0008-392 (SOTB)LICENSED CONTRACTOR DECLARATION
11, U). I hereby affirm under penalty of perjury that I am licensed under provisions of
i� �ter 9 (corlrimercing with Section 7000) of Division 3 of the Business and
•cy U) Professionals Code, and my License is in full force and effect.
W
C) =) CY) License# Lic. Class, Exp. Date
r,:;, Cy LO
W
59 56� oml 1 /2(
Z r Contractor
Date Signature of Cc
C:) 0
(0 .
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r— P C:) OWNER -BUILDER DECLARATION
L) CID
:WF- W rl- I hereby aff irm under penalty of perjury that I am exempt from the Contractor's
a- , - . T
U) License Law for the following reason:
Z 1, as owner of the property, or my.9mployees with wages as -their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & ' Professionals Code).
I(, ) 1, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Pr6fessionals
Code).
co O I am exempt under Section B&P.C. for this reason
LO
e\f Date Signature of Owner
< WORKER'S COMPENSATION DECLARATION
moo.2 'Z A
Cc I hereby affirm under penalty of perjury one of the following declaratio6s:
u) < 'e workers'
0 1 have and will maintain a certificate of b6nsent to self - insure for work
X . W L—L compensation, as provided for by Section 3700 of the Labor Code, for the
0_J, _J< . - performance of the work for which this permit is issued.-
_J
.
< I have and will maintain workers' compensation insurance, as required by
b 01 Section 3700 of the Labor Code, for the performance,of the work for which this
L LO " workers' comp6nsation insurance carrier & policy, no. are:
0) permit is issued. My ..
Z Carrier FRMONT COMP INS F Policy No , 7
cb Z) SM-1 19900441 9*
()
..< (This section need not be completed if the permit. valuation is for $100.00 or less).
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I certify that in the performance'of the work for which this permit is, issued;
I shall not .employ any person o becomesubjectto the
in. any manner so as t
Workers' compensation laws of California, and agree that if I should become
subject to the.workers' compensation provigions.of!Sedilon 3700 of the Labor
A - provisions " U Code, I shall forthwj1h comply with thoseprdyisionN
Date: 1 .0.
ItApplicant 1 k*"
Warnirig: Failu"'re to secure Workers' Compens�atiow.coverage is unlawful and
shall.subject-ali employer to criminal penalties,and I civil fines'up to 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.,
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions And; restrictions -,set forth on his
application.
1. Each person upon whose behalf this application is made & each perso n at
whose request and for whose benefit work is performed under or pursuant to
any permit issued sued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless ' the City of*La Quinta, its officers, agents and employees.
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 hav , 6 read this application and state that the above information is
• correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby ereby authorize,, representatives of this City to enter upon
the above -mentioned property-foViinspept ion purposes.
Signature (Owner/Agent) Date
BUILDING PERMIT PERMIT#
DATE VALUATION LOT, 0008-392. TRACT
$2,500DO 266 .26152
JOB SITE
APN
ADDRESS 47-670 VLi MONTANA
OWNER
CONTRACTOR / DESIGNER ENGINEER
CAMADAY A COWANY
CA39ADAY COMPANY
17480XIMIST.0106
11480B. 11TIVIST.M06
CA 92780
TUSTM CA 92780
(714)508-4440 CBUt 44M
USE OF PERMIT
OFNnAL BTJUDING
BOAT DOCK cl STAIRS
VALUATION LZ
'USITMNI" COST OF CONIIW�MCUCTTON
PEWTV FEE SUMMARY
CONSTMICTION FEE 101-000-418.000
SUP.-WYAL COMMUC009 AW PLAR CHWIK
04.00
IMS FIRR-PAMFEW
$0,00
PKRMU F778 DUE NOW
1Z
RECEIPT
DATE
I .
BY.
I . tlyOf
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR
BUILDING APPROVALS MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
OX to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
BLOCKWALL APPROVALS
Set Backs
Footings
Bond Beam
Final
Steel
Electric Bond
Mafia-99in
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Q0l9gIP-tm
PLUMBING/AAPPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
I Encansulation
Final
COMMENTS:
Final
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Low Vottage Wirii
Fixtures
Main Service
Sub Panels
Exterior Receptac
G.F.I.
