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Home My WebLink About92-2414 BUILDING PERMIT I~ ....~oo. .~ '3, ~t./{P' ~ILDINii) CITY OF ZEPHYRHILLS (813) 788.6611 ,.. ~~:~ d~,~ 1:-~ ~b! ~:t:1~ (l~-;xf;;, a.# $- . LECTRICAL Property Owner: Job Address: Parcell.D. # Zoning: (J - ~ Description of Work Permit 2414{3 G'II-72. N<! Date ~-V Sewer Conn It /<; ~ . , Water Conn: 3,D"~. 5D Water Meter: I-J." ~ 40''DD , ~l T,I.F.'s: I~ {gOt? ,- A: -# ~1l. 'JCl.B~.9tM1~'Allj-..:z NO OCCUPANCY BEF E C.O. r....'.. ~ Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. ~..)CAP)/J6-. . ])Vf!J</t':i/i~'~'" fJ--C;-9~ . :J. <:DN' .>. 1Jr-, , i:!v...:L "J; ~ )r" l../.....~ c.:;..crr{ / . Permit Fee Valuatlpm or ., ,c;>-., . Contract price" ~~ D()tJ Signature Company Address City License Registration # State Certified License# 8:::;z;~~) 9l) 71 Qr-;-. FINALL2- C.O. ~' Telephone# BUILDING /J rt? u"'Liitvp: ELECTRICAL~ ~ If 'Eel! ~4s~.~e. PLUMBING#/~ Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can j,- /1-<1 P ~ Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway ~t!.1I /IlJ.,~. MECHANICA# /~~ Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. b-IQ.6jd .. ~-b~oll~ 1I.W.. .,' C:,- 2~41-S 5cuM. U:>ALL C~f1N:> IJL$O 1ft~~ Pf:>t'l fo~~l~ '.} !._ . ", b,;J9,q~ 5 ~tV~~ b-:o~qa 1 ~tv~~ t"J.,~-q~ ~1U~ 1~ /0 .-0[ ~ ~~'ftz-L-ts~44.,,",J '1'14'~""l- ~~~~~ ;-2q -1L F~e.f-(4)- q'toU fwlr(a-- YADS ~~SiYL I-~i.f -q2..- fcot-ul (2') W~S1S UJi- Cd---0r-<-~ to.J'ti.. 1"~1-'l'"L- ~ ~ JV(f~ ') ~ )l.(fl.-- ~J ~tl'wx1J \ ~ f ~ iJ - Lf Ji7.- 0Lttl?:> fLoo(L- ()Vf4L cJftL(.Vft j tfy-~,-ql., P~~e, ~ ~f "/ii- <g - It{ - 12--. f3 t=-t'\M ~ .:)L-f\ t> (51TH I< ,,_k~ ( f?bCf J 1~Z.D~-ql. Z Lc:>lv~ ~1"r4tlc.J._tI fc..>4v(c:3(t~ t~ ~wQ1.l c~ ~_ .. .fln 'ihVl-W~, l~)~ 1v~ Cq-v",,, .3 - ~ ~ q",<g,q~ ~ Gt,'6 -9 ~ ~\u ~.' ;'I->~~ G~.,~ ~ q, dt.l r~~ G<~ ~J ~ ct-'dS.9cl. ~~ ~"~s-A'LC1~~~ ~WvU q- 2 ~- q 2- . ?t1vLhAL (}Jf\LL Ri-.~(.., '5oVU-..5i))f&,. C{- L q-crL . ~{2.-.h..,L m\:..LH '1:)vd- . 9."2Cj-~L- . (ooftIL Ghll~l wdcL- S-JrpL1 f ~4.(~ to/t, q'"L- ~~ ~ ~ \Ntv. 'o-7-~ LJaIiv~U4-tkif ~ -~" ':i?~ ~...' 11. . p~' .~ ~tlt f3:u (3tM. ~ ~rU 1S:iS " f~ K6'( R>HI \3~ e;:D. . 1$~ ~~ ~b.. ~ ~\V ~W ~ "7 i "!'"~' ~_ i ... "t Btrfr (D~ gJr ~!~13. ~!~. ,fZeH ;? rs. ~ot-- ()tif~ v'A Lc r~ Ii Bt.HlDlr~j& ft VM~li'16 ru ClJ\\N1L rrlfcMAI~(~L ")\'~r:,1Al {' .,,/ l' )" \" \ .... ...... j CD 6 K \ L ~ t t t.h){~ (/-; \J ",:l\ -I frtJfj t...,lrlr r\ BUILUJI'J (.. ~~ ~-'.:D.) " -r' ID:";' 'Di. 313t.!b,,'D I 2,', " ,~" -..)l....J,- ,. . !' II' I./:{)' ". ".., I 5 N\ I i J ". f',. . " J. 101 L ~! f1", ,. v' (; I i( t-- "33 X 2J25b S,..F'! LIYIJff\\~' 5Ti'lit\\kJ/ t g,' X Pf11~11) ~ d- be t.,I\J tJ ~(,.. ;f" Z 4),50 3t2 '" ,'"" {) \~ J "._,." ~." 4/ , . . ,.. c. ~ - 200. DO ';((:j " J'. 00 -..J I ..' . ' /. 2. 39<0 (.1 03 I ' I St11 If ; 1." '"$ /1 z..Cf8 I /, t;J c!JO / f!)() /) , - I 3 (J,rI (}J./. L \ !. \1,\ ~ .:: i' F 1:. t:. r; 5~NL\1 //'19252 1J.)t\\ f- IL 3)Db:L SO 1"1."" 'f:......;, I) r)'1 /./0" .C'.c."I. . "I t' ! ~.~. '-- ([, _. ord: '( 2.iff 1.3 tYOM ik:o"; ktJli. (al.1.I_, , - /5/ '11. [.- ~> 1 (f) d) ~A~.N ~rV; II 'J.;j:'; <., ; I, _ '(I ,''','' Ii'; -< i'" - if '2., <r"."'-" . 4. 112,9~_~ l7S \ fj~..lft.,:J " 'i\l IMp I' n h-::'f .s II Be pS X f ';/5" .~, ! 0 ;~:'), (Z~N~~ l( '1<9 i ) = TO. 00 @ .. -rc-r,~ L T I f ~~._-~- i"/~ ~;S:,~:~-'~-- qq ;10 X == 1/14~Lqz. ---1 %~..J~"_=:.,,_ IllD . b ~ -r:::.., ,-r;. ,:} j / C" / () "- r ~ Of c;? ZJ1. -3-!-. 5K lLLf-lJ tJtJ€,Sl,sb UNI, I ~r.I.r'. _ -- _~II.lo.I",-.."'I.I'.,'. I .GI.:IX..n~ 2'.E'PRYRH~ ~nNNF.GTTnN FF.F.!'> .. t, ' ORD. t'3 9!- RESOLUTION 151 & 329 WATER $1.75/GALLON SEWER $6.39/GALLON RF.~1nF.NTT AT. (RBch y.ot or Unit.) Reaidcnce $ 350.00 $1,278.00 Travel Trailer Park. 131..25 1.79.2S ~ (:OMMF.R (:1 AT. (PF.R FTXT11RF.) I Sinks .. 87..50 319.50 . Water Closet 131.25 479.25 Urinal 0 87.50 319.50 Lavatory i,3.75 159.75 Tub/Shower 87.50 319.50 Washing Machines 350.00 1,278.00 FOOD SERVICE . . Dishwasher . 700.00 2,556.00 Sinks 175.00 639.00 Car Hash (Per Stall) 1,000.00 6,390.00 FIXTURE G.P.D. # WATER SEWER TOTAL PER FIXTURE 0\tJ"'~ 437.50 /517.50 3J2 , ~ 0 tI 717-::50 105. DO 5'D 2. 035 DO ~ 7.5"t> 2 ~75, 6"0 ~ '''3,00 -M~ ~(,s ~ ~(9, 50 ~--o . (f?Zr ';D 1/ ~o2,0D ~ I - ~" WATER r-tETER GRAND TOTAL -4t'1. 0'...... -. 407,eo h t.J 0, 0.3. 1901 Ulmerton Road. Suite 306 Largo, Rorida 34641 (8~3) S8p,..(k77 \TPA) 855-132-j (FAX) 584-5996 RECEIVED WORK ORDER SEP 2 5 1991 N~ 6221 Griffin ~~clion q - G 1951L- JOB EAsT' 4>ASCO MFDI(A\.- ~" . Bill 10 Address Basis City Phone Nature of work State Zip . KEyAlL \</OQK ~f~ aJJ ~E. f:"IRE ALAR.!'" eGIJO\J rr R.E.oIIJG----n~'E.. Sd~O'QT ~U\l...u/N&. Authorized to proceed by: -KEJJ {~\~ CUSTOMER ORDER NO. The followlng materials. equipment and labor have boon used In connection with above order: I I , U " LABOR QUAN. MATERIALS PRICE N AMOUNT I NAME IO.R'; RATE M'O.Mr T 40' 2 ,. pvr <fJ .--0 C ""-~Z ~~ .. \ . \-\A 'Q..Cy' I \3- \3 W _4 2 I. (:vG, rn. )~.v(....<; 01'7.00 I'" a ~~ L. &ci;) \;',JI AI (p~ <.. XtJ t3:J .... I 2. II j)v (' c;no 455. YO C. Ll s< S. AI/y ,\~ ( , l\q 7J:) 7-i)' .tl: J<\ ~~ r , CSS.Q7 M I IZ , ) - . - ( . ,. J ~"i '') , , f./6 10 Ii- ( f"+ L,-l'.t- \' .1 i) ~( / "- hf !..~ \. \) , i dl " j.. J ~ .('" \ " . . -. .-' . \ . II/ ,1M \ ". TOTAL LABOR 7~ ~ -1 (,'J ty' f. . \ , TOOLS ~% II z..q 1\.' - ""- PAYROLL BURDEN y~% \D~ .' /. 'l/il ..... Tolal Malerials Lf~ .;>3 TOTAL MATERIALS Lf4 7f..r; iJ) Sales Tax .if:. % 2 Is .='.> MAJOR EQUIPMENT 30 CD I I TOTAL 4~ 7(... NET COST 4'+, /.~ MAJOF EQUIPMENT OVERHEAD .!.9_ % ~~j 11\.j 77 1/2 \-'\ roC:, -\-t... "'(" t' (;;> L\. 0LJ I lA..A -, SUBTOTAL LfC);). ~ ''';{ v ) , PROFIT I Q % /A Lj-q ;;;;~ - TOTAL .-=<r r\T) TOTAL CHARGES 5!J+ -r5 ~,'~ t /f'~ ~ .: /I ..- . -~ -,~:~;- AP::::~~ ~ ""-'<A;) .--:b oved lor matefials and labor hours 151011: WMe . APG I.: " City of Zephyrhills Receipt N~ 64471 ., 5335 Eighth Street. Zephyrhills, Florida 33540 (813) 788-2313 Date q / ? It 19 q 1 i " Lots Block Footage _ ~mount Due $ 4 1 7 1 . 00 /'Jd( 1-8-9.2. 3":l..9.()o 41-533 -650 5:11.' 1'::=>0'----- Pasco MeRical Center ~ 6h Tl"nn Pipe, valves it fittings a. 5;;"":';'- Rate ,( ) Paving Assessment c XXX) Other East 320'_A" nllC"tilp t ' -~ Name Kenneth Griffin Jr. Street No. PO Box 1521 City, State, Zip Da d e C it y FL ell(e,:, ~~ o <...Ail;} if-:19.:l3 --,.~~ ~ \ \ 34297-1523 ..- -- t NOTICE: All assessments are due and payable within (30) thirty days after date and will bear interest at the rate of 9% per annum thereafter. Please send postage for return receipt. ~ - ,', ~ :- ~.. ", ..... L ~~ " "", ;..~...'-=';:"'~'...~ :...~ ~ .-.:J'.... "''''';''',~..." ..1.:.. ~ ...' .....,:.: -........ . :... ",""';:"":""':"L-":: .....~.. ...... -'. ,;J(( {/J A-. k~ I, ~ ," ? ',.' r.; " "{~- , ,,;c, 4i! ,?1"().00 -0 7 ~ c; ( ~. . '-. (/../..- /..J 1_. ...._.~_w'-,- ---- .' 9'2- crt 2- ~ C'C ': ':.-"-1::') ~.A 1V1AY 1 7992 ~. . Ii. I :. .'.<1 ". .. . l , FLORIDA ENERGY EffiCIENCY COPE FQR ~~JH~~tI~ ~9.t1flRUCTION SECTION e · SIMPLIFIED ANNJAL ~N~Rgy P~WTIjQP! FORM lOQA..i111 B lldl AOMIH\STEf\EO Irf THE OEPART~E'iT QF qQM"'~~'TY A.Ff~l~ A.LL C'IM A,'TC' ZO"'ES :Non-R.akMnt a u nga "'" :' : .. ""'" ., : SKILLED NURSING ONE: 4 7050 GALL BLVD BUILDING CLASSIFICATION 5: ZP-l E: lEPHYRHILL_S, 33541 BUILOING PERMIT NO.: GRIFFIN COI~STRUCTION PERMITTING OFFICE: EAST PASCO MEDICAL C JURISDICTION NO.: 611600 BUILDING INFOR~N WA c:: M Fl DOORS nLASS TYPE I U I AREA TYPE I U ' ARIA ITYPE U I ARiA tyPE I U r-AREJ. TYPE I UI ~f{EA Concrete (CBS) .10 2510 Under Attic ,10 7366 Slab on Grade 0.00 7366Wood 0.00 591. Wall 1.10 6()7 i~aod Fra:ne .00 0 Single Assy. ,00 0 Raised Wood 0.00 l1etal 0.85 42 Dol. Wall 0.00 (I "letal Frame .30 1270 Other .00 ( Raised Conc. 0.00 , lnsul 0.00 , 591 ,roof 0.00 0 Insul. R 6. (l(l 2510 - Insul. R 7.00 7366 Insul. R 0.00 Other 0.00 Obi ,roof 0.00 (I SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSnu HOT WATFJI TYPE FFFICIFNCV TONS TYPE EFFICIENCY ITU/H TYPE Joi tar)' &. Meat Pulnp L'entraf& Heat Pump t.!eclnc < 65,000 Btu/h 0.01) SEER 0 < 65,000 Btu/h 0.00 HSPF (} Resistance 0 ) 65,000 Btu/n 0.00 EER 0.00 IPLV 0 > 65,000 Btu/h 0,00 COP I) Oed. Heat PUIJJ;P Aater Caoled 0.00 fER 0.00 IPLV 0 Water Coaled 0.00 COP , I) Gas 0 Evao. Coaled 0.00 EER 0 Evap. Coaled 0.00 COP , I) lXatural 0 r'TAC 0.01) EER 0 P T liP 0.00 COP I) LPG 0 Chillers 4.60 cop4. 10IPLV 320. Electric strip 3.41 COP I) Oil rgj Jther O. (1(1 COP 0.00 0 Gas/Oil HRU - :..igotlng Kw: 11. 00 )225/300 MBtu/n 0.85 Et 1,200 Other .- . ,.. PRESCRIPTIVE ~EASURES (Must be met or exceeded by all bUildings.) =~ REQUIREMENTS COMPONENTS SECTION CHECK .~' :. , 'NlrodOws 502.4 MaxlInum 01 .37 elm per knear 1001 01 operabll ASh crack. V ../ - Poors 502.4 Maximum 011.25 ctm per lQuarl '001 01 door .,Ia. ~~lISlCraCl<.i 502.4 To be cauliuKl. OaaMted. ..athlratnppld or otl'llrwii41 i41aled. -/ FI'lfl<lal 503.3 Supply air rlltnc\ed to 5411 ooldlhot cHtdt tlmperalurl to rTWHllload 01 worst caSI zone. RlilStanoe rll'llal prOhlblled, NIA YfIIllilalion 503.4 SuPPilld Wllh readilv aa;el$lble lwitch 'or shul-oII andlor volume reduction wl'lIn venlilation ia nol reQUired, 7 ~ill...C ErtlCl.nc;y 503.4 Minimum IlIlalllCMla-Heating: Tables 6-4. 5-5 & 5-S. Cooling: Tablos 5-7A, 5.78. 5.8 & 5-9. j' ~;Vl,;por\ Energy 503.5 Minimum 01 8.0. V -Balanono 503.6 PrOvidl mean. 'or baJancino HIIAC air a\/'llem & w..or distribulion lValem, V HV AC ContrOls 503.7 Separa.. readily Aa:iluibIe manual Of automatic l/lermostatlor lach IVlllm. ./ HVAC Oucta 503.8 ....r duCta, IItIIngl. 1l'lIChanic:al equipment and plenum ctlambIlI lhall be mec/1alllClllly altach<<l. Mal.cl. 503.11 inlulated II'l(l ifl'talIltd in ICOOI'OarlOI yrith l/le COlin. 0' i4lCIiona 503.8, 503.9 and 503.10. / 603.10 Piping 1/lI<.Ili;~on 503.11 In ~ WIth Tabll 5-10. V W illllr Heatlfl ~.2 Automatic I~ 1101'801 Walll "-a"lI ~120 gallons and 011$ & all-hred lIorago water hea..", a; 75.000 8lU1h IhalIIllMI pel1Oo'T1'1atlC::e minlfnulTll In T abll 5-11. Larger alzlld walOr 1'lI1IIo" shall ./ meet minlmulTllln Table 11.1 01 Standard RS.llalter 1/1192. Swimming PoolI 50-4.2 Spaa" hIa1ed pools mull have ooVll",. Noo-<:ommeraal pool5 mull hav41 pump UlTWlr. N'/~ " Spas au spa " pool Ileallra muat havI minimum l/lermal Irtidlncv 01 78%. Hot Waler PIpe 504.4 Piping tlHtloia if jlmi!lld 10 1].5 ~tuII1 klllar 1001 01 pipe lor rearcula\lng IYllllms (... TabIII 5.12). ../ InsulatIon , Watllf fllCtur.. 50-4.5 Watlr flow r.1lriclId 10 maximum 013 gpm at eo p6iO: toilelS maximum 3.5 gallOn IlUlh. / Public lavatory fixture maximum !low 0' .5 gpm or .5 gallon il h.. IIn'cloalng valvl. llghllng 505.1 Minimum Ball..t E/1Jcacy FactOllatl IiIItKl in Table 5.14. -./ IlCTION . COMPLIANCE SECTION 4 COMPUAHCE I ","eby oer1llV Ihe' 1M plana - Ipeal~ ClOVItId by 1M c:alcuIellOn ar. It\ ClllmpIlanc>> BUOQII (Table &-1) 97.00 , Computer program U$od: WllIlN f_ [;-vy Code. Building MBTU/SF: 53.92 Section 5 Budgel: PREPARED BY: DATE: Conditioned sq. II.. Seclion 4 Total: lllll'ltly CIIl1Ity IIl&llhla buIlclIng illll CXJmpIIanoe WIth Itle FIonQa Energy Coo.. 7366 OWNER/AGENT: - DATE: Comphance WIth Section 6 was OIlmonsUltod by I PrescnptlW Meuuros Rev.. 01 plana am 'I>"CiIocallOnS COlI1Qd by ""a caJculaDOl1 indocalea ~ ."" Itle ITlelllOdology 01 by OUiI (AlculallOO: f_ Energy CIne. lIe'Clf. COOIItucllon iii comJllelolcl. .... builcIlng .... 0II1111peQ1d lor ~ ~~.~ ~rrNllk'l$ I=l 809.2 ~ic FNturt$ ~... .oc.x..,sance II1tIl s.a.on 55J.9Oa. F.S 1\\1 Itl nlNf'; nl=rU:l.l1 . til'iliiiiJ*JJi~iiit'i**titiit**'****tti'i.*Ji*i...**..t*.t.ttt'.t'i.tti.i*ittt*ttt*~.t"iittt.i.tii..t**.tti,t,.t,.it...i"" FLORIDA MODEL ENERGY CODE FOR BUILDING CONSTRUCTION 'SECTION 8 - - SIMPLIFIED ANNUAL E~ERGY METHOD THIS FORM SUBMITTED IN LIEU OF FORM 800A - 91 (ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS) '..iii..ttt.ttt.'.'.'JiJJ..,it.,...t*tii..*..,.t.t"....t.i.,t*tit..tttt,.,......i.tii.i..titt.t.....t..,.tiii.'.ii.."ii.iit. t.t'i.tt.*t*itt..t~.t.i*it ii*tiittti"i.*tti......iiii* i,.i..ii.....i.t,*ti.,i...*t .t*...t..t..t....t...........t. ENEF:GY CONSUMING WINTER SPRING AND FALL SUi'U1ER ELEMENTS i"*i..f~.i**~***..**,**~. t.'*.t'i**iii*"i*'~***,'* I~ALLS ..*f.t....t.i"**'.'i....* ROOF Insul.~H.W. CJne. *i.t**'******i**i..*.t,i*. RAISED FLOOR & PHRTITION *itt,*.,_........*.**.*.,. GLASS SOLAR OR i"t.**......*.,...*....t, GLASS CO~DUCTION .i.t...t*.i....,....*...,i OUTSIDE AIR -------------------------- i.***.i*ii***t***...*i*.** PEOPLE HcAT -------------------------- i'.f~.***i*.**.*.,*.t.*'*. LIGHTING hEAT -------------------------- Non-Vented Fixtures *'t***'i~.**.'*lJ'*.i**i*t HVAC MOTOR HEAT -------------------------- ----------------------------- Ue x AREA x MTR = MBTU i.iit*tiii.tf.*.**t..****.t** *t*tt**i_*..*.i'....i.***tt,t Uw x Aw x WWM = 0.10 2510 -15.30 -3840 0.30 1270 -15.30 -5829 ..iit*i,*i*..i*....i***...... Ur x Ar x RWM = ----------------------------- 0.10 7366 -12.40 -9134 *..iiit.i*itt_i..*.***.t**it_ Uf x Af x FWM = ----------------------------- 0.00 7366 -27.30 0 .t***t*ii..**....*it*..*i.... SC x Ag x SWM = ----------------------------- E S '.4 Ue x AREA x NTR = MBTU iti*t...i..**,.***....*.*.*. II.t.*...,..**t..**,........ Uw x Aw x WSFM = 0.10 2510 6.20 1556 0.30 1270 6.20.. -2362 *.***t***.i**'****~,****.**, Ur x Ar x RSFM = 0.10 7366 27.00 19888 ***_**t*.*.*.****.,.****..** Uf x Af x FSFM = V.VV 7366 -1.90 0 i*i..*it*****.,~.*.*****.*,. SC x Ag x SSFM = - Ue :: A~EA i: MTR = tiBTU .....**.*....I...ti...*i..*.... ****.i**i,..****.*****.*..if*.. Uw x Aw x WSM = 0.10 2510 20.80 5221 0.30 1270 20.8(/ 7925 **'.**,*i,..*..*t**.t..***...,i Ur .~ Ar :: .iSM = 0.10 7366 53.40 39334 '1.*..i.t..I.t..*****.*.***.... Uf x At ;: FS,'f = 0.00 7366 10.70 (I .ii**.......*.***..****...*..** SC x Ag x SSM = 0.67 221 47.0 6959 0.67 221 115.0 17028 0.67 221 107.0 15843 0.67 150 93.2 9367 0.67 150 118.0 11859 0.67 150 66.0 6633 0.67 236 47.5 7511 0.67 236 115.0 18184 0.67 ~36 107.0 16919 0.00 0 0.0 0 0.00 0 0.0 0 0.00 (I 0.0 0 0.00 0 0.0 0 0.00 0 0.0 (1 0.00 0 0.0 0 0.00 0 0.0 0 0.00 0 0.0 0 0.00 0 0.0 (I 0.00 0 0.0 0 0.00 0 0.0 0 0.00 0 0.0 0 0.00 0 0.0 0 0.00 0 0.0 0 0.(i1) l) 0.0 0 0.00 0 V.V 0 0.00 I) 0.0 0 0.00 0 0.0 (I *i*t**iii.*.*if*.**..*******. tt.**'.*****'ii'.*'**""J.. .***..**.,t**.**...II.*..*.**.* Ug x Ag v C~iM = Ug x Ag .\ CSFM = Us x Ag i. CSM = ----------------------------- ---------------------------- -------.------------------------ 1.10 607 -30.50 -20365 U.VV 0 -30.50 0 .ift.*li.*..i..ii.****.f.i.*t CFM x VWM = ----------------------------- 1275 %-30.80 -39270 o %-30.80 0 t*i...*i*i*t...**ii***.**ii.. Af x PWM = ----------------------------- 7366 5.20 38303 .*t"..**i.....,...iit..***** WATTS x LWM = ----------------------------- 11000 1.82 20020 ..'*i..i*,ii......i*.,i*.i*** BHP x MWr1 = ----------------------------- 0.0 (; 1.10 607 -2.70 -1803 U.UV 0 -2.70 0 i....i,.,ti..'.i*..i*.,..,t. CFM x VSFM = ---------------------------- 1275 3.10 3953 o 3.10 0 i.*itiii..i,***....t..*i,_.. Af x PSFM = ---------------------------- 7366 8.70 64084 *..i,i*i*t*.***._...*..*ii,. WATTS x LSFM = ---------------------------- 11000 3.04 33440 if.'.**i****"."*"***i*.** BHP x MSFM = ---------------------------- o 0.0 (I 1.10 607 13.40 8947 0.00 0 13.40 v ii.iii..*.,,****.*..,******,*.* CHI :: VSM = --------.----------------------- 1275 80.60 102765 o 80.60 0 *it...*tt"**.i..**....**,i**.* Af x P5M = --------.----------- ------------ 7366 7.00 51562 ii.i,iiit.if..tt.ti*.,*..i,i**. WATTS x LSM = ------------------------------- 11000 2.43 26730 .*t.*i..*..*t.**i**.*f~i**it.t* BHP :: MSI1 = ------------------------------- o 0.0 (} o ". . iJ~'~~'li'ii"~'f"'*Jf*** OThER Jiiiilfi.iii".'f'f.*...i'f.. U x A x WM = "'ff"ilf'i""!'."."ii"i" U x A >: S[1 = 'ii."*i'i'f""l'**fi*****. U x A x SFM = 0.00 ----------------------------- I) f.t"""fi...I,I..I..i"f WINTER SuBTOTAL : ...f..i""""...I.t..... ---------------------------- ------------------------------- o 0.0 o 0.00 I) 0.(' o O,(;I} (, 0.0 .....*..ilillii*I...i.**.i*..... 3721 "'**.."".'."...,'.f.il.f"'. Er.t~:Gi SUMMARY *i*......*..,....,......*li...'...........iii.......iiiiiii.,.ilii*, LIGHTING LRE A WATTS = MBTU R.