0106-330 (SFD)P. -i
N U)
W
Ouch
d U.)
' W
P_ ZP_
O o
H �
F-a�
U)
Z
ul
N
ON
U rn
C:) 2 Z
,�cc
O
0 J J
m<3
O
fi a�
I Z
C)
Q
J
LICENSED CONTRACTOR DECLARATION
tiiereby 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
Profe,hlonals Code, and my License is in full force and effect.
-� License # Lic. Class Exp. Date
s
e{341N
D�aeLJ='@:� Signature of Contractor, S 1l
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, 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 & Professionals Code).
(' ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section , B&P.C. for this reason
Date Signature of Owner
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.
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 & policy no. are:
Carrier Policy No.
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) 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 workers' compensation provisions of Section 3700 of the Labor
Code, I shall forthwith comply with those provisions. —
Pate: rte, ire Applicant" r'"1 �4�
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $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 person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued 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 have 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 authorize representatives of this City to enter upon
th6 above-mentioned property for inspection purposes.
Signature (Owner/Agent)! f f'i i A-` d 4 4T,1 Date..4 1:21
- �—
BUILDING PERMIT• .. PERMIT#
DATE VALUATION LOT TRACT
2A 197-1
JOB SITE
APN
ADDRESS
:
OWNER
CONTRACTOR /DESIGNER / EN INEER
CYN TEM MCy13,i'-1 L ICONMM` ES,
('.1`1MPly C-PlowkV L C'.OMMUN1111170
1535 Sv. wD" arrA1p.:.'T, 919. #400
1535 W. W.9 ME= W..R A200
UN: s:�£f�.'ITARDWO CA 92408
S 1v itiE WAR MTO CA
y92408 t y/
USE OF PERMIT
MOLE FAWLYDW1-a2.NG
SFV - 3.DT $ PLAN 033 - PERMIT I'MS' NOT i14CL,UD-B BLOCK. WAYA,,
Ab001. OR MNWAY APP ROACH. 4.
TRACT CONSTRUCTION X215.00 OF
PORCIOPATIO 24.06 SP
UAR.fat`fl CARTORT 625,00131?
Pymmurp.-RE g'CJmmuzy
C ONSTRUCrTION erY R, AOI -000-418.000 rftot)
PLAW CH.Ff;119 FRE 101-000-439-318 $620.46
MEC:HaII(:Aiu PER 101.000-421=000 0601411
1> LECTIUC:.AL M 101 .-M, 0-4,20-000 $13-3.53
t?'LUMB'DIO rP ` l 301-000-419-000 $124.00
sM allo 1t<OTIOM M. MIT) 101-000-241-000 $13.29
OR. DIHO FEW 101 -WO-42.3-000 $20.00
Ia1'!�'FJEL OPMR IMPACT FEW,
SUB -MA .
$3,638.2.v,
LEM PPW-r-AID FUNS
"T met; VVE.How
$110.00
J U N 2 5 2001
rPY
IIECILPT_1,114D
NSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs�✓3��
Forms & Footings
Slab Grade
Steel
Roof Deck
O.K. to Wrap
Framing -^
Insulation
L��/
_�
�- D
/
'!f 6
r� ��
Underground Ducts
Ducts
Return Air
Combustion Air
Exhaust Fans
F.A.U.
Compressor
Vents
_
-
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
"
PartyWall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath pp D
CJ �-�.
