0108-001 (AR)LICENSED CONTRACTOR DECLARATION
•1 hereby affirm under penalty of perjury that I am licensed under provisions of
Ch-7pter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
1748465 t33i, 3fE
Dto !`' j Signature of Contractor
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`i'sued. 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 forthwithlcomply with those prdvisions.
Date: Applicant
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,& e4t-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, inder+ifyJ
& hold harmless the City of La Quints, its officers, agents and employees
2. Any permit issued as a result of this application becomes null and vold I�
work is not commenced within 180 days from date of issuance of h
permit, or cessation of work for 180 days will subject permit to cancella on.
I certify that I have read this application and state that the above informatio is
correct. I agree to comply with all City, and State laws relating to the buil ing
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
"at
Signature (Owner/Agent) ` '�r•:+� ^rte Date/
BUILDING PERMIT PERMITN
DATE / �' VALUATION LOT TRACT
6t ,r . ld- I , f Ick X., C�E2
JOB SITE' ...•
APN -
ADDRESS '78.224 SAN TAMER(>
64CIIIIVR410
OWNER
CONTRACTOR/DESIGNER/EN INEER
AMURB I3 I'Y'U ,
20501 V:ENTURABLVD 9220
233 COL(AX. ?, RANCHO NW)GE 92270
WOODLAM RMLS CA 91364
PALM D � t�Rf CA, 9 260
t?60)324-3325 5010
USE OF PERMIT
31&ESIDi'`�r.�.E'.IAL AMMON'
CO9VjY3LFk REP4t3NSMUCTiObx? O.F.3630 31,1' HOU.` E. i.'t►MI ADD s 101q Oil'
584i'1.74 `✓Y, CON3TRUCTION 4,883. 00 OF
POP,:C 1111 ?A`I` O 636.00 SF
GAR AMCARPORT RPCs3#:T '732,00 3F
Imnl con p:�I' �'•0. mdrilurt'"R cm
40.199..10
. � ,'y�. }ypy��y,�
. p :744it Y` ER, A7 U�1'U.&A�7i0R' R
�'OI`?3'�'C1.fC`•7',t{j21.a'Q:� 1i?I.4iEiQ��I��QQ() $1;1f�;f,��D
p &.AR4 C14ECK. F01 t 4�i •'U(Iu �"8}- t � £� V,347.7i
NWRANIti`,W., 9eRY. f1: •fZ(3r 21-LICIQ 3141$0
i`.+"i..W, TR.1 AI, PEZ $260.55
PLUMPITNO RE 130169
OTRUAW MOTION FBE • RESSID 101 _000-7A 1-000 $40.32
QF1.AI INO. 5";3$ 101-000-425-000 S f9,Q17
.ey7yy, ,r��,y �jQy rn , { ry �� ,,g ���y:�.
iEY'L ln—pul��'A7., U1 KIMId!i.6.b�b.,��N AND.i'"1d"�CQ �.nEbF.�. X
�p +� q ,{
S.7,,'878.. 4
NOV 2 0 2001 1 ► TOTAL PER. rFRES DUE, HOW;�AM14
a nEI
RECEIPT
DATE tt±•
BY
DATEFINALED
INSPECTOR
1'
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Forms & Footings
Slab Grade
Steel
Roof Deck
% _
r �/0 p
_
7/ .� Z
Underground Ducts
Ducts A/
Return Air _ /
Combustion Air UPJ /� ( � df
Exhaust Fans
O.K. to Wrap
�� . y.
F.A.U.
Framing_
_ Z
Compressor
Insulation
– /'7–
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wali Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL
APPROVALS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Pibg. Test
Final
Gas Piping
PLUMBING APPROVALS
_
Waste Lines �� a'/ –�`
Water Piping _
Plumbing Top Out — I _
Shower Pans.V—
Gas Test
Electric Final
Heater Final
Plumbing Final
Equipment Enclosure
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping =_Z
Gas Test
Appliances
Final
COMMENTS:
2
L 0 /<
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Undergroundi 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)
r" Desert Sands Unified School District
47-950 Dune Palms Road
Notice: La Quinta, CA 92253
Document Cannot Be Duplicated 760-771-8515
CERTIFICATE OF COMPLIANCE
Date 11/20/01
No. 22698
Owner NameW. & Mrs. Lawson Hughes
No. 78-224 Street San Timoteo
City La Quinta
APN # 646-160-018
Jurisdiction La Quinta
Permit #
Log #
Zip 92253 . Study Area
Tract # Lot # Square Footage 1253
Type of Development Single Family Residence No. of Units 1
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered
patios/walkways, residential additions under 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
2.05 X 1,253 or $ 2,568.65 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
r„
Fees Paid By CASH - Art Pyle . Tele , hone
,�
Name on the check4
+; '0'
By Dr. Doris Wilson
Superintendent # 75,
I'r
Fee collected /exem ed by Annette Barlow Payment Received $2,458.65
.Check No. +
Signature;.T. ( u' (•lJ
NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified
above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
CONCORDE CONSULTING GROUP, INC.