~W EtlERG'{ --------___________________________ .......*1*.......... STriRT-UF' HEAT il...........i..i!i...i... At :: SUH = /~tt 0.00 v SUB!OTriLS (H or C) HE;;! ! COOL SIS. r:TR : SEriSONAL SUBTOTALS 7.30 HEAT COOL HEAT CGO... COOL 3721 I) 170551 281880 0.28 1).t)V 0.28 0.28 1042 (I ':;775:" 78926 (I 0.(,0 o HEATING : 127723 COOLING u 11000 80300 ....,.f...t~..i........**.....*..i..i..i.*'*.i....i.*.iii~*i,..itii. WATEH HEATING WH or BUHW x Af = MBTU 1277~:::: 6.60 ------------------------------------ 48616 7366 i..i.....i....,*.I*ii."i...i.....*ii**.*i.*"..i.'.*i.iiiif'.i!iiii DEVICE MRE x BnP = MBTU 803(,0 HvliC f10TOF; ------------------------------------------------------- 0.0 0 0.0 0 0.0 0 6.0 133800 0.5 6700 TOTA~ : 140500 i..f..J'i.f'..ifi*.*i.*'..i.f*..~.'fi*.i.....i*Jit**...'Iiiiii"ii'i COOUNG TWR : F"Ul'WS AHuS - V{jV AHUS - CV OTHER RH;IJ 13400.0 22300.0 13400.0 22300.0 ENERGi 13400.0 HH.nUHH'U TOThL hBTU 397138 HHH*hhHiH ...,ti.*.if.i..i.. FLOOR AREA Af 7366 ..ii...il...lii... 48bl b 14050(1 TOTAL METU 397138 'iii"""i""'*'i.* DESIGN ENERGY ".iil**I*."....'.*'.if.........,..,.,. ALLOWAB~E E~ERGY 8uDGET - Table 8-1 97,00 .*.~'...,I.'..*'J..'~.I"".'.";JI"..' 5.3.9'2 ii.I*....I..**i....t( 1901 Ulmerton Road, Suite 306 Largo, Florida 34641 (813) 586-00n (TPA) 855-1321 (FAX) 584-5996 RECEIVED WORK ORDER SEP 2 5 1991 N~ 6221 Griffin ~~clion q - U 1951L- JOB EAsT' l>ASCO M~DI(A\.- ~~ . Bill to Address City Phone Nature of work KcyAtL \</OQK ~~ 00 mE... l="IRE ALAR.J~ eooo~ rr (:tro,,JG-It...\"E.. oS J ~o'Q-r "Bv \ \.. vI JoJ & . Basis State Zip Authorized to proceed by: -KEJJ (~\~ CUSTOMER ORDER NO. The IoIlow1ng materials. equipment and labor have been used in connection with above order: I I I U II . LABOR QUAN. MATERIALS PRICE N AMOUNT I NAME ta.R; RATE NI'OJt(f T <40' 2 I. "PVC <iJ ,-0 C. 32 ~%' ~\. ~'Q..cy I \3- \3 Q) _4 2 " 7:vc- rnJ~^,&S '17 ,00 I" 3 ~y L. Cco'v-.JfN {p~ <.. .~ 19:J .... I 2. . , j)v L ~" 45'S, YO C L\ 5.. c. S .NIY' I\~-- ( \t\Cl ~ 7-0' #: ,<\ ~UIJ (" '.1 65/:t7 M I / Z ) - - J ~.<'" ~ 1,1 n.... I " ,.. .,I ~"'i '\ I /1; 10 I/'" ( 4 V 14.,.. ...l' \) \~ / /v'J I . . ,j . i ,') '-', / fY'tf i,.f \, t} Ii- \. dV1 -11,,<1 ",tf!' \ " \ TOTAL LABOR 1'\-\ TOOLS~% ~ PAYROLlBURDEN~% Z4I QQ. II z..q \ D~ I',I)~ . iJ) ,- Total Materials Sales Tax .12. % TOTAL 4~S TOTAL MATERIALS :J '~?) MAJOR EQUIPMENT y~ ~ NET COST OVERHEAD ~% (/I'l -, SUBTOTAL ....--:x y ') PROFIT JQ% ~ . ?..rV" V') TOTAL CHARGES (;, dff' ,," ,ea ~ ~ : /I .- APG_-"'~I~~~ Canary .. Cus10mer Lf4 7~ 30 CO ~ ,+, -r:z) It'-l 77 L{q~l~ 'fq I;;~ *ro _ ~ :1-~ .. ~~, :L~ , I I 1/2 h ("L_ --\-'1\ r ~ TOTAL MAJOF EQUIPMENT (d L\ . 0L J I \A.A / oved lor malet1aJs and Ia!>or hours fisted: WMe .. APG ZEPHYRHILLS FIRE DEPT Zephyrhills Florida 33540 FIRE CODE INSPECTION Business Name ,.-^ ..-- (-1 rY' /1 - -- ........ " '/ NJ.-- -,/ /'- r__ S /fj (.../ , I Classification ':';;"5 ,)(--Lp~ ( Address '70s-e S~C !.3{e-J) Owner/Manager , ,/ ...----i...- ~c;/1.--'~, ,2 . -r---_~ ,"- Business Phone 1 88 - c.: 4' r Emergency Contact PhonH __ Occupancy Load TYPE OF INSPECTION CONDUCTED o QUARTERLY ~ FINAL 0 ANNUAL 0 BI-ANNUAL ORE-INSPECTION 0 OTHER o APPROVED 0 NOT APPROVED o COMMERCIAL CHECK Listed below are items which must be complied with before this occupancy can be approved by the Fire Department. o CODe VIOLATIONS This inspection report specifies code violation(s) which if not corrected could cause a fire, contribute to the spread of fire, or prevent safe egress during a fire. Your immediate attention to the correction of these violations shall be required, as failure to do so is a violation of the city of Zephyrhills Fire Prevention Code. .J--/KS , -- / f-I 1U4L.. ( - / (-'. / -,/ J~1/s,oe e-.-rcC' [1-, - .) fi I/&/Z'c-L 5'-r6.-..-.<;. 11 A'f :;;1 fL~~,(...~~ _:. ~ A_____ I '~'7(1/€ r- ,/ :-, '~.-r~~ C ~-~~ .' / ::.v-t'~ {j /';, ~ ,..------ ........ r- 5-:~.~ ~ :: C/"'-'C ~'--, -7 / >... 'J Lc.- L ~. ~~~, ....--. 0.. --' I ,h-.. ) () ;<.~ & "- C> , , /"" ' --' --J .., ,---'... '-r.> Owner/Manager Signature , Inspect. Ti~e / -3 ~. /' Fii 9-e~::;!D ~~s- I I/~ Inspe~tors;tme ,/~~~0~/ ( " ~ ~ u,~ G', _~ Title - /: , J This building has been checked by the Zephyrhills' Fire Dept. under the codes & regulations of the NFPA minimum standards. the State Fire Marshall's Uniform Fire Safety rules and other local fire safety codes. Re-Inspect. Date Inspect. Date /2. - 8 - 7' z..... APPLICATIOWl FOR PHRKIT CITY OF ZEPJIYRIITLLS BUII.DlliG DEPARnIE'JiJ'T OWNER'S RAKE East Pasco Medical Center PHONE OWNER'S ADDRESS 7050 Gall Boulevard, Zephyrhills, Florida 33540 (813) 788-0411 JOB ADDRESS 7050 Gall Boulevard, Zephyrhills, Florida 33540 LEGAL DESCRIPTION: UJI'(S) See attached BLOCK SUBDIVISION PARCEL I. D.' RORK PROPOSED:_Nev Construction --2LAddition _Alteration _Rep."lir _Install _Sign _lIfove _Deaolish PROPOSED USE: Single Faaily _KIF _' o:f UTnits _K/H _ec:-ercial _Indust. _Swill. Pool Other _Restaurant &: Bea11:h Depart:.ent Approval BUILDING SIZE: x Square Feet. Height ; RESIDENTIAL : COHKERCIAL : ATTACH (2) PUJI' PI..ARS &: (2) SEI'S OF BUILDING PLOJS &: (1) SEI'RNERGY FORKS.** ATTACH (3) SEI'S OF BUD.DDiG PLUlS &: (1) SET EL'mRGY FORMS. ** **COPV OF CONTRAct 1UlQ1JIIRED. PEmtIlS REOUESTED _BUILDING $ Valuation o:f Tot:a1 Construction _ELECTRICAL AIIP Service Florida Power Corp. W.R.E.C. _KECllAlUCAL $ Valuatiou of Mechanical. Installation _PLUH.BING GAS KOOFDfG SPECIALTY TYPE OF CONSTRUCTIOIiI: _Block _Fr;me _St~el Other FTIiISBED FLOOR ELEVATIONS: PI' . IS PROJEct IN FLOOD zmm AREA? YES NO ***********************~****************** corn'RACTOR SECTION BUILDER CO!IPMaY State Cert:. or Regist:. 4# City License Registration #/: CJ() ************************************** Signature ELECTRICIAN CO!IPMY State Cert:. or Regist:. 4F City License Registration I ****************************************** Si!!D.3ture PLUKBER CO!IPMY L / State Cert:. or Regist:. 4F Signarore f/-~7' L. rJ-~ City License Registration , ~~ ~~t ~~~~~~~~..........~~~~~~~~.~~~.~...~~~.~.. KEC'HABICAL amPMW ( State Cert:. or Regist:. , Signature ~ I City License Registration I Y '. Ii i 1 ******************"'*********************** 1j...rC. '-L)- --t.--LJ Ii- OIBER COlfPMY State Cert:. or Regist:. #/: Signature City License Registration I **********************~******************* /tjT /:J~ APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlitlay be subject to "deed restrictions" which lay be lore restrictive than City regulations. The undersigned assules responsibility for co.pliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or co~tractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contrador is 60t licensed as required by law, both the 'owner and contractor lay be cited for a lisdeteanor violation under state law. If the owner or intended contractor,dre uncertain as to what licensing requirelents tay apply for the intended work, they are advised to contact the City of Zephyrhills Building Depart_ent, (8131 788-bbll. Furtherlore, if the owner has hired a contractor Dr contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEE.~. D. CONSTRUCTION LIEN LA~ (CHAPTER 713, FLORIDA STATUTES~ AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOleowner's Protection 6uide" prepared by the Florida Departlent of Agriculture and Consuler Affairs. If the applicant is SOleone other than the "owner", I certify that I have obtained a copy of the above described doculent and promise in good faith to deliver it to the "owner" prior to cOllencelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulatir.~ construction, zoning, and land developlent. Application is hereby lade to obtain a pertit to do work and installation as indicated. I certify that no work or installation has cotlenced prior to issuance of a pertit and that all work will be performed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governlental agencies tay apply to the intended work, and that it is ty responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: f Departtent of Environlental ReQulation - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment f Southwest Florida Water HanaQelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses f ArlY Corps of EnQineers - Seawalls, Docks, Navigable Waterways I Departlent of Health L Rehabilitative Services, Environlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks f US Environlental Protection AQency - Asbestos abatelent I also certify that, if fill taterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "colpensating volute" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to pertit issuance. A pertit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a pertit prevent the Building Official frol thereafter requiring a correction of errors in plans, construction, or violations of any code; Every pertit issued shall becole invalid unless the work authorized by such pertit is cOllenced within six lonths of issuance, or if work authorized by the pertit is suspended or abandoned for a period of six lonths after the tile the work is coaienced. One 90 day extension of tile, lay be allowed for the pertit Hith fee charge of '15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six tonth period, or the project Hill be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCEHENT HAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". t;~~ l SI6NATURE: OWNER OR A N f ~ SI6NATURE: CONTRACTOR ~~ STATE OF FLORl~ COUNTY OF \ ;;J;;;tA2A~'O The foregDing instrument was acknDwledged before me /~iS(rvUL- 10 19 '7 z. by ~ If 'J c~::'~ ~tiiJ~f1~_~~yr . ~~~ p.F 0 a uc:-ed as identification and who did/did not, take; .~th '-, l/T--t;-; '--:?7ll0_A_-{',-~ ~~'z.-~1::-- . (Signature) STA,TE OF FLORIDA,/') COUNTY OF L~-O The foregoin~~~:ru~ent was acknowledged befol-e me th i.~IA/~Ol./.-(:v , 19 12--by , / 10; ~ ,..-." c~.'..Q..-'JA..,;' . 1"-',' A _ wh~personally know te' me ~ ~~nr:. has -produced as identification and who ~did not take a~ / "'-~0r{ czuL.- ~~~ . ' (Slgnature) (Name Typed, Printed Dr stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ~ MARTHA STERNER No, tary Public. Slale 01 Florida My comm. ..pires August 25, 1995 , ~0.CC1~2 Bonded Thru Notary Public UndelWfiters ~ MARTHA STERNER Notary Public, State of Florida My comm. expir81 August 25. 1995 . NO. CC1~2 Bonded Thru No Public UndelWfiters .' . BUlL ING PERMIT -- Permit 2414{3 ~'1/-72 Property Owner: Job Address: CITY OF ZEPH"'{RHILLS (813) 788-6611 ,.. ~~:~ ~;:~ NC! !)~ ....1)00. . .~ 'J., ~4{P I C;C;LDI~ Date so Sewer Conn I/. n ;I.' . ~() Water Conn: ~,D~~. Water Meter: I-J." ~ 40''DD , ~\ T.I.F.'s: /~ IROf?' ,- .~ Complete Plans, Specifications and F e Must Accompany Application. C.O. All work shall be performed in accord nce with City Codes and Ordinances. Inspector Valuation or Contract Price P~'m;t Fee -1 Signature ~ Company Address Telephone# ~.~ot~ 4= tL~ f1r 1- BUILDING PLUMBING~ .,I..k. MECHANICAL#" Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pol Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final .. Driveway REINSPECTION FEES: When extra ins ection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ( 15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made hen inspection called. d. Work not ready for insp.ection en called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. .....~-... 'J4,..,-c~!>e':l~::!.~t~~:..",l'j aw ()~<'[.!.MO.'-1~{ ).. I Ilo>U.;Js_tad-2iS;'Lj...,--" The payment of inspection fees shall e made before any further permits will be issued to the person owning same. (:..-f::::.... 'PtIIL!," ' '-' ~ STATE OF FLORI ~ DEPARTMEN OFFICE OF REGU A OF HEALTH AND REHABIUTATIVE SERVICES TION AND HEALTH FACILITIES 904/487-0713 June 12, 1992 Mr. Donald R. Edge The Edge Group, P.A. 444 Bunker Road West Palm Beach, Flo 33405-3694 Re: East Pasco edical Center Proposed 11 Bed Addition to Skilled Nursing unit Log No. H- 25-J / CON No. 6518 The revised cons ruction documents and, response dated April 2, 1992, rec ived on April 9, 1992, for the project referenced above hav been reviewed and are approved subject to the enclosed commen Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar d ys. Please revise the contract documents to conform with requi ements of the comments and resubmit the revised documents a soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of our revisions. since all review time is charged against you client I s plan review fee , conformity with the following proce ures will facilitate our review and reduce the amount of ultima e review fee. Dear Mr. Edge: 1. a. b. c. d. 2 . Becau publi by ea a transmittal letter listing: e original review comment number; ptional) Repeat the original comment; word description of the revision; and e sheet or specifications page number(s) ere correction(s) may be found. e your resubmission constitutes a record document, proper signing, sealing and dating h design professional is required. 2727 M HAN DRIVE . TALLAHASSEE, FLORIDA 32308 , ,,\o\'''T()'' rl III r-:c r:(), '171)",'''0 Mr. Donald R. Edge The Edge Group, F.A. June 12, 1992 Page Two Re: East Pasco M dical Center Proposed 11- ed Addition to Skilled Nursing unit Log No. H-4 5-J / CON No. 6518 You are advised that not alter or amend need (or exemption advised that approval amend the requireme stipulations of your approval of the construction documents does e requirements for a valid certificate of erefrom) for this proj ect.. You are also of construction documents does not alter or ts for conformance with the particular ertificate of need. Thank you Richard C. Rosenvold Director Office of Plans and onstruction RCR/Dsl Copy to: Zephryhill Building Department Botkin & Robert A. East Pasco Center Peninsula ngineering, Inc. EAST PASCO MEDICAL CE ER 11-BED ADDITION TO SKI LED NURSING UNIT LOG NO. H-425-J j C N NO. 6518 JUNE 12, 1992 ARCHITECTURAL Approved without comm nt. DHPjsl MECHANICAL Approved without comm nt. JPMjsl FIRE PROTECTION B. Remot area is shown as more than 1,600 square feet. Show 1,500 square foot area. ction document review letter was dated esponse dated April 2, 1Q92 to the original requirements of this office with the The original constr March 20, 1992. The review satisfies t following exception( FP-1 Revise data: calculations to include the following A. er sprinkler is SxL, where S=14 feet and L= t or 168 square feet. L of most demand is not in the designated area. mote area is defined as a rectangular area e walls), which is the hydraulically most ing area. C. For 1 8 square foot single head coverage, 16.8 gpm at 9 psi is required. Ten heads will cover the area. D. FP-1 (A). Locat area. the most demanding hydraulically remote Page 1 of 2 EAST PASCO MEDICAL CEN 11-BED ADDITION TO SKI LOG NO. H-425-J f C JUNE 12, 1992 ER LED NURSING UNIT NO. 6518 the drawing remote area which are not nor a long the Nodes shown on within the designated supply piping. E. Flow d ta curve does not show pump curve or scales used i plotting area. F. Revise the remote area to a rectangle with long dimens on parallel to the branch piping. The long dimens on is 1,500 divided by 1.2, minimum, length. FP-3 Show all h draulic reference points in this calculation set back t the source. The source is the city main. PA-13 standard does not recognize room ration as a factor in defining the remote FP-2 Locate Hydr ulic Reference Point BL. "BL" is reference in the calculations as a hydraulic The calcul tions do not include all fitting equivalent lengths. he drawings do not show referenced hydraulic reference points. Provide integrated and complete design dat . JPMfsl ELECTRICAL Approved without com ent. . MFC: TMfsl Page 2 of 2 001 - .... * : 92 08/0'( 15: 57 4079654388 BOTKIN & ii12AUll FAX NO. 4079654308 ~ 01 AlXJ- 4-92 ruE 9:22 b.r , . BClTKIN & RHEAULT, INC. \ ' '~':.I_: L 'I ~,I ] E. r . _ 1'.:= f- q s ROBERr 0. .:maN, '.B. ,.,.,..,. talAN C. aHEAULT. ,.2. .... ,.,.,." ',\ AUpSt 4, 1992 f..d8e (jroup ~'\' 444 ... Road s.Ite 201 West ,'11m Belch, FL , ATTBNTlON: RP.OA1~DINO~ ; . PRWECT NO.: Dear led: 1be 2(:;) ~Iuma shown the MuIyn shop drawIftgs sheet D2 for tho Bat Puco Medk:al Cent<< may be welded to Del beam \JPOfii whk:1a it sits. The welds Uould be IlIeIIt 1/. flCh fiU:t 011 at Ieut 2 MedkaJ c.ter N1OD& Uait If you l~av. any questions aeed futtber baformation, please call our office. ~fuIIy, ~ J I ~ ! ., . .", ;.,. '.'It, .