HomeMy WebLinkAbout91-1715
~
STATE OF FLORIDA
City of ZephyrhiIIs
PASCO COUNTY
/ ::~ S 'Y f!7)
/
BUILDING DEPARTMENT
1-813-788-6611 , 0-- _ / t' / _ Cl'j
/ / { , oz.)'- ) / L) - t.-:-Q J /:5> *11 Date CL 7 /
"..~._------- /---/--~~.~<vt::., 4/..,.... / o. (,(-63, t"TZJ
ELECTRICAL (PLUMBING (,,---MECHANICAL ] JrLtl &11.4., .Jj 97:5-, dO
'--- ..,", --,I;) // /J/ 1; K' yo tJ7)
~~:P:~:r~s:~~:fm~tt{tlt:~ If (r<~" <'k~'~;U~ 'aj (fit ~"I:C,J
~ 1 ,A
Legal Description: SUb.DiV~--t,J-(: l. (if cL~'
-0
Permit )f~
17158
l)'p_e,~,f Permit
--",-~
(
BUILDING
---
Lot
Blk.
ZonlngCI: 3 - ,;l~, - ;if ~ I,)
/':1;, / //
Description of Work (-r) (11-j(15-t:f 4-~
.~ ,!-c'} I __ "t~-S~3~cP-_4-z( -/I-
f,
Energy Code Readout:
~ /.:J-~(!)-9 L
Complete Plans, Specifications and Fee Must Accompany Application
Estimated Cost: ,:J h b. n'D. (7)
~
Fee:
All work shal! be performed in accordance
with the above and all City Codes
and Ordinances.
COMPANY
ADDRESS
TELEPHONE #
OCCUPATIONAL LICENSE #c)/"?5?
7
1...,~...
.. -~
(~~lJILDIN~ / .., PLUMBINcY,;l 'I' . (
~N ~- ,-&-q/ M SLB .2 .1'1 .J,!
1Co(1~~> Pre SLB .. _ Tub Set 0 Ii
~.f1I1l linte~. - , Water
I FRM'.. ',,( . 'Sewer t' ... It "'~ ,
Insul.CL Final
Ii WL
t=~;1r-~q;~ !I-/~
~,J SId L.. 4 - n.J? I ~
Relnspectlons: When extra inspection trips are necessary due to anyone of the following reasons, a charge of .1 :)
dollars shall be made for each =-./ Y' cl.- de (/<.5- OJ) )
(a) Wrong Address ,
(b) Condemned work resulting from faulty construction
(c) Repairs or corrections not made when inspection called for
(d) Work not ready for inspection when called.
T~aYmen,t, of riins~eipn fees s~be made before any further permits will be issued to the person owning same.
..W \O,V,....~ \hU -3 J1)~~3-9J Drfr,
@ tD --~'q( Mr II ~ ~ Jq. b6t
c
~~E~;R~~~L-~y.s
~~~~~~~ /016-'11 r/,tt1L1 tffikreakers
Meter Can Ducts InSl/t> ~/6-&j I @
Const. Pole Compressor
Pool j J Final 1 ~~/?-Q J
Pre-Meter /2--1 .~
Final
. $JL\(/[(L orrKS
(; oL.f d- Cov/\)712.. Y CL..-uB
TART.F. A - WORKSHEET
r:TTY OF 7.F.PHYRHTT.r.S r:ONNEr:TTON FF.ES
ORD. tf395 RESOLUTION 151 << 329 WATE~ $1.75/GALLON SEWER $6.39/GALLON
RESIDENTT At. (Ea.ch T.ot or Unit)
Residence $ 350.00 $1,278.00
Travel Trailer Park 131:25 /.79.25
~
r:OMMER r:T AT. (PER FTXTURE)
Sinks 87.50 319.50
Water Closet 131. 25 479.25
Urinal 87.50 319.50
Lavatory '.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
SI NI< S 5 '137,50 IJ ~17: 50 2,0 35 I OD
lNltflil d.ctst..T.5 0 ]<g7,:JU g "''-0 :1, ~b3, DO
2; 75. ~
Uf2..1 rJ ft L 5l 2- /75. ou b3qt oD ?J14, 00
LA V/f 10 fLy 7f 350. 00 JJ27'b, '60 I} bZ"5, oc:>
SHovJ !i-fL 2 /751 00 fo39. 00 1:J/lf, 00
f) /511I/vt1sH fi-It I 700, 00 2,556. 60 3. z-sb~ o~
roOiJ Si:(t.1, c.L 2- 3::;0, 00 /,275, 00 I ~2f1 t.?D
SIl'il<s ~,
?,C('?5. t.?O /0, ~h3. .:)0 13;~3'&. oD
--L"
WATER l'IETER
f>40, '? 0
lif, b7cg. 00
.
GRAND TOTAL
III
<, 1 i \J ",' 0"'"
~,' '-v "..1<.. ' r n.,"
(;,O!.- r
+- (0 UrJ ,/-,S
f
(LvI:;
3fc'&LII cLui]HO\J:>t:.- ~(.
I:
-_.- --. ---"'--'"-~- _._~- --,._~-._. '--'-'-; t ~
li I 51 'I.' ~.;:) 7> '6 54 r) BUll-a) IN&
-_.. -~.'-~'1 f~ u._.. .-.-------.----~-.--..--------.-'--.--.-~__,_.._...,---.-..--..--.----.-,-~-------- --~---._._-.---- -- -.'- -..--.,----- ~______.___.._.__._._,______.. _ _ __ _ ______ _ ___ __ _ ___ _ ~____ _ ___ _~_
-'~"-,---....-..--- -__~~.j 7 ..K___!I._9f~.____')i1{_L__JrJ ifl Y..~____.._____.._~____________.______
.______,_~j G X J oi2 ';~h f + fAd~ ~')"J 1 0---
; /" ..- I
-----i--~'tlJ--~ r 1---
i;-- ------
-~,-,----,---._!+.-,-----,--- '. EL.f L Tl< I L.: II Ie, I Z 5'
1'-
~----'-~-'----~ffl------,---..----..--.--.-----.-.----Ef:-\JMBIN G-: 110. DC
,-+-. 11\u.f1tlf\!1 UlL,: 175, 0 ~
-~.-___ :50i3 -P" T"L: ',f;oS.'L'S .. ,~
I !:.~ss ..@,~ILI)II'JG PL!JIU ~F:VHZ}t;' ()~~l:- /5"u.oo
._'-~---------,--- ---'-.----_ PJ(ttv1/T -/ o-771L ~: I, &>55. 2">"
----~---i ---- ----------- - - . . -- --------- ------
-------t- LONNf.,( , lo/\J F ft. )~ s
~i' sr..wP:r(~_ /0, '3b3. 00
--.-------ff:---~-.-~..-,-.~-,------....,-
! ,;
frlc.(olOl\\~U- C 6/U S 1":
,~LuATlol'j :
21s6) ODO
BUlL-f) I N 6: /'-104, 0 (>
IpJ ~nti. :
II
'" WI\,fE.(( (\I\(.r[(l:
2~/17S. 00
<6t.fo.oo
Moo~ (;..,., s
(5"3'0<6 Sf,FI)
~3. ~ '8
5
'Ifa 387.J3
---~f~
II' ~
ll~ --~==
~jjl -- -
\,
11
~l~--
-
,[ ~
I
I'
1\
~
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
APPLICANT 1JJj 'C C~Me II e",~ t~.',^, (0. 1;.e
ADDRESS :l.7l./2'? .:5RSL/,. 1A1,:}(~v Cf,~/?{'I (:=(
OWNER Si 'Jv'~ cJA-kS G61-t- -r a~Y"ltilV ((vb T~t.
JOB LOCATION <1' '641 QLb A.f)ustc
PHONE('?J'I3)c; 73 -C(cr77
OJ).
LOT SIZE_X
AREA SQ. FT.
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL 1. D. 4~
-;<(;-~l -12-0
WORK PROPOSED:-2L-New Construction ____Addition
Iteration _Repair _Install
____Sign/Temp.
____Sign
_Hove
_Demolish
PROPOSED USE: ____Single Family
_M/F
_4~ of Units
__N/H
~Commercial
_Indust.
_Swim. Pool
Other
_Restaurant & Health Department Approval
BUILDING SIZE:
x
Square Feet,
Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.**
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORNS.**
**COPY OF CONTRACT REQUIRED.
PERMITS REQUESTED
_BUILDING
$
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
_W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
_PLUMBIN'G
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ____Block ____Frame _Steel
Other
FINISHED FLOOR ELEVATIONS: FT.
******************************************
Signature
CONTRACTOR SECTION . /1 / /" ];
Company Nt '!...~NII(t:J/ (aIlS"'_ (0. C
State Ce~.t. or Regist. !F~6(087Cj'l/
City License Registration ii .:27::/
******************************************
ET.ECTRT CT AN Company n'1 (I C In.un c'JrcJ 1 i (!- " __
,)' , _ State Cert. or Regist. IF _-jl_ cCjla'::)~
Si!!natured\L~ili~LX)\~ IT\. _ City License Registration iF . ::It-Iq~-
*********************************wv**w***w
PLUMBER Company ~;e~. (u.""&~. $-
State Cert. or egist. i.! CFCD..2C;y/tj
Signature ~ City License Registration iF /-21
*************************************
...
MECHANICAL Company ~~o..~", ~o"'<'~ \o~~~
State Cert. or Regist. ;F~ 3. 'i,
Signatu~n.. ~C\ C~J~""'-' . CiLy License Registration ii IICl~)
******************************************
Company
State Cert. or Regist. #
City License Registration #
OTHER
Signature
******************************************
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A: NOTICE OF DEED RESTRICTIONS.
The undersigned understinds that this per.it lay be subject to "deed restrictions" which may be lore restrictive than City,
regulations. The undersigned assules responsibility.for compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the ONner has hired a contractor or contractors to undertake HOry., they may be required to be Jicensed in accordance with
state and 10caJ reguJations. Jf the contractor is not Jicensed as required by Jaw, both the owner and contractor may be
cited for a lisdeleanor violation under state law. , If the OHner or intended contractor are uncertain as to what Jicensing
requiresents lay appJy for the intended work, they are advised to contact the City of ZephyrhiJJs BuiJding Department, (813)
788-bbll.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor{s) sign portions of the
'Contractor Sections' of this application for which they Hill be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wory.. If the contractor wishes you to sign
as contractor that aay be an indication that he is not properly licensed and is not entitled to per&itting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D.
CONSTRUCTION LIEN LAW
(CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - Ho.eowner's Protection
Guide' prepared by the Florida Depart.ent of Agriculture and Consuler Affairs. If the appJicant is SOIEone other than the
'oHner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the
'owner' prior to cOlroencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will be done in co~pliance with all
applicable laws regulating construction, zoning, and land development.
Application is hereby lade to obtain a perait to do work and installation as indicated. I certify that nu work or
instalJation has com~enced priur tD issuance Df a perlit and that all work wilJ be performed to roeet standards of all laws
regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. 1 also
certify that I understand that the regulatiuns of other governmental agencies IDay apply to the intended work, and that it is
IY responsibili ty to identify what actions I lIIust take to be in cOlllpliance. Such agencies include but ~l e Iicll I jili ted lu:
I Department uf Enviionmental ReQulation - Cypress Bayheads, Hetland Areas and EnvironIDentally Sensitive L~nds,
Water/Wastewater Treatment
I Southwest Florida Water ManaQe~ent District - Wells, Cypress Bayheads, Hetland Areas, Altering Watercourses
I Army Coros of EnQineers - Seawalls, Docks, Navigable Waterways
I Departlent of Health ~ Rehabilitative Services. Environmental Health Unit - Wells, Wastewater Treatr.ent, Septic Tanks
I US Environmental Protection AQency - Asbestos abatement
I alsu cedify that, if fill material is to be used in Flclod Ze,ne "A" or "A,etc.'r il is underste,e,d t,,~t a drainage plan
addressing a 'colpensating volu~e" will be sublllitted which is prepared by a professional engineer regist~,ed in the State of
Florida prior to permit issu~nce.