ENGINEEERING & CONSTRUCTION MANAGEMENT
3505 CAMINO DEL RIO SOUTH, # 350
i�.,. SAN DIEGO, CA 91208
-_-_. PH: (619)`='516-3377-F"AX:•'(619).5'16`°=,33:8,8.•..,;__---
MEMORANDUM/FAX COVER SHEET
TO: FROM:
ART PYLE KRIPA
COMPANY: DATE:
PYLE CONSTRUCTION 04/12/02
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: _-
1 -
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
YOUR REFERENCE NUMBER:
RE: HUGHES RESIDENCE
SITE OBSERVATION
X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY ❑ PLEASE RECYCLE
r
notes/Comments
MIKE:
FOLLOWING IS A SUMMARY OF SITE OBSERVATIONS AT THE REFERENCED SITE ON
4/11/02:
THIS NOTE IS TO CONFIRM THAT THE FRAMING ON THE REFERENCED PROJECT HAS
BEEN BUILT IN GENERAL CONFORMANCE WITH CONSTRUCTION DOCUMENTS AND
DESIGN INTENT
r oQ*fESSloNq, .
PLEASE CALL ME IF YOU HAVE ANY QUESTIONS
Uvs �
THANKS
No.
KRIPANARAYANAN S2654
Exp. 6103 s}
tc
I
CONCORDE CONSULTING' GROUP, INC.
ENGINEEERING & CONSTRUCTION MANAGEMENT
3505 CAMINO DEL RIO SOUTH, # 350
SAN DIEGO, CA 91208
PH: (619) 516-3377 FAX: (619) 516-3388
MEMORANDUM/FAX COVER SHEET
To: FROM:
Art Pyle KRII'A ,
COMPANY: DATE:
Pyle Construction 03/27/02
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
1
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
YOUR REFERENCE NUMBER:
RE: Hughes
Truss Review
X URGENT X FOR REVIEW X PLEASE COMMENT- ° X PLEASE REPLY ❑ PLEASE RECYCLE
notes/Comments
Art:
This note is to confirm that we have reviewed the truss drawings/layouts for referenced project and find
them in general conformance with design intent
Thanks ES to
Kripanarayanan
S2654
4L Exp. 6103
CITY OF LA QUIIN FA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUC' ON
DATE Z BY
,,
1
REGISTERED INSPECTOR'S WEEKLY REPORT
OJONTANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE >E]`STRUCT. STEEL ASSEMBLY
❑ POST TENSIONED CONCRETE ❑ ASPHALT
❑ REINFORCED MASONRY ❑ FIRE PROOFING
❑ )p,
❑ OTHER / �] YY
`
L
JOB LOCATI67 9
'),� q- , ,^�j � i w\o��
(J ^jQo `� `P
�{N
REPORT SEQUENCE NO. f
TV E`OF R CTURE
~MATERIAL
PERMIT O.
DATE
DAY OF WEEK
DESCRIPTION!
''`
A ITE`CT
I,N®TUR...
MRS. CHARGED
(f L/
ENG ZtE (f�M
����
ASSISTANTS
MRS. CHARGED
INSPECTION
DATE
GENERAL
CONTRACTOR C'
SUB
CONTRACTOR C. c I C' -: o G
! � �
'�"" �-� "'o L� `^t..�� �,il.! �'L ✓� iZ". �A � � ! � � /� t` G� ` i �
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113
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COO,
"
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� � Q-) C
�,� COPY SENT TO CLIENT ❑
r
��
CONTINUED ON NEXT PAGE ❑
PAGE OF
('\
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY,
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE 1
NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS
IL.
SIGNATURE OF `REGISTE-R�E�D��_ �INSPECTOR
1-=42/Gy -b63C—
DATE OF REPORT REGISTER NUMRFR
Sladden Engineering w
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 J
FIELD MEMO
Project Name —7 9 — ZZ ` Son ► i 1'n i e i Client:
�� rt
Site Address
Job Phone
Work Done
Test Summary / Footings Inspected
Date
Job No.
Test
No.
Location
Elev.
Dry
Density
Moist
% '
% Relative
Compaction
Ref. Max
pcf
Moist
0
/o '
-' Z -.q Qn I A, 0-1 e v
�,
99.1
-T-7X12
0�
99•q
-7•e
-
3
/
'1q-3
�,v
9t
V
1.