- ":~"'.'-:6~~ " .'~ II.",'}.,,;, . ,....~~~ ':r;'r?" '\ Ii . . ...~. ,f . t ~ ~;,., ~. · P,B. " Q:~... j ~~. '.... \ . ,~ n, "t.. ~lt ~"', I ~~ll .* ~ ,.l,. ',.1" \vq Con&1Ivcdon \{(~~.~~t~[~. '. .' I, I, ~ .: ." II,: '$. , I" -._4 ... _..A Posl-It'" brend fax transmittal moma7671 'of..... t Z. Gl.e/tJ1J 0 DIfL Let] hlr-h~l CQ ll., .~., r#!<- '~~\ - .. .,. rII" ~ .' . -'~ IOl _.. ~,..;\ Dl, M-' "...-' ~ ~ ',if . 7 ;:,'. "'....~ .....!:!!.~!p STATE OF FLORID AGENCY FO HEALTH CARE ADMINISTRATION OFFICE OF PLANS AND CONSTRUCTION 904/487-0713 November 20, 1992 Mr. Donald R. Edge The Edge Group, P.A. 444 Bunker Road West Palm Beach, FL 33405-3694 Re: East Pasco M dical Center Proposed 11- ed Addition to Skilled Nursing Unit Log No. H-42 -J / CON No. 6518 Dear Mr. Edge: Addendum 11 and your esponse dated October 12, 1992, received on October 19, 1992, f r the project referenced above have been reviewed and are appr ved without comment. You are advised that not alter or amend need (or exemption advised that approval amend requirements stipulations of your approval of the construction documents does e requirements for a valid certificate of erefrom) for this proj ect. You also are- of construction documents does not alter or for conformance with the particular ertificate of need. Thank you for \ R. Gregory Architect supervisor Office of Plans and onstruction JRG/Dsls Copy to: zephyrhill Building Department Botkin & Center Robert A. East Pasco Peninsula ngineering, Inc. Inc. 2727 M; IL\.'" DHlVE . T ALLAIIASSEE, FLOHID.-\. 3230R " ~" "'~'[~"" ~ -, ~. .' :-'61 ~ ,flit' ..-" , ,'>;rriJ \:'i. f1 ~,,':- ~"\, .....fJ:~oo "'l. 1"'-- ................... /(ej)/) 'Jl.i1L0Ci. ') STATE OF FLO IDA AGENCY F R HEALTH CARE ADMINISTRATION OFFICE OF PLA S AND CONSTRUCTION 904/487-0713 December 21, 1992 Mr. Donald R. Edge The Edge Group, P.A. 444 Bunker Road West Palm Beach, Flo ida 33405-3694 Re: East Pasco edical Center Nuclear Med cine Log No. H- 25-0 / CON No.. Non-reviewable Dear Mr. Edge: with the exception the enclosed comments, the revised construction documen wi th life safety plans, Addendum 1 and response dated Octo 1992, received October 30, 1992 for the project referenc d above are approved for a local building permit application. Your response-to these comments in the form of an addendum, cha ge order or revised contract documents as appropriate is requi ed within 30 calendar days. Please revise the contract docum ts to conform with requirements of the comments and resubmi the revised documents as soon as possible. Upon receipt of the documents, another review will be made to ascertain the appro riateness of your revisions. Since all review time is char ed against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce th amount of the ultimate review fee. 1. a. b. c. d. 2 . a transmittal letter listing: e original review comment number; tional) Repeat the original comment; ord description of the revision; and sheet or specifications page number(s) re correction(s) may be found. your submission constitutes a record public , proper signing, sealing and dating by ign professional is required. 2727 MAH N DHIVE . TALL'\H.'\SSEE. f'LORIDA 32308 I.:\\\'T()~' CI-III.FS. (;C)\'I:H",'(l!{ Mr. Donald R. Edge The Edge Group, P.A. December 21, 1992 Page Two Re: East Pasco edical Center Nuclear Med'cine Log No. H- 25-0 / CON No. Non-reviewable Please have the req Standard Provisos. provisos, along wit Health Facility Data ired signatories read and sign the enclosed Return one completed and signed copy of the the information requested on the enclosed Form to this office within ten days. You are advised tha not alter or amend need (or exemption advised that approva amend the requirem stipulations of your approval of the construction documents does he requirements for a valid certificate of herefrom) for this proj ect. You are also of construction documents does not alter or nts for conformance with the particular certificate of need. Thank you operation. Plans and onstruction RCR/Dsl Enclosures Copy to: Zephyrhills Building Department Robert A. D dd East Pasco edical Center Peninsula E gineering, Inc. Botkin & Rh ault, Inc. EAST PASCO MEDICINE ENTER NUCLEAR MEDICINE LOG NO. H-425-0 / C N NO. NON-REVIEWABLE DECEMBER 21, 1992 ARCHITECTURAL The original const uction document review letter was dated November 2, 1992. he response dated October 26, 1992- to the original review sat' sfies the requirements of this office with the following except on(s). Sheet A4.1: A-2 Duct shaft cannot run in stair B. shaft out f stair. Relocate duct and Horizontal portion of duct shaft must be of constructi n tested for horizontal application. Test lab. design number noted is for vertical application only. Pro ide test lab design number for horizontal applicatio also. Provide detail of intersection of horizontal and vertical. Coordinate Sheet A4-1 plan with Sheet MP~l plan of shaft enclosure. DHP/sl MECHANICAL No comments. FIRE PROTECTION No comments. ELECTRICAL Approved without comm nt. MFC:TLM/sl Page 1 of 1 lQphCt'--/I~\-l~, STATE OF FLOR DA AGENCY F R HEALTH CARE ADMINISTRATION OFFICE OF PLAN AND CONSTRUCTION 904/487-0713 December 21, 1992 Mr. Donald R. Edge The Edge Group, P.A. 444 Bunker Road West Palm Beach, Flor'da 33405-3694 Re: East Pasco M dical Center Proposed 11- ed Addition to Skilled Nursing unit Log No. H-4 5-J / CON No. 6518 Dear Mr. Edge: The revised ction documents with life safety plan, Addendum 7 and hydraulic calculations, received on April 28, 1992, fo the project reterenced above have been reviewed and are appr ved subject to the enclosed comments. Your response to these c mments in the form of addenda or change orders as appropria e is required within 30 calendar days. Please revise the co ract documents to conform with requirements of the comments and resubmit the revised documents as soon as possible. Upon rece'pt of the documents, another review will be made to ascertain th appropriateness of your revisions. Since all review time is c rged against your client's plan review fee, conformity with the following procedures will facilitate our review and reduce th amount of ultimate review fee. a. b. c. d. e original review comment number; tional) Repeat the original comment; ord description of the revision; and e sheet or specifications page number(s) ere correction(s) may be found. 1. provid a transmittal-letter listing: 2 . Becaus public by eac your resubmission constitutes a record ocument, proper signing, sealing and dating design professional is required. :!727 M:\.I-I N DHJ\'E . TAl.LAHASSEE. r-1.()1~lnA 3230R Mr. Donald R. Edge The Edge Group, P.A. December 21, 1992 Page Two Re: East Pasco edical Center Proposed 11 Bed Addition to Skilled Nursing unit Log No. H- 25-J / CON No. 6518 You are advised that not alter or amend need (or exemption advised that approva amend the requirem stipulations of your approval of the construction documents does he requirements for a valid certificate of herefrom) for this project. You are also of construction documents does not alter or nts for conformance with the particular certificate of need. Thank you for your c operation. sincereFfL Jt/j.C. Rosenvold Director Office of Plans and onstruction RCR/Dsl Copy to: Zephrhills uilding Department Robert A. East Pasco Peninsula Botkin & R dd edical Center gineering, Inc. ault, Inc. EAST PASCO MEDICAL C II-BED ADDITION TO S LOG NO. H-425-J / CO DECEMBER 21, 1992 ARCHITECTURAL These comments are document submission A-18 Sheet Al-3: A-19 A-20 A-21 A-22 A-23 A-24 DHP/sI MECHANICAL AC-1 NTER ILLED NURSING UNIT NO. 6518 from the previous f April 28, 1992. revised construction Provide a ire extinguisher for Compartment 1C-3. Corridor Coordinate directiona at northeast exit lighting arrows. of clean electrical. linen. Show corner with Label stor ge room adjacent to stair at east side of stores. Sheet A1- Indicate rated walls Indicate xit capacity in inches Indicate e it ,sign at stair exit. Sheet A3-1: Sheet A4-1: temperatur Sheet A4-5 at at stair. exit. new stair Cloud revision and note revision number. At Stair Door S-1/2 provide a 450 degree rise door. Stair Details: A. Revise railing height from 34 inches to 38 inches per N A-101. B. e height of guard rail at top landing. D. C. railing extension at landings. Rebalance provide ai required in pressure-wi railings that a provide intermediate 4-inch sphere will not rails pass ondi tioned air distribution Chapter 59A-3. e, not negative. distribution and exhaust to and pressure relationships Note corridors are neutral Page 1 of 3 EAST PASCO MEDICAL C II-BED ADDITION TO S LOG NO. H-425-J / CO DECEMBER 21, 1992 AC-2 JPM/sI NTER ILLED NURSING UNIT NO. 6518 Rebalance he conditioned air distribution and exhaust to provide a minimum of 75 cfm in all toilet rooms. FP-1 FIRE PROTECTION FP-2 FP-3 Revise rem te area shown on revised Sheet FP-1 addendum Revision 1 to agree with NFPA-13 standard requiring a rectangula format. Ignore walls. Provide re minimum pr 174 square on FP-1 re ised hydraulic calculations to increase the ssure from 7 psi to 9.65 psi to cover the feet area shown in the sprinkler head layout ision. Revise not to existi Deletion 0 lieu of a the closet standard. in field of Sheet FP-1, Room 135A to refer g paragraph in NFPA-13 (1989) version. a significant area, 46.67 square feet in insignificant area of 5.67 square feet in of Room 118 seems to be contrary to the New Comments: FP-4 FP-5 FP-6 FP-7 FP-8 Revise all calculations flow sheets to include the fire pump curve. Revise the standpipe riser on Sheet FP-2 to show required s rinkler heads in the stairwell, or show how the stairw 11 is sprinklered from the adj acent area sprinkler stem. Coordinate the node nomenclature designating the backflow p eventer shown on FP-2 and described in the hydraulic c lculations. It is sugg sted the standpipe in Stair S-1 be extended out onto t e roof to a siamese fitting to provide fire protection n the roof of the building. It is sugge location. hydraulic calculation or new. ted the designer identify the new standpipe I.E. "Stair S-1" in the title of the calculations to differentiate these from any other standpipe calculations old Page 2 of 3 EAST PASCO MEDICAL CE TER 11-BED ADDITION TO SK LLED NURSING UNIT LOG NO. H-425-J j CON NO. 6518 DECEMBER 21, 1992 FP-9 Provide sp inkler layout in stores area on Sheet FP-3, showing ho Stairs-1 is sprinklered. FP-10 Revise rem layout area to gree with the rectangular format. shown in NFPA-13 the loading dock (1989) standard FP-11 It is reco mended the anti-freeze system be limited to the 40 gall n capacity detailed in NFPA-13 (1989). The enclosed r ms in the dock area can be sprinklered with a conventio al wet pipe system. FP-12 Revise the loading dock remote area calculations to provide a inimum of 26 psi water pressure to cover an area of 143 square feet with 0.20 gallons per minute. FP-13 Provide a detail of the required anti-freeze piping system mixi g arrangement. JPMjsl ELECTRICAL New Comments: E-6 Sheet E-2: A. The s bmitted narrative indicates no changes to Sheet E-2. However, Sheet E-2 indicates several No. 7 hanges. Review and advise. B. Revie the receptacle in Room 103. Remove from the l'fe safety branch if not in compliance with NFPA-7 Chapter 517-32. MFC:TMjsl Page 3 of 3 .. CC'fJ!? I ~Jt',c0C~~ 1(1) Ii,., 't'"E~ ~."_ ,..~:,,:' o~ :! .~...~ "fJit., ''I.?: . 7' ~-1: ~ ;'..:*J'" ....~.?~~~~... STATE OF FLORI A AGENCY FO HEALTH CARE ADMINISTRATION OFFICE OF PLAN AND CONSTRUCTION 904/487-0713 November 24, 1992 Mr. Donald R. Edge The Edge Group, P.A. 444 Bunker Road West Palm Beach, Flor da 33405-3694 Re: East Pasco M dical Center Proposed 11- ed Addition to Skilled Nursing unit Log No. H-4 5-J / CON No. Exempt The revised constru idn documents with life safety plans and Addendum 10, receiv d on September 25, 1992, for the project referenced above hav been reviewed and are approved subject to the enclosed comment. Your response to these comments in the form of addenda or change orders as appropriate is required within 30 calendar d ys. Please revise the contract documents to conform with requi ments of the comments and resubmit -the revised documents a soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of our revisions. Since all review time is charged against you client's plan review fee, conformity with the following proce ures will facilitate our review and reduce the amount of ultima e review fee. Dear Mr. Edge: 1.provid a transmittal letter listing: d. e original review comment number; ptional) Repeat the original comment; word description of the revision; and e sheet or specifications page number(s) ere correction(s) may be found. a. b. c. 2 . your resubmission constitutes a record document, proper signing, sealing and dating design professional is required. 2727 M. H:\N DRIVE. TALLAHASSEE. f'LORIDA 32308 , " . "0 -, ,.... f' I '" ! - ._: (.",.,.,.. ... . ( ~ 1 . Mr. Donald R. Edge The Edge Group, P.A. November 24, 1992 Page Two Re: East Pasco M dical Center Proposed 11- ed Addition to Skilled Nursing unit Log No. H-4 5-J / CON No. Exempt You are advised that not alter or amend t need (or exemption t advised that approval amend the requireme stipulations of your pproval of the construction documents does e requirements for a valid certificate of erefrom) for this proj ect. You are also of construction documents does not alter~or~ ts for conformance with the particular ertificate of need. Thank you for your co peration. Sincerely, Plans and C nstruction RCR/Dsl Copy to: Zephyrhills Building Department Robert A. East Pasco odd edical Center Botkin & ngineering, Inc. Peninsula Inc. EAST PASCO MEDICAL CE TER 11-BED ADDITION TO SK LLED NURSING UNIT LOG NO. H-425-J j CO NO. 6518 NOVEMBER 24, 1992 ARCHITECTURAL A-25 New Comment: Sheet Al-4: Indicate rated wall at southwest stair. DHPjsl MECHANICAL AC-1 AC-2 P-1 JPMjsl distribution and exhaust to and pressure relationships. Note corridors are neutral Rebalance ondi tioned air provide ai distribution Required i Chapter 59A-3. pressure-w'se,not negative. Rebalance he conditioned air distribution and exhaust to provide a minimum of 75 cfm in all toilet rooms. Provide an indirect waste under the hydrotub and either a standard trap with a trap primer, or a deep seal trap. FIRE PROTECTION New Comments: FP-1 FP-2 FP-3 JPMjsl Revise rem te area shown on revised Sheet FP-1 addendum Revision 1 to agree with NFPA-13 standard requiring a rectangula format. Ignore walls. prov'ide re minimum pr 174 square on FP-1 re ised hydraulic calculations to increase the ssure from 7 psi to 9.65 psi to cover the feet area shown in the sprinkler head layout ision. Revise not to existi Deletion 0 lieu of an the closet standard. in field of Sheet FP-1, Room 135A to refer g paragraph in NFPA-13 (1989) version. a significant area, 46.67 square feet in insignif icant area of 5.67 square feet in of Room 118, seems to be contrary to the Page..1 Qi. 2 EAST PASCO MEDICAL CEN ER II-BED ADDITION TO SKI LED NURSING UNIT LOG NO. H-425-J / CON NO. 6518 NOVEMBER 24, 1992 ELECTRICAL Approved without comm t. MFC:TLM/sl Page 2 of 2 3 STATE OF FLORID AGENCY FO HEALTH CARE ADMINISTRATION 904/487-0713 OFFICE OF PLAN AND CONSTRUCTION August 18, 1992 Mr. Donald R. Edge The Edge Group, P.A. 444 Bunker Road West Palm Beach, Flor'da 33405-3694 Re: East Pasco dicalCenter Proposed 11-ed Addition to skilled Nursing Unit Log No. H-425-J / CON No. 6518 Dear Mr. Edge: The Addendum 8, r June 19, 1992, for the project referenced above hav been reviewed and are approved subject to the enclosed comment. Your response to these comments in the form of addenda or change orders as, appropria'te is required within 30 calendar d ys. Please revise the contract documents to conform with requi ments of ~he comments and resubmit the revised documents a soon as possible. Upon receipt of the documents, another review will be made to ascertain the appropriateness of our revisions. Since all review time is charged against you client's plan review fee, conformity with the following proce ures will facilitate our 'review and reduce the amount of ultima e review fee. 1. provid a transmittal letter listing: a. e original review comment number; b. ptional) ~epeat the original comment; c. word descrip~ion of the revision; and d. e sheet or specifications page number(s) ere correction(s) may be found. 