Drywall - Int. Lath .0 [fie,
_
Final �3
BLOCKWALL APPROV LS
Final
POOLS - SPAS
Steel
Set Backs
Electric Bond
Footings
Main Drain
i
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
_
Gas Piping
PLUMBING .APPROVALS
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
Encapsulation
Gas Piping
Gas Test
Appliances I
Final
COMMENTS:
"
-
Final—
Utility Notice (Gas) �/
ELECTRICAL. APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
_
Smoke Detectors
Temp. Use of Power
���///
Final
Utility Notice (Perm)
Installation Certificate: Residential CF -6R
Site Address
79-783 Dandilion Court
1. BUILDER INFORMATION
Century Homes
1535 South D St:.#200
San Bernardino, CA 92408
INSTALLING CONTRACTOR:
2. PROJECT INFORMATION
DISTRIBUTION
TYPE
Flexible Ductwork
in.Attic and
Between Floors
DUCT OR PIPING R
VALUE
Flexible Ductwork
Will have a R -Value
of 4.2 or Better
PERMIT '#
SUBDIVISION: Heritage
CITY: La Quinta
COUNTY Riverside
WEST PAC AIR CONDITIONING
I, the undersigned, verify that the equipment listed in the category above.my signature is the actual equipment
installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In
addition, Ihave verified that the equipment is equivalent to or more efficient than the equipment specified on the
Certificate of Compliance submitted to demonstrate compliance with.the Energy Efficiency Standards for
residential buildings.
3. HEATINGINFORMATION
HEATING MANUFACT
HEATING UNIT
ACTUAL EFF.
HEATING EQUIP
HEATING
EQUIP. MAKE
MODEL. #
AFUE
CAPACITY
LOAD
Furnace Lennox
G40UH48B-090X
80%
88000
G40UH-36A-070X
80%
66000
4. COOLING INFORMATION
COOLING MANUFACT
COMPRESSOR
ACTUAL EFF.
COOLING EQUIP
COOLING
EQUIP. MAKE
MODEL #
SEER
CAPACITY
LOAD
A/C Lennox
12ACB36 12
12ACB30 10
The building design heat loss,and.design heat gain rate have been determined using a,method specified in Section
150(h) of the Energy Efficiency Standards, and are two of the criteria used for equipment sizing and selection.
5. SUBMITTED BY Q�
0�TJ1�1.11XL...'
Signature Installing HVAC Contractor
DATE:
ESI/FME, Inc.
Structural Engineers Date: July 2, 2001 By: R.R.W.
1800 East 16th Street
Santa Ana, Califomia 92701
Company: CENTURY HOMES Project Name: MONTICELLO
Address : 1535 South "D" Street "Heritage"
San Bernardino, CA 92408 ES 11 F M E Job No.:'1000-24,08-2
Contact: Burt cell (909)772-4621 Project_ Eng.: R.R.W.
Phone (760) 200-1533 FAX: (760) 200-4484 PH.: (714) 835.2800 /fax 835-2819
Phone Conversation Feld Meefg Meerg Q Clients In -House Meeting
MEETING OF ..JULY 31 st � with . Framing Foreman. Jimmy:
MODEL PLAN 3R I Lot 8
Living _ Room: At front wall ADD (2) HTT22 for missing HPA's .
At detail.; 25/SD3 at front wall (shear abv. and blw. window).
ENTRY:..ADD -hangers. as per.. manufacturer. at Girder -to -Girder connection.
Also ADD detail 19/SD2 at each side.
Garage: ADD (2) 2x4 trimmers to support.Girder Trusses over Garage.
MODEL PLAN 4C / Lot 9
Nook. At rear wall ADD SW11 at both walls with 25/SD3 .
Garage:. At rear. wall; ADD (4) 2x4 braces in -lieu detail 17/SD2 .
Optional Exercise Room: At rear wall. ADD detail 8/SD2 over SW -10.
At. front wall ADD;,:ply .u0der wi%idow... .
&VON,.
y No. m
Exp. 1 . 1.01 Z
UG 0 6 2001
COMPLETION . OF THE ABOVE ITEMS WILL BRING STRUCTURES INTO COMP
WITH THE APPROVED SET OF CONSTRUCTION DOCUMENTS.
i1A�91�l�
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF /2 1- 8
BOTTOM CHORDS:
2x 4 OF 02 1- 8
WEBS:
2x 4 OF STD/STUD 1-15
TC LATERAL SUPPORT <- 12"OC. UON.
BC LATERAL SUPPORT <- 12"OC. UON.
TRUSS SPAN 38'- 6.0"
LOAD DURATION INCREASE - 1.25
SPACED 24.0" O.C.
