08-0593 (PAT)it�l
P.O. BOX 1504 r 3,
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
ON
w
BUILDING PERMIT
Application Number: �08_O00-0005S3j Owner:
Property Address: 77390 VISTA ROSA GLEN SATHER
APN: 658-220-023- - 77390 VISTA ROSA
Application description: PATIO COVER - RESIDENTIAL'' LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL ' ` (760) 564-5511
Application valuation: 4323
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/16/08
Contractor: 4
x
Applicant* � - / 'Architect or Engineer: JVLM INVESTMENTS_ INC
610 S. BELARDO`ROAD;. S E 20Q�
PALM SPRINGS,'CA 9226
*, (760) 232-5310 - L'/j�, �sZo
Lic.No.: 425725
LICENSED CONTRACTOR'S DECLAR N - - _ WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisio apter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 70001 of Division 3 of the Business and Pro sionals Code, y License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: 13 425725 - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is.
issued.
Date_ �t�Vy Contra r:, 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
OWNER -BUILDER DECLARATION - insurance carrier and policy number are:-
- I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier CA INS Policy Number 46056350205
following reason (Sec: 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the - person in any manner so as to become subject to the workers' compensation laws of California, -
permit to file a signed statement that he or she is licensed pursuant to the provisions of, the Contractor's State _- -and agree that, if I should become subject to th workers' ompensation provisions of Section _
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of.the Business and`Professions Code) or 3700 of the Labor Code, I visions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by —+1_ -
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date:/G ��Applicanr.�
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work,, and —
ihe structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE T E WORKERS' COMPENSATION COVERAGE IS UNLA D-
.SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, _ SUBJECT AN EMPL O CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS 1$ 100, 1. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or _
improve for the purpose of sale.). - - APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: - The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application.
- property who builds or improves thereon, and who contracts for the projects with a contractors) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). _ - whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_) I am exempt under Sec. 8.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for theperformance of the
work for which this permit is issued (Sec. 3097, Civ. C.). '
Lender's Name:
Lender's Address:
LQPER-MIT
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
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 infor anon is correct. ag;eeto c ply with all
city and county ordinances and state laws relating to building con tion, and hereby authopresentatives
of this county too enter upon the above-mentioned property fo ' ection pur ores.
`Dnat[`� ( Signature (Applicant or�Agentl:
LQPERAIIT
Application Number . . 08-00000593
"
Permit . . .• ELEC-MISCELLANEOUS
Additional desc .
Permit Fee 18.00
Plan Check Fee ".
.4.50
Issue Date.
Valuation
0
Expiration Date 11/12/08
Qty Unit Charge Per, -.
Extension
BASE,
FEE
15.00:
4:00 '. 7.500 PER ELEC
-----------------------------------------------------------------------------
DEVICE/FIXTURE.IST 20-
3.00 '
Permit PATIO COVER
PERMIT
t
Additional desc
Permit Fee 72.00
Plan Check Fee
46.80
Issue Date*.
Valuation
4323
Expiration, Date .` °11/12/08
Qty Unit' Charge Per;
Extension
BASE
FEE,
45.00
3.00 9.0000 .THOU BLDG
2,001-25,000
27.00
Special Notes and.Comments
325 SQ. FT. TRELLIS ONLY, FIREPLACE NOT _..
PART OF THIS PERMIT.
Other Fees, . . . STRONG
MOTION (SMI),- RES
.50
Fee summary Charged
Paid Credited
Due
Permit Fee Total 90.00
moo
90.00
Plan -Check Total 51.30
.00 .00
51.30
Other Fee Total 50
.00 00
50
_ Grand Total 14 T,. 80
00 00
141.80
LQPERAIIT
7
Bin #.
City of La Quanta
' Building U Safety Division
Permit #r
P.O. Box 1504,. 78-495 Calle Tampico
La Quanta, CA 92253 -(760) 777-7012
J��
Building Permit Application and Tracking Sheet
Project Address:' < S..,� C/�G
Owner's Name:
A. P. Number: ` _ 3 S V S F ,%A0,b i
..
�U 'Ail UcJ+n l ►'�-1^` _ �-yl-� ..
Legal Description:
City, ST, Zip: � <:�l4
.
Contractor: U 1M J N vo- Wl Z � j A):
-Telephone:
f
Address: ) j se t c"cto
9-00.
Project Description:
City, ST, Zip:
�
'
Telephone: 3' j3 10
-
— _
rt�v ' ( aar (Nccc, w�'rs
State Lic. # :. 2 S -7 J
cityLic. #:
Arch., Engr., Designer:.4),A-4
UP
i � III►
.
