BlazeMasterlM Fire Sprinkler Systems 'Approved for use in suspended ceiling sys- tems with light, medium and heavy load grids (ASTM 0635, C636) 'True-bore 1" (25.4 mm) internal corrugated hose diameter, which produces friction loss values similar to hard pipe armovers 'Fully braided hose provides excellent pro- tection against pressure surges '2003 IBC and SEI/ASCE 7-02 compliant for sprinklers installed in seismic design classes C and DIE/F ME SYSTEM ICOMPATIBLE1 COMPOSITION & MATERIALS Every FlexHead connection comes complete with the flexible hose and attachment brack- et. Each connection is made from 100% facto- ry tested Type 304 stainless steel. The hose nip- ples are also 304 stainless steel and are fully welded using a proprietary welding process (no 0-rings). FlexHead Is leak tested to 175 psi (1205 kPa). It has burst pressure of over 2000 psi (13,780 kPa). SPEC -DA.4'Oa MALL$PEC" are r,otrd trodemorki c( Ned Elsevier Inc. The ten port SPECD4tA !orfflo n.x1om (a toe edtc1/Ot olf(e co Pre con-stru, UooSpecir-'-,,ftms (nsflttjte and i5 toed wiTh their pe,rntcw. The mowfach.wr rnspoo.;tb)e !,i, techn/nof occurony. 02006 ?ad Constojcho:i 'c(C. Aft I?t,h1$ tetrvei Suspended ceiling Installation in a confined space FROM <M0tl>.JUL 28 2008 14: 18/ST. 14: 14/NQ. 7S21887055 P 4 BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 FlexHead Industries, Inc. The bracket system is made from galva- nized sheet metal and is approved and com- patible for use with light, medium and heavy load grids (ASTM 0635, 0636) or gypsum board ceiling systems. SIZES FlexHead is available in 2', 3', 4', 5' or 6'(0.6, 0.9, .2. 1.5 or 1.8 m) hose lengths. 4. Technical Data APPLICABLE STANDARDS American Society of Civil Engineers (ASCE) - SEI!ASCE 7-02, Section 9.6 Architectural, Mechanical, and Electrical Components and Systems ASTM International ASTM 0635 Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings ASTM 0636 Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels Ceilings & Interior Systems Construction Association (CISCA) Recommendations for Direct-Hung Acoustical Tile and Lay-In Panel Ceilings, 2002, Seismic Zones 0-2 Guidelines for Seismic Restraint Direct Hung Suspended Ceiling Assemblies, 2002, Seismic Zones 3 and 4 International Code Council (ICC) ICC International Building Code (IBC), 2003 - Sections 803.9 Acoustical Ceiling Systems: 1621 Architectural, Mechanical, and Electrical Component Seismic Design Requirements: and 1622 Non-building Structural Seismic Design Requirements 'ICC Uniform Building Code (UBC), 1997 - Standard 25-2 Metal Suspension Systems for Acoustical Tile and for Lay-in Panel Ceilings FM Global Technologies LIC (FM) - FM Class Number 1637 Approval Standard for HexibleSprinkler Hose w/Threaded End Fittings National Fire Protection Association (NFPA) -NFPA 13 Standard for the Installation of Sprinkler Systems -NFPA 13D Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes 'NFPA 13R Standard for the Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height Underwriters Laboratories, Inc. (UL) - UL 2443 Standard for Flexible Sprinkler Hose with Fittings for Fire Protection Service PHYSICAL/CHEMICAL PROPERTIES Test reports are available to design profes- sionals upon request. 