04-5040 (CSCS)Temporary Certificate of Occupancy.-
QU' rcu
,Building & Safety. Department
This Certificate is issued pursuant to the requirements of Section 109 of the Califomia Building
Code, certifying that, at the time of issuanceY this structure was in compliance with the
provisions of the Building Code and the vanous ordinances of the City regulating building
construction andlor use.
BUILDING ADDRESS: 78-772 Highway 111
Maximum Occupant Load 208
mmercial Restaurant "Lamp Post Pizza" Building Permit No.: 04-5040
Use classification: Co
Land Use Zone: CR X
Occupancy Group: A3/F1 Type of Construction: VN Sprinkled
FI
Thirty (30), Day Temporary Occupancy Approval, see attached correction list for outstanding corrections.
Owner of Building: One Eleven La-Quinta Address: 42620 Caroline Ct
City, ST, ZIP: Palm Desert, CA 92253
By: Daniel P. Crawford Jr.
Date: Expires 1/28/05
Building Official
POST IN A CONSPICUOUS PLACE
ir
aim
most ffhahandah'r 017111, NUffineer
45175 Panorama Dr., Suite "E" Telephone (760) 340-5597
Palm Desert, CA 92260 Fox (760) 340-1121
July 7, 2005
City of La Quinta
78495 Calle Tarripico
La Quinta, CA. 92253
-Attn: Building OfficialABuilding Inspector
RE: VL_A_A�POS�TPIZ�ZA
Based on our observation of construction of this building (Lamppost Pizza), the
structural elements appears to be in general comformance with construction, documents
(structural calculations and details). Therefore, we will sign off on this project.
Sincerely,
Essi Shahandeh' P�.E.
-Evaluation Servicle Inc...
44W WIIITTIER,CALIFORNI 906011r2299,-�-%
P ICBQ - A*Y
63100WORKMAN- ILLROAD
A subsidlary'Corp.or0on of the Intemational Unference -of � Building Officials
EVALUATION REPORT ER -5052
Roissued May 1, 2000
Copyright a,, 9000 1000 Evaluallull SOrvIrMi 11A.'
Filing Category ROOF COVERING AND ROOF DECK CONSTRUCTIWL-Roof Covering- (202)
FISERTITE ROOFING SYSTEMS
SPAMAN CORPORAXION
1000 VENTURE BOULEVARD
WOOST1511, OHIO 44691
1.0 SUBJECT
Merl ito and FibarTlia XT Roofing Systems.
2.0 DESCRIPTION
2.1 General:
7ho FibrrTite and FiborTite,IXT.,mombranes arc sinale-
roofing mombranon. The irioMbni66901`0 Installed In aocl�
Once With this report over cc�.6,ujliblo, and noncombustible
(looks, Insulatod or uninsuilalod, S * de3ablo I for roof Classln-
Won requirements and Tal�la 2. tor -wind ronistance require -
Monts.
2.2 Matorinist
2.21 FlborTlte and FiberT116 Xt-'Membrarjos: The Fiber-
- '6 6�46 KEE (ketone ethylene
Tile and FlborTlio)(r triambrUric
ibmnoi, manufactured In
cator) ruinforcod polyester; mt�'
0.0324nch (0111 nim) and 0.0464 , 6.6h�(1.14mm)thlcknessos,
respectively, andIn 6r;-Inch*ldq.�by400400t-Ion9 (1422mm
by 30.4$m)convohtlollalrbiiG6hiil.-26-to6t-by-64.5-fo6t(6006
nim by IQ GGO rnm) � profebricfit6d 'p6nel.rolls. with Integral
3,5-lnch-wldo (80.mm) wntinuous.fastoning tabs at 61 -inch
(1295 min) Intervals.
2.7-2 Fa!gtonars: Fastonors,.us�od-to-mechanlocilly aRach
foarn pli&tic Insulation to lhwrWdock are Fibor'1110114 fas-
tenors slid Fiborlito'e;tres8. Olatioii;o6nlm othorwise noted In
thla report. The corrosion . 46ilstant screws have a
0,1405-inch-diumetOr (3,66 mm)-J�bt ', a 0.23S -Inch -diameter
(5,07) major diameter and a D.448.1noti-dianiotar (11.4mm)
hood. The Morlito, stros6 pliitos'-�ro 3-Inch-diamctor (7.6
nim), 0,032 -Inch -thick (0.81 nvn�s,lddl. plates reinforced with
two ralsoa circular smMpInd�,!,,fi61ng a 0:275 -Inch -diameter
(6,08 mm) hole, ond having,.hn-AZ-66 Galvaluine coating
complying with ASTM A 792-95.*.
Fibefflio MingnunA faston:cj& �re:No, 15 corrosion-rcisistant
SerOWS With a 0.425.1h6hAiamotar, -(10;6 mm) hood,
0.160 -Inch (3.81 mm) root dlami0iorriind 0,2604nch (6.6 mm)
mainr dimmeter. and, lite AdrciWs'havo '13 threads per Inch
(0 61 thread per mm�. The f0i0ti6rsaie usod in conlunction
wlih FiborTito Magnuin shMi-pi . ates to attach the Mombrane
lo the substrata. The strots!ptsics are 16-Inch-by-11,5�1nob
(63.5 mro by 30 min), No.: IS gngaj:,ra6tan'9uIar steel pintos
with roundod corriell., a 05_lncfiAial1nator (6.4 min) hole In
tho center, night barixt cxt;nd1ng..0,125 inch (3.2 mm) down
from the bottom and ruinlorced.with a raised contor stamping
arozi. The sloni has L16 AZ.55 Galvalurria -coating compllying
with ASTM A 702-06.
2.2.3 F
cified In
NES av
steel d(
2.2.4 Adl
based,co
brano to 1
23 Insta
The sy&t
proved bi,
and smot
all and g
Inch per I
the. roolit
nnd 2 of
and pI94
mum of,
sion losc
or we fe
4 foot (I
n PI3100LjnS0!400'j1;�Fto6m plastic Insulation spa-
)Ies I and 2 rn*,b6.,r6', w.9nizod In an ICHO ES or
�tjon rQporL WhbjjLjb6' Ola,39c Is Installod over a
the evaluatlon:r6iioit on the Insulation must show
6 * 40 3
)with Seetlori�"$* ofthecode.
osive- MR-1196.,bonding- adhesive Is, a solvent,
itact.!Aypoodh6.ii��.t6,ib.6ndingthoFibetTilornani-
olylsor.yanurgie foamplastic substrates.
,n must be lnstoll6d.by , a0plicators.trained and ap-
Seaman Cqrp6iA6n,A1 substrates must be clean
i foreign mnicrials,
,h, and "001-sh0p.4, &8,4006C
3ase, I Roof surfidei',mud slope.01 mininium of 1/q
*t.(2.1%sloper' i d inage. Application of
proper ra
R assembilas.s all'bo'Inmccordance witli Tablos 1
his report.
)n boards ate f6atene ' d to subsirales with fasteners
s detoribod ln:$Oc' L il..'Z and Table 2,wid) a mini.
)ur- fiastenors. farr. Injulallon boards with any dimon-
then or equal 1.64.466ffllig mmi), and a minimum
iterim for board��,Wlfti any dimension greater than
H9 mm).
Slip shoots are app
membrehe.ls position
snug VA MUR sft�ot6h
minimum of 5 Inches.
ter. The imoffibrane il
fastene m,, de.scrib9-d Ti
Von with Seaman FT
in Tobloi Tbs fastdn
under mInIm4m Vni
mumownctios(51 i
spaced 1 along the U
must W doubled at
dennoo, In -Note 4 of
mum of 1113-inchou (
and must exhibit a h
must be' clean arid. d
, fortypicalp,
1111're I,
roof. Vail a end par
tho, mari7tacturor's
tialls.
. G.Wofln Table 1, The FiborTite
�* it isulationtoard or substrate,
k6joining:shcots must overlap 4
Pmj; �01 1.160lod with the flow of Wa-
�ii�,'anchorod to. the roof dock with
iltin �.2.2 oi, adhered to the Insula -
Me. . ndlpnj Adhesive, as described
id bzirbL stress plates are located
nim) laps or tabs, a minl-
edge of the membrane and
doseribod In Table 2, Fastenelis
br6qts and perimeters, which are
'Ublo I!&H. Tabs must be a mini -
0 -in width, mustbo hot-air welded
0obus bond wold. All field scams
�rl:6_4.1161:lng any field welding. See
ter d . Oialle. All openings throunh %he
-must be fleshed In accordance with
0ons. See Figure 2 for typical do-
FiboMte roofing sysLorns;mOst not be in direct contact With
ooa�tdr pUh, fresh asph011l or other Incompatible chemical
subste'noes.
