13087 (SFD)Building
Address 53--180 Villa
Owner
Synercon Development Corp.
Mailing
Address 74-944 Hwy Ill
P.O. BOX 1504
78-105 CALLE ESTADO
LA QUINTA,.CALIFORNIA 92253
�• 1
City Zip Tel.
indi n Wells, CA 92210 564--6929
Contractor.
Same
Address
City lZip I Tel.
State Lic. , 655280 (City 2429
& Classif. Lic. #
Designer
Address Tel.
City Zip State
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I ;hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and/my license is in full force and
effect
SIGNATURE • DATE
OWNER -BUILDER DECLARATION
.1 hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
• permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he 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).
❑ 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, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such 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 did not build or improve for the purpose of sale.)
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con•
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec. B. 8 P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereb iaffirm,thaI I have a certificate of consent to self -insure, or a certificate of
Worker's mpensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Ccde.)
Policy o. company
Copy is filed with the city. 0 Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($10G) valuation
or less.) .
I certify that in the performance of thg work for which this permit is issued, 1 shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you mus,' forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
Ihereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
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 ordinances and state laws relating to building
construction, and hereby authorize representatives -of this city to enter the above-.
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip— 11
No. 13087
BUILDING: TYPE CONST. OCC: GRP.
A.P. Number 774-064-00 008
Legal Description Lot 16 Block 245
Project Description SFD
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validati
Sq. Ft. 1375
Size
No.
Stories
No. Dw.
Units
New [K Add ❑
Alter ❑ Repair ❑ Demolition ❑
Permit does
not include
blockwalls or
pool.
Estimated Valuation
$81,225.00
PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
480.84
Const.
-
558.50
Mech.
/.!
) 62.00
Electrical
i '/
.` 120.€13
Plumbing
144.00
.S.M.I.
.-
8.2.0
Grading
_
i
20.00
Driveway Enc.
Iofraa
(
••��•
1, 793.80'
rstructturre
iec i se
an
25.00
TOTAL
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validati
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES. -
1ST FL. SD. FT. ® $
UNITS
\
n r
BONDING
s
YARD SPKLR SYSTEM
2ND FL. SQ. FT.
FORMS .\� 2
SEWER @R--tP'MC"RtMW�.(
3ROUGH WIRING
MOBILEHOME SVC.
BAR SINK
POR. SO. FT. ®
GAS (ROUGH)
METER LOOP
GAR. SO. FT. ®
POWER OUTLET
ROOF DRAINS
GAS (FINAL)
TEMP. POLE
DRAINAGE PIPING
CAR P. SQ. FT. ®
GROUT
WATER HEATER
WALL SQ. FT.
FINAL INSP.
DRINKING FOUNTAIN.
SQ. FT. ®
WATER SYSTEM
URINAL
ESTIMATED CONSTRUCTION VALUATION $
WATER PIPING
NOTE: Not to be used as property tax valuation.
FINAL INSP.
FLOOR DRAIN
MECHANICAL FEES
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
` 3^
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRY TRAY
AIR HANDLING UNIT CFM
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEMIPERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
SO. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID ® 1+/a,c
SEWAGE DISPOSAL
SQ.FT.GAR ® 3/ac
HOUSE SEWER
FINISH GRADING
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. I SOLAR
SETBACK
GROUND PLUMBING? (—y,g
i# UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS .\� 2
SEWER @R--tP'MC"RtMW�.(
3ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF. =
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ —Plus—X$—=$
LUMBER GR.
FINAL INSP.
FRAMING — —moi 2 e
FINAL INSP.
ROOFING O1—[ �-�3 �
� � Z��j3 �
r
'
REMARKS:A49Ae
Q
` 3^
7'
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATIONISOUND LD
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES/INITIALS
GARDEN WALL FINAL
i
DESERT SANDS UNIFIED SCHOOL DISTRICT
82-879 Highway 111
NOTICE: Indio, CA 92201
Document Cannot Be Duplicated 619-775-3500
Date 6/30/93
No. 112301
Type of Permit La Quinta `
Permit #
Log
Owner Name Synercon Development Corp.
