0102-0212 (AR)79816 Arnold Palmer
LICENSED CONTRACTOR DECLARATION PERMIT#
-1 hereby affirm under penalty of perjury that I am licensed under provisions of BUILDING PERMIT
H Chapter 9 (commencing with Section 7000) of Division 3 of the Business and DATE VALUATION LOT 0IM-2112 TRACT
y co Professionals Code,and my License is in full force and effect. f
License# Lic.Class Exp.Date j' $YR° S.Q#1
CJ g ,p f ( `' ADDRESS JOB SITE . APN J``
n W DLJ f HIC I I \ '`r/ 1 f - .+ } ' 7..7+oJE.' C (
f/ t 7 f hrl 1, r
d Z Date Signature of Contractor. J ' ' •' OWNER CONTRACTOR/DESIGNER/ENGINEER
~ d •" ' OWNER-BUILDER DECLARATION +01i r I.D? O)WARDS
W a CiI hereby affirm under penalty of perjury that I am exempt from the Contractor's 79816 A1dNIOL7 P.LW3k •19..920__F1MADILI
U) License Law for the following reason: LA QDIi3TA CA 9225.1 !A QljwrA _ CA 92.2$3
Z ( ) 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 ( if} 7Yi'S"793 CrI3Z; 2 322x
sale(Sec.7044,Business&Professionals Code). USE OF PERMIT
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals I`,.' 3—UMA t"ALAdl."DITION
Co*.
C'') () I am exempt under Section , B&P.C.for this reason 1a6 SO VT O .MCH_'A. )DITIONN'PO CART CEA.I;AOL
LO
} O N Date Signature of Owner
CL Q WORKER'S COMPENSATION DECLARATION
p 2 Ir I hereby affirm under penalty of perjury one of the following declarations:
Lin O ( ) 1 have and will maintain a certificate of consent to self-insure for workers' piv}'io CON+It'PRferWN 186.00 5P
X w = compensation, as provided for by Section 3700 of the Labor Code, for the
O Q performance of the work for which this permit is issued.
m Q U ( ) 1 have and will maintain workers'compensation insurance,as required by
O U Q Section 3700 of the Labor Code, for the performance of the work for which this
L Z permit is issued. My workers' compensation insurance carrier & policy no. are:
Carrier ¢ ,g g py !q,y-"` Policy No. L pryQ,+yry .lq
cb M (.A[1 D.R,[V,I I.tr 7 INS l4Yi0372lcal'. + .HSi. .'.. . .D C(LM41 P.s V' .C M . ,'U n.4.707
Q (This section need not be completed if the permit valuation is for$100.00 or less). wa
J ( ) I certify that in the performance of the work for which this permit is issued, ` ; :3 i C.{xC r " }-X3(10.4 ?" } a69.3S
I shall not employ any person in any manner so as to become subject to the +L'.03a`a3'b?t.CTIOX arwr 101-000-419-C'W
workers' compensation laws of California, andgagree that if I should become WCHA'Af;CALF'IlrR 101.OM421.000 $0.00
subject to.the workers'compensation provslonsiof Section X700 of the Labor -LIECTIR1CALIVY, I 1 I-(10t} 2C) 0 $30.00
Code, I shall comply with those provisions. rr 101=00
Date: `• C Applicant ft-..tw. d;/ d ;.1 tt s c
Wain g: 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 MAY 1 6 2001
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;,4 CITY OF LA OUINTA
application. FINANCE DEPT
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 8UB.r0TAJ CfOp EUIRC1MTOR,Ni)RLP 9 MICK, $268.35
any permit issued as a result of this applicaton agrees toR&shall, indemnify f MIMS MR-PAW FMoo
` & hold harmless the City of La Quinta, its officers, agents and employees. " it
2.Any permit issued as a result of this application becomes null and void ifF DN4rp $126%315
work is not commenced within 180 days from date of issuance of such
« ` S.1
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 r ' IIIIIIIIIIIIIIIIIIIIIIIII 22
• 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 IE
the above-mentioned property for-Inspbction purposes.,.
/ rr lf t4
RECEIPT DATE ,' BY DATE FINALED INSPECTOR
Signature..(Owner/Agent) - Lt*' ` +f i z' Datet r t
INSPECTION RECORD
OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR'
BUILDING APPROVALS MECHANICAL APPROVALS
Set Backs Underground Ducts
Forms&Footings /a Ducts
Slab Grade ` Return Air
Steel Combustion Air
Roof Deck Exhaust Fans
O.K.to Wrap F.A.U.'
Framing 7D� — Compressor
Insulation7YKi_ Vents
Fireplace P.L. Grills
Fireplace T.O. - Fans&Controls
Party Wall Insulation Condensate Lines
Party Wall Firewall
Exterior Lath /��
Drywall-Int.
