0311-170 (AR)Ix
x
#
City of to QUiilta
Building ;at .Safety_DWion
P.O. Box 1504, 78-49'5, Calle Tampico
La Quinta;,CA 92253,-"(760) 777-7012
.Building Permit Application and Tracking Sheet
Permit#t
S
Project Address: `7_gi5ZI p,4-Ommer's
Natne:
A. P. Number
Address:Z
Leal Description:
City.-sT,'Zip: tA 1 (�Al qzg y
Cont r.
FTt:lephones �3 3 -02%
Address:
4roject Description: A—W
City, ST. Zip:
Telephone:
State Lic. # : City Lic. #:
Aich., Engr., Designer
-
Address:
+
City, ST, Zip:
x
Telephone:
.., .. ,r„y.: _ •.T
� _'
lr
Con coon Type: Occupancy:
State Lit. #:
. project, (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft : # Stories:
N Units:
Telephone # of Contact Person:
imated Valueof Project:
APPLICANT: 0 'NOT RITE BELOW THIS LINE
ss.
Submittal
Req'd
Reed
TRA C G
PERMIT FEES
Plan Sets
Plan Check submitted
Amount
Structural Cake.
Reviewed. ready for corrections
11 /(!
Pian Check Deposit
Truss Cala.
Called Contact Penn
��.14• . `
Plan Check Balance •
7(�,.
Energy Cults.Plans
picked op
=„r”
COUstruction
Flood plain plan
Plats resubmitted
Mechanical
Grading plan
Y' Review, ready for corrections/issue
lectrical
Subcoutactor Lut
Called Contact Person
Plu ing
ZZ -S
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for correetionslissue
Developer Impact ee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fccs
Total Permit Fees
2¢6.56
or-
OWNER/BUILDER INFORMATION
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the City or County. They are also required by law to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception -of .various trades that you plan to subcontract, you should be
aware of the following information for your benefit and protection:
If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
If you are an employer, you must register with the State and Federal Government as an employer and you are subject
to several obligations including State and Federal income tax withholding, federal social security taxes, worker's
compensation insurance, disability insurance costs and unemployment compensation contributions.
There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with
respect to worker's compensation insurance.
For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if
you wish, the U.S. Small Business Adminstration). For more specific information about your obligations under State
Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed. contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/ Builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally.
Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors -may be obtained -by -contacting the Contractors' -State License Board in-your—
community or at 1020 N. Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of
these matters. The building permit will not be issued until the verification is returned.
Very truly yours,
CITY OF LA QUINTA
DEPT. OF BUILDING AND SAFETY
78495 Calle Tampico
La Quinta, CA 92253
(760) 777-7012
FAX: (760) 77.7-70d 1/
(SVGNER"S S)GNAXM/DATE
�V&oc6uj
PROPERTY ADDRESS
PERMIT.NUMBER(s)
, .Service You Can Count On
Unparalleled Our, goal is to help you build solid, durable, and comfortable homes by providing strong technical
t Technical support to specifiers, dealers, and builders located throughout North America. With a staff of
Support over 175 Trus Joist technical representatives, we are uniquely prepared to train our partners in
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software framing plans, and installation details. a
ry ,: TJ-YardMateTIM produces inventory solutions and cut lists for each home package with the least amount of cutting
' software and waste.
Our support doesn't stop there. Ourlskilled team of Trus Joist representatives—the industry's largest—isn't afraid to get involved and
make things happen. Ifyou call us with a problem that you believe may be caused by our products, our representative will contact you
`within one business day to evaluateithe problem and help solve it—GUARANTEED.