•
4
Comments
Y L�
/jam
Field Tebh. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
L
MAIL TAX ST AT lilli.7, TS 10
c",
'1Z) it v
Olt
,r
SPACE ABOVE VHIS LINE FOR RECORDER'S USE
(3
Nm
I,I The under0gric-d Sraiaor(,,,) cleclare(tq:
Do'cumetmary transfer lax is 00
(XXX4 computed on Full valove, Or property conveyed, or
computed ort full Value less valuz of liens and erre * sr ,-3jutbraacj:s remmintr g .11 tivile of sale.
LInincorporated area: City of and
FOR A VALUABLE CON'SIDERATION, receipt of which is hereby acknowh;dgcicl.
LAWSON HUGHFS AND GARETH 'HUGHES AND NORMAN M. SPIEI-ER, AS CO -TRUSTEES
OF THE JANE HUGHES TRUST - 8--:30--78
hereby GRANTS(S) to
the following described real properly In e
County Or RIVERSIDE staic Uf California:
LOT 18 OF I.A QUINTA GOLF ESTATES NO. 2 AS PER MAP RECORDED' IN BOOK 38,
PAGES 26 & 27 OF RAPS 1N THE OFFICE OF T11E,' RECORDER OF RIVCRSIDE COUNI"V.
LAWSON HUGHES AND GARETH HUGHES AND
NOMMq M. SPIELER, AS C0--,,RUSTEES
MF a L HUGHES RIEVOICABLE INI'FR-
Dated .---AE1[ 1, 12, 1991 VIVO S TRUST 81,1/30/78
STATE-, OF CA 1-0-.01UNIA
COUNTY ()F
].,A1SON -'hi; qtr
On this day of A. in the year
bob.e me, the uridi;.(Sq,Iied,a Nwary Vubik,. in • N
a)d !or lair! i-OL131-Ci a'Id SWb. j)Q)'S-1aIIY
wisonally kn, l%Vll to Ire (of. rl, kto to 11-v- c'n th,. basis of
BY -
BY
evidence; to he the pe;,xm
RM,,, S- F"
whose njrnu-,-. sulwc;�hcd to 1he with'.11 it Y--- -- t = �--
-FICIAL S1?,A1--
an(! jui - A5i'
cxc!xted thi: 6;aiiie.
j�;�-)BER'IFA VVFISSM-1-11•
NOTANPUBLIC - r-AI-fF0,,1N1
'A
UIS O6CL.5S COUNITY
19,
e%-pifes jAiN 3,
Ti, i,..-
2
Nainv (T-,Wd or Printed)
Public in and for:,ald Count- and stalt.
Title rder No.4
—Escrow or Loan No.
FORM. SC -1-11? MAIL- TA)( STATEMEtvrs AS DIREC',"ED ABOVE
RFOUESTEL)
EIY
N`Nrup
RECORDE_' M111L TO
N—
LM-,ISON HUGHES
20501 VIENTUTIU, -BLVD.
f'rL220
WOODLAND HILLS
9 1. 3 (54o-
STIATI;
MAIL TAX ST AT lilli.7, TS 10
c",
'1Z) it v
Olt
,r
SPACE ABOVE VHIS LINE FOR RECORDER'S USE
(3
Nm
I,I The under0gric-d Sraiaor(,,,) cleclare(tq:
Do'cumetmary transfer lax is 00
(XXX4 computed on Full valove, Or property conveyed, or
computed ort full Value less valuz of liens and erre * sr ,-3jutbraacj:s remmintr g .11 tivile of sale.
LInincorporated area: City of and
FOR A VALUABLE CON'SIDERATION, receipt of which is hereby acknowh;dgcicl.
LAWSON HUGHFS AND GARETH 'HUGHES AND NORMAN M. SPIEI-ER, AS CO -TRUSTEES
OF THE JANE HUGHES TRUST - 8--:30--78
hereby GRANTS(S) to
the following described real properly In e
County Or RIVERSIDE staic Uf California:
LOT 18 OF I.A QUINTA GOLF ESTATES NO. 2 AS PER MAP RECORDED' IN BOOK 38,
PAGES 26 & 27 OF RAPS 1N THE OFFICE OF T11E,' RECORDER OF RIVCRSIDE COUNI"V.