No. 53-180 Street Villa
City La Quinta Zip 92253 Study Area 111
0
APN # 774-064-008 Tract # I Lot #0 Square Footage 11375
Type of Development Single Family Residence :No. of units 0
Comments
At the present time, the Desert Sands Unified School District does not collect fees on
garages/ carports, covered patios/ walkways, residential additions unser 500 square feet,
detached accessory structures or replacement mobilehomes. It has been determined .
the above-named owner is exempt from paying school fees_ at this time due to the
following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080
in the amount of 1.65 x 1 75 or $ 2,268.75 have been paid to D.S.U.S.D. for
the property listed above and that building permits and/or Certificates of Occupancy, for
this square footage in this proposed project may now be issued.
Fees Paid By Synercon Development Corporation Telephone `564-6929: .
Name on the check T
K a; Fri t
By lames` E. Lively
Assistant Superintendent, Business Services
Fee collected /exempted by Tomi Doebereiner
Payment Received j; . k� �y
Signature(11 l/l,( p�
18
Check: No. 17
Collector. Attach a copy of county or city plan check application form to district cc•py for all waivers.
Embossed Original- Building Dept./Applicant Copy -Applicant/Receipt Copy" -Accounting
NOTE: 1X 4 LAT.BRCG 0101t O/C MkX_RE00
ON BOTTOM CHORD LWLESS OTHERWISE SHMN
KEYMARK ENGINEERING
/A SPAN 40- 0- 0 (FT. Igk.?iS. 16THS) SCALE= 0.152/1.0 I CBO DESIGN CRITERIA FOLLOWED BOULDER -COLORADO -80301
lafmAstim tbaa.a m osis shoo Itaabem prnporod ere we by as apai mced woo4 wu fahaiotoe CoearewQ pIA- ab -U b--fuwte i by }(E TAL LOCK .-War l g garage A S M A446
The dcaiptee a+daana siy Fw dso• gp ass saolt cf vmmnon infoaoabw spocifi• LINCOLN TRUSS
eutww sopp:it2 b r the dm T1te rabs:tatim asd ea mica or aw"s as well as the abilk i of time of f-bricatioa
maeidtwa.mT«pcil alarocemty.tm.�DWy
erwponubinfaha.n:scrimMabmt 284 SOUTH 8th S_.
dasiyrcCioaaaSaeoe%m&t rmawoaxdwmgmsnobs solNl>SaodTPl.7Lisdaagraswma Trusses set%andlodwihcampsiortaaationtoavoWdamar-Tcw?anrybncimgmom be BANNING, CA. 92220
eoneasr ian dards am commootdr she"'ved b> adid rmteial and teaaae dread► ape eidtat usod what esouiag awsa (sus B WT•76 for TPI rccoeaamdstions) Bracing shown an drawing
siodzadrabolhr cwamhrarodfomcwhcn.DcsiVwswwlMtsdequne.fnirm&C Lwrawbacblingnothemaabeadaignonly.lluamwind
ol►urallesdbaangasavcnU
va otporidcdtop=vwspavAoaard adaqutc srdsangc toreaiRapliftca suppotu Tluduiga budding doipp brsevq which is dint toy others. Rete tollLT 80 (Wf) fns maraawndrd truss
isfaaAinfAi&ajmasa.NO-opousiuYIundia.ganda%ctia►DoiyeWed; shouldnot twapplied uastilslieaebi and bntuvgarccomplae.