''Product
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. Silentf 1®or,, �U TimberStrand. �U Parallama Microllam.
t i 3• i
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:{IIIGw14:
16 Roof Span Table
Trus Joist • TWO Joist Specifier's Guide 2025 • March 20041 ^' +-
Maximum Horizontal Clear Spans—Roof
- 110
91h" 210
230
110
210
11W 230
16'-1° 17'-3' 15'-3° 17'-4' 15'-6° ' 16'-8' 15'- 0° 15'-5° 14'-1' 14'-2° 13'-4°
Ti' 1° 1-4_-T 16'-2° 18'-4° 16' 5°_, 17'_8" 15-10° 16'-6° 14-11° 15'-7° 14'-2°
17'-7° 18'-10° 16'-8° 18'-11° 16'-11° 18'-2° 16'-4° 17'- 0° 15'-4' 16'-1° 14'-7°
19'-3"20'-7" 18' 3" 20'_3° _18'-6 ! 19'-1 17'-11° 17',4" 16'-8° 16,-00 15'_5°
205' 21'-10° 19'-4' 21'-11' 19'_8" 20'-11° 18'-11° 19'-01_17'-10" 17'`6° i6'-11
21'-1' 22'-6' 19'-11° 22'-7' 20'-3°-!_ 21'-8° 19'-6° 20' 0° 18' 4°18' 5' 17'-5-
360 26'-1° 23'-3° 24'-10' _22'-0°sko 24'-11' 22'-4° 24'- 0' 21'-7* 22'-5' 20'-3' 21'-2° 19'-3' F - - -- - - - '
26'-9°' � 28'' -7° - 25'-4°' 28'-8' 25'-9° 27'-7° 24'-10° 25' 9° -23' 4' 24 4'Y
19.2" 110
24'-6°
210_
_
Design
Live Load (LL) and Dead Load_(DL) in PSF
360
29'-7°
-
0.l . Depth
p
TJI®
28'-8'
Non -Snow (125%)
_ _
16"
360
32'-10'
Snow
Load
Area (1150%
16'-9°
91h" 210
eon
17'-9"
Spacing
26' 5' 28':F-_25-9°"_
20LL ± 15± DL 20LL + 20DL
25LL
+ 15DL
30LL +
15DL
40LL ++ 1501
50LL +
15DL
21'-8'
25'-2'
30'-4'-_ 32'-5' 28'
_ - -
Low High Low
High
Low
High
, Low
High
Low
High
Low
High
19'-8-
20'-9'-f
110
19'-3'
17'-2" 18'-4°
16'-3'
18'-5'
16'-6°
17'-9°
15'-11°
16'-7°
15'-0'
15'-6°
14'-3°
91h"
_ 210
_. _20'-_5' -_18'-2'_x19'-5'17'-3"
14'-4°
15'-2°
19'-6'. __1 7'-6°
.;.. 18'-9°_
16'.11'
1T-7°__
15'-1-11'
15'-10°
16'-11°
15'- 0'
230
21'-0'
18'-9° 20' 0'
1T 9°
20'-2°
18'-0°
19'-4°
17'-5'
18' 1°
16'-4°
_16'-71__15'_1"_
17'-1°
15'-6°
22'-0°
• 19'-9°
_,_ 20'-11'
19'_1°
19'- 0°
17'-11°
17'_6°
16'-11°
110 23'-0° 20'-6" 21'-11° 19'-5°
17'-2° !