2. Becaus your resubmission constitutes a record public document, proper signing, sealing and dating by eac design professional is required. LAWfON CHILES. GOVERNOR 2727 AHAN DRIVE, TALLAHASSEE, FLORIDA 3~308 Mr. Donald R. Edge The Edge Group, P.A. August 18, 1992 Page Two Re: East Pasco edical Center Proposed 11 Bed Addition to Skilled Nursing unit Log No. H-4 5-J / CON No. 6518 You are advised that not alter or amend need (or exemption advised that approva amend the requirem stipulations of your approval of the construction documents does . he requirements for a valid certificate of herefrom) for this project. You are also of construction documents does not alter or nts for conformance with the particular certificate of need. Thank you for your c operation. sincerely, onstruction JRG/Dsl Copy to: Building Department Center Peninsula ngineering, Inc. Botkin & Inc. EAST PASCO MEDICAL CE TER 11-BED ADDITION TO SK LLED NURSING UNIT LOG NO. H-425-J / CO NO. 6518 AUGUST 18, 1992 ARCHITECTURAL Approved without comm nt. DHP/sl MECHANICAL New Comment: AC-10 Provide con inuously running air handling unit fans to maintain ruired ventilation in this facility. See section 15950 - Automatic Temperature Control Systems Paragraph 2 13 G. 1.E. JPM/sl FIRE PROTECTION No comments. ELECTRICAL No comments. Page 1 of 1 Z PHYRHILLS, FLORIDA HYDRAULIC CALCULATIONS FOR E NEW STANDPIPE PASCO MEDICAL MEDICAL CENTER DATE: REVISED MARCH 30, 1992 DESIGN DATA: OCCUPAN Y CLASSIFICATION: STANDPIPE F .1'1. DENSITY 500 GPM @ 65 PSI AREA OF APPLICATION TOP OF STANDPIPE MAXIMUM COVERAGE PER SPRINKLER N/A ACTUAL COVERAGE PER SPRINKLER N/A NUMBER F SPRINKLERS CALCULATED N/A TOTAL W TER REQUIRED AT SOURCE 500.0 GPM @ 20.0 NAME OF ENGINEER 0 RECORD: PENINSULA ENGINEERING GROUP, INC. 644 CHERRY STREET WINTER PARK, FLORIDA 32789 NAME OF DESIGNER HARVEY WILCOX AUTHORITY HAVING J RISDICTION H.R.S. OF FLORIDA & FACTORY MUTUAL H DRAULIC PLACARD INFORMATION LOCATION 2ND FLOOR NO. OF SPRINK ERS N/A BASIS OF DESI DE 500.0 GPM @ 65.0 PSI DE IGNED AREA OF DEMAND: TOP OF STANDPIPE SYSTEM DEMAND GP DISCHARGE AT CONN TO FEED: 500.0 GPM PSI REQUIRED AT CONN TO FEED: 76.9 PSI SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 1 PMCSTDPI Date: 03/31/92 JOB TITLE: PASCO MEDICA CENTER NEW STANDPIPE WATER SUPPLY DATA SOURCE STATIC '10. FLOW AVAIL. TOTAL REQ'D NODE PRESS. SS. @ PRESS. @ DEMAND PRESS. TAG ( PS I ) I ) ( GPM ) ( PS I ) ( GPM ) ( PS I ) CITY 50.0 1095.0 49.5 500.0 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT OURCE 500.0 GPM TOTAL HOSE ST AM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE ST EAM ALLOWANCES 500.0 GPM TOTAL DISCHAR E FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) NODE TYPE I H G E D C A DISCH suer BASE BF-O BF-I CITY 30.0 19.7 19.7 9.0 9.0 9.0 2.0 2.0 2.0 -3.0 1.5 1.5 1.5 HOSE STREAM SOURCE PRESSURE DISCHARGE ( PS I ) ( GPM ) 65.0 500.0 69.5 - - - 71.5 - - - 76.3 - - - 76.4 - - - 76.9 - - - 80.3 - - - 80.5 - - - 14.1 - - - 16.4 '- - - 14.6 - - - 19.6 - - - 20.0 500.0 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 2 JOS'TITLE: PASCO MEDICA CENTER NEW STANDPIPE PIPE DATA PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. . END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) sur-i. NODES (FT) ( K ) PSI) ( GPM ) F .L .1FT ( PSI) Pipe: 1 -500.0 6.357 PL 10.33 PF 0.1 I 30.0 H.S. 65.0 500.0 5.1 120 FTG PE 4.5 H 19.7 0.0 69.5 0.0 0.008 TL 10.33 PV 0.2 Pipe: 2 -500.0 6.357 PL 151.00 PF 1.9 H 19.7 0.0 69.5 0.0 5.1 120 FTG 5ET PE 0.0 G 19.7 0.0 71.5 0.0 0.008 TL 251.00 PV 0.2 Pipe: 3 -500.0 6.357 PL 10.67 PF 0.2 G 19.7 0.0 71.5 0.0 5.1 120 FTG E PE 4.6 E 9.0 0.0 76.3 0.0 0.008 TL 24.67 PV 0.2 Pipe: 4 -500.0 6.357 PL 8.00 PF 0.1 E 9.0 0.0 76.3 0.0 5.1 120 FTG PE 0.0 D 9.0 0.0 76.4 0.0 0.008 TL 8.00 PV 0.2 Pipe: 5 -500.0 6.357 PL 41.50 PF 0.6 D 9.0 0.0 76.4 0.0 5.1 120 FTG T PE 0.0 C 9.0 0.0 76.9 0.0 0.008 TL 71.50 PV 0.2 Pipe: 6 -500.0 8.071 PL 132.00 PF 0.3 C 9.0 0.0 76.9 0.0 3.1 120 FTG PE 3.0 A 2.0 0.0 80.3 0.0 0.002 TL 132.00 PV 0.1 Pipe: 7 -500.0 8.071 PL 10.00 PF 0.2 A 2.0 0.0 80.3 0.0 3.1 120 FTG ECG PE 0.0 DISCH 2.0 0.0 80.5 0.0 0.002 TL 77.00 PV 0.1 Pipe: 8 FIRE PUMP Rating: 1500.0 gpm @ 100.0 psi SUCT 2.0 0.0 14.1 0.0 Avail.: 499.9 gpm @ 100.0 psi DISCH 2.0 0.0 80.5 0.0 Req 'd.: 499.9 gpm @ 66.4... psi Pipe: 9 -500.0 8.071 PL 10.00 PF 0.1 SUCT 2.0 0.0 14.1 0.0 3.1 120 FTG EG PE 2 ? .~ BASE -3.0 0.0 16.4 0.0 0.002 TL 32.00 PV 0.1 Pipe: 10 -500.0 8.071 PL 40.00 PF 0.2 BASE -3.0 0.0 16.4 0.0 3.1 140 FTG E3LG PE 1.9 BF-O 1.5 0.0 14.6 0.0 0.002 TL 121.13 PV 0.1 Pipe: 11 FIXED PRESSURE LOSS DEVICE BF-I 1.5 0.0 19.6 0.0 5.0 psi, 500.0 gpm BF-O 1.5 0.0 14.6 0.0 Pipe: 12 -500.0 8.071 PL 90.00 PF 0.4 BF-I 1.5 0.0 19.6 0.0 3.1 140 FTG T3L2G PE 0.0 CITY 1.5 SRCE 20.0 ( N/A ) 0.002 TL 199.06 PV 0.1 SPRIN'LER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: PASCO MEDIC L CENTER NEW STANDPIPE NOTES: (1) Calculations wele pe,fo,med by the HASS 5.5.0 computel ploglam under license 428L203 g,anted by Systems, I nc . 3 Ranchwood Dr., N.E. anta, GA 30345 (2) The system has be n balanced to p,ovide an average imbalance at each node of 0.012 gpm and a maximum imbalance at any ode of 0.071 gpm. (3) Velocity pressule ale p,inted for information only, and are not used in balan ing the system. Maximum water velocity in any pipe is 5.1 f /sec. (4) PIPE FITTINGS TAB E 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: PASCO MEDICA CENTER NEW STANDPIPE WATER SUPPLY CURVE 60+ 55-t- 50*,\,\,\,\0\,\\\\ : \\\\\\ \\\ : * 1 1 45+ I 1 1 I I I P 40+ R E S S 35+ U R E (-48.0 psi a 1095 gpm Flow Test Point 30+ ( P S I 25+ ) 20+ X 15+ 1 1 I 1 1________________ 1---------------- ------------- ------------- 10+ LEGE D X -- Required Wa er Supply 20.00 psi @ 00.0 gpm 5+ " 0 = Available W ter Supply 49.53 psi a 00.0 gpm 0++-+---+----+---- +------+--------+--------+---------+------------+ 400 600 800 1 00 1200 1400 1600 1800 2000 FLOW (GPt1) Z PHYRHILLS, FLORIDA HYDRAULIC CALCULATIONS FOR E PASCO MEDICAL MEDICAL CENTER NEW STANDPIPE DATE: REVISED MARCH 30, 1992 DESIGN DATA: OCCUPAN Y CLASSIFICATION: STANDPIPE F .1'1. DENSITY 500 GPM @ 65 PSI AREA OF APPLICATION TOP OF STANDPIPE MAXIMUM COVERAGE PER SPRINKLER N/A ACTUAL COVERAGE PER SPRINKLER N/A NUMBER F SPRINKLERS CALCULATED N/A TOTAL W TER REQUIRED AT SOURCE 500.0 GPM @ 20.0 NAME OF ENGINEER 0 RECORD: PENINSULA ENGINEERING GROUP, INC. 644 CHERRY STREET WINTER PARK, FLORIDA 32789 NAME OF DESIGNER HARVEY WILCOX AUTHORITY HAVING J RISDICTION H.R.S. OF FLORIDA & FACTORY MUTUAL H DRAULIC PLACARD INFORMATION LOCATION 2ND FLOOR NO. OF SPRINK ERS N/A BASIS OF DESI N: SYSTEM SITY: 500.0 GPM @ 65.0 PSI IGNED AREA OF DEMAND: TOP OF STANDPIPE DISCHARGE AT CONN TO FEED: 500.0 GPM PSI REQUIRED AT CONN TO FEED: 76.9 PSI " SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 1 PMCSTDPI Date: 03/31/92 JOB TITLE: PASCO MEDICA CENTER NEW STANDPIPE WATER SUPPLY DATA SOURCE STATIC RE ID. FLOW AVAIL. TOTAL REQ'D i'lODE PRESS. PR SS. @ PRESS. @ DEMAND PRESS. TAG ( PS I ) (P I ) ( GPM ) ( PSI) ( GPM ) ( PS I ) CITY 50.0 4 .0 1095.0 49.5 500.0 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT OURCE 500.0 GPM TOTAL HOSE STR AM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE ST AM ALLOWANCES 500.0 GPM TOTAL DISCHAR E FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) ( PSI) ( GPM ) I 30.0 HOSE STREAM 65.0 500.0 H 19.7 - - - - 69.5 - - - (-i 19.7 - - - - 71.5 - - - E 9.0 - - - - 76.3 - - - D 9.0 - - - - 76.4 - - - C 9.0 76.9 - - - A 2.0 - - - - 80.3 - - - DISCH 2.0 - - - - 80.5 - - - sueT 2.0 - - - - 14.1 - - - BASE -3.0 16.4 - - - BF-O 1.5 - - - - 14.6 - - - BF-I 1.5 - - - - 19.6 - - - CITY 1.5 SOURCE 20.0 500.0 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: PASCO MEDICA CENTER NEW STANDPIPE PH>E DATA PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. l'lODE~) (FT) ( K ) PSI) ( GPM ) F .L .1FT ( PS I ) Pipe: 1 -500.0 6.357 PL 10.33 PF 0.1 I 30.0 H.S. 65.0 500.0 5.1 120 FTG PE 4.5 H 19.7 0.0 69.5 0.0 0.008 TL 10.33 PV 0.2 Pipe: 2 -500.0 6.357 PL 151.00 PF 1.9 H 19.7 0.0 69.5 0.0 5.1 120 FTG 5ET PE 0.0 G 19.7 0.0 71.5 0.0 0.008 TL 251.00 PV 0.2 Pipe: 3 -500.0 6.357 PL 10.67 PF 0.2 C;j 19.7 0.0 71.5 0.0 5.1 120 FTG E PE 4.6 E 9.0 0.0 76.3 0.0 0.008 TL 24.67 PV 0.2 Pipe: 4 -500.0 6.357 PL 8.00 PF 0.1 E 9.0 0.0 76.3 0.0 5.1 120 FTG PE 0.0 D 9.0 0.0 76.4 0.0 0.008 TL 8.00 PV 0.2 Pipe: 5 -500.0 6.357 PL 41.50 PF 0.6 D 9.0 0.0 76.4 0.0 5.1 120 FTG T PE 0.0 C 9.0 0.0 76.9 0.0 0.008 TL 71.50 PV 0.2 Pipe: 6 -500.0 8.071 PL 132.00 PF 0.3 C 9.0 0.0 76.9 0.0 3.1 120 FTG PE 3.0 A 2.0 0.0 80.3 0.0 0.002 TL 132.00 PV 0.1 Pipe: 7 -500.0 8.071 PL 10.00 PF 0.2 A 2.0 0.0 80.3 0.0 3.1 120 FTG ECG PE 0.0 DISCH 2.0 0.0 80.5 0.0 0.002 TL 77.00 PV 0.1 Pipe: 8 FIRE PUMP Rating: 1500.0 gpm @ 100.0 psi SUCT 2.0 0.0 14.1 0.0 Avail. : 499.9 gpm @ 100.0 psi DISCH 2.0 0.0 80.5 0.0 Req'd. : 499.9 gpm @ 66.4_psi Pipe: 9 -500.0 8.071 PL 10.00 PF 0.1 SUCT 2.0 0.0 14.1 0.0 3.1 120 FTG EG PE 2.2 BASE -3.0 0.0 16.4 0.0 0.002 TL 32.00 PV 0.1 Pipe: 10 -500.0 8.071 PL 40.00 PF 0.2 B~~SE -3.0 0.0 16.4 0.0 3.1 140 FTG E3LG PE 1.9 BF-O 1.5 0.0 14.6 0.0 0.002 TL 121.13 PV 0.1 Pipe: 11 FIXED PRESSURE LOSS DEVICE BF-I 1.5 0.0 19.6 0.0 5.0 psi, 500.0 gpm BF-O 1.5 0.0 14.6 0.0 Pipe: 12 -500.0 8.071 PL 90.00 PF 0.4 Bf::-I 1.5 0.0 19.6 0.0 3.1 140 FTG T3L2G PE 0.0 CITY 1 .5 SRCE 20.0 ( N/ A ) 0.002 TL 199.06 PV 0.1 SPRIN LER SYSTEM HYDRAULIC ANALYSIS Page :3 JOB TITLE: PASCO MEDIC L CENTER NEW STANDPIPE NOTES: (1) Calculations were performed by the HASS 5.5.0 computer program under license 428L203 granted by Systems, I nc . 213 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has be n balanced to provide an average imbalance at each node of 0.012 gpm and a maximum imbalance at any node of 0.071 gpm. (3) Velocity pressur s are printed for information only, and are not used in bala cing the system. Maximum water velocity in any pipe is 5.1 t/sec. (4) PIPE FITTINGS TA Pipe Table Name: STANDARD.PIP PAGE: A MATER AL: S40 HWC: 120 Diameter Equivalent Fitting Lengths ln Feet ( in) E T L C 8 G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB,TITLE: PASCO MEDICA CENTER NEW STANDPIPE WATER SUPPLY CURVE 60+ 55+ 50*'\'\'\'\0'\'\'\'\'\ : '\'\'\'\'\'\'\ '\'\ : * I I 45+ I I I I I I P 40+ R E (-48.0 psi @ 1095 gpm Flow Test Point S S 35+ U F, E 30+ ( I I P 1 I S I I I 25+ ) I I I I I I 20+ X I I I I I I 15+ I I I I 1________________ 1---------------- ------------- ------------- 10+ LEGE X ;:: Required Wa 20.00 psi @ 5+ : 0 ;:: Available W ter Supply : 49.53 psi @ 00.0 gpm 1 I 0++-+---+----+---- +------+--------+--------+---------+-----------+ 400 600 800 1 00 1200 1400 1609 1800 2000 FLOW (GPM) Z PHYRHILLS, FLORIDA HYDRAULIC CALCULATIONS FOR E ST PASCO MEDICAL MEDICAL CENTER LOADING DOCK ANTIFREEZE DATE: APRIL 8.1992 DESIGN DATA: OCCUPAN Y CLASSIFICATION: LOADING DOCK F.M. DENSITY .20 GPM / SQ. FT. AREA OF APPLICATION 3000 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER 130 SQ. FT. ACTUAL COVERAGE PER SPRINKLER 120 SQ. FT. NUMBER F SPRINKLERS CALCULATED 27 TOTAL W TER REQUIRED AT SOURCE 991 GPM 20 PSI NAME OF ENGINEER 0 RECORD: PENINSULA ENGINEERING GROUP. INC. 644 CHERRY STREET WINTER PARK. FLORIDA 32789 NAME OF DESIGNER H{'1RVEY WILCOX AUTHORITY HAVING ]l RISDICTION H.R.S. OF FLORIDA & FACTORY MUTUAL H DRAULIC PLACARD INFORMATION LOCATION UTI ITIES BLDG. NO. OF SPRINK ERS 27 BASIS OF DESI N: DE ISITY: .20 GPM I SQ. FT. DE IGNED AREA OF DEMAND: 3000 SO. FT. SYSTEM DEMAND GP DISCHARGE AT CONN TO RISER 741.8 GPM PS REQUIRED AT CONN TO RISER: 109.4 PSI SPRINKI ER SYSTEM HYDRAULIC ANALYSIS Paqe 1 PMCANTIF Date: 04/08/92 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE WATER SUPPLY DATA SOURCE STATIC RE~ID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PR SS. ~ PRESS. ~ DEMAND PRESS. TAG ( PS I ) (p I ) ( GPM ) ( PSI) ( GPM ) ( PS I ) CITY .50.0 4 .0 109.5.0 48.3 991.8 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT OURCE 991.8 GPM TOTAL HOSE STR AM ALLOWANCE AT SOURCE 0.0 GPI'1 OTHER HOSE STR AM ALLOWANCES 2.50.0 GPM TOTAL DISCHARG FROM ACTIVE SPRINKLERS 741.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 10.7 2 10.7 3 10.7 4 10.7 .5 10.7 6 10.7 7 10.7 8 10.7 9 10.7 10 10.7 11 10.7 12 10.7 13 10./' 14 10.7 1.5 10./' 16 10.7 17 10.7 18 10.7 19 10.7 20 10.7 21 10.7 22 10.7 23 10.7 24 10.7 2':) 10.7 26 10.7 27 10.7 31 10.7 32 10.7 33 11..5 34 11..5 3.5 11..5 36 11..5 'J' 11.5 ~'I !'IODE TYPE K= 5.60 K= 5.60 K= 5.60 K-- 5.60 -- K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= .5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 PRESSURE DISCHARGE ( PS I ) ( GPM ) 24.3 27.6 27.6 29.4 29.2 30.3 24.5 27.7 27.9 29.6 29.5 30.4 19.1 24.5 21.1 25.7 23.1 26.9 22.4 26.5 25.2 28.1 28.7 30.0 30.4 30.9 20.1 25.1 21.7 26.1 23.3 27.0 24.9 27.9 25.4 28.2 27.2 29.2 32.1 31.7 21.9 26.2 24.5 27.7 18.4 24.0 20.3 25.2 22.2 26.4 18.5 24.1 20.5 25.3 27.9 - - - 29.8 - - - 82.6 - - - 88.1 - - - 92.6 - - - 98.6 - -. - 106.8 - - - SPRINK ER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: PASCO NODE TAG ELEVATION (FT) CENTER LOADING DOCK ANTIFREEZE E TYPE PRESSURE DISCHARGE ( PS I ) ( GPM ) 41 10.7 42 10.7 43 10.7 44 10.7 45 10.7 47 10.7 48 10.7 49 6.0 50 6.0 51 11.5 52 11 . [S Gl 9.0 D 9.0 C 9.0 A 2.0 DISCH 2.0 sueT 2.0 BASE -3.0 BF-O 1 .5 BF-I 1.5 CITY 1 ~. .0 HOSE STREAM 32.4 - - - 32.7 - - - 33.7 - - - 36.3 - - - 38.8 - - - 39.6 - - - 50.9 - - - 58.2 - - - 70.2 - - - 73.5 - - - 81.8 - - - 108.8 - - - 109.4 250.0 111 .4 - - - 115.6 - - - 116.2 - - - 12.4 - - - 14.9 - - - 13.7 - - - 18.7 - - - 20.0 991.8 SOURCE Page 2 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: PASCO ~'1ED I CA CENTER LOADING DOCK ANTIFREEZE PIPE DATA PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL(FPS) HW( C ) (FT) SUM. NODES (FT) ( K ) PSI) ( GPM ) F .L .1FT ( PS I ) Pipe: 1 -103.2 1.610 PL 10.00 PF 3.4 1 10.7 5.6 24.3 27.6 16.3 120 FTG PE 0.0 --, 10.7 5.6 27.6 29.4 0.336 TL 10.00 PV 1.8 <- Pipe: 2 -132.6 2.067 PL 10.00 PF 1.6 2 10.7 5.6 27.6 29.4 12.7 120 FTG PE 0.0 3 10.7 5.6 29.2 30.3 0.158 TL 10.00 PV 1 .1 Pipe: 3 -162.9 2.067 PL 4.00 PF 3 ') .<;.. 3 10.7 5.6 29.2 30.3 15.6 120 FTG T PE 0.0 41 10.7 0.0 32.4 0.0 0.232 TL 14.00 PV 1 .6 Pipe: 4 -162.9 3.260 PL 11.00 PF 0.3 41 10.7 0.0 32.4 0.0 6.3 120 FTG PE 0.0 42 10.7 0.0 32.7 0.0 0.025 TL 11.00 PV 0.3 Pipe: 5 -103.6 1.610 PL 10.00 PF 3.4 4 10.7 5.6 24.5 27.7 16.3 120 FTG PE 0.0 5 10.7 5.6 27.9 29.6 0.339 TL 10.00 PV 1.8 Pipe: 6 -133.2 2.067 PL 10.00 PF 1.6 5 10.7 5.6 27.9 29.6 12.7 120 FTG PE 0.0 6 10.7 5.6 29.5 30.4 o . 160 TL 10.00 PV 1 .1 Pipe: 7 -163.6 2.067 PL 4.00 PF 3.3 6 10.7 5.6 29.5 30.4 15.6 120 FTG T PE 0.0 42 10.7 0.0 32.7 0.0 0.234 TL 14.00 PV 1.6 Pipe: 8 -326.5 3.260 PL 11.00 PF 1.0 42 10.7 0.0 32.7 0.0 12.5 120 FTG PE 0.0 43 10.7 0.0 33.7 0.0 0.091 TL 11.00 PV 1 .1. Pipe: 9 -24.5 1.049 PL 10.50 PF 2.0 7 10.7 .:;, .6 19.1 24.5 9.1 120 FTG PE 0.0 8 10.7 5.6 21.1 25.7 0.189 TL 10.50 PV 0.6 Pipe: 10 -50.2 1.380 PL 10.50 PF 2.0 8 10.7 5.6 21.1 25.7 10.8 120 FTG PE 0.0 9 10.7 5.6 23.1 26.9 0.188 TL 10.50 PV 0.8 Pipe: 11 -77.1 1.610 PL 11.00 PF ., ......., ~- .~:.- C) 10.7 ':;, .6 23.1 26.9 12.2 120 FTG PE 0.0 11 10.7 5.6 25.2 28.1 0.196 TL 11.00 PV 1.0 Pipe: 12 -75.9 1.610 PL 11.00 PF 2.1 10 10.7 5.6 22.4 26.5 12.0 120 FTG PE 0.0 4 10.7 5.6 24.5 27.7 0.191 TL 11.00 PV 1 .0 Pipe: 13 -24.1 1.049 PL 10.50 PF 1 . ") 26 10.7 5.6 18.5 24.1 8.9 120 FTG PE 0.0 27 10.7 5.6 20.5 25.3 0.184 TL 10.50 PV 0.5 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: PASCO t1ED I CA CENTER LOADING DOCK ANTIFREEZE PIPE DATA ( cant' d) PIPE TAG O( GPM ) DIA(IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. NODES (FT) ( K ) ( PSI) ( GPM ) F.L./FT ( PS I ) Pipe: 14 -105.2 1.610 PL 10.00 PF 3.5 11 10.7 5.6 25.2 28.1 16.6 120 FTG PE 0.0 12 10.7 5.6 28.7 30.0 0.349 TL 10.00 PV 1.9 Pipe: 15 -49.4 1.380 PL 10.50 PF 1 .9 27 10.7 5.6 20.5 25.3 10.6 120 FTG PE 0.0 10 10.7 5.6 22.4 26.5 0.183 TL 10.50 PV 0.8 Pipe: 16 -135.3 2.067 PL 10.00 PF 1.6 12 10.7 5.6 28.7 30.0 12.9 120 FTG PE 0.0 13 10.7 5.6 30.4 30.9 0.164 TL 10.00 PV 1 . 