Address: � j S0 C�U� .�.
�
� � �A �� ✓�
City, ST, Zip: .
I -aVJ UA4i%
CA i. o2Z10
�r
v
•
Telephone-
' -3 0 w� 50
Constrgction Type: US Occupancy: .
Stafe Lic. #:
Project type (circle one): New dd' 'Alter. Repair Demo'
c
Name of Contact Person:
__. ..-.
4 1
:.
._.... S Ft -- ....
#Stories:.
.
#Units: ,_ ....:. .
Telephone # of Contact -Person:
Estimated Value.oii Projew wo
APPLICANT: DO NOT WRITE BELOW THIS LINE ..
# ' Submittal Req'd - Rec'd TRACKING
PERMIT FEES
Plan Sets
Plan Check submitter_w
y ,
Item
Amount
Structural Calcs
Reviewed; read f r torr eta ns
Z
Plan Check Deposit
Truss Calcs.
Called Contact Person
�12
Plan Check Balance
Energy Cales
Plans picked up
p
Construction
Floodplain plan,
Plans resubmitted
Grading, plan
2"d Review, ready for correctio issue
-Mechanical
Electrical
Subcontactor'List
Called'ContactPerson
Plumbing Ma
.
GranfDeed
Plans, picked up
S.M-L
TY& l.0 (It,)0
W 5
H O.A. Approval
Plans resubmitted .
in
IN HOUSE:-
'rd Review, ready for correchonsFi sue
Developer Imp t Fee
�•P ,DAT(:
Planning Approval
Called Contact Person
A.I.P.P..
+�
a
Pub. Wks. Appr
Date of perm' ue
s
School Fees
—.l
----
Total Permit Fees
•-
d
' C
r✓ ,vo l3 �rz G1 cRv-!° (-g C(,
Ut CLO 6-0 , Tn� U is N/.S ,wy�Rac.1t3 tt
�2
«���-
14
WALLING
& McCALLUM LIMITED
ARCHITECTURE
'• ENGINEERING • PLANNING
R_
W ALLINSAR
C H @ A ❑ L C 0 M
45-190 CLUB DRIVE PH\(760)360-0250
INDIAN WELLS, CA 92210 FX\(760)360 0786
-'•
•51.5
SATHER
;RESI•DENCE
ADDITION
=77-_Mv Vi s[a, Rosa. La;Qu i nta;_CA
STRUCTURAL ALCULATIONS
FLAT ROOFED AREAS
LOADS ROOF D.L.
4ply/gravel -
6.5
- - -
(INTERIOR)
5/8".Plywood
1.8
'Wood Trusses
4.0
5/8" Gyp. Bd.
3.1
ARCti/��
Insulation
1.0
.e1S
. ..
- - •
16.4 17.0
ROOF D.L
4ply/gravel
6.5
(EXTERIOR)
5B" Plywood
1:8'
Wood Trusses
4.0
Stucco
9.0
'P O
Parapets, etc.
3.0-Za
24.3 25.0
Ci%��.`�o�
FLOOR D.L
LTWT CONIC
12.5
(INTERIOR)
3/4" Plywood
2.3
Wood Trusses
2,0
Insulation
3.5
5/8" Gyp.Bd.:
2.8
23.1 24.0 '
FLOOR D.L.
TILE
10.0
' (EXTERIOR)
LTWTCONC
12.5'
3/4" Plywood
2.3
Wood Trusses
2.0
Insulation ". -
3.5
5/8" Gyp.Bd.'
2.8
33.1 34.0
Allowable Stresses
WOOD
Grade Fb (psi)
Fill Fv
Fct Fcll E
:1) DOUGLAS FIR- LARCH (2"-4" THICK.)
No.2 .1000'
675 95.0.,625
1450 1,700,000
:2) DOUGLAS FIR - LARCH POST & TIMBERS
RS 6x4, 6x6, 6x8 No.1 1200'
825 85.0
625 1000 1,600,000
2) DOUGLAS FIR - LARCH BEAMS AND STRINGERS
6x10, 6x12 No.2, 1350
675 85.0
625 925 1,600,000
:ROOF LOADING Fb 1.25 x 1000
= 1250.