18'-2'-t
210
24'-4°
21'-9° 23'-3°
20'-7^
23-4°
20'-11° ' 22'-5°
220'-2°
-20'-10_
20'-10°
19'- 0°
19'-2" -_18-7"
18'__0"
11%11
230
^25-1°
222-5 23'-11°
21'-3"
24'-1°
21'-7
23-1°
V23'-0°
21'-7°
19_7'20
33°
'360
27'-9°
24' 9 26'-5'
23'-5°-
26' 7"�-23'
10°
25'16°
23'-117
21'-7°
22'-7°
20'-6°
560
31'-11°
28'-6° i 30'-5°
27'- 0°
30'-7°
27'-5°
29'-5°
26'-5'
27'-6"
24'-10"
26'- 0°
23'-7°
16"
110
26'-3°
23'-5' ` 25'- 0°
22'-2"
24'-1'
�,. 22'-9"
21'9°
20'_8_
199-11' i
19'-1'
18'-5'
_
210
2T 9"
24'-9' 26'-5°
23' 5°
26' 5°
_22'-6-
23' 9°
_ _
25' 0°
22' 11'
22' 8°�21'
7°
20' 11°
20-3°
14"
230
28'-7°
25'-6° 27'-2"
24'-2°
27'-4°
24'-6'
26'-4°
23'-8'
23'-11°
22'-3"
22'-0°
21'-1'
36031,6°
28'-2° 30' 0°
26'-8"
30'`2°
• 27'_11,29'-01
26'_1'
2T-2°
24'-7°
25'-8°
23'-4"
560
36'-3°
32'-4° 34'-6'
30'-7°
34'-8°
31'-1° 33'-4°
30'-0'
31'-2°
28'-3°
29'-6'
26'-9°-`
28A' 26'-5* 26'-9'
29'-10' 27_2 28'-2'
25'-6'
26'-3°
24'-3'
25'-7°
23'-4-
24'-7*
22'-4-
23'-7'
21'-8-
22'-10'_
_210 30' 9° 27' 5° I 29 4° 26' 0°
230_ 31'-8°_ 28'-3' 30'-2' 26',9'
16„
360
_
34' 11'
31' 2' 33'-3°26'-
33'-5°
30'-0'
32'-2° _
28'-11
30'-l"
27'-2' t
26'- 0"
25'-10"
560
40'-1°
35'-9' ' 38'-2"
33'-11"
38'-4'
34'-5'
+ 36'-11°
33'-2°
34'-6'
31'-3° 1
31'-8'
29'-8°
- 110
91h" 210
230
110
210
11W 230
16'-1° 17'-3' 15'-3° 17'-4' 15'-6° ' 16'-8' 15'- 0° 15'-5° 14'-1' 14'-2° 13'-4°
Ti' 1° 1-4_-T 16'-2° 18'-4° 16' 5°_, 17'_8" 15-10° 16'-6° 14-11° 15'-7° 14'-2°
17'-7° 18'-10° 16'-8° 18'-11° 16'-11° 18'-2° 16'-4° 17'- 0° 15'-4' 16'-1° 14'-7°
19'-3"20'-7" 18' 3" 20'_3° _18'-6 ! 19'-1 17'-11° 17',4" 16'-8° 16,-00 15'_5°
205' 21'-10° 19'-4' 21'-11' 19'_8" 20'-11° 18'-11° 19'-01_17'-10" 17'`6° i6'-11
21'-1' 22'-6' 19'-11° 22'-7' 20'-3°-!_ 21'-8° 19'-6° 20' 0° 18' 4°18' 5' 17'-5-
360 26'-1° 23'-3° 24'-10' _22'-0°sko 24'-11' 22'-4° 24'- 0' 21'-7* 22'-5' 20'-3' 21'-2° 19'-3' F - - -- - - - '
26'-9°' � 28'' -7° - 25'-4°' 28'-8' 25'-9° 27'-7° 24'-10° 25' 9° -23' 4' 24 4'Y
19.2" 110
24'-6°
210_
26'-0°
14" 230
26'-10'
360
29'-7°
560
34'-0'
210
28'-8'
230
29'-9°
16"
360
32'-10'
560
37'-8'
110
16'-9°
91h" 210
eon
17'-9"
,o. o•
24"
22'- 0'
22'-9°
20'-10°
22'-0°
20'-11' 1
20' 9°
19' 10'
18'-10°
18'-2°
17'- 0°
16'-10" '.
23'-3°
24'`10°
22'-0°
24'-2°
25'-5°
- 22'_4° i
23'-0° it --2
22'_10°
21'-7°
22'-3'
20'-8-8'
21'-10°
19'-11°
20'-11°
18'-10_18'-5°
20'-1°
-1
19'-5°
23'-11' 25'-7° 22'-8°
26' 5' 28':F-_25-9°"_
17'-4" -
-T 28'-4'
32'
25' -1
__i9'_ -2_'.=3V_4;__28
29'-2'�'
27'-3°
31'-4°
24'-6°
-F_
28'-2'
`25' 6°
29'-3'
23'-l'
26'-6" ;
21'-7' -
26'-5°
21'-8'
25'-2'
30'-4'-_ 32'-5' 28'
25'-9°
26'-9'
24'-5°
25'-10'
27'-3'
24'-6°
—25'-6' ?
