AR (06-0470)54470 Avenida Martinez
06-0470
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
06-00000470
54470 AVENIDA MARTINEZ
774 -254 -024 -ST -000000-
ADDITION - RESIDFnTTTAT,
COVE RESIDENTIAL
29515
Arc
Tity/ 4 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
----------------- - --------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
L
icense Ts- B LiicepsVNo.: 8280
t v ntractor. /I
OWNER -BUILDER DECLARATION
hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
' construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
` permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address: II
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/22/06
Owner:
BILLS RANDY C
54865 AVENIDA OBREGON
LA QUINTA, CA 92253
Contractor:
LEGACY HOMES
P.O. BOX 696
LA QUINTA, CA 92253
(760)777-8317
Lic. No.: 778280
------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations: -
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
JQ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 13302-2005
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the wort ' compensation provisions of Section
jj 3700 of he Labor Cod 11 forthwith coryr j rth o e provisions.
ateJ OW
. /f
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinance nd state laws relating to building construction, and hereby authorize representatives
of this county to enter on the ab en Toned prWpeforpection purposes.
Date Signatur tl:
Application Number . . . . . 06-00000470
Permit
. . .
BUILDING PERMIT
BASE FEE
Additional
desc . .
EA
PLB
FIXTURE
Permit Fee
. . . .
284.50
Plan Check Fee
184.93
Issue Date
. . . .
EA
Valuation
29515
Expiration
Date
9/18/06
PLB
WATER INST/ALT/REP
Qty
Unit Charge
Per
Extension
BASE
FEE
252.00
5.00
----------------------------------------------------------------------------
6.5000
THOU BLDG
25,001-50,000
32.50
Permit
. . .
MECHANICAL
Additional
desc .
Permit Fee
. . . .
39.50
Plan Check Fee
9.88
Issue Date
. . . .
Valuation . . . .
0
Expiration
Date
9/18/06
Qty
Unit Charge
Per
Extension
BASE
FEE
15.00
1.00
9.0000
EA MECH
FURNACE <=100K
9.00
1.00
9.0000
EA MECH
B/C <=3HP/100K BTU
9.00
1.00
------------------------------7---------------------------------------------
6.5000
EA MECH
VENT FAN
6.50
Permit
. . .
ELEC-NEW RESIDENTIAL
Additional
desc . .
Permit Fee
. . . .
33.06
Plan Check Fee
8.27
Issue Date
. . . .
Valuation'
0
Expiration
Date . .
9/18/06
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
516.00
----------------------------------------------------------------------------
.0350
ELEC
NEW RES - 1 OR 2 FAMILY
18.06
Permit . . . PLUMBING
Additional desc . . .
Permit Fee . . . . 67.50
Issue Date
Expiration Date . . 9/18/06
Qty Unit Charge Per
Plan Check Fee .
Valuation . . .
LQPERAIIT
16.88
0
Extension
15.00
24.00
15.00
7.50
3.00
BASE FEE
4.00
6.0000
EA
PLB
FIXTURE
1.00
15.0000
EA
PLB
BUILDING SEWER
1.00
7.5000
EA
PLB
WATER HEATER/VENT
1.00
3.0000
EA
PLB
WATER INST/ALT/REP
LQPERAIIT
16.88
0
Extension
15.00
24.00
15.00
7.50
3.00
Application Number . . . . . 06-00000470
Permit . . . . PLUMBING
Qty Unit Charge Per Extension
1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 .
----------------------------------------------------------------------------
Permit . . . GRADING PERMIT
Additional desc .
Permit Fee . . . . 15.00
Issue Date . . . .
Expiration Date . . 9/18/06
Plan Check Fee .00
Valuation . . . . 0
Qty Unit Charge Per
Extension
BASE FEE
15.00
----------------------------------------------------------------------------
Special Notes and
Comments
516 SF. DETACHED
CASITA
----------------------------------------------------------------------------
Other Fees . . .
. . . ... .