Fv 1.25 x 95 - 118.75
1.25 x 1200
= 1500
1.25 x 85- 106.25
-
'
1.25 x 1350
- 1688
Shear
Steel
MASONRY
f m si
fm(psi) v(psi)
1)C-90 LIGHTWEIGHT CONCRETE BLOCK
1350
225 15x1.33 19.95
^� . 30F 26.7
,(GROUT CELLSEIGHT
(v-
QUINTA
LIGHTWTL
WEIGHT CONCRETE BLOCK
IGH
1500
250 15x1.33 19.95
61 $pl ii 1^ p
�
SOCIDGROUT)
AFETY 6EpT•
P QVE
CONCRETE
f'c(psi)
fc(psi). K k
j fs(xs0 S ..,
1 A fI
' 1) FOOTINGS
-2500
1125 �6- 0.403
.
.0.866
NOR3CONR
SOILS
Bearin si
�1 LJ
" :1)DEFAULT..VALUES....:.
1500..:_...._
.. ..........._ ._. _..DA
_..
C
2608
By
t
Etc s�' PAS=to d l
M
41 s,
• 3�� 123
41 C12) = 452.
F�ZC,
Qom �r.�-n�►.,�) � _ 4 30 .- �.. �+. _ _ F
22,5(5335)20,�9�_ _114
z7� 93
�3/max1&. also o.�,C 3F.��Z)a'= 2,2.Ze 2.-
_ S
372
-
Z711
2, 1�1J 9�c�►zcu R�a.M 27, 5'
30 3a 9 C
M 4oc 27,5% bZ 8{-'�
- 240 : .•3c4, S o� • - .
• I �S So < 12� . s w,.c.
22.5(1 I 000, 20 777
G3/41� t v G,L.
d 0, 57 3o g - 4;c,-7
V= 2`750
P = S$ao s M '2750 9 3.75-jZ= 'Si Sr, �� VSE Gx/10
WALLING & McCALLUM LIMITED
ARCHITECTURE • EN,GINEERING • PLANNING
• W A L L 1 N G A R C H @ A ❑ L. . C O M
45-190•CLUB DRIVE PH\(760)360-0250
INDIAN WELLS, CA 9221 O FX\(760)360 0786
SATHER
RESIDENCE
ADDITION
77-380 Vista Rosa La Quinta, CA
STRUCTURAL
CALCULATIONS
FLAT ROOFED AREAS
LOADS ROOF D.L.
4ply/gravel
6.51
(INTERIOR)
5/8" Plywood
1.8
Wood Trusses
4.0 i
5/8" Gyp. Bd.
3.1
Insulation
1.0
16.4 17.0
S Ch/T�
ROOF D.L.
4plyfgravel
6.5
(EXTERIOR)
5/8" Plywood
�C15�O
1.8
Wood Trusses
4.0
Stucco
9.0
Parapets, etc.-,
3.0
•
24.3 25.0
,Q Q
FLOOR D.L.
LTWT CONC
Opp
12.5 r 9 2-26
(INTERIOR) :
3/4" Plywood
2.3 '9j�.
Wood Trusses
2.0 OF CP c
Insulation
3.5
5B" Gyp.Bd.
2.8
23.1 24.0
FLOOR D.L
TILE
10.0
(EXTERIOR)
LTWT CONC
12.5.
3/4" Plywood
2.3
Wood Trusses
2.0, \
Insulation
3.5
5/8" Gyp.Bd.
2.8
33.1 34,0
:Allowable Stresses
WOOD
Grade Fb (psi)
Ftll Fv Fct Fcll E
:1) DOUGLAS FIR - LARCH (2"-4" THICK.)
+
No.2 1000
>
675 95.0 625 '1450 1,700,000 1 -
.2) DOUGLAS FIR - LARCH POST & TIMBERS
RS 6x4, 6x6, 6x8 No.1 1200
825 85.0 625 1000 1,600,000.
'2) DOUGLAS FIR - LARCH BEAMS AND STRINGERS t
6x10, 6x12
No.2 1350
675 85.0 625 925 1,600,000
:ROOF LOADING Fb 1.25 x 1000
= 1250 Fv 1.25 x `. 95 = 118.75
i
1.25 x ' 1200
= 1500 .1:25 x 85 = 106.25
1.25 x - 1350
= 1688
Shear Sleet
MASONRY
I'm(psi)
fm(psi) V(psi) ts(ksi)
1)C-90 LIGHTWEIGHT CONCRETE BLOCK
1350
225 15x1.33 19.95 20 1.33 = 26.7
' AGROUr STL CELLS ONLY)
• -
2) C-90 LIGHTWEIGHT CONCRETE BLOCK
1500
250 15x1.33 19.9 = 26.7
(SOLIp GROU1)
CITY OF LA QUINTq
'
:CONCRETE' .