24'-5°
25'-9'
23'-4°
24'-7°
22'-1'
23'-4'
21'-4'
22'-6°
18'-10°
21'-2-
19'-8-
20'-9'-f
26'-7" 28'-2' 25'-2"
29 i 31'`3'
33-7- I •35'-10°
i27'-9"
31' 10°
31'-5'
-36'-0'
28'-2' 30'-2
32'-4'
34'-8°
27'-2'
31'12°
25'-7'_
31'-3°
25`-3'
- 29' 4°
21'-7°
21'-8°
14'-11° 1
15'-11°
14'-2°
16'-0°
14'-4°
15'-2°
13'-10°
13'-9"
13'-0'
12'-8° .,
12'-3°
15'-10°
16'-11°
15'- 0'
17'- 0°
15' 3°
16' 4°
14' 8°
15'-1°
13'-10°
13-11°
13'-1°
16'-4'
17'-5'
15'-5'
17'-6"
15'-8" !
16'-10°
15'-2°
15'-8°
14'-3°
14'-8°
13'-6-
17'-10' 18'-9' 16'-11°
18'-11' 20'-2' 17'-11°
18'-1'
19'-10'
17'-2° !
18'-2'-t
17'-1'
18'-9'
16'-4'
17'-7'
15'-6°
17'-011fi
14'-11°
13'-7°
15'-0'
13'-10'_'
15'-2° J
117h" 230
21'-10°
19'-6'
20'-10'
18'-5'
20'-11'
18'-9' !
19'-9"
18'-1'
17'-11'
17'- 0° 16'-6°
16'- 0'
360
24'-1°
21'-6°
23'- 0"
20'-5°
23'-1'
X20'-8°
22'-2°
20'- 0°
20'-5°
18'-9'
17'-3°
17'-4" -
560
27'-9°
24'-9'
i 26'-5°
23'-6°
26'-7'
23'-10° i
25'-6°
23'- 0°
23'-10°
21'-7°
21'-1°
20'-3"
110
21'-10°_-
20'--4'
20,_4!_
19'-1" _
19'-8'18'-8"
-
18'-7°
17'-9°..
16_0' _
16'-3'
13'-7°
14'-2°__
1210'-
. 24'- 0° "
21_-6'
_ 22'-4°
20'-5'
21'-7° _
20'-6 !
20'-4°
19'-6-
17'-10°
17--g-,
15'-0"
15' 8° ;
14" 230
24' 10'
22'-2'
23'-7"
21' 0° _
22'-9'
21'-4:
21'-6'
20'-6°
19'_6°
18'-9'
16'-1 ° `
16'-7'
360
27'-5'
24'-6'
26'-1'
23'-2'
26'-3'
23'-6' ?
25'-0'
22'-8'
20'-5'
20'-2°
17'-3'
17'-4-
560
31'-6'
28'-1°
30'- 0'
26'-8'
30'-2'27'-0*
29'- 0'
26'-1'
24'-11°
23'-7'
21'-1'
20'-3°
210
16" -230
'-8°
23'-11°
23'-11°
22'-4°
23'-1°
21'-11° ;
21'-9°
20'-10°
17'-10°
18'-3°
15'-0°
15'-8°
25'_2'
23'-3°
24'-4' .
23'-1'' '
+25'-0°
23'- 0°
- 22'- 0° _
20'-0°
19'-4°
16'-11'16'-7'
_
'-4°
27'-1°
28'-11°
25'-8°
28'-2'
26'-l'
24' 1"
20' 5"--
20'-2°
17'-3"
1T 4°
-10°
31'-2° i
33'-2°
29'-6°
33'-4'
29'-11° ;
30'-6°
28'-3°
24'-11°
23'-7'
21'-1°
20'-3°
See page 17 for General Notes and information on how to use this table
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
• ,. r,r y�;. � 4•s.7 k,.c �s �>' to �'r. x::
r
. .. a ... ,
,18 hoof Framing
K
Trus Joist •TJI® Joist Specifier's Guide 2025 • March 2004WARN(NGg`
/orstssare unstable untrl
late�allyfib a d,;
See, warning notes
`
5afet laced
Y bracing ( 1x4 minimum) P
"t
at'Von-center (6' on -center for TJI®
HS . YS • 110joists) and extended to a braced
R10 end wall. Fasten at each joist with
two 8d (21/2") nails minimum.