LEN FORCE
kM
LEN
FORCE 16R FORCE MOR FORCE
JT
PLATE OFFSET -44 OFFSET -L JT PLATE OFFSET -H OFFSET -L
1 2
5.54 -1918
11-12
5.54
1740 2-20 52 8-15 -2888
1 3X
6 11
3X 6
2 3
5.68 -1515
12-13
3.88
1743 2-19 -369 8-14 1057'
2S 5X
6 3 1/4 3 12
2X 4
4
4.32 -213
73-14
1_B1
1548 3-19 351 9-14 -902
3 SX
6 2 1/8 3 13
4X 4
5
4.32 1873
14-15
4.32
962 3-18 -1462 9-13 832
4 5X
6 14
5X 6
6
:.02 1874
15-16
2.29
-1401 4-18 903 10-13 -222
5S 5X
6 3 1/4 3 15
5X 6
7
2.29 2989
18-17 .2.02
-2987 4-17 =2550 10-12 33
6 5X
6 16
511 12 S 2 1/2 3 1/2
7 6
4.32 1403
17-16
4.32
214 5-17 -237
7 5X
6 17S 7x 8 3 1/4 4
S
1.81 -1036
18-19
4.32
1411 6-17 2D11
8 7X
8 2 1/8 4 18
4X 4
10
3.88 -1628
19-20
5.68
1793 6-16 -1889
9 4X
4 19
5x 6
10, 01
5.54 -1b67
20- 1
!.54
1790 7-16 -2629
IDS 5X
6 3 1/4 3 20
2X '4
21f 1
1.00 11
7-15 1649
S 18 GA 16 GA
22-11
1.00 11
f SPLICE BLOCK
2
0.80 -9
0:80 -9
Q►
!
LWBER SOLUTION
B
J
REACT oT Yli 6
CAKT
2 �T
118R FORCES ANO RX ARE FOR 1
PLY OF
OP 2X4 DFL /1
-1.H
TOP PANEL 6- 7 CSI- 0.750
1
41'2. 4.41-
NAIL TRUSSES TOGETHER AS NOTED:
T 2x4 DFL #1
1
662. 3.50-
T/C:10d COMMON NAILS 010.50
IOC
w ��. �QQijrj22 m
T Pµxs 19-20 CS1 = 0.360
B/C : t Od COMMON NA i L S 012.00
IOC
d
NMI�STR X4 iRAfKF S UD lu6EA
NO
WEB : 10d C0MMON NAILS 012.00
IOC
�C � 12.31.94
2x4 DFL 1
BLK 2X4 HF 5110
NIL ��
9rF
NOM -ST FRAI+INC PLATES
CAOrd Eno FIR
2x4-20 or oetter
S GA
F�
�F-�A`.l
BiockS 1x4-20 of better
.8
JUL 3 a
5- a- 4
22- 0- 4 28- 7- 9 34- 3-13
4
2- 0- 4 4- 3-12
3-10- 9 1- 1- s
1 t -
4- 7
1$- 8- 4 20- O 24- } 13
30-: 5- 4
40- 0- 0
b-
8- 4
4- 3-12 4- 5-12 2- 3- 9
1- 9-11
5-- 8- 3
DESIGN CRITERIA - TPI
TOP LL= 32.0 PSF
TOP OL- 28.0 PSF
2x1O flailed W�
BOT LL= 0.0 PSF
5116 - 5X6 - 5x6 1x6 -5X6 -
7x6 -
'O
Dm
3 4 5 6 7
8 4X4
16d at' 21}
. C.'
OF LOAD i NC 1. .25
p12
4.751/
9
12 staggered
5X6 \ Q4. 75 g
SPACING 12.0 IN O/C
PLATE : METAL -LOCK
5X6 /
through -out to
PLATE OUR INC= 1.25
2
t0
3xB -
4
support
3x6 -
4x8 with
3NON-DSTR LLAOS LD CSE
0
o hanger
8 V 1530.0 1
13 V 1646.0 1
t5
SECTION DIR LIVE DEAD LD CASE
o
LZN �l20
916 - 4X4 - 7X8 - 5X1295"-
5X6 - t2 ti
4X4 -
3- 8 V 112.0 98.0 1
21
2X4 I
2X4 122
TOTAL LOAD DEF 6 PANEL 19 = 0.209".