Final
Final POOLS - SPAS
BLOCKWALL APPROVALS Steel
Set Backs Electric Bond
Footings Main Drain
Bond Beam Approval to Cover
Equipment Location
Underground Electric
Underground Plbg.Test
Final Gas Piping
PLUMBING APPROVALS Gas Test
//- Electric Final
Waste Lines Heater l�li� Heater Final
Water Piping Plumbing Final
Plumbing Top Out Equipment Enclosure
Shower Pans O.K.for Finish Plaster
Sewer Lateral _ Pool Cover
Sewer Connection /3 d� Encapsulation
Gas Piping
Gas Test
Appliances
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
r
Final
Utility Notice(Perm)
�III�II�IIIII�IIIIIIIIIIII 23 Desert Sands Unified School District
I 47-950 Dune Palms Road
Notice: La Quinta, CA 92253
Document Cannot Be Duplicated 760-771-8515
CERTIFICATE OF COMPLIANCE
Date 4/23/01 APN# 775-241-074
No. 21924 Jurisdiction La Quinta
owner NameGeorge& Diana Holland Permit#0102-212
No. 79-816 Street Arnold Palmer Log#
City La Quinta zip. 92253 Study Area
Tract# Lot# Square Footage 186
Type of Development Residential Addition No.of Units 1
Comments
*Den office addition to cart garage.*
At the pfesent 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:
Residential Addition 500 Sq Feet or Less
EXEMPT
This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of
0.00 X 186 or$ 0.00 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 t
Fees Paid By Exempt -Bob Edwards Telephone''760:75-7933
Name on the check yx
By Dr. Doris Wilson _
r.
Superintendent
Fee collected/exempted by Paula Ruiz Exempt $0.00
Check No. N/A
Signature )p
F.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
will begin to run from the data 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
_ COMMUNITY DEVELOPMENT
PUBLIC WORKS
FILE COPY
City of La Quinta
Developers Project Approval Form
Prior to the issuance of Building Permits for the project listed below, the following Departmental
clearances must be obtained. Please return this form to Nickie Gormley, Building and Safety
Department only Ofter approval. Contact applicant for resolution of conditions preventing or
delaying approval.
Project: 79-816 ARNOLD PALMER
186.S.F. OFFICE ADDITION IN EXISTING GOLF CART GARAGE
Applicant Contact: BOB EDWARDS 760 775 7933
Application / Circulation Date: 02/14/01"
Date
Community Development Department
Christine di Iorio, Planning Manager Date
N° T
Public Works Department
eve Speer, Senior LIngineer Date
Building and Safety Department
Greg Butler, Building and Safety Department Manager Date -
Health Department
Date
Fire Department
Date
Schools Fees Paid
Date
100 111111111124
1E COMMUNITY DEVELOPMENT
_ PUBLIC WORKS
FILE COPY
City of La Quinta
Developers Project Approval Form
Prior to the issuance of Building Permits for the project listed below, the following Departmental
clearances must be obtained. Please return this form to Nickie Gormley, Building and Safety
Department only after approval. Contact applicant for resolution of conditions preventing or
delaying approval.
'Project: 79-816 ARNOLD PALMER
186 S.F. OFFICE ADDITION IN EXISTING GOLF CART GARAGE
Applicant Contact: BOB EDWARDS 760 775 7933.
Application/ Circulation Date: 02/14/O1.=906
Date
Community Development Department
Christine di Iorio, Planning Manager Date
Public Works Department
Steve Speer, Senior Engineer Date
Building and Safety Department
Greg Butler, Building and Safety Department Manager Date.
Health Department
Date
Fire Department
Date
Schools Fees Paid
Date
IIIIIII VIII III VIII IIII 25 I
Ci ty Q
of La uinta 'E
Building 8[ Safety Division
P.O. Box 1504
PenNt#
:::;:< '' 78-495 Calle Tampico
La Quinta, .CA 92253
Building Permit Application and Tracking Sheet
Project Address: 79-91� � � Owner's Name:
A.P.Number. Address: '7f—6/(o A�-
Legal Description: Ciry,ST;Zip: " &Z
K
Contractor:
Cddj�kvj Telephone: T 7 k
Address: �r{ —17a �.{�S Project Description:
Cin•.ST,Zip: QN
Sat
Telephone: —
P
e.
Z
Z
7
3
State Lic.#: (p8 �gj S Ci
ry Lic.#:
Arch.,Engr..Designer Q&b
Address: L+t --(,Lfe, � , Ar-2—
City.
—Z
City,ST,Zip: UA t 44-
Telephone:
P
s
Construction nT
Type:YP Occupancy
an
P cy
Stat
Ltc. •7
3
3
U
Pro•
e
ct e(circle rcle
one
J tYP ( ) New Add'n Alter Repair Demo
Name of Contact Person: Sq.Ft.: g(r #Stories: #Units:
Telephone 4 of Contact Person: ?TS - ' q 33 Estimated Value of Project:
T.
N.. .:::WRi7E.;8ELO.W:;7t1[51NE> :> ;<:»>:
ifSnbmltul . :. ::,.:::::.::.:.;:.;:.;;:.;::.::::::::.::.:.:;:::;:...::.:::::::...:::::.:.:;:.:.::.:::::....:.
..
P..
Iso
�. . ::.... ... .��.... ,..... .Y7sa�leelt:sQ6mtft
:.:::....:.:... .
Structural :: ......
.... ..:;:;.:.:::. :::::::..::::::...:..::.:;::.;;:.;:.:;:�:�'E#�•r.�lsr'sbs.:::'>: 'P1iQC6cekDe ie:;;;>:::::: .>::>:>.::<::.:<��'�':;.:::;.;...:;:::>::;:<:>:>'
:.::. :.::•::.:.:...::.:.:G1kd:trustzctsPersea<:::X.q.:::>.:<i.:;:::::::
i!Iatr:Cbeck:Bsla[c
Tit 4 " >'>:<>::'.<'<;";::>'>?:<<i<:::::<.<:. :`" ': : ''>' `':::>:»::» »>«;:><> :.:;.>;;':;[:::s•:: •>.:>::::;::.:;:.::::.::;:;:::;;:>::,.
. ...............