I
2A l0ndfication;
All reeling membronedAnd adhesives have a label bearing
the "aman Corporat . onjin . n . is and address, a symbol indl-
catingthemanufa . ctdfinb�ol ' Arit,lho produ.ctnain6, the cvalua-
tion report number*(l01,3OzE,S.tA*52) and tho rinme ofthe
i ` I u�1;,-htgrhaeodcorpvP sohichthempprt
61,011alran upopleorIC110 livalf(Mij)h Senke, hftl., d)WiMUV1hW1f'1Y roprmlikfafirlualla" to 0 Ain n /RWA�
Pepopli'dro 1jr!(..j4jhd . �ojj . r1rNK11101 MPMC7JF1#1,P aeffhatics or gmyottier aitrmiqrs riot rpcv#,1vol(r addrnpict[ndra.9 an endonclorang or recomman-
clation tt)r Yoe of the subject OYINIP1. . I . 6f�., - oe �thcr technical data a
77j4rTjPPrrMMxediq,0ft 114oprudens &nihr4Wby the opplimnt
texf resn/tv, iradlop other data, independenti-Wicedoln. Merblim I wrr4n1jhYlCB0 RvahladollSomro. fire., expre."
orin In ilia Pilrori orub M Pj1)1Pmd1tCt cowred by die rcport. Tjjjjr disdointro lnchttj!�, baf 6 not linifted to, nsrrrhanrahlflb�
.11
H/ 44 A
7s- 7 7 2, 141A, officr— CON
-�-OCPT7-2002 MON 03:36 Fn RLALLER SUNS KUUHNU PRA NU. J F. Ub
E -6052
R
Pago2
agency Tactor�.' Multi0i Research Cc
4.2 The Thatelials and.instql1iltion comply with this re
(ItIolity control
lion). Fostoners aro Idontified brlho.domPany nornO a �X%
part and the mianu* 9,instructlons.
size, Insulallon is Idonlified in d c00dan0o with Ole rospoctive
I
4.3 Whot;o atte.-or;.heavy'Araffic Occurs, such as.
Warm Y
ovaluation Toport,
f�rrn'sgvnan oo iiit, ilto roof cove ring Is
adequately pr�o proventrupture.orwearino
3,0, eVIDENC13 SUBMrITED
'udace.
ot the r
Drila in accordance V4111 the iqootgAcceptanco Criteria for
Mon1brano Roof-CV61'IfID SYStOms (AC75), doled July '19",
4.4 Roof clillssificatlowroquirimOlft in Table I and
ind a qualky Conlroll Manuml.
wind design rejl,ilt��'Ibhtj.jn Table 2 are followed.
4.0 FINDINGS
mohlbrairles.�Dro Miloutaoturad In
4.5 T1191 . � —"--&'
stems doscribed In this re-
nat the Flbofflta rooflni 7
i 9.�-Uhifjjjjrj Building CoddTm.
woo' stir, ohlo,'dnd!:.8AdtQI, Tennessee, undor a
'J"Ith"InspectlansbyFacto-
central prOgra mi..w,
port comply witl, the
to the `f0II0wIng'c00dIiiens-
quality
Ty Mutual.Researih,,i-,,pfiioration (AA -653).
sUbject
4.1 The roof COV9ri�95ybt4M�iS[nstalladtjyappllco.
This report is subject 16 rd-03CO mination In two years.
lors app(oved by SOAMAWcoopomtIon.
TASLE 1--+IBERME ROOFING Symms
I
- ------- M6
Mimi Type
LJOEA10, NAPE
A Poly SOCYllit"10.
_7 pefailitimum
2 A
Nutte Fib 'C*IU of
Ox, T, rilembralle
2 atuiched to M1.1m, nien,
ouly
3 1:12 1141yiscoyanittritoi
Ri, Fib%!el tu Xl� monbivic
T's GciiwL Y
to adhervd wiih
suhstrilc szmoij �,m-w Ilonding
Adheslyd M I ARIJ 10e
PolAsocyaoilluta.
2 per minimuln
-thcrf 11C or
MLLachea toy FilierTilu XT111V1111"une'
ot tntiOlinnically
T114 plywouilli.
Cfollf? Fdf
in j, 12
W/A WA IF G,
Tvar,
-villy
laid 66, Wulation machnnik
attaullud
hioh 25.4 111,11, 1 'galil u4 h'11, fl�-,.0.41 LJO, I (L 0.043 0,
1 W 16,018 ks
NIA- N%4 OPOICUIlIv. Lic inuM bo envercd und4ra Mort. jr(Ite.r0im p1dalic is immallcd overa ilet!) dark
I All 111g."Joilan num be UL clawiletL AddIllonally, all IWW
' Insu mloll must a C
tho d hVtb j1q Vgft in ISUCII an i�%talWlon.
%Y1111out U tholml hatTler. 11W mlql� 111)n iipolVon
alibsim1m 11WIlkla collcii(O 'd mcd ducks.
2 r Ile plp Aind th,0( muht comPlY Wilh $Od 1�j of
-OCT -07-2002 MON 03.33 PH AL -HILLER & SONS ROOFING FAX1 NO. 3 P. 02
Acumdhed by tho
-AMefto NOW11181 SWWOrds 11`1611W
I CBO.t Evaluation .� Servide nc.-,.�.
6360 wOR�.Mm MILL ROAD w WIITTIER CAUFORN'I'A �06011m22.99
ional I36irliference of.Building Offidials
Intemat,
A subsidlOry �orporauon ofthe
.,.''EVALUATION REPORT
ER -4202
Relssuod Juno 1, 2000
..CopyTlylit n 2000 tCB0 E-valuntlan SoMcq. Inc.,
Filing catogory: ROOF COVERING AND ROOF DEMOONSTRUCTION-Roof COVeripg; ,';(202)
CLAY ROOF TILES
MARUMACHI CERAMICS OF AMERICA, INC.
2.2A Coi6na Tapereel*ISSIOW-311110 tie consists Of a P0n
and covoil unit measuring: �11' Irichms (216 mm) at M nose
and 616ciiies (1162 r0m)-aUhMod.of each die. The tilos are,
joes SAMPSON AVENUE
-CORONA, CALIFORNIA 9117119
119 Ine" (483!nni)-,Iohil�,iOijd:4PPrQ4mG101Y h Inch, (112.7
mm) thick, The tilesVolgh-600= Imetoly 10,7 pounds per:
,
-,1.0 SUBj9CT
squame tj57.2 kgjrn2) lridWle d.wdh a 3-moh (TO mm) hoad-
lop and 12 noh (305 mm)16ahterAo-cordor side spacing of
Ono-plooe Mission, 10 -Inch �IralohtBarrsi Misilom "Oh
SLraight Bnrrol Mission, Coroll qpdrcdMlssIOn,C4s"I0Ib;-
'a nunlitsionoril'all holetsprovIded-aithetopol ouchille. Sea
F1 gure i
pQtedMimlon,RomRnTIIa,,MF;VD triletIOC41W I C, Irn4
proviad S and OrIontial Clay kao'f Mies.
12.5 ClAselcyapOrOOMli'610'" :. Tho tie consisim of a pan.
2.0 OF-SCRIPTION
andca4unkmeasu�, ('184 mm) at the now
and 6114 inches (.1 r>.9.rom �q�'thojheod of 019 tic. The ties are
2,11 Gonorol:
19 lnch�6 Inch (W
* - -1 1 " " ` iximately .10.4 -pounds per
mm) thkk' lie Was vo 0 1,appirc �
Iho roof tiles are marhIne-fqrM6,d f m -m natural day and fired
t Omm)haad-'
uareliiio sWiW witli a 3 -Inch (71
k4jm2) In
to wrioui degircos to obialrV.V16'roquirod strangth. Tha ties
jqo�a
lop and �10- rich (264.6rn)', -center aldo spacing of
610, $00
hnve a nntuml, glaz4W orspm"ytno�hfinlsh.Thaiuftco6rtili
p in it one nail Niels pr4mdad althelopof each
glazod tiles Is i lumiWied witKari nory a glam prior to Vd
u
2.2.6 Rb�man Tile: Tbe-Riar6pin tiles.aro pan-shapad tics. 19
grinoso oyJdp, fdt and jay:matcrlats, which Is
than boltod on the surfam suchails
NO% ontile, hip, birds" ovid4uirrot ties are also available.
Inches (48.3 mm) Wds VAIII a
2-Indi-deep (511 Each tile Is 119 Inch (12.7
1664WN to $14 Inch 0 " mm) thic . k
Soo Figure 4,
niM) thl6k, OtAhS edge,
at tho C�nljrand th4ir� aji.646 hall holes attho top of the tile.
2.2 Mateirials-
2,21 On"Im Mission; Tilit; The'One-plece Mistlon
wolghtj� appiwriIiiq�16'4:- _'0ounds par square foot (60.8
kg1m2) Wih- 010 06s,instilid&w.1th a 3 -Inch (76 min) headlep
tlics oro S-shnpod, 1I9-IncIjcs:(48 1 3 mm) [on 14112 Inches
("Ma n1m) wide Prid an ev m Inch (&7 mm) thia.
and 1&nch-(406 mm)-60A*746-�ctsr sildo spacing, and US.
j i
Ing 8-Inah Stralghtftnbl�Mlnol ' on top pan tiles as cover tiles.
