MUP 2003-420i
0
City of La Quinta
Community Development Department
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 FAX: (7M§)_7_7__ 23
APPLICATION FOR MIN
0
JUN 18 2003
OFFICE USE ONLY
Case No. 206 3 -`1a()
Date Recvd. L 1/ 1163
Fee:
Related Apps.: A
I Logged in by:
PROVAL
MINOR USE PERMIT applications are reviewed and approved by the Community Development Director
pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring
the permit do not have an adverse impact on surrounding properties, residents, or businesses.
APPLICANT
MAILING ADDRESS — Phone No. —77--) - 1
CITY, STATE, ZIP: G • qzz S Fax No. __j --I") • 1 SG L
PROPERTY OWNER (If different): Q C,
(Print)
MAILING ADDRESS:_ o� Phone No.
CITY, STATE, ZIP:
PROJECT LOCATION: `e) 1 —
9
PROPOSED USE AND/OR CONSTRUCTION (Inc
Fax No.
information);
— r _
(attach sheets if needed)
LEGAL DF9CRIPTION (LOT & TRACT OR A.P.N.)\ LSM -2— S KC c t -Z�g�95 — V1
A18\Minor Use Permit
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❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
Five (5) sets of plans on 8'/z" x 11" sheet or folded down to 81/2" x 11".
❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be
charged full fee, with remaining related applications discounted 50% for each. This discount does not apply
to Environmental Information form.
NAME OF APPLICANT tA(1
(Pleas nt)
SIGNATURE OF APPLICANT DATE
NAME OF PROPERTY OWNER_^ 'no t') L
(Please Print)
SIGNATURE OF PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT:J",DATE
(Signature provides consent for applicant to use site for proposed activity).
DATE
(Separate written authority by owner to submit application may be provided)
NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE
GROUNDS FOR DENYING APPLICATION.
A1Minor Use Permit
INVOICE NO
INVOICE DATE
COMMENT
GROSS
DEDUCTIONS
AMUNT PAWN
m' E MOUNTAIN VIEW AD -SUITE 200
cwon cBrm, inc SCOTTSDALE, AZ 85258
050503
minor use permit for sale
ARIZONA DIVISION 4M951-0782 Check No. - 2329467
Check Date
05/09/03 Stub I of I
INVOICE NO
INVOICE DATE
COMMENT
GROSS
DEDUCTIONS
AMUNT PAWN
030505
050503
minor use permit for sale
75.00
75.00
�roS, Inc HEC .'�K
NO.
-.02329467
N DIVISION Bank of America
VIEWAD - SUITE200
domrm 0$4u JCK
LE, AZ '6U5P'.-" iaa.i rsamen,t, YIEN50KNO. C�E
NorVibiOdt IL;.
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*See Reverse Side For Easy Opening Instructions*
`Toll `Bros., Inc
3103 PHILMONT AVENUE
HUNTINGDON VALLEY, PA 19006
City of La Quinta
78-495 Calle Tampico
La Quinta CA 92253
V
July 18, 2003
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Mr. Andy Fraser
Toll Brothers, Inc.
81380 Legends Way
La Quinta, CA 92253
(760) 777-7000
FAX (760) 777-7101
FILE COPY
SUBJECT: MINOR USE PERMIT 2003-420 - TRACT 28838-4 - 81225 LEGENDS WAY
TEMPORARY SALES TRAILER FOR TOLL BROTHERS AT PGA WEST
Dear Mr. Fraser:
The Community Development Department has approved your application to establish a
temporary sales office trailer on an existing parking area, pursuant to Section 9.60.250 of the
Zoning Code.
The following findings are applicable to the approval of this minor use permit:
A. The land use proposed is consistent with the General Plan, which designates the
property for Low Density Residential Development.
B. The use as proposed is consistent with the provisions of the Zoning Code, in that the
proposed use shall facilitate the development of the property as designated in the
Code.
C. Processing and approval of this minor use permit is in compliance with the provisions
of the California Environmental Quality Act (CEQA). This proposal represents a
temporary sales office use for an approved residential use, which ultimately
implements TR 28838 as previously approved.