-46
k 2 Grigt
.............. .... . .:.:.:.::.:::::::::::::;
...:.:..::::::.
:.:..:: �:: ......... .... . .;:::;;;;•:•;:�:;;:
.:::.:.:..........,
M
..............
.:1�1C117etil:;:>;;:•::::.::r:::::::;::»:.:..":: .�: ::•:.:�::1::•::.
Subconta ,::
........: ii%%%I :<' :i` #its::'> :2: i:::i:i`; ;;':i:i y, ::. .-....
..... ........ ...... .....CAR.- -` ........
cog
:.::::::.......... ... ......
Ci B i
us s
OEMW
orke ..
a
PI oio
8.
A
RP..
Pub,
A
H. '..
APR+ot sE::..... .. :: ::..:.::::.:::::.::::::::.............:::::.:.::::::::::......:.::::.:: .::....:::::::::::::._::::::::.:........:.:::::::::....... .......:.:::::..::......
F
ire Mar.:
A
P:
IL DepL
A ..A
r
>:
Dite
GV :afAoal.Jwpeetioe.... ...;.. .. ..
IIIIIII VIII III VIII IIII 26
IE
PGA WEST
REMEMTIAI AMCUTION, INC.
May 14,2001
George and Diana Holland
79-916 Arnold Palmer
La Quinta,CA 92253
Dear Mr.and Mrs. Holland:
Mr. Don Adolph,Architectural Committee Chairman,has approved your request to add a family
room and golf can garage at your 79-816 Arnold Palmer residence. Please note that it has been
requested that the new structure matches the existing wall. Upon completion please submit the
enclosed Notice of Completion form to this office.
We reserve the right to make a final inspection of this change to make aline that it matches the
original request. An approval is based only on the aesthetics of your proposed plan and should not
be taken as any certification as to the construction worthiness or structural integrity of the proposed
change.
We appreciate your cooperation in submitting this request for approval. If I may be of further
assistance,please contact me at the HOA office,(764)771-1234,extension 15.
3incemlyAcG!6a
Operations Manager
cc:Architectural Committee
Enclosure
P.O.Bat 1060,La Oulnta,California 92253,Telephone 780-771-1234 FAX 760-771-5125
Apr 10 02 12: 00p BOB EDWARDS CONSTRUTION 760 775 9093 p. 2
IIIIIIIIIIII�IIIIIIIIIN 27
IE 04
a �
_ s OWL QbINT 1 "
cFdFOFn►E° Bull &SAFETY DEPART
777-7012
I SP CTION REQUEST LWL-�J
Owner GEORGE&DWI I,^ 1111OjLI AND t
Contractor BOB EDWARDS CONSTRUCTION , �
oil...
Permit Number
POST ON JOB IN CONSPICUOUS PLACE
INSPECTOR MUST SIGN ALL APPLICABLE SPACES
JOB ADDRESS D PALMER
186 SQ FT OFFICE ADDITION TO CART • • i
GARAGE-AS PER APPROVED PLAN
TYPE OF INSPECTION DATE INSP-
FOUNDATION A SETBACK !� "
FOOTING STEEL- r
MAIN GROUND SYSTEM
GROUND PLUMBING
PRE-GUNITE
DO NOT POUR CONCRETE UNTIL A ABOVE HAS BEEN SIGNED
CONCRETE SLAB
JOISTS&GIRDERS '
ELECTRICAL GROUND WORK
DO NOT POUR CONCRETE
ROUGH ELECTRIC UNTIL ALLABOVE HAS BEEN SIGNED
-
ROUGH PLUMBING
ROUGH GAS&GAS TEST
HEATING 8 VENT-A/C
FIREPLACE
ROOF '
BOND BEAM
O.K.TO WRAP
GROUT ❑ 4' ❑ g'
!PRE-ROOF
AMINGULATI0
COVER NO WOR UNTIL ABOVE S PEEN SIG D
DRYWALL INTEAtOR
EXTERIOR LATH Z-7
POOL PRE PLASTER
ENCE 8 GATE J .
SEPTIC TANK :rr'
FINALS
ELECTRICAL
PLUMBING
FINAL GAS TEST
HEATING-A/C
HOUSE NUMBERS
JOB COMPLETED
TEMP POWER -
B.G. STRUCTURAL ENGINEERING
BRIAN GOTTLIEB -CIVIL ENGINEER-Lic. No. C33047
45-535 Via Corona
Indian Wells,CA 92210 I IIIIIIII I II IIIIII IIII 28
(760)568-3553 (760)568-5681 Fax IE
Addition For
Mr. & Mrs. George Holland
Robert A. Pitchford
41-625 Eclectic, Suite A-2
Palm Desert, Ca. 92260
Job Number : 860.72A
January 26, 2001
�9OQgpFESSIpNq F
GOTS`/�c�
LU m m
sj CIVIL �P
qrF
OF CAIJFp�
VALID ONLY IF SIGNED
IN RED
CITY OF LA QUINT
BUILDING & SAFETY DIEPT
APPROVE®
FOR CONSTRUCTION
DATE _�-�G� BY _�--
Table Of Contents
Loads 1 -2
Rafters 3'
Beams 4-7
Posts &Footings 8- 11
Lateral 12- 16
Shear Wall Schedule 17
Holland Addition 860.72A
Loads
Dead Load - Tile Roof
Tile 10.0
Roofing 3.0
Plywood 2.0
Trusses 3.0
Insulation 2.0
Ceiling 4.0
Miscellaneous 2.0
Total 26.0 P.S.F.