A permit issued shall be construed to be a license to proceed with the work and not as authDrity to viol~te, cancel alter, Dr
set aside any provisions of the technical ctldes, nor shall issuance of a per.mit prevent the Building Official frc,,, thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every permit issued ;haJl beco.e invaJid
unless the work authorized by such permit is cOlmenced within six months of issuance, or if HDrk authorIzed by the perlit is
suspended or abandoned for a period of six lonths after the time the wory. is commenced. One 90 day e:te~sioll of tile, lay be
.allowed for the permit with fee charge of ~15.00. The extension shall be requested in writing to the Building OfficiaJ. An
approved inspection must be logged during each six month period, or the project Hill be considered abal~oned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
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".
SJ "~..-dJ<,l'n,<,, ""-,,l'),M"'"'j d 0'" I/~~/,;~ ~I
SIGNATURE~~_~~~__\I/~~\-_- SIGNATURE~~~__ '__Z__~--_:_-----
'OWNER OR AGENT f-b ,CON R CTOR
9ATE__~~~=_~~L__-----------------------
NG1ARY AS TO- j) ~
OWNER OR AG~h~--{J/~---
MY COMMISSION EXPIRES_lj~~~--L9--q-)t----
DATE__St:_~_~_~J_----------------------
~g~~~~C~~R~~__~~--
MY COMMISSION EXPIRES_ij~!t_~~1_~~--
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CON&rRUCl1ON
SEerlON . · SIMPLIFIED ANNUAL ENERGY METHOD
ADIIINIaTERED .v THE DEMIITIIENT 0' COMIIUNITY AfMlRl
ALL CLlIIATE ZONES
BUILDING F
BUILDING PERIIIT NO.:
PERIlm1NG olfICE:
JURISDICTION NO.:
BUILDING INFORMATION TYPE ~ AREA
WAL LS AOOF/CI ILlNG FlOtJ A!;
TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA
Cone,.I. ICBSl Undt, .1Iic: SItIMln-trlCll .'! .. 114 Wood Slnglt. ... ll.o 4.8.
Woocl',arne SlIlglt AaMmIlIy Aailtcl Wood ....., DoubIt. ..H
Wtlal Irarne 01"'" AaillCl coner... l,.,..lId Singlt, rooI
11lIula11Oll A-valut .1 cr "2./') ~ lnaulahon A-vl1ut ,~~ ... ... ..... Inaula.iOn A-valut OJ"', DoutlIt, rOOl
SYSTEMS INFORMATION
AIR CONDITIONER HEATING EM NOT WAn"
TYPE EFFICIENCY TON~ TYPE EFFICIENCY ITU/H TYPE
~'Htal~ Cenlral a HNl Pump Eltclric:
cl6.000 Illu.4l 't.JL SEER I'.S < l15.llOO Btu III _ HSPF ......nce 18'
- 0
&15.000 Illu.4l _EEl! _IPLV _ ~ l15.llOO Btu III _cop Old HIlt ~
- Gel
w.. CooItlI _EER _IPLV _ Waltr COlIIIcI _cop
- Naturat 0
1:.... 4J II> CooItlI _EER - EWIIIOra'~ COlIIIcI _cop IJG 0
-
!'lAC _EER - Elect,iC ,1IistInc:e _COP Oil 0
-
CIliItIa _cop _IPlV _ Gu/Oillcirclt ClllII HRU 0
o.w. < 225.llOO/3llO.llOO ltu/ll _AfUE 0tlItr
-
UOHnNQ KW: S.A ~ 225.llOO/3lIO.llOO Btulh _E. -
PRESCRIPTIVE MEASURES (Must be met or exceeded by .11 buildings.)
COMPONENTS SECTION REQUIREMENTS CHECK
W,nclOws 502.4 Maximum of .37 elm per lint... foot of operable IUh cr.ck. ./
Ooora 502.4 Maximum 0/1.25 cfm per aquar. foot 01 door arM. ,/
Joorll5lCrKb 502,4 To be caululd. guketed. __herIlripped or otherwiM Malect. .v
Rehea' 503.3 Supply air ratric:led to III COIdIho1 decII tempere.ur. to meet ~ 01 worIl C8M zone, RniItanoe ~. prohOted ./
Ventilation 503.4 Supplied with rNdily acceasibIe lwitch for 1hu1-o1f MdIor volume Nduc1ion when ventilation it not ~-:- ./
HVAC Elflaency 503.4 Minimum efIicienc:i-.-HNIing: T.... 5-4. 5-5 a 5-e. Cooling: T.... 5-7A. 5-78. 5-1 a 5-8. ./
TrlalllPOl1 Energy 503.5 Minimum of 8,0. ./
BaJanano 503.6 PrOVidt _I for HVAC atr 1I.ra.em a water dis.ribution I,,'em. ""
HVAC ConlraII 503,7 StpBr... rNdily IIClCIAibIt m.nuat or .nornelic lIIennoa... for MCh I~. -./
HVAC Ouc:la 503.8 "', duelI. Il1tingl. mechenIc:at equipment and plenum c:tllImbers aile. be mec:henlc:eNy 1llKhed. Malect.
503,9 inIuIeted and inIt.aIIed in IIClCOrdenct wtlh .. CrIIerie 0/ MCliOna 503.1. 503.1 and 503.10. V
503.10
PIping Insulation 503,11 In IIClCOrdenct with T.. 5-10. V
W..., ........ 504.2 Au1oma'ic: electric: 1lOr. ..,., _..... $120 gatIons and IlU a oil-fired ItorIIgI ...., hHters V
$ 75.000 8luih Ihatl meet performance minimums in T.. 5-11. Urger 1IzecI.... ..... .....
meet minimums in T.. 11-1 0/ &.ndMI RS-8 after 1/1182.
Swmm.ng PooIa 504.2 Spa a hHIed pools rrIUIl haw~. Non-comrnerciat pools IlIUI1 haw PUqllimer. V
'Spas Gas Ipe a pool hHters rrIUIl haw minimum "'""-' ~ of 78%.
Hoc Wa.., ~ sou Piping hMt l01I itlimiled to 17.5 BluIh linear faol of pipe for NCirQlIIIing ....,.1... T... 5-12). V"
lnauIa.ion
W...,FiMIur. 504.5 W"lIl' flow r~ 10 maximum 0/3 gpm at 80 ptlg; IolIeta maximum 3.5 Q8IIon 1IuIh. i/
Public: lavatory fill1u,. maximum flow 01 .5 gpm or .5 gallon if 11M "'-doting ~.
lJghting 505,1 Minimum Ballast EIficac:y Factors 8rI lilted in Table 5-14, "
SECfION . COMPLIANCE SEcnON 4 COMPLIANCE I htrIDr '*1iIy IIwt lilt.. and tpIlll'I-4.. . ClIIl:Utton.." ClIIlIIpIItncI
Budgel (Table 1',1) Computer program used: ... lit FIDrIdlI Energ, CadI. f1 L It. fIA ') I q
8ullCIing MBTU/SF: Sec1ion 5 Budget: PRE~AREO BY: ' <--." -~ DATE: <f' - - /
1-' -., ... ........... .In - ... FIDrIdlI E'*1IJ ea., ,
Concli.lOned IQ It Section 4 Tocal:
OWNER/AGENT: DATE:
~..nc. wi.h SectiOn 8 was dImonstratllCl ~ a' Prncr/plive Meuures ....... 01... and ~_ __ by .... C8lc:uIIIlion ~ ClIIlIIpIItncI_ ...
m" " ""', """",,.. FIDrIdlI energ, ea.. ...... __. ~.. 1It.......1Dr
807.2 Supermarkets B 809,2 Basic: Features ----In---~~.F.S. -
7.3 Restaurants 809,3 ~lcuIItion IUILDlNG OFFICIAL: _ u __
7 4 KitChens DATE: g-/t/ -91
8-65
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CON8TRUC11ON
SEerlON . · SlMPUFlED ANNUAL ENERGY METHOD
ADMIN-.rERED IY THE DEPARTMENT OP COMMUNITY APMlRI
ALL CLIMATE ZONES
ILDlNG
BUILDING PERMIT NO.:
PERMITTING O~trlCE:
JURISDICTION NO.:
AREA
a"
UIIClIt .lIiC
S1ngleAaMmllly
OIlier
lnaullllon R-vtlue
SYSTEMS INFORMATION
AIR CONDITIONER HEATING smEM Nm W.f.T'iiI
TYPE FFFI~'ENCY TnN~ TYPE EFFICIENCY ITUIH TYPE
u...y & HNI Pump t..Q..SEER Cenlral . Heat Pump ElecIric
46.ODO ....... -1.- < 15.000 IIlu /11 _ HSPF RIIiIlInce 0
- 0
&'UCIO ....... _EER _IPLV _ ~ 65.000 Btu /11 _cop Old, HIll ~
- GIa
--~ _EER _IPLV _ _cop
w.r c:ooIId - Hlturll 0
t-.-.AJ II> ~ _EER - EWIllOfIl~ c:ooIId _cop LJIG 0
-
"AC _EER - Ellctric fllislance -L. cop Oil 0
-
CIlIIIra _COP _IPLV _ GII/OiI .cirdl....) HAU 0
Oltw. < 225.000/300.000 Blu/Il _ AFUE OlIlIr, "'01/ C.
-
LIGHTING KW: (). "/ it 225.000/300.000 Blu/Il -~ -
PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.)
COMPONENTS SECTION REQUIREMENTS CHECK
WlIldows 502,4 Maximum 01 ,37 elm per linear foot 01 operlble IUh erld!. ""7
Doors 502.4 Maximum 011.25 elm per MlUaFI 1001 01 door IIN, ...
JoontalCtldla 502.4 To be ceulled. 0UUled. ~ or 0lhIrwiM ...led, ,.
Rehea' 503.3 Supply llir rwtricted lO ... COIdIhol dick lImperature lO IIIMlIold 01 woral CUI zone. RNiaIlllW *-1 ptO/liblted, V'
Venbllloon 5034 Supplied wilh rIIdi ~,- .witch for ahul-olf IIldIor volume ~ when ~"'ion II nol '-QUi"'. ~
HVAC EIIlQenc:y 503.4 MinImum IlIiciencin'HNlina: TIbln 5-04.5-5' 5-6. CoCiiifiG: TIbln 5-7A. 5-78. 5-8. 5-lI. '"
Tranapon Energy 503.5 Mlllirnum 018.0. 0;>
8lllnona 503,8 Provide IMIna for bIIIndnn HV AC IIr ....Iem . WI'" diIIrItIution ....lIm. II"
HVAC Conlrola 503,7 s.p.,... rNdily -,~ manuII or IUIornalic ~... for IICl'I .yatem. ....
