0107-338 (RR)W
E
Q
Bin #
t
City of La Quinta
G Building.8t Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
I �((�`��
C)(
rcject Address: S .. ��
1 er's Name: fs
A. P. Number:
Address:
Legal Description:
ontractor.
GI
Address:
City, ST, Zip:
l Telephone:
1 P one:
VRbiect Description:
City, ST, Zip:
Telephone: hone:
......................................................
tate Lic. # : Z
Arch.. Engr., Designer:
City Lic. #:
Address:
City, ST, Zip:
Telephone: hon
e
Construction ructi n T e: Occupancy:
Y P cY.
.......ProJect type (circle one): New Ad do Alter
Repairair Demo .............
Sq. Ft.: #Stories: #Units:
State to Lic. #:
ame of Contact Person:.
elephone # of Contact Person:
0 Estimated Value of Project: 7/&7
8 2 0
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Z
Plan Sets
° Of
.z Nit✓
Plan Check submitted
711L 7
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
84C
Vlan Check Deposit
lj
Truss Calcs.
7i
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
8' 71)
Mechanical
Grading plan
2"d Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'`" Review, ready for correctio s/issue
8 � 1
Developer Impact Fee
Planning Approval
Called Contact Person
A,I,P,P,
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
JJ
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RECEIVED
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Cost
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RECEIVED
AUG 2 0 2001
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THEODORE E. AN VIC;K ==J— aFP. �
C0N3ULMNG SIRUClU AL ENGII M
1013 E CHAPMANAVERUE, SUrM C
FZ]I1ARTON, CALNOWNIA 92831
TeL MAI rl9AM FAY 47141 S72-412
CSen�
hojed:
RECEIVED DATA: a
HY:
JUL 2 5 2001 N+O. -_._.
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RECEIVED
rj� AUG 2 0 2001
� Rti�
i�. G. J. MURPHY CONSTRUCTION
- RECEIVED � L✓�G�
�67��'r Allr, 0.9 2001
0. J. MURPHY CONSTRUCTION
L13m= IIF cn#K, 3lRiJ rtRAL;AND GORBY TM BOAM
OF PRIO%ESSIdNAL E 40M3 AND LAND SUBVEYIOii3 IIF TBR STATE OF CAFAK)9IaA.
r .
26 2001 16:24 FR TRUS JOIST NEST REG 949 616 1616 TO 917605684429 P.03iO3 1
;.,-
? Roof Truss Type H
- As6s V` ►v 'amW000 042 19" TJLTm OPEN WEB TRUSS @ 24.0" o/C
l E1001 7/26101 1:59:3o PM
if 1 BUNG 001
a o,145
;THIS PRODCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LiSTED
Member Slope: .25/12 Roof Slope- .2W12
F
R
1011r'
All dimensions are horizontal.
Product Dia Conceptual.
LOADS:
C`,
Analysis for Joist Member Supporting ROOF
TYPE CLASS LIVE DEAD
Application,
Loads(psf): 20 Live at 125% duration; 1
Deft e d: �
U1
Point(lbs,)
( )
Roo 1.25 0 380
K )
LOCATION
3'
APPLICATION COMMENT
Adds to
_
�� �-
Point(lbs.)
Point(lbs.)
Roof{1.25} 100 0
9'
Adds to
E
Point(lbs.)
Roof(1.25) 100 0•
17'
Adds to
Roof(1.25) 0 380
23'
Adds to
SUPPOR'T'S'
REACTiONS(lbs) p
WIDTH LIVFJDEAD/TOT. PLY DEPTH DETAIL OTHER 1' ON
2x4 Plate 3.50" 5911808/1399 1 19.0" Detail 7 2x4 Blocking
2 Wood Beam 4.375" 604 / 848/1452 1 19.0" Detail 6 2x4 Blocking \�
- Leftsupport Top -All, Approx. clip height: 1.625", Approx, dip width: 7.18". Allowed cholce(s): TOP (NO -NOTCH`); TOP -(U -CLIP)
- Right support Top -All, Approx. clip height: 1.625", Approx. clip width; 7.18". Allowed choice(s): TOP (NO -NOTCH), TOP (11=-dL'IP)
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 1433 1388 1717 Passed(61%) Lt end Span 1 under Roof loading
Moment(ft-ib) 7527 7232 13779 Passed(52%) MiD Span 1 under Roof loading
Live Defl.(in) 0.287 1.224 Passed(L/999+) MID Span 1 under Roof loading
Total Defl.(in) 0.563 1.632 Passed(U521) MID Span 1 under Roof loading
- Allowable moment was increased for repetitive member usage.
- Deflection Criteria: STANDARD(LL: 0240, TL -L1180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 3" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability,
ADDITIONAL NOTES:
- IMPORTANT] The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in
accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and
dimensions have been provided by others ( ) and must be verified and approved for V*
specific application by the design professional for the project
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above.
- The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads
for each project. Actual truss capacity when fabricated is limited to that required to mist the specified loads. Do not use this analysis to
verify the capacity of existing trusses. _
- Bearing panel - 38.8660", half panel = 19.4330"
- Pricing Load(ptf) = 115 (#)
RECEIVED
]PROJECT IN>: RMATiON OPERATOR INFORMATION• R� UG 2 0 2001
Le Quinta Court Trus Joist V'� Cts �,g'T)
G. J. MURPHY CONSTRUCTION G
Art Diaz
27042 Towne Center Dr, RECEIVED
FootNII Ranch, Califomla 92610
(949) 616 -1600
(949)616-1616 RECEIVED JUL , 5 2009
SPY tt 02000 by Trus' le{p1, t W*"ftGWW Busbieea T&I" and TJ -Sting^' ee baderngft OrT= JoSat .
C'%WN00WU0*WdWJ.sQwmacounHOMg1-9.rse AIIA 0'.9 2001 G. J. MURPHY CONSTRUCTION
G. J. MURPHY CONSTRUCTION
** TOTAL PAGE.03 **
GO C:Uul 10-C-1) rr% I r%uo J V 1.71 W"I) i [_,Gu 1 W I V �t l
AVGEyrrl�acuscr Busincs
July 26, 2001
G.J. Murphy Construction
P.O. Box 1124
Palm Desert, CA 92261
Attn: Rod Murphy
Re: La Quinta Court Bldg. 1-b
Dear Mr. Murphy:
In accordance with your request, please find attached specialty joist calculations for the
above referenced.proje6L. - Based -on the.informatiion provided, the product spe6fied in -the
attachedl-calculations meets or exceeds code accepted design values for. the application,
span and loads listed
It should be noted that project construction. documents were not reviewed 1iy Trus Joist
(TJ).. Engineering and the. application, .span and loads listed on the attached calculations
w=,proviided by'others.. The Professional Engineer's seal on this letter solely indicates
6&41*allowable productyalues shown are in accordance with current TJ.=te Wq,and
code accepted design vclues..
Thank you for your interest in our products.. Please contact us at (949) 616-..1600 if: we_
may be of further assistance.
sinc,�rely,,
RECEIVED
CO
cc No. 695 n 2 0 20001
- * Fxp.12-31 11 t r
G. J. MURPHY CONSTRUCTION
.. , �-�F CAL1���
Shawn P. Kelley
Product Engineer RECEIVED RECEIVED
. Attachments: (1) TJSizing Calculations (14" TR/L65) JUL.. � 5 2009
Ails 0..9 2001
G. J. MURPHY CONSTRUCTION G. J. MURPHY CONSTRUQTION
27042 Towne Centre Drive, Suife 200 foothill Ranch, Colfi nlo.92610 • Phone 949.616.1600 • Fax 949.616.1616 '