Live Load
Roof 20.0 P.S.F.
Seismic (2.5) (.44) (1.2) (1.0)/(4.5)'(1.4) W=(.21) W
Wind (1.06) (1.3) (12.6) (1.0);= 17.36 P.S.F.
F — "T - - r - - T - - T - - T -- � — �
/,,-, I
} I ............. �
LL L-
UL - - - - - - - - - 4- - - - - - -- - - 40
til I III
- -I I I �- - tt ► - - - - -- - - - 1 - -- - - -- - - -11-i
L _ _ J L _ _ J Ill I III
III I III
I { - - - - - - 1 I
I I III
{-
- - - - - - - - - - T - - - - - - - - - I I
In
III i Ili
r - - � - - � - - - - -- - - - t - - - - - -'- - - !
-
I
L— _ J I # I
I I {
C ! I
.l
I --. . . 1. . -.—.-. . . . . -.—
. . . .
I I {
I I I
I I {
I � I
I I �
r_r /
033N19N3 9NINI3NIHN3
Pfd 31VQ w31i
-0� ONaar lvvni3nnls logo'71 ON A33mq I
133rode
PROJEC% SHEET NO.
D�
B.G.. STRUCTURAL JOB NO. �7
Z
.TEM ENG 1 H E E R I N G ENGINEER-�/
Jl
s ZZz o.sl Lrs
LZ2
�e-, �.
-16L z�
IcrIl
--77L mss .
�IPg4cgs
e
• /'1 1
U33Nl9N3 5 7l
—> 31VO HINDUISM,
W311
ONsor ldUnDnUis '9'8
ON1334S
193fONd
B.G. Structural Engineering, Inc. Title: Holland Addition Job#BG
45-535 Via Corona Dsgnr: 860.72 A Date: 2:09PM, 26 JAN 01
Indian Wells,CA 92210 Description
(760)568-3553 Scope:
(760)568-5681 FAX
Rev.5103M
User KW-0803989.Ver5.1.3.224u 1999.Wh32 General Timber Beam Page 1
(c)1883-99 ENERCALC c:1ec1 itchford 860-72a.ecw:Beams
Description Beam B1
General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements
Section Name 4x10 Center Span 9.00ft . ....Lu 0.00 ft
Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft
Beam Depth 9.250 in Right Cantilever ft .....Lu , 0.00 ft
Member Type Sawn Douglas Fir-Larch,No.2
Bm Wt.Added to Loads Fb Base Allow 875.0 psi
Load Dur.Factor 1.250 Fv Allow 95.0 psi
Beam End Fixity Pin-Pin Fc Allow 625.0 psi
Wood Density 34.000 pcf E 1,600.0 ksi
Trapezoidal Loads
#1 DL @ Left 78.00 #/ft LL @ Left 60.00 #/ft Start Loc 0.000 ft
DL @ Right 156.00 #/ft LL @ Right 120.00 #/ft End Loc 4.500 ft
#2 DL @ Left 156.00 #/ft LL @ Left 120.00 #/ft Start Loc 4.500 ft
DL @ Right• 78.00 #/ft LL @ Right 60.00 #/ft End Loc 9.000 ft
Summary Beam Design OK
Span=9.00ft,Beam Width=3.500in x Depth=9.25in,Ends are Pin-Pin
Max Stress Ratio 0.441 : 1
Maximum Moment 2.4 k-ft Maximum Shear* 1.5 1.3 k
Allowable 5.5 k-ft Allowable 3.8 k
Max.Positive Moment 2.41 k-ft at 4.500 ft Shear: @ Left 0.97 k
Max.Negative Moment 0.00 k-ft at 9.000 ft @ Right 0.97 k
Max @ Left.Support 0.00 k-ft Camber: @ Left 0.000 in
Max@ Right Support 0.00 k-ft @ Center 0.081 in
Max.M allow 5.46Reactions... @ Right 0.000 in
fb 578.50 psi fv 39.24 psi Left DL 0.56 k Max 0.97 k
Fb 1,312.50 psi Fv 118.75 psi Right DL 0.56 k Max 0.97k
Deflections
Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load
Deflection -0.054 in -0.094 in Deflection 0.000 in 0.000 in
...Location 4.500 ft 4.500 ft ...Length/Deft 0.0 0.0
...Length/Deft 1,993.3 1,154.96 Right Cantilever...
