BELC2014-103578-495 CALLE TRIMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: BELC2014-1035
Property Address: 78271 HIGHWAY 111
APN: 604050061
Application Description: ELECTRICAL FOR VONS
Property Zoning:
Application Valuation:
.Applicant:
BRIGHTSIDE ELECTRICAL SYS
c&t�p 4 4 Q"Kro
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: _ License No.: :LIC -762439
ate: Contra or:
OWNER'BUILDERDE
ON
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) 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 and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or'improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within 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.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for'
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/10/2014
Owner:
HARSCH INV REALTY
1121 SW SALMON ST 4TH FL
PORTLAND, OR 92253
Contractor:
BRIGHTSIDE ELECTRICAL SYS
Llc. No.: :LIC -762439
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 issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number: _
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 forthwith
comply th those provisions.
Dat . App ici ant:
WARNING: FAILURE TO SECURE WORKERS' CO ION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
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 any permit
issued as a result of this, application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City 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 information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above•
mentione roperty for i pection purposes.
Date: ignature ( plicant or Agent
DESCRIPTION '•
FINANCIAL INFORMATION
ACCOUNT u
QTY AMOUNT
PAID
PAID DATE
DEVICES, FIRST 20
101-0000-42403
0
$24.17
$24.17
10/10/14
PAID BY . '
" METHOD
RECEIPT #
CHECK #
CLTD BY
BRIGHTSIDE ELECTRICAL SYS
DEBIT
R1943
MFA
DESCRIPTION
ACCOUNT „
QTY
AMOUNT
PAID
PAID DATE
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
$24.17
10/10/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
BRIGHTSIDE ELECTRICAL SYS
DEBIT
R1943
MFA
Total Paid for ELECTRICAL: $48.34 $48.34
DESCRIPTION x
ACCOUNTQTY
AMOUNT' •
PAID
PAID DATE
PERMIT ISSUANCE.
101-0000-42404
0
$91.85
$91.85
10/10/14
PAID BY
METHOD"
RECEIPT #
CHECK # '
CLTD BY
BRIGHTSIDE ELECTRICAL SYS
DEBIT
R1943
MFA
Total Paid for PERMIT ISSUANCE: $91.85 $91.85
$140.19 $140.19
Description: ELECTRICAL FOR VONS
Type: ELECTRICAL
Subtype: Status: SUBMITTED
Applied: 10/10/2014 MFA
Approved:
Parcel No: 604050061 Site Address: 78271 HIGHWAY 111 LA QUINTA,CA 92253
Subdivision: PM 19028
Block: Lot: 3
Issued: .
Lot Sq Ft: 0
Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $0.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details: INSTALL 2 - 220 120 VOLT CIRCUITS IN VONS SHIPPING ARE FOR DUPLEX PLUGS
Printed: Friday, October 10, 2014 12:45:56 PM 1 of 2 Effm__.._
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED
DATE DATE
RESULT REMARKS NOTES
ELECTRICAL FINAL"
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
-BY
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
$24.17
10/10/14
R1943
DEBIT
BRIGHTSIDE
MFA
ELECTRICAL SYS
Total Paid for ELECTRICAL: $48.34 $48.34
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$91.85
10/10/14
R1943
DEBIT
BRIGHTSIDE
MFA
ELECTRICAL SYS
Total Paid for PERMIT ISSUANCE: $91.85 $91.85
$140.19 $140.19
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED
DATE DATE
RESULT REMARKS NOTES
ELECTRICAL FINAL"
PARENT PROJECTS
BOND INFORMATION
Printed: Friday, October 10, 2014 12:45:56 PM 2 of 2 Caw--- -
Bin #
Permit #
"Project Address:
C -lat�oftaQuinta
Building 8I' Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012.
Building Permit Application and Tracking Sheet
S Owner's Name:
Rcq'd
S
Address:
Leges] Description:
s S s
City, ST, Zip: S L �Z f
Contractor:iQ
Address: -
Telephone: —
Project Description:
City, ST, Zip: Le 2
c)
Z — C 1 -
Telephone:
:,:<:;;:.; :>;:::< >i ;<z:>.;;»:.:;.:>:
All yftA
Statc Lic. #:
City Lie. C
Arch., Engr., Designer.
Truss Cala.
Address:
Called Contact Person
City., ST, Zip:
fele hone:
P
><;;>:<z:.;::>>
......................