10-
22-
2- 0
O
L/OEF=999 L= 264.2 REC CYBR= 0.221"
TOTAL LOAD HDR DEF - 0.094-
1
JOY 10:A
1- t- 55-
8- 4
4- 3-12 4- 3-12 - 3-
it 9- 1
5-- 8- 3
VER:
KEY5IAART VER:
11-
4- 7.
1S- 8- 4 20- 0- 0 24- 3-13
30- 5- 4 4o- 0-o
DATE 7/30/93
5- e- 4
2- 0- 4 4- 3-12
3-10-
9 1- 1- s
5- 8- 4
22- 0- 4 28- 7-
9 34- 3-13•
NOTE: 1X 4 LAT.BRCG 0101t O/C MkX_RE00
ON BOTTOM CHORD LWLESS OTHERWISE SHMN
KEYMARK ENGINEERING
/A SPAN 40- 0- 0 (FT. Igk.?iS. 16THS) SCALE= 0.152/1.0 I CBO DESIGN CRITERIA FOLLOWED BOULDER -COLORADO -80301
lafmAstim tbaa.a m osis shoo Itaabem prnporod ere we by as apai mced woo4 wu fahaiotoe CoearewQ pIA- ab -U b--fuwte i by }(E TAL LOCK .-War l g garage A S M A446
The dcaiptee a+daana siy Fw dso• gp ass saolt cf vmmnon infoaoabw spocifi• LINCOLN TRUSS
eutww sopp:it2 b r the dm T1te rabs:tatim asd ea mica or aw"s as well as the abilk i of time of f-bricatioa
maeidtwa.mT«pcil alarocemty.tm.�DWy
erwponubinfaha.n:scrimMabmt 284 SOUTH 8th S_.
dasiyrcCioaaaSaeoe%m&t rmawoaxdwmgmsnobs solNl>SaodTPl.7Lisdaagraswma Trusses set%andlodwihcampsiortaaationtoavoWdamar-Tcw?anrybncimgmom be BANNING, CA. 92220
eoneasr ian dards am commootdr she"'ved b> adid rmteial and teaaae dread► ape eidtat usod what esouiag awsa (sus B WT•76 for TPI rccoeaamdstions) Bracing shown an drawing
siodzadrabolhr cwamhrarodfomcwhcn.DcsiVwswwlMtsdequne.fnirm&C Lwrawbacblingnothemaabeadaignonly.lluamwind
ol►urallesdbaangasavcnU
va otporidcdtop=vwspavAoaard adaqutc srdsangc toreaiRapliftca suppotu Tluduiga budding doipp brsevq which is dint toy others. Rete tollLT 80 (Wf) fns maraawndrd truss
isfaaAinfAi&ajmasa.NO-opousiuYIundia.ganda%ctia►DoiyeWed; shouldnot twapplied uastilslieaebi and bntuvgarccomplae.
• JUL 13,•'93
11:22AM BARRY A EERKUS AIA 1
I P. 1i2
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I 12.10 '
: 9.2 t I I
77
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' AND
L Ley Tf ,, : --t e...A._ wb..-.w�
DATE
�`•� - ,lel �
��.,�` ....,�. e . .,
40"0"
C/"rl (K in A 'T"Y i1K i of A K
AUG 16 '9 11: 50.All BHRR)" H BERKUS HIH P. 2/2
BAIRRVA.CEKKU
Alk
August 16, 1993
Harlan Lee & Associates
310 Washington boulevard
Marina Del Rey, CA 90292
Attn: Randy
Dear Randy:
Per our phone conversation, I would like to clarify the location of the footing omission described in the
letter from Carl Schneider on August 12, 1993. '
1. Due to the fact that the 3 -point bearing trusses have been redesigned as 2 -point bearing
trusses; the footing running the length of the house dividing the LIVING/DINING areas
from the SLEEPING areas may be omitted. (not required)
If you' have any further questions, please call
Sincerely,
r Barry A. Berkus, A.LA.
Scott Branch
LA 9VINTA �
223 L. UC La Guerra
5anla bjrWra, Cn 931Vi
W5/96U4,4U1
Fax! 801;t966-6846