LAWSON HUGHES AND GARETH HUGHES AND
NOMMq M. SPIELER, AS C0--,,RUSTEES
MF a L HUGHES RIEVOICABLE INI'FR-
Dated .---AE1[ 1, 12, 1991 VIVO S TRUST 81,1/30/78
STATE-, OF CA 1-0-.01UNIA
COUNTY ()F
].,A1SON -'hi; qtr
On this day of A. in the year
bob.e me, the uridi;.(Sq,Iied,a Nwary Vubik,. in • N
a)d !or lair! i-OL131-Ci a'Id SWb. j)Q)'S-1aIIY
wisonally kn, l%Vll to Ire (of. rl, kto to 11-v- c'n th,. basis of
BY -
BY
evidence; to he the pe;,xm
RM,,, S- F"
whose njrnu-,-. sulwc;�hcd to 1he with'.11 it Y--- -- t = �--
-FICIAL S1?,A1--
an(! jui - A5i'
cxc!xted thi: 6;aiiie.
j�;�-)BER'IFA VVFISSM-1-11•
NOTANPUBLIC - r-AI-fF0,,1N1
'A
UIS O6CL.5S COUNITY
19,
e%-pifes jAiN 3,
Ti, i,..-
2
Nainv (T-,Wd or Printed)
Public in and for:,ald Count- and stalt.
Title rder No.4
—Escrow or Loan No.
FORM. SC -1-11? MAIL- TA)( STATEMEtvrs AS DIREC',"ED ABOVE
Certificate of Occupancy
City of La Quinta..
Building and Safety Department
This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, Y
certifying that, at the time of issuance,- this structure was in compliance with the various ordinances
of the City regulating building construction or use. For the following: -
BUILDING ADDRESS: 78-224 SAN TIMOTEO
Use Classification, SINGLE FAMILY DWELLING Bldg. Permit No.: 0108-001
Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL
Owner of Building: LAWSON HUGHES,
Building Official
Address: 20501 VENTURA BLVD #220
City: WOODLAND HILLS, CA 91364
By: STEVE TRAXEL
Date: 9-30-2002
POST IN A CONSPICUOUS PLACE
REGISTERED INSPECTOR'S WEEKLY REPORT
JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY
❑ POST TENSIONED CONCRETE O ASPHALT
❑ REINFORCED MASONRY O FIRE PROOFING
O ,� 1+� ,
0 OTHER Y
`� N
JOB LOCATI ` �J � AO 7W\O-TED
LA_0
REPORT SEQUENCE NO.
TY F TUBE
PERMIT NO.
D TJI�
DAY OF WEEK
MATERIAL DESCRIPTION • �. A
ARoTtCT
I`-4 - k ,
HRS. CHARGED
ASSISTANTS
HRS. CHARGED
INSPEDATE CTION
CO TRACTOR GENEL
SUB
COTRACTOR Q
Lj
1D -ems
l •
X� 1'- �'
�X L
Lj
COPY SENT TO CLIENT ❑
CONTI EO N NEXT PAGE O
PAGE OF
'��!CERTIFICATION OF COMPLIANCE CJS`'"*'
I AT HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY SIG REDO_ F EGISTEREO N PECTOR ��
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE `/
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED j
{/p Pl
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS, DATE O REPORT REGISTER NUMRFR
Supplemental Response Data.
FOR
Hughes Residence
78-224 San Timoteo
La Quinta, California
K O is L
. CITY pF LA
QUINTA
BUILDING & SAFETY DEPT-
BUILDING
�CONS
N
FOR CON
TABLE OF CONTENTS
BY
PATE
PC Comments/Responses
Supplemental Calculations
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 y
Concorde Consulting Group, Inc
722 Fremont, # 9
Revision: 1 South Pasadena, California .
Dated: 10/5/2001
For: Plan Check E
CF C
City of La Quinta, Building & Safety Department
RESIDENTIAL PLAN CHECK CORRECTION LIST
DATE:
STATUS:
PLAN CHECKED BY:
TELEPHONE NUMBER:
ADDRESS:
DESCRIPTION:
APPLICANT:
PLAN CHECK #:
This submittal has been checked for compliance with the 1998 California Building, Mechanical, Electrical, and
Plumbing Codes (CBC, CMC, CEC, and CPC, respectively), the City of La Quinta Municipal Code, and applicable
portions of California Energy Code.
APPLICANT:
The following items are being retumed to you for
correction:
aR.E;�NLINF Ste,—s
2. TK US -s CA l c S �E� ,�E6R o� lCo �t D
Rcctp�,�cE LF_rTF2
ST/tVC-rv2a L l A2(1rC7'I DN Lis r
BUILDING DEPARTMENT STAFF:
DO NOT accept any resubmittal unless ALL of the
following items are included:
RE1JyNE SF_TS
Z C o (ZR,E C,7 -E D SF_ TS
Z 76/ss LGs�i`FCCEPi �.✓�E LET7'E2
Z ST2 Vci C 4 LC E
I 5/7-E/F4Z)02 Pc -A v F.�. r4ssESco2
/21 -,NT 2�87E P
Tic I S Co GTieN Z.15T_ wlTh
WIZOTAW i?5 S(::>o ,v s,6 s
INSTRUCTIONS TO APPLICANT:
1) Provide a written response to each comment on the following pages, noting specifically where the correction can
be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable.
Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note
16 on sheet A-3" are appropriate and will help expedite your back check.
2) Plans and/or Calculations prepared by a licensed Architect or Engineer may not be modified by anyone other than
that professional.
3) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or
Calculations as necessary.
4) Return all red -marked Plans and/or Calculations with your resubmittal. -
5) Return this list, your written responses, and all documents listed above with your resubmittal.
6) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and
shall be.wet-signed by the preparer. Digital signatures are not acceptable. If the preparer is a licensed architect or
engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by the
Califomia Business and Professions Code. Resubmittals will not be accepted with signatures missing.
7) Any response that does not conform to the literal requirements of the Code can only be approved by the Building
Official.
8) As further information is provided and reviewed, additional corrections may be required.
Residential Plan Check Correction List
w
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31
FP.ON :CONCORDE CONSULTING GROUP inc. FAX NO. :6195163380
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Oct. 19 2001 08:30AN P3
FROM :CONCOP.DE CONSULTING GROUP inc. FAX NO. :6195163388
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Oct. 10 2001 08:30AN P2
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City of La Quinta Building and Safety Department
Plan Check Corrections
Stiructural
Hughes Residence Engineer: Concorde Consulting Group
78-224 San Timoteo Plan Check No.: 0108-001 (V check)
La Quinta, California Date: 9/26/01
Specify roof dead and live loads on the framing plans for both flat and pitched roofs.
L.! Provide roof dead load breakdown in calculations for pitched roofs with slate. Revise beam, lateral, and
truss calculations as necessary.
.,a: Provide floor dead and live loads on the framing plans.
�,A' Provide floor dead load breakdown in the calculations. Revise beam and lateral calculations as
necessary.
Revise beam "A" calculation to include point load from girder truss.
Revise beam "F" calculation to include the floor dead and live loads; the dead load from the bearing
wall above, and the roof dead and live loads fiom above the "Kids Roorp"
�! Provide 2 -story distribution lateral calculations for new "Kids Room".
Show 2nd story shear walls on the framing plan.
V! Check beams "F" and "D" for tension and compression point loads from 2A story shear wall over
turning moments.
Truss manufacturer does not include roof trusses over garage in his layout and calculations. Please
revise.
,44" Use pitched roof dead load (slate) value in beam calculations #3 and #4.
d -?"Check tributary width on beam #6 (28'/2 4') Include pitched roof dead loads for the pitched roof
portion loading beam #6.
Verify that correct pitch roof dead load (slate) was used in beam calculations #56 and #58.
Clarify the length of shear walls along grid line A. The Foundation plan shows 2-8'-0" shear panels, the
calculations page 71 states a shear wall length of 33'. Please revise calculations as necessary.
HD2A hold downs are not specified on the plans for shear walls along line A and C.
X. Grid line C.1 is not shown on the foundation plan. Refer to page 73 of the calculations.
V.. Revise shear wall length along line B in calculations to match the foundation plan or vice -versa. Specify
hold downs on the foundation plan as per calculations.
a.l�' Revise shear wall panel type along line D to match calculations. Specify hold downs on the foundation
plan as per calculations.
41. Verify lateral resistance along grid line 2.
�cr How is the cantilevered column along grid line G used also in grid line 3? This column is not in anyway
connected to the 5 other cantilevered column in grid line 3. Revise lateral calculation along grid line 3.
and 4 for 5 columns resisting the lateral load not 6.
Calculations for grid line 6 specify a Simpson Strongwall SW24x10 (pg. 78).. The foundation plan does
not call out any Simpson Strongwalls along line 6. Verify plans and or calculations. If Simpson
Strongwalls are used provide a foundation and framing drag detail for these panels.
q!t Specify hold downs on the foundation plan for the shear wall along grid lines D, 1; and 12 as per the.
calculations.
Revise shear wall panel type along grid line E to a type 2 panel as per the calculationson page 80.
Show grid lines 7.1, 7.2, and 8.1 as well as the shear walls along these grid lines on the foundation plan.
t?eK Provide cantilevered column, baseplate, and Mooting calculations for the cantilevered columns along
grid line G.
.7' Clarify the lateral calculation along grid line F. Calculations state there is a 23' lona shear wall along
/this line, the plans only show 2'-0" square box columns. Please clarify.
t2'1. Provide shear wall calculations for shear walls along grid lines A, C, #1 and #4 in the garage.
�� 3
Ir
. �Calculations on page 87 for grid line D is for 3- TS6x4x3/8 cantilevered columns. The'foundation plan,
sheet 17 only shows 2-TS6x4x3/8 cantilevered columns along b id line D. Please revise plans -and or
calculations.