Deflection 0.000 in 0.000 in
...Length/Defl 0.0 0.0
Stress Calcs
Bending Analysis
Ck 31.019 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2
Cf 1.200 Rb 0.000 Cl 0.000
Max Moment Sxx Read - Allowable fb
@ Center 2.41 k-ft 22.00 in3 1,312.50 psi
@ Left Support 0.00 k-ft 0.00 in3 1,312.50 psi
@ Right Support 0.00 k-ft 0.00 in3 1,312.50 psi
Shear Analysis @ Left Support @ Right Support
Design Shear 1.27 k 1.27 k
Area Required 10.699 in2 10.699 in2
Fv:Allowable 118.75 psi 118.75 psi
Bearing @ Supports
Max.Left Reaction 0.97 k Bearing Length Req'd 0.442 in
Max.Right Reaction 0.97 k Bearing Length Req'd 0.442 in
B.G.Structural Engineering, Inc. Title: Holland Addition Job#BG
45-535 Via Corona Dsgnr: 860.72 A Date: 2:10PM, 26 JAN 01
Indian Wells,CA 92210 Description
(760)568-3553 Scope
(760)568-5681 FAX
Rer.510300
User..KW-0N03999,Ver 6.1.3,22Jun1999,WIn32 General Timber Beam Page 1
(c)1993.99 ENERCALc - 'Oec\ itchford 860-72a.ecw:Beams
Description Beam B2
General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements
Section Name 6x6 Center Span 5.50 ft ... ..Lu 0.00 ft
Beam Width 5.500 in Left Cantilever ft ... ..Lu 0.00 ft
Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft
Member Type Sawn Douglas Fir-Larch(North),No.1
Bm Wt.Added to Loads Fb Base Allow 1,300.0 psi
Load Dur.Factor 1.250 Fv Allow 85.0 psi
Beam End Fixity Pin-Pin Fc Allow 625.0 psi
Wood Density 34.000 pcf E 1,600.0 ksi
Trapezoidal Loads
#1 DL @ Left 78.00 #/ft LL @ Left 60.00 #/ft Start Loc 0.000 ft
DL @ Right 156.00 #/ft LL @ Right 120.00 #/ft End Loc 3.500 it
#2 DL @ Left 156.00 #/ft LL @ Left 120.00.#/ft Start Loc 3.500 ft
DL @ Right 156.00 #/ft LL @ Right 120.00 #/ft End Loc 5.500 ft
Summary Beam Design OK
Span=5.50ft,Beam Width=5.500in x Depth=5.5in,Ends are Pin-Pin
Max Stress Ratio 0.281 : 1
Maximum Moment 0.9 k-ft Maximum Shear* 1.5 0.9 k
Allowable 3.8 k-ft Allowable 3.2 k
Max.Positive Moment 0.94 k-ft at 2.904 ft Shear: @ Left 0.59 k
Max.Negative Moment -0.00 k-ft at 5.500 ft @ Right 0.73 k
Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in
Max @ Right Support 0.00 k-ft @ Center 0.036 in
Max.M allow 3.75Reactions... @ Right 0.000 in
fb 404.92 psi fv 29.89 psi Left DL 0.34 k Max 0.59 k
Fb 1,625.00 psi Fv 106.25 psi Right DL 0.42 k Max 0.73k
Deflections
Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load
Deflection -0.024 in -0.041 in Deflection 0.000 in 0.000 in
...Location 2.794 ft 2.794 ft ...Length/Deft 0.0 0.0
...Length/Deft 2,754.6 1,591.75 Right Cantilever...
Deflection 0.000 in 0.000 in
...Length/Deft 0.0 0.0
Stress Calcs
Bending Analysis.
Ck 25.448 Le 0.000 ft Sxx 27.729 in3 Area 30.250 in2
Cf 1.000 Rb 0.000 Cl 0.000
Max Moment Sxx Read Allowable lb
@ Center 0.94 k-ft 6.91 in3 1,625.00 psi
@ Left Support 0.00 k-ft 0.00 in3 1,625.00 psi
@ Right Support 0.00 k-ft 0.00 in3 1,625.00 psi
Shear Analysis @ Left Support @ Right Support
Design Shear 0.78 k 0.90 k
Area Required 7.351 in2 8.511 in2
Fv:Allowable 106.25 psi 106.25 psi
Bearing @ Supports
Max.Left Reaction 0.59 k Bearing Length Req'd 0.171 in
Max.Right Reaction 0.73 k Bearing Length Req'd 0.212 in
B.G.Structural Engineering,Inc. Title: Holland Addition Job#BG
45-535 Via Corona Dsgnr: 860.72 A Date: 2:13PM, 26 JAN 01
Indian Wells,CA 92210 Description
(760)568-3553 Scope:
(760)568-5681 FAX
Rev:510300
User.KW-0603989.Ver 5.1.3.22Juo-1999,WW2 General Timber Beam Page 1
(c)1983.99 ENERCALC c:1ec itchford 860-72a.ecw:Calculations
Description Beam B3
General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements
Section Name 6x10 Center Span 6.50 ft .....Lu 0.00 ft
Beam Width 5.500 in Left Cantilever it .....Lu 0.00 ft
Beam Depth 9.500 in Right Cantilever ft ... ..Lu 0.00 ft
Member Type Sawn Douglas Fir-Larch(North),No.1
Bm Wt.Added to Loads Fb Base Allow 1,300.0 psi
Load Dur.Factor 1.250 Fv Allow 85.0 psi
Beam End Fixity Pin-Pin Fc Allow 625.0 psi
Wood Density 34.000 pcf E 1,600.0 ksi
Trapezoidal Loads
#1 DL @ Left 221.00 #/ft LL @ Left 170.00 #/ft Start Loc 0.000 ft
DL @ Right 221.00 #/ft LL @ Right 170.00 #/ft End Loc 3.000 ft
#2 DL @ Left 221.00 #/ft LL @ Left 170.00 #/ft Start Loc 3.000 ft
DL @ Right 78.00 #/ft LL @ Right 60.00 #/ft End Loc 6.500 ft
Point Loads
Dead Load 1,627.0 lbs lbs lbs lbs lbs lbs lbs
Live Load 1,252.0 lbs lbs lbs lbs lbs lbs lbs
...distance 3.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft
Summary Beam Design OK
Span=6.50ft,Beam Width=5.500in x Depth=9.5in,Ends are Pin-Pin
Max Stress Ratio 0.661 ': 1
Maximum Moment 6.5 k-ft Maximum Shear* 1.5 3.7 k
Allowable 11.2 k-ft Allowable 5.6 k
Max.Positive Moment 6.51 k-ft at 2.990 ft Shear:, @ Left 2.78 k
Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right 2.28 k
Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in
Max @ Right Support 0.00 k-ft @ Center 0.058 in
Max.M allow 11.20Reactions... @ Right 0.000 in
fb 944.88 psi fv 70.82 psi Left DL 1.59 k Max 2.78 k
Fb 1,625.00 psi Fv 106.25 psi Right DL 1.30 k Max 2.28k
Deflections
Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load
Deflection -0.038 in -0.067 in Deflection 0.000 in 0.000 in
...Location 3.172 ft 3.172 ft ...Length/Defl 0.0 0.0
...Length/Defl 2,030.4 1,157.80 Right Cantilever...