} ;,. ' s
Y z
� !A•rsY 'psis, �: � .R _. � n
R5, R3
$�$ , M-T-'
iy its . 7 Joists must be laterally supported at
d e R1 cantilever and end bearings by -shear
f• ^_;. O blocking, hangers, or direct attach
<fikdi ment to a rim board or rim joist
r
ORio See
ALLOWABLE
r HOLES on page 11
General Notes
• Unless otherwise noted, all details are valid to a maximum slope of 12/12.
• Web stiffeners are required if the sides of the hanger do not laterally
support at least 3%' of the TJI® joist top flange.
TJI® Joist Nailing Requirements at.;Bearing-
TJI® Joist to Bearing Plate TIcLq4ing_to-Bearing'PIate
End Bearing In term, ediate.Behring
(1314" minimum bearing required) (31h" minimum bearing iequlred)
4 Tom, w - 1iNf
v w , . fr, �4�yfy" � • 1
8d (2W') box nail,. :?F°
one each side, IY2"
minimum from end
Slopes 3/12 or less: Trus Joist vimboa ,
One es (2k") box nail each side (see Detail R� Toenail with 10d (3") box nails at 6" on -center
or 16d (3W') box nails at 12" on -center
Slopes greater than 3/12:, TJI® Joist blocking:
Two 61 (2Y2") box nails each side, plus: a -,twist 10d (3") box•nails at 6" on -center
strap and backer block. See Detail R75.
Shear transfer nailing:
Use connections equivalent to sheathing nail
When slope exceeds O"per foot, a beveled bearing plate, variable slope seat connector, or birdsmouth cut (allow schedule
end of joist only) is required
No field cut Minimum distance from Table A
holes in Minimum distance
hatched zones I from Table A
6" 0 O
CAllowable Holes X11
Trus Joist • TWO Joist Spi5c— er's Guide 2025%March 2004
Minimum distance from Table B
Minimum distance
irum moic v 1'h" hole may be cut
anywhere in web out-
iw� O side hatched zone
6"
6" L 2 x Di Di Lz 2 x Lz g" 6" Do not cut holes larger
minimum minimum �z thanl�fi"in cantilever
(applies to all holes
except knockouts)
Table A—End Support
Minimum distance from edge of hole to inside face of nearest end support
Table B—Intermediate or Cantilever Support
Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support
Depth
P
TJIe
18 Round Hole
Size
® Square or
Rectangular Hole
Size
s
Depth
Tile
-
2"
3"
4"
51h"
8'%"
11"
13"
2"
3"
4"
6b4"
87A"
11"
13"
110
1'-0°
1'-6°
2'-0°
5'-0°
_
1'-0°
1'-6°
2'-6°
4'-6°
91h"
210
,_-0 '-.--1
1'-0'
1'-6'
-- --6°
2'-0°
-2'- _
5'-0°
_ -_._.
1'-0°
2'-0°
2'-6'
5'-0°
23
--'-0-
'
2-'-0°
5-'- 6- °
_. _
...
- -
1'-0°
2'-0° -
-3 '_'-0 _°-.._._5'-0°
_ _
7'-6'
__
110
1'-0'1'-0:
1'-0°
i'-0,
2'_6'
�2'-6'-
5'-0°
1'-0'_
1'-0'
1'-6'
�4'-6'
6'-0°
210
1' 0'-
1' 0'
1' 0'
4'-6'
S' 6
1' 0°
V-0"
2'-0'
5'-0'
6'-6
11'%"
_230
1'-0'
1'-0'
1'-0'_3'-0'
_
6'-0'
11'-0°
1'-0°
1'-0'
2'-0°
5'-6°
7'-0'
11'-0-.