Provide drift calculations for cantilevered columns. 'Drift shall be based on the amplified force of R/2:2'
times the lateral load in the line. CBC 1630.9
t3V Provide pad footing and or grade beam calculations at all cantilevered columns. If grade beams are used
in combination with pad footings provide foundation details showing trade beam reinforcing placement
around cantilevered columns.
Specify all drag trusses and drag truss loads on the framing plan. Truss manufacturer to include all drag
trusses in his/her layout and calculations
Note and respond to any red -marked items noted on plans, but not specifically noted on this
checklist.
Return all red -marked documents with resubmittal to facilitate recheck process, and provide an
itemized written response to each item on this list with resubmittal.
Please incorporate requested corrections into plan sets and reprint.
Additional corrections may be requested upon further review.
Plan Examiner: John W. Thompson, P.E.
Phone No.: 760-342-9214 Fax No.: 760-342-6164
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SECTION 1 -- GENERAL (LOADS, CODES, MATERIALS AND SPECIFICATIONS)
A. Gravity Loads
Rw� la'•�
Roof Dead Load Roofing 2 psf
2. �
Plywood 2.8 psf
Framing 3.2 psf
3' a
Misc 2.5 psf
a S
Insulation 1.5 psf
Mech/Elect 3 psf
Subtotal 16 psf
FL °z, �
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HENCE:
Roof Dead Loads = 16,00 psf .r*� L O
p a
Roof Live Loads = 20.00 psf
• LL.4�
B. Lateral Loads -- SEISMIC
Seismic Design Base Shear (1997 UBC Section 1630.2. 1)
�'��'��
= Z4
Soil Profile = Sd
Zone Factor = 0.4
Seismic Coeff, Ca = 0.44 Na
Near Source Na
Coefficient R (1997 UBC Table 16-N)
Block Bearing Walls, R =4.5
Steel OMRF, R =4.5
Light bearing walls R = 5.5
Cantilevered Cols, R = 2.2
'3 C) a
V
Load divisor = 1.4
Seismic Shear, V = (3.0 Ca"I/R)W
_ (3.04.44x1.1/5.5) W
V shear walls = 0.264W
V cantilevered cols = 0.660 W
Design V shear wall= (0.264/1.4) W = 0.190 W
Design V cantileverd= (0.660/1.4) W = 0.470 W
C. Lateral Loads - WIND
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 = gxCgxCexl = 16.4x1.13x1.3x1.0
= 24.09, say 24.0 psf
D. Code: 1998 CALIFORNIA BUILDING CODE (1997 UBC CODE PARAMETERS)
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I -T CA 2
PROJECT NAME: Hughes Residence
Beams with Triangular loads Beam Tag No. 3 & 4.
Load = 0 at Ends and maximum at Center i+L. O
Beam Span = 18.5 ft Max Load: : 440 plf
Total Load = 4070 pounds
Left Reaction = 2035 pounds
Right Reaction = 2035 pounds �1
Max moment = 12549 pound feet Bending stress = 1224.3 psi ✓
Max shear = 2035 pounds Shear Stress = 49.6 psi
Max deflection = 0.56 inches .
Trial Section Properties for 5 1/8 x 12 ✓ Allowable Limits
Area = 61.5 in**2 Bending Stress 2,400.psi
Section modulus = 123 in**3 Shear Stress = 190 psi ✓
Moment of inertia = 738 in**4 Deflection 0.9 in
Elasticity Modulus = 1,800,000 lbslin**2
�p
Concorde Consulting Group, Inc
3505 Camino Del Rio South, # 350, San Diego, California 92108
Hughes Residence
B6 Prepared "by: KMK Date: 10/06/01 BeamChek 2.2
Choice 6x 12 DF -L #2 BASE Fb = 875 ADJ Fb = 1094
Conditions '91 NDS -
Min Bearing Area R1= 4:1 int R2= 4.1 in? DL Defl 0.04" in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
8.0 ft
Reaction 1
2565 # Reaction 1 LL 1136 #
Beam Wt per ft
15.37 #
Reaction 2
2565 # Reaction 2 LL 1136 #
Beam Weight
123#
Maximum V
2565 #
Max Moment
5131 '#
Max V (Reduced)
1951 #
TL Max Defl
L/240
TL Actual Defl
L/>1000
LL Max Defl
L / 360
LL Actual Defl
L / >1000
Section (in')
Shear (int)
TL Defl (in)
LL Defl
121.23
63.25
0.07
0.03
56.29
27.54
0.40
0.27
OK
OK
OK
OK
46%
44%.
160%,
11%
BeamChek has automatically added the beam self -weight into the calculations.