HVAC Ouda 503,8 Air duc:la. IIllinga. rnec:tlInbl equlpnlllllllld pIel\um c:hImbera ahIIl be mechlnk:ally 1llKhed. 1IIIled. ,/
503.9 inIuIIlad MCI inItIlIlId in IICllllrdInce wittlltle crttMI of IlICtionI 503.8. 503.1 MCI 503.10.
503.10
P1png lnaulllion 503,11 In IICllllrdInce with TIIbIe 5-10, wi'
W.., .......,. 504.2 Aulornalic IIIc:lric llOrage WI'" hullra s120 gIIlona Ind 011 . olI-fired ItOrIge WItIr hul.,. V
S 75.000 B1uIh IhIIl FllMl parformange minimuma In T.... 5-11. Urger 1izecI.....1IMlera IhIII
FllMl minimu"" in T....,1-1 of Standard RS-8 "''''182.
Swimming PooIa 504..2 $pea · IlHtId pooIa muIt hIw CCIVM. Non~ pooIa muIt hIw Pllq) timer.
'Spas Gas IpI . pool hut.,. muat hIw minimum 1tlIrnW ,. of 78%. 1/
Hot Wiler Pipe 504.4 Piping hNl Iou illimiled 10 17.5 BluIh IinNr fool of pipe for ~ 1yIIImI.... TIbIe 5-12). V
InaulIlion
W_ FIIl1UreI 504.5 Wiler IIow reetIIctId 10 mulmum 013 gpm II 80 JlIIg; tal.... muImurn 3.5 g.Ilon 1IuIh. '"
Public: IIvltory Iilllure mulmum IIow 01 .5 gpm or .5 gIIlon II hila MII-c:Ioeing valve.
UghtltlQ 505.1 Minimum 8111..1 EIficIcy FlClons arllialed in T.... 5-14, e/
SECTION' COMPUANCE SECTION 4 COMPUANCE I "-Dr CII1iIy 111M lie.. - "'n--] OCt .. In-",-,
Budget (Table &-1) .r" . Computer program UMd: lIIIl fie ......... E'*1IJ c:...
Building MBTU / SF Section 5 8uclget: MEPAREOIlV: "-0- ~DATE: t ._1_'1 I
Condillonld SQ I. ~").7 Section 4 bal: ........, ~ - .... ..........In....... __lie......... ~ c:..,
OWNER/AGENT: DATE:
~I~ncl with Section 8 was dImonItrltlCl ~ a PrllCripliw Meuur.. ...... of" -11*II..4.. __.".... C8IculIIan ~ ~ _..
InIlhOdology Of ~ Dua. Calculation: FlaridII E'*lW c:.., ...... - .. -....... .... .......... .......... Iar
~ 807.2 Supermarklts B 809.2 Basic FeaturlS ==;'~~t$~~~~
807,3 Aeslauranls 809.3 ~<;-lcuIation
807.. KitChens DATE: :>? -{ _
8-65
z
0
-
..
U
~o
"'0
en:l: .
z.. c
Ow -
c
U:I ~
..
(!J~ c
z(!J ..
-a: ~
Ow -
z
:z ::)
:)W 2
III 2
-' 0
a:C u
0:) ..
~z 0
z
We ~
0 z
...
- 00 2
qt UW ~
i - c
~ c
~- &.
U~ ...
::IE D
a:: z:a
f W- ...
-en z
U ~
-
~
~ ~
W .
~. .
..
(!J .
..
a: ~
Wz .
Zo !
W_ II
... .
.
cU
OW
-CIJ
a:
0
-'
&I.
.,
!
2
~
.
z
0
u.
~
..z
a.
ca
......
z~
......
----
. It ~ +
l'- '()
l'- -
t'l "" ('I
f; ..... -
:i ~ ~ 2
II II II -
~ \1 coi
.::. - . u
.. . p ~ . 0
c C "# C 0
.....
- I-
.. U .
::) 00 00 ~ -
.
.
\..,L.",,;
,..,.... ,.. ~
,;
I~
~
rI-.3
~~
I'V ~
2 ..sl~
."'<<.;
.f'l\.J
'+
I~
.:~
.'"
cf<
1-.....
1+
+-
2
.
~
-f--
a"
;0-:
. "-
c~
'"''' ..
c,., c
"
i--i-- _.....
:.e~
. fir'
::II....
.
'"' "'.. U I"
::I "!::) . ~ I"\,
""-1.",./ \..,..-
-
.
~
..
c
.
C
lot
o
,~
"',.... "'r""'ll -~
~. !~~ I~
~ ~ f'
-I- - ~I-f-- ~.....
2_ a 20
. ~1 .. _ . =
&.P ..~ 2~
-..... f-..... ~...
I.... = P&.I
"1'- () zl?
c~ ~ '" . M
"'-L.",,; ~ ~ "'-.:
.
b
.
a~
~o:
2
.
>
. 0
C Q
-
~o
U
.
::I....
<:)
-
2
II
>
2
~ 0
U
.
.:
(b
t
:I ~
. .
lib
UI
. 0
C 0
-
.
~ 1-
+
.
o
:I~
.00
> ,
:I
~()
u
.
c 2- c.u
0
c
c
..
0
.
.
.
C
~
.,
Q
..
o
o
c
-.
~
c~
Oc
O.
..
"c
D2
...c
....
-~
Cz
c_
8-66
-
z
0
t:
U
::)
D
Z
0
U
.
.
c
~
.,
III
I-
c
C
.
a
-
.
~
::I
0
&I.
~
c
.
z
~
C
III
Z
o
z
t:
z
.,
., -
z .
.
- .
.J
0 .
0 .
~
u ~
...
C
Q
~
-
~
c
e
...
z
...
...
~
-"
;~
0
~
~
. e
.
.
.
.
. c
z
-
...
e
...
z
~
c
. . e
. . ...
. . z
...
...g zrl
c" ~"'t
+ 0 fit
N ...
Q
. ~
. e
. ...
. 0
. ... n
..
...
e
~
o
3
C'"
(J"
\1
.
.
~
>
c >
> u
..
e
...
o
...
.
:)
fit
..
.
l!J
..
~
e
...
o
...
.-
:t
..
e.
...
a
.,
z . . . .
oJ .. . . ..
o . ~ ~ z
o ~ z z ~
u .. ceO
~
e
e
~
~
:)
fit
~
C
e
...
z
...
e ~
uo ~
e.......
>Oez
zaelll
+
.
.
~
..
~
o
o
u
.....
...
e
...
z
c
z
t:
e
III
z
C
III
...
e
.
~
C
e
C...
zz
t:lII
z.
~e
~e
.
.J
e
...
o
...
.
~
..
..
~
I
...
e
e
...
..
.J
e
z
o
..
e
...
..
o
8-67
l
..
T H. F.
AMERICAN
NSTITUTE
o F
ARC H
T E C T
'--
.
~.... C.-. "'.~ ~:c..'!,. - C-........... _", ~ :s.U\" ~~.
AlA Document AJOJ
Standard Form of Agreement Between
Owner and Contractor
where the basis 0/ payment is a
STIPULATED SUM
1987 EDITION
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH
AN A1TORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION.
Tbe /987 Edition of A/A Document A20/, General Conditions of tbe Contract for Construction, is adopted
ill tbis document by reference. Do not use witb other general conditions unless tbis document is modified.
This documem has been approved and endorsed by 1bc Associated General Contractors of America.
AGREEMENT
made as of the 2 1
Nineteen Hundred and
Ninety One
day of May
in the year of
BETWEEN the Owner:
(Name and uddress)
C/O Silver Oaks Golf and Country Club, Inc ,.
A Florida Corporation
7025 Fort King Road Zephyrhills, FI 33542
and the Contractor:
(Name and address)
McConnell Construction Co. Inc.
27423 SR 54
Wesley Chapel, FI, 33543
The Project is:
(Name alld /UC<lliun)
Silver Oaks Country Club
The Architect is:
(NanU! a,", uddf'l!:>S)
Ray G. Bussmann
P.O. Box 1111
Elfers, Fl. 34680
The Owner and Contractor agree as set forth below.
Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, @1987 by The Amcrican Institute of Archi.
tccts, 1735 New York Avcnue, N,W., WOI.Shington, D.C. 20006. Reproduction ofthc material herein or substantial quotation
of its provisions without wriuen permission of the AlA violates the copyright laws of the United States and will be subjcctto
tc8'll prosecution.
AlA DOCUMENT A101 · OWNER-cONTRACTOR AGREEMENT. T\1VELPTH EDITION. AlAe . C>J9lI7
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C, 20006
A101-1887 1
.
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (Gener3I, Supplementary and other Conditions),
Drawings, Specifications, Addenda issued prior to execution of this Agreement, other docwnents lisled in this Agreement and
Modifications issued after execution of this Agreement; these form the Contract, and are as fully a pan of the Contract as if attached
to this Agreement or repealed herein. The Contract represents the entire and integl'aled agreement between the parties hereto and
supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents,
other than Modifications, appeat'S in Article 9.
ARTICLE 2
THE WORK OF THIS CONTRACT
The Contr.lctor sh;,ill execute the entire Work described in the Contract Documents, except to the extent spedtkally indicated in
the Contract Documents to be the responsibility of others, or as follows:
The design and construction of an approximately
4500 s.f. Clubhouse described in Exhibits A & B
3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of
this Agreement. as first written above, unless a different date is stated below or provision is made for the date to be fIXed in a notice
to proceed issued by the Owner.
(lnserl lbe dule uf cummencemenl, if il differs from lbe dale of Ibis AgrftmWnl or, if Qj)pliCilble, sklle lbullbe dule /11m be fixed in a nolice 10 procl!<ed.)
ARTICLE 3
DAn: OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the
Owner in writing not less than five days before commencing the Work to permit the timeJy filing of mongages, mechanic's liens
and other st:curity interots.
3.2 The Contractor sh;ill achieve. Substantial Completion of the entire Work notbter than
(I>~erllbe cuJendur dule ur number uf UlJendar days ufler lbe dale of com_nce_nl, Also inserl any requirementsfor<<ulier Subs'a","" Complelton of cer.
lai" portions uf lbe Wur., if nul slUled elsewbere in lbe Conlracl Doa",wnls.j
Contractor will commence the design portion of this contract within
three days of contract signing. Building construction will begin
within three days of all building and site permits issued and will be
completed within 150 days from this commencement.
, subject to adjustments of this Contract Time as provided in the Contract Documents.
(JUlie,., pnll'is/fII"', if u"y,/ur III/u/daled """'"IIes relutiNJIlu /ullu", 10 wmpIele on It_,)
If the work is not substantially complete within ~H~ time specified
the contractor will pay the owner $50.00 per day as liquidated damages
for each calender day beyond substantial completion, unless delays
are due to natural causes or material shortage.
'-
AlA DOCuMENT 0\101 · OWNER.CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA- . C>t987
THE AMUJCAN INSTITUTE OF ARCHITECTS, 17jS NEW YOIlK AVENUE, N.W., WASHINGTON, D,C. 20006
A101-1887 2
ARTICLE 4
CONTRACT SUM
4.1 The Owner shall pay the ContlaCtOr in current funds for the ContraaOJ"s perfOClIlantt of the Contract the Contr..ct Sum of
Three Hundred three Thousand nine Hundred fifty three & no/lO~~s
(' 3 0 3 , 9 5 3 . 00 ), subject to additions and deductions as provided in the Con-
tract Documents.