LOADING
LLI 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
OL ON BOTTOM CHORD - 5.0 PSF
TOTAL LOAD - 35.0 PSF
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
r
(2)C -1.5x2.6 or equal at uprights
Field repair for broken web #8. Attach DF#2, 2x4
add-on to one face with 16d nails at 2'( o.c.
14-09-06 23-08-10
12 C -4x4.3 X4.00
4.00 L--4 �' F
C -3x4.3 C -2.5x4.3 r.-5yfi ISI
C -2.5x4.3
C -3x4.3/
rru
C -3x4.3
DF#2, 2x4 add-on
02.00
12
2.00 r= -
12
o12
ANSI/TPI SINGLE MEMBER FORCES 4WRGD
T 1- -160 B 1- 13 W 1- -226 W10- 973
1 2- 21!) B 2- 144 W 2- 141 W11- -1003
T 3- -260 B 3- -121 W 3- -23 W12- -750
T 4- -264 8 4- 264 W 4- -348 W13- 253
T 5- -307 B 5- -553 W 5- -708 W14- -779
T 6- 848 8 6- -44 W 6- 398 W15- 77
T 7- 36 8 7- 7133 W 7- -132
T 8- -845 8 8- 798 W 8- -91
W 9- -311
LEFT - 243 RIGHT - 2135
INT. - 944 @ 9'- 3.5"
INT. is 1222 @ 26'- 2.5'
BEARING AREA REQUIRED (SO. IN)
JOINT 10 0.39 OF / 0.50 HE / 0.57 SPF
JOINT 12 1.51 OF / 2.33 HF / 2.22 SPF
JOINT 15 1.96 OF / 3.02 HF / 2.88 SPF
JOINT 9 0.46 OF / 0.70 HF / 0.67 SPF
MAX
LL
DEFL -
-0.002"
@ 7'-
8.9'
L/360 -
0.300'
MAX
TL
DEFL -
-0.005"
@ 7'-
8.9'
L/240 -
0.450'
MAX
LL
DEFL -
-0.009"
@ 23'-
4.7'
L/360 -
0.544'
MAX
TL
DEFL -
-0.020
@ 23'-
4.7'
L/240 -
0.817'
MAX
LL
DEFL -
-0.030"
@ 36'-
6.0'
L/360 -
0.400'
MAX
TL
DEFL -
-0.065"
@ 36'-
6.0"
L/240 -
0.600'
MAX
HORIZ. LL
DEFL -
0.003' @
18
'C-, coo I.C.B.O. R.R. 4211.
11. The Computrvs Net Section Plate is indicated by the prefix "CN', the
designator 118) indicates 10 ga, material is used. All others are 20 ga.
MAX
HORIZ. TL
DEFL -
0.006' @
18
COND.
2: 7068.00 LBS
DRAG LOAD.
SHEARWALL
0.00 to 38.50
NOTE:
TRUSS
DESIGN
ASSUMES UNIFORM
SHEAR
TRANSFER
�ROFESS/q�,_
`Ho. 29017
EXP. 3131103
PROVIDE FULL BEARING.@
� n -w -v0 s�lgL • �d'rR-483780
"
�v1F���
R F
G .LOT 838-06-00
WARNNG$:
General Note., unless otherwise noted:
1. R- wia-ord".I«andWandng.►.f•»oenotruotbnelw.«s.
1. Design to support load@ as shown. .sign conforms to UBC -97 AnVer:6.3.2(1L)-F
bottom be laterally
6
t. e.nd...nd ...even mmrpw Shedd W .dN.•d •f r o.rw.l Not« and
2. Design assumes the top and chords to braced apes
2'•0 o.e. and at 12'•0" o.e. respectively.
Warnings b•ten mnstruolbn mmm-rco..
3. 1.3 compression -d braeing must W InaJMd where she" ..
a. 1111 Mtanl loan •�-•^t• such -s Nnbosvy and e b.dnp,
3. 2x4 Impact bridging or lateral bracing required where shown + +
4• Installation of truss is the respon sibilly of the respective contractor.