1) FOOTINGS
f'c si
2500
fc (psi)K k s
1125, 496-- 0.43 ,. DEPT.
:SOILS
eea�nsl
ApP^^P}�'/QED;
- 1)_DEFAULT.VALUES...._.-....::.............._.__...._...-...:.-.._1500..._...._...-................_..._:.-.....I.......-........_
Rwrv�T"v�iTION
5r
APR 1 1 2008
By
Walling &McCallum Ltd
Title :
.lob #
Date: 9:33AM, 28 NOV 07
Architecture- Engineering-Planning -
Dsgnr:
Description
45-190 Club Drive
Indian Wells, CA 92210
Scope
TEL(760) 360-0250 FX(760) 360-0786
1 ' Rev:580004
User:KW-0607390, Ver 5.8.0.1-Dee-2003
General 'Timber Beam
Page 1
Sather porch 2.ecw:Calculations
(0)1983.2003 ENERCALC Engineering Software
Description Exist. 68 w/ trellis
General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined
Section Name 5:125x12
Center Span 23.50 ft ...Lu
0.00 ft
Beam Width 5.125 in
Left Cantilever ft .....Lu
'0.00 ft
Beam Depth 12.000 in
Right Cantilever ft .....Lu
0.00 ft
Member Type GluLam
Fb Base Allow 2,400.0 psi
Load Dur. Factor 1.250
- Fv Allow 165.0 psi
Beam End Fixity Pin -Pin -
Fc Allow 450.0 psi
E 1,800.0 ksi
Full Length Uniform Loads
Center DL 121.00 #/ft LL #/ft
Left Cantilever DL
#/ft LL #/ft
"
Right Cantilever DL
#/ft LL #/ft
Trapezoidal LoadsMEE
_
#1 DL @ Left #/ft
LL @ Left #/ft Start Loc 0.000 ft
DL @ Right 226.00 #/ft
LL @ Right #/ft End Loc 11.750 ft
#2 DL @ Left 226.00 #/ft
LL @ Left #/ft Start Loc 11.750 ft
DL @ Right #/ft
LL @ Right #/ft End Loc 23.500 ft
Summary
Beam Design OK
Span= 23.50ft, Beam Width = 5.125inx Depth = 12,in, Ends are Pin -Pin
Max Stress Ratio 0.617 : 1 '
Maximum Moment
18.8 k-ft Maximum Shear*
1.5 3.9 k
Allowable30.4
k-ft Allowable
12.7 k
Max. Positive Moment 18-75 k-ft
at 11.750 ft Shear:
@ Left 2.75 k
Max. Negative Moment 0.00 k-ft
at 0.000 ft
@ Right 2.75 k
Max @ Left Support 0.00 k-ft
Camber:
@ Left 0.000 in
Max.@ Right Support 0.00; k-ft
@ Center 2.058in
@ Right 0.000 in
Max. M allow 30.41Reactions...
fb 1,829.59 psi fv
64.08 psi Left DL 2.75 k.1
Max 2.75 k
Fb 2,966.45 psi Fv
206.25 psi Right DL 2.75 k
Max 2.75 k
Deflections
Center Span... Dead Load
Total Load Left Cantilever...
Dead Load Total Load
Deflection -1.372 in
-1.372 in Deflection
0.000 in 0.000 in
...Location 11.750 ft
11.750 ft ...Length/Deft
0.0 0.0
....Length/Deft 205.5
205.52 Right Cantilever...
Camber ( using 1.5 " D.L. Defl) ...