4.2 The Contract Sum is based upon the following alternates, if any. which are described in the Contract Docwnents and arc
hereby accepted by the Owner:
(Slale lbe numbers or Olber idenlification oj acupled Q/lenuues. 1/ decisions on OIber all~s _10 be ....... by lbe Owner SubuqlMmllO lbe UKUlion oj
Ibis Agreemenl, allucb a scbeduJe oj sucb otber allernales $bowing lbe _ountjor fKlCb and Ibe tiklJe lUIlillllbicb lbat amount is valid,)
Clubhouse as specified
water impact fee
sewer impact fee
water meter
building impact
D.E.R. permits
building permits
sewer line & sewer modification
[)c"'O 't:+; .,., .
$ 2$.6,842.00
$ 2,450.00
$ 8,946.00
$ 245.00
$ 21,470.00
$ 2,500.00
$ 2,300.00
$ 9,200.00
II r~ c co. C' u
4.3 Unil prices, if ;my, arc as follows:
',--.-
AlA DOCuMENT A101 · OWNER-cONTKACTOR AGkliEMENT . TWliLI'TH EDITION. AlA- . C>1987
THE AMliklCAN INSTITUTE OF ARCHITECTS, 17jS NEW YORK AVENUE, N,W" WASHINGTON, D.C. 20006
A101-1887 3
ARTICLE 5
PROGRESS PAYMENTS
5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the
Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and
elsewhere in the Contr".!ct Documents.
5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as
follows:
A. upon contract signing, a $5000.00 initial payment to be used
as payment for Engineering Services.
B. Upon completion of all Architectural Engineering Blueprints, as
$ 50,000.00 to be used for the payment of permits and impact fees
necessary for the commencement of construction of the clubhouse.
Owner
5.3 Provided an Application for Payment is received by the ~ not later than the
2 0 t h day of a month, the Owner sha1I make payment to the Contractor not later than
the day of the same month. If an Application for Payment is recei9'ed by the
Architect after the application ~td1ed above, payment sha1I be made by the Owner not later than
days after the Architect receives the Application for Payment.
5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with
the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work
and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This Schedule,
unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment.
5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period
covered by the Application for Payment.
5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows:
5.6.1 Take that portion of the Contl'.!ct Sum properly allocable to completed Work as determined by multiplying the percentage
completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the
Schedule of Values, less retainage of percent
( 10 ten %), Pending fmal determination of cost to the Owner of changes in the Work, amounts not in dispute may be
incruded as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by
Change Order;
5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the
site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the
site at a location agreed upon in writing), less retainage of
percent ( 10 ten %);
5.6.3 Subtract the aggregate of previous payments made by the Owner; and
5.6.4 Subtract amounts, if any. for which the Architect has withheld or nullified a Certificate for Payment as provided in Para-
graph 9.5 of the General Conditions.
5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be funher modified under the following
circumstances:
5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to
percent ( %) of the Contract
Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and
5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additiOIl4l
amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions.
5.8 Reduction or limitation of retainage, if any, shall be as follows:
(If it is intended. prior 10 Substantial Completion of tbe entire Work, 10 reduce or limit the retainage resulting from the percell/aMes inserted in Subpara'
grapbs 5.6.1 and 5.6,2 abol'e, and tbis is not explai"ed elsewhere in tbe Contract Documents, insert here prol'isionsfor sucb reduction or limitation.)
...........
AlA DOCUMENT A101 · OWNER-CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA- . @19ti7
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W" WASHINGTON, D.C. 20006
A101-1987 4
,
ARTICLE 6
FINAL PAYMENT
Final paymem, constituting the entire unp:lid balance of the Contract Sum, shall be made by the Owner to the ContJ"'.ACtor when (1)
the Contr.act ha:i been fully performed by the Contractor except for the: Contr.&CtOr's responsibility to correct nonconforming
Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily
survive fmal paymem; and (2)X~OIJCD~AIIWC_~JUddJeII; such final payment sha1l be made by
the Owner not more than 30 days after the issuance of the ~ final Ccrtiticate for Payment, or as follows:
10 Builder
The final payment, including retainage will be due and payable
upon substantial completion and certifioatibf occupancy issued by
the City of Zephyrhills. With the agree~ of both owner and
contractor, final payment for "Punch List" items not fully completed
at time of Substantial completion, can be escrowed. Ow~ay not
occupy the premises until Substantial Completion, Certif~of
Occupancy, and final payment to contractor. .
ARTICLE 7
MI~' LANEOUS PROVISIONS
7.1 Where reference is made in this Agreemem to a provision of the General Conditions or another Contract Docwnent, the ref-
erence refers to that provision as amended or supplememed by other provisions of the Contract Docwnents.
7.2 Payments due and unpaid under the Comract shall bear interest from the date payment is due at the rate staled below, or in
the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.
(lnserl rult' of itllt'rf/SI ugrwd UpCJII, if an)'.)
(Usury lull'S ulld rf/quirtmlt'lIls urukr IN Fl!deral Trulb 1'1 Lendlns ACI, slmllur slale and local consumer credil luws und OIber ",gulut/WlS ullbt' Ou'nt'r 's um'
CUtllrlM:lur's pritl<'lpul PIIM:t'S uf businl!SS, 1bt'/IN:at/un of Ibt' Project will elSffIl>bc!rl! ma)' affee:t tbt' loaJUlII)' uf Ibis fJnR'isi/JIl. ug", w/l'lct'lib<Jllld bt' ublai,wd
",lib ",S/Jf!C1 (() df//f/t/om ur "Iudijkat/uns, alld ",so ",gardillg tlIqulremt'ms sucb lU "".III..n disclwures ur llWil<ers,)
7.3 Other provisions:
. "
',- 8.1 The Comr.act may be terminated by the Owner or the Comractor as provided in Article 14 of the General Conditions.
8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions.
ARTICLE 8
TERMIHAnON OR SUSPENSION
AlA DOCUMENT A101 · OWNER.CONTKACTOR AGREEMENT. TWELFTH EOITtON . AlA- . C>19tl7
THE AMEfUCAN INSTITUTE OF ARCHITECTS. 17;\5 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
A101-1887 5
.
8.1 The Comr-.lCt Docwnents, except for Modifications issued after execution of this Agreement, are cnwner.ued as follows:
8.1.1 The Agreement is this executc:d Slandard Form of Aarecmcot Between OWIlcr and Contr.!Ctor, AlA Docwnenc AlOI, 1987
Edition.
8.1.2 The General Conditions are the General Conditions of the Contract for Construction, AlA Document AlO I, 1987 Edition.
8.1.3 The Supplementary and other Conditions of the ContniCt are those contained in the Project Manual dated
I and are as follows:
ARTICLE 8
ENUMERATION OF CONTRACT DOCUMENTS
Document
Title
Paaes
8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows:
(Eittwr 1i~1 Itw Spe':iJi,'uli'JIl~ twre ur refer lu un e%bibil Ullucbed 10 Ibis A&reement,)
Section Title Pages
Clubhouse Specification
Exhibit A
5
Preliminary
Drawing
Exhibit B
1
Agreement Clause
Exhibit C
1
'-
AlA DOCuIIENT A101 · OWNER-CONTRACTOR AGREEMENT. TWELfTH EDITION. AlA- . C>J9117
THE AMERiCAN INSTITUTE OF ARCHITECTS. 17j5 NEW YORK AVENUE, N.W., WASHINGTON, D.C.lOOO6
A101-1887 8
J
8.1.5 The D12wings are as follows, and are dated
(Eilber lisl lbe Drawings bere or reler 10 IIIl abibil IIIklcbed 10 Ibis Ailrwrrum/.)
Number Tide
unless a different date is shown below:
.~,
Date
8.1.6 The Addenda, if any, are as follows:
Number
Date
Pages
'-- . Portions of Addenda relating to bidding requirements are not pan of the Contract Docwnents unless the bidding requirements arc
aW> enumer.lted in this Article 9.
AlA DOCUMENT 0\101 · OWNER-CONTRACTOR AGREEMENT. TWELfTH EDtTlON . AlA- . ClI987
THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. ZOOO6
A101-1887 7
;
8.1.7 Other documents, if any, fanning pan of the Contract Documents an: as follows:
(Lisl ~ uny tIlJdiliUIIiM tJuamwrus U!bicb anf intendMt 10 form ptR1 of /be ConIracI DocvmenIs. 7Iir CArwraI Condilions provide Ibw biddi"lll'W/Wi_ SMcb
as am-lisemenI OT invitalion 10 bid, In.uruclions 10 Bidders, smnp/Ilfonru and /be ConIrtKlor~ bid lint ItOI pari of /be ConIr.,.Doaurwnli 111114w_1II<<I
in Ibis A&-. 7bey sbould be lisWd ~ only If intended 10 be ptR1 of /be ConIraa DocvmenIs.)
'~
This Agreemt:m is t:mcr~d inlO is' of tht: day and year first written above and is executed in at least three original copies of which
one is 10 be delivered 10 the Contractor, one 10 the Archilecl for use in the administration of the Contract, and the remainder to the
Owner.
OWNER
CONTRACTOR
(~'i&II14IU1"f!)
(~"ignt4IU1"f!)
(Primed '114m/! wid lil//!)
(Printed nmne und lille)
AlA DOCUMENT A101 · OWNEJI.-CONTRACTOR AGREEMENT. TWELFTH EDITION. AlA. . C>t987
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., "tVASHtNGTON, D.C. 20006
A101-1887 8
II
H
t';;: 1\1) f}/l/ d Y /111 G LCVJt/ ?tc u112~ i O'~-1I! 0 I:: ~IG CC//'Y~l-L
]/'01)) -; T rv:.- Tic> Aj C 0 h ('= Z./VL z-f=/::: (' (3( 037 (1' it'L
Lf./I1--[,. /-1 f} U7.. Il-.;' iVCJlIlr-..CC'V d {' 7t'{JV i1/"9 ...]~L- ~i..:...z..-vc: z 11
c f)~,+- '-/3 "; 0 ,JQ r)l -e. >911,,- C{j ~C-/' 1 Ire) -Vi 1/1.i..j./r.'J"k ;:,-1)
'j A -z:. ,5/ L V GV O/J Ie)' r..::-r..2J- F c~'u (-.;' ~ i c. tJ (/ '1/ Tv L/ -:.:1.- vb
.;j-G b fJ<:-l'/V\) r #. 11/.,') 13 . 36'[' If! ci-u I) i,l A ,,7. ,1/[,
7. c. fA ~f /, t.--f-s rl--lr
C/ ~ /JYJ{' /",",' "',""'/1"/,~I7/J,,
c::x .-c '-7 I" / { C=-~
ll~a
~~ Q\ll\C\T.
>-
a..
c:::::)
<:..:)
L.a..I
--'
-
I.&.-
!II
OJ ~~
u~~:!]
........, ~~;o
~rrt
~?~~
to ['1)>
I <-' ~
o <-'-urrt
N g. ;0
~ alo
~ Ul
~
-u
-<
;0
o
I
()
I
rrt
s::
-U
()
r
~
-.....J
Ul
(9 t ')
~ z .,
)> 0 C
Z N (/)
C N (!)
)> r r
r fTl fT1 r
(/)
"lJ I fT1
C r 0
r Z fT1
r ^ z
0
U1 0
-i ~
~
fT1
0 0
Z -i
0
;0
ClIl
....,
g
...