Smoke Detectors
Temp. Use of Po,
Final
L��
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LLJ >1
L-37.72!
LL-
N 638*52" E 44.36'
co
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lit
BLOCK;
WALL'
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BA
-5
62'
BLOCK
WALL
Men
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"SOUTH SHORE +ON .LAKE LA QUINTA / Caned' & �Coiripany-
La Quinta, F } . "• ' r _ ' '.
BOAT (DOCKS . -- - c; '.' , ~... - ,•v Cr Y r .. ` , r .. _
DATA : •
2ft 1 , L: L: = 65: psf
t_ water=: surface
aJN
-fc = 500:psi `
:•, _
40 PSI, •F ` - .� Y- 000.
r.1.5�ftf ... l fj4lft`,;, • 2.5 ftt
IL
W (1) = 2'* 1150: pcf) = 300.-,nf D.L. "only
' W (2) = .625 * (' 150: pcf) 93.8 plf :� , D. L. only,-."
` < - W (3) = .625 * (150: pcf. )` + 65 = 158.8 plf - D L + L.
r _ a
f.• t , W 3`
W 2 .. ,
. Overturning M = ( 158.8 )_(2.5)**2 / 2 496. ft Ibs -
- Resisting, M,'= ,( 300. •Ibs * 1.5 ft * 4:75). + ( 93:8,* 4**2) [2 = 2888. ft-Ibs
hence, R. M. > 07. M.'.
• _ may_ A. t A
Safety 'Factor = 2888. ft-lbs / 496: ft Ibs 5 82 r a R
Moment', at" end of concrete • slab`= (158.8 Ibs)(2.5*2.5)/2 496. ft-Ibs :.
Min. Area of steel 'required .= 0:005 b t = 0;45 sq,in- dot ;
USE ' #5at 8" o.c. `eacFi way.'(
, '0 in.,/foot
. 465 sq.)-
y . maintain, 2'/" clearance'
'_;_;° ♦ x
fNZ water surface
O h + $$/Lr-
W
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w
4
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• 1.5jftl ' 4fftrjr ` 2.5 ftx"
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Job #
Description
E S I/ F M E, •Is ,ec
a.
Sheet
y
oncre a ec angu ar ee ream Design
General Information
Description . CANTILEVER BEAM DESIGN JOB# 8436-0
SOUTH SHORE ON LAKE LA QUINTA
Span 2.50 ft
fe 2,500 psi
Depth 7.500 in
Fy 40,000 psi
Width 8'.000 in
Concrete Wt. 150.0 pcf
Flange @ One Side
Seismic Zone 4
Flange Thickness 0.000 in
End Fixity : Fixed -Free
Web Spacing 0.000 ft
LL acts with ST
Beam Weight Added Intema
Reinforcing
Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam...
Count Size 'd' from Top
Count Size 'd' from Top Count
Size 'd' from Top
#1 1 5 2.50in #1'
1 5 2.50 in #1 1
5 2.50 in
#2 in #2
in #2
in
#3 in #3
in #3
in
#4 in #4
in #4
in
Uniform Loads "
r
Dead Load Live Load
Short Term Start End
#1 0.095 k 0.065 k
k
ft 2.500 ft
#2 k k..
k
ft ft
#3 k. k.
.
k
ft ft
•
<. •
Summary
r
Beam Design OK,
Span = 2.50ft, Width= 8.00ln Depth = 7.50in
Maximum Moment: Mu -1.03 k-ft
Allowable Moment: Mn/phi 4.31 k-ft
Maximum Deflection
-0.0023 in
Maximum Shear: Vu 0.69 k,
Max Reaction @ Left
0.56 k
Allowable Shear: Vn/phi 1.70 k
Max Reaction @ Right
0.00 k
Shear Stirrups...
Stirrup Area @ Sectio - 0.220 in2
:
Region 0.000 0.417
0.833 1.250 - 1.667
2.083 2.500 ft
Min. Spacing .. 999.000 999.000
999.000 999.000 999.000 999.000
999.000 in
Max Vu . 0.690 0.690
0.557 0.281 0.276
0.138 0.138 k
Bending & Shear Force Summary -
Bending.... Mn'Phi.