Deflection
0.000 in 0.000 in
@ Center 2.058 in
...Length/Deft
0.0 0.0
@ Left 0.000 in
_
@ Right 0.000 in
Walling &McCallum Ltd
Architecture- Engineering -Planning
45-190 Club Drive
Indian Wells, CA 92210
TEL(760) 360-0250 FX(760) 360-0786
Rev: 580004
User: KW -0807390, Ver 5.8.0,1•Dec•2003
fc11983.2003 ENERCALC En6neerina Software
Description Exist. B8 w/ trellis
Title
Dsgnr:
Description
Scope:
General Timber Beam
Job #
Date: 9:33AM, 28 NOV 07
Page 2
sather porch 2.eew:Calculations
Stress Calcs
Bending Analysis
Ck 19.865 Le
0.000 ft
Sxx 123.000 in3
Area 61.500 int
Cv 0.989 Rb
0.000
Cl 0.000
Max Moment
Sxx Req'd
Allowable fb
@ Center
18.75 k -ft
75.86 in3
2,966.45 psi
@ Left Support
0.00 k -ft
0.00 in3
2,966.45 psi
@ Right Support
0.00 k -ft
0.00 in3
2,966.45 psi
Shear Analysis
@ Left Support
@ Right Support
Design Shear
3.94 k
3.94 k
Area Required
19.107 int
19.107 in2
Fv: Allowable
206.25 psi
206.25 psi
Bearing @ Supports
Max. Left Reaction
2.75 k
Bearing Length Req'd
1.192 in
Max. Right Reaction
2.75 k
Bearing Length Req'd
1.192 in
Query Values
M, V, & D @ Specified Locations
Moment
Shear
Deflection
@ Center Span Location =
0.00 ft
0.00 k -ft
2.75.k
0.0000 in
@ Right Cant. Location =
0.00 ft
0.00 k -ft
0.00 k
0.0000 in
@ Left Cant. Location =
0.00 ft
0.00 k -ft
0.00 k
0.0000 in
Sketch & Diagram
r.r..i.l_.L..' ,. ,......I.,.- -,.'_, f. ---- i..... I.. i..,...'.. -,-;-i , ..L..._-..1., ' 121II1ft
12prifti+iii+r+rtrrier+iirri+fl+lri4rr+irfrrrrtr
17 i+ f i r f r r t 1 11 2287t1ftr..---_.._.,.._......_:
224aYt riiriii 11,++1
i l
OJ B
i> =18.8k•f t 2.75
Dmax =-1.372in 2.20
Rmax a 2.7k
Vmax CO left - 2.7k
Rmax a 2.7k 0.02
0.40
Vmax �+. rt -2.7k OA
•o.ee
• 1.77
•2.05
•2.74
Be •1111
OL7
.O.If
-0.3f
-0.4f
u •0.0'
.0.7f
jE .0.0'
g .1.011
1.23
.31
Defle
L=511on Fm
_ I I
I i ._I .
I
I I
i I I
:
In11• 2.27 02 08 37 11.70 71.00 76.721 .78 21.4 2.
.5
Walling &McCallum Ltd
Architecture- Engineering -Planning
45-190 Club Drive
Indian Wells, CA 92210
TEL(760) 360-0250 FX(760) 360-0786
user: KW.0807390. Ver 5.8.0,1 -Dec -2003
(c)1983.2003 ENERCALC Engineering Software
Description Exist.138
Title :
Dsgnr:
Description
Scope
General Timber Beam
Job #
Date: 9:34AM, 28 NOV 07
'. Page 1
sather Porch 2.ecw:Calculations
Full Length Uniform Loads
Summary
General Information
Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined
Section Name 5.125x12
Center Span
23.50 ft .....Lu 2.00 ft
Beam Width
5.125 in
Left Cantilever
ft .....Lu 0.00 ft
Beam Depth
12.000 in
Right Cantilever
ft .....Lu 0.00 ft
Member Type.
GluLam
Trapezoidal Loads
26.5 k -ft
Maximum Shear "
Fb Base Allow
2,400.0 psi
Load Dur. Factor,
1.250
Fv Allow
165.0 psi
Beam End Fixity
Pin -Pin
Fc Allow
450.0 psi
11.750 ft
#2 DL @ Left 236.00 #/ft
E
1,800.0 ksi
Full Length Uniform Loads
Summary
Center DL
226.00 #/ft LL
#/ft
= 5.125in x Depth = 12.in, Ends are Pin -Pin
Left Cantilever DL
#/ft LL
#/ft
Right Cantilever DL
#/ft LL
#/ft
Trapezoidal Loads
26.5 k -ft
Maximum Shear "
1.5
#1 DL @ Left #/ft
LL @ Left
#/ft
Start Loc
0.000 ft
DL @ Right 236.00 #/ft
LL @ Right
#/ft .