5. Installation PREPARATORY WORK Installation should only be performed by qual- ified and licensed technicians In the fire pro- tection field. Consult NFPA, FM, UL and state and local guidelines prior to installation. METHODS Each FlexHead ceiling sprinkler connection includes a multipart mounting bracket and a 1-piece, leak tested FlexHead sprinkler drop. Attach the bracket to the t-bar ceiling grid; then attach the FlexHead sprinkler to the sub- main. Secure the sprinkler to the bracket. Test installation of sprinkler system for any leaks per NFPA guidelines. PRECAUTIONS Consult the manufacturerIs installation instruc- tions for complete installation information. Failure to follow the cited Instructions may cause personal injury. During maintenance or inspection of FlexHead product, the facility fire protection system must be inactive. Do not attempt relocation or maintenance of FlexHead product while fire protections sys- tem is live. BUILDING CODES Current data on building code requirements and product compliance may be obtained from the manufacturerIs technical support specialists. Installation must comply with the requirements of applicable local, state and national code jurisdictions. Availability & Cost AVAILABILITY For information on product availability or to locate an authorized FlexHead distributor, contact FlexHead Industries, Inc. COST Budget installed cost information may be obtained from the manufacturer upon request. Warranty FlexHead Industries, Inc., warrants that its products will be free from defects in materials and workmanship under normal conditions of use and service for a period of 1 year from date of sale. The obligation under this warran- ty is limited to repairing or replacing any prod- uct that is returned with transportation charges prepaid 'within 1 year after the date of original sale and that on examination by FlexHead shows to their satisfaction to have been defective in materials or workmanship, under normal conditions of use and service. The decision as to whether to repair or to - SEc.DATA MNU-5rEC' ae reThscrcJ fia-larmlik,4 of Peed Elsevhsr The ?n pa" (pm.t Confor ms ?& The eYTh,!W sve Of Ite CQflfrl(UC?OC pec(CQ".fll ,fls'L'e Thi Is W.e.i wiTh EEl' 0EETh5$JQ('. PIE m0fl010kE1 's i0sponsve io' iecreicol occswac'. a'a Reed Co'(I.'ciion 1kW,,. '. Pii?ti.$ I? $%'e.j. FROM BOB (MON).JuL 28 2008 14: 17ST. 14: 14NQ. 7521887055 P 6 BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 FlexHead Industries, Inc. replace any product shall be made by - FlexHead Industries, and any repair shall be made at their facility. Contact the manufac- turer for complete limited warranty details. 