1 Pipe: 17 -24.0 1.049 PL 10.50 PF 1 .9 23 10.7 5.6 18.4 24.0 8.9 120 FTG PE 0.0 24 10.7 5.6 20.3 25.2 0.182 TL 10.50 PV O. ;:; Pipe: 18 -166.1 2.067 PL 4.00 PF 3.4 13 10.7 5.6 30.4 30.9 15.9 120 FTG T PE 0.0 43 10.7 0.0 33.7 0.0 0.240 TL 14.00 PV 1 7 . I Pipe: 19 -492.6 3.260 PL 13.00 PF 2.5 43 10.7 0.0 33.7 0.0 18.9 120 FTG PE 0.0 44 10.7 0.0 36.3 0.0 o . 195 TL 13.00 PV 2.4 Pipe: 20 -25.1 1.049 PL 8.00 PF 1.6 14 10.7 5.6 20.1 25.1 9.3 120 FTG PE 0.0 15 10.7 5.6 21.7 26.1 0.198 TL 8.00 PV 0.6 Pipe: 21 -51.2 1.380 PL 8.00 PF 1.6 15 10.7 5.6 21.7 26.1 11.0 120 FTG PE 0.0 16 10.7 5.6 23.3 27.0 0.195 TL 8.00 PV 0.8 Pipe: 22 -78.2 1.610 PL 8.00 PF 1.6 16 10.7 5.6 23.3 27.0 12.3 120 FTG PE 0.0 17 10.7 5.6 24.9 27.9 0.201 TL 8.00 PV 1.0 Pipe: 23 -106.1 1.610 PL 8.50 PF 3.0 17 10.7 5.6 24.9 27.9 16.7 120 FTG PE 0.0 31 10.7 0.0 27.9 0.0 0.354 TL 8.50 PV 1 .9 Pipe: 24 -28.2 1.049 PL 3.00 PF .") c' ,_ .. .J 18 10.7 5.6 25.4 28.2 10.5 120 FTG ET PE 0.0 31 10.7 0.0 27.9 0.0 0.246 TL 10.00 PV 0.7 Pipe: 25 -134.4 2.067 PL .12.00 PF 1.9 31 10.7 0.0 27.9 0.0 12.8 120 FTG PE 0.0 32 10.7 0.0 29.8 0.0 0.162 TL 12.00 PV 1 . 1 Pipe: 26 -29.2 1.049 PL 3.00 PF 2.6 19 10.7 5.6 27.2 29.2 10.8 120 FTG ET PE 0.0 32 10.7 0.0 29.8 0.0 0.262 TL 10.00 PV 0.8 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE PIPE DATA (cent'd) PIPE TAG o( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS ) HW( C ) ( FT) SU~1 . NODES (FT) ( K ) PSI) ( GPM ) F.L./FT ( PS I ) Pipe: 27 -163.6 2.067 PL 9.50 PF 2 " .':" 32 10.7 0.0 29.8 0.0 15.6 120 FTG PE 0.0 20 10.7 5.6 32.1 31.7 0.234 TL 9.50 PV 1.6 Pipe: 28 -195.3 2.067 PL 3.00 PF 4.2 20 10.7 5.6 32.1 31.7 18.7 120 FTG T PE 0.0 44 10.7 0.0 36.3 0.0 0.324 TL 13.00 PV 2.3 Pipe: 29 -687.9 3.260 PL 7.00 PF 2.5 44 10.7 0.0 36.3 0.0 26.4 120 FTG PE 0.0 45 10.7 0.0 38.8 0.0 0.362 TL 7.00 PV 4.7 Pipe: 30 -26.2 1.049 PL 12.00 PF 2.6 21 10.7 5.6 21.9 26.2 9.7 120 FTG PE 0.0 22 10.7 5.6 24.5 27.7 0.215 TL 12.00 PV 0.6 Pipe: 31 -54.0 1.049 PL 12.50 PF 14.3 22 10.7 5.6 24.5 27.7 20.0 120 FTG T PE 0.0 45 10.7 0.0 38.8 0.0 0.816 TL 17.50 PV 2.7 Pipe: 32 -741.8 3.260 PL 2.00 PF 0.8 45 10.7 0.0 38.8 0.0 28.5 120 FTG PE 0.0 47 10.7 0.0 39.6 0.0 0.416 TL 2.00 PV 5.5 Pipe: 33 -49.2 1.380 PL 10.50 PF 1 .9 24 10.7 5.6 20.3 25.2 10.6 120 FTG PE 0.0 25 10.7 5.6 22.2 26.4 0.181 TL 10.50 PV 0.8 Pipe: 34 -75.6 1.610 PL 11.00 PF 2.1 25 10.7 5.6 22.2 26.4 11.9 120 FTG PE 0.0 1 10.7 5.6 24.3 27.6 o . 189 TL 11.00 PV 1.0 Pipe: 41 -741.8 3.260 PL 2.00 PF 11 .2 47 10.7 0.0 39.6 0.0 28.5 120 FTG ET PE 0.0 48 10.7 0.0 50.9 0.0 0.416 TL 27.00 PV 5.5 Pipe: 42 -741.8 3.260 PL 4.67 PF 5.3 48 10.7 0.0 50.9 0.0 28.5 120 FTG E PE 2.0 49 6.0 0.0 58.2 0.0 0.416 TL 12.67 PI) 5.5 Pipe: 43 -741.8 3.260 PL 2.00 PF 12.1 49 6.0 0.0 58.2 0.0 28.5 120 FTG EC PE 0.0 50 6.0 0.0 70.2 0.0 0.416 TL 29.00 PV c; r- ~.;:) Pipe: 44 -741.8 3.260 PL 5.50 PF 5.6 50 6.0 0.0 70.2 0.0 28.5 120 FTG E PE 2.4 :,1 11.5 0.0 73.5 0.0 0.416 TL 13.50 PV 5.5 . Pipe: 45 -741.8 3.260 PL 2.00 PF' 8.3 51 11 .5 0.0 73.5 0.0 28.5 120 FTG TG PE 0.0 52 11.5 0.0 81.8 0.0 0.416 TL 20.00 PV 5.5 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 6 JOB TITLE: PASCO ~1EDICA CENTER LOADING DOCK ANTIFREEZE PIPE DATA ( cant' d) PIPE TAG Q( GPM ) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. NODES (FT) ( K ) PSI) ( GPt'1 ) F.L./FT ( PS I ) Pipe: 46 -741.8 3.260 PL 2.00 PF o .f~ S2 11.5 0.0 81.8 0.0 28.5 120 FTG PE 0.0 33 11.5 0.0 82.6 0.0 0.416 TL 2.00 PV 5.5 Pipe: 47 -741.8 3.260 PL 8.00 PF 5.4 33 11 .5 0.0 82.6 0.0 28.5 120 FTG L PE 0.0 34 11.5 0.0 88.1 0.0 0.416 TL 13.00 PV E,.5 Pipe: 48 -741.8 3.260 PL 11.00 PF 4.6 34 11 .5 0.0 88.1 0.0 28.5 120 FTG PE 0.0 35 11.5 0.0 92.6 0.0 0.416 TL 11.00 PV 5.5 Pipe: 49 -741.8 3.260 PL 14.42 PF 6.0 35 11.5 0.0 92.6 0.0 28.5 120 FTG PE 0.0 36 11 .5 0.0 98.6 0.0 0.416 TL 14.42 PV 5.5 Pipe: SO -741.8 4.260 PL 62.00 PF 8.1 36 11.5 0.0 98.6 0.0 16.7 120 FTG E PE 0.0 37 11.S 0.0 06.8 0.0 0.113 TL 72.00 PV 1.9 Pipe: 51 -741.8 4.260 PL 6.00 PF 0.9 37 11 .5 0.0 06.8 0.0 16.7 120 FTG G PE 1 . 1 Gl 9.0 0.0 108.8 0.0 0.113 TL 8.00 PV 1 q . , Pipe: 52 -741.8 6.357 PL 8.00 PF 0.7 Gl 9.0 0.0 108.8 0.0 7.5 120 FTG TG PE 0.0 D 9.0 H.S. 109.4 250.0 0.016 TL 41.00 PV 0.4 Pipe: 53 -991.8 6.357 PL 41.50 PF 2.0 D 9.0 H.S. 109.4 250.0 10.0 120 FTG T PE 0.0 C 9.0 0.0 111.4 0.0 0.028 TL 71.50 PV 0.7 Pipe: 54 -991.8 8.071 PL 132.00 PF 1 . 1 C 9.0 0.0 111 .4 0.0 6.2 120 FTG PE 3.0 A 2.0 0.0 115.6 0.0 0.009 TL 132.00 PV 0.3 Pipe: 5E, -991.8 8.071 PL 10.00 PF 0.7 A 2.0 0.0 115.6 0.0 6.2 120 FTG ECG PE 0.0 DISCH 2.0 0.0 116.2 0.0 0.009 TL 77.00 PV 0.3 Pipe: 56 FIRE PUMP Rating: 1500.0 gpm ~ 100.0 psi SUCT 2.0 0.0 12.4 0.0 Avail.: 991.7 gpm @ 112.5 psi DISCH 2.0 0.0 116.2 0.0 Req'd. : 991.7 gpm ~ 103.8 PSi Use, Defined Pump Cu,ve: gpm psi gpm psi 0.0 120.0 1500.0 100.0 500.0 115.0 2250.0 66.7 1000.0 112.5 Pipe: 57 -991.8 8.071 PL 10.00 PF 0.3 SUCT 2.0 0.0 12.4 0.0 6.2 120 FTG EG PE 2.2 BASE -3.0 0.0 14.9 0.0 0.009 TL 32.00 PV 0.3 SPRINK ER S YS Ta1 HYDRAULIC ANALYSIS Page 7 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE PIPE D(~TA (cont'd) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL(FPS) HW( C ) (FT) SUM. NODES ( FT ) ( K ) PSI) ( GPM ) F.L./FT ( PSI) Pipr?: 58 -991.8 8.071 PL 40.00 PF 0.13 BASE -3.0 0.0 14.9 0.0 6.2 140 FTG E3LG PE 1.9 BF-O 1.5 0.0 13.7 0.0 0.006 TL 121.13 PV 0.3 Pipe: 59 FIXED PRESSURE LOSS DEVICE BF-I 1.5 0.0 18.7 0.0 5.0 psi, 991.8 gpm BF-O 1 .5 0.0 13.7 0.0 Pipe: 60 -991.8 8.071 PL 90.00 PF 1 .3 BF-I 1 .5 0.0 18.7 0.0 6.2 140 FTG T3L2G PE 0.0 CITY 1 ..5 SRCE 20.0 ( N/A ) 0.006 TL 199.06 PV 0.3 NOTES: (1) Calculations were under license no. HRS 219 Atl erformed by the HASS 28L203 granted by Systems, I nc . Ranchwood Dr., N.E. nta, GA 30345 5.5.0 computer program (2) The system has bee balanced to provide an average imbalance at each ode of 0.004 gpm and a maximum imbalance at any n de of 0.121 gpm. (3) Velocity pressures are printed for information only, and are not used in balanc'ng the system. Maximum water velocity in any pipe is 28.5 f Isec. (4) PIPE FITTINGS TABL Pipe Table Name: TANDARD.PIP PAGE: f~ MATERIA _: S40 Hl.JC: 120 Diameter qui\/alent Fitting Lengths in Feet ( in) E T L C B G A D Ell . Tee LngEII ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1 .380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE WATER SUPPLY CURVE 60+ I 1 I I I I 55+ I I I , I I 45+ ,- I , I I I P 40+ R E S S 35+ U R E 30+ I I I I I I ( P S I 25+ ) 20+ , I , I I I 15+ , I I I 1________________ ,---------------- 10+ LEGE x :::: Required 20.00 psi ~ .5+ o :::: Available W 48.33 psi ~ ------------- ------------- 0++-+---+----+---- +-----~+--------+--------+---------+-----------+ 400 600 800 1 00 1200 1400 1600 1800 2000 FLOW (GPM) FOR HYDRAULIC CALCULATIONS T PASCO MEDICAL MEDICAL CENTER LOADING DOCK ANTIFREEZE HYRHILLS, FLORIDA DATE: APRIL 8,1992 DESIGN DATA: OCCUPANC CLASSIFICATION: LOADING DOCK F.M. ACTUAL GPM / SQ. FT. DEt',IS I TY .20 AREA OF .PPLICATION 3000 SO. FT. MAXIMUM OVERAGE PER SPRINKLER 130 SQ. FT. OVERAGE PER SPRINKLER 120 SO. FT. NUMBER SPRINKLERS CALCULATED 27 ER REQUIRED AT SOURCE 991 GPM 20 PSI NAME OF ENGINEER OF RECORD: PENINSULA ENGINEERING GROUP, INC. 644 CHERRY STREET WINTER PARK, FLORIDA 32789 NAME OF DESIGNER HARVEY WILCOX AUTHORITY HAVING JU ISDICTION H.R.S. OF FLORIDA & FACTORY MUTUAL H DRAULIC PLACARD INFORMATION NO. OF SPRINK 27 LOCATION UTI ITIES BLDG. Bf-1SIS OF ,20 GPM / SQ. FT. DE_IGNED AREA OF DEMAND: 3000 SO. FT. SYSTEM DEMAND: GP DISCHARGE AT CONN TO RISER 741.8 GPM PSI REQUIRED AT CONN TO RISER: 109.4 PSI SPRINKl ER SYSTEM HYDRAULIC ANALYSIS Date: 04/08/92 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. ( PS I ) CITY 50.0 FLOW @ ( GPM ) 4.0 1095.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT TOTAL HOSE STR OTHER HOSE STR TOTAL DISCHARG NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 10.7 2 10.7 3 10.7 4 10.7 5 10.7 6 10.7 7 10.7 8 10.7 9 10.7 10 10.7 11 10.7 12 10.7 13 10.7 14 10.7 15 10.1' 16 10.7 17 10.7 18 10.7 19 10.7 20 10.7 21 10.7 22 10.7 23 10.7 24 10.7 25 10.7 26 10.7 27 10.7 31 10.7 32 10.7 33 11.5 34 11.5 35 11.5 36 11.5 37 11.5 AVAIL. PRESS. @ ( PSI) TOTAL DEMAND ( GPM ) 48.3 991.8 Page 1. PMCANTIF REQ'D PRESS. ( PS I ) 20.0 OURCE AM ALLOWANCE AT SOURCE (~M ALLOWANCES FROM ACTIVE SPRINKLERS 991.8 GPM 0.0 GPM 250.0 GPM 741.8 GPM NODE TYPE K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K:.-: 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K:= 5.60 K= 5.60 K= 5.60 PRESSURE DISCHARGE ( PS I ) (GPt-1 ) 24.3 27.6 27.6 29.4 29.2 30.3 24.5 27.7 27.9 29.6 29.5 30.4 19.1 24.5 21.1 25.7 23.1 26.9 22.4 26.5 25.2 28.1 28.7 30.0 30.4 30.9 20.1 25.1 21.7 26.1 23.3 27.0 24.9 27.9 25.4 28.2 27.2 29.2 32.1 31.7 21.9 26.2 24.5 27.7 18.4 24.0 20.3 25.2 22.2 26.4 18.5 24.1 20.5 25.3 27.9 - - - 29.8 - - - 82.6 - - - 88.1 - - - 92.6 - - - 98.6 - - - 106.8 - - - SPRINKL R SYSTEM HYDRAULIC ANALYSIS JOB TITLE: PASCO NODE TAG ELEVATION (FT) 41 10.7 42 10.7 43 10.7 44 10.7 45 10.7 47 10.7 48 10.7 49 6.0 50 6.0 51 11.5 52 11.5 Gl 9.0 D 9.0 C 9.0 A 2.0 DI~,CH 2.0 SUCT 2.0 BA~,E -3.0 BF-O 1 .~) BF-I 1.5 CITY 1.5 CENTER LOADING DOCK ANTIFREEZE TYPE PRESSURE DISCHARGE ( PS I ) ( GPM ) HO~3E STREAM 32.4 - - - 32.7 - - - 33.7 - - - 36.3 - - - 38.8 - - - 39.6 - - - 50.9 - - -- 58.2 - - - 70.2 - - - 73.5 - - - 81.8 - - - 108.8 - - - 109.4 250.0 111 .4 - - - 115.6 - - - 116.2 - - - 12.4 - - - 14.9 - - - 13.7 - - - 18.7 - - - 20.0 991.8 SOURCE Page 2 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 3 J08 TITI_E: PASCO t1ED I CA CENTER LOADING DOCK ANTIFREEZE PIPE DATA PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. NODES (FT) ( K ) ( PS I ) ( GPM ) F.L.lFT ( PS I ) Pipe: 1 -103.2 1.610 PL 10.00 PF 3.4 1 10.7 5.6 24.3 27.6 16.3 120 FTG PE 0.0 .--, 10.7 5.6 27.6 29.4 0.336 TL 10.00 PV 1.8 <- Pipe: 2 -132.6 2.067 PL 10.00 PF 1.6 2 10.7 5.6 27.6 29.4 12.7 120 FTG PE 0.0 3 10.7 5.6 29.2 30.3 0.158 TL 10.00 PV 1 . 1 Pipe: 3 -162.9 2.067 PL 4.00 PF 3 .--, . "'- 3 10.7 5.6 29.2 30.3 15.6 120 FTG T PE 0.0 41 10.7 0.0 32.4 0.0 0.232 TL 14.00 PV 1 .6 Pipe: 4 -162.9 3.260 PL 11.00 PF 0.3 41 10.7 0.0 32.4 0.0 6.3 120 FTG PE 0.0 42 10.7 0.0 32.7 0.0 0.025 TL 11.00 PV 0.3 Pipe: 5 -103.6 1.610 PL 10.00 PF 3.4 4 10.7 5.6 24.5 27.7 16.3 120 FTG PE 0.0 5 10.7 5.6 27.9 29.6 0.339 TL 10.00 PV 1.8 Pipe: 6 -133.2 2.067 PL 10.00 PF 1 .6 .5 10.7 5.6 27.9 29.6 12.7 120 FTG PE 0.0 6 10.7 5.6 29.5 30.4 0.160 TL 10.00 PV 1 .1 Pipe: 7 -163.6 2.067 PL 4.00 PF 3.3 6 10.7 5.6 29.5 30.4 15.6 120 FTG T PE 0.0 42 10.7 0.0 32.7 0.0 0.234 TL 14.00 PV 1 .6 Pipe: 8 -326.5 3.260 PL 11.00 PF 1.0 42 10.7 0.0 32.7 0.0 12.5 120 FTG PE 0.0 43 10.7 0.0 33.7 0.0 0.091 TL 11.00 PV 1 .1 Pipe: 9 -24.5 1.049 PL 10.50 PF 2.0 7 10.7 ~, .6 19.1 24.5 9.1 120 FTG PE 0.0 8 10.7 5.6 21.1 25.7 0.189 TL 10.50 PV 0.6 Pipe: 10 -50.2 1.380 PL 10.50 PF 2.0 8 10.7 5.6 21.1 25.7 10.8 120 FTG PE 0.0 9 10.7 5.6 23.1 26.9 0.188 TL 10.50 PV 0.8 Pipe: 11 -77.1 1.610 PL 11.00 PF --,. -, L.L 9 10.7 5.6 23.1 26.9 12.2 120 FTG PE 0.0 11 10.7 5.6 25.2 28.1 0.196 TL 11.00 PV 1 .0 Pipe: 12 -75.9 1.610 PL 11.00 PF 2.1 10 10.7 5.6 22.4 26.5 12.0 120 FTG PE 0.0 4 10.7 5.6 24.5 27.7 0.191 TL 11.00 PV 1.0 Pipe: 13 -24.1 1.049 PL 10.50 PF 1.9 26 10.7 5.6 18.5 24.1 8.9 120 FTG PE 0.0 27 10.7 5.6 20.5 25.3 0.184 TL 10.50 PV 0.5 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE PIPE DATA (cant'd) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELE\J. NOl. PT DISC. \JEL(FPS) HW( C ) (FT) SUM. NODES (FT) ( K ) ( PS I ) ( GPM ) F .L .1FT ( PS I ) Pipe: 14 -105.2 1.610 PL 10.00 PF 3.5 11 10.7 5.t. 25.2 28.1 16.6 120 FTG PE 0.0 12 10.7 5.6 28.7 30.0 0.349 TL 10.00 p\J 1.9 Pipe: 15 -49.4 1.380 PL 10.50 PF 1 q . , 27 10.7 5.6 20.5 25.3 10.6 120 FTG PE 0.0 10 10.7 5.6 22.4 26.5 o .183 TL 10.50 PV 0.8 Pipe: 16 -135.3 2.067 PL 10.00 PF 1.6 12 10.7 5.6 28.7 30.0 12.9 120 FTG PE 0.0 13 10.7 5.6 30.4 30.9 0.164 TL 10.00 p\J 1 . 1 Pipe: 17 -24.0 1.049 PL 10.50 PF 1 .9 23 10.7 5.6 18.4 24.0 8.9 120 FTG PE 0.0 24 10.7 5.6 20.3 25.2 0.182 TL 10.50 P\J 0.5 Pipe: 18 -166.1 2.067 PL 4.00 PF 3.4 13 10.7 5.6 30.4 30.9 15.9 120 FTG T PE 0.0 43 10.7 0.0 33.7 0.0 0.240 TL 14.00 PV 1.7 Pipe: 19 -492.6 3.260 PL 13.00 PF 2.5 43 10.7 0.0 33.7 0.0 18.9 120 FTG PE 0.0 44 10.7 0.0 36.3 0.0 0.195 TL 13.00 p\J 2.4 Pipe: 20 -25.1 1.049 PL 8.00 PF 1.6 14 10.7 5.6 20.1 25.1 9.3 120 FTG PE 0.0 15 10.7 5.6 21.7 26.1 0.198 TL 8.00 p\J 0.6 Pipe: 21 -51.2 1.380 PL 8.00 PF 1.6 15 10.7 .5.6 21.7 26.1 11.0 120 FTG PE 0.0 16 10.7 5.6 23.3 27.0 0.195 TL 8.00 PV 0.8 Pipe: 22 -78.2 1.610 PL 8.00 PF 1.6 16 10.7 5.6 23.3 27.0 12.3 120 FTG PE 0.0 17 10.7 5.6 24.9 27.9 0.201 TL 8.00 PV 1.0 Pipe: 23 -106.1 1.610 PL 8.50 PF 3.0 17 10.7 5.6 24.9 27.9 16.7 120 FTG PE 0.0 31 10.7 0.0 27.9 0.0 0.354 TL 8.50 PV 1.9 Pipe: 24 -28.2 1.049 PL 3.00 PF 2:5 18 10.7 5.6 25.4 28.2 10.5 120 FTG ET PE 0.0 31 10.7 0.0 27.9 0.0 0.246 TL 10.00 PV o -7 . / Pipe: 25 -134.4 2.067 PL 12.00 PF 1 .9 31 10.7 0.0 27.9 0.0 12.8 120 FTG PE 0.0 32 10.7 0.0 29.8 0.0 0.162 TL 12.00 PV 1 . 1 Pipe: 26 -29.2 1.049 PL 3.00 PF 2.6 19 10.7 5.6 27.2 29.2 10.8 120 FTG ET PE 0.0 32 10.7 0.0 29.8 0.0 0.262 TL 10.00 PV 0.8 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE PIPE DATA (cant'd) PIPE TAG o( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. NODES ( FT ) ( K ) ( PS I ) ( GPM ) F.L./FT ( PS I ) Pipe: 27 -163.6 2.067 PL 9.50 PF -") .") ~~, .. ,(- 32 10.7 0.0 29.8 0.0 15.6 120 FTG PE 0.0 20 10.7 5.6 32.1 31.7 0.234 TL 9.50 PV 1.6 Pipe: 28 -195.3 2.067 PL 3.00 PF 4.2 20 10.7 5.6 32.1 31.7 18.7 120 FTG T PE 0.0 44 10.7 0.0 36.3 0.0 0.324 TL 13.00 PV 2.3 Pipe: 29 -687.9 3.260 PL 7.00 PF 2.5 44 10.7 0.0 36.3 0.0 26.4 120 FTG PE 0.0 45 10.7 0.0 38.8 0.0 0.362 Tl_ 7.00 PV 4.7 Pipe: 30 -26.2 1.049 PL 12.00 PF 2.6 21 10.7 5.6 21.9 26.2 9.7 120 FTG PE 0.0 22 10.7 5.6 24.5 27.7 0.215 TL 12.00 PV 0.6 Pipe: 31 -54.0 1.049 PL 12.50 PF 14.3 22 10.7 5.6 24.5 27.7 20.0 120 FTG T PE 0.0 45 10.7 0.0 38.8 0.0 0.816 TL 17.50 PV 2.7 Pipe: 32 -741.8 3.260 PL 2.00 PF 0.8 45 10.7 0.0 38.8 0.0 28.5 120 FTG PE 0.0 47 10.7 0.0 39.6 0.0 0.416 TL 2.00 PV 5.5 Pipe: 33 -49.2 1.380 PL 10.50 PF 1 .9 24 10.7 5.6 20.3 25.2 10.6 120 FTG PE 0.0 25 10.7 5.6 22.2 26.4 0.181 TL 10.50 PV 0.8 Pipe: 34 -75.6 1.610 PL 11.00 PF 2.1 25 10.7 5.6 22.2 26.4 11.9 120 FTG PE 0.0 1 10.7 5.6 24.3 27.6 0.189 TL 11.00 PV 1 .0 Pipe: 41 -741.8 3.260 PL 2.00 PF 11 .2 47 10.7 0.0 39.6 0.0 28.5 120 FTG ET PE 0.0 48 10.7 0.0 50.9 0.0 0.416 TL 27.00 PV 5 ..~; Pipe: 42 -741.8 3.260 PL 4.67 PF 5.3 48 10.7 0.0 50.9 0.0 28.5 120 FTG E PE 2.0 49 6.0 0.0 58.2 0.0 0.416 TL 12.67 PV 5.5 Pipe: 43 -741.8 3.260 PL 2.00 PF 12.1 49 6.0 0.0 58.2 0.0 28.5 120 FTG EC PE 0.0 50 6.0 0.0 70.2 0.0 0.416 TL 29.00 PV 5.5 Pipe: 44 -741.8 3.260 PL 5.50 PF 5.6 50 6.0 0.0 70.2 0.0 28.5 120 FTG E PE 2.4 I:, 1 11.5 0.0 73.5 0.0 0.416 TL 13.50 PV 5.5 Pipe: 45 -741.8 3.260 PL 2.00 pr-' 8 . ~3 51 11 .5 0.0 73.5 0.0 28.5 120 FTG TG PE 0.0 52 11.5 0.0 81.8 0.0 0.416 TL 20.00 PV 5.5 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 6 JOB TITLE: PASCO ~1ED I CA CENTER LOADING DOCK ANTIFREEZE PIPE DATI-'\ (cant'd) PIPE TAG O( GPM ) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW( C ) ( FT) SUM. NODES (FT) ( K ) PSI) ( GP~1 ) F .L .1FT ( PSI) Pipe: 46 -741.8 3.260 PL 2.00 PF o . ~3 52 11 .5 0.0 81.8 0.0 28.5 120 FTG PE 0.0 33 11 .5 0.0 82.6 0.0 0.416 TL 2.00 PV 5.5 Pipe: 47 -741.8 3.260 PL 8.00 PF 5.4 33 11.5 0.0 82.6 0.0 28.5 120 FTG L PE 0.0 34 11.5 0.0 88.1 0.0 0.416 TL 13.00 PV 5.5 Pipe: 48 -741.8 3.260 PL 11.00 PF 4.6 34 11.5 0.0 88.1 0.0 28.5 120 FTG PE 0.0 35 11 .5 0.0 92.6 0.0 0.416 TL 11.00 PV 5.5 Pipe: 49 -741.8 3.260 PL 14.42 PF 6.0 35 11.5 0.0 92.6 0.0 28.5 120 FTG PE 0.0 36 11 .5 0.0 98.6 0.0 0.416 TL 14.42 PV 5.5 Pipe: 50 -741.8 4.260 PL 62.00 PF 8.1 36 11 .5 0.0 98.6 0.0 16.7 120 FTG E PE 0.0 37 11.5 0.0 06.8 0.0 0.113 TL 72.00 PV 1.9 Pipe: 51 -741.8 4.260 PL 6.00 PF 0.9 37 11.5 0.0 06.8 0.0 16.7 120 FTG G PE 1 . 1 Gl 9.0 0.0 08.8 0.0 0.113 TL 8.00 PV 1 .9 Pipe: 52 -741.8 6.357 PL 8.00 PF 0.7 G1 9.0 0.0 08.8 0.0 7.5 120 FTG TG PE 0.0 D 9.0 H.S. 09.4 250.0 0.016 TL 41.00 PV 0.4 Pipe: 53 -991.8 6.357 PL 41.50 PF 2.0 D 9.0 H.S. 109.4 250.0 10.0 120 FTG T PE 0.0 C 9.0 0.0 111 .4 0.0 0.028 TL 71.50 PV 0.7 Pipe: 54 -991.8 8.071 PL 132.00 PF 1 . 