12'-0*
_ 360
1'-0°
1'-0° __1
1'-6'
4'-6-
7'-0' --
- -
-
1'-01 _
1 1 -0'-2'
6'�6
=6°
-7'-6°
5'-0°
9'-0'
12'-0'
560T
1 V-7-
1'-
1' 6°T
5' 0°°-
870°
7
,_0°
-2,_0°
- 3,-6e
.-7,-0°
`8'--0'-
'-0'--,-.-_-.110
6_-0°
OA'
12'-6'
110
1'-0'
l'-0°
1'-0°
1'-0°
2'-6'
5'-0°
10 -
1'-0°
1'-0°
1'-0°
3'-6°
6'-0°
8'-0°
13'-0_-�
210
V-0'
V-0'
1'-0°
1V--0°
3-0_6'-0'
8,6°
1'-0°
V-0°
1'-0'
_4'-0'
6_6°
8'-6°
14"
230
1'-0'
1'-0'
1'-0° -
1'-6'
_ 3'-6° _
6'-6'
13'-6°
1'-0°
-1'-0'
_i'-0° -
1 "-0'_
4'-0' --
10'-0°
9'-0°
15'-0°
210
1'-0'-
1'-0'
2'-6_
5'-6-
8 0"'
5'-6°
9'-6'
1'-0°
1'-0'
5'-6'
_7'-0°
8,-0°-
-' 9,-6°
12'-6'
15'-6'
560
1'-0'
1'-0°
1'-0°
2'-6'
6'-0°
9'-0'
6_66
1'-0°
1'-0°
1'-6°
6'-6'
9'-0'
10'-0'
13'-0'-__16_0.
64'-6'
17'-0° `.
210
l'-0'
1'-0°
1'-0°
1'-0°
1'-6°
3'-6°
6'-0°
1'-0°
1'-0°
1'-0°
2'-6°
6'-6°
8'-0"
10'-6°
16.,
230---1r
Q"
- ---1'-0°- ...:1
�-0°_ ....1�-0"
Y
,2'-0_
^4' 0°_
6'-6°
1'-0". _
_ 1'-4" _.
_ 1'-0".-3'-0°
��-0 ��
11'-0°
360
1'-0°
1'-0°
1'-0°
V-0'_
3'-0'
6'-0°
9'-0°
1'-0°
1'-0'
l'-0°
4'-0°
_9'-0°.
10'-0'
_
11'-6°
560
1'-0'
1'-01
1'-01
1'-0°
3'-0'!6'-6'
10'-0°
1'-0°
1'-0°
1--0.
5'-0'
_9'-0°
10'-0°
Table B—Intermediate or Cantilever Support
Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support
Depth
P
TJIe
_ Round Hole
Size
Il Square or
Rectangular Hole
Size
s
2"
3"
4"
6'fe"
8,%"
11"
13"
2"
3"
4"
6,fe"
8,/e".
11"
13" �
_ 110
1'-6_ _
2'-6° _
3'-00
7'-6' _
_
1'-6°
2'-6°
3'-6°
6'-6°
210
2' 0'
2' 6' _-3'
6°
T 6'
-
2' 0°
_
3'-0°
4'-0'
7'-0'
230
2'-6°
3'-0'
4'-0'
8'-0'
2'-6°
3'-0°
-4'-6'
_ _
7'-6'
110
1'-0'
1'-0°
1'-6'
4'-0'
8'-0'
1'-0'
1'-6°
2'-6°
6'-6'
9'-0'
210
1'-0'
1'-0'
2'-0'
4'-6'
9'-0'
1'-0'
1'-0" .
2'-0°
_ 2'-6°
3'-0°
3'-6'
7'-6°
8'-0°
10'-0'
10'-0°
117Y 230 1'-0' 2'-0' 2'-6°__67F_ 9'-6°
_ _3-'_0'_ - - ---
360
2_0
4'-0°
7'-0°
11'-0°
2'-0°
X-0'
3'-6°
4-6' -
5'-0'
-6'-0'
-9'-6' ^
10'-6'
11'-0-.