8, Maintenance Contact the manufacturer for complete maintenance Information. Technical Services Design assistance and technical support are available upon request from the manufactur- ers trained staff. Filing Systems MANUSPECM First Source CAD Additional product information is available from the manufacturer upon request. FGG/8MTM System Compatible indicates this product has been tested and is monitored on an ongoing basis to assure chemical compatibility with FlowGuard Gold',", 8lazeMasterlM, and CorzanhM pipe and fittings. FGG/BMFlowGuard GoldBIozoMoster and CorzaniM are registered trademarks of Noveon IP Holdings Corp. - ' SPEC-DATA "aid MANo-rPC' ,e ;Q&ered Jemods .,f Reed tseWer )r,c. Th lee pad 5°SC-hA14 !a;rnl ccn(e,me 0 R'e ec ci! et,Th of The Cccqctwclo,i SpecRca.ccns Jr.stik,)e crcj ic loRd din !P-&It dern . The ,r nLfaOiwe Ic cpinRle rag re.nniai a-cgjracy R20,'Rf Reed Cc,lslwctfoe Carc. Al hic Punrived. FROM (MON)JUL 28 2008 14: 17fST. 14: 14N. 7521887055 P $ F I e x", Spri FlexHe / easy ead" Commeroat Ceiling kler Connections Products Provide Unparalleled Ease ead sprinkLers allow engineers, architects, contractors and building owners a ee of versatility previously unavailable. With so many options, they make it design and work with whatever configuration your plans call for. / 'Benéflts and features incLude: FlexHeaci Metal. Stud Detail I •Rluced manpower, Labor costs, Materials / j'icl call-backs Hose Assembly. ALL 304 Stainless Steel Fast-track construction for rapid Sprinkler Multi-port Bracket- HO G60 Galvanized Metal / building occupancy branchLine / / 'Quick retrofit of existing buildings sprinkler FiexHead drop 'Predictable installation that I tes elimina bidding problems or MuttiPOPt metal stud / missed schedules Adjustable hub mounting bracket / 'Easy installation of semi full-pendant; or fully concealed Metal stud sprinkler head ------- ---•• ........- .-.- oMulti_port bracket for perfect Sheetruck ceiLing uniformity with any suspended Sprinkler head or sheetrock ceiling system 'Meets Internationii al Building Code (IBC) and NFPA guidelines FlexHead Suspended Ceiling Detail 'Meets ASCE 7-98 guidelines for Each FM-approved unit is ready. th.install. - seismic design categories C, D, E pressure- and leak-tested, and comes complete with a flexible stainless-steel I and F referenced in the;IBC hose and mounting bracket with FlexHead 'Approved for use in suspended adjustable hub. JJjI1' j.ir sprinkler drop ceilings with light, medium, and heavy-load grids (ASIM C635, 636) Multi-port ceiling grid —...'Industrial grad aLlwelded; mounting bracket .._-Adjuble hub - no0-nng coii,s.tructipn Rated Lip to30Opsiand requires no hangers - _•_- ....• .Easy:fnction loss/water pressure Suspended i-bar grid Ceiling tile calculations Sprinkler head Sprinkler brauchline FLexHead Outlet Hose Assembly Equivalent Length of 1" Maximum Rated Model # Size Length ft(m) schedule 40 pipe ft(m) Pressure psi (kPa) 2024 .. .. .. '1/2in. 2ff (0.6m) 17ft (5.1m) 175 (1205) .2036 . .. 