Construction Type: Occupancy:
3tate Lie. #:=
Construction
. Project type (circle one): News Add'n Alter Repair Demo
lame of Contact Person:
S R&
-sq. FL:
# Stories:
#Units:
Celcphone #,of Contact Person: t 9
Estimated Value of Project: S
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Ree'd
TRACKING
PERMIT FEES.
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cala.
Called Contact Person
Plan Check Balance.
Title 24 Cala.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections%ssue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
M.O.A. Approval
Plans resubmitted
Grading
rN IiOUSE:-
''d Review, ready for correctionsrissue
Developer Impact Fee .
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
"
Total Permit Fees
G29
City, of La Quints
BAUng 8L Safety Division
P.0 Box 1504,-78-495 Calle Tampico
ta.Quinta, CA 92233 -:(760) 777-7012
Buiiding Permit' Application and Tracking Sheet
Permit ;#��-i
Proms Address: 2 r7z
Ownees Name:. 3701177
A. P. Number.
Address: - l S iG Gi i //i a ltd ..
Legal Desxiption: z/�44,,( ftp C.
City, ST, Zip: • �, �� g/oe ,7
Contractor. Q /!
Telephone:
Address: (.✓ l5 -s. i
Project Description:
City, ST Zip: pp
Telephone e 3f -e o3 0,
a r C/ -le-
.eState
StateLie. #: - 6i7rM City Lia. C,
Arcfi., E,gr., Designer 4a,0Ar - t e, 2
-Adm
City, ST. Zip:9/ 7ij—
12-000VI
Telephone: ?-3 7Q31
Con4trttdionType: -7 Occupancy:
State Lic. #: /— C - A 12--116!
Name of Contact Person: C ,r t qr H e� L .
Project type (circle one): New (Add 'n Alter Repair Demo
Sq. Ft : S19 #Stories:
Telephone # of Conrad Person: 1. 2 3 7 G" 3 ?f
Estimaw Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS UNE
N
Submittal
Req'd
Rec'd
TRAC MG PERMIT FM
Pign Sets
3 IPlan
Cheek submitted �0 /l1r It® Amount
Structural Cala.
Reviewed, ready for corrections Plan Check Deposit. .
Truss Cala.
Called Contact Person O Plan Cluck Balance •
Title 24 Cales.
Pians picked up Construction
Flood plain plan
Plans resubmitted � Mechanical
Giadiog plan
E'! Review, ready for eorreetio iritic Electrical 4k
Subcontaetor List
Called CoutactPerson At Plumbing
Grant Deed
Plans picked on S bLL
H.O.A. Approval Plans resubmitted Grading g .�
IN NOUS$ - '•'Review; ready for eorreetionalisaae Developer Impact Fee
Planning Approval Called Contact Person A.I.P.P.
Pub Wks. Appr Date of permit issue �L ,Z�
School Fees
Total Permit Fees (p 3•
/01-75112- !o/a& e&
i112U =�IOAAX�K dA"L`- !�-/� P2- 4 �ziu.
`iiL WOOD SCREWS: Reference Lateral Design Value
for Single Shear (two member) Connectionsl,2,3
for sawn lumber or SCL with both members of identical specific gravity
7
..'..,.
U
Z
N
pe J
O N
15
06
iu
m
nmo
m
m
m
m
E Em
mi
�
;°: •.'m� ,i-F66G3-
Em
•o'0
0
u? drm
o
6
v0
0
v m LL
o=
v
of
o2
�E�?
tN 2 C6 0
rE
coof
:;:.:..:
`�oN
$O z
U�
m
0z
..rn
In. -
lbs.
lbs.
lbs.
lbs.
lbs.
lbs.
lbs.
lbs.lbs.
lbs.
0.138
6
88
67
59
57
53
49
47
41
40
38
0.151
7
96
74
65
63
59
54
52
45
44
42
>:
;0.164
8
107
82
73
71
66
59
51
500
48
gonNAi,''4Q5'LbxV.
q61
6r
,Z
f.'
}
V
,_
-0;242
14
168
133
120
117
110
102
99
87
86
83
0.138
6
94
76
66
64
59
53
52
44
43
41
0151
gn1At
7
961
104
.'°3
83
A
fi` S^
72
i80 �
70
7v
64
58
56
48
47
45
9f
L
1�
0.216
12
173
133
117
.�
114
106
97
95
82
80
77
0.242
14
184
142
126
123
115
106
103
89
87
84
:.314
0138
0§1
6
94
�r, '
79
87
72
E-11
71
65
58
57
47
46
44
�n
0.190
10
153
122
107
103
95
86
83
71
69
66
0.216
12
192
144
126
122
113
103
100
86
84 ..