1 C 9.0 0.0 111.4 0.0 6.2 120 FTG PE 3~O A 2.0 0.0 115.6 0.0 0.009 TL 132.00 PV 0.3 Pipe: 55 -991.8 8.071 PL 10.00 PF 0.7 A 2.0 0.0 115.6 0.0 6.2 120 FTG ECG PE 0.0 DISCH 2.0 0.0 116.2 0.0 0.009 TL 77.00 PV 0.3 Pipe: 56 FIRE PUMP Rating: 1500.0 gpm @ 100.0 psi SUCT 2.0 0.0 12.4 0.0 Avail. : 991.7 gpm @ 312.5 psi DISCH 2.0 0.0 116.2 0.0 Req'd. : 991.7 gpm @ 103.8 ps i User Defined Pump Curve: gpm psi gpm psi 0.0 120.0 1500.0 100.0 500.0 115.0 2250.0 66.7 1000.0 112.5 Pipe: 57 -991.8 8.071 PL 10.00 PF 0.3 SUCT 2.0 0.0 12.4 0.0 6.2 120 FTG EG PE 2.2 B{~SE -3.0 0.0 14.9 0.0 0.009 TL 32.00 PV 0.3 SPRINK ER SYSTn1 HYDRAULIC ANALYSIS Page 7 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE PIPE DATA (cont'd) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW( C ) (FT) SUM. NODES ( FT ) ( K ) PSI) ( GPM ) F.L.lFT ( PS I ) Pipe: 58 -991.8 8.071 PL 40.00 PF 0.8 BASE -3.0 0.0 14.9 0.0 6.2 140 FTG E3LG PE 1.9 BF-O 1.5 0.0 13.7 0.0 0.006 TL 121.13 PV 0.3 Pipe: 59 FIXED PRESSURE LOSS DEVICE BF--I 1.5 0.0 18.7 0.0 5.0 psi, 991.8 gpm BF--O 1.5 0.0 13.7 0.0 Pipe: 60 -991.8 8.071 PL 90.00 PF 1 .:3 BF-I 1 .5 0.0 18.7 0.0 6.2 140 FTG T3L2G PE 0.0 CITY 1 .5, SRCE 20.0 ( N/A ) 0.006 TL 199.06 PV 0.3 NOTES: (1) Calculations were under license (2) The system has bee balanced to provide an average imbalance at each ode of 0.004 gpm and a maximum imbalance at any n de of 0.121 gpm. erformed by the HASS 5.5.0 computer program 28L203 granted by Systems, I nc . Ranchwood Dr., N.E. nta, GA 30345 (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 28.5 ft/sec. (4) PIPE FITTINGS TAB Pipe Table Name: STANDARD.PIP PAGE: fo'\ MATERI L: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G f-'\ D Ell . Tee L ngE 11 ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 !:' .00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: PASCO MEDICA CENTER LOADING DOCK ANTIFREEZE WATER SUPPLY CURVE 60+ 55+ 45+ " 1 , 1 I 1 P 40+ R E S S 35+ U R E 30+ ( P S I 25+ ) 20+ 1 , 1 , 1 I 1~)+ , I 1 1 1_________________ 1----------------- 10+ x = Required 20.00 psi 5+ ------------ ------------ r Supply 1.8 gpm o = Available W ter Supply 48.33 psi @ 1.8 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1 00 1200 1400 1600 1800 2000 FLOW (GPM) FOR HYDRAULIC CALCULATIONS PASCO MEDICAL MEDICAL CENTER STORAGE AREA Z PHYRHILLS, FLORIDA DATE: APRIL 8, 1992 DESIGN DATA: OCCUPAN Y CLASSIFICATION: STORAGE HAZARD F.M. DENSITY .20 GPM / SC.l. FT. AREA OF APPLICATION 3000 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER 130 SQ. FT. ACTUAL COVERAGE PER SPRINKLER 120 SQ. FT. NUMBER F SPRINKLERS CALCULATED 27 TOTAL W TER RECUIRED AT SOURCE 1121 GPM 20 PSI NAME OF ENGINEER 0 RECORD: PENINSULA ENGINEERING GROUP. INC. 644 CHERRY STREET WINTER PARK, FLORIDA 32789 NA~1E OF DESIGNER HARVEY I,.JILCOX AUTHORITY HAVING J RISDICTION H.R.S. OF FLORIDA & FACTORY MUTUAL H DRAULIC PLACARD INFORMATION LOCATION UTI ITIES BLDG. NO. OF SPRINK ERS 27 BASIS OF DESI N: DE SITY: .20 GPI'1 / SO. FT. DE IGNED AREA OF DEMAND: 3000 SQ. FT. SYSTEM DEMAND GP DISCHARGE AT CONN TO RISER: 871.4 GPM PS RECUIRED AT CONN TO RISER: 84.4 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: PASCO MEDICA CENTER NODE TAG ELEVATION NO E TYPE (FT) 35 11.5 36 11.5 37 11.5 G1 9.0 D 9.0 C 9.0 ~1 2.0 DISCH 2.0 SUCT 2.0 BASE -3.0 BF-O 1.5 BF-I 1 .5 CITY 1.5 HOSE S TRE(~~1 SOURCE STORAGE AREA PRESSURE DISCHARGE (PSI) (GP~1) 63.0 - - - 70.3 - - - 81.3 - - - 83.6 - - - 84.4 250.0 86.9 - - - 91.4 -- - - 92.2 - - - 11.8 - - - 14.3 - - - 13.4 - - - 18.4 - - - 20.0 1121.4 Page 2 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page ,'") . , JOEl TITLE: PASCO ~1ED,I CA CENTER STORAGE AREA PIPE DATt'l PIPE TAG Q( GPM ) DIA(H~) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) SU~1 . NODES (FT) ( K ) PSI) ( GPM ) F .L .1FT ( PS I ) Pipe: 1 -37.4 1.049 PL 2.00 PF 3.7 1 11.5 5.6 44.6 37.4 13.9 120 FTG ET PE 0.0 28 11.5 0.0 48.3 0.0 0.414 TL 9.00 PV 1 .3 Pipe: 2 -31.9 1.049 PL 15.00 PF t:; .-, '- . <:. 2 11.5 5.6 32.4 31.9 11.8 120 FTG E PE 0.0 3 11.5 5.6 37.6 34.3 0.308 TL 17.00 PV 0.9 Pipe: 3 -66.2 1.049 PL 2.00 PF 10.7 3 11.5 5.6 37.6 34.3 24.6 120 FTG ET PE 0.0 29 11 .5 0.0 48.3 0.0 1.191 TL 9.00 PV 4.1 Pipe: 4 -25.1 1.049 PL 12.00 PF 2.4 4 11 .5 5.6 20.1 25.1 9.3 120 FTG PE 0.0 !:' 11 .5 5.6 22.5 26.6 0.198 TL 12.00 pV 0.6 Pipe: 5 -51.7 1.049 PL 14.50 PF 17.0 5 1.1 .5 5.6 22.5 26.6 19.2 120 FTG 4E PE 0.0 6 11.5 5.6 39.5 35.2 0.754 TL 22.50 PV 2.5 Pipe: 6 -86.9 1.380 PL 9.00 PF 9.3 6 11 .5 5.6 39. !:' 35.2 18.6 120 FTG ET PE 0.0 30 11.5 0.0 48.8 0.0 0.518 TL 18.00 PV 2.3 Pipe: 7 -27.2 1.049 PL 15.00 PF 3.4 7 11.5 5.6 23.5 27.2 10.1 120 FTG PE 0.0 8 11.5 5.6 27.0 29.1 0.229 TL 15.00 PV 0.7 Pipe: 8 -56.3 1.380 PL 15.00 PF 6.3 8 11.5 5.6 27.0 29.1 12.1 120 FTG 4E PE 0.0 9 11 .5 5.6 33.2 32.3 0.232 TL 27.00 PV 1 .0 Pipe: 9 -88.6 1.380 PL 14.00 PF 7.5 9 11 .5 5.6 33.2 32.3 19.0 120 FTG PE 0.0 10 11.5 5.6 40.8 35.8 0.537 TL 14.00 PV 2.4 Pipe: 10 -124.3 1.610 PL 7.00 PF 9.0 10 11.5 5.6 40.8 35.8 19.6 120 FTG ET PE 0.0 31 11.5 0.0 49.8 0.0 0.474 TL 19.00 PV 2.6 Pipe: 11 -24.0 1.049 PL 14.00 PF 2.6 11 11.5 5.6 18.4 24.0 8.9 120 FTG PE 0.0 1'''' 11.5 5.6 20.9 25.6 0.182 TL 14.00 PV 0.5 ,- Pipe: 12 -49.6 1.380 PL 12.00 PF .-, ..., L .. ~~ 1 ..., 11 .5 5.6 20.9 25.6 10.6 120 FTG PE 0.0 <:. 13 11.5 5.6 23.1 26.9 0.184 TL 12.00 P\) O.t) Pipe: 13 -76.5 1.380 PL 17.00 PF 11.9 13 11.5 5.6 23.1 26.9 16.4 120 FTG 4E PE 0.0 14 11.5 5.6 35.0 33.1 0.410 TL 29.00 PV 1 .8 SPRH.\KL.r-<: SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: PASCO MEDIU-'\ CENTER STORAGE AREA PIPE DATA ( cont ' d ) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS ) Hl-K C) (FT) SU~1 . NODE ~, (FT) (K) PSI) ( GPM ) F.L .1FT ( PS I ) pipe: 14 -109.7 1.610 PL 14.00 PF 5.3 14 11.5 5.6 35.0 33.1 17.3 120 FTG PE 0.0 1~) 11.5 5.6 40.3 35.5 0.376 TL 14.00 PV 2.0 pipe: 15 -145.2 1.610 PL 7.00 PF 12.0 15 11.5 5.6 40.3 35.5 22.9 120 FTG ET PE 0.0 32 11.5 0.0 52.3 0.0 0.633 TL 19.00 PV 3 . !:, pipe: 16 -27.2 1.049 PL 15.00 PF 3.4 16 11 .5 5.6 23.6 27.2 10.1 120 FTG PE 0.0 17 11.5 5.6 27.0 29.1 0.229 TL 15.00 PV 0.7 pipe: 17 -56.3 1.380 PL 16.00 PF 6.5 17 11.5 5.6 27.0 29.1 12.1 120 FTG 4E PE 0.0 18 11.5 5.6 33.5 32.4 0.232 TL 28.00 PV 1.0 pipe: 18 -88.7 1.610 PL 14.00 PF 3.6 18 11.5 5.6 33.5 32.4 14.0 120 FTG PE 0.0 19 11.5 5.6 37.0 34.1 0.254 TL 14.00 PV 1.3 pipe: 19 -122.8 1.610 PL 13.00 PF 6.0 19 11.5 5.r: j7.0 34.1 19.3 120 FTG PE 0.0 20 11.5 43.1 36.8 0.464 TL 13.00 PV 2. :) pipe: 20 -159.5 1.610 PL 3.00 PF 11.3 20 11.5 43.1 36.8 25.1 120 FTG ET PE 0.0 33 11.5 54.4 0.0 0.753 TL 15.00 PV 4.3 pipe: 21 -29.6 1.049 PL 12.00 PF 3 ') . <- 21 11.5 5. 27.9 29.6 11.0 120 FTG PE 0.0 22 11.5 31.1 31.2 0.268 TL 12.00 PV 0.8 pipe: 22 -60.8 1.380 PL 18.00 PF 8.0 22 11.5 5.6 31.1 31.2 13.0 120 FTG 4E PE 0.0 23 11.5 5.6 39.1 35.0 0.268 TL 30.00 PV 1 . 1 pipe: 23 -95.8 1.380 PL 14.00 PF 8.7 23 11.5 5 6 39.1 35.0 20.6 120 FTG PE 0.0 24 11.5 5 6 47.8 38.7 0.621 TL 14.00 PV 2.e pipe: 24 -134.5 1.610 PL 7.00 PF 10.4 24 11.5 5.6 47.8 38.7 21.2 120 FTG ET PE 0.0 34 11.5 0.0 58.2 0.0 0.549 TL 19.00 PV 3.0 pipe: 25 -35.0 1.049 PL 15.00 PF 5.5 25 11.5 .6 39.1 35.0 13.0 120 FTG PE 0.0 26 11.5 .6 44.7 37.4 0.367 TL 15.00 PV 1 .1 pipe: 26 -72.5 1.049 PL 6.00 PF 18.3 26 11.5 .6 44.7 37.4 26.9 120 FTG ET PE 0.0 3S 11.5 .0 63.0 0.0 1.408 TL 13.00 PV 4.9 SPRINKL R SYSTEM HYDRAULIC ANALYSIS Page ,- .) JOB TITLE: PASCO t--1EDICAL CENTER STORAGE AREA PIPE DATA (cont'd) PIPE TAG Qe GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL(FPS) Ht.J( C ) (FT) SUM. NODES ( FT ) ( K ) ( PS I ) ( GPM ) F .L .1FT ( PS I ) Pipe: 27 -45.0 1.049 PL 3.00 PF 5.l3 27 11.5 5.6 64.5 45.0 16.7 120 FTG ET PE 0.0 36 11.5 0.0 70.3 0.0 0.582 TL 10.00 PV 1.9 Pipe: 28 -37.4 2.635 PL 9.00 PF 0.0 28 11.5 0.0 48.3 0.0 2.2 120 FTG PE 0.0 29 11 .5 0.0 48.3 0.0 0.005 TL 9.00 PV 0.0 Pipe: 29 -103.6 2.635 PL 15.00 PF 0.5 29 11 .5 0.0 48.3 0.0 6.1 120 FTG PE 0.0 30 11 .5 0.0 48.8 0.0 0.031 TL 15.00 PV 0.2 Pipe: 30 -190.4 2.635 PL 10.50 PF 1.0 30 11.5 0.0 48.8 0.0 11.2 120 FTG PE 0.0 31 11.5 0.0 49.8 0.0 0.095 TL 10.::,0 PV 0.8 Pipe: 31 -314.7 2.635 PL 10.50 PF 2.5 31 11.5 0.0 49.8 0.0 18.5 120 FTG PE 0.0 32 11.5 0.0 52.3 0.0 0.240 TL 10.50 PV 2.3 Pipe: 32 -460.0 3.260 PL 7.00 PF 2.1 32 11.5 0.0 52.3 0.0 17.7 120 FTG L PE 0.0 33 11 .5 0.0 54.4 0.0 0.172 TL 12.00 PV 2.1 Pipe: 33 -619.5 3.260 PL 8.00 PF '") 0 __1 R / 33 11 .5 0.0 54.4 0.0 23.8 120 FTG L PE 0.0 34 11 .5 0.0 58.2 0.0 0.298 TL 13.00 PV 3.8 Pipe: 34 -754.0 3.260 PL 11.00 PF 4 -1 . . J 34 11.5 0.0 58.2 0.0 29.0 120 FTG PE 0.0 35 11 .5 0.0 63.0 0.0 0.429 TL 11.00 PV 5.7 Pipe: 35 -826.5 3.260 PL 14.42 PF 7.3 35 11 .~, 0.0 63.0 0.0 31.8 120 FTG PE 0.0 36 11.5 0.0 70.3 0.0 0.508 TL 14.42 PV 6.8 Pipe: 36 -871.4 4.260 PL 62.00 PF 11.0 36 11.5 0.0 70.3 0.0 19.6 120 FTG E PE 0.0 37 11.5 0.0 81.3 0.0 o . 152 TL 72.00 PV 2.6 Pipe: 37 -871.4 4.260 PL 6.00 PF 1 .2 37 11.5 0.0 81 .3 0.0 19.6 120 FTG G PE 1 . 1 G1 9.0 0.0 83.6 0.0 0.152 TL 8.00 PV 2.6 Pipe: 38 -871.4 6.357 PL 8.00 PF 0.9 G1 9.0 0.0 83.6 0.0 8.8 120 FTG TG PE 0.0 D 9.0 H.S. 84.4 250.0 0.022 TL 41 .00 PV 0.:::; Pipe: 39 -1121.4 6.357 PL 41.50 PF 2 .. ~~ D 9.0 H.5. 84.4 250.0 11.3 120 FTG T PE 0.0 C 9.0 0.0 86.9 0.0 0.035 TL 71.50 PV 0.9 SPRINK ER SYS TEt1 HYDRAULIC ANALYSIS Page 6 JOB TITLE: PASCO t1EDICA CENTER STORAGE AREA PIPE DATA ( cont 'd) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL(FPS) HW( C ) (FT) SUM. NODES (FT) ( K ) PSI) ( GPM ) F.L./FT ( PSI) Pipe: 40 -1121.4 8.071 PL 132.00 PF 1 .4 C 9.0 0.0 86.9 0.0 7.0 120 FTG PE 3.0 A 2.0 0.0 91.4 0.0 0.011 TL 132.00 PV 0.3 Pipe: 41 -1121.4 8.071 PL 10.00 PF 0.8 A 2.0 0.0 91.4 0.0 7.0 120 FTG ECG PE 0.0 DISCH 2.0 0.0 92.2 0.0 0.011 TL 77.00 PV 0.3 Pipe: 42 IRE PUMP Rating: 1500.0 gpm (~ 100.0 psi sueT 2.0 0.0 11.8 0.0 Avail. : 1121.4 gpm ~ 107.6 PSl DISCH 2.0 0.0 92.2 0.0 Req 'd.: 1121.4 gpm @ 80.4 psi User Defined Pump urve: gpm psi gpm psi 0.0 120.0 1500.0 100.0 500.0 112.0 2250.0 66.0 1000.0 110.0 Pipe: 43 -1121.4 8.071 PL 10.00 PF 0.3 SUCT 2.0 0.0 11.8 0.0 7.0 120 FTG EC; PE ? "') L_ .. 1_ BA~,E -3.0 0.0 14.3 0.0 0.011 TL 32.00 PV 0.3 Pipe: 44 -1121.4 8.071 PL 40.00 PF 1.0 BASE -3.0 0.0 14.3 0.0 7.0 140 FTG E3LG PE 1 .9 BF-O 1 ..5 0.0 13.4 0.0 0.008 TL 121.13 PV 0.3 Pipe: 45 FIXED PRESSURE LOSS DEVICE BF-I 1.5 0.0 18.4 0.0 5.0 psi, 1121.4 gpm BF-O 1.5 0.0 13.4 0.0 Pipe: 46 -1121.4 8.071 PL 90.00 PF 1 .6 BF-I 1 .5 0.0 18.4 0.0 7.0 140 FTG T3t_2G PE 0.0 CITY 1.5 SRCE _0.0 ( N/A ) 0.008 TL 199.06 PV 0.3 (2) The system has been balanced to provide an average imbalance at each n de of 0.003 gpm and a maximum imbalance at any no e of 0.061 gpm. NOTES: (1) Calculations were p.rformed by the HASS 5.5.0 computer program under license 8L203 granted by ystems, I nc . Ranchwood Dr., N.E. ta, GA 30345 (3) Velocity pressures re printed for information only, and are not used in balanci 9 the system. Maximum water velocity in any pipe is 31.8 ft sec. SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITL.E: PASCO ~1EDICA CENTER STORAGE AREA ( 4 ) PIPE FITTINGS TABL Pipe Table Name: TANDARD.PIP PAGE: A : S40 HWC: 120 Diameter quivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.071 18.00 5.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINK ER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: PASCO MEDICA CENTER WATER SUPPLY CURVE STORAGE AREA 60+ 55+ 50:1:\ \ \ \ \ \ \ \ \ \ \\\\\\\ \\ * (-48.0 psi ~ 1095 gpmO Flow Test Point 45+ '''' , , , , I P 40+ R E S S 35+ U R E 30+ ( , I P , , S I , I 25+ ) 20+ I , , , , , 15+ , , I I '------------------ ,------------------ x ----------- ----------- 10+ I , : X = I , 5+ , , I I , I LEGEND Required Wate Supply 20.00 psi @ 111.4 gpm o = Available Wat r Supply 47.91 psi ~ 11 1.4 gpm 0++-+---+---.-+_____+ _____+________+________+_________+___________+ 400 600 800 100 1200 1400 1600 1800 2000 FLOW (GPM) ... PHYRHILLS, FLORIDA HYDRAULIC CALCULATIONS FOR PASCO MEDICAL MEDICAL CENTER STORAGE AREA DATE: APRIL 8, 1992 DESIGN DATA: OCCUPAN.Y CLASSIFICATION: STORAGE HAZARD F.M. DENSITY .20 GPM / SQ. FT. AREA OF APPLICATION 3000 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER 130 SQ. FT. ACTUAL COVERAGE PER SPRINKLER 120 SQ. FT. NUMBER F SPRINKLERS CALCULATED 27 TOTAL W TER REOUIRED AT SOURCE 1121 GPM 20 PSI NAME OF ENGINEER 0 RECORD: PENINSULA ENGINEERING GROUP, INC. 644 CHERRY STREET WINTER PARK. FLORIDA 32789 NAME OF DE~,IGNER HARVEY WILCOX AUTHORITY HAVING JU ISDICTION NO. OF SPRINKL RS 27 H.R.S. OF FLORIDA & FACTORY MUTUAL .RAULIC PLACARD INFORMATION LOCATION TIES Bl_DG. BASIS OF ITY: .20 GPM / SO. FT. DES GNED AREA OF DEMAND: 3000 SQ. FT. SYSTEM DEMAND: GPM DISCHARGE AT CONN TO RISER: 871.4 GPM PSI REQUIRED AT CONN TO RISER: 84.4 PSI SPRIN LER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: PASCO MEDIC NODE TAG ELEVATION N (FT) STORAGE AREA PRESSURE DISCHARGE (PSI) (GPM) 35 36 11 .5 11.5 11.5 9.0 9.0 9.0 2.0 2.0 2.0 -3.0 1 .5 1 .5 1 .5 - - - - 63.0 - - - 70.3 - - - - - - - 81 .3 - - - - - - - 83.6 - - - HOSE S TRE(~M 84.4 250.0 - - - - 86.9 - - - - - - - 91 .4 - - - - - - - 92.2 - - - - - - - 11 .8 - - - 14.3 - - - - - - - 13.4 - - - 18.4 - - - SOURCE 20.0 1121 .4 37 Gl D C A DISCH SUCT BASE BF-O BF-I CITY Page 2 SPRIN LER SYSTEM HYDRAULIC AI'~AL YSIS Page 3 JOB TITLE: PASCO t1ED I C L CENTER STORAGE AREA PIPE DATA PIPE TAG Q( GPM ) DIA(IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) SU~1 . NODES (FT) ( K ) ( PSI) ( GPM ) F.L./FT ( PS I ) Pipe: 1 -37.4 1.049 PL 2.00 PF 3.7 1 11.5 5.6 44.6 37.4 13.9 120 FTG ET PE 0.0 28 11.5 0.0 48.3 0.0 0.414 TL 9.00 PV 1.3 Pipe: 2 -31.9 1.049 PL 15.00 PF 5.2 2 11.5 5.6 32.4 31.9 11.8 120 FTG E PE 0.0 3 11. 5 5.6 37.6 34.3 0.308 TL 17.00 PV 0.9 Pipe: 3 -66.2 1.049 PL 2.00 PF 10.7 '? 11 .5 5.6 37.6 34.3 24.6 120 FTG ET PE 0.0 ~, 29 11.5 0.0 48.3 0.0 1.191 TL 9.00 PV 4.1 Pipe: 4 -25.1 1.049 PL 12.00 PF 2.4 4 11.5 5.6 20.1 25.1 9.3 120 FTG PE 0.0 5 11.5 5.6 22.5 26.6 0.198 TL 12.00 PV 0.6 Pipe: 5 -51.7 1.049 PL 14.50 PF 17.0 5 11.5 5.6 22.5 26.6 19.2 120 FTG 4E PE 0.0 6 11 .5 5.6 39.5 3.5.2 0.754 TL 22.50 PV 2.5 Pipe: 6 -86.9 1.380 PL 9.00 PF 9.3 6 11.5 5.6 39.5 35.2 18.6 120 FTG ET PE 0.0 30 11 .5 0.0 48.8 0.0 0.518 TL 18.00 PV 2.3 Pipe: 7 -27.2 1.049 PL 15.00 PF 3.4 7 11 .5 5.6 23.5 27.2 10.1 120 FTG PE 0.0 8 11.5 5.6 27.0 29.1 0.229 TL 15.00 P\i 0.7 Pipe: 8 -56.3 1.380 PL 15.00 PF 6.3 8 11.5 5.6 27.0 29.1 12.1 120 FTG 4E PE 0.0 9 11 .5 5.6 33.2 32.3 0.232 TL 27.00 PV 1 .0 Pipe: 9 -88.6 1.380 PL 14.00 PF 7.5 9 11 .!:' 5.6 33.2 32.3 19.0 120 FTG PE 0.0. 10 11.5 5.6 40.8 35.8 0.537 TL 14.00 PV 2.4 Pipe: 10 -124.3 1.610 PL 7.00 PF 9.0 10 11.5 5.6 40.8 35.8 19.6 120 FTG ET PE 0.0 31 11.5 0.0 49.8 0.0 0.474 TL 19.00 PV 2.6 Pipe: 11 -24.0 1.049 PL 14.00 PF 2.6 11 11.5 5.6 18.4 24.0 8.9 120 FTG PE 0.0 12 11.5 5.6 _0.9 25.6 0.182 TL 14.00 PV 0.5 Pipe: 12 -49.6 1.380 PL 12.00 PF 2.2 12 11 .5 5.6 0.9 25.6 10.6 120 FTG PE 0.0 13 11.5 5.6 _3.1 26.9 0.184 TL 12.00 PV 0.8 Pipe: 13 -76.5 1.380 PL 17.00 PF 11 .q 13 11 .5 5.6 3.1 26.9 16.4 120 FTG 4E PE 0.0 14 11.5 5.6 5.0 33.1 0.410 TL 29.00 PV 1.8 SPRIN LER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: PASCO MEDIC L CENTER STORAGE AREA PIPE DATA (cant'd) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) Hl.J( C) (FT) SUM. NODES (FT) ( K ) ( PS I ) ( GPM ) F.L./FT ( PSI) Pipe: 14 -109.7 1.610 PL 14.00 PF 5.3 14 11.5 5.6 35.0 33.1 17.3 120 FTG PE 0.0 15 11.5 5.6 40.3 35.5 0.376 TL 14.00 PV 2.0 Pipe: 15 -145.2 1.610 PL 7.00 PF 12.0 15 11 .5 5.6 40.3 35.5 22.9 120 FTG ET PE 0.0 32 11.5 0.0 52.3 0.0 0.633 TL 19.00 PV 3.5 Pipe: 16 -27.2 1.049 PL 15.00 PF: 3.4 16 11 .5 5.6 23.6 27.2 10.1 120 F-"TG PE 0.0 17 11.5 5.6 27.0 29.1 0.229 TL 15.00 PV 0.7 Pipe: 17 -56.3 1.380 PL 16.00 PF 6.5 17 11 . ,5 5.6 27.0 29.1 12.1 120 FTG 4E PE 0.0 18 11.5 5.6 33.5 32.4 0.232 TL 28.00 PV 1.0 Pipe: 18 -88.7 1.610 Pl_ 14.00 PF 3.6 18 11 .5 5.6 33.5 32.4 14.0 120 FTG PE 0.0 19 11. ,5 ,5.6 37.0 34.1 0.254 TL 14.00 PV 1 .3 Pipe: 19 -122.8 1.610 PL 13.00 PF 6.0 19 11.5 5.6 37.0 34.1 19.3 120 FTG PE 0.0 20 11 .5 5.6 43.1 36.8 0.464 TL 13.00 PV 2.5 Pipe: 20 -159.5 1.610 PL 3.00 PF 11.3 20 11.5 5.6 43.1 36.8 25.1 120 FTG ET PE 0.0 ')') 11 .5 0.0 54.4 0.0 0.753 TL 15.00 PV 4.3 '-' ,-' Pipe: 21 -29.6 1.049 PL 12.00 PF 3.2 21 11.5 5.6 27.9 29.6 11.0 120 FTG PE 0.0 22 11. 