2/2001
radstln0 p�mm.nt
S. Design assumes trusses are to be used in a noncorrosive environment,
'dry
nwrt e• designed and aldW b d« f m sta .pwirsi
pned Oe• y lgner. mpl
LCrepsam, assurnea M ra.pon•bl/ty for such braefing.
6. N. lead should be .ppl d to any eenv... rH unto .Nes a1 bradng and
and are for condition' of use.
6. Uasign assumes full bearing at all supports shown. Shim or wedge If
necessary.
ComQuTrus Inc.
�
fa"= we esmpl.to, and at no time .houtd any load* gr«tar than dosign
7. Oesign assumes adequate drainage is provided.
loads M apples to any component
Its
8. Plates shall be located on both faces of truss, and placed so their center
lines coincide with joint center Innes,
ae41:o�:V_.No M6NIE-S Co..",(....'free
SEG.: 445876
d. Co 1u. M control .ver and es.umr ne r« BIW for the
^� pe"' y
9. Digits indicate size of plate in inches,
. .
Iabdoatlon, "umnp..hip.wn ane h -tan don el corrrpon.nto.
10. For basic design values of the Computrus Plate, indicated by the prefix
0 LA 08/17/01
7. TN. design I. turns h d s�act to th. Imhstl.- on I— designs .es Iesth
by the Trust Phil. Instltvto In'Bredrg Wood Trusses. NIB -01', a copy of
aiNrA r.10 be Mnfsh•d by Cempwu. open request.
'C-, coo I.C.B.O. R.R. 4211.
11. The Computrvs Net Section Plate is indicated by the prefix "CN', the
designator 118) indicates 10 ga, material is used. All others are 20 ga.
' _ESI/FME, Inc.
Structural Engineers Date July 2, 2001 :By: R.R.W.
1800 East 16th Street
Santa Ana, Caiifomia 92701
Company: CENTURY HOMES Project Name: MONTICELLO
Address: 1535 South "D" Street "Heritage"
San Bernardino, CA .92408 E S I / F M E Job No.: 1000-2408-2
Contact: Burt Cell (909)772-4621 Project Eng.: R.R.W.
Phone: (760) 200-1533 FAX: (760) 200-4484 PH.: (714):835-2800 /Fax 835-2819.
Phone Conversation ® Feld Meet'g a MeeYg QClient's In -House Meeting
MEETING.. OF JULY 31st. with Framing.: Foreman Jimmy
MODEL PLAN 3131 Lot 8
Living Room: At front wall ADD (2) HTT22 for missing HPA's .
At detail 25/SD3 at front wall (shear abv. and biw. window)
ENTRY: ADD- hangers as per. manufacturer at Girder -.to -Girder. connection.
Also ADD detail 19/SM of each side.
Garage: ADD (2) 2x4 trimmers to support .Girder Trusses. over Garage.
IEIIODEL PLAN 4C / Lot. 9
Nook: At rear wall ADD SW11 at both walls with 25/SD3 .
Garage: At rear: wall, ADD (4) 2x4 braces in' -lieu detail 1.7/SD2 .
Optional Exercise Room: At rear wall ADD detail 8/SD2 over SW 10. .
At front wall ADD ply under window.,
AUG C
COMPLETION OF THE ABOVE ITEMS WILL BRING STRUCTURES INTO
WITH THE APPROVED SET OF CONSTRUCTION DOCUMENTS.
6 2001
I�
- Certificate of Occupancy
OF�w Building & Safety Department
This Certificate is issued pursuant to the requirements of Section 109 of the California Building
Code, certifying that, at the time of issuance, this structure -was in compliance with the
provisions of the Building Code and the various ordinances of the City regulating building
construction and/or use.
BUILDING ADDRESS: 79-783 DANDELION DRIVE
Use classification: SINGLE FAMILY DWELLING Building Permit No.: 0106-330
Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL
Owner of Building: CENTURY CROWELL COMMUNITIES Address: 1535 SO. D STREET #200
' City, ST, ZIP: SAN BERNARDINO, CA 92408
By: BILL GORDON
Date: 09-03-2003
Building Official
POST IN A CONSPICUOUS PLACE
Wo