1/21n. 3ff. (09rn) 22ff (6.6m) 175 (1205) ..2048 1/2Th. 4ff (1.2m) 24ff (7.3m) 175 (1205) 2060 1/21n. . 5ff (1.5m) 25ff (7.5m) 175 (1205) 2072 1/2in. 6ft (1.8m) 28ff (8.4m) 175 (1205) 2024 3/4in. 2ff (O.6m) 9ff (2.7m) 175 (1205) 2036 3/41n. 3ff (0.9m) 16ft (4.8m) 175 (1205) 2048 3/4th. 4ff (1.2m) 21ff (6.4ni) 175 (1205) 2060 . 3/4111. 5ft (1.5m) 22ff (6-,,67.)175 (1205) 2072 3/4in. 6ff (1.8m) 25ff (7.5ni) 175 (1205) Flex/lead products are intended for use in hydraulically designed wet, pie-action, deluge or dry pipe sprinkler systems per NFPA 23, 13/? and 130 guidelines. The hydraulic toss of the Flex/lead needs to be included in the hydraulic design calculations the same as a valve of fitting. Each Flex/lead has a 3" minimum bend radius per UL guidelines and a 7" minimum bend radius per FN guidelines. FROM (HON)JUL 28 2008 14: 17ST. 14: 14NQ. 7521887055 P 7 A & D FIRE PROTECTION, INC. 11465 WOODSIDE AVENUE SANTEE, CA 92071 HYDRAULIC CALCULATIONS FOR THE APPLE TI @ Carlsbad 1923 Calle Barcelona Carlsbad, CA 92009 DATE: 7-28-2008 FLEX HEAD PROOF CALC -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard II AREA OF APPLICATION: 4 HEADS COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 104.8 gpm TOTAL WATER REQUIRED (including hose): 354,8 gpm FLOW AND PRESSURE (@ BOR) : 354.8 gpm @ 45.1 psi SPRINKLER ORIFICE: 1/2' NAME OF CONTRACTOR: A & D FIRE PROTECTION DESIGN/LAYOUT BY: MARIA INIGUEZ AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 602040 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50121152 FROM <HON)JUL. 28 2008 14 17ST. 14: 14N. 7S21887OS$ P 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2008WORK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOR 132.0 108.0 1630.0 130.6 354.8 45.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 354.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 104.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Ml 15.2 - - - - 30.7 - - - P1 10.0 K= 5.60 21.5 25.9 1 15.0 - - - - 26.5 - - - 2 15.0 - - - - 26.1 - - - 3 15.0 - - - - 26.3 - - - 4 15.0 - - - - 29.4 - - - P2 10.0 K; 5.60 21.2 25.8 P3 10.0 K= 5.60 21.3 25.9 P4 10.0 K; 5.60 23.7 27.3 M7 15.2 - - - - 30.1 - - - M8 15.2 - - - - 30.7 - - - M14 15.2 - - - - 30.1 - - - MiS 15.2 - - - - 30.7 - - - £118 15.2 - - - - 30.1 - - - £119 15.2 - - - - 30.7 - - - £120 15.2 - - - - 30.1 - - - M21 15.2 - - - - 30.7 - - - £122 15.2 - - - - 30.0 - - - 1423 15.2 - - - - 30.7 - - - £124 15.2 - - - - 30.0 - - - £125 15.2 - - - - 30.8 - - - £126 15.2 - - - - 29.9 - - - M27 15.2 - - - - 30.8 - - - £128 15.2 - - - - 29.7 - - - £129 15.2 - - - - 31.0 - - - £130 15.2 - - - - 29.7 - - - £131 15.2 - - - - 31.3 - - - £132 15.2 - - - - 29.7 - - - M33 14.4 - - - - 32.2 - - - TORi 14.4 - - - - 32.9 - - - BOR2 1.5 . - - - - 38.7 - - - BOR1 0.5 - - - - 39.1 - - - UG -3.0 - - - - 40.6 - - - BF1 3.0 - - - - 38.1 - - - FROM <MON).JUL. 28 2008 14: 1$ST. 14: 14N. 7821887085 P 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2008WORK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) BF2 