Deflection 0.000 in 0.000 in
...Length/Deft 0.0 0.0
Stress Calcs
Bending Analysis
Ck 25.448 Le 0.000 ft Sxx 82.729 in3 Area 52.250 int
Cf 1.000 Rb 0.000 Cl 0.000
Max Moment Sxx Read Allowable fb
@ Center 6.51 k-ft 48.10 in3 1,625.00 psi
@ Left Support 0.00 k-ft 0.00 in3 1,625.00 psi
@ Right Support . 0.00 k-ft 0.00 in3 1,625.00 psi
Shear Analysis @ Left Support @ Right Support
Design Shear 3.70 k 3.21 k
Area Required 34.828 in2 30.171 in2
Fv:Allowable 106.25 psi 106.25 psi
Bearing @ Supports
Max.Left Reaction 2.78 k Bearing Length Req'd 0.809 in
Max.Right Reaction 2.28 k Bearing Length Req'd 0.662 in
I I I f
II - II
if I �
I1 f f
ff II
� f II
fl f I
ff II
I f I
� ll
I .I
II
If
if
i I I I
I I I i
vr�IF . . . . . . . . . .. . . . . . . . . . . . .. . . . ... . . .
:19N3
�O—(
310
z L �. oN eo� �n�nl�n els •� •� M1311 .
ON 133NS
taarode
°j,/ "_ '"' "Y-I\
ifY-I o e —1
71*
* 6L
.72
6�L
f-,
H33N19N3 B N'H 3 3-N'O N 3 s
31tl0 W311
VZL"Cl�oNeor WHOINVIS agog
10 rQelia�� .
ON 133HS 103rOHd
• Io
97 WOOD POST (6X WALL) Fc Perpendicular 0.04"= 625 PSI
1/26/2001 Fc Perpendicular 0.02"= 456 PSI
STUD GRADE d= 5.5 IN. 2X6 3X6 2-2X6 4X6 3-2X6
Fc= 825 PSI Fce AREA 8.25 13.75 16.5 19.25 24.75
E= 1.4 X 10^6 PSI L Ud PSI Fc P P P P P
Cd= 1.00 5 10.91 3529 853 7.04 11.73 14.08 16.42 21.11
Cf= 1.10 6 13.09 2451 824 6.80 11.33 13.60 15.86 20.39
7 15.27 1801 786 6.48 .10.80 12.97 15.13 19.45
G' 8 17.45 1379 738 6.09 10.14 12.17 14.20 18
9 19.64 1089 681 5.62 9.36 11.23 113.10 ' 16.85
10 21.82 882 618 5.10 8.50 10.20 11.90 15.30
11 24.00 729 555 4.58 7.63 9.15 10.68 13.73
12 26.18 613 494 4.08 6.80 8.16 9.52 12.24
13 28.36 522 440 3.63 6.04 7.25 8.46 10.88
14 30.55 450 391 3.23 5.38 6.45 7.53 9.68
15 32.73 392 349 2.88 4.79 5.75 6.71 8.63
16 34.91 345 312 2.57 4.29 5.15 6.01 7.72
18 39.27 272 253 2.09 3.48 4.17 4.87 6.26
20 43.64 221 208 1.72 2.86 3.43 4.01 5.15
22 48.00 182 174 1.44 2.39 2.87 3.35 4.31
625 5.16 8.59 10.31 12.03 15.47'
456 3:76 6.27 7.53 8.78 11.29
D.F.#2 d= 5.5 IN. 2X6 3X6 2-2X6 4X6 ,3-2X6
Fc= 1300 PSI Fce AREA 8.25 13.75 16.5 19.25 124.75
E= 1.6.X 10^6 PSI L Ud psi Fc P P P P P
Cd= 1.00 5 10.91 4033 1305 10.77 17.95 21.53 25.12 32.30
Cf-- 1.10 6 13.09 2801 1235 10.19 16.98 20.38 23.78 30.57
7 15.27 2058 1144 9.44 15.73 18.87 22.02 28.31
8 17.45 1576 1034 8.53 14.22 17.07 19.91 25.60
9 '. 19.64' 1245 917 7.57 12.61 -15.13 17.65 22.70
10 21.82 1008 803 6.62 11.04 13.25 15.45 19.87
11 24.00 833 699 5.77 9.62 11.54 13.46 17.31
12 26.18 700 610 5.03 8.38 10.06 11.74 15.09
13 28.36 597 533 4.40 7.33 8.80 10.26 13.20
14 30.55 514 469 3.87 6.45 7.73 9.02 11.60
15 32.73 448 414 3.42 5.70 6.84 7.98 10.25
16 34.91 394 368 3.04 5.06 6.08 7.09 9.12
18 39.27 311 296 2.44 4.07 4.88 5.69 7.32
20 43.64 252 242 2.00 3.33 4.00 4.66 5.99
22 48.00 208 202 1.66 2.77 3.33 3.88 4.99
625 5.16 8.59 10.31 12.03 15.47
456 3.76 6.27 7.53 8.78 11.29
POINT LOAD ON CONTINUOUS FOOTING FDN-1
1/26/2001
Footing Width(FW)= 12 in.