80
1
0.242
C of
14
65.41
203
1-4,%9
154
135
131
7
4
122
111
108
93
r�6..
91
87
`I}
v'.ya--•a.C�
10
H
F-
0.177
9
142
118
108
106
100
94
90
75
73
70
0.190
10
153
128
117
114
108
101
97
81
.78 : ,
.75
0.216
12
193
161
'r 7i8-- M
147
�t -
143
'
_ 131
's�# U
118
� 2.0--
11_4
2
96
t1 2
93
a4fa"t�
89
a
7-114
.13g
9g
7. a
2
1
7'
:.
MIC
N A x
"
Z
0
4
M66
0.164
8
120
101
92
90
85
80
78
70
68
0.177
9
142
118
108
106
100
94
92
82
80
78
0.190
10
153
128
117
114
108
101
99
88
87.:
84.
:
0.151
7
104
87
80
78
74
69
68
60
59
57
0.164
8
120
101
92
90
85
60
78
70
68
66
0.177
0
'26I
9
142
•118
18
108
106
e 4N: �
1.00
�
1$
94
4d� "�
2
92
99�
82
X88
'80 ."'
78
Q
9 T
84"
93
47
_
2-
213
�a8
ls3 `.�
$_ ` �'�_1,5
-V38f
123,,±�
1-3/4
R1B
, 6.x
0.151
7
104
87
80
78
74
69
68
60
59
57
0.164
8
120
101
92
90
85
80
78
70
68
66
0.177
9
142
118
108
106
100
94
B -Q25
92
82
80
78
ME
x151;9''
1. Tabulated lateral design values (Z) shall be multiplied by all applicable adjustment factors (see Table 10.3.1).
2. Tabulated lateral design values (Z) are for rolled thread wood screws (see Appendix Q inserted in side grain with nail axis perpendicular to wood fibers; minimum
screw penetration, p, into the main member equal to IOD; and screw bending yield strengths (F,b): F}b = 100,000 psi for 0.099" <_ D:9 0.142";
Fsb = 90,000 psi for 0.142" < D:5 0.177"; F,b = 80,000 psi for 0.177" < D!5 0.236"; Fyb = 70,000 psi for 0.236" < DS 0.273"
3. When 6D 5 p < IOD, tabulated lateral design values (Z) shalt be multiplied by p/1013.
AMERICAN FOREST & PAPER ASSOCIATION
Complies with the 2006 International Building Code (IBC)
Screw Table Notes
1. Capacities based on section E4 of the AISI 2004 Specification. See table on page 5 for design thicknesses.
2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of
equal thickness are connected.
3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0.
4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d)
5. Screws are assumed to have a center -0f -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw.
6. Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip, or pullover capacity for sheet closest to screw head
(based on head diameter shown.) Note that for all tension values shown in this table, pullover values have been reduced by 50% assuming
eccentrically loaded connections that produce a non-uniform pull -over force on the fastener.
7. Governed by a conservative estimate of screw capacity, not by sheet steel failure.
8. Higher values, especially for screw strength, may be obtained by specifying screws from a specific manufacturer. See manufacturer's data for
specific allowable values and installation instructions.
9. Shear and tension data for screws was developed with the assistance of the Wei -Wen Yu Center for Cold -Formed Steel Structures (CCFSS),
using published screw manufacturer data and evaluation reports available at the time of publication.