3.0 - - - - 42.1 - - - UG1 -3.0 - - - - 44.9 - - - UG2 -3.0 - - - - 44.9 - - - UG3 -3.0 - - - - 45.0 - - - UG4 -3.0 - - - - 45.0 - - - UG5 -3.0 - - - - 44.8 - - - UG6 -3.0 - - - - 44.8 - - - UG7 -3.0 HOSE STREAM 44.7 250.0 TJG8 -3.0 - - - - 45.0 - - - UG9 -3.0 - - - - 45.0 - - - UG10 -3.0 - - - - 45.0 - - - UGh -3.0 - - - - 45.1 - - - SOR -3.0 SOURCE 45.1 354.8 FROM (HON)JUL 28 2008 14: 18ST. 14: 14N. 7S21887O5 P 10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2008W0RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG t3-1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS; END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 4.5 1.380 FL 242.58 PF 0.6 Ml 15.2 0.0 30.7 0.0 1.0 120 FTC 4T PE 0.0 15.2 0.0 30.1 0.0 0.002 TL 266.58 PV Pipe: 7 4.5 2.635 PL 11.75 PF 0.0 M8 15.2 0.0 30.7 0.0 0.3 120 FTG ---- PE 0.0 Ml 15.2 0.0 30.7 0.0 0.000 TL 11.75 PV Pipe: 8 4.5 1.380 PL 242.58 PP 0.6 M8 15.2 0.0 307 0.0 1.0 120 FTG 4T PE 0.0 1414 15.2 0.0 30.1 0.0 0.002 TL 266.58 PV Pipe: 14 -4.5 2.157 PL 11.75 PF 0.0 M14 15.2 0.0 30.1 0.0 0.4 120 FTG ---- PS 0.0 M7 15.2 0.0 30.1 0.0 0.000 TL 11.75 PV Pipe: 15 9.0 2.635 FL 22.45 PF 0.0 M15 15.2 0.0 30.7 0.0 0.5 120 FTG 2E PE 0.0 148 15.2 0.0 30.7 0.0 0.000 TL 38.45 PV Pipe: 16 4.6 1.380 FL 242.58 PF 0.6 MiS 15.2 0.0 30.7 0.0 1.0 120 FTG 4T PE 0.0 M18 15.2 0.0 30.1 0.0 0.002 TL 266.58 PV Pipe: 20 -9.0 2.157 PL 11.87 PF 0.0 1418 15.2 0.0 30.1 0.0 0.8 120 FTC ---- PE 0.0 1414 15.2 0.0 30.1 0.0 0.001 TL 11.87 PV Pipe: 21 13.7 2.635 FL 12.00 PP 0.0 M19 15.2 0.0 30.7 0.0 0.8 120 FTG ---- PE 0.0 1415 15.2 0.0 30.7 0.0 0.001 TL 12.00 PV Pipe: 22 4.8 1.380 PL 242.58 PF O.G . 1419 15.2 0.0 30.7 0.0 1.0 120 FTG 4T PE 0.0 1420 15.2 0.0 30.1 0.0 0.002 TL 266.58 PV Pipe: 23 -13.7 2.157 PL 12.00 PF 0.0 M20 15.2 0.0 30.1 0.0 1.2 120 FTC ---- PS 0.0 1418 15.2 0.0 30.1 0.0 0.002 TL 12.00 PV Pipe: 24 18.4 2.635 PL 12.00 PF 0.0 1421 15.2 0.0 30.7 0.0 1.1 120 FTG ---- PE 0.0 1419 15.2 0.0 30.7 0.0 0.001 TL 12.00 PV Pipe: 25 5.0 1.380 PL 242.58 PF 0.7 1421 15.2 0.0 30.7 0.0 1.1 120 FTG 4T FE 0.0 1422 15.2 0.0 30.0 0.0 0.003 TL 266.58 PV FROM <MON>JUL 28 2008 14:18,ST. 14:14N.75218870S5 P.11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/28/2008W0RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #31.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -18.4 2.157 PL 12.00 PF 0.0 M22 15.2 0.0 30.0 0.0 1.6 120 FTG ---- PE 0.0 M20 15.2 0.0 30.1 0.0 0.003 TL 12.00 PV Pipe: 27 23.4 2.635 PL 12.00 PP 0.0 M23 15.2 0.0 30.7 0.0 1.4 120 FTG ---- PE 0.0 M21 15.2 0.0 30.7 0.0 0.002 TL 12.00 PV Pipe: 28 5.3 1.380 PL 242.58 PF 0.8 M23 15.2 0.0 30.7 0.0 1.1 120 FTG 4T PE 0.0 M24 15.2 0.0 30.0 0.0 0.003 TL 266.58 PV Pipe: 29 -23.4 2.157 PL 12.00 PP 0.1 M24 15.2 0.0 30.0 0.0 2.1 120 FTG ---- PE 0.0 M22 15.2 0.0 30.0 0.0 0.005 TL 12.00 PV Pipe: 30 28.7 2.635 PL 12.00 PF 0.0 M25 15.2 0.0 30.8 0.0 1.7 120 FTG ---- PE 0.0 M23 15.2 0.0 30.7 0.0 0.003 TL 12.00 PV Pipe: 31 5.7 1.380 PL 