�96:6011
nio was weigh approxirn�l ibl� .1;8.�pdunds par square: 16bli
(38.0 Rqfm2) Installed vvIIhJ.-.246-(76 MM). heudisP.Ond
Soo fl6ure 1.*
212J AFICS-Intorl66kiTig'y�F..I.ot.Tilo: The tiles are Inter -
2314-Indl (70 mm) s1dolap. Tho 1116a have two 62111110168101hO
pnn and one nWI holu, In th'o Soo figure i.
les &"60,1604s (345 mrn) long, 13.70
lockind, ft 0 ' -CAT. Inches (37 mm) thick, Tho
Inchcsj(30.-mm).'wIdd ' -'.6 ' rid, ','- kq/ir7) when
Q.Ineh Stralgilt .:,'6jaff6I, -Mtisl6rit The IG4nch
2.2.2 11 :.
act (43.6
tic� wbigh &9-p ound%-.,pj5!-square fi,
instaiii4d with a 2%'-In6b:(6Tmm) head.lop and a 10164neh (41
Straight Barrel Mission lilqj ccriol6wof a pan and covetunit.
am 19 Inchos (481r as (250r(in)
The tiles 111110 10 Inch
61`11j' n6 h7l,
12.7 mM) nt.tha center
Tin ap i eire provided at the top of each
ble?;61de I - Two nail N a 1 6.
0 Figure 1.
wide, and have a Lhlohrio�j
wpering to ?/Is Inch WSM10A.-tho aides. The', ties. Weigh.
: ip
approximately 10.2 po*s",PQ* r:*- 'jareL fo(A..,(49.8 kgf.
2.24 jmpin)4edvS:jm0rav'qd4is a Spanish-slylo Interlock-
I .
Ing blo, 123/g long end 12310 inches (314
and an approxImate thickness of 018 inch
Installod witli a 3 -inch (70tw0td,allap and 13112-Inoh'(3.4$
mm) ceniomo-contor sIdespactridpf Pan units. One nail -11010
isprovidodatihetopof�-5 Vi.�Se@Flgumi,
mm) NjWo, 'heiving
(15,9 tnm). The tics v&9h,',1b,8 pounds persquiare foot (52,7
W(S w na es
�gftn� InstsiledW11h m241n .1.mm)headI*p.Y a 11hol
2.2.3 84nch Straight Tho'B-Inch Straight
8mi rol Mis%ion Ule tonsMb of,a. On And cover unit. The illes
are pr w IdcdIn.the'0ri,�;dI6n ofthotila 2nd hwolugs are pro
vided on thid back.106 Rouri 1. Tho rnInImum roof sloPa for
51'3
are 10 Inchos (483 mrn) !on 203 mm) W& and
g;41nchos
1/2 Inch. (1174m) tW2 -The dips Weigh
Impriewod-S: a" percent).
2-U Oriental Tilov,0fletital tiles ars 12.lnches (305 mm)
opproximattily
-dr,
ripproximately %7- potiOdi'�� `�squar6. foot (§2;2 RgW)
lon6 and 1;! inches (3W.,hirri) vAde. and haye anapproximate
Installcd VAIII a 3 -Inch (7$;j�ljjj) j!j6jdjnp andIlAnch (279 forn)
c0nti;r_jO_c*nj0r side spdcinpif, �pejj units. one nall hole Is
thici6oss. of -The ties w6igh 8.4 pounds
' A' _' 9 '. " Had with a23104nch (60mm)
lxre�MdMfool(41. k91 . _.)1nsto
_m
provided at the top of ea0h tijo...Sbe Figure 1.
hoad6p. Anall heiii L�ptovldad intle pan portion and two lugs
l3owitradon nwav rXICHURvall . i . W1611 Sm . W64 rbo mid upon which thetyport
gallon fpr itiv of djo.whIM repail.
00 tile., Irchl1w surffho r"Olpf"11 00
Tldv n1wel he bimcd appl; Istile0eh(kntmi'm Pi othwterhnW ddir mAdfied by the OFF90II& The 1C
Evottifflonsers-k1% lite., expftm
I
.1�
Page 2 SR -4202
are provided (in ilia back, Soo Fi , �ure 1. The minimum roof
slop* for tho Oriental tilo Is 4A2 (33.3 percelit).
2,3 Installution:
2.3.1 General, Installation sholl...bolh acca4ance with this
reprwrt and Table IS. 0-2 of �thd bbdo.00; the Improved -S and
Orlent,11 Olos, and Table 00110 code for the Ono Piece
Mission, 104nch Straight aafrvil Mliilbn, 6.1noh Straight Bar-
rol Ml&slon, Corona lbporod Mjssjo�j,Classlo Tapered MIs-
sion and lioman tiles. T he MFIPA, Inieflocking Flat Ulo 13
insVillod In accordance with Vilu . aport.and Thble 16�D-11 of
lho code, except aq noted in 8666n -2,16A orthis report. The
dock Goilaces Must 130 clean ind.di�, prior to installation of un-
darlaymont. Foreign particlesirritistbe cioaned-from all Inter-
=aresq to ensure proper. sooting and to, prevent water
r2no. Cracked or broXon; Me$ murd be replaced. Where
mortar Is usnd, it trillst c�mply O� 0:,T�pe Ci'moriar under
Chapinr 21 of tho code. I'lles: In conlapt.with mortar must bo
(nit-norsod in wator for at lvast�tworn.lnutes prior to placement
The Improvod-S and Oriontal tllo�.on-roofslopOs less than
4, V (33,3 percxinl) am cunaJd6r6d dekbrativo -inaterial land
rnurA be oppliod on solid shoothInO over. 8-COMPlYing roof cDv-
oring subloct to approval by th . e�bt . i I it . dIn F r the Ro-
. .9official. 0
man, 8 -Inch Straight oorrol Mwsion,'Cordna Tapered Mission
and rVII71000 Interioalrig litos-lriio ilod'on r6of slopes e . X.
coading 6o dogroes from th6 hor�oribil; the bottom edge of
each Ole must be sccurcd with an approved clip or nail In addi-
tion to tho fristoners requlr6d by UBIb Tables 16 -DA and
2-32 Shoothing'. ShoathIng.MUst be structurally I adequate
to support the Ionds InVON00,1t, mugbc nominal 12 -Inch or
thicker solid shoz1hing instirillod In-scoordrince with the code.
Posci i boards at cant stripsmimstbe Installed to properly Ole-
vnie the first tile course.
23,3 Undarlayinent;' A minimum of one layer of Type 30 as-
phnit-sulumlod organic fult, inpped2hichoi (511 mni) horizon-
tailly and 6 Inches (152 mi-nYV011c.nifyi must be used Iri all al)-
plionilons. in areas -subject-. to Joe bulidupi Initalldtion must
coniply with Tables 15.0-1 and 1,5 0-2 oftho Uniform Building
Code.
2,3A Battens,. Rations $hall be noi logs Dion 1-by.2 nominal
lumber, spaced as required, 6h'd.nU.l1.b4YAth cpirroston-roalst-
ant 8d nails at 94 MOOS (610 mm�oqccntor, niaxinium. The
ond joints should be sepnr�tdd �1 Jnclh (25 mm) every.4 feet
(1219 nim) to, provide for oralhAge, MIMMU111.114-Inch-thl6k
(6.4 nim) alincom, cut rrornijiqh�1It*shInq1.cs placed botwtioin
the bations and the dricking. gind'spaced at 24 inches (610
111m) on center, iney be utedin 116y a(providing the i -Inch (25
mi -n) space between Ilia bal.tons�-
2.3.5 Tile Fastening- Tiles rnust be-fastanod In accord once
with 1.111ICTObIGS 15 -DA and J&E�2; Fasteners are minimum
No,ligngo,Glig-inc-h-di;Anidt6r-ho6diT,gMM),corrosion-re-
sislarit naiiiii having sulfieldrit length to penetrate the sheath-
ing or b3ftens at least 114 11011MA mm) or to extend through
the sheadilng, whichever Is losS..11171160 of nails, an approved
tilo lie system may be usq0-
In areas designmted -by the building official -as being subjed
to repoolod wind velocltlq� ln.d,1X.66.qSo(80 miles Oct hour (129
kin/ii), orwhore tile ronr hbIghtexr-do . 6400ot(`1202mm)
abovo orade, tile Filtnchm6rit must comply with Foomoto 2 In
Thblo 15-0-2 of the coda' �df tho'intorlocking liles, or 1�tblc
15- D-11 for the othor Olus.
MF108 interlocking Flat tilo,shall be fastened with'a mint -
Mum of ono nall per Me nrldinstillod at a mhnium mof slope
of 412 (33.3%�.