Mu, Eq. 9-1 Mu, Eq. 9-2
Mu, Eq. 9-0
@ Center .1.98 k-ft
0.00 k-ft 0.00 k-ft
0.00 k-ft
@ Left End 4.31 k-ft
-1.03 k-ft -0.97 k-ft
-0.44 k-ft
@ Right End 4.31 k-ft
0.00 k-ft 0.00 k-ft _
0.00 k-ft
Shear... Vn"Phi
Vu, Eq. 9-1 ,..Vu, Eq. 9-2
-Vu, Eq. 9�3
@ Left End . 1.70 k
0.69 k 0.65 k `
0.30 k
@ Right En 1.70 k
0.14 k 0.13 k
0.06 k
a
1
(c) 1983-97 ENERCALC
a:lcantbeam.ecw
KW-06077, V5.0.2, 1-Jun-1997
i9
Title:
Job #
LI
Description
aqe.
E S I/ F M E I Isalp
Sheet.3 .
r rIA
oncrete ec angu ar ee eam Design
i
Section Analysis
Evaluate Moment Capacity... Center Left End Right End
X : Neutral Axis 0.86 in 0.86 in 0.86 in
a = beta ' Xneutral 0.73 in 0.73 in 0.73 in
Compression in Concrete 12.39 k 12.39 k 12.39 k
Sum (Steel comp. forces] 0.00 k 0.00 k 0.00 k
Tension in Reinforcing -12.40 k -12.40 k -12.40 k
Find Max As for Ductile Failure...
X-Balanced . 1.71 in 3.43 in 3.4252 in
Xmax = Xbal ' 0.75 - 1.28 in 2.57 in 2.5689 in
a -max = beta ' Xbal 1.46 in 2.91 in 2.9114 in
Compression in Concrete 18.56 k 37.12 k 37.12 k _
Sum (Steel Comp Forces] 0.00 k 0.00 k 0.00 k
Total Compressive Force 18.56 k 37.12 k 37.12 k
AS Max = Tot Force / Fy 0.46 in2 0.93 in2 0.9280 in2
Additional Deflection Calcs
Neutral Axis 1.065 in Mcr 2.34 k-ft
[gross 281.25 in4, Ms:Max DL + LL 0.49 k-ft
Icracked 47.37 in4 R.1 = (Ms:DL+LL)/Mcr 4.762
Elastic Modulus 2,850.0 ksi Ms:Max DL+LL+ST 0.70 k-ft
Fr = 7.5 • fc^.5 375.000 psi = R2 = (Ms:DL+LL+ST)/Mcr 3.371
Z:Cracking ' 140.353 ksi I:eff... Ms(DL+LQ 281.250 in4
Eff. Flange Width - 8.00 in 1:eff... Ms(DL+LL+ST) 281.250 in4
Deflection
Deflections... Upward Downward
DL + (Bm Wt]] 0.0000 in at . 0.0000 ft .-0.0017 in at. 2.5000 ft
DL + LL + (Bm Wt]] 0.0000 in at 0.0000 ft -0.0023 in at 2.5000 ft
DL + LL + ST + (Bm Wt]] - 0.0000 in at 0.0000 ft-0.0623 in at 2.5000 ft
Reactions.... 5 Left 5 Right
DL + (Bm Wt]] 0.394 k 0.000 k
DL + LL + (Bm Wt]] 0.556 k 0.000 k
DL + LL + ST + (Bm Wt]] - 0.'556 k ', 0.000 k
ACI Factors (per ACI, applied internally to entered loads)
ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400
ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor, '' 0.900 UBC 1921.2.7 "0.9" Factor 0.900
ACI 9-1 & 9-2 ST 1.700- ACI 9-3 Short Term Factor ,.: 1.300
f
....seismic = ST " : 1.100
(c) 1983-97 ENERCALC a:\cantbeam.ecw KW-06077. V5.0.2, 1-Jun-1997
17
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