242.58 PF 0.9 M25 15.2 0.0 30.8 0.0 1.2 120 FTG 4T PE 0.0 M26 15.2 0.0 29.9 0.0 0.003 TL 266.58 PV Pipe: 32 -28.7 2.157 PL 12.00 PF 0.1 rv126 15.2 0.0 29.9 0.0 2.5 120 FTG ---- PE 0.0 M24 15.2 0.0 30.0 0.0 0.008 TL 12.00 PV Pipe: 33 34.5 2.635 PL 12.00 PF 0.0 M27 15.2 0.0 30.8 0.0 2.0 120 FTG ---- PE 0.0 M25 15.2 0.0 30.8 0.0 0.004 TL 12.00 PV Pipe: 34 39.3 1.380 PL 25.00 PF 4.4 M27 15.2 0.0 30.8 0.0 8.4 120 FTG 2T PE 0.1 1 15.0 0.0 26.5 0.0 0.120 TL 37.00 PV Pipe: 34A -25.9 1.049 PL 29.00 PF 7.2 P1 10.0 5.6 21.5 25.9 9.6 120 FTG T PE -2.2 1 15.0 0.0 26.5 0.0 0.211 TL 34.00 PV Pipe: 343 13.4 1.380 PL 19.17 PF 0.3 1 15.0 0.0 26.5 0.0 2.9 120 FTG ---- PE 0.0 2 15.0 0.0 26.1 0.0 0.016 TL 19.17 PV Pipe: 34C -25.8 1.049 FL 29.00 PF 7.1 P2 10.0 5.6 21.2 25.8 9.6 120 FTG T FE -2.2 2 15.0 0.0 26.1 0.0 0.208 TL 34.00 PV Pipe: 34D -12.4 1.380 FL 9.50 PP 0.1 2 15.0 0.0 26.1 0.0 2.7 f20 FTG ---- PE 0.0 3 15.0 0.0 26;3 0.0 0.014 TL 9.50 PV FROM (HON)._JUL 28 2008 14 18ST. 14: 14N. 7S218870 P 12 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE; 7/28/2008WORK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG 4$3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG 43-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) Hw(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 345 -25.9 1.049 PL 29.00 PF 7.1 P3 10.0 5.6 21.3 25.9 9.6 120 FTG T PE -2.2 3 15.0 0.0 26.3 0.0 0.209 TL 34.00 PV Pipe: 34F -38.3 1.380 PL 19.00 PF 3.5 3 15.0 0.0 26.3 0.0 8.2 120 FTG 2T FE -0.1 M28 15.2 0.0 29.7 0.0 0.114 TL 31.00 PV Pipe: 35 -34.5 2.157 PL 12.00 PF 0.1 M28 15.2 0.0 29.7 0.0 3.0 120 FTG ---- PE 0.0 M26 15.2 0.0 29.9 0.0 0.011 TL 12.00 PV Pipe: 36 73.8 2.635 PL 12.00 PF 0.2 M29 15.2 0.0 31.0 0.0 4.3 120 FTG ---- PE 0.0 M27 15.2 0.0 30.8 0.0 0.016 TL 12.00 PV Pipe: 37 23.3 1.380 PL 25.00 PF 1.7 M29 15.2 0.0 31.0 0.0 5.0 120 FTG 2T PE 0.1 4 15.0 0.0 29.4 0.0 0.045 TL 37.00 PV Pipe; 37A -27.3 1.049 PL 29.00 PF 7.9 P4 10.0 5.6 23.7 27.3 10.1 120 FTG T PE -2.2 4 15.0 0.0 29.4 0.0 0.231 TL 34.00 PV Pipe: 373 -4.0 1.380 FL 217.58 PF 0.4 4 15.0 0.0 29.4 0.0 0.9 120 FTG 2T PE -0.1 M30 15.2 0.0 29.7 0.0 0.002 TL 229.58 PV Pipe: 38 3.8 2.157 PL 12.00 PF 0.0 M30 15.2 0.0 29.7 0.0 0.3 120 FTG ---- PS 0.0 M28 15.2 0.0 29.7 0.0 0.000 TL 12.00 PV Pipe: 39 97.1 2.635 PL 12.00 PF 0.3 M31 15.2 0.0 31.3 0.0 5.7 120 FTG ---- FE 0.0 M29 15.2 0.0 31.0 0.0 0.027 TL 12.00 PV Pipe: 40 7.8 1.380 PL 242.58 PF 1.6 M31 15.2 0.0 31.3 0.0 1.7 120 FTG 4T PE 0.0 M32 15.2 0.0 29.7 0.0 0.006TL 266.58 PV Pipe: 41 7.8 2.157 PL 12.00 PF 0.0 M32 15.2 0.0 29.7 0.0 0.7 120 FTG ---- PE 0.0 M30 15.2 0.0 29.7 0.0 0.001 TL 12.00 PV Pipe: 42 -104.9 3.260 PL 7.33 PF 0.5 M31 15.2 0.0 31.3 0.0 4.0 120 FTG 2ET PS 0.3 M33 14.4 0.0 32.2 0.0 0.011 TL 47.33 PV Pipe; 43 -104.9 3.260 PL 55.00 PF 0.7 M33 14.4 0.0 32.2 0.0 4.0 120 FTG S FE 0.0 TORi 14.4 0.0 32.9 0.0 0.011 TL 65.00 PV FROM (MON>.JUL 28 2008 14 18ST. 14: 14Nø. 7R5218870SU P 13 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2008W0RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 