Footing Depth(FD)= 12 in.
Soil Bearing(SB)= 1500 psf Increase Width (IW)= 0 psf
Maximum Soil Bearing= 2000 psf Increase Depth (ID)= 200 psf
Plain Concrete Design:
F'c= 2000 psi
Tension Fb= 71.55 psi PER'97 UBC, SECTION 2622(d)2.
Example:
Fsoil = {(D- FD)+ 12 x ID)+((W- FW)+ 12" x IW)+ SB
F'soil = Fsoil - (D+ 12 x(150-110))
w= WxF'soil + 12
M = FbxWxD^2+ 12"+6
L= (2xM +w)^1/2
Pmax= 2xLxw
W D F'soil ps w (#/ft) M '# L ftPmax #
12- x. 12 1460 1460 1717 1.53 4479
15 x 12 1460 1825 2147 1.53 5598
18 x 12 1460 2190 2576 1.53 6718
21 x 12 1460 255.5 3005 1.53 7838
24 x 12 1460 2920 3435 1.53 8957
12 x 15 1500 1500 2683 1.89 5674
15 x 15 1500 1875 3354 1.89 7093
18 x 15 1500 2250 4025 1.89 8512
24 x 15 1500 3000 5367 1.89 11349
30 x 15 1500 3750 6708 1.89 14186
12 x 18 1540 1540 3864 2.24 6900
15, x 18 1540 1925 4830 2.24 8624
18 x 18 1540 2310 5796 2.24 10349
21 x 18 1540 2695 6762 2.24 12074
24 x 18 1540 3080 7728 2.24 13799
• 12 x 21 1580 1580 5259 2.58 8153
15 x 21 1580 1975 6574 2.58 10192
18 x 21 1580 2370 7889 2.58 12230
21 x 21 1580 2765 9204 2.58 14268
24 x 21 1580 3160 10518 2.58 16307
12 x 24 1620 1620 6869 2.91 9435
15 x 24 1620 2025 8587 2.91 11794
18 x 24 1620 2430 10304 2.91 14153
21 x 24 1620 2835 12021 2.91 16512
24 x 24 1620 3240 13738 2.91 18871
Note: For point loads on footings with uniform
loads take the difference between "w"above
' and the uniform load,then multiply by
two and by"L"above for P'max
IJI
� - -1
I � II
II I �
II I1
I I I I
II II
U 11
If
If
n � I
S.oI
161
b33N19N3 -.•— _-.
��-� 31V� 914IV33NIJN3
V Z Lcog oNeor inn nsU n als Moog V4311 ;
� , oN 133Ns o�2�,i
r _/� 0���7taerode
t-- 5Ca.
AC
H33N19N3 9 N 1 H3 3 N 19 N 3
31V0 W311
YZL 'Ct7/!V oNeor .u.e.
y I' -ON 133145133rONd
r7M- QH
L2 moi;/ O)$os- .g Q 9cv'
N33NION3 9N1�l33NIJN1 s � �
31V0 14311
V-ZC4.rbs•UN90f 1d�t11�t1�1S '9'8
�� 'ON 133HS �`"t �103f0lId
ti
1133NION3
t.or 31VU W311
'ON eor WH nig n VIS
��
.ON 133HS � �u~�103fOHA
140
UPLIFT CALCULATIONS: (IF ONE STORY BLDG.,INPUT ZERO FOR ALL UPPER LEVEL INPUT.)
1/26/2001
ALLOWABLE SOIL BEARING
(W/SHORT TERM INCR.)= 1995 PSF.
LINE NUMBER= 5
SHEAR WALL LENGTH= 1.33 FT.
UPPER LEVEL UNIT SHEAR= 0 PLF.
UPPER LEVEL PL.HT.= 0 FT.
TOTAL LOWER LEVEL UNIT SHEAR= 453 PLF.
LOWER LEVEL PL.HT.= 8 FT. LOWER LEVEL:
UPPER LEVEL DL= 0 PLF. OTM= 4.8 FT-KIPS
LOWER LEVEL DL= 104 PLF. RM(AT UPPER LEVEL SILL PL.)= 0.2 FT-KIPS
WALL DL= 17 PSF. NET LOWER LEVEL UPLIFT= 3453 LBS.
ADD'L UPPER LEVEL DL AT END OF WALL= 0. LBS.
ADD'L LOWER LEVEL DL AT END OF WALL= 0 LBS. FOUNDATION:
ADD'L UPPER LEVEL RES.MOMENT= 0 FT-KIP OTM= 5.7 FT-KIPS
ADD'L LOWER LEVEL RES.MOMENT= 0 FT-KIP RM= 10.5 FT-KIPS
USE STRAP TO UPPER LEVEL? n (Y OR N) FTG.WT.= 525 PLF.
FOOTING LENGTH= 6.00 FT. F.S.= 1.83 >=1.50,O.K.
FOOTING WIDTH= 12 IN. L(cantilever)= 2.3 FT.
FOOTING DEPTH= 12 IN. SOIL BRG.= 1741 PSF. O.K.