ENERGY REVIEW
FEE
18.49
STRONG MOTION
(SMI) - RES
2.80
Fee summary
Charged
----------
Paid Credited
--•----------------------------
Due
-----------------
Permit Fee'Total
439.56
.00
.00
439.56
Plan Check Total
219.96
.00
.00
219.96
Other Fee Total
21.29
.00
.00
21.29
Grand Total
680.81
.00
.00
680.81
LQPERiYfIT
STRUCTURAL DESIGN CALCULATIONS
for
Legacy Home Guest House
TABLE OF CONTENTS
Section 1 -- General
Section 2 -- Gravity Load Analysis
Section 3 -- Lateral Load Analysis CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
Section 4 Connections -- APPROVED PPRO V ED
FOR CONSTRUCTION
DAIS;-' O C R S7
Prepared By: Satellite Offices:
Concorde Consulting Group, Inc Concorde Consulting Group, Inc
3505 Camino Del Rio South, #350 4511 E Sunnydunes, # E
San Diego, California 92108 Palm Springs, California
Project No: 06-016
Revision 0
Dated:
For: Review
SECTION 1 --GENERAL (LOADS, CODES. MATERIALS AND SPECaFICATIONS)
A. Gravity Loads
Roof Dead Load Roof 8.psf
Plywood 2.8 psf
Framing 2.5 psf
Misc 3.5 psf
Insulat 1.5 psf
Mech/E1 1.7 psf
Subtotal 20 yof
HENCE:
Roof Dead Loads 20.00 psf
Roof Live Loads 20.00 psf
B. Lateral Loads -- SE%SMXC
Seismic Design Base Shear (1997 UBC Section 1630.2.1)
Soil Profile = Sb
Zone Factor = 0.4
Seismic Coeff, Ca = 0.44 Na
Near Source Na = 1 (Actual used is 1.1)
Coefficient, R (1997 UBC Table 16-N)
Steel OMRF/Masonry, R =4.5
Light bearing , = 5.5 (wood)
Cantilevered C. = 2.2
Seismic Shear, V = (3.0 Ca*I/R)W
_ (3.Ox0:44xl.1/R) W
V shear walls = 0.264W (for wood)
V cantilevered cols ="0.720 W(for TS Cols)
V masonry walls = 0.352 W (for Masonry)
Load divisor = 1.4
ASD Design V = (0.264/1.4) W = 0.19W "(Wood)
ASD Design V (0.352/1.4) W = 0.25W(for Masonry)
ASD Design V = (0.720/1.4) W = 0.51W(for TS Columns)
.Z
Ce Lateral Loads -- VXRD
Wind Speed = 80 mph
Basic Wind Pressuz 16.4 psf
Exposure = C
Factor, Ce = 1.13
Factor, Cq = 1.3
Factor, I = 1
Effective Wind Pressure gxCgxCexI = 16.4xl.13xl.3xl.0
24.09, say 24.0 psf
De Code: 2001 CALIF BUXLDXNG CODE (1997 OBC CODE PARAMTERS)
Eo Soils Parameters Provided by:
Not Available
q (allowable) 1000 psf
Fe material Parameters
Steel
Structural Steel Shapes/P:ASTM A36
Structural Tubes ASTM A-500, Grade B
Structural Pipes ASTM A-53, Grade B
0o Concrete
Normal Weight f'c (28days) 2500 psi
Masonry f'm 1500 psi
K. Lumber
Lumber Douglas Fir Larch # 1
X. BOLTS
Typical
High Strength
J. WELD%NG
Typical
ASTM A-307
ASTM A-325 only when noted
E-70XX electrodes
3
SECTION 2 -- GRAVITY LOAD ANALYSIS
BEAM TAG INFORMATION IS SHOWN ON THE FRAMING PLAN PROVIDED
•WITH PACKAGE
Concorde Consulting Group, Inc.
3505 Camino Del Rio South, #350 San Diego, CA 92108
Legacy Home Guest House
RB -1 Date: 1/22/06 BeamChek 2.2
Choice 4x 6 DF -L #1 BASE Fb = 1000 ADJ Fb = 1625
Conditions '91 NDS
Min Bearing Area R1= 1.1 inz R2= 1.1 inz DL Defl<0.01 in.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustmerits
Loads
Beam Span
3.0 ft
Reaction 1
697 # Reaction 1 LL 345 #
Beam Wt per ft
4.68 #
Reaction 2
697 # Reaction 2 LL 345 #
Beam Weight
14 #
Maximum V
697 #
Max Moment
523'#
Max V (Reduced)
484 #
TL Max Defl
L / 240
TL Actual Defl
L/>1000
LL Max Defl
L / 360
LL Actual Defl
L />l 000
Section (in3)
Shear (in2)
TL Defl in
LL Defl
17.65
19.25
0.01 _
<0.01
3.86
6.11
0.15
0.10
OK
OK
OK
OK
22%
32%
7%
5%
BeamChek has automatically added the beam self -weight into the calculations.
Uniform TL: 460 =A Uniform LL: 230
Uniform Load A
0 Q
R1 = 697 R2 = 697
SPAN = 3 FT
Uniform and partial uniform loads are lbs per lineal ft.
Fb (psi)
Fv (psi) E (psi x mil) Fc -L (psi)
Base Values
1000
95 1.7 625
Base Adjusted
1625
119 1.7 625
CF Size Factor .
1.300
Cd Duration
1.25
1.25
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self -weight into the calculations.
Uniform TL: 460 =A Uniform LL: 230
Uniform Load A
0 Q
R1 = 697 R2 = 697
SPAN = 3 FT
Uniform and partial uniform loads are lbs per lineal ft.
,Concorde Consulting Group, Inc.
