PP 93-497Titit 4 Q9 M - -
CITY OF LA QUINTA
78-095 CALLE TAMPICO — LA - QUINTA, CALIFORNIA 92253 - (619) 777-7000
FAX (619) 777-7101
August 23, 1993
Mr. Michael Allen
Indian Wells Joint Venture
45-025 Manitou Drive .
Indian Wells, CA 92210
SUBJECT: PLOT PLAN 93-497 (RED ROBIN RESTAURANT)
Dear Mr.' Allen:
The Planning and Development Department has reviewed your initial set of working drawings
for the Red Robin Restaurant in the One Eleven La Quinta Center. We have found that a
number of corrections are needed. These revisions are as follows:
1. Roof lighting fixtures shall be in compliance with the City's "Dark Sky" Ordinance. If
light fixtures are not in compliance they will be required to be removed (Condition #4).
2. The handicap ramp between the handicap parking stalls on the north side of the building
is required to be widened to 8 -feet and relocated so that the landscape planter at the top
of the ramp (south end) does not interfere with persons utilizing the ramp (Condition
#12).
3. Trash enclosure specifications are not in compliance with Waste Management design
standards. Please contact Waste Management of the Desert for proper standards and
include them as a part of the working drawings (Condition #15).
4. Submit final landscaping and irrigation working drawings, incorporating Conditions #16,
17, 18, and 19.
5. Along the east side of the building, a trellis similar to that utilized on the west side of
the building is required to be provided. The site plan on CS -1 indicates a small trellis
on the east side of the building. However, no additional details are shown for this trellis
on either a detail sheet or the east elevation -of the building. Include appropriate
specifications and plans for the trellis. Additionally, the trellis should span at least of
ten feet of the east side of the wall over the doorway (Condition #20).
6. The window glass _on the building is required to be either recessed or provided with
overhangs so that a minimum of two feet protection is provided. Plans show two foot
overhangs in some areas. However,- not all section views and details indicate the two
foot protection. The plans should be revised to insure that this is provided (Condition
#21).
LTRSS.389MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA, CALIFORNIA 92253
• F
7. All signs shall require separate sign permits and be in compliance with approved sign
program (Condition #22). r
8. The roof trellis members are required to be placed close enough to provide shade with
all wood members a minimum of 3" X 6" and lag bolted. There are no details on the
trellis to determine that this condition is being complied with. The plans must be revised
to comply with the condition (Condition #23).
9. Condition #25 requires that the following items be studied and revisions implemented if
it is determined to be necessary by the City:
A. The vertical treatment along the upper parapet roof.
B. The applicant shall study the possibility to provide additional horizontal members
on the windows.
There is no indication that this item has been dealt with.
10. Sheet, CS -2 indicates a screen wall detail. It is not clear where this screen wall is being
utilized. The plans should be revised to show where this screen wall is to be used.
11. The landscaping and irrigation plans are required to be reviewed and approved by both
the Riverside County Agricultural Commissioner and the Coachella Valley Water
District. These clearances must be received prior to a building permit being issued.
Please make the necessary changes or clarifications to the working drawings. Once they are
made please see that we receive a copy in order to recheck the plans.
Should you have any questions regarding this matter, please feel free to contact the undersigned.
Very truly yours,
JERRY HERMAN
PLANNING & DEVELOPMENT DIRECTOR
STAN B. SAWA
Principal Planner
SBS:bja
cc: Mr. Chris .Cooper, Archnet
:Buil ding and `Safety Department
LTRSS.389
OF RIVEggJDE -
PART(NIEE�T pF� HEALTH
PLAN REJECTION NOTICE
TO:
tU��+ l�;�l CG: 0
RE:
DATE:
PHONE :�}) l 1 ila% /
CCD ESTALLISFL'fENT NAME
—LIcC (L-Qv,
ADDRESS— 2A 7 � (.,�
The plans for your food establishment have been reviewed and rejected for the
reasons:
' following
allure o provide an adequate finish s he ul - s����-
, V, •h.e, l a c �r .�R 6 e .-es 4�`jV.-C..1, n
cS Ir0.l WQ t t r +� Q UJ iii/.