Loads Uniform TL: 626 =A Uniform LL 284
Uniform Load A
0 0
R1 = 2565 R2 = 2565
SPAN = 8 FT
Uniform and partial uniform loads are lbs per lineal ft.
t
ro (psi)
ry (psi) t (psi x mu) hc- (psi)
Base Values
875
85 1.3 . 625
Base Adjusted
1094
106 1.3 625 i
CF`Size Factor
1.000
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.
Loads Uniform TL: 626 =A Uniform LL 284
Uniform Load A
0 0
R1 = 2565 R2 = 2565
SPAN = 8 FT
Uniform and partial uniform loads are lbs per lineal ft.
t
Concorde Consulting Group, Inc
3505 Camino Del Rio South, # 350, San Diego, California 92108
Hughes Residence
B62/61 Prepared by: KMK Date: 10/06/01 BeamChek 2.2
Choice 6x 12 DF -L #2 BASE Fb = 875 ADJ Fb = 1094
Conditions '91 NDS
Min Bearing Area . R1= 2.9 int R2= 2.9 int DL Defl 0.03 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
8.0 ft
Reaction 1
1821 # . Reaction 1 LL 800 #
Beam Wt`per ft
15.37 #
Reaction 2
1821 # Reaction 2 LL 800 #
Beam Weight
123 #
Maximum V
1821 #
Max Moment
3643'#
Max V (Reduced)
1385 #
TL Max Defl
L / 240
TL Actual Defl
L1>1000
LL Max Defl
L / 360
LL Actual Defl
L
Section (in')
Shear (int)
TL DO (in)
LL Defl
121.23
63.25
0.05
0.02
39.97
19.55
0.40
0.27 "
OK
OK
OK
OK
33%
31%
12%
8%
BeamChek has automatically added the beam self -weight into the calculations.
Loads Uniform TL: 440 = A Uniform LL: 200
Uniform Load A .
0
R1 = 1821 R2 = 1821
SPAN = 8 FT
Uniform and partial uniform loads are lbs per lineal ft.
ro (psi)
t -v (psi) t (psi x mrt) rc! (psi)
Base Values
875
85 1.3 625
Base Adjusted
1094
106 . 1.3 625
CF Size Factor
1.000
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.
Loads Uniform TL: 440 = A Uniform LL: 200
Uniform Load A .
0
R1 = 1821 R2 = 1821
SPAN = 8 FT
Uniform and partial uniform loads are lbs per lineal ft.
C�
PROJECT NAME: Hughes Residence
Beams with Triangular loads Beam Tag
No: 5�
Load = 0 at Ends and maximum at Center
Beam Span = 13 ft Max Load:
440 plf
Total Load = 2860 pounds
Left Reaction = 1430 pounds
Right Reaction = 1430 pounds
Max moment = 6197 pound feet'
Bending stress =
604.6 psi
Max shear = 1430 pounds
Shear Stress =
34.9 psi
Max-deflection = 0.14 inches
Trial Section Properties for 5 1/8 x 12
Allowable Limits
Area = 61.5 in**2
Bending Stress =
2,400 psi
Section modulus = 123 in**3
Shear Stress=
190 psi
Moment of inertia = 738 in**4
Deflection
0`.7 in
Elasticity Modulus = 1,800,000 I6slin**2
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Concorde Consulting Group, Inc
3505 Camino Del Rio South, # 350, San Diego, California 92108
Hughes Residence Garage -
Beam A Prepared by: KMK Date: 10/06/01 BeamChek 2.2
Choice 5-1/8x 12 GLB 24F -V4 DF/DF BASE Fb =.2400 ADJ Fb = 3000
Conditions
Min Bearing Area R1= 4.1 int R2= 4.1 int DL Defl 0.06 in Suggested Camber 0.09 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
9.0 ft-
Reaction 1
2674 # Reaction 1 LL 1185 #
Beam Wt per ft
14.94 #
Reaction 2
2674 # Reaction 2 LL 1185 #
Beam Weight
135 #
Maximum V
267.4 #
Max Moment
9655 '#
Max V (Reduced)
2439 #
TL Max Defl
L/240
TL Actual Defl
L / >1000
LL Max Defl
L / 360
LL Actual Defl
L / >1000
Section (in 3)
Shear (in?)
TL DO (in)
LL Defl,-.,,
123.00
61.50'
0.11
0.05
38.62
15.41
0.45
0.30
OK
OK
OK
OK
31%
25%
24%
16%
BeamChek has automatically added the beam self -weight into the calculations.
Loads Uniform TL: 220 =A Uniform LL: 100
Point LL Point TL Distance
1470 B = 3234 4.5
Uniform Load 'A
Pt loads: n
R1 = 2674 R2 = 2674
SPAN = 9 FT
Uniform and partial uniform loads are lbs per lineal ft.