5 5.6 31 .1 31.2 0.268 TL 12.00 PV 0.8 Pipe: 22 -60.8 1.380 PL 18.00 PF 8.0 22 11.5 5.6 31 .1 31.2 13.0 120 FTG 4E PE 0.0 ...,..., 11.5 5.6 39.1 35.0 0.268 TL 30.00 PV 1 . 1 <C...... Pipe: 23 -95.8 1.380 PL 14.00 PF 8.7 23 11.5 .5.6 9.1 35.0 20.6 120 FTG PE 0.0 24 11 .5 5.6 7.8 38.7 0.621 TL 14.00 PV 2.8 Pipe: 24 -134.5 1.610 PL 7.00 PF 10.4 24 11 .5 5.6 7.8 38.7 21.2 120 FTG ET PE 0.0 34 11.5 0.0 8.2 0.0 0.549 TL 19.00 PV 3.0 Pipe: 25 -35.0 1.049 PL 15.00 PF 5 ~ ~l 25 11.5 5.6 9.1 35.0 13.0 120 FTG PE 0.0 26 11.5 5.6 4.7 37.4 0.367 TL 15.00 PV 1 .1 Pipe: 26 -72.5 1.049 PL 6.00 PF 18.3 26 11.5 5.6 4.7 37.4 26.9 120 FTG ET PE 0.0 35 11 .5 0.0 3.0 0.0 1.408 TL 13.00 PV 4 q SPRIN LER SYSTa1 HYDRAULIC ANALYSIS Page 5 JOB TITLE: PASCO MEDIC L CENTER STORAGE AREA PIPE DATA (cont'd) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. NODES ( FT ) ( K ) PSI) ( GPM ) F.L.lFT ( PS I ) Pipe: 27 -45.0 1 .049 PL 3.00 PF 5.8 27 11 .5 5.6 64.5 45.0 16.7 120 FTG ET PE 0.0 36 11.5 0.0 70.3 0.0 0.582 TL 10.00 PV 1 .9 Pipe: 28 -37.4 2.635 PL 9.00 PF 0.0 28 11 ..5 0.0 48.3 0.0 2.2 120 FTG PE 0.0 29 11.5 0.0 48.3 0.0 0.005 TL 9.00 PV 0.0 Pipe: 29 -103.6 2.635 PL 15.00 PF o .~) 29 11 .5 0.0 48.3 0.0 6.1 120 FTG PE 0.0 30 11.5 0.0 48.8 0.0 0.031 TL 15.00 PV 0.2 Pipe: 30 -190.4 2.635 PL 10.50 PF 1.0 30 11.5 0.0 48.8 0.0 11.2 120 FTG PE 0.0 31 11 .5 0.0 49.8 0.0 0.095 TL 10.50 PV 0.8 Pipe: 31 -314.7 2.635 PL 10.50 PF 2.5 31 11.5 0.0 49.8 0.0 18.5 120 FTG PE 0.0 32 11 .5 0.0 52.3 0.0 0.240 TL 10.50 P\I 2.3 Pipe: 32 -460.0 3.260 PL 7.00 PF 2.1 32 11.5 0.0 52.3 0.0 17.7 120 FTG L PE 0.0 33 11.5 0.0 54.4 0.0 0.172 TL 12.00 PV 2.1 Pipe: 33 -619.5 3.260 PL 8.00 PF 3.9 33 11 .5 0.0 54.4 0.0 23.8 120 FTG L PE 0.0 34 11.5 0.0 58.2 0.0 0.298 TL 13.00 PV 3.8 Pipe: 34 -754.0 3.260 PL 11.00 PF 4 -7 . I 34 11.5 0.0 58.2 0.0 29.0 120 FTG PE 0.0 3!S 11 .5 0.0 63.0 0.0 0.429 TL 11.00 PV 5.7 Pipe: 35 -826.5 3.260 PL 14.42 PF 7.3 35 11.5 0.0 63.0 0.0 31.8 120 FTG PE 0.0 36 11 .5 0.0 70.3 0.0 0.508 TL 14.42 PV 6.8 Pipe: 36 -871.4 4.260 PL 62.00 PF 11.0 36 11.5 0.0 70.3 0.0 19.6 120 FTG E PE 0.0 37 11.5 0.0 81.3 0.0 0.152 TL 72.00 PV 2.6 Pipe: 37 -871.4 4.260 PL 6.00 PF 1.2 37 11 .5 0.0 81.3 0.0 19.6 120 FTG G PE 1 . 1. G1 9.0 0.0 83.6 0.0 0.152 TL 8.00 PV 2.6 Pipe: 38 -871.4 6.357 PL 8.00 PF 0.9 G1 9.0 0.0 3.6 0.0 8.8 120 FTG TG PE 0.0 D 9.0 H.S. 4.4 250.0 0.022 TL 41.00 PV 0.5 Pipe: 39 -1121.4 6.357 PL 41.50 PF 2.5 D 9.0 H.5. 4.4 250.0 11.3 120 FTG T PE 0.0 C 9.0 0.0 6.9 0.0 0.035 TL 71.50 PV o Q ~:,PRIN LER S YS TEt1 HYDRAULIC ANALYSIS Page 6 JOB TITLE: PASCO MEDIC L CENTER STORAGE AREA PIPE Dfnf'-~ ( cont ' d) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL(FPS) HW( C ) (FT) SUM. NODES (FT) ( K ) ( PS I ) ( GPM ) F.L./FT ( PS I ) Pipe: 40 -1121.4 8.071 PL 132.00 PF 1 .4 C 9.0 0.0 86.9 0.0 7.0 120 FTG PE 3.0 A 2.0 0.0 91.4 0.0 0.011 TL 132.00 PV 0.3 Pipe: 41 -1121.4 8.071 PL 10.00 PF 0.8 A 2.0 0.0 91.4 0.0 7.0 120 FTG ECG PE 0.0 DISCH 2.0 0.0 92.2 0.0 0.011 TL 77.00 PV 0.3 Pipe: 42 IRE PUMP Rating: 1500.0 gpm @ 100.0 psi SUCT 2.0 0.0 11.8 0.0 Avail. : 1121.4 gpm @ 107.6 psi DISCH ... 2.0 0.0 92.2 0.0 Req'd. : 1121.4 g 80.4 psi gpm User Defined Pump urve: gpm psi gpm psi 0.0 120.0 1500.0 100.0 500.0 112.0 2250.0 66.0 1000.0 110.0 Pipe: 43 -1121.4 8.071 PL 10.00 PF 0.3 SUCT 2.0 0.0 11.8 0.0 7.0 120 FTG EG PE 2.2 BASE -3.0 0.0 14.3 0.0 0.011 TL 32.00 PV 0.3 Pipe: 44 -1121.4 8.071 PL 40.00 PF 1.0 BASE -3.0 0.0 14.3 0.0 7.0 140 FTG E3LG PE 1.9 BF-O 1 ..5 0.0 13.4 0.0 0.008 TL 121.13 PV 0.3 Pipe: 45 FIXED PRESSURE LOSS DEVICE BF--I 1.5 0.0 18.4 0.0 5.0 psi, 1121.4 gpm BF-O 1.5 0.0 13.4 0.0 Pipe: 46 -1121.4 8.071 PL 90.00 PF 1 .6 BF-I 1 .5 0.0 18.4 0.0 7.0 140 FTG T3L2G PE 0.0 CITY 1.5 ~3RCE 20.0 ( N/A ) 0.008 TL 199.06 PV 0.:3 NOTES: (1) Calculations were under license no. HRS 219 (-\tl (2) The system has bee imbalance at each imbalance at any n erformed by the HASS 28L203 granted by Systems, I nc . Ranchwood Dr., N.E. nta, GA 30345 5.5.0 computer program balanced to provide an average ode of 0.003 gpm and a maximum e of 0.061 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 31.8 ft sec. JOB TITLE: PASCO MEDIC SPRIN LER SYSTEM HYDRAULIC ANALYSIS CENTER STORAGE AREA (4) PIPE FITTINGS TAB Page 7 Pipe Table Name: STANDARD.PIP PAGE: A MATERIA : S40 HWC: 120 Diameter quivalent Fitting Lengths in Feet ( in) E T L C 8 G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 S.OO 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1 .00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.071 18.00 5.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRIN LER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: PASCO MEDIC L CENTER WATER SUPPLY CURVE STORAGE AREA 60+ 1 I 1 1 I , 55+ 1 I 1 1 I I 50:1::\ \ \ \ \ \ \ \ \ \ \\\\\\\ \\ * <-48.0 psi @ 1095 gpmO Flow Test Point 45+ ,... I I I I 1 P 40+ R E S S 35+ U R E ( P 30+ 1 I I , , 1 I 25+ ) : I I 1 1 20+ I 1 1 I I I 15+ I I , I ,----------------- 1----------------- x ,- ,') ------------ ------------ x ,- Requi red 20.00 psi Supply 1.4 gpm 10+ 5+ o = Available Wat r Supply 47.91 psi @ 11 1.4 gpm 0++-+---+----+-____+ _____+________+________+_________+________.___+ 400 600 800 100 1200 1400 1600 1800 2000 FLOW (GPM) ~ the edge grou . p.a. H~ BUNKER ROAD. WEST P M BEACH FLORIDA 33~05-36D~ '1:0.7/ 65-D307 East Pasco Medical Center Skilled Nursing Unit zephyrhills, Florida Project #9101 HRS Log H-425-J/CON @651S ADDENDUM NUMBER 7 A ril 17 1992 The purpose of this Addendum i by modifications to the skille is CON exempt. to make modifications to the original documents required Nursing Unit and an Expanded Program (not part of SNU) that The following is a description of modifications: Drawings: (copy attached) A1- Al-2 ~ ~ ..j ~ ~ It= I, 21 ,q '2_ -5',/lJ1L jt1 ;U<}- L Al-5 A3-1 A3-2 A3-3 A4-1 A4-2 A4-3 A4-4 A4-5 A4-6 A4-7 A5-1 A5-2 A5-3 A5-4 A5-5 A5-6 A6-1 S-l S-2 S-3 S-4 - Revised title and index - Relocated exit stair; new loading dock and linen areas; added parking. - Relocated exit stair; new loading dock; revised exit. calculations. - Relocated exit stair; added offices (CON exempt); added dock roof. - Relocated exit stair; revised roof of SNU and dock; deleted Skylights. - Revised to reflect interior changes (offices, stair, loading dock). - Deleted. - New building section drawing. - Relocated exit stair; added offices (CON exempt); relocated exit stair. - Relocated exit stair; added offices; deleted Skylights; relocated exit stair. - No change. - Deleted. - Relocated stair plans and details (new drawing) . - liS" scale drawing of Loading Dock, Dumpster, Linen (new drawing) - Interior elevations (new drawing). - Modifications to Sections 2, 3 and 4. - Modifications to Sections 1 and 4, deleted 2. - Modifications to Details 13, 11, 12, 10, 14. - Added stair S-l. - Deleted. Sections No change. Deleted - Replaced with new S-l. Al-3 Al-4 (new drawing). New Drawing J",/77,1J 'I ~ ~I~ 1 I).- ! lf~0907-01 P- P- P- FP 1 FP 2 FP- M-1 M-2 M-3 M-4 E-1 - Revised sanitary and water p1p1ng for staff Toilet and added sanitary for future Third Floor. - Added plumbing for Loading Dock area, and revised sanitary riser diagram. - Revised water riser diagram. - Revised fire protection piping and head locations for floor plan changes. - Revised partial site plan and added sections for stair S-l. - Loading Dock fire protection (new drawing). - Revised ductwork for floor plan changes. Added fan coil FCU-H. - Revised Section # 1, revised detail and removed stair floor plan. - Revised schedules, and added heating coil schedule. - Loading Dock HVAC plan (new drawing). - In Alcove 109A changed light fixture to coordinate with A/C. - Reference note in stair S-1 reference to Sheet E-5. - Conduit routing to light in First Floor storage changed. E-2 - No change. E-3 - No change. E-4 - Light Fixture U, V and W - type changed. E-5 - No change. E-6 - No change. E-7 - Light Fixture layout changed (new drawing). E-8 - Revised hydraulic lift note to read, "in slab recess". - Added Exhaust Fan #2. - Added FCU #12 (new drawing) Specifications: 1) Add page RFS-3 (Room Finish Schedule) to Schedules (attached). 2) Add page DS-4 (Door chedule) to Schedules (attached). 3) Add to ES-1: Item 16 16 Stationary Lading Dock - ECOA #TAD-SZ-50-708-1-S, 208V. 3 phase, contractor furnish d and installed. 4) Page 09910-08, ADD: 2 component epoxy ystem on concrete masonry units. 1st Coat - Filler urfaces as recommended by coating manufacturer. 2nd Coat - High gl ss epoxy coating (TT-C-535, Type II). 3rd Coat - High gl ss epoxy coating (TT-C-534, Type II). 5) section 07810 - Dele d. 6) Add to Reference Det 'ls: (attached) RD-919 - Smoke and Rated Partitions adjacent to Beam. RD-920 - .. RD-921 - .. 7) Delete WS-1 and e with new WS-1 (attached). 8) Delete Page WS-1 and dd new page WS-1 (attached). 9) Section 15500 - Fire Protection. Added calculations for Loading Dock, and standpipe. Revised calculations for Storage on First Floor and revised calculations for Seco d Floor. 00907-02 10) Section 15950 - Aut matic Temperature Control. Part 2 2.13 Sequence of 0 eration 1. Add Fan Coils FCU-l , and FCU-12 to Direct Digital Control system. 2. Add Exhaust Fan (EF- ). Exhaust Fan shall be wired to run continuous. shut down on Fire Alarm. 11) Page DS-3 - Door 122 1 to have closer with auto release connected to Fire Alarm System. Enclosures: RFS-3 DS-4 WS-l RD-919 RD-920 RD-921 00907-03 o ffi CD ::E ;:) Z ::lIE o ~ ROOM NAME $-1 Stair 130 a.p Wafting 131 UtDlz. Review 132 Quality Assurance 133 Med. Staff Coordinator 134 DRG Staff 135 staff lounge/Conf. 001 loacflng Dock 002 Dunnpsters 003 Clean linen 004 SoRe<! linen 005 linen Stor 006 Storage -~-- ---. 1) Epoxy Pafnt 2) Underside of Joists ~ -- n_X FLJOR t1 5 ~ 8 ~ ~I~ 8 u: ~ ~~~ ~~~~~ . . . . . . . . . . . . . RNISH SCHEDUlE BASE ~ F !I~ . . . . . . . . . . . WALLS I, g,1 I ~ ~I I ~ ~I I 2 II ~~~~ . . . . . I ., . T I : At., : ti . I I i I I I I CEILING ~ CI) co ~ - d~~~ ~~~~ ~8f2~ ~<zt) z"'C!)2 ~ ~ ~ Vi HElGHT . 8'-0' . 8'-0' . 8'-0' I . ! 8'-0' i . 8'-0' i . I 8'-0' I . I 8'-0' I I '.ll0'/14'i . i 10'/14' I I 2 I I 2 I . . 1.1 2 2 H4 9\lNKfH ROAD WEsr PALM BEACH fLORIOA 33405-3694 407/585 9307 [ --.......Room Flnl5h 5ched l-.- East Pasco Medrcal center Skilled NursInG! Unit the edge group, p.o. i I I i i I i i 1 I I -, I ]-1-' i I ~t , I I : t-+~-t-' I i : i I I I '__+- I r-'I - I -1 I I i i i I I I : , i I i i I I ] SIGNS CI) ~ ~ a a:: --- 1 1 1 1 1 1 ) [9101.06 ) 8 RF5-3 100/""/"" ~~/((Z. o ~-1 1 S-1 2 S-1 3 _. 005 1-. 006 o .q- .q- 131 132 f--- @ 133 134 135 n ('.j "- '<t o "- N m -- " 2 :.0 Q) -- .... (fJ a ...J (? :; o ..f 1 C/J o / :::) Z C/J / U 2: l ~ /' :::) 1--- I-- ~ v E a c Q) Q::C W pq :::E ~ :z Q::C CJ CJ q W 2: <I: :z W U <I: 0.- V) Sto.lr S-1 Sto.lr S-1 Sto.lr S-1 003 1 003 2 004 Cleo.n Linen Cleo.n Linen Soiled Linen Linen Stor Storo.ge DOOR SCHEDULE MA TERIAL! (/) W q I---f (/) IZE [ I I 0::::: I- I---f q <I: I---f a.- :3 l- I LJ I---f W ::r:: (/) I (\J (/) I~ """ W :=J - Z Z ~ ~ q I---f -.J :5 u D~W I---f :=J W I 0 -.J I- -.J I- :3 <I: (/) 0.... 3'-8' '-a' 1.75' . 3'-8' '-a' 1.75' .' 3'-8' '-a' 1.75' . 4'-0' '-0' 1.75' 4'-0' ,'-a' 1.75' 4'-0' ,'-a' 1.75' 4'-0' ,'-a' 1.75' 3'-0' ,'-a' 1.75' Utlllzo. tion Rev ew 3'-0' / '-0' 1.75' . Quo.t1ty Assur. 13'-0'17 '-a' 1.75' . 1 Med. Sto.ff. Cc orc$.'-O'17'-0' 1.75' . DRG Sto.ff 3'-0" 7'-0' 1.75' .! Sto.ff conf. 3'-0' 7 -a' 1.75' . I I I r ---t-- ti -H I I I ill ~-ji I +-' =tl1 i-I ~rl I 000 .......(\Jf'-.(Y) oCX)CX)CX) OOqoq qo::::: 0::::: 0::::: a.- 0::::: LJ I_I 0::::: >Wcy:(/)W ~,,>W(/) W<I:...>CY:D -.Jcy:q::r::-.J WLLII-U B B A C 5 10. C 5 4 . C 5 11. A i C110131. C 10 3 . . . i A . IA C i A C .i I T . : A C 10 ,. 1 UI I ! JI~~OI-'. i i ~ ,A C 9 1 I I A C 10 I. A C 10 . . 10 3 I. I 10 3 ., A C 10 I I i ! I I --+-i---l~U . I I ! I . i --f---1 i i 'I i i i I 1--1: -~--+-J- : I ! II i .1_-+ ' T I ! i i i I .-+- i the edge group, p.o. [ ~"lI<O:TDoor Schedule H+ BUNKfR ROAD fl.ORJt>A 33+05-:1694 WEST PALM BEACH 407/58.5 9307 ......" .- East Pasco Mealcal Center 5kllled NursIng Unit I I i -.J W ,::::I:l <I: -.J LJ Z I---f I- <I: CY: (/) ~ 0::::: <I: L W 0::::: B 1 1/2 B 1 1/2 4' high sill I I I I I ! I I stl wro.p vert edoes stl wro.p vprt pr:lnes stl wro.p vert eolaes stl wro.p vert edoes ) r~i~LlZlb 1 {;" /l?)0 /l?)0 4h_~/cn_ le - D wINDOw SCHEDULE SIZE DET AIL (RD#) ~ (/) ~ w :::,.c: :::r: :::r: L: Q::C :::,.c: ~ L:J W ~ P=l --.J --.J L: <!: Q::C ~ r-< 0- L: --.J --.J :::J --.J :L <!: r-< W >- ~ <!: r-< :::J --.J D W :L :3 :::r: ~ I ) (/) :L <!: :::r: Q::C 14'-8 5/-0" . MATCH A 1 3/A -3 4/A5-3 7/A5-3 EXIST 18'-0" 5/-0" 1 3/A -3 4/A5-3 . MATCH A1 EXIST B 6'-0" 5'-0" 3/A -3 4/A5-3 MATCH 1 . I EXIST C N/A I I D 7/-6" 4'-0" 2 5/RD 826 1/RD826 9/RD826 2/RD826 . \lIRE E 8/-0" 7/-2" 2 3/A -3 4/A5-3 7/A5-3 . MATCH EXIST I I I i : i i --L i I I I I I I , I , I I I I i I I I ; I I I I i I i I I I I I ; I I I I I I , I L -- T I I : -L i I I I I i I_! I i , I i I I , I , I I i i ir I I I i I I 1--- I i I I I I I i i I I , I 1/ Horlzonto.l Sllollng Unit 2/ Fixeol Glo.ss ~ the edge group, p.a ( ..-............,. Window Schedu Ie ] [9i0L0b JE] H... BUNKffi ROAD ~ PAlM BEACH -- East. Pasco MedIcal Cent.er t..~ F1..OIlIOA 33405-369-4 407/585 9307 5lc.1lk!td Nurs lng Unit (!)(!) / (t){?) /(t){?) 4/z:-"}hL C\I ~ ..:t @ r<) N .......... ~ o .......... C\I 0"> 'U ClJ +"' '6 ClJ +-' (fJ o -l l') ~ o ~ I (fJ ~ / :) Z (fJ / U :::-; Q. W ./ ~ Cl ClJ E o c ClJ ,- .... .._ o.\&WC\~~1tJ.DWa La........... n./03/:J' . Oftn" ----r " :: ~ ~ ., Ii 1: II ;: :: ~J 1/ ,. :: ., :1 :' ~ 9 ~ n... ~ :z:: ::> ~ SffiA'IID nRlTROfflNG ----RUNNER FASltNill AT 2'-0" O.c. STEEL 0Ct>.M (SEE S-rnUC1URAL) CA\1T1 fULLY f'ACl\ID 'lo1TH ltfRMAfIl3fR SAflNG ~ SMOKE Qnd RA ED PART, ADJ, to BEAM CTYP) stAlEo 1 112" = 1'-0' ------------ ----- --------- ---------- ~ j!:: '-' 9 @ 5 n... ~ 5 ~ '" ..... Sf'RA'IID flREPROfflNG 2" x 2" x 20 GA. GALV. AMGIL RETAINER FASTEN TO CECK 2'-0" O.c. &: ;..met: G"rf' llD INTO AMGIL RUNNfR FASTfNro AT 2'-0" O.c. S1m.. BEAM (SEE S-rnU C1URAL) SMOKE a-nd RA ED PART, ADJ, to BEAM CTYP) SCAlE, 1 112" = 1'-0' the edge group, p.a [ -"~ted Wall Adj. to Beam )[;101.06 --- i=aet. Fasco MedIcal Cent.er RD-919 Skilled Nur.1 Unit .... BUNKER ROAD fLORIDA 33.05-369. WEST PALM BEA .07/585 930 rn. _ ",:~..t.,\$NU\""-020.0WC 1.4.t. MftMi 02./0J/J1 . 0.:24 ----------------- ------------ RUNNER FASlINED AT 2'- SFRA'rID I'ftPRCfflNG SlID.. flI'AM (SEE SlRUCTIJRAL) 2 1/2" STU:lS-SArE SFACf AS V 20 Go QJf'S 24' O. C. FAS11:N ~~ SFRA Y AlIUT TI GHT TO flRfl"ROCfiN G 2 1/2" J--RUN~ FASIfN TO Z at'S SMOKE Qnd RA ED PART, ADJ, to BEAM CTYP) SCAlE. 1 1/2' = 1'-0' ---------------- -------------- ------- :1 R~ FASlINED AT 2'-0. O.G. SFRA'lID FlREffiOfflNG Slill. flI'AM (SEE SlRUCTIJRAL) 2 1/2" STI.lDS- SAI1f: SF A Cf AS V r :/ I--. ----FAS11:N G'Tf'SUM OOARD FULL t1:JGHT , ---1 CR 2 Hr f'M1111ON ---------- -------------- 2 1/2" J-- RUNNER SMOKE Qnd RA T D PART, ADJ, to BEAM CTYP) SCAlE. 1 1/2' = 1'-0' ~ '1-4-< BUNKER ROAD Fl.ORIDA 334<lS-369'1- ~ST PALM BEACH 4<l7/S8S 9307 ( Rat~d Wa II Adj. to Beam -- Eaet Pasco MedIca 1 Center 5Ic.llled Nur.ln Unit ) 1;-;1.06 AD-920 the edge group. p.o. Ie ~ ~\fI'V;:\st",,\JIU)....t1.l1WO L.l.t......... "/03/3' . oeu. ________n._ ____________ __________~_~~____.____~____ ----------------- ------------ ------- RUNNER FASTENED AT 2'-0 D.C. SffiA'rID flREf'ROfflN G S1m.. 0CAI1 (::u: SlRUCTIJRAL) 10. MINMUM L ASltN G"l'f'SUM fULL H:JGtiT . -----1 00 '2. Hr P Ail.TIilON SMOKE Qnd RATED PART, ADJ. to BEAM (TYP) SCA\LI 1 112' .. 1'-0' ---------~------ ----------- ------- SPRA'rID flRfJ>ROfflNG L ~ ~ 1:: ::nm.. llEAM (Sff SlRUCTIJRAL) ~ N 1l1ERMA-F1efR SAff' G AS . 20 GA. Z-aJP 0'2."'. D.C. \: I FASltN ~ SPRA'11NG 'j;.. I ): 1-............._ -__ RUNNffi- FASim TO Z- aJP : I ~l rn '2. rt- PMl1l1O'l SMOkE Qnd RAT D PART, ADJ, to BEAM (TYP) SCALf) 1 \Ia' .. 1'--0' ~ the edge group, p.o. L-...