2,3.6 Flashing;
2.3.0.1 Vill-ey Flashing-7lib roplValloy flashing shall be not
less than 0.01 6 -Inch (No. - Oa:.4@ " nizod thest gago) (0,41
Rim) corrosion-rosistant metaij "Ich shall extend at least 11
Inches (27d mm) from thq�c6nlqr line each way and which
shall have a' splash dIvortirAb,-not.1ossthan. I Inch (26 mm)
high at.the flow line f0rm6if__;&i�ptirt of..Ihe flashing. Sections
of flashing6holl have an 060faP pf:t6tless than 414ches (ID2
mm). Foti�,ofsllopot of &.12'.(;*qp.er,ce.nt) andaver, the metal
valloyflashngs a eve a164hch-wlde (P14 mni) underlay-
montdirectl under It,.0onsWOhg-_bf one layer of Typo 30 felt
running the! 11 Ion addition to Ilia undetlayw
mant spooltod In Tables 15.D�Vand i 5-D-2.
in sover.� climates. the rn'6talvelley flashing underlayment
shall be soildly comentoOl to. ift roaflng undorloymunt for
slopes undorl:12 (58.3 perceno; '
2,3.6.2 Other FlashInol: A It the -juncture of the roof @nd veill-
cal surfa6is, flashing and'counterflashIng shall. be provided
per roolind manufactur6es'�Iiii-titeticiiis,- and whon the flash -
Ing and cdLjhterf1eshIng.ard.0f:mct0I, fty sholl be not 1".
than 0,010 -Inch (No. 26, gdjvanj?od shoot gage) (0.48 mm)
corrosion-i-ealstant metal,
2.3.7 Hlpi;' Rjdgqj� and TjakLs- Hip and ddgo tiles are
Installed with ridge booid1d,-'E-:4dhjldge and hip tile is nelled
with 6 Nol. 11 gage,. driven Into the
ridge and hip framing mamb0s.,Type Met 0. cement (norlor,
comptyin4 wi th Chapler,21 "of the code. bliall be provided at
all ridges tind hipsto coMoletily;s6al tho,ares underthe ridge
and hip til I os. or rclloWlhaA6dT6c1urer!s approved hit) and
ridge InWuotions for ciciued.,. k4ch rake tile ahmil be nallod to
the supporting mornberwilh,:a-�ftilnlinurn of two corroslon-re-
sistmA Minimum No'.111'girigo , �'.151.ij-lnch-head (7.9 mm) nails.
The nails! must be lon%cnoq � I h to penetrate 1110 Supporting.
member � mIn'lmuM.of_ mm). Approved mastlo,i
sealant cir wind looks sh . ould beUsad under the butt and of,
flestoinhitiftvdriddampoe.
2A Roo!finq Classification:,
When Inhialled In accotdon6e...with this report, the roof tiles
described In this roportdr6tlaks A roof coverings In accort
dance wilh Section i 664.2.6ftlie code and are nonoombus4
wic roor coverings In accordance with Section 1504.1 of tile
code.
2A Ide0tification'
A tag c6nialning the manursocturer's name (Maruhachl Ce�
ramIce of Arnerica, lnm),..the evaluation report number (IC50
ES ER -4202) and the Installed weight Is attached to each
shipping pallet.
3,0 MDEIkCr= SUBMITTED -
Roporij of tests conducted.-. In.-accordenco with O)a ICBO ES
Aceeptanco, Criteria f6r,-S *ilel Roofing Systems (AG07),
dated April 1999, and'deocriptivo Informailon.
4.0 FINDINGS
Thattlieclay ropfingtilosidescribod In this rePorteornPly
with 160 1091 UAlform fftilolng.Coddlm, sUbjectto the lot-
lovAnij conditions:
4.1 The was are nianufteAured, Idontiffed and Installed
I . " cornpliahce:vilifi*this report and the monufactur-
er's Inst*tIon&.
4.2 The tilesero monk4actured In Coronai Callfortilo,
wMth the exceoliiiiin� of. 1�'a improved-$ and Orlenial
tiles which4te , mi66%cturod In Honda �City, Alchl,
Japan, and'the*14106 Interlocking Flat tile, which
is manufactunddin'Nandan-Cho, Japan.
This report is subject-tolre-examination In two years.
A DIVISION OF SHOVLIN COMPANIES
46753 Adarns Street CA Contractor License #824183 TEL (760) 771-3345
La Quinta, CA 92253 FAX (760) 771-4431
May 27, 2005
BUILDING & SAFETY DEPARTMENT
City of La Quinta
78495 Calle Tampico
La Quinta, CA 92253
ATT: Greg Butler
qTTRT- Excention to C C 1003 3 3 2
CITY OFLA QUINTA
BUILDINd.40SAFElY DEPT.
APPROVED
LAM[PPOST PIZZA
[�7��-771�fighw
4y I 11, One Eleven La Quinta Center
BY
In connection with the above -referenced building, we are requesting your review of the
private stairway leading from the kitchen to the mezzanine.
Because the constructed stairway I oeot comply with the minimum width specified in the
above Code section, we ask that the "Exceptiolf' fisted under Section 1003.3.3.1 be
granted in this case, i,e., "Stairs or ladders used only to attend equipment ... are exempt
ftom the requirements of this section. " , ' -
The Mezzanine, of course, houses all the brewhouse equipment which must be attended
to. In addition, the manager's office will be deleted for that use and be redesignated
"Data Equipment Room"; it will contain the following equipment that must be maintained
and attended to:
* POS system terminals
* Satellite system equipment, including 10-12 receivers
* Security panels
0 Surveillance camera equipment
Sound system equipment
Phone system equipment and routers
It is understood that issuance of a Certificate of Occupancy for the building is contingent
upon the Mezzanine areas being used solely as outlined above and the per the attached
Mezzanine floor plan. We trust this information will provide you with the basis for
allowing the Code exception.
Sincerely,
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
LtVTALL 5HELVIN& UNIT
L
TE N F1 LYSIATER, HEATEs-, By:: APPROVED
5-TIER5 H16H AND
_P R R5.
1 b" DEEP R F?RP
BRADFORD ViHIT�E Z
= 6 � 1 q
-MOVEL:V-100T-1 c1q-5N F
11 q qO 5 U
U, By W- 4 500 0 #
DATE
PLAN'
A5r,A 4-1=1 1- lu
F
DATA EQUIPMENT ROOM 4bOO#
0 POS system terminals MEZZAKNE PLATFORM -
0 Satellite system equipment, incl receivers FIN15H FLOOR:. q'-4"
<-,oncrete floor.w/ -1
0 Security panels quarry tile r-oved
0 Surveillance camera equipment
Sound system equipment 'Q
.100, 111111 F
Phone system equipment and routers I` Full height insulati,1:111, �1 Ii 111'ndow 4500#
glazing W/ steel mulljorI5
&UARPRAIL,&
TRENCH PR-XN
5TAIL55 E TEEL 0 PEN'
5F
00#
40
\1 F
GRAI ELVIK6 contro RELOGATE A 4500#
auarry tile floor L OR IN
ILL R,00K7 I
ry tile fLqor I E3
'4200# 4200#
Al . . . . . . T- 1 0
A�ger 0
5TAIR! ICLAP
PER, 5LOPE FLOOR TO
(5 ri5ers)
Tread- 12" (15 tread5) TO ROOF TRENCH VRAIN
LAMPPOST PIZZA
K FLAN 78-772 Highway I 11, La Quinta
/4"= V -0"A One Eleven La Quinta Center
-2
ConsoldatedContracting, [nc. *7
A DOVISION OF SHOVLHH COMPAHRES
CA Contractor License #824183
46753 Adams Street TEL (760) 771-3345
La Quinta, CA 92253 FAX (760) 771-4431
March 8, 20 05.
BUELDING & SAFETY DEPARTMENT
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
ATT: Greg Butler
SUBJ: Exceptio . n to CBC 1003.3.3.3
11:AMPP0ST-PIZZA—
C-78-- 7772-Highwayit! ,Pne Eleven La Quinta Center
In connection with the above -referenced building, we are requesting your review of the
rorn the kitchen to the mezzanine. The mezzanine has an area of
private stairway leading f
984 sq.ft., contains the brewery equipment and the manager's office, and has an occupant
load of less than 10, -
Under the CBC section noted above for the rise and run of a stairway, EXCEPTION 1
states: "Private steps and stairways serving an occupant load of less than 10 ... may be
constructed with an 8-inch-mwcimum rise and a 9 -inch minimum run. " (see. attached
excetpt from CBC) I
Ve'fdel the mezzanine stairway qualifies for this exception and request your approval.
Sincerely,
CITY OF LA QUINTA
AFETY DEPT.
BUILDING & S
�OVED
Dave Smoley P
P Proj mg Appft',TRU ION
r
roj mgr FORcON
A
L�BY
end rA
1003.3.1.10
1003.3.3.6
than 15 pounds (66.72 N) is applied for two seconds to the panic
bar or other door -latching hardware. The egress -control device
shall deactivate within an approved time period not to exceed a
total of 15 seconds. The time delay established for each egress -
control device shall not be field adjustable.
5. Actuation of the panic bar or other door -latching hardware
shall activate an audible signal at the door.
6. The unlatching shall �ot require more than one operation.
A sign shall be provided on the door located above and within
12 inches (305 mm) of the Ra
,�ic bar or other door -latching hard-
ware reading:
"KEEP PUSHING. THIS DOOR WILL OPEN IN
SECONDS. ALARM WILL SOUND"
Sign lettering shall be at least 1 inch (25 mm) in height and shall
have a stroke of not less than 1/g inch (3.2 mm).
Regardless of the means of deactivation, relocking of the
egress -control device shall be by manual means only at the door.
L C [For SFM& DSAIACJA tactile sign shall also be provided in
L A
L c Braille and raised characters, which complies with Section
L A
L C 1117B.5.1 -B.
1003.3.1.11 Safety glazing identification. Regardless of the
occupant load served, glass doors shall conform to the require-
ments specified in Section 2406.
1003.3.2 Gates.
1003.3.2.1 General. Gates serving a means of egress system
shall comply with the requirements of Section 1003.3.2. .
1003.3.2.2 Detailed requirements. Gates used as a component
in a means of egress system shall conform to the applicable
requirements of Section 1003.3.1.