44 -104.9 3.260 PL 12.87 PF 0.1 TORi 14.4 0.0 32.9 0.0 4.0 120 FTG ---- PE 5.6 50R2 1.5 0.0 38.7 0.0 0.011 TL 12.87 PV Pipe: 44A -104.9 4.260 PL 1.00 PF 0.0 BOR2 1.5 0.0 38.7 0.0 2.4 120 FTG ---- PE 0.4 BOR1 0.5 0.0 39.1 0.0 0.003 TL 1.00 PV Pipe: 45 -104.9 6.280 PL 13.00 PF 0.0 BOR1 0.5 0.0 39.1 0.0 1.1 140 FTG E PE 1.5 UG -3.0 0.0 40.6 0.0 0.000 TL 35.00 PV Pipe: 46 -104.9 6.080 PL 28.20 PF 0.0 UG -3.0 0.0 40.6 0.0 1.2 150 FTG 4E PE -2.6 SF1 3.0 0.0 38.1 0.0 0.000 TL 116.20 PV Pipe: 47 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 42.1 0.0 4.0 psi, 104.9 gpm BF1 3.0 0.0 38.1 0.0 Pipe: 48 -104.9 6.080 PL 7.62 PF 0.0 BF2 3.0 0.0 42.1 0.0 1.2 150 FTG ETG PE 2.6 UG7 -3.0 H.S. 44.7 250.0 0.000 TL 80.62 PV Pipe: 49 0.0 7.980 PL 237.00 PF 0.0 UG1 -3.0 0.0 44.9 0.0 0.0 150 FTG 2ETG PE 0.0 UG2 -3.0 0.0 44.9 0.0 0.000 TL 350.00 PV Pipe: 50 -152.1 7.980 PL 372.00 PF 0.1 UG2 -3.0 0.0 44.9 0.0 .1.0 150 FTG TG PE 0.0 tJG3 -3.0 0.0 45.0 0.0 0.000 TL 431.00 PV Pipe: 51 -160.2 7.980 PL 195.00 PF 0.1 UG3 -3.0 0.0 45.0 0.0 1.0 150 FTG TG PE 0.0 UG4 -3.0 0.0 45.0 0.0 0.000 TL 254.00 PV Pipe: 52 -160.2 7.980 PL 445.00 PF 0.1 tJG4 -3.0 0.0 45.0 0.0 1.0 150 FTG T PE 0.0 tJG11 -3.0 0.0 45.1 0.0 0.000 TL 498.00 PV Pipe: 53 8.0 7.980 PL 497.00 PF 0.0 tJG3 -3.0 0.0 45.0 0.0 0.1 150 FTG .LG PE 0.0 tJG8 -3.0 0.0 45.0 0.0 0.000 TL 523.00 PV Pipe: 54 8.0 7.980 PL 215.00 PF 0.0 UG8 -3.0 0.0 45.0 0.0 0.1 150 FTC TLG PE 0.0 UG9 -3.0 0.0 45.0 0.0 0.000 TL 294.00 PV Pipe: 55 152.1 7.980 PL 300.00 PF 0.1 UG2 -3.0 0.0 44.9 0.0 1.0 150 FTG TG PE 0.0 UGS -3.0 0.0 44.8 0.0 0.000 TL 359.00 PV FROM (MON>JUL 29 2009 14 18ST. 14: 14NQ. 7S2188705S P 14 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/28/2008W0RK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(F?S) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 56 152.1 7.980 PL 250.00 PP 0.1 UG5 -3.0 0.0 44.8 0.0 1.0 150 FTG LG PE 0.0 UG6 -3.0 0.0 44.8 0.0 0.000 TL 276.00 PV Pipe: 57 152.1 7.980 PL 365.00 PF 0.1 UGG -3.0 0.0 44.8 0.0 1.0 150 FTG L PE 0.0 UG7 -3.0 H.S. 44.7 250.0 0.000 TL 385.00 PV Pipe: 58 -202.7 7.980 PL 725.00 PF 0.3 UG7 -3.0 H.S. 44.7 250.0 1.3 150 FTG ET2LG PE 0.0 UG9 -3,0 0.0 45.0 0.0 0.000 TL 851.00 PV Pipe: 59 -194.7 7.980 PL 210.00 PF 0.1 UG9 -3.0 0.0 45.0 0.0 1.2 150 FTG TG PE 0.0 UG10 -3.0 0.0 45.0 0.0 0.000 TL 269.00 PV Pipe: 60 -194.7 9.790 PL 540.00 PF 0.1 UG10 -3.0 0.0 45.0 0.0 0.9 150 FTG T4L PE 0.0 UGh -3.0 0.0 45.1 0.0 0.000 TL 696.00 PV Pipe: 61 -354.8 9.790 PL 1.00 PF 0.0 UGh -3.0 0.0 45.1 0.0 1.5 150 FTG TG PE 0.0 SOR -3.0 SRCE 45.1 (N/A) 10.000. TL 76.00 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 50121152 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.198 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.1 ft/sec at pipe 3.7A. FROM (MON).JUL. 28 2008 14: 18ST. 14: 14N. 75218870SS P iS SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/28/2008W0RK\DAYWORK JOBS\APPLE TI