~ted Wall Adj. to Beam }['.;)0"1.06 J ~~ eLJNKEI\ ROAO fl'LORlbA 334<l5-:}69+ ~ST P Au.. BEACH +07/585 9307 I"'ftOJ["CT~ Ec3et Fasco MedIca' Center Skilled Nurelnq (.;nlt RD-921 '. ~ the edge grou . p.a. 444 BUNKER ROAD. WEST P LI.4 BEACH FLORIDA 33405-36g4 40.7 65-gJOT East Pasco Medical Center Skilled NursIng Unit Zephyrhills,.Florida Project #9101 HRS Log H-425-J/CON @6518 ADDENDUM NUMBER 7 A ril 17 1992 The purpose of this Addendum i by modifications to the ski lIe is CON exempt. to make modifications to the original documents required Nursing Unit and an Expanded Program (not part of SNU) that The following is a description of modifications: Drawings: (copy attached) jb I, ?-f ,.elL 'S r- fl t1 Ljvf tL I9L Al-3 Al-4 Al-5 A3-1 A3-2 A3-3 A4-1 A4-2 A4-3 A4-4 A4-5 A4-6 A4-7 A5-1 A5-2 A5-3 A5-4 A5-5 A5-6 A6-1 S-l S-2 S-3 S-4 A1- Al-2 - Revised title and index - Relocated exit stair; new loading dock and linen areas; added parking. - Relocated exit stair; new loading dock; revised exit. calculations. - Relocated exit stair; added offices (CON exempt); added dock roof. - Relocated exit stair; revised roof of SNU and dock; deleted Skylights. - Revised to reflect interior changes (offices, stair, loading dock). - Deleted. - New building section drawing. - Relocated exit stair; added offices (CON exempt); relocated exit stair. - Relocated exit stair; added offices; deleted Skylights; relocated exit stair. - No change. - Deleted. - Relocated stair plans and details (new drawing) . 1/8" scale drawing of Loading Dock, Dumpster, Linen (new drawing) - Interior elevations (new drawing). - Modifications to Sections 2, 3 and 4. Modifications to Sections 1 and 4, deleted 2. Modifications to Details 13, 11, 12, 10, 14. Added stair S-l. Deleted. Sections No change. Deleted - Replaced with new S-l. (new drawing) . () ~ r1f/! ~~:1 I New Drawing 00907-01 - Revised sanitary and water piping for staff Toilet and added sanitary for future Third Floor. - Added plumbing for Loading Dock area, and revised sanitary riser diagram. - Revised water riser diagram. - Revised fire protection piping and head locations for floor plan changes. - Revised partial site plan and added sections for stair S-1. - Loading Dock fire protection (new drawing). - Revised ductwork for floor plan changes. Added fan coil FCU-H. - Revised section #1, revised detail and removed stair floor plan. - Revised schedules, and added heating coil schedule. - Loading Dock HVAC plan (new drawing). - In Alcove 109A changed light fixture to coordinate with A/C. - Reference note in stair S-l reference to Sheet E-5. - Conduit routing to light in First Floor storage changed. E-2 - No change. E-3 - No change. E-4 - Light Fixture U, V and W - type changed. E-5 - No change. E-6 - No change. E-7 - Light Fixture layout changed (new drawing). E-8 - Revised hydraulic lift note to read, "in slab recess". - Added Exhaust Fan #2. - Added FCU #12 (new drawing) P- P- P- FP 1 FP 2 FP M-1 M-2 M-3 M-4 E-1 Specifications: 1) Add page RFS-3 (Room Finish Schedule) to Schedules (attached). 2) Add page DS-4 (Door chedule) to Schedules (attached). 3) Add to ES-1: Item 16 16 stationary L Dock - ECOA #TAD-SZ-50-708-1-S, 208V, 3 phase, contractor furnish installed. 4) Page 09910-08, ADD: 2 component epoxy ystem on concrete masonry units. 1st Coat - Filler urfaces as recommended by coating manufacturer. 2nd Coat - High gl ss epoxy coating (TT-C-535, Type II). 3rd Coat - High gl ss epoxy coating (TT-C-534, Type II). 5) Section 07810 - Dele d. 6) Add to Reference Det 'ls: (attached) RD-919 - Smoke and Rated Partitions adjacent to Beam. RD-920 - "" RD-921 - " 7) Delete WS-1 and e with new wS-1 (attached). 8) Delete Page WS-1 and dd new page wS-1 (attached). 9) Section 15500 - Fire Protection. Added calculations for Loading Dock, and standpipe. Revised calculations for Storage on First Floor and revised calculations for Seco d Floor. 00907-02 10) section 15950 - Aut 2.13 Sequence of 0 Add Fan Coils FCU-l Add Exhaust Fan (EF- on Fire Alarm. Page DS-3 - Door 122 system. 1. 2. 11) Enclosures: RFS-3 DS-4 WS-l RD-919 RD-920 RD-921 atic Temperature Control. Part 2 eration , and FCU-12 to Direct Digital Control system. ). Exhaust Fan shall be wired to run continuous. shut down 1 to have closer with auto release connected to Fire Alarm 00907-03 ~ - . 0 - :.~ RNISH SCHEDULE 11 FL bOR BASE WALLS CEILING ~I Ii I ~I t-= (I) - ~ ~I CD - ~~ ffi I~ I I I ci ~ ~I~ ~ ell en CD ~ !il f;i,::E :::::IE F ~ ::) uti: 8f2 I C/) z t:; ffi ~ I ~I ~ 8 ~ ::E ~.- Q" - ~ en i .- ... -c ~ (.) ~ 0 ~ ~85 CD z ~ z ~ 0 ROOM NAME ~~ ::) :c "< ~~ ~ HBGHT SIGNS a:: a:: Q" Q" Q" a:: $-1 Stair . . . . 8'-0' 1 130 O.P Waiting . . . . 8'-0' I 131 UtRlL Review . . . . 8'-0' 132 Quality AssurCl'lce . . . . I 8'-0' 133 Med. Staff Coordinator I . . . I I . 8'-0' 134 DRG Staff . . .1 I . I 8'-0' 135 Staff Lounge/Conf. . . . . I 8'-0' 001 Loacflng Dock . . I i.ll0'/14'j 1 002 Dumpsters . . . 10'/14' 1 003 Clean linen . I . . ! ,.1 I 2 1 I 004 Soled linen . . I . . I 2 1 005 Unen Stor . . . ~ . 2 1 006 Storage . . . i I.! 2 1 I i ! i I I i I ! I JI I i 'T i I [ ! I I I I I I I i I i I i , i I I i I .+ [ I~ ! I l- I i , I I I I +-1-+ I ~-- '- I I I i I I I i I i I I H I I , I 1) Epoxy Paint 2) Underside of Joists ~ the edge g ro up, p.a. r ...--orataTRoom Finish 5ched ) ['9101.0h ] 8 4H ll\JNKEfi ROAD WEsr PALM BEACH [--- East Pasco Medfca I center I ~,. F1.ORJDA :J.:l~3694 407/585 9307 Skilled Nur~rnCl Unit "" /"" /"" 4n:S It( "Z.. o n::: w ~ ::E ~ z: n::: o o ~ 003 1 003 2 004 005 006 o ~ ~ 131 132 -- @ 133 134 135 n N "-. ~ o "-. N (J) 1---- I- W L <J: z: W U <J: 0.... (/) ~. 1 1 S-1 2 S-1 3 Ste.lr S-1 Ste.lr S-1 Sto.lr S-1 I G::: r- I--i r:::::l ~I :; I 3'-8' 3'-8' 3'-8' 4'-0' 4'-0' 4'-0' 4'-0' 3'-0' Que.lity Assur. Utilize. tion Rev ew 3'-0' !3'-O' DOOR SCHEDULE ! I I I IZE ! i MA TERIAl CLeo.n Linen Clee.n Linen SoiLed LInen LInen Stor Store.ge Med. Sto.ff. Cc or~'-O'I DRG Sto.ff Sto.ff conf. 3'-0' (/) W r:::::l I--i (/) (/) I ('\J (/) 12:: ""-. W =:) - r- z z 2:: I I Y: r:::::l I--i -1 :5 l'J U D 2::W I--i I--i =:) W W I D-1r--1 I f--::3 <[ (/) 0... '-0' 1.75' . '-0' 1.75' . '-0' 1.75' . '-0' 1.75' '-0' 1.75' '-0' 1.75' '-0' 1.75' '-0' 1.75' I '-0' 1.75'. I '-0' 1.75' . '-0' 1.75' . '-0' 1.75" . . 3'-0'17'-0' 1.75' ! I I -j ! ! -+t'1 I I -+-+- --j-- I I _. ! --- ----------L-r- -~ I I I ' t+--j- I i i i I -0 <Il ~ -0 <Il >-. ..... CIl o -' c:> 3: o ~ I [j) o /' :::) Z [j) /' (.) :2: Q. '-W ..;: o ~ <1J E o c <Il +H BUNKtR ROAD FlORJl)A 33405-3694 the edge group, p.o WEST PALM BEAG!- 407/Sa5 9:\07 I I tt Ii l-r-- i I I III 000 ~('\Jf'..(Y) o CX)CX) 00 OOqor:::::l qCk: G::: Ck: 0... G::: l'J I I I G::: 1 >wCk:(/)W-1 2::,,>W(/)W W<[.->G:::Dp::::j -1 Ck:qI-1 <I: WL...Ir-U-1 B B A C 5 C 5 C 5 10 3 10 3 10 . 4 . 11. l'J Z I--i r- <I: G::: (/) Y: G::: <I: 2:: W G::: B 1 1/2 B 1 1/2 4' high sILL . . . . I [ .............or>>t<ITPoor Schedule -.- East Fasco MedIcal Center Skilled Nurlll"f! Unit . . . .1 . I C I 10 3 . C 10 3 . . . . A 'A I 'A C C A fA C 10 A C 10 'A C 9 ! A I C 10 A C 10 A C 10 t i I i I : I i stl wro.p vert edoes stl wro.p vprt prilnes stl wro.p vert edoes stl wro.p vert edoes ) r~i~L0b I [;'1""'/"'" ~Ty/co -- -- -- je - . D wINDOw SCHEDULE SIZE DET AIL I (RD#) I I-- 1 V? I-- W ~ ::r ::r :2:: ~ ~ I-- l.":J W I r= (".:Q --.J --.J :2:: <r: ~ l==l ......... n.- <r: :2:: --.J --.J =:) --.J :2:: <r: ......... w >- w <r: ......... =:) --.J D W 2: :3 ::r I-- I ::r -; V? 2: <r: ::r ~ A 14'-8 5'-01/ 1 . I MATCH 3/A -3 4/A5-3 7/A5-3 EXIST A1 18'-01/ 5'-01/ 1 3/A -3 4/A5-3 . MATCH EXIST B 6/-01/ 5'-01/ 1 3/A -3 4/A5-3 I MATCH . EXIST I i C N/A I I D 7/-6" 4/-01/ 2 5/RD ~26 l/RD826 9/RD826 2/RD826 .1 1 'w'IRE E 8/-0" 7'-2" 2 3/A -3 4/A5-3 7/A5-3 . I MATCH EXIST I I 1- I I i I I I I T I I I I I I I T I I i I I 1 I I 1 I I I i i I I I I I I ! I +-~- ! I I i ! I I I I I ! I I -. I ~ I I I L I I I i I ! I ! i ! I -- : , ~ i -=i~:=T I I I I I ~- i i I 1 ! I I 1/ Horlzonto.l Sliding Unit 2/ Fixed Glo.ss (Qj the edge group, p.a [ _.'U'1Er WindoLU Schedu Ie ] [;J0L0b ]8 H+ BUNKER ROAD WEST PAlJA BEAa- -- Eaet. Pasco MedIca I Cent.er I r~~/c;w/fU) fl..ORIOA 33-405-389-4 407/585 9307 Sklll&::i Nurslna UnIt ~mz- N ~ .;t @ r') N "-. ~ o "-. N (j) "0 III +' U III +' CIl o -1 '-' :;; Cl ~ I V) :;; ./ :::) z V) ./ u L 11. W ~ Cl ~ III E o c ~ ,- ,. ..._ OI\fPUO\SNU'\wo-e1..owo ................ n/OJ/:J1 . 0CM1.4 --r.. I ;: I :1 I : I :1 I :1 I :1 I ;; I ;1 ., I ;i : ;1 I .: I :1 I :~ I :1 I :1 1 :1 I :i I I I ~ ~ 9 ~ ~ ~ SffiA'rID ffifffiOfflN G -RUNNffi fASltNED AT 2'-0" D.C. Slm.. Bf"Al1 (SEE SmUCTURAL) CAVITY FUlL'!' fA~ 't.11l1 ltf:RMAflllfR SAflNG 1s SMOKE o.nd RA ED PART, ADJ, to BEAM CTYP) SCAlEl 1 112' = 1'-11' --------- ---------- ~ 9 ~ 0... ~ 5 ~ ~ .... ::FRA'rID f1RfpRcmNG 2" x 2. x 20 GA. ~V. ANGlL RfTAINER FAS1l:N TO OCCK 2'-0 D.C. &: ltfilC'e G'lf' eo INTO ANGLE RUNNER fASlfNfD AT 2'-0. D.C. +" TO 10" SmL OCAM (SEE SmUCTURAL) I I I t--_ SMOKE o.nd RA ED PART, ADJ, to BEAM CTYP) SCAlE, 1 112' = 1'-11' the edge group, p.a [ -"'~ted Wa II Adj. to 6eam }[';01.06 ----. E:aet Pasco MedIcal Center RD-919 Sokllled Nur61 Unit H. BUNKER ROM> Fl.ORIDA 3':H05-369. WEST P AU. BEA 407/585 930 m. ........ ",\EPlIC\sN"'-""-020.0WC 1."........... 02/03/31 . "":~ ---------------- RlJI'II'ER fAS1!NfD AT 2'-0 O.c. Sf'RA'rID fflf1>RmlNG S1m. OCAM en StRUCTIJRAL) 2 1/2" S1UlS-SAt1: Sf'ACE AS 'll . :: I . ~.~ ~.~ ~.~ ~.~ ~.~ fUu.. I"fIGHT 20 Go WI'S 24. O. c. f ASID-l elEFrnE Sf'RA Y AflUT llGHT TO flRff'RClCfiNG 2 1/2" J-RUNNER fASID-l TO Z CU'S 10 \ifRT. SlUOS SMOKE (lnd RA ED PART, ADJ. to BEAM CTYP) SCAl.Eo 1 1/2' = 1'-0' ---------------- ---. I I I I I I I I I I I I I I I I I I I I I I I ----------- RLJH:o.lfR fAS1!NfD AT 2'-0" Sf'RA'rID flRfffimlN G S1UL BEAM e SEE StRUCTURAL) SlVD5-SAt1: Sf'ACE AS ~ 2 1/2. J-RUNNER I--. ------fASID-l G'TJ>SUM OOARO fUll.. I"fIGHT , ---1 ~ 2 Ii'" f'M1l11~ SMOKE (lnd RA T D PART, ADJ, to BEAM CTYP) SCAlE, 1 I/l!' = 1'-0' ~ ~.. BUNKER ROAD A.ORIDA 33405-369" WEST PALM BEACH 407/585 9307 [Rat~d Wall Adj. to Beam ...........- East Fasco MedIcal Center Skilled Nur.ln Unit ) [5101.00 RD-920 1 the edge group, p.o. .. ""* Ds\D'UC\SNU\.Ja>-el1.DWO l.oNt......... n./03/31 . Ge\U RUNNER fASTI:NfD AT 2'-0 a.c. SffiA'IID f1REf'RCfflNG S1m.. 0EAI1 (:xI: SlftUCWRAL) 10" M1Nt1UM L-- AS-reN G'r'PSUM 00 fUll. H:lGl1T . -------1 OR 2 IT P AR11110N SMOKE Clnd RA ED PART, ADJ, to BEAM (TYP) SCo\lLI t 1/2' = \'-0' ------------------ ------------ ------- 1tffiMA-F1f3f.R SAfE' G AS SPRA'IID flRfPROfflNG 1: ~ ~I ~ I . I '. 1- AaJ~~~~ ffiEP~ SlID. I'lEAM (SEE SlftU CTUlW.) 20 GA. Z- QJP 024-" O. C. "': I I'"AS-reN ~ SPRA'l1NG ': I I" J-"'---- : ---- RUNI'f:R- FASTrN TO Z-QJr : I I: ~1 eft 2 IT PARi111()'.l SMOKE Clnd RA T D PART, ADJ, to BEAM (T Y P) l>CMl:I I ~ .. 1'--0' [ ~ I the edge group. p.o. ...... BUIIK!k ROAD WEST P Al.M BEACH P1.ORltlA 33+05-369" ""7/585 9307 [ --"Rated Wall Adj. to Beam J[91;1.t2>& ......CT.- East Fa5CO Medlca: Cel1ter RD-921 Skilled Nurllln Unit II ~TKIN & RHEAULT, INC. 5'.'08 10th Avenue North LAKE WORTH, FLORIDA 33483 Phone 965-1957 J'OO NUM~m~ .-ct I 0 _~ 4- JO; .. &;;:A.~..,T-:-~.s...t...o._... g. Ai J, I SHEH NO _____ OF _"_'__'''''''." CALCULATED OY 141>- CIIle ,,/;., ) J:i I 4ItJ L C~eCK!D BY DATI .i.'')...l..~..1..L ~u leT.. RECEIVED AUG 2 2 1992 Griffin COnstruction _.t:.Ol. D :Tf)1 N j" C~A ~~ .s~\tl. ............----.......---...-.- .........-.-.. '"., ~ 1='\01 T1Att=: n+ I (l.. D I--:-L~J//l 1" J ~ to r L~ N ' 'Q. J ,.;. 0 II J " ", .4- - V"'f.;1 . A w.... ,)I R'(!'JQ J::, tAl I gt:'L.. 't~ I#Jq~H S I PI; f). F I,j ~rY"l. _ ~1}/ ~t3S'~ WIT>! If// ".,./ ./ .".,.,~ "./ ./ ... A~ fY1 / F V1 r k11.~~. R G;r<) 'r If r- -........:. N-t-,4--::.._.';;J_. " "..c. A.A "I'-S f.: .c..p I- 0 D~ It. I tV I~ .. . . . ,'. . .. - , - -u..f<G"rn ~v~ - t PA rz.-H c.p/,-)t::..A.erEi ~-,- ~~11 t:,.,Ks: I /P""'~~Y; rYJA ~ ~FLOrt/ 7 J 31 J,-. f'~'iKl1.1 ~ji",.t::> ~.., HUG 2 fp 1992 IO'd 80EpS8, LOp 'ON X~~ lln~3H~ ~ NI~108 , 60:01 IHj c6-1c-Dn~ - BOTKIN & RHEAULT, INC 5208 10th Avenue North LAKE WORTH, FLORIDA 33463 O,J~uurn:oo @[F 1!OO~~~~01T1T~[b (407) 965.1957 FAX (407) 965.4308 RECEIVED AUG l. Z 1992 ~," I q?- .._--1q-f-p-. ~ ~ TO .ex?5 T f~ 4- 5' <: P . 5' /)/ H 17tF' e;:?9 ~ (j. o Shop drawings o Copy of letter ,. WE ARE SENDING YDU C Attached o o SpeCifications o .E~!!Is.... D"TE DESCRIPTION NO. ./-9-1 ~?t7-J&. ~/,~~: THESE ARE Tr::ANSMITTED liS checked be ow: :> o For lIpproval ~ For your use il As requested o For review and comment o FOR BIDS DUE Approved as submitted Approved as noted Returned for corrections [J Resubrnit~copies for approval o Submit_copies for distribution o Return_corrected prints 19 [J PRINTS RETURNED AFTER LOAN TO US REMARKS _". ~l ? fi ;:, :~~_M" c.,~^' . '''' ,."~_.,, "~". .d" ..~.. M'"' ".~~~ ~,~~,' k --....._ :'=,-/'::'v _~) ';:.\ :.9::' _ ...v_.-.:....'" .\./._...,;,_ I =j ~ .- - "'-' ~ .'-_ '-"''-' ,...... v..\/ BOTKIN & RHEAULT, INC. 5208 10tl'l Avenue North LAKE WORTH, FLORIDA 33463 Phone 985-1957 JOD NUMBER nCf I.. O_~ +- JOB ,. A.~...1:-~.s..l..O..,.. SN J.I $I-tEe't NO _____ OF _....__.......... ... CALCULAT&D BV Ifll:;- OA1& .../;. I J I:; I ., L CI-4ECI<!D By O.AT! .$.':2-L~..1:2- SUBJ& T ., RECEIVED AUG 2 2 1992 Griffin Construction -,~,1. D .Jt'1 H i CA.-A" S~\tt. ~_....."......_--_.._... ......" -.-.. ...., ~ FwrullE" ~ to rL~ N ' f I A. ~ I--:-L)11~"2.. J I' J 'Q.'~OI' It-, ~'Gj._ 4- - V+.;' A W- ,)I F. ~ J::, Wi g"L,."i~ f1FY4~H "PS f) F d ere) ry"\, . "').. -I- J/ lS:'n113 1I',Da WIT"H 11// /,/ /. ,J"""" /' ./ ", AI!:'" M ~ Fvr r.k1I.~~. IJM .... " ?V.t-.4--:.. J!..S"-.. ..... ....? t\. ~ '-'I'- S '.' 't:: p l.. 0 D~IL. I tV IS .. . . . > . I' . r .---1~6rr? j? v IF - t p~ Tf...Ji . . , c.'N<:"I'I1..~r& ,.-;.; .:AI1 L,K~ I /P:'.'/."'~y; n1 A :S n:wt. FLl' J1/ 7 J 3 I J!- p..So'1S! "1.1 ~Ji, ,t;> ~" I-\UG 2 rf 1992 10 'd 80EvS86L, V 'ON X~j Iln~3H~ ~ NI~108 60:0~ I~j G6-lG-Dn~ BOTKIN & RHEAULT, INC. 5208 10th Avenue North LAKE WORTH, FLORIDA 33463 [L[f.:uu[E:OO ([)[F' iTOO~~~~D1fir~[L (407) 965.1957 FAX (40'> 965.4308 RECEIVED AUG l Z 1992 lJOI NO, .' 1tP/?- .~p._~ ~ TO 1'1t6 ~? ~ tj. ./0(9sT ,~L15'c P . 5' ~H o Shop drawings o Copy of letter o Print o Chan e order o Specifications ,. WE ARE SENDING YOU 0 Attached (J U der separate cove c o COPI ES ..........u.--.. DATE NO. DESCRIPTION r}.- I ::r l'fi l &.. THESE ARE TRANSMITTED as checked belo : :>- o For approval ~ For your use rt As requested CJ For review ilnd comment o FOR BIOS DUE U Approved as submitted o App roved as noted D Returned for corrections o Re5ubmit_copies for approval o Submit_copies for distribution o Return_corrected prints u 19 [J PRINTS RETURNED AFTER LOAN TO uS REMARKS -", ,;.~~ COpy TO G'/..,J rFIN Cf)N'5 @ ~o'/.Pr..OOMu",orC""'.l\l .10%Poat.OOI\$umerConlent ... SIGNED:k . . ,.... ~..~.. ,~",j ... "_"~~_I Jj ~. .....ft......------......... . i_... . ... ^"?;\I'I.: l"'o{\ 1'9..-. 1>;........... I..~... ..- -"'" ~- ~ '-'v;.,,);.v~_-) ':".\ .^.v'::.,. _r-..-.v.:...._.::.. .":., .\..10>-;v:'" ~l?$ .....:...:. ~'w'- ~,,:-'v....;) JUN-19-92 FRI 8:27 4079654 08 BOTKI &. RHEAULT FAX NO. 4079654308 P.01 b&r BOTKIN & RHEAULT, INC. CONSUL liNG Er'~GINEERS RObERl' D. B01'K1N. :f'.H, Pruide/lt BRIAN C. kH2i\tJLT. P.B. y," Pit""" FAX/MAlL June 19, 1992 Edge GrolJp 444 Buokl~r Road West Palllt Beach, FL Dear Jeff: sco Medical Center Nursing Unit A TIBNTllON: REGARDING: PROJECT NO.: The door ;tintel at stair S- may be 8 inches wide by 8 inches deep minimum cast-in..place with 2-#5 bottc1m. The new columns at stai 8-1 which are to be constructed over the existing footing may be dowelled to the existing" dngs using 2-ff1 by 2'-4" long embedded 4 inches with epoxy grout. ._r The second floor cotu at grid 50.2 at stair 5-1 may be aligned with the column at the basement. " The #5 vertical bar exten 'ng to window jamb at the second floor need not be dowelled to the footing. , . ,:' !f,y.~~.hax~/{,~y"q.uestion or need further information, please call our office. " : /~?ttll(~; ':':, , ... '-.~.. ... ~ . ." "f~."c:"'" It' ~. , .,~ .~. '""~.~ ~~,.. ~ ~ L '''~ 't...,.;., J,:no-,-~..ot ~ .....~..~. ":.~~ ~~""I? ~~~~, '::," ; :.?'...~ -:='~ . ,. 0.: .)>.~ . ~ _.",rr;;,o:1 .o.~,....,... . , "~_(~}il . " ~;,.~ '~.B. . '~.'f~r;~.. ,. .~.~nu~. '. ::,'.f'~r.- "'-~~..t.\L":o.~~' ",'" '; ..'~''kD~~9-i~.:619 cc: Ken Griffin ~, II