EXCEPTION: Gates surrounding stadiums maybe of the horizon-
tal sliding orswinging type and may exceed the 4-foot(1219 mm)max-
imurn leaf width limitation.
1003.3.3 Stairways.
1003.3.3.1 General. Every stairway having two or more risers
serving 'any building or portion thereof shall comply with the
requirements- of Section 1003.33. For the purposes of Section
1003.3.3, the term "stairway" shall include stairs, landings, hand-
rails and guardrails as applicable. Where aisles in assembly rooms
have steps, they shall comply with the requirements in Section
1004.3.2.
EXCEMON: Stairs or ladders used only to attend equipment or
window wells pre exempt from the requirements of this section.
For the purpose of this chapter, the term "step" shall mean those
portions of the meanso ' f egress achieving a change in elevation by
means of a single riser. Individual steps shall comply with the
detailed requirements of this chapter that specify applicability to
steps.
1003.3.3.2 Width. The width of stairways shall be determined as
specified in Section 1003.2.3, but such width shall not be less than
44 inches (1118 mm), except as specified herein and in Chapter 11.
Stairways serving an occupant load less than 50 shall not be less
L C than 36 inches (914 mm) in width. [For SFMJ Stairways serving
L A
L C areas occupied by bed o� litter patients in Group I, Division 1. 1
L A
L C Occupancies shall have a clear width of not less than 44 inches
L A
L C (1118 mm). There shall be noprojections into the clear width to a
A
C height of 80 inches (2032 mm) above the walking surface.
Handrails may project into the required width a distance of
31/2 inches (89 mm) from each side of a stairway. Stringers and
other projections such as trim and similar decorative features may
project into the required width 11/2 inches (38 mm) from each side.
2001 CALIFORNIA BUILDING CODE
[17073.3�3.�3 �un. The rise of steps and stairs shall not be
0 �RW�ejn`dR
-_ �_�.run- T
less ilia—n 4�Fn`chi�s _(1F2*mmjnor more than 7 inches (178 mm). The
greatest riser height within any flight of stairs shall not exceed the
smallest by more than 3/8 inch (9.5 mm). Except as permitted in
Sections 1003.3.3.8.1, 1003.3.3.8.2 and 1003.3.3.8.3, the run
shall notbe lessthan 11 inches (279 mm) as measured horizontally
between the vertical planes of the furthermost projection of adja-
cent treads or nosings. Stair treads shall be of uniform size and
shape, except the largest tread run within any flight of stairs shall
not exceed,the-smallest,by more than 3/8 inch (9.5 mm).
%rivate steps and stairways serving an occupant
, noa of less than 10 and stairways to unoccupied roofs may be
constructed with an 8 -inch -maximum (203 mm) rise and a 9 -inch -
minimum (229 mm) run.
2. Where the bottom or top riser adjoins a sloping public way, walk
or driveway having an established grade (other than natural earth) and
serving as a landing, the bottom or top riser may be reduced along the
slope to less than 4 inches (102 mm) in height with the variation in
height of the bottom ortop riser not to exceed I unit vertical in 12
horizontal (8.3% slope) of stairway width.
1003.3.3.4 Headroom. Every stairway s ga r
clearance of not less than 6 f!eet 8 i 2Q3Nn .. Ir.. r-
ances shall be mea red ve y f plail e dian-
genttothestairwa re OER) RC61 Is I lion
C
above at all points C�N
tal I a t
1003.3.3.5 Land s. e 11 a r ig
and bottom of each stairw yors it u landing sha
a dimension measured in t e direc rav In :09S t e
width of the stairway. Such imension n 4 JBs
'su
y t
ing
(1118 mm) where the stair s a strai I one inter-
mediate landing shall be prov e
.6 et (3658 mm) of
vertical stairway rise measure betw e horizontal planes of
adjacent landings. Landings s , e level except that exterior
landings may have a slope not to ex eed 1/4 unit vertical in 12 units
horizontal (2% slope). For landings with adjoining doors, see Sec-
tion 1003.3.1.7.
EXCEPTIONS: 1. In Group R, Division 3, and Group U Occupan-
cies and within indivi - dual units of Group R, Division I Occupancies,
such length need not exceed 36 inches (914 mm) where the stair has a
straight run.
2. Stairs serving an unoccupied roof are exempt from these require-
ments.
1003.3.3.6 Handrails. Stairways shall have handrails on each
side, and every stairway required to be more than 88 inches (2235
mm) in width shall be provided with not less than one intermediate
handrail for each 88 inches (2235 mm) of required width. Inter-
mediate handrails shall be spaced approximately equally across
with the entire width of the stairway.
EXCEPTIONS: 1. Stairways less than 44 inches (1118 mm) in
width or stairways serving one individual dwelling unit in Group R,
Division I or 3 Occupancy or a Group R, Division 3 congregate resi-
dence may have one handrail.
2. Private stairways 30 inches (762 mm) or less in height may have
a handrail on one side only.
3. Stairways having less than four risers and serving one individual
dwelling unit in Group R, Division 1 or3, oraGroup R, Division 3 con-
gregate residence or Group U Occupancies need not have handrails.
The top of handrails and handrail extensions shall not be placed
less than 34 inches (864 mm) nor more than 38 inches (965 mm)
above landings and the nosing of treads. Handrails shall be contin-
uous the full.length of the stairs and at least one handrail shall
extend in the direction of the stair run not less than 12 inches (305
mm) beyond the top riser nor less than 12 inches (305 mm) beyond
the bottom riser. Ends shall be returned or shall have rounded ter-
minations or bends.
EXCEPTIONS: 1. Private stairways do not require handrail exten-
sions.
1-110 MARCH 29,2004 REPEAL OF EMERGENCY SUPPLEMENT
Danny Crawford
From: Greg Butler
Sent: Thursday, February 10, 2005 11:31 AM
To: Burt Hanada; Danny Crawford
Subject: Lamp Post Pizza stairway
Gentlemen,
FYI, Dave Smoley visited me this morning to ask for special consideration to solve a stairway problem at Lamp Post Pizza.
For their <1 000 square -foot upstairs brewery, a space where the public is NOT invited, and whose occupant load is
calculated at 5, 1 allowed the "private stairways" exception.#1 to CBC 1003.3.3.3.
He will now instruct his architect, Carl Cox to prepare an addendum drawing for our review/approval, utilizing the allowable
rise and run provisions of this section to create a stairway that will actually work in their real-world condition.
BTW, the job is close to being ready to pour footings, according to Mr. Smoley.
Greg
t, ,
Feb 27 04 12:04p DRERM LHG IN6 17GO2421092 P.1
IID p.2
IMPIRIA'
IRRINNON 0M
Rlu
OACHELLA VALLEY POW
Pl-500 AVeNI Co - P. 0. 5 X 1080 - LA OU JER D'V"""
JE 51 D
-5854 - rAX (760) 391 -Si
TELEPHONE (76D) 398 TA. CALlroij,"A 92253.1080
099
JIDPD-DDC
February 18, 2004
fW Joe Nolan
'Subject: Available Short Circuit Current Calculation for the Lamp Post Pi=a-
78772 Hwy 1, La Quinta.
Dear Mr. Nolan:
The available Short Circuit Current at the secondary terminals of the transformcr is
20, 007 Amps RMS Symn3etrical a. 208 volts.
TES is bas6d upon the follo,,Aring information:
1) Transformer size. -
2) Transformer impedance: 300 KVA
3) Nmary voltage: 4%
4) Secondary voltage. 7,200/12,470Y volts
208 volts
:5) Transformer connection: WYe/Wye
6) No motor contribution to fault current.
Please contact me should you have any questions, at (760) 398-5820,
Thank You,
, 4–�e—
Carlos Partida
ProJeci Manaser
C.P/Ms Customer Service Dept.
SECFAULT.Ur.Lamppowpizz,
JHA ENGINEERING, INCORPORATED
CONSULTING CIVIL ENGINEERS SURVEYING
Augu�t 17, 2004 -
City of La Qumita
78405 Calle Tampico
La Qumita, Ca 92253
ATTN: Building & Safety Department
SDP No.: 2003-783
Re: Lampost Pizza and Brewery — Consolidated Contracting, Inc. — Pesert Cities Development)
Address: 78772 Highway 111, La Quinta,
Legal: Parcel C — Lot Line Adjustment No. 95-189
Gentlemen,
This letter shall serve as a certification stating that the grading of said lot has been done in
accordance with the approved grading plan.
Our office conducted a field inspection of this site and found that the pad elevation was constructed
to an eleva ' tion of 75.5 and the approved elevation for the pad was 75.5. This falls within the
tolerance of standard grading practice.
Sincerely,
C�;.h:. H. Hacker R.C.E. 14,614
Exp 3/31/05
JHH/wap
Xc/file 022068c.002 Pad Cert
41921 BEACON HILL - SUITE A PALM DESERT, CA. 92211
(7 6 0) 7 7 9 - 0 6 5 7 FAX (760) 779-5143
07/16/2003 13:17 7603457315
4ft Earth SysteMs
W Southwest
July 10, 2003
Desert Cities Development
46-755 Adams Street -
La Quinta, californi�92253
Attention: Mr. Dav . e'. Smoley
Subject: Soil E 4peOringReport Update
with SuPPI ntal. Recommendations
Project: Lamppl*04 P a -Restaurant; Pad)D2
One Ele L_4.�Quinta Centre
La Quifit4,� ifornia
EARTH -SYSTEMS
References: 1. Buena-ft'gineers, Inc., Geoteebuical Enginee,
Cent6rj, Li Quinta, Calii�mia, File No.: 137.21
dated4 1:5,. 1990.