Failure to rov dean P (,J1d �•( c ec.v,• Aas� b'�v��e.�binQ.. .o��i ., ,
P KCL P�;r quate eqbip en sched ale u2 o� f�a.�. -� S p �( kn�tit� �2.2v_itw�
f Failure to provide a plumb^ img s �}eduleyrr`e w.acl��k2E.s ��� e��au�
f orr e
d tnA � � h CQ �:t
Ot�er Y�fl��oc� foo a r ks �ikia�t�e � L.e*'( (X TO xi"
Please retrieve your plans and add the above indicated information prior to resub-
mittal.
Plans rerejectionwill not be
submitted within sixty (60) days of +
plan check fee, charged another
Plans are available at V7`?
2_
' as and will be discarded
►s A
if not picked up within sixty (60) days of. thin
s otice date,
NO INSPECTION OF YOUR ESTABLISHMENT WILL BErCONDUCTED, OR APPROVAL GRANTED TO 0
UNTIL ALL PROPER INFORMATION REQUESTED HAS BEEN RECEIVED AND YOUR PLANS RETURNED TO
YOU. PLANS MUST BE REVIEWED, APPROVED, FINALED, AND RETURNED TO YOU BY THISPETE,
MENT PRIOR TO ANY CONSTRUCTION WORK BEGINNING. UPON COMPLETION, TWO SETS OF FINALT
PLANS ARE TO BE TAKEN TO THE BUILDING DEPARTMENT FOR THEIR•REVIEW AND APPROVAL. ED
DOH SAN 030 - (New 5/87)
Reply lo:
MARVIN A. HORNSTEIN
STRUCTURAL ENGINEER CALCULATION SHEET NO.
18340 VENTURA BLVD., SUITE 202 1 Z I I Q -
TARZANA, CALIFORNIA 91356
------_..------------------------ PFOJECT kM
'OFFICE (818) 708-1860
FAX 818 708-9524
�`�� � P• H 0;j �`,
No. 875 z
J-ExP. 12-31;96
LP
s�* UCT\N�P��Q
��'' nr�ac.►�F��/e
is mill number (000 shown), and the perAl
)rms to APA's performance standard PRP -
>des in NER-108 (Ref. 15.1).
)anels account for much of the wood
es. These materials are assumed to
'lywood and panels with directional
are normally used in the strong
ierpendicular to the supports). How-
!) the panels are often turned in the
,his latter case, a thicker panel may
on results in a savings in labor. In
be carried with the increased panel
appears in the grade -trademark d
erformance-rated sheathing. Recall
:tural wood panels may be performs,
to determine the sheathing require-
�ction under typical roof live loading
lual span agrees with the roof spas
can be used indirectly to determine
8.13. For example, if the span is 24
ie required span rating of 40/20 can
roof span in the span rating (40 in.l
4 in.).
,g. 8.13 are recognized by the three
5.1), which contains a similar table.
it performance -rated panels, and the
sum load capacities. Consequently
apacities that are greater than thou
applies to plywood only, and it cons,
exceed the loads in Fig. 8.13.
1 list the maximum allowable span'
(port (the UBC table refers to 11edgla
the panel edges parallel to the span
Example 8.10. Generally support to
(ming can be provided by blocking.
?l clips.
mit differential movement between
�► some form of edge support is not
;lacing of supports will be required.
ALLOWABLE UNIFORM ROOF LIVE LOADS FOR APA RATED SHEATHING AND APA RATED
STURD•1•FLOOR WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS I, 6
N WTO SHEATHING
ROOF
FLOOR
i�
0X SHMINGICEILINO DECK
s^
i
f•.�%fir.