D. Approval of this minor use permit will not create conditions materially detrimental to
the public health, safety and general welfare or injurious to or incompatible with other
properties or land uses in the vicinity. All surrounding properties are or will be
developed as Low Density Residential, consistent with the subject property's ultimate
use.
E. The access, parking and circulation as proposed with this minor use permit will not
result in excess traffic congestion or safety hazards.
Enclosed is a copy of approved Exhibit A (site plan). In addition, development of this use is
subject to the following conditions:
C:\Wrkgrp\Letters\MUP\mup03420st. wpd
1. The parking area shall be complete prior to the sales trailer being used for sales. Wheel
stops shall be retained and/or provided for all parking stalls, and shall allow for a 2 -foot
forward overhang. A building permit shall be obtained for the trailer installation.
2. Install one 2A1OBC fire extinguisher inside the front exit door of the sales office.
3. One 2' x 3' sign shall be placed close to or on the sales office front door, displaying
a 24-hour emergency phone number (minimum 1 " high letters) which emergency
personnel may call if problems arise that need prompt attention. The sign shall include
any temporary address, and may include the company name for the purpose of
identification.
4. The model home/sales office complex use shall be abandoned by July 18, 2004, unless
an extension is granted by the Community Development Director pursuant to Section
9.60.250.F of the Zoning Code.
5. The applicant/developer agrees to indemnify, defend, and hold harmless the City of La
Quinta from any legal claim or litigation arising out of the City's approval of this
project. The City of La Quinta shall have the right to select its defense counsel at its
sole discretion.
The City may impose additional conditions to this application to mitigate any problems that
arise not previously addressed herein. This decision may be appealed to the Planning
Commission pursuant to Section 9.200.120, provided the application requirements of said
Section are met within 15 days from the date of this letter. If you have any questions, please
contact me at 760-777-7069.
Very truly yours,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
Wallace H. Nesbit
Associate Planner
Enclosure
c: Planning Manager
Code Compliance
Fire Marshal
Building & Safety Counter Technician
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DESIGN CALCULATIONS
- FOR:
12' WIDE COMMERCIAL COACH
PAC) PIER / ANCHOR SYSTEM
(70 MPH EXP 'C'WIND, TYPE 4 SOIL)
ADDRESS OF INSTALLATION:
PREPARED FOR:
MOBILE MODULAR MANAGEMENT CORP.
5700 LAS POSITAS ROAD
LIVERMORE, CALIFORNIA 94550
11450 MISSION BLVD.
MIRA LOMA. CALIFORNIA 91752
PREPARED BY:
ACUMEN ENGINEERING, INC
12808 SOUTH, 600 EAST
DRAPER, UTAH 84020
(801) 571-9877
The information in these calculations is proprietary. They may not be reprinted,
distributed or used for any purpose without the expressed written permission
of Mobile Mod -u -lar Management Corporation.
•
•
TABLE OF CONTENTS 12' Wide Commercial Coach
(70'C' Wind. Type 4 Soil)
ITEM
DESIGN LOADS
PAD/PIER DESIGN
Wood Pad Analysis
Pad/Pier Spacing
GROUND ANCHOR DESIGN
SHEET
3
4
5
L
DESIGN LOADS
A.) Dead Loads
1.)Roof
2.)Floor
3.)Exterior Walls
4.)Partition Load
B.) Live Loads
1.)Roof
2.)Floor
3.)Wind:
70 mph. Exp'C'
Primary Frame:
Uplift:
4.)Seismic Zone: 4'
(Allowable Stress Design)
6 psf
8 psf
6 psf
10 psf
20 psf
50 psf / 2000# Concentrated Load
Design Pressure (psf)
Ce Cq qs I P=(Ce)(Cq)(gs)(1)
1.06 1.3 12.6 1.0 17.4
1.06 0.8 12.6 1.0 10.7
Design Base Shear
Ca R" V=((3.0)(Ca)/(R)(1.4))(W)
0.44 5.6 0.168
Does not include 'Near Source Factor as required
by the 1997 UBC for buildings located within 10km
of a known seismic source.