2.. BuchiEn'gineers, Inc., Re-
port of Testing and
La Quini4"Center, La Quinta, California, File
d April. 13,1992.
PAGE 02/06
79-81 tB Country Club Drive
Bertauda Dunes, CA 92201
(760) 345-1588
(800) 924-7015
FAX (760) 345-73 15
File No.: 09271-01
02-07-716
Report, One Eleven La Quinta
P 1, Re06rt No.: 90-04-724,
During Grading, I 11
kP3, Report No.: 92 -
In accordance '04th. Yott.... request, we have reviewed Previously I Ireparod- d6cuments associated
with the previously.. ted
HOMP- 'rough gmftg,' and obtained addi ional jes to be tested for
maximum density p i6tivity, soluble chloride, and soluble su
fate.
Site Grading
Based upon our review...Of - Abe soil testingat the subject site, perfol
is but opinion that ng
project plans and. ab JIM been performed in general
0*e4dferenced geoiethnical engineerin
area was Prepared and'p6ii.1pacted as part of tile ov 9 rep
S . �. " � ".41. ... I erall mass Md
'oned
this lot was mol 91
processed and compacted at th,
the grading was to within the footprint of the
PrO
feet belo W. finish Based, on our review of the c
su
opinion that the Ned.. pad was
uncertainty Ihat graded adequately for the Proi
the"'rA "'Of the Previously completed- grading co,
configuration with -re
$P .�theAimits oftheprop6sed building.
for over three years sintie .' *6 ftish grading therefOre some remedi
to Precise grading andt'O.i.14ing' construction., Therefore, supplem,
soils around. the perim0to-f-)df te pr00000d:restaurant should !be
are encountered pe
COMPaction will be required to de.
least 2 feet below the-,, VOftm.of--the fo6ting bottoms as outline
bottom of the foot,
ing caVati0nI should be verified by testing.
7-7;2, /I�yjy. /I
IJ"y/
ned through April 14, 1999, it
accOdalite with the original
d. The� siubject building pad
ag. - The, existing pad grade of
originaLgrade. The intent of
�osed�bwldtng to a depth of 5
lailable:: inflOrmation it is our
Ds , ed-.us�'.-,.I--Howcver., -there is
1pleted.' ious building
on,a.
�. prev
he- 014`11M -remained dormant
I effort i *
, s.'recommended.prior
IWd teati and probing of the
form f isol
ed.1 ated soft areas
sify the ' soil to a depth of at
[!beJOW"'COmPaction of the
07/16/2003 13:17 160�451315
July 10, 2003 -2-
EARTH
If initial testing indid-At''
66 that regarding of the site is necessary
by temoving
orga*-06W.th,frow the pad surface. The padsh
depth of 2 -feet bil6w,"ihe bottom of � the -
deVest footing, sc
moisture r-Onditi0be-d--,4W,'I�6100mpacted to a minimum of 901,
granular nature Ott 'he s' it's so ils it. may be -possible to moistur e 4
and obtain comptc4on,",b' � using heavy
y equipment and comp
method of compaction "46`wcd� test holes should -be. excavated U
the effects- of the effort If Wis found that either -thj
compaction, ca400t% "jabbleved by this meth d., the soijs W I
tecompaction, If thd,.� at pad elevation is to'Obe altered from:
be com acted. 100,110.m
P . as' 0 maded. in.Ahe referenced soil enginee�
lowered in elevatioh�� " "' z: ' ';
of over-exc
avation may need.
depending upon thie'),01) '-Of -cut6f any)j. additional- over-exci
reqixired.
c.-
Ntigotion of Soit., orrot ty
One sample of the -A
pH,-resistivity,.solub]
as an indicator as th"I
The existing fill S61;1
Pprn) and low chl6rj
Inatefial in- concrete,
raveling, Chloride,.:. . il
requires for'moderati
Water cement ratio. 61
f_��12. inches Of.existing fill soil from the
W�fide, antsolubt
0 sulfate'(results attacl.
#�itential adve '
rse effects, of reinforcing S
found Ao h ave'Margifially moderate'
concentration (88 ppm). Sulfate it
weakening of the cement matriN
�t'ah - catts 0 - c o rr6 s i o �n o f re i oforc in g steLi
4)ndItibris .'that Type 11 Portland . C
,using -4,'000Tsi. concrete mix (UBC Ta
File No. - 09271 -01
03-07-716
en the pad should be prepared
ld,th " ejt�be over -excavated to a
ified'- an":;additional 12 -inches,
reW�zompaction. Due to
I on." e upper 3 feet of soil
iditi
ing surface. If a
MW,Moisture'penetration and
lesiredmoisture penetration or
tequze . -over excavation and
1 et"lottlevation, fills should
9 - rePOrt.. : If the pad is to be
be 4'
Mcreased. Additionally,
tfiowai.2d, compaction may be
lot was-bbtained and tested for
cd).- Thii--,t
Ype of testing serves
eel, .06her6teD and buried pipes,
sulfate.� 10n coiftcentration (960
as can, -
.Attick the cementitious
and.ev6ntual deterioration by
The Voif�rrn Building Code
neaeb� us ' ed with a maximum
lle 1-94-4.)..
A minimwn conckefi�;dver'of 3 inches should be provided
:., : arowid stzel-reihforcing or embedded
components -exposed,Ao;1,
�09'five` soil, or laridscApe water (to 18 inches abovIi, --trade), Additionally,
the concrete should, f. vibrat6d during placement,
Electrical
very severe corroo.i6j,j.�.,j�ioj
Corrosion
coatings; . cathodic
understand -that. there -4m, If,
ftuther Undefttafid th'i-t-b,
wrapped, or encased- iii V,
that a specific co
I
contact ith the soii.'��
- I
Protective coating-arain"
COnerete Slabs -en- Graidi
;.: (405 . ohm -cm) of the soil suggests i thc�-4jto soils may present a
teniial for metal *loss from electro;heMica1'.,_-:comsion processes.
tel.,taii-be achieved by using "xi c
I OtTOidii inhibitors; asphalt
libri; or encapsulating with densely, cons 1"ed concrete. We
got be any buried. metal pipes in dir '-ct contact� with the soil. we
'td�-P'Pe$ will consist Of Plastic PVC or wilt-te
�,�siee NtUminbus dipped,
ves. -Therefore, for the above st4bed cO4d*ms, it is our opinion.
Y.s. 'IS not warranted sincrt buried metal pij*
�, j will not be in direct
contractor should exercise care duri installation so not to nick the
1Y.metal pipes.
Concrete. slab grade and flatwork should be
I - S-On�-
discussed above and: it'4 "forencedgeotechnica) engineering
EARTH SYSTEm,9 SOUTHWEST
by,cOmPacted soil as
03/0.6.
Ut/lb/2003 13:17
July 1.0, 2003
7603457315
-3.
EARTH
V&Por BAVXft. In-.M.as::Of m ' oisture sensitive floor cove migs,
should be-, installed:ii k&e to- r. educe the potential for moisture t
soil to the sla& of the - moisture retarder is dep
product, methodology4..0 -protection of the re
dthe:overlaps,
aroundutility,lines. Were
the successful - 'scalwo. Or
membrafte (10.Mil' the floor slabs. The membi
Inches of sand to 161 "00' d ng co to aide in
*00t it, , uri nstruciien and
of sand is -not- ffiten ific,rease'the. thickness spec. ed by th(
engineer. Rather- the'..:mditture retarder may be pla ed such I
. K .
provided above and---2,,,1ii his -of sand. below the mois vxe reta
. .. ..;J,� �'* rde
moistened just pridi-.".4 acing the, concrete. Low-ilump cor
minimize shrinkage.
PAGE
File No.: 09271-01
03-07-716
an ap . propriate vapor retarder
anstniisidri. from the subgrade
mdeiWupon the quality of the
atoor:01-04 g construction, and
,=Wi�ftat an -impermeable
we - 60414 -be covered - with 2
con e curing. The 2 inches
projecCarchitect or structural
atabdut'-12 inches of sand is
r. The.' �a nd should be lightly
:rete - sifi.olild be used to help
Slab thickno
w, wL_re_kg&cement: Slab thickness and reinforcement of slab -on -grade are
contingent upon the-,,, ..engineer, or architeas recommend iddrs, o#d-.- the -expansion index
of the supporting
ed upon our findings, a modulus, of,'isubgrade reaction of
-can he used in concrete dab Aesig'n.
approximately 2% 6rat.ubip'inch
Concrete slabs an&. tht.w-'erk should be a minimum of 4 inchc
Concrete mon6lithically placed with.th
footing placement,1. 416 W. or, ,the design engineertarchitect shbul(
idkg recommendation
effects. of temperaftc-"' iffil" * 'A -
w. en.,prpv.