End Loc
11.750 ft
#2 DL @ Left 236.00 #/ft
LL @ Left
#/ft
Start Loc
11.750 ft
DL @ Right #/ft
LL @ Right
#/ft
End Loc
23.500 ft
Summary
Beam Design OK
Span= 23.50ft, Beam Width
= 5.125in x Depth = 12.in, Ends are Pin -Pin
Max Stress Ratio
0.873 : 1
Maximum Moment
26.5 k -ft
Maximum Shear "
1.5
5.7 k
Allowable
30.3 k -ft
Allowable
12.7 k
Max. Positive Moment
26.46
k -ft at 11.750 ft Shear:
@ Left
4.04 k
Max. Negative Moment
0.00
k -ft . at 0.000 ft
@ Right
4.04 k
Max @ Left Support
0.00
k -ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00
k -ft
@ Center
2.921 in
@ Right
0.000in
Max. M allow
30.31Reactions...
fb 2,581.64 psi
fv
93.19 psi
Left DL 4.04 k
Max
4.04 k
Fb 2,956.85 psi
Fv
206.25 psi
Right DL 4.04 k
Max
4.04 k
Deflections
Center Span...
Dead Load
Total Load
Left Cantilever...
Dead Load
Total Load
Deflection
-1.948 in
-1.948 in
Deflection
0.000 in
0.000 in
...Location
11.750 ft
11.750 ft
...Length/Deft
0.0
0.0
...Length/Deft
144.8
144.79
Right Cantilever...
Camber ( using 1.5 * D.L. Defl ) ...
Deflection
0.000 in
0.000 in
@ Center
2.921 in
...Length/Deft
0.0
0.0
@ Left
0.000 in
@ Right
0.000 in
Walling &McCallum Ltd Title : Job #
Architecture- Engineering -Planning Dsgnr: Date: 9:34AM, 28 NOV 07
45-190 Club Drive Description
Indian Wells, CA 92210 Scope
TEL(760) 360-0250 FX(760) 360-0786
Rev:580004 Page 2
User:K4/•0607390.Ver 5.8.0.1•Dec-2003 General Timber Beam salhet oich2.ecw:Calculations
fc11983.2003 ENERCALC Engineeting software P
Description Exist.68
j =26.Sk•ft
CCCJJJ Omax a •1.9a6in
Rmax o 4.0h
Vmax CQ left a a.Ok
Rmax a 6.Oh
Vmax @ rt c 6.0h
Locat;on fftl
.Q
Bea;
ov.
-0.22
•O.a3
-0.a6
�5 .0.07
•1.08
.1.38
g • 1.61
• 1.73
1.95
Getlei
LC=IW f111
I
1 i
. I i
,
I
..._.. _._.-.... - .......... .... --
_______,_-_-_X14
fo11 z.r 4
ax e.os a 18'18'..2+ ,t7o ,l.oe ,. +4.78 211N.
Location fftl
im
Stress Calcs
Bending Analysis
Ck 19.865 Le 4.118 ft Sxx
123.000 in3
Area 61.500 in2
Cv 0.989 Rb 4.753 CI
0.997
Max Moment
Sxx Req'd
Allowable fb
@ Center 26.46 k -ft
107.39 in3
2,956.85 psi
@ Left Support 0.00 k -ft
0.00 in3
2,966.45 psi
@ Right Support 0.00 k -ft
0.00 in3
2,966.45 psi
Shear Analysis @ Left Support
@ Right Support
Design Shear 5.73 k
5.73 k
Area Required 27.787 in2
27.787 in2
Fv: Allowable 206.25 psi
206.25 psi
Bearing @ Supports
Max. Left Reaction 4.04 k
Bearing Length Req'd
1.753 in
Max. Right Reaction 4.04 k
Bearing Length Req'd
1.753 in
Query Values
M, V, 8, D @ Specified Locations
Moment
Shear
Deflection
@ Center Span Location = 0.00 ft
0.00 k -ft
4.04 k
0.0000 in
@ Right Cant. Location = 0.00 ft
0.00 k -ft
0.00 k
0.0000 in
@ Left Cant. Location = 0.00 It
0.00 k -ft
0.00 k
0.0000_ in
Sketch & Diagram26.40
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_;
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i..._
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E 10.68 i--- -
i
2A5
-ll
I
OAD..
j =26.Sk•ft
CCCJJJ Omax a •1.9a6in
Rmax o 4.0h
Vmax CQ left a a.Ok
Rmax a 6.Oh
Vmax @ rt c 6.0h
Locat;on fftl
.Q
Bea;
ov.
-0.22
•O.a3
-0.a6
�5 .0.07
•1.08
.1.38
g • 1.61
• 1.73
1.95
Getlei
LC=IW f111
I
1 i
. I i
,
I
..._.. _._.-.... - .......... .... --
_______,_-_-_X14
fo11 z.r 4
ax e.os a 18'18'..2+ ,t7o ,l.oe ,. +4.78 211N.
Location fftl
im