I
MAXIMUM SPAR Peon)
ALLOWABLE LIVE L040S Ipd)
Jn
A rMS
fMNFI THICKNESS
With Eepe
Without Edge
Spuing
of
Supports
Comer -to -Center
9nchec)
MAXIMUM
SPAN
Qnehul
_
rhe
48 54 60
bse
Onch)
3uppon
Support
1 12
16
20
24
32 40
511 6
12
12
30
0
YO
5118^ 3/8
16
16
70
30
0
300
5116.3/8
20
20
120
50
30
0
MO
318.711 1/2
24
203
190
100
60
30
0
i WS
7/16, 1/2
24
24
190
100
65
40
16
165
F 11116
15132. 1/2, 518
32
28
325
180
120
70
30
204' 5
all"
9/16. 19!32, 518, 314, 718
40
32
305
205
130
60 30
1 rYJ4
23132, 314, 7/8
48
36
—
—
280
175
95 45
35
24
W32
7/8.1
54
40
245
130 75
50
35
32
ij
4"
718.1, 1-1/8
60
1 48
305
165 100
70
50 35
1 48
I N PAD STURD-1-FLOOR
ROOF
FLOOR
4 ^—
MAXIMUM SWILL unchu)
ALLOWABLE
LIVE LOADS (p!n
I
MAXIMUM
Spacing m
supports Centerdo-to
9nchu)
MEL THICKNESS
SPUN
gifts Ed
Withom Edge
(Inches)
gSM
(inch)
Support
Support
12
16
20
24
32 40
48
51 gp
Y o c
19132, 518, 21132
24
24
185
100
65
'40
165
204.5
A e c
19132, 5/8, 314
32
32
270
150
100
60
30
M c c
11116, 23132, 3/4
48
36
240
160
100
50 30
25
24
(`
( Sl o c
718, 1
48
40
—
295
185
100 60
40
32
Igoe
1-3132, 1.1/8
60
48
—
—
—
290
160 100
65
50 40
1 48
--0 W*W* spans were determined using a dead load of 10 psf. If the dead load exceeds 10 psf then the live load should be reduced
f%"&iagroove edges, panel edge clips (one midway between each support^ except two equally Spaced between supports 48 inches
P wol. lumber blocking, or other. Only lumber blocking will satisfy blocked diaphragm requirements of Table No. If. except as noted in
l+me83.
%rgbw inches for 112 -Inch panels.
%it to YM over framing spaced 24 inches on center for floors where 1-1/2 inches of cellular or lightweight concrete is applied over
• go"%
4%w mud Over framing of 24 inches on center where 3/4 -inch wood strip flooring is installed at right angles to joist.
1Vsw to panels 24 inches or wider.
Allowable roof live loads on APA Rated Sheathing. (APA.)
A point about the support of panel edges should be emphasized. The use
dT&G edges or panel clips is accepted as an alternative to lumber blocking
br sheathing loads only. If blocking is required for diaphragm action (Chap.
11, panel clips or T&G edges (except 11/8 -in. -thick 2-4-1 plywood with stapled
T{G edges) cannot be substituted for lumber blocking.
QAMPLE 8.10 Roof Sheathing Edge Support Requirements
Alternative forms of support for panel edge that is perpendicular to roof framing (Fig.
114).
Unsupported edge. In most cases Fig. 8.13 and UBC Table 25-S-1 require closer roof
joist spacing than given by the span rating when the 8 -ft panel edges are not
supported. Note that panel thickness may be increased as an alternative to providing
support to all edges (or reducing the roof beam spacing).
S. Lumber blocking. Cut and fitted between roof joists.
r. Tongue -and -groove (T&G) edges.
d. Panel clips. Metal H-shaped clips placed between plywood edges. For the number
of panel clips refer to Fig. 8.13, footnote 2.
s^
i
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jMone 4*J? Clain -Aft"
78495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 - (619) 777-7000
FAX (619) 777-7101
August 23, 1993
Mr. Michael Allen
Indian Wells Joint Venture
45-025 Manitou Drive
Indian Wells, CA 92210
SUBJECT: PLOT PLAN 93-497 (RED ROBIN RESTAURANT)
Dear Mr. Allen:
The Planning and Development Department has reviewed your initial set of working drawings
for the Red Robin Restaurant in the One Eleven La Quinta Center. We- have found that a
number of corrections are needed: Thesejevisions are as i IMS:
Roof lighting fixtures shall be in compliance with the City's "Dark Sky" Ordinance. If
light fixtures are not in compliance they will be required to be removed (Condition #4).