'versus -slabs tied to Oadj t
the effects of a fre..'-, 64"A" th acen
sh d -observe all rein
or QUJ continually
ck� for prope' location within the slah
placement of contrqie�
Control Joints: CbrOOI-J�ints. should be provided in all concrete
spacing of 36-:times't Alpb-thickneis (12 feet maximum oti-c
eni
by American Cong (ACD guidelin s. All joints sho
patterns. to reduce orientedcontracti6n cracks. Contra
be tooled at the or saw cut (1 /4 of slab dely
Placement. Consttuc'fio0',,,-0,dId) oints should either be thickene4
J
dowels at 244nches;�'oJfin�gl` in't erlor a 4hickened keyed -joint to resis
�U,:e n
All construcuo.ajofiitq� Or-flatwork should be scaled I
material'intruslon. .-Yrewtibns, -taken to prevent curl
s,hould be
region duringthe c
7VOcess contracto should take pr
r
proper batching. of the, vpnorete,� proper placement (wlthoute&ct
curing. These procedure.;
ratio), proper. finish',"g-', A
pi proper
randomly orientedvt'O er, may not eliminate them ftom
Seismic Design
At a minimum, desi
gn-;bf`OUSite structures should conform to t
Building Code.. It shg�4--,�,--be- noted- ft - building codes are gen
t
safety and- prevent s6u -.`j%' lapse.. T.hy'
c f 6 -
-1 W-1 J. 991 are not necessad
'014ona V-aftera large earthquake. T
damage . or Preserve,
design Sbould'be if' pardcular* level of structural
large earthquake..-. should be based on a site and. prq
1114;11-
EARTH SYSTEMS SOMWEST
i thick:: (a:6tual, not nominal),
fbu��It or doweled after
consido* potential adverse
fort6heitte slabs as well as
botmi i.;,:,'4be project architect
Ocng".-OW in slabs during
and/0'ri1
slabs -oft -grade at a maximum
as recommended
ild-fo*im,10' imatel square
,Pprox � y
tion-j�lntj,in the slabs should
houirs of concrete
buttj6fats- with one-half inch
verticat.-aiflection at the joint.
pre*00. moisture or foreign
ng of,-t�* -in this and desert
=66�#y-mcasures to ensure
3g the4haximum water/cement
,wi1[,.r6.ducJ3 the potential for
2001. edition of the California
III * intended
�y to protect human
'to prevent structural
intendid
MfbM:'.'M'orO stringent seismic
IrformOOO-is destrable.after a
6 0 smicity analysis,
't
04/06.
A
Ut/16/2003 13:17 7�03457j15
EARTH
July 10, 2003 -4-
The following are 20
PL.'California.seismic design values.
ae,ismxc:zone* 4
SOU'Mic'-,Zone Factor, Z: o.4
Type: S
MV
D
$6h,ftf-1.&_;S.6ume Type: A
C109"69tMistance Known to Seismic source:
Andrea
NeafS6ur6e Factor Na': 1.04
146ar'; .'OUMOF
actor, Nv, 1.28
O.U* t '-Coifficknt, Ca: 0.46 =0.,
oefficientcv: 0.82 =0A
Except as mentionedIb- . Vtit is our opihion.that the referenced
proposed devtlopmbntj�.�,'.�,;�,We. -make no �re"ebtat n as to tj
io
measurements* calcu'1011 Os or a 'porti'
any on.of the design.
Should you have conce . n our addend report
n1i um
be pleased to assist y
Sincerely,
EARTH S. T
cis.
Craig S...Hil
CE 38234
Ltr/cshldac . * ""�W
Distribution: 4/Dei�Orf--.CUties Development
PAGE 05/06—
File No.: 0927 1 -01
03-07-716
Figure 16-2
Table 16-1
Table 16-S
Table 16-U
9.0 km-. 5.6 miles _ (San
Table 16-S
Table 16-T
4a Table 16-Q
;V Table 16-R
1cuments are applicable to the
accilific . Y of the dimensions,
give us a call and we will
07/16/2003 13: 17 76034t7k5
EARTH
File No,: 09271 -01
ALYSES
Lampost Pizza
-A
o.: 09271-01
SOMP16 Pad
: If, t O -It
Sample D, ee
PH: 7.5
Resistivity.(": 405
(satu d.2`00
Chloride'(cIy;':.p
PM 88
Sulfate (.SO4).,'--"PPIn: 960
Note: Tests perfprm�d'-..: ''S
4bcqntract lAboratory:
Surabian:Ag"L'166ritory . and Consultants, Inc.
-79-607 Colifitry":Q-Iub Drive.
Bermuda D*�,�,Q A: .02201 Tel: (76Q) 772-7995
en e r a I G u i d e U n a ig f �r- "A'' I V.nrrmA%Atw
PAGE 06/09
July 11, 2001
Cheraical Ageni
Amount in Soil
Otcgrrosivity
Soluble
0 -1000 PPM
Low
Sulfates
1000 - 2000 ppm
Made
te
2000 - 3000 PPM
S ev
> .5000
V
evere
14000 chtri-cm
Very::evew
I OM2000 -6htn-cm
Sever,
2000-10',000 cbm-cm
Mode
ate
10000
Low
EARTH SYSTEMS SOUTIMsT
most whaRandeft'r civil z1afff A &air
45175 Panorama Dr., Suite " E" Telephone (760) M5597
Palm Desert, CA 92260 Fax (760) 340-� 121
November 29, 2004
Mr. Ed Randal
City of La Quinta
Building & Safty
78-495 Calle Tampico
La Quinta, CA. 92253
RE: LAMPPOST PIZZA
Dear Mr. Randal,
I have reviewed the truss calculations for this project and found it to be in compliance
with my structural calculations and plans.
Sincerely,
'Essi Shahandeh, P.E.
F,
V 1;)��.R-S/14 -Y
Cz
W X. M
No. 4783
cc
XP. —
d 'N
C/Vll-
OF CALW
7TZ 114 4
eAF1<1E efoul
■
Model HRN
AJAX boilers perform dependably and quietly, providing commercial, institutional, and industrial building with space
heating and process steam. Inclined tubes provide uniform heat transfer, resulting in high fuel economy and long boiler
life.
Features
• Capacities up to 12.6 MMBTU/hr (301.1 B.H.P.).
• ASME Baler and Pressure Vessel Code Section IV stamped for
15 psig maximum allowable working pressure (MAWP).
Temperatures up to 250 IF.
• Full access to combustion chamber, water and steam sections.
• Floating head design eliminates thermal shock.
• Tubes are easily replaced using readily available straight
boiler tubing.
• Completely factory assembled and wired.
• All models are E.T.L. listed to U.L. 795 and CAN 1-3.1 standards.
• Negative vent stub pressure allows the use of type "B" vent and
barometric dampers or draft hoods.
Standard Equipment
Boiler
• High temperature 2000 OF cast refractory, 2 to 3 in. thick.
• 18 gauge galvanized steel jacket with air wall for
low jacket temperatures.
• Steam and water sections, including tubesheets and removable
headplates, are made from pressure vessel quality steel,
from 3/8 to 3/4 in. thick.
2 in. O.D. SA-178 grade A steel tubes.
• Full face headplate gaskets.
= Front headplate hand holes on models 50 to 300.
• 2 in. inspection ports in rear headplate.
- Boiler legs with bolt -down lugs.
• I-beam skids on boiler models 90 to 300.
Combustion System
• Ajax cast iron ported burner heads and orifices for
use with natural gas.
• Safety shut-off valve'.
• Main gas valve.
• Pilot gas valve'.
• Auxiliary gas valve.
• Gas pressure regulator'.
• Electronic ignition.
• Manual gas shut-off valves and leakage test cock(s).
'Wy be cmtked in one valve body.
Controls & Trim
• Standard controls are CSD-1 compliant.
• use a 24 VAC / 60 Hz electronic primary safety
eontrvl system with an intermittent pilot and on -off firing.
• Models 70 to 225 use a 120 VAC / 60 Hz electronic primary safety
control system with a microprocessor based flame safeguard
control, an interrupted pilot and high -low firing.
• Models 250 to 300 use a 120 VAC / 60 Hz electronic primary
safety control system with a microprocessor based flame
safeguard control, an interrupted pilot and three stage firing.
• Operating control.
• High limit pressure control with manual reset
• Probe type low water cut-off with manual reset and
water gauge glass.
• High and low gas pressure switches on models 70 to 300.
• Main power and main flame indicators.
• Controls and gas train mounted on right side of the boiler.
• Temperature -pressure gauge and 15 psig ASME approved
pressure relief valve.
Optional Equipment
Boiler
• Mirror finish stainless steel jacket or painted jacket.
• Gas train and controls may be mounted on the left side of boiler.
• Additional handholes, front headplate drain and headplate
couplings.
• I-beam skids on models 6 to 80.
Combustion System
• Propane orifices and gas train.
Controls
• 120 VAC / 60 Hz electronic primary safety control system with
microprocessor based flame safeguard control and interrupted
pilot on models 6 to 60.
• High -low firing on models 6 to 60.
• Modulating firing on models 6 to 225.
• Assured low -fire start, holds unit on low -fire until flame proving
period is complete.
• Additional safety controls, indicators, and gauges.
• Auxiliary low water cut-off, pump controls and feeders.
• FMARI compliant safety control systems.
• Industrial control package for process heating.
• Multiple communications options, multi -stage controller
interfaces, advanced combustion controllers and PID
firing rate controllers.