II)
o
N
III
;0
!='
-..,
-
.--
,..,..,
C'"':)
<::)
-C
-<
o
~
:z:
~~
G')
Z
rrt
;0
III
~
ZF.i
~
o
CJ.I"-
o 0
UlUl
I t5
t.J'
o
I
N
U1
N
:S::U1;:E
)>-fo
c)>;o
,,-I^
)>fTl
0'00
-1,,0
C Z
;o"fTl
fTlr
;0- )>
U>~O
(1)>8
-01;0
fTl~O
Ov z
"0>0
OtN
)>tN-I
-I 0
-r
OOZ
Z 0-
(1)>:'1
"lJr:U
fTlO)>
;0 O'
-lOCO
)>fTlO>
Z ~
Z)>->.
r"\Z-.....J
~,'" 0 ~
CJ.I
0')
a
!~.
:iD
i tl: :~
~-
~-
->.
->.
"
~
~
:s::
o
::::.
5 $:
~or.l
?'''-
N () )> (/) 25
~ E 5~ -;0-
Im rrt
~I8;O
'IOCO
rCZ)>
[;) (J) -i^ c....
. rrt ~ (/)
.,,0 G')
;000
r. rr
"- a5 ."
G')
rrt
G)
rrt
;0
-.-.
-
CD
~CJ
::c
-00
fTl-l
;oc
~Z
fTlCJ
-IfTl
fTl;o
;0
r-
r'I"1
c-::>>
c::::;)
-C
-<
............
---..
,
~
\
~
'"
-"
t'V
~
I
o
~
...
~
~
:I:
o
o
CJ
()1
I -0 -..,
0 C
;: r~ -
~ r)> r-
)> U1Z ,....,
X -iC
)>)> .~ C'"':)
)> -Ir
0 c;:::)
" z -c
71 -<
( FireMaster )6701 SOUTH MANHATTAN BLVD.. TAMPA, FLORIDA 33616. (813) 839-0244
MASTER PROTECTION CORPORATION
TRANSMITTAL LETTER
DATE: 10-30-91
MPE CONTRACT # 307 -30-252
TO:
Zepherhills Build. Dept.
5335 - 8th street
Zepherhills, FL 33540
JOB NAME:
Silver Oak Golf & Cntry Club
Club House Drive
~\!f~ rtlLN\~tt ~ (735.B
ITEMS ENCLOSED VIA - MAIL X
~.! DESCRIPTION OF rm1 ( S )
2 Fire Suppression Drawing/cut sheet x
.. 1 Fire Suppression drawing Ix x
1 Workman's Comp Certificate x x
... 1 Hillsborough Co. Occp License / Card x x
*' 1 State of FLA - Certification Permit x x
REMARKS:
Please return copy of drawing w/ enclosed
envelope marked with your approval
~ ,j, A-- Ftl-'I
O~G i.IJIfJis -r;; PO / /O!}d Iht+ ''fP..10;!~A1 L
CC: to file
CONTACT:
Patricia Buchanan
NOTE: RETURN (X) COPIES MARKED
WITH YOUR STAMP OFF ACCEPTANCE
AND/OR WITH YOUR CO~~ENTS.
FAX (813) 837-9491
HILLS CO: 839-0244
POLK CO: 665-4706
PIN CO: 791-9390
~
N
............
\)'-..
\
i/)
~
--
A
)'i
~
~
~
~
u..:
Z lL.
0 <i.
..-1-
....... <(I-
:J~ X
z(f) <(
<(..-I ~
~..J ::
:J 0
0- I
L{)
n:::n:::
w~
dW
z::E
:J-
n:::
1-W
()a..
::J:
ov
co
o
o
o
:r:
.
o
.1
N
,.-
:>
o
2
o
I-
:>
o
~
.
.q-
~
~
~
U)
c:::
~
c:::
1.1..
III~'
I.~II.
I~
III~;
1.;;::::;,;:;11.
I~
~- ~
.. ~
(C)
D~~
.~~
o
a
(C)
,."
. 0 ,,,
I""--z""""
~<(z
. Z
<oW-
0>0<(
01-
. () n:::
<( W
cL..-Ia..
u..:<((/)
. () Z
zoo
..J -
o I-
1-1"')<(
I"')()
0(0-
Z l.L.
- .()
O~w
n:::Na..
o I(/)
()<(
().q-(/)
<( .
.n:::
wLiW
z n:::
0lL.::J
00t)
~W<(
n:::1-lL.
O<(::J
:::>1-<(
>(/)~
N
It)
N
I
o
.1"")
g 1
to 10
o 0
..,1"")
vi
....=
5:2
(II
ci
c:::
c:::
W
o
W
o
I.I..m.........
-l=>
odli~
<..? OlL.
>-
(/) c::: W -
::S::I-(/)~
O<:Z::> -l
::>0:1:
c::: 0 I c:::
We.> W
~ ~Cl~iE
g u>~d~
.........Ii:
~ ~ ~
~ ~
..,
c:::
W
Z
<..?
Iii <:
?=
:z
~-;;
o
o
z:
W
C>
W
..J
~
Z
..J
I
W
..J
m
(f)
::)
l.L.
(f)
W..J
..J<(
N::)
NZ
o <(
Z~
to>
It)
I'-
N
...J
()
0-
::E
W
I
()
I
o
c:::
>-
a..
It)
N
o
ell
...
~
to ~
c::: q l8 ~
WQ.~ 0
I- .., I
(/)t.J m
~~Ii!n
W~ IX)
c::: I::; -i .........
G:~~ ~
~t-'e
u;
;;
ID
Z
o
~
I-
(f)
..J
...J
::)
0..
. -
.. ' fi
,... -, "t ~ .
, ' ,
It
" '
, . .
e
. : !':~. ::" .~,. ":
. "', :.::t~~r~;:~.~~ !~'.. '," . -
". ~:.: .:... . . '. '. . . ..
".~" '"l;':',#:-:"- ;~"
::~~.~Y:~~:~'.. ;<.'
. .. .
"... ....
.1
. ." . -. .
.. :.-:: - :~~;':':::.".' ....-
.. ... ~ '-. . -". ......... .
- . .
, .
_.. _ .',.;<0"
- . .: '''' . .
. .~I ".::-.
. -
PCL-4J65/275/550
RESTAURANT KITCHEN '.
FIRE EXTINGUISHING SYSTEM
. .. ...-. ".
. : ......~ --.' . . '. :~~-..~
.>~".. TECHNICAL . MANUAL?:.~r. .
e.:"...' ." .1I~4ST ALLA TION, MAINTENANCE AND SERVICE...i~
- --.. ~. ;., . .' " .. \ ~':-'''::'~::':
'.' "r .... - .;~~'.~~~~~~-.;..-:
. :. - .
" : :..~. "."
'. -~-.:. .
. ~..J. .
: "0- '-"
6h
.,
..... 0 MlO
tLC C2X812
MM 1. 1988
. .......-.. -' .... - ., .-, - . ,--- ~.. . . . - .~
. .... - . ._.. .. -~ .-
.......
---.---- .....-...----.. .._--*
:
CHAPTER II
N077LE PLACEMENT
REQUIREMENTS' ."'. ". :'~~.~~"G
-:..r.~~. ;'. ,~,;;~.~~. _ ' ~._:t'~~~':?~'h.~~.
, . ::The nazz*...u.....,. be iI~ _1he "*...... ~.~ .- ,::-.
. :a:__1hey proc.ct. If 1he duct is -.a-1hM 50 inch perime~.. .....:.
- s.1he ClOD secdan of __ must be ~ into twO equ.a .~
:=i.~ ~ One nozzle ,..,.1hen be ....t ."111 at'th8~.:-
'; w.;dpainc of 1M _m.r protKt. The nozzles naJSt"'" ~
, be instilled so 1hey aim dinIc:dy inID die duct. (See Rgunt 2-1). ~'~'~
As pnwiausIy~. nozzles .. UsI8d and Approved to pro-
1lICt duds of unImited Iength.' A single nazzle wiI proteCt cir;
cuI8r duds of 50 inch .,....... (16 inch dlalMw.. Rectangular
duds of 50 inch perimeter maY IIso be proteeted with a single
nozzle provided no side of 1M ~ exceeds 17 inches in
length. .
. Two nozzles C8II be used to protect circuI8r duC:ts up to 84 :... '.:-
, . inches in ~imew.l26Y. inch in~n.W).1n a situation --- ~:.-:'
additional nozzles are used to proteCt ~ducts~' -r.~'
1han 50 inches in pelimeW. the cross sectional.... of the duct .
must be divided into equal ~ areas as previously -",:'"
_ stated. Each individual ... must sadsfy 1M limitation of 5Of?:
inches in pelimeter with a maximum side of 17 inches. (See>,~
',.Figure 2-2). ' -
" . ...'.' Nozzles used with me Pyro c.n Model PCl-185127!1550 w8t '
;_ c:henUcat extinguishing systems have been 1IISt8d in KCGfd-
'.!811C8 with the requirements of Underwrit8r"s l.6....ies Inc..
': Under_.jtefS Laboratories of Canad8. and Fadary Mutu8I
Research. .
These systemS have been found to be effedive when applied
within the liiI.tations estabfished by that UlSting.It is. tha..fore.
imperative that the nozzle placement reqWwmenIs detailed in
this section be followed. When the haz8rd is of such a size 1hat
it exceeds the limitation of a nozzle. additioMl nazzIes are to
be used. In no instance shall any nozzle be used to proteCt ..
area greater than its Listed or Approved ~.
Nozzles have been developed to protect the foIowing hazards:
A. Exhaust Duct G. Synthetic Rock
B. Hood and Plenum Charbroiler
C. Deep Fat Fryer H. Radiant 0aarbr0iIer
D. Griddle I. Natural Oass '.A"
E. Range Top CharbroiIer
F. Range/Griddle J. Upright Broiler
Combination K. Chain Broiler .
A. EXHAUST DUCT PROTECTION _ The Model Nl.-P (rIP #722) will sti!I ~ a flow number. :;;;::,"
, . ..;;. of one and will foDow the br8nch ~ ~ements for the ;r;<.<
-:'ModeI NL-D Nozzle mp .721) - This nozzle has been ,.:~ductbranch.AmaximumoftwoflowrunberswillbeaBow-"~~'
:~ developed to protect ducts of unlimited length with a ma:ximum ", :JF.=i 'ed per branch. " . :. ~ ._?i,~_:'.."~~..~.~.~
'. 'of 100 inch perimeter. For ducts with a maximum of 100 inch ..:,-<. .'
, '. pennimeter. a single exhaust duct nozzle can be used. wt.e~'~;:.: '. " .-
. the exhaust duct perimeter is between 100 and 150 inches.~"'" '~ -: .;'~:~"if..'
..=~=.=::--..::= .~~,c; ... .'.';'7.~.'
undampered with fan off. or undampered with fan an. It is not. ;.:'.;:..~. : .. :. :. ;,;?~:.:'
::..::==.==:::: ~~....-'1~1
... they protect. If the duct is larger than 100 inch perimeter. - ..
. '.-';;x';;.
the cross section of area must be subdivided into two equal , ' , ~~"._.
symmetrical areas. One nozzle must then be installed at the ,;~'
miclpoint of the area they protect. The nozzles must always --'"
be installed so that they aim directly into the duct. (See Figure
2-1..
As previously stated. nozzles are Listed and Appoved to pro-
teet ducts of unlimited length. A single nozzle wiI protect cir-
cular ducts of 100 perimeter (31 ~ inch di....... Rectangular
ducts of 100 inch perimeter may also be p.ollKted with a single
nozzle provided no side of the rectangle exceeds 33Y.a inches
in length.