2. The handicap ramp between the handicap parking stalls on the north side of the building
is required to be widened to 8 -feet and relocated so that the landscape planter at the top
of the ramp (south end) does not interfere with persons utilizing the ramp (Condition
#12).
3. Trash enclosure specifications are not in compliance with Waste Management design
standards. Please contact Waste Management of the Desert for proper standards and
include them as a part of the working drawings (Condition #15).
Submit final landscaping and irrigation working drawings, incorporating Conditions #16,
17, 18, and 19.
,L . Along theeast side of the building, a trellis similar to that utilized on the west side of
the building is required to be provided. The site plan on CS -1 indicates a small trellis
on the east side of the building. However, no additional details are shown for this trellis
on either a detail sheet or the east elevation of the building. Include appropriate
specifications and plans for the trellis. Additionally, the trellis should span. at least of
ten feet of the east side of the wall over the doorway (Condition #20).
6. The window glass on. the building is required to be either recessed or provided with
overhangs so that a minimum of two feet protection is provided. Plans show two foot
overhangs in some areas. However, not all section views and details indicate the two
foot protection. The plans should be revised to insure that this is provided (Condition
#21). '
LTRSS.389MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253
11
All signs shall require separate sign permits and be in compliance with approved sign
program (Condition #22).
S8. The roof trellis members are required to be.placed close enough to provide shade with all wood members a minimum of 3" X 6" and lag bolted. There are no details on the
trellis to determine that this condition is being complied with. The plans must be revised
to comply with the condition (Condition #23).
r.
9. Condition #25 requires that the following items be studied and revisions implemented if
it is determined to be necessary by the City:
A. The vertical treatment along the upper parapet roof.
B The applicant shall study the possibility to provide additional horizontal members
on the windows.
There is no indication that this item has been dealt with.
10. Sheet CS -2 indicates a screen wall detail. It is not clear where this screen wall is being
utilized. The plans should be revised to show where this screen wall is to be used.
fl l The landscaping and irrigation plans are required to be reviewed and approved by both
the Riverside County Agricultural Commissioner and the, Coachella Valley Water
District. These clearances must be received prior to a building permit being issued.
Please make the necessary changes or clarifications to the working drawings. Once they are
made please see that we receive a copy in order to .recheck the plans.
Should you have any questions regarding this matter, please feel free to contact the undersigned.
Very truly yours,
JERRY HERMAN
PLANNING & DEVELOPMENT DIRECTOR
STAN B. SAWA
Principal Planner
.SBS:bja
cc: {Mr, `Chris Cooper, Aichnet - .
Building and Safety Department
LTRSS.389
t it
�. 1:�r+6YNnv9vk+@1'fatatGy
II'�LH11D TR�J'� cihJC . T` fti� . r 14-:455 ur2l �• 27,93 15:3'� No . 01S P . 0�
`� _ ,.. , _ �.w___ f_at'tat_ra rl`CI i»J71(fryn(!!•sJ?l)233^ r 5 Inc. 1
14
4
Ta Qw-nta Building t7ej-hArt<lte-rit i
i
Attn: Kim Harold
Ref
v ie ni k-we?i tali c_ i i.nt a
z
la (:njinta, CA
In the evaluatic,n and design of roof trusses, on the forejiez-nUoneed-
project, Inland Truss, Inc., follcmed Pres ribud icxads. The Struc-
tural, sheets, in particular 5--2 plans dated July 13, 1993 vre fol-
lmAed and adhered to. All information in plans provided were cun-
si.derxi and follryaen. t
If there are any further questions, please do not hesttat.e to
r
Very truly Yom's,
ikiniel W. I'rwin
President
C
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