Fb (psi)
Fv (psi) E.(psi x mil) Fc -L (psi)
Base Values
2400
190 1.8 650
Base Adjusted
3000
238 1.8 650
Cv Volume
1.000
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.
Loads Uniform TL: 220 =A Uniform LL: 100
Point LL Point TL Distance
1470 B = 3234 4.5
Uniform Load 'A
Pt loads: n
R1 = 2674 R2 = 2674
SPAN = 9 FT
Uniform and partial uniform loads are lbs per lineal ft.
Concorde Consulting Group, Inc
3505 Camino Del. Rio South, # 350, San Diego, California 92108'
Hughes Residence Garage
Beam F Prepared by: KMK Date: 10/06/01 BeamChek 2.2
Choice 6-3/4x16-1/2 GLB 241744 DF/DF BASE Fb = 2400 ADJ Fb = 2278
Conditions
Min Bearing Area R1= 13.1 int R2= 12.4 int DL Defl 0.36 in Suqqested Camber 0.54 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
19.5 ft
Reaction 1
8497'# Reaction 1 LL 4061 #
Beam Wt per ft
27.06 #
Reaction 2
8062 # Reaction 2 LL 3864 #
Beam Weight
528 #
Maximum V
8497 #
Max Moment
44849'#
Max V (Reduced)
7500 #
TL Max Defl
L / 240
TL Actual Defl
L / 339
LL Max Defl
L / 360
LL Actual Defl
L / 714.
Section (in3)
Shear (int)
TL Defl (in)
LL Defl
306.28.
111.38
0.69
0.33
236.21
.59.21
0.98
0.65
OK
OK
OK
OK
77%
53%
71%
50%
BeamChek has automatically added the beam self -weight into the calculations.
Loads Uniform TL: 698 =A Uniform LL: 350 '
Point LL Point TL Distance
1100 B = 2420 8.0
Uniform Load A
Pt loads:
^
R1 = 8497 , ,R2 = 8062
SPAN = 19.5.FT
Uniform and partial uniform loads are lbs per lineal ft. s'
a
i -
A.
V
Fb (psi)
Fv (psi) E (psi x mil) Fc -L (psi)
Base Values
2400
190 1.8 650
Base Adjusted
2278
190 1.8 650,
Cv Volume
0.949
Cd Duration
1.00
1.00.
Cr Repetitive
Cl Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self -weight into the calculations.
Loads Uniform TL: 698 =A Uniform LL: 350 '
Point LL Point TL Distance
1100 B = 2420 8.0
Uniform Load A
Pt loads:
^
R1 = 8497 , ,R2 = 8062
SPAN = 19.5.FT
Uniform and partial uniform loads are lbs per lineal ft. s'
a
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Concorde Consulting Group, Inc
3505 Camino Del Rio South, # 350, San Diego, California 92108
Hughes Residence Garage
Beam D Prepared by: KMK Date: 10/06/01 BeamChek 2.2
Choice 10-3/4x 15 GLB 24F -V4 DF/DF BASE Fb = 2400 ADJ Fb = 2724
Conditions
Min Bearing Area R1= 14.9 int R2= 14.4 in' DL DO 0.59 in Suggested Camber 0.89 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Beam Span
21.0 ft
Reaction 1
9716 # Reaction 1 LL 4143 #
Beam Wt per ft
39.18 #
Reaction 2
9332 # Reaction 2 LL 3977 #
Beam Weight
823 #
Maximum V
9716 #
Max Moment
70898 '#
Max V (Reduced)
9062 #
TL Max Defl
L / 240
TL Actual Defl
L / 243
LL Max Defl
L / 360
LL Actual Defl
L /"568
Section (in 3)
Shear (int)
TL DO (in)
LL Defl
403.13
161.25
1.03
0.44
312.29
57.24
1.05
0.70
OK
OK
OK
OK
77%
35%
99%
63%
BeamChek has automatically added the beam self -weight into the calculations.
Loads Uniform TL 484 =A Uniform LL: 220
Point LL Point TL Distance
3500 B = 8062 10.0
Uniform Load A
Pt loads:
. 0
R1 = 9716 R2 = 9332
SPAN = 21 FT
Uniform and partial uniform loads are lbs per lineal ft..
.r
Z�
Fb (psi)
Fv (psi) E (psi x mil) Fc! (psi)
Base Values
2400
190 1.8 650
Base Adjusted
2724
238 1.8 650
Cv Volume
0.908
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.
Loads Uniform TL 484 =A Uniform LL: 220
Point LL Point TL Distance
3500 B = 8062 10.0
Uniform Load A
Pt loads:
. 0
R1 = 9716 R2 = 9332
SPAN = 21 FT
Uniform and partial uniform loads are lbs per lineal ft..
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