Two nozzles can be used to protect circular ducts up to 150
inch perimeter (47Y.a inch diameter.. In situaIions where two
nozzles are used to protect a rectangular duct of 100 to 150
inch perimeter. the longest side of the rectangle must not ex-
ceed 50 inches. (See Figure 2-2).
Model NL-P Nozzle mp .722) - The Model NL-P has been
developed to protect ducts of unlimited t.ngIb with a ma:ximum
of 50 inch perimeter. For ducts with a IIIDimum 50 inch
perimeter. a single nozzle can be used. WheN the exbaISt duct
perimeter is greater than 50 inches additionII nozzles must be
used. These nozzles have been Listed and Appraved for ap-
p6cation where the exhaust duct is dampered. undampered
with fan off. or undampered with fan on. It is not required that
the fan be shut down or the exhaust duct be "tapered for the
system to operate properly.
UL EX3830
ULC a:X812
MI<< 1, 1988
.;~
. .: ;....;.
::: :; ~:fi~
QJ_2lrW -r
o W
, .J.
G~-==J
NI.~ 17- _
L-W
. .
o
W
lNl.~ ~o- -J
NI.~ 12.5- -
e
figwe 2-1. Nozzle Cowrage Limitations
8
;-
&4 110"' 1INlP'"""
..!:I_left
.:,{t~
~-~.-. - "
,'"':"- '
.a: _'U -
tl-~
,JlI<<~ J,J. 0
~. x:=- L =r
- NOZZLE
::'r.-'
.::
Figure 2-2 Nozzle PIacemeI1t in Duct -
8,
. '
'-.- ~-
'I"
~
t:;.
V
. B. HOOD AND PLENUM NOZZLE
Model NL-P (Tip #722) - The Pyro Own pIenum'nozzIes have
been developed to protect the plenum sedian of 1he hood. The ,
, Model PCL-1651275/550 systemS.-1he Nl-P nozzle far1his
app6cation. This nozzle has been Ust8d and Approved to pr0-
tect plenums with rectangular dimensions of 6 x 4 feet or less..
, Larger plenums can be protected but the hazard .... must
be divided so that each nozzle plOUICtS an area of 6 x ~ feet
or less. Examples of plenum nozzle placement are shown in
Rgure 2-3.
In addition to size limitations. nozzles must be located at 1he
top center of the plenum, within 4 inches of the tap of the hood-
They must always be aimed in the dowward direction, tDW8rd
the filter banks. (See Rgure 2-4).
Model NL.A (Tip #723) - The Model NL-A has been adapted
to protect the plenum section of the hood. This nozzle has been
Listed and Approved to protect pienums with rectangular
dimensions of 8 x 4 feet or less. Larger plenums can be pr0-
tected but the hazard areas must be divided so that each noz-
zle protects an areas of 8 x4 feet or less. Examples of plenum
nozzle placement are shown in Rgure 2-5.
In adcfation to size Dmitations. noz:zJes must be located at 1M
center of 1he V-Bank width or ~...ed betw-" the fiIt8r widIh
dimensions when it is UtITIZed whh . single b8nk fiIbIr pIenunL
(See Figure 2-6). The NL-A crap 1723) nozzle must be maunIIId
so that it is within 4 inches of the short waI it is rnouI1UId an.
The Model NL-A (Tip #723) wiI still m8intain a flow numIMIr
of one and will follow the branch pipng nIq\P. emems far 1he
plenum branch. A maximum of one flow number will be allow-
ed per branch_
J~rr~
,.~
+
.
r~--+---1
. i
..~..... .....
. . :..~.:. ~- . .
SIDE---
.. .~. ':'" .. .
.'
~~~~1k:;~~~;l3;r-'
.. -- : .~-~'.,::::'
'.
"
. -;....
'J
.....- . .... ;;;~.i '4~~. ~.~~k
<'". " ". :"~:'~~~~~,~~'..;~;~':;~' .
.:....... . ~... . .--
.~~~:. ..".
. - .'~. . "';'"."2,' .
=..'-~': --
'lo -. . ".
--.....:....;.. .
, ;
'.. -, ...
". * ;-~.. .~:~.. --:'r::~:: .. . .....;: .-.~..-:t~- .
'~.'~~~~~ ~'-:
. ''': ~2~.~~inPlenum
. ~~.
. .;".. ....
.. ."
... -~'';' .
. -,>':-:-.:;" :~. ".~
~.. -~.: .;..
- ~ ',:
.":". ".
..' . - . ..
.: :::::.. ;.~:_:~~r ..~- :::..: ''':~.'~ .. :
. ~:: ::~~;~:~;:~
...., .... -.
.."",,-
".. . ~.'
-.
- "
'.. _ .'4'~ -_ _-: .
, ~CENTER,UNE
I ~ ,OF PLENUM
. '..,
I
/
/
./
./
MINIMUM
HEIGHT
OF N-l.JI
NOZZLE
FILTERS
END vretW
Figure 2-4. Nozzle Ptacetl*1t in Plenum for Modet NL-P
UL EX3.3Q
ULC CEX812
MAY 1. 1988
9
:--
--
-
',~"
#;,
~:
: -.-':. ~~.~;f:~:,. .
~ ." .".." .;:::';~.l??:::'"
.
.- . .~ ,," ..
-: .:~':.~:~l'"~:.:.
. ~;~~~:;t :,::."" ".
..,: ,:,~-:'7::.v;~~;..._
~~!~~"'...
. ;"..:'!:".,:
...., . ~ '.- - - --
.-
,,-.:. -~~~:.. .. .. -,-: -." .
---':';:~~:;,;' :-,"':'.- .:.: ..
. .
.. .....;. -'
':? ~~ ,,~._.... q ..
. ._*_...~.
. ~ :.-'''.~
.-~ . ~ ,... ~ - .,:~ '~~!~:'.
.. :...
...: .~.~~ ~ :. :~;" ","
....?:...-...:
.......- ..-
..:':~.,.:..::,;
.;.- .......
figure 2-6. Single .FiIter '!*'k
. s. ._~.. -." .... ..
. - '.~.
-.....
The nozzle positioning shown is not..~ method of
protection because the plenum ... dinIctIy under the fitting
tee is not within the discherge patt8m of either nozzle.
., Co DEEP FAT FRYER - The.~ fat is p.ut<<.eed by the Model
. NL-A nozzle. When appliecMa the deep fat'fryer. this nozzle
has been U.L Listed and F.M. AptJnMId to protect a hazard
... of 6.25 square feet. This... can have a maximum side
dimension of 36 inches. The h8zard may consist of a single
latge fryer or multiple smaller fryers.
For a single large fryer or multiple fryers spaced no more than
one inch apart. the nozzle can be Iocat8d anywhere over the ·
fryer but it rrurt be aimed at 1M tr.;dpainL The allowable range
in nozzle height is 15 inches to 50 inches. (See Figure 2-7).
For double fryers speced up to 12 inc:Ms ac-t. the nozzle must
be installed within 6 inches of me front to rear center line and
within the perimeter of !he ... to be ~()tea:ed. The nozzle
can be mounted between 22 inches and 50 inches above the
fryer surface. (See Figure 2-7).
6.f\
~
Figure 2-5. V-Bank Filers
UL EX3830
ULC aEX812
MJ1N 1. 1988
10
e ..' DIND1D CBn"ER
,;., ". ~ POWr OP APPLIANa!
.-
\'.:.'~''''''.
....:-'J:..t... "_
I
:~ ;-: -.-:."-/ .:-;~ -.
J __...;.:"'........:.r; __
~."":.
. . ....
... },.~?:s. .~~~.~. .
.iJt.- . 'I
....'::.-:. ,,"_' .__.....,M::
:;:..z:oo ......~,..g. i.-
~~~~-.I
. ;:~:1~~ftj~f.~1
. . ~,: 'f :j.:.:: .-;- .:-
:.- ~~~~~~~ :.~::~.~
-:-:... .:
. "'.
:""'.
,.:,,, .~
~ . -...... -. -
.. """:'.-
..... -:,,-.-":-";'
NOTE:
fmZZ1E SHALL BE LOCATED ANYWHERE
',. '-. ..tHE SHADED NIIA N<<J AIMED AT tHE
,~'~_ .:::~:.~;;::~~~~~;l~",,::'~_
.-.... .
"":"0.--.'- -,
.~.
,..;..",
NOTE:-':: 2!:.~=':'. .:..-'.:::~:.:.-.~~
It
NOZZLE SHAlL BE LOCATED ANYWHERe
IN THE SHADED AREA AND AIMED AT THE
,~~r::}~'~:'. ~,,:;'.~:~"i;~E~r~~~}:lJ- - '-don._
iii~~;'.:,<.'~:'~ . uw~~i::~i~:~~~c, . .
._.~...... ~2i;;}.:! ....' .~. .,,-- .q.<:..
-. "........
~/~1f~:~~.-.
-.~,;.;:;.~ ~~:..:~.
e", ~-:-
0..'" . _. _."..
"" .".. '":',,1 'l.' .... -... ";'.5 ":_."
.-.-~;r-',:",':,'..r_'..~,..:",~._.~~.::_ '. - .. .. _-._:':-'10'-'. ,.- -.-
-.- .~- :::- -~.:~-;.....:'~.:. .. ..
: ..-. . _:':~' 2-7. N~zzle Location. S"lngle ~ ~ -
Deep Fat Fryer
~ '..'\:."::~".
.~'.'.
..; .~
-'
-" - . . ~.. :~.."
. -'.
.-
n~
~
D. GRIDDLE - The ModeJ NL-A nozzle is .... used to prat8Ct
a cooking griddle. The maximum griddle ... which C8I'I be pr0-
tected is 10.4 square feet with a maximta side dimeusian of
50 inches.
The nozzle must be located over the gridcIe caoIcinQ surface.
at least 3 inches inside either left or right edgL The nozzle must
be aimed at the midpoint of the appliance IIId mounted 10 in-
ches to 50 inches above the cooking surface. (See Figure 2-8J.
E. RANGE TOP - The ModeJ NL-A nozzIe..-.o used to pr0-
tect a range top. The maximum range top .. which C8I'I be
protected is 10.4 square feet with a rnaxinun side cIirMI....
of 50 ir1c:t1eL
The nozzle must be located over the ..... top mald..g ...-
f8ce. at !eat 3 inches inside either left or right edge. The nazzIe
must be aimed at the midpoint of the ~liC6 .-1d mauna.d
10 inches to 50 inches above the coaIcing ariaca. (See Figure
2-9).
- ."--- -:.-;..
.'
NOTE:
IIIOZZLE SHALL . LOCATED AN'tWHERI
..tHE SHADID AIfEA ANO AIMED AT lItE
CBmRPCIWr le). '
figure 2.9. Nozzfe Location. Range
11
tA. EX3830
tA.C ax812
MAY 1. 1988
-
- ~ --------. -
_. '. ~
- .-.
-~
..--
J';..;r:-"
iil
I!!
I\i
I
Ii:
Ii:
,I
ji
d'
;j:
W
!I:
ili
!I;I
:1':
'Ii
j!
I,
i
i
I
I!il'
Iii
..:--::.--- ......
:~
~
,
_ _ .-.vJd c:snBl
". POINT 0# AI'fII,IANCE
NOTI:
NOZZLE SHALL BE LOCATED ANYWHERE
III THE SHADED Al4EA AND AIMED AT THE
C!NTER POINT (e).