12'-0*
560 1'-6' 3'-0° 4'-6° 8'-0° 12'-0'
110
1'-0'
1'-0°
1'-0' .
2'-0°
4'-6°
8'-0°
1'-0'
1'-0'
1'-0'
5'-0°
9'-0'
12'-0'
_ 210
1-0'
1'-0'
1'-002'-6'
5'-0' _
9'-0'
1'-0'
1'-0°
-1'-0,—'2'-6'-
2'-0'
6_-0°
OA'
12'-6'
14"
fib-
'-0'
1'-0'1
0'
3'-0'
_5'6"
S'-6°
10 -
_
#1' 0°~
_1
6' 0
10'-6
13'-0_-�
360
1 A.
1' 0°
2' 0°
8,6°
_12'_6°
1',0°�-2'_0'__4'_6
-1'-0°
�0-'-9--'-0'-
"12'
014,-0'
560
1'-0°
1'-0
1' 6'-'S'
6'
9' 6°
13'-6°
3'-0°
5'-0°
10'-0°
13'-6°
15'-0°
210
1'-0°
1'-0'
1'-0°
1'-0°
3'-0'
5'-6°
9'-6'
1'-0°
1'-0°
1'-0°
4'-6°
9'-6°
12'-6'
15'-6'
1'-0'
1'-0'
1'-0°
1'-6'
4'-0+_
6_66
1_0'
V -0'-_i'-0'
1_-_0°_
1'-0'
2'-0
5'-0'
T-6'
10'6°
13'-0°
13'-0'-__16_0.
64'-6'
17'-0° `.
16" -230 _10'_6°
360 V--0'__ 1'-0' 1'-0' 3'-0' 10'-0' 13'-6'
_ .
56J7
0'
1' 0'
1' 0°
�2'-6'
Y6'-6'
T-0°
,11'-0'
15'-0°
- 1'-0°
1'-0°-
- 3 6'
9'-0' -
14'-6'
16'-0'
18'-0'T`
Rectangular holes based on measurement of longest side.
How to Use These Tables
1. Using Table A (end support) and/or Table B (inter-
mediate or cantilever support), determine the hole
shape/size and select the TJIe joist and depth.
2. Scan horizontally until you intersect the the correct
hole size column.
3. Measurement shown is minimum distance from
edge of hole to support.
4. Place the hole so that the required minimum
distance from the end and the intermediate or
cantilever support is maintained.
General Notes
• Holes may be located vertically anywhere within the
web. Leave 'A' of web (minimum) at top and bottom
of hole.
• Knockouts are located in web at approximately 12°
on -center; they do not affect hole placement.
• For simple span (5' minimum) uniformly loaded
joists meeting the requirements of this guide, one
maximum size round hole may be located at the
center of the joist span provided no other holes
occur in the joist.
• Distances are based on the maximum uniform loads
shown in this guide. For other load conditions or
hole configurations use TJ -Beam® software or
contact your Trus Joist representative.
wl
1c,0' --d I _
Approved -by; Reso7 5c,
0 Planning Commission
V
ity Councilommunit Dev. Dept.
Initials tM
Case No. AUR
Exhibit.
O With Conditions
CONSTRUICTMN MRS
October 1st - April 30'
Monday - Friday.. 7:00 a.m. to 5:30 p.m.-
Saturday: 8.00.m. ato 5;00 p -M.
Sunday: None
Government;Code Holidays: Noe �
May 1st.- Vrer 30th
Monday; ;6:00 a.m. to 9:0 kwn
..
Sunday: None'.
Gov eer' n lent Code Itlolidaysi None
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&4VA &e, 1T_1 C0J
Cons don is NOT PERMITTED. �
on the following Code Holiday
Ne .. Year's Day
Dr. Martin Luther King Jr. Da
Pr sident's Day
M odal Day
In pQnde,nce Day
La or Day' O
Ve Aran's:Day
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APPROVED.
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CITY OF LA QU:INTA
BUILDING & SAFETY'DEPT.
FOR CONSTRUCTION
DATE BY