Ordinary Braced Frame System
W 111fi
i �ctv FBF •
T%G V
�i5 (= 1050 Irl
C -f u
P. = 1` , Cl IQ -L-
.2,7
L-
tl .2S
Z
.Z
G/�QP�1 Tl 41F CAc++ Irml. 1 S 2250 `
71
PAD/PIER SPACING
Input Data:
Roof Live Load: (RI)
20 psf
Roof Dead Load: (Rd)
6 psf
Exterior Wall Dead Load: (Wd)
6 psf
Floor Live Load: (FI)
50 psf
Floor Partition Load: (Fp)
10 psf
Floor Dead Load: (Fd)
8 psf
Module Width: (W)
11.83 feet
Sidewall Height: (H)
8 feet
Pad/Pier Capacity: (P)
4000 lbs
Calculations:
Weight of Exterior Wall: We=(WdxH) 48 plf
Load Acting on Outside Chassis
Main Rails:
Wo=((RI+Rd+FI+Fp+Fd)(W/2))+We 604.0 pif
Maximum Spacing of Piers on
Outside Main Rails: S=P/Wo 6.62 feet
(12' Wide, 70C Wind, Type 4 Soil)
GROUND ANCHOR DESIGN (17 Wide, 70C Wind, Type 4 soil)
Input Data:
Design Wind Pressure: (P)
17.4 psf
Seismic Load Factor: (SI)
0.168 W
Roof Dead Load: (Rd)
6 Psf
Floor Dead Load: (Fd)
8 psf
Exterior Wall Dead Load: (Wd)
6 psf
Roof Live Load used in Seismic
Calculation: (RI)
0 psf
Partition Load used in Seismic
Calculation: (Pd)
10 psf
Floor Live Load used in Seismic
Calculation: (FI)
0 psf
Building Depth: (D)
11.83 feet
Exterior Wall Height: (H)
8 feet
Roof Depth: (R)
1 feet
Floor Depth: (F)
0.67 feet
Skirting/Foundation Height: (S)
3.33 feet
Pull -Out Capacity of Anchor. (Pu)
7125 lbs
Angle of Anchor Installation: (A)
45 degrees
Strap Design Capacity: (Sd)
6300 lbs
Safety Factor. (Fs)
1.5
Calculations:
Ground Anchor Capacity:
Design Capacity of Anchor. Pc = Pu/Fs
4750 lbs
Strap Design Capacity: (Sd)
6300 lbs
Governing Capacity: (Gc)
4750 lbs
Lateral Load Resistance of Anchor/Strap
Assembly: VL = Gc x cos(A)
3359 lbs
GROUND ANCHOR DESIGN (cont.)
(17 Wim. 70C Wind. Type 4 Shc)
Building Length: (L) (feet)
32
44
50
60
66
Calculations:
Transverse Load:
Base Shear Due to Wind:
Vw = P x ( R + F + H + S/2) x L (Ibs)
6311
8678
9861
11834
13017
Base Shear Due to Seismic:
Vs = (SI)((LxD)(Rd+Fd+RI+Pd+Fn+
((L+D)x:2XFixWd)) Obs)
2233
2999
3382
4020
4403
Governing Transverse Base Shear. (V) Obs)
6311
8678
9861
11834
13017
Longitudinal Load:
Base Shear Due to Wind:
Vw = P x (R + F + H + S/2) x D (Ibs)
2333
2333
2333
2333
2333
Base Shear Due to Seismic Loading: (Ibs)
2233
2999
3382
4020
4403
Governing Long. Base Shear. (VI) (Ibs)
2333
2999
3382
4020
4403
Ground Anchor Quantity:
In Each Transverse Direction: Nt = V/VL
2
4
4
4
4
In Each Longitudinal Direction: NI=VWL
1
1
2
2
2
Total Quantity of Anchors Required:
6
10
12
12
12
Required Anchor Pullout Capacity (Ultimate Capacity):
In Each Transverse Direction:
Lt=((V/Nt)/cos(A))Fs Obs)
6674
4589
5214
6257
6883
In Each Longitudinal Direction:
LI=((VVNl)/cos(A))Fs Obs)
4935
6343
3577
4252
4657
ALTERNATE GROUND ANCHOR DESIGN
Input Data:
Design Wind Pressure: (P)
17.4 psf
Seismic Load Factor: (SI)
0.168 W
Roof Dead Load: (Rd)
6 psf
Floor Dead Load: (Fd)
8 psf
Exterior Wall Dead Load: (Wd)
6 psf
Roof Live Load used in Seismic
Calculation: (RI)
0 psf
Partition Load used in Seismic
Calculation: (Pd)
10 psf
Floor Live Load used in Seismic
3359 lbs
Calculation: (FI)
0 psf
Building Depth: (D)
11.83 feet
Exterior Wall Height: (H)
8 feet
Roof Depth: (R)
1 feet
Floor Depth: (F)
0.67 feet
Skirting/Foundation Height: (S)
3.33 feet
Pull -Out Capacity of Anchor. (Pu)
7125 lbs
Angle of Anchor Installation: (A)
45, degrees
Strap Design Capacity: (Sd)
6300 lbs
Safety Factor. (Fs)
1.5
Calculations:.
Ground Anchor Capacity:
Design Capacity of Anchor. Pc = Pu/Fs
4750 lbs
Strap Design Capacity: (Sd)
6300 lbs
Governing Capacity: (Gc)
4750 lbs
Lateral Load Resistance of Anchor/Strap
Assembly in Longitudinal Direction:
VL = Gc x cos(A)
3359 lbs
Lateral Load Resistance of Anchor/Strap
Assembly in Transverse Direction:
VT = Gc x cos(A)
3359 lbs
Lateral Load Resistance of Anchor/Strap
Assembly in Transverse Direction:
(30 Degree Maximum Variance From
Principal Axis)
VTT = Gc x cos(A) x cos(30)
2909 lbs
(17 Wide. 70C Wind. Type 4 Still
ALTERNATE GROUND ANCHOR DESIGN (cont.) (iz wide. 70c wind. Type 4 soil)
Building Length: (L) (feet)
32
44
50
60
66
Calculations:
Transverse Load:
Base Shear Due to Wind:
Vw = P x ( R + F + H + S/2) x L (Ibs)
6311
8678
9861
11834
13017
Base Shear Due to Seismic:
Vs = (SI)((LxD)(Rd+Fd+RI+Pd+Fo+
.. ((L+D)x2xHxWd)) (lbs)
2233
2999
3382
4020
4403
Governing Transverse Base Shear. (V) (Ibs)
6311
8678
9861
11834
13017
Longitudinal Load:
Base Shear Due to Wind:
Vw = P x (R + F + H + S/2) x D (Ibs)
2333
2333
.2333
2333
2333
Base Shear Due to Seismic Loading: (Ibs)
2233
2999
3382
4020
4403
Governing Long.. Base. Shear. (VI) (Ibs)
2333
2999
3382
4020
4403
Ground Anchor Quantity: .
In Each Transverse Direction: Nt = V/VT
2
2
2
2
2
(Maximum of 2 Anchors)
In Each Transverse Direction at 30 Degrees:
Ntt = (V-2(VT))/VTT
0
2
2
2
4
In Each Longitudinal Direction: NI=VI/VL
1
1
2
2
2
Total Quantity of Anchors Required:
6
10
12
12
16
Ground Anchor Loads: .
In Each Transverse Direction:
. Lt=((V/(Nt+Ntt)/cos(A))Fs obs)
8674
4589
5214
6257
4589
In Each Transverse Direction: (30 Degrees)
Lt=(V/(Nt+Ntt)/cos(A))/oos(30)Fs obs)
0
5299
6021
7225
5299
In Each Longitudinal Direction:
LI=((VVND/cos(A))Fs obs)
4935
8343
3577
4252
4857
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O
O
I%.
CD
4"
f0
4
N
N
f0
f0
O
10
m
O
m
d'
C
a
W
J
WL
O
f0
O
•
9