NOT!:
ONE nJ NOZZLE A8IO'W GRmOl.E. ONLY" SHADI!D MEA. IS Nt
NON &o::PT'ABU METHQC). CROSS HATOIID NIEA IS All U.
PAOT&..ll:U NffIA. WHERE WET a 1EII1tlC.... wu. NOT FALL.
FV- 2-10. Nozzle Locadcn.
Griddle and Range Combo
UL EX3830
ULC CJ;X812
MM 1, 1988
..--
F. RANGEJGRDU COMJIIIIA11QN - ~ Madel NL-A nazzfe'
can be .-I1D prac.ct . ,..Igriddfe ",,"_..don app8ence
I"'~ag 1M widIh does not exceed 50 indwL lbetDtal...
01.......-. is not 1D exceed 10.4 square t.t and the griddle
... ,.. must" in "II .d8IIy 1M......... For purposes
01 this -Cl1!" ..~..1M.... plane wit be defined as within ( . .
4 incheS of -=h other and no ~.. is pecmitted in
1M c:IiscMrge .......
The nozzle must be Ioc3bId over 1M ~IQ surfKe. at least
3 incheS inside lither 1M left 0/1 right edge. The nozzle must
be..... at"" midpoint of 1M .......ICL Nozzle height &mita-
1ions of 10 incheS 1D 50 incheS must be ~ for both see-
1ions of 1M c:ombinaIion ~ICL (See Figure 2-101.
G. SYNTHEl1C ROCX QfAR8ROILERS - A synthetic rock
c:h-bQoiIer is III 8PI)Ii8nce which sinUat8S. ch8rcoaI gnll for
cooking. The lIppIi8nce can use lava rocIc. SOfalhetic rock or
pumice type of.briquettes and is fuefed by either gas or
eIe<;tricity. .
The syrdhetic rock charbroier is piotec:ted by the Model NL-A
nozzle. A single NL.A nozzle will proteCt . surface area of 480
tq&*8 inches with . maximum side dimension of 24 inches.
The nozzle I'IXISt be IocatIId OWI'the ...,uted8d surface and aim-
ed at the midpoint. Nozzle heights are limited to 15 inches to
35 inches- (See ~. 2-11 I.
e - DENOTES cefTER
POINT OF AI'PUANCE
'~ Ci
~ ' t
1 15- TO 35-
NOZZLE HlEGHT
NOTt:
NOZZLE SHALL BE LOCATED ANYWHERE
.. THE SHADED AIEA AND AIMED AT THE
CSCTER PQINT (e).
Figure 2-11. Nozzle Location. Synthetic Rock
CharbroiIer
l
12
-
~. . .~.- .. .'__ .w .~~
~~ - ............ -~. .-."" .pO.. .........-.--..... "
~ '
H- RADIANT CHAR8R01LER - Eidwlhe Model M.-A orModlll
NL-R can be used to proteCt either fiIedric 01" tu.Ied mdia1t
charbroiIers. .
ft
NOTE
The radiant ch8rbroiI.- is disdnguiIhed by 1M... of IPS
or efectricaIy heated metal sa;p.. IJIa,.A.JCSI. which ..
used to cook the mat..
The NL-A nozzle can protect. r8diant d_b.oierwilh. cook-
ing surface of 480 square inches with. maimumside dimm-
siGn of 24 inches.
The NL-A nazzte must be installed wiIhin 3 inches of the front
to rear cantertine and within the _;'._11II of -.he ...u~
c;ookillg surface. The nozzfe must be ..toIIed beb.1lI8I1 8 inches
and 15 inches from the cooking surface and aimed at 1118 mid-
point. (See Figure 2-12A).
The NL-R nozzle can protect a radianr charbraiIer with. cook-
ing surlace.of 384 square inches wiCh a maximum side dimen-
sian of 24 iliches.
The NL-R nozzle must be installed within 3 inches of the front
to rear centerline and within the perimeter of -.he proteeted
cooking surface. The nozzle must be installed between 15
inches and 36 inches from the cooking surface .-Id aimed at
the midpoint. (See Figure 2.1281.
I. NATURAL "CLASS A" CHAR8ROI.ER - The Model NL-A
nozzle will protect a naturally fired charbroiler. These types of
appliances specifically use either real charCOlII 01 mesquite
wood to support combustion. The Pyro Chern Model NL-A
nozzles has been Approved and Listed to extinguish fires in this
type of apprumce. Tests were conducted using c:twcoaI. mes-
quite chips. chunks, and logs with a maximum fuel depth of
6 inches.
Each NL-A nozzle can protect a Class "Au hazard of up to 480
square inches in area and maximum side cranen.ion of 24 in-
ches. The nozzle must be located over the ...oted8d surface;and aimed at the midpoint. Nozzle heights must be between
15 inches and 35 inches. (See rlgUnl 2-13).
~
XJ
.. - DENOTES CENTER
POINT OF AI'PUANCE
NOTE:
NOZZLE SHAU. BE LOCATED MYWHER&
IN THE SHADED AREA AND .wIED AT tHE
CENTER POINT (.. J .
t .
\.-:.
Figure 2-12A. Nozzle l.ocadon. Radiant Charbroiler
Using NL-A Nozzle
\ .
_ _ D8IOTES CINTBI
I'OIIIIT 0* API'UMCE
'"
NOTE:
NOZZLE SHALL BE LOCATED ANYWHERE
.. THE SHADED AREA ANa AIMS) AT 'tHE
CENTER JICINT I").
FIguN 2-128. Nozzle Lac:aan. Radiant CharbroiIer
Using NL-R NazzIe
e- DENOTES aNTER
POI'fr 0* API'IJANCE
NOTE:
NOZZLE SHALL BE LOCATED AHr'WHERE
.. THE SHADED AREA AND AIMS) AT tHE
CSfrEII POI'fr 1-).
FIguN 2-13. Nozzle 1..oatioII. Class A Ch8rbroiIer
13
lA. EX3830
tLC ax812
MAY 1. 1988
- -". .. .._..._._._...--~_..---- -.- ~...~-...__._---._._-------~"--"
1~ ol. UPRIGHT BRoILER - The upright braiIer is ~~ by ·
pair 'of NL-UB nozzI~ &ch nozzte ~ . flow ....... GI ".
The putpcMe of using two nazzIIlS is 1D ~ _ c:bMticll
. ",operty ~,....., me cookkIg ..:_Ger.nd -~cIdp 1*1-
,..... nozzles wi! protect upright broilers willi ....... .......
... of 34 incheS by 30 incheL
One nozzle.... be ..-.IIed in _ fIanC _6~ of_......
c:Mmber 8I'ICI.-ned at 1M dIaotP- carI*. The nozzle" be
.,.......aed ...,. the ~ A secand nozzIe!ftUl'be ..ur.,
~ the front edge of 1M er- drip pM 811d.... at its
midpoint.
For exua large broilers 01 nUdpIe UI'right ....... ~...
nozzle .... must be used. &ch nozzle .., wi! pnact. 34-
x 30- upright broiler. CSee Figure 2-141.
Figure 2-15. Nozzle Loc:ation. Automatic Broiler
with CJosed Hood-
~
Figure 2-14. Nozzle Location. upright Broiler
K. CHAIN BROILER - Two typeS of chain broilers are c:urrendy
in common use. These are open UIP and closed taP. Each is
protected in a different ~.
Closed top chain broilers are p.~ by using the NL-uB
nozzfe in pairs. Each nozzle couna _ ~ flow point. One noz:zIe
should be mounted in the inlet just above the c:hIin. A second
nozzle should be instaJled to probICt the'drip p8n. Using this
nozzle placement as shown in Figure 2-15. . chain broiler with
a cooking area of 30- x 34" can be ~ A largercoalcing
area will require additional nozzle p8irs.
Open top chain broilers with c;ooDlg cMmbers of 32- x 34-
maximum are protected using the NL-A nozzle mounIlId CJWC'
1M opellillg In the top.nd direc.1IId downw8rd 1D'-4lQds 1he mid Figure 2-18. Nazzfe Location. Automatic Broiler
point of the cooking chain. This nazzIe cauntS _ one ftow point with Open Hood .
8I'ICI.C8I'I be mounted from 10.22 inches abow 1he coaIcing....
face .. shown in Figwe 2-18.
\
I
I
T
c.
'j
(.,
~ t
Dimensions of opening on tap of chain braiIer is not 1D
interfer with nozzle discharge pIIU8m.
UL EX3830
ULC C2X812
MM 1. 1988 14
,.
~- -- .
-----..-.
-
......
..
..-
CHAPTER III
PIPING REQUIREMENTS
Fl,"1
, .
.
Pyro a.n Aurom8tic Restannt Systems pennit a v.n.ty of
unbalanced piping configurations. PIping for the
. PCL-1851275/550 systems.. inI8nded 10 be vetY simple and
.~ ~~forwIIrd. There.. noftow dh._lieIIs".~ &.-d
in 'the syst8m.
NOTE
The only ac:ceptabIe typeS of piping which can be used
with 'the PCl-16512751550 is black pipe. chrome plated
pipe, or stainless stee! pipe. Galvanized pipe cannot be
used.
The PCl-165/275/550 systemS have been cIlNeIoped using a
system of flow points. Each system has a maximum of:
I. PC1.-165 - 6 flow points
II. PC1.-275 - 10 flow points.
III. PC1.-550 - 20 flow points.
Pyre Chem uses a flow point system to permit maximum flex-
ibility in piping; Each nozzle has a flow point rating as follows:
NL-D (Duct Nozzle) ............... 3 flow points
NL-P (P1enumlOuct Nozzle) .., . . . . . .. 1 flow point
NL-A (Apprl8nce/Plenum Nozzle) ...... 1 flow point
NL-R (Radiant Charbroiler Nozzle) ..... 1 flow point
NL-UB (Upright Broiler Nozzle) ....... Y.a flow point
MAXIMUM NOZZLE USAGE ON SYSTEM
~NUMBER
AppBcatfon '. \~:16~PCL-275 PCl.-550
Appliance ~ 10 20
Plenum 6 10 20
Plenum 6 5 18
Duct 6 10 ~18
NL-D Duct 2 3 6
NL-Ua Upright Broiler 6 pair 10 pair 16 pair
NL-R Radiant Charbroiler 6 10 20
To further simplify piping. the Pyre Chem PCl-1651275/550
.-,atIIf1'1S do not restrict piping runs to specific Iengd1s and quan-
tity of fittings. Instead. limits are placed on pipe lengths in termS
of actual length of pipe and equivalent lengdt of fittings. All
pipe fittings develop a pressure loss which can be equated to
the losa through a specific length of straight pipe. This loss
~ the equivalent length of the fitting. The equivalent length
of fitting is always added to the total pipe length to determine
the equivalent length of the branch. Table 3-1 illustrates the
equivalent of pipe fittings used in PCL-16512751550 systems.
Table 3-1. Pipe Fitting Equivalent lMIgth in Feet
Nozzle
NL-A
@
-,
NL-P
~. s0- ls: TEE UNION OR
PIP! SIZE ELBOW ELBOW 1.-_ SIIE OUTLET COUPUNGS
318 0.8 1_3 0.8 2.7 0.3
" 0.8 1.7 1.0 3.4 0.4
~ 1.0 2.2 1.4 ....5 o.s
Pyre Chern PCl-165/2751550 piping is bIaken down into a
m8in supply 6ne and branch lines. Branch'" can further be
defined as duct branch, plenum and ~ branch.
c"-'
A. ... .......Y LIE -
L PCL-165 - The IMin supply Ine is me run of ,.. pipe .
fram the c;yInder 10 the haDrd .... In ...... this will
be a straight Ine run U8ing'" 10 ~.ICh" off 'the main..
li........ on main supply line piping far 'the PQ..-165 ..
shown in Table 3-2-
Table 3-2- PIping u.n;tations far PQ..-165
SECnON
11ft
DIMl.