CAP.LSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE11 ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7,00 6.00 1.00 10.00 10.00 6.00 PAGE: B MATERIAL; THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngE1l ChkVlv BfyVlv GatVlv AlmChk 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Pitting Lengths in Feet (in) E T L C B G N Eli Tee LngE11 ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C S G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 9.790 30.00 68.00 22.00 74.00 26.00 7.00 68.00 D N DPV1v NPTee 12.00 12.00 14.00 17.00 18.00 20.00 26.00 26.00 0 C 0 H 0 0 aD N 0 0 0 0 FROM (MON).JUL 28 2008 14: 18'ST. 14: 14H. 75218870S5 P 18 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/28/200BWORK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG 3-1 0 P P ai 1:1) O (JU oc1wu1p4 .v wmE cz VJ *1)l --IWE ,-(OJ) - W4J-1 (ac-I-I w Lt10> -d r1LI)CI) >mQ)Lfl - - ZIA H (N — o 0 0 0 0 0 H 0 N -D CO 0 H CO U) (N H H 4.5 <7> 4.5 £414 4.5 <15> 9.0 <16> 4.6 <21> 13 .7 <22> M2; 4.8 <24> 18.4 <25> M2; 5.0 <27> 23.4 M24 5.3 <30> 28.7 5 £426 5 5.7 <33> 34.5 £428 <36> 73.8 '<34> <34F> M3 / 7.8 20> 23> L3 .7 <26> 18.4 <29> 23.4 <32> 28.7 <35> 34.5 <38> 3.8 <41> 7.8 5' M21 M2 M2 M2' M2 £431 SOR1 FROM (MON)JUL 28 2008 14: 18fST. 14: 14N. 7S21887O5 P 17 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE; 7/28/2008WORK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT Ml <1> M7 FROM <MON>.JUL 28 2008 14 18/ST. 14: 14NQ. 75218870155 P 18 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 . DATE: 7/28/2008WORK\DAYWORK JOBS\APPLE TI CARLSBAD\APPLE TI\BLDG #3-1.SDF JOB TITLE: FORUM AT CARLSBAD BLDG #3-1 WATER SUPPLY CURVE I 0 \\\\\ \\\\\ I \\\\\ 121+ I \\\\\ I \\\\\ 110+ \\\\\ 108.0 psi @ 1630 gpm-> * Flow Test Point 99+ P 88+ RI SI S 77+ UI RI El 66+ S I 55+ ) I 44+ X 33+ 22+ LEGEND I I, I X = Required Water Supply 45.14 psi ® 354.8 gpm 11+ II 0 = Available Water Supply 130.57 psi ® 354.8 gpm If ----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) EXTERIOR STOCKROO MANAGER'S HALLWAY V4 c'?> THERMOSTAT CONTROLS AT 3-8 AFF 1 DATA 4 NOT us • 4) THERMOSTAT SENSOR 4) jcMjj.y ILLUMINATED SIGNEOX ABOVE am 4 STORE TI) IOU IISTRU 4 2 COW 1 PROVIDE 2 DATA OUTLETS PER RACEWAY (1 AT EACH END) FLOOR . COORD. LOCATION OF STUB UP WI FIXTURE SEE 1/A14.4 FOR GENIUS BAR DUPLEX _ lCONE 2 COW PROVIDE SON PHONE RINGER IN CASHWRAP BEHIND PRINTER I SPAF- _____ A PROVIDE DOORBELL ANUNCIATOR IN SALES FLOOR 4) (1) OU CEILING ABOVE GENIUS CREDENZA, AS WELL AS ABOVE CEILING AT MORS OFFICE AND RECEIVING COUNTER. 4> (1) ou COORDINATE POWER / TELECOM / DATA OUTLET 4)DS3 St LOCATIONS WITH ELEVATIONS. SEE DE 4 DETEX ALARM UNIT 34) LOCATE 4 LOCATION OF SECURITY KEY PAD • 4)VERnCALLY KEYPAD WITH POEA%I E Or ?N r SEE 3/Al2.3 VERIFY SIZE OF SIGMAGE WITH CIL o 10. s SIGN DETAILS • 4) DUPLE • 4) PROVIDE DOORBELL AT +41 4) J-BOX FOR GRAPHIC LIGHT PANEL (ABOVE CEILING). SIMPLE _____ • AT +4 -4) E€CURI1Y-XErAD ONLY FOR USE IN REMOTE STOON CONDIT1ON 4) DUPLE IN Poll END 0