INTERIOR FTG.? n OR N SOIL BRG.RESULTANT IS OUT OF MID 1/3
USE NO UPPER LEVEL TIE DOWN STRAP M(cant)UPLIFT= 1.4 FT-KIPS
USE STRa• � {r HOLDOWN AT FOUNDATION W/ M(cant)SOIL BRG.= 3.8 FT-KIPS (GOV.)
12 IN.-'W X 12 IN.D G.B.W/ Z—W3' T&B As(GR40)= 0.22 IN.A2
(EXTEND GRADE BEAM 2.335 FEET MINIMUM As(GR60)= 0.14 IN.A2
BEYOND END OF SHEAR WALL
t
s ,
! 7
Shear Wall Schedule Per 1997 UBC
Shear walls to span from sill plate to double top plate.
Shear walls to be continuous above and below all openings.
Exterior walls to be: 7/8"thk. stucco w/Portland cement plaster w/ 1.4#per sq. yd.,
17ga. galv.wire lath and 16 ga. Staples(w/7/8" legs) at 6"o/c. E.N. & 12"o/c. F.N.
* Plywood as furring
1 Walls: 1, 2,4
3/8"thick wall sheathing, exp. 1 w/ 8d nails at 6" o/c edges & 12" o/c field
5/8"dia. A.B. at 32"o/c. w/2"x 2"x 3/16"washers
Shear transfer: Sill nailing— 16d at 5"o/c
Solid blocking—"Simpson"A35 at 24"o/c each block
TJI block—4-16d each block
2 Walls: 3
3/87.thick wall sheathing, exp. 1 w/8d nails at 4"o/c edges & 12"o/c field
5/8" dia. A.B. at 24"o/c. w/2"x 2"x 3/16"washers
Shear transfer: Sill nailing— 16d at 3.5"o/c
Solid blocking—"Simpson"A35 at 16" o/c each block
TJI block—6-16d each block
' . - . ...fy ri+:r qr1.�'� �...,ti:rtl.r�y-._,,,'..�. ... .. �r•ri�'r�.�ti r',4'`-t""'{..i'.+�ir1 r'• .r... '�.`r:.. . - •- ..r' �-
IIIIIIIIIIIIIIIII III 29 I Page l of
�T IE DAVE STEAVENS
0 Inspection Services
PROJECT'�Gsfl, t��S i• t"��Ct�AyS PROJECT # a 00 S • 1�
ADDRESS"'JR-AtL >AitOoLn CLIENT �P t.)c iA C)0%
LP DATE 1 a. AP m l t„ C,!u 6-_
BLDG. PERMIT # CC'S- 04 (A"l ARCHITECT P\ -f-A CC 4
ENGINEERo.3 SAJoi g Mu. CONTRACTOR ?ftc-%F\ c - S
INSPECTION TYPE
INSPECTION REPORT
FOLLOWING LOCATIONS EPDXY SIMPSON ETF.EXP. p 5- HOLES DEPTH CHECKED,
BRUSHED AND CLEAN OF DEBRIS.APPLICATION AND INSTALLATION AS PER ICBO 4945
�� ,,
LO LS- gOL.C.S — I � bCP %.4 I 'bo A 1ZQ-I %- 1'"'�42- L..�1, G-ry-A T�� I-)
`,- 3 - l�t t.3 c W e-s Lo 1-4 - 12• l��'T�-1 ("T),A 1Zo z,
I�1 L\l..
1.��—t i��1_ P wJ7 �L� rJ(4 L '..9 ( Cu 00%, t--
AQ.A(o f£. �- .Z�►erg .J �� io,A- i*,0--c FJ u..t. A-V r.0 rte) CA-,)r+^ L_,.. *
SPM% tr, 14 tiIRO��.14,2 rJSt�� �T�o'.� (�o�z1..�"'
0
CERTIFICATION OF COMPLIANCE:To the best of our knowledge, all of the reported work, unless otherwise noted,
tsubstantially complies with approved plans, specifications and applicable sections of the building codes.This report covers
he locations of the work inspected only and does not constitute engineering opinion or project control.
CERT.NO. 0859348-50 INSPECTOR NAME DAVE STEAVENS
nn CI rly�)
DATE L4 M A y 2005 INSPECTOR SIGNATURE , 42!..Q_ � CfL1 .v . .l y
IIIIIIIIIIIIIIIIIIIIIIIII30
�- - 1E JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
! SPECIAL INSPECTIONFax (760) 772-7193
REGISTERED INSPECTOR'S WEEKLY REPORT Pager (760) 776-3338
TYPE OF O REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY --o- -,Oe,Cv
INSPECTION O POST TENSIONED CONCRETE O ASPHALT D OTHER
PERFORMED O REINFORCED MASONRY ❑ FIRE PROOFING
JOB LOCATION -7q REPORT SEQUENCE N0.
A r1 �2
TYPE OF STRUCTUREP �� PERMIT NO. 047 DAY OF WEEK
MA RIAL DESCRIPTION AR BTEC T14, I SPEC R HRS.t;yARGED
.22 janL
ENGINEER ASSISTANTS HRS.CCHHARGEO
-TC6 D std Zq I O A A,e 60 7,(-
INSPECTION GENERAL _ SUB
DATE CONTRACTORC CONTRACTOR
s '-
M 9E�64r-
f/V
o
L
s �
4.
O t!
X. ,e
C o
75Q6 -gKr6
COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE ❑ PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV SIGNATU E OF REGISTERED INSPECTOR
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE0
NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE DAT` OF EPORT � �5�BER
GOVERNING BUILDING LAWS.