MAX.
VERT.
RISE
IIIiII $IlIIIIr LiIIe 3Ir 7 1r
See Figure 3-1 for ac:ceptaOte configurations
NOTE
The muimum length of the main suppy line between
the first branch tee and the last branch tee is 20 feet.
2. PC1.-275 - The main supply line is the run of 1/2. pipe
from the cylinder to the hazard area. In general, this will be
. snight line run using teeS to "branch" off the main.
Umitations on main supply line pilJing for the PC1..-275 are
shown in Tabte 3-3. .
Tabte 3-3. Piping Umitations far PCl.-275
SECTION
... SIM LiIIe S - 10
7 12'
"- See Figure 3-2 for acceptable ccnfigunItions
NOTE
The rnuinun length of the main supply line between
the first branch Ute and the last branch tee is 20 feet..
3. PC1..550 - The main supply line is the run of Y.z. and
Ya. pipe from the cyIincIer to the hazard area which must
supply a minimum of eleven (11) flow points with the
PC1.-550 system_ The ~. cfJameter pipe section is used to
supply from the cylinder to the first teA flow poims required_
The main supply is then reducad to ". diameter pipe and
wiI supply from one to ten additional flow points as required
10 protect the needs of 'the hazard for . maximum of twen-
ty flow points.. In general. this will be a straight line run us-
ing _ to "branch" off the main. Limitations on main supp-
ly line piping are shown in Table 3-4.
The main supply line when used with the PeL-550 for
b8I8nced split systems Will utif'lZe the y.. diameter pipe to
supply from the cytinder to the tee which spats the system
to each separate hazard am. The ~. diameter pipe is not
permitted to have any branch lines in this application. The .
pipe run extending from each side of the tee is reduced to
Y.z. ciameter pipe from which each side will supply a max-
inun of ten flow points. Each side must be balanced within
one flow point and not more than a ~ 10 percent imbalance
on piping run. LimitationS on main SUIJPIy line piping are
shown in Table 3-5.
NOTE
The PC1.-550 is only to be utilized in acess of ten flow
points. If the tataJ of flow points is below ten, a
PC1.-275 or PC1.-165 system should be used..
15
UL EX3830
ULC CJ:XS12
MN 1. 1988
. ._-~- ...------- --- -- -- ---.- .._- ..---- -- - .--- .~
.-
" -
,.
~I
'r
. .
SECnCII l'PE
DlAM.
~- 10 31 .
7
3
1Z'
... SuppIf u..
]i- 10 22 .eo
See Figure ~ for ac;c;epfabIe ~
NOTE
The ~' diameter pipe sec:tion is used to supply from
the cy6nder to the fiIst ten flow points NqUired. The
main supply is then reduced to ~' ~pipe and
wiD supply from one to ten additional ftow paints as
required to protect the needs of 1M h8Drd far. max-
imum of twenty flow points. The muimum length of
the main supply 6ne between 1M first branch tile and
the last branch tee is 42 feet. .
Table 3-5. Piping Limitations for PCL-S50
Balancad Split System Piping
% 10 Percant
MAX. ... lSIli11tS MAX.
SECTION PIPe FlOW FEEl' FEEl' vmr.
.... DlAIol I'OIfTS lJNENl EQUV. ECUV. IlISE
.,... 5cIit ~. 0 21 35 3 7 tr
Afw 5cIit 110' 20 ..0 74
See Figure 3-4 for acceptable configlntions
NOTE
The main supply fine when used with 1M PCL-550far
balanced split systems will utilize the Yo' diametec
pipe to supply from the cyInder 10 1M tile which splits
the system to each separate hazard ..... The ~'
diameter pipe is not permitted to have .", branch'"
in this application. The pipe run extending from each
side of the tee is reduced to ~' diameter pipe from
which each side will supply a maximum of ten flow
points. Each side must be balanced within one flow
point and not more than a % 10 percent imbaJance on
piping run. The maximum length of the main supply
line between the first branch tee and the last branch
tee is 1 8 feet.
B. DUCT BRANCH UNE - The duct branch ine is the run
of 3/8' pipe which connedS the duct nozzles to the main
supply line. A single duct branch line can suppJy six flow
points when utilizing the NL-D nozzle. A single duct branch
can supply two flow points when utilizing the NL-P nozzle.
The piping limitations specified in Table 3-8 apply to the
PCL-165. PCL-275 and PCL-S50 for the duct branch fine.
Table 3-6. Duct Branch Piping Limitation
MAX..
PIf'I! vmr.
SECTION ClAM. llISE
Dc
.... Une 311- 0 4'
NOTE
· A single duct branch line can supply six flow points
when utilizing the NL-D nozzle. A singte duct branch can
supply two flow points when utilizing the NL-P naz:zle.
UL EX3830
ULC CEX812
MAY 1. 1988
c. ....... BRANCH LIE - The ..... br8nch line is the
IWI of 3J8. pipe which <:oI..ects the ....n suppiy line to the
plenum nazzIeL Only one ftow point per tnnch is permitted.
The piping ...adaI.~ in Tallie 3-7 apply to PCL-165. r
PCL-275 .. PCL-550 far pIIInuIIIlnnch line.. \; ):
T__ 3-7. PIerUD Ihndt PIping l.imitdcns
SICIIII
......
...... u..
...
DIAIL
-..
... LENGTH MAX.
VEIIr.
IISE
311"'
1
.
o 4'
I .
D. APPl.IANa BRANCH.... ":-The ~ line is the pip-
ing which COlI.aedS the....n supply ine to the appJiance noz-
zle. This will be 318. dienwtIIr'pipe and can support up 10 four
flow points. The piping IimaIian ~ in Table 3-8 apply
10 the PCL-165. PCL-275 and PCL-550 for1he appliance branch
line.
Table 3-8. AppNnce Branch Piping Um~tion
PIlE
SECTION ClAM.
~
..... u.. 311"
o 4'
..... l!NGTlf MAX.
VERT.
EQUlV; .olllSE.
4
15
NOTE:
Special piping restrictions apply to each system along with the
piping limitations previously mentioned as foUows:
1. PCL-165
.. Total of all duct. plenum anct app&ince branch piping
is not to exceed 30 &near feeL
b. Total of duct. plenum and appliance branch pipe and
fittings is not to exceed 52 equivalent feet.
2. PCL-275
.. Total of aD duct. pJenum and app1ianc8 branch piping
is not to exceed 50 Inear feeL
b. Total of duct. plenum and appiance branch pipe and
fittings is not to exceed 70 equivalent feet.
3. PCL-550
.. Total of aft duct. plenum and appfl8nce branch piping
is not to exceed 75 &near feet.
b. Total of duct. plenum and appliance branch pipe and
fitting is not to exceed 130 equMiJent feet_
~
.~--:
'?
~:
,
i.
~.
l.-.
.1
f..
'.
t~
16
-'.
. . ~ ... _._.~ .... .....-
I
ZEPHYRHILLS FIRE DEPARTMENT
Zephyrhills, Florida 33540
38410 6th A venue
(813) 782-8184
FI!\AL BUILDING INSPECTION
Fire Chief
William T. Fenton
Assistant Chief
Robert Hartwig
OCCUPANCY: ~l [vEil 04.5 t:..t--<t54Sc DATE: j;Z -{ B - 7/
ADDRESS: 3&&4-1 <!..L...d~i-\o-....-'> c:: 'b.e.
BUSINESS PHONE: '1f!Jt!!7 - (Z ~c:;- OWNER/MANAGER: RJl!Whf tf/(! {? OIf...4VtLt.
This building has been inspected by the Zephyrhills
Fire Department under the codes and regulations of the
NFPA Minimum Standards and other local fire safety codes.
APPROVED
-X:. NOT APPROVED
CO~t~tENTS:..,.-,.l€ :r::+G-rv-~ L~~lEh 15t.-(tt:J.....J N\,-<s-t Be: (\C1t.~€~~~
&C~e:- ~'- tb'--::J C~"- &= App I!cJveE~.
CD -r tJJO ~r! LIt:;!IIs ;1../ 1!1 Ilc A/ )-let C( #1 u;!- LL:c,~(L. pA>ftFf2-Ly
(M flIt! - ,e~~ ~~'CA ~",.e L.,rlr-s TkCl sf iVrtf.J. of Ale Mv sf
( QP f
<)J-J~I ~c"""'lV WJ.k-1V sh> I> IIc....f.vA-kb, lIC'Cb r....pPtl~'!;~(e-.AJ
. I f) (f) ,/. r
f1A'y. sf &. IIVSi-A c1,;;i::, fRcflE-Llf r'C~ ,!,FPA fe.- i=L,;cH/l<.C ~ L-
V p. "..,,z,(S Wl ~ St ~L. G4~ E-{IiZ) . ~ /... ~ .
INSPE;CTOR:. ~~
(2E -...L-N>peU- t S?:.D ...L.D DATE: /.2. - ~-~I TIME: IO,<c:J -t~
e;........ {'Z- ,C(- crt
SIGNED ~e--6 (/n 0
TITLE: il-~'S
ep.t ( /
06/1 7/86 als
,~
ZEPHYRHILLS FIRE DEPARTMENT
Zephyrhills, Florida 33540
38410 6th Avenue
(813) 782-8184
Fire Chief
William T. Fenton
Assistant Chief
Robert Hartwig
OCCUPANCY: C:;,lu~(l. OI4-Ks (!(...ISJ~ Sit DATE: /A. -/9 - '11
ADDRESS: ~ (q e> 4' ~LlS \~~sc:- '\ ta..
BUSINESS PHONE: OWNER/MANAGER: i2Atv~ Y IYJ Co (1A./A.-~ t(
This huilding has heen inspected by the Zephyrhills
Fire Department under the codes and regulations of the
NFPA Minimum Standards and other local fire safety codes.
~PROVED
NOT APPROVED
COM~lENTS: A LL .:I:3-k-.--- s +~---
J:-A-S ~ c...~(~,'V '\ A.~~.i> 12. -l ~ -9 J
~vlLll-k.~~ 2 /=1::>
fl-/t!. sib Cl",-1 Ls~ LVCJlZ~ P~~(
(f~120 At L ~rvC '- kArvr- ~CjE-'1>U! s)
-r;I!-E S'~ppl2~SC;(&'I/ J-<s4.C(~~ p~ kCp!'i?ift
..r; de:- /J1 A ~ I!- -- t:.€- [t'f <)J4It-} ~ Lb G>.E- ;t. ..
INSPECTO~~
DATE: /Z- --19-'1'/. TIME: It 3C/h
Pr'2€"UlO\,.( S
r-IA v ~ ~ .c..~A./
PtJ ",z...b ~ IL (! {C1,
h ~ €. dV'(>. <;.(..= i2- -
~(La:;\~1l... \A~~b5 CLfl ~
l( ~C~ L\g\-~'b AS Yz... f-lfa.> :,
~IGNm ~~PZ' ~
fITLE: I f; oS .
06/1 7/86 als