Copper Tubes
• 13 gauge SB-75 copper tubes are recommended for hot
water, and other applications where raw make-up water is
anticipated. Copper tube boilers are supplied with anode rods
(minimum of two in each header).
Heat Exchangers
• Heat exchangers may be mounted sidearm style on HR series
boilers for indirect heating of water for shower, laundry,
dishwashing, swimming pool, snow removal and many
other applications.
• Exchangers are available in capacities up to and including full
capacity of the boiler with 150 psig working pressure design.
Outdoor Models
odtdour mWels 6 to US are available with E.T.L. listing.
• Outdoor models 150 to 300 are available without E.T.L. listing.
C
Low Pressure Steam Boilers: Atmospheric
Specifications
we
350,000
M.000
8.4
285
36
26
48
52
1.900
HRN_10
420,000
336,006
16.0
341
43
30
52
62
2,000
HRN-12
HRN_15
526,000
630,000
420,000
504,000
12.5.
15.1
427
512
53
64
32
36
56
62
76
94
2100
2,560� `
HRN_17
135,000
5B8,000
17.6
597
75
39
68
110
2300
HRN_20
840,000
672,000
20.1
683
85
42
72
126
2,900
HRN_22
940,006
152,600
22.5
764
96
62
160
136
3,100
HRN_25
1,050,060
840,0b0
25.1
854
107
65
104
151
3,300
RN_ H30
1,256,000
1,006,000
29.9
1,016
127
71
113
181
3,500
HRN,.35
1,500,600
1,200,000
35.8
1,219
152
78
123
215
3,760
HRN_40
1,750,066
1,466.000
41.6
1,423
178
83
131
242
3,900
HRN_50
2,100,000
1,686,000
50.2
1,701
213
141
201
300
5,400
HRN_60
2,500,066
2,000,00b
59.7
2,032
254
153
219
361
5,700
i HRN_70
3,000,060
M001000
71.7
4439
305
166
238
423
6,000
HRN_80
3,300,000
2,640,000
78.9
2,683
335
179
256
484
6,300
HRN_90
3,770,000
3,016,000
90.1
3,065
383
261
363
551
9,300 `
HRN-100
4,20D,000
3,360,000
100.4
3,414
427
273
379
609
9.900
HRN_125
5,250,000
4,200,000
125.4
4,268
534
307
424
768
10,900
j HRN_150
6,300,000
5.040.000
150.5
5,121
640
339
467
918
11,600
HRN_175
7,350,000
5,880,000
178.6
5,975
141
375
514
1,064
11,800 '
HRN_200
8,400,600
6.720,000
260,7
6,828
854
506
739
1,222
17,100
HRN_225
9,500,000
7,600,000
227.0
7,722
966
545
795
1,392
17,900
HRN 250
16,500,606
8,406,600
250.9
8,535
1,067
575
830
1,526
18,600
j HRN_275
11,506,000
9,206,006
274.8
9,348
1,169
610
691
1,685
19,400
HRN_390
12,600,000
10,080,900
301.1
10,242
1,281 _
643
939
_ 1,831
20,200
Models shown are for natural gas or propane only. Not for installation on combusobleflooring.
For proper burner performance, a
-0.02 to -0.04
in. W.C. stack draft is
required (as
measured 4 to 6 in.
above the top of the boiler); the barometric darrper (f provided) is to beset
to maintain this draft No down draft stack conditions are pemmted.
z Based upon 1,000 BTUllt' natural gas at
0 to 21100 f . elevation. Derates or burner moderations required for other
heating values or higher elevations,
Based upon 80.0% efficiency per factory
testing. Actual efficiency can vary depending upon operating conditions.
Based upon 33,480 BTUmr output per B.H.R.
' Based upon 212 °F feed water Temperature.
a. Feeder pump should be sized to provide
double the consumption rate.
1 Estimated shipping
weights. For weight-crtical applications,
consult factory.
Fuel Pressure Requirements
MODELS NATURAL GAS
PROPANE GAS
ALL FIMNG r
HRN 6 to 64 j CSD-1, FM, IRI 7 to 14 in, W.C.
1 l to 14 in. W.C.
HRN_70 to 100 UL CSD-1. FM 8 to 14 in. W.C.
12 to 14 in. W.C.
HRN 70 to 160 IRI 8 to 28 in. W.C.
-
12 to 28 in. W.C.
HRN_725 to 225 UL CSD 1 FM, IRI
6 W 28 in. W
C�
HRNr250 to 300 UL CSD-1,_FM, IRI.,, .-
. _ ._ 18 to. 28 in, W.C.
4 to 28 in.
. Z.._._.,_
Addtianal "lock -up" regulator must be furnished if maimwn supply pressure exceeds the maximum value.
Available Firing Models
MODELS MODES
^Vft HRN_6 to 60 6N6 FF 7 HIGH-L . 7 M. 611I11TI0N
HIIAI_76 to 275 HI[;fl-LOW / MOW ATION
HRN 250 to 300 THREE STAGE
Tube Bundle & Drum Assemble with
Atmospheric Burner Assembly
The Ajax Series "H" bailer is an adaptation of Ajax
Series "W" design providing drum construction
for additional steam or water storage capacity.
Constructed and Stamped to A.S.M.E. Code Section IV.
Electrical Requirements
AMPS
HRN_6 to 50 1 ��
HN_70 to 100 4
HRN_125 to 225 6.5
HRN_250 to Sob 8
Dimensions
HRN
261M
32
53314
1 T
3 F
3114
28114
7
3
ar4
14v2
CL
13
NIA
-6
HRN 8
31114
32
53Y4
1 T
3 F
3114
26114
8
3
314
19112
CL
13
NIA
HRN 10
35114
32
53314
1 T
3 F
3v4
Him
9
3
aM
23v2
GL
17
NIA
HRN 12
401/4
32
53314_
T
3_F
31/42EI14
10
3
1
281n
CL
17
N/A
HRN_15
_
47114
_
32
53314
_ _1
1 T
3 F
31/4
281/4
16
3
1
351/2
CL
17
NIA
HRN-1 7
531r4
32
533m
1 T
3 F
31/4
28v+
12
3
1
4U2
CL
20
NIA
HRN 20
59114
32
53314
1 T
3 F_
31/4
28114
12
3
1
47112
CL
20
N/A
HRN_22
511n
35vz
613I4
11n T
4 F
04
33,14
12
3
1
363r4
CL
20
NIA
HRN 25
55112
35112
613/4
1v2 T
4 F
41t4
33114
14
3
1
1 46314
CL
20
N/A
H 30
6312
351n
61W4
b12 T
4 F
4v+
331u
16
3
110
4 W4
CL
20
N/A
HRN 35
721/2
35v2
613/4
11/2T
4F
4v4
Dim
16
3
long
57314
CL
20
N/A
HRN-AO
79v2
Min
61314
11n T
4 F _
4114
33114
18
3
1u+
64314
CL
WA
21
HRN_50
681/2
441i2
68
11/2 T
6 F
51/4
40314
18
3
Tv2
493m
CL
NIA
27
HRN_60
Min-
4411z
68
11n_T
6 F
5v4
403r4
20
3
U2
593r+
CL
WA
30
HRN_70
88v2
44v2
68
1112 T
6 F
5v4
40314
(2)16
3
2
69v4
36
20
WA
HRN_80
98v2
44v2
68
11n T
6 F
Sv+
464
(2)16
3
2
793r+
38
20
NIA
HRN90
91114
55
80314
2 T
8 F
6314
50112
(2)18
3
2
661/4
34
WA
27
HRN__166
98v4
55
80y+._.,
2 T
8 F
63r+
Win
(2)18
3
.2
7314
38
WA
27.HRN_125
117114
_ _
55
80314
2 T
8 F_
6314
501/2
(2)20
3
2112
92114
40
NIA
30
HRN-150
1351/4
55
803r4
2 T
9 F
6314
5OW2
(2)22
3
21a
1101q
44
WA
33
HRN_175
_
1551r4
55
86314 '
2 T
8 F
6314
50w
(2)22
3
2v2
1301/4
44
NIA
33
HRN_Z00_
1291u_
67
88v4
2 T
10 F
8314
53
CF
3
CF
1003m .
CF
WA_
CF
HRN 225
143v4
67
88v4
2 T
10 F
8314
53
CF
3
CF
114314
CF
WA
CF
HRN_250
1541+
67
Ulm
2 T
12 F
83m
53
CF
3
CF
1253r4
CF
WA
CF
HRN 275
167114
.
67
881/4
2 T
12 F
83/4
53
CF
3
CF
138314
CF
N/A
CF
HRPL360_
_179ih _.
_67 _.
88m..
_ 2 T .
. 12F- _
8314
53_
CF
3
CF
166Y1.CF
WA_
Of
Dimerrsions are in inches and are subject to production tolerances.
Width does not include gas train, inlet or control assemblies.
z T= Threaded, F = Flanged. Flanged connections extend approximately 3 in. from thojacket.
Models 6 to 60 use one vent, 70 to 300 use two vents. Atmospheric vents 18 in. or larger receive. barometric dampers instead of draft hoods.
^ Gas fine size is for standard gas train and firing mode.
CF - Consul factory for options and inforrre6on, WA - Not Applicable
ED
A.S.M.E.
W
E.T.L- Listed
00
E.T.L-
Canadian Listed