3505 Camino Del Rio South, #350 San Diego, CA 92108
Legacy Home Guest House
RB -2 Date: 1/22/06 BeamChek 2.2
Choice 4x 8 DF -L #1 BASE Fb = 1000 ADJ Fb = 1625
Conditions '91 NDS
Min Bearing Area R1= 1.9 int R2= 1.9 int DL DO 0.03 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
s
Beam Span
6.0 ft
Reaction 1
1218 # Reaction 1 LL 600 #
Beam Wt per ft
6.17 #
Reaction 2
1218 # Reaction 2 LL 600 #
Bbam Weight
37 #
Maximum V
.1218 #
Max Moment
1828'#
Max V (Reduced)
973 #
TL Max Defl
L/240
TL Actual Defl -
L/>1000
LL Max DO
L/360
LL Actual Defl
L / >1000
Section (in3)
Shear int
TL Defl in
LL Def I'
30.66
25.38
0.06
0.03
13.50
12.29
0.30
0.20
OK
OK
OK
OK
44%
48%
21%
15%
BeamChek has automatically added the beam self -weight into the calculations.
Uniform TL: 400 =A Uniform LL: 200
Uniform Load A
0 0
R1=1218 R2=1218
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
I
Fb (psi)
Fv (psi) E (psi x mil) Fc -L (psi)
Base Values
1000
95 1.7 625
Base Adjusted
1625
119 1.7 625
CF Size Factor
1.300
Cd Duration -
1.25
1.25
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self -weight into the calculations.
Uniform TL: 400 =A Uniform LL: 200
Uniform Load A
0 0
R1=1218 R2=1218
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
I
SECTION 3 -- LATERAL LOAD ANALYSIS (SEISMIC)
ATERAL ANALYSIS
-%x7TNTn
Wind Speed = 80 mph
Basic Wind Pressure: 16.4 psf
Exposure = C
Factor, Ce = 1.13
Factor, Cq = 1.3
Factor, I =1
Effective Wind Pressure gxCgxCexI = 16.4x1.13x1.3x1.0
= 24.09
use 24.0 psf
SEISMIC (Note: Eh = V per calc's)
Eh = (2.5 Ca/1.4 R)(WDL) = 0.19 WDL
'Divided by- 1.4 for Strength to A.S.D.
Where: ZONE R CA N SEISMIC SOURCE: B
4 5.5 0.44 1.00 1 SOIL TYPE: So
1 STORY
Vs= (RoofD.L.+ WallD.L )X 0.19
Vs= 5.7 p.s.L
SUMMARY OF LATERAL DESIGN UTILIZES THE FOLLOWING FORMULAS
Eh = 1/2(Abase)(Adepth)(VS)
5 = E/T.L.
Overturning X'P.H.
WIND GOVERNING LENGTHS L = (VW xH ;b) / Eh
1 Story Hh;b =13 VW X Hh;b = 312 L=33.5 ft.
ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (i.e. Wind or Seismic).
DESIGN ACCORDINGLY. s
war
SUMMARY OF LATERAL DESIGN FOR EQ/WIND LOADS
Grid
Abase
A depth
V eq (psq ,
`7
wind (psf)
Effective
Plate Ht (f)
EQ Load
(lbs)
Wind Load
(lbs)
Governing
Lateral
Load (Ibs)
Shear Wall
Length (f)
Total Wall
Length (ft)
Unit Shear
V
l s)
Gross Uplift in
Lbs
ype o
Shear
Wall
Holdowns
First Floor
A.
12
12
5.7
24
10
410
720
720
7
7
103
1029
0
N/A
B
36
20.5
-5.7
24
10
2103
2160
2160
5+5
10
216.
2160
1
HD2A
C
24
20.5
5.7
24
10
1402
1440
1440
5.5
5.5
262
2618
2
HD2A
D
21.5
21.5
5.7
24
10
1317
1290
1317
5
5
263
2635
2
HD2A
1
20.5
36
5.7
24
10
2103
1230
2103 1
4.5+14.5
19
111
1107
0
N/A
2
20.5
36
5.7
24
10
2103 1
1230 1
2103 112+5+6.51
23.5
90 1
895 1
0 1
N/A
ME
Redundancy Calculations
Grid
Width Length
Area
Vi
ri
A
12 12
72
410
4.3
sq rt area
B
36 20.5
369
2103
22.3
22.3 40.69552
C
24 20.5
246
1402
14.9
0.222807
D
21.5 21.5
231
1317
14.0
rounded a=2-[20/riMAX (sqrt area)]
1
20.5 36
369
2103
22.3
0.22 40.7 -0.2336386
2
20.5 36
369
2103
22.3
1656 '
9440
"
SECTION 4 -- CONNECTIONS
ALL WOOD CONNECTORS SHALL BE SIMPSON OR APPROVED EQUAL
ALL ANCHOR BOLTS, HOLDDOWNS AND DOWELS SHALL BE IN PLACE AND
.INSPECTED ACCORDING TO LOCAL BUILDING REGULATIONS
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR TRUSS COMPONENTS AND
STEEL MEMBERS