Allowable Screw Connection Capacity (Pounds per screw)
Thick-
Fyi
Fu:
#6 screw
#8 screw
.#10 screw,
#12 screw
1/4" screw
nese
Yield
Tensile
0. 38" dia• 16" head)0.164"
dia:.5/16" head
0.190" dia• 0.340" head
0:216" dia• 0.340" head
0250" dia; 14w" head
Shear I
Tension
Shear
Tension
Shear
Tension
Shear I
Tension
Shear
Tension
Mils 1
KSI
KSI
18
33
33
44
24
48
29
52
33
55
38
60
44
27
33
33
82
37
89
43
96
50
102
57
110
66
30
33
33
95
40
103
48
111
55
118
63
127
73
33
33
45
151
61
164
72
177
84
188
95
203
110
43
33
45
2147
79
244
94
263
109
280
124
302
144
54
33
45
2147
847
3037
118'
370
137
394
156
424
180
68
33
45
2147
847
3037
118'
4067
1597
5257
196
600
727
97
33
45
2147
847
3037
1187
4067
159'
5257
205'
7047
2757
118
1 33
1 45
1 2147
1 847
1 3037
1 118'
4067
1597
5257
205'
7047
2757
54
50
65
2147
847
3037
1187
4067
1597
5257
2057
613
261
68
.50
65
2141
:841
3031
1181
4061
1597
5257
2057
704 7
2757
97
50
65
2147
.847
303'
118 7
4067
1597
525 7
205 7
704 7
2757
918
50
65
=2147
847
3037
1187
4067
1597
5257
2057
7047
2757
Weld Table Notes
1. Capacities based on section E2.4 (for fillet welds) and E2.5 (for flare groove.welds) of the AISI Specification.
2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values.
3. Capacities are based on Allowable Strength Design (ASD) and include appropriate safety factors.
4. Weld capacities are based on either 3/32" or 1/8" diameter E60 or E70 electrodes. For thinner materials, 0.030" to
0.035' diameter wire electrodes may provide best results.
5. Parallel capacity is considered to be loading in the direction of the length of the weld.
6. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t.
Allowable Welds Capacity (pounds) for 1" Long Welds
58
SSMA
1*1
Fy:
Fillet Welds
Flare Groove
Welds
Thickness
Design
Yield
Fu
(Mils)l
Thickness
KSI
KSI
Parallel Perpendicular
Parallel
Per endicular
43
0.0451
33'
45
619 864
544
663
54
0.0566
.33
45
622 1,084
682
832
,68
0.0713
133
45
1,082 1,365
859
1,048
97
0.1017
33
45
1,618 1,947
1,226
1,495
118
0.1242
33
45
2015 2,378
1,497
1,826
54
0.0566
50
65 _
1,188 1,566
985
1,202
68
0.0713
50
65
1,563 1,972
1,241
1,514
197
0.1017
50
65
2,337 2,813
1,771
2,159
118
0.1242
50
65
2,911 3,435
2,162
2,637
58
SSMA
1*1
General Construction Fastening Systems
3.2.7 Sill. Plate Fastening Systems
General Guidelines for Untreated and Pressure -Treated Lumber' .2.3
9
1 it the moisture content of Pressure treated Lumber is high (> 18 °o) or unknown, stainless steel fasteners are recommended. Select appropriate stainless steel
grade for your application.
2 Guidelines based on fastener coating / material resistance to environmental corrosion (commonly called "rusting"). Evaluate site conditions which may affect
these guidelines, such as: corrosive agents other than those listed; expected service life; other (non environmental) types of corrosion etc.
3 In highly corrosive environments (such as direct exposure to chlorides with average temperatures above 86'°F (30 °C)) it is generally recommended that a Highly
Corrosive Resistant (HCR) Fastener be used such as Hilti HAS HCR Adhesive Anchor Rods. Contact Hilti Technical Support for more information.
3.2.7.3 Technical Data
Allowable Loads for Sill Plate Fasteners Installed in Minimum V. = 2,000 psi Normal Weight Concrete' .2.3
Fastener Designation
Low
Medlum
Hlgh
Tension
Ib (M)
Shear
Ib (kN)
in. (mm)
Indoor & Exterior - Wet:
Interior Shear Wall or Interior Non -Shear Wall'
Indoor - Dry:
Indoor & Exterior - Dry:
Heavy industrial or coastal areas with
Environment
Untreated Lumber
Pressure Treated Lumber
high prolonged moisture levels but no
0.905 (23)
with no moisture exposure
with no moisture exposure
direct exposure to chlorides, and average
210
(0.93)
X -CP 72 P8 S23
temperatures below 86 °F (30 °C).
(3.7)
0.905 (23)
SBX/DOT, Zinc borated ACQ,
All wood types (Untreated lumber,
Wood Type
Untreated Lumber
CA-B,CBA-A treated
SBX/DOT, Zinc borated ACO, CA -B,
0.145
(3.7)
or untreated lumber
CBA -A, ACZA)
140
Carbon Steelelectro galvanized
Carbon Steel, Thick Mechanical
(0.69)
Fastener
,
(min. 5 - 13 microns)
Plated (Power Driven Fasteners
SAE 316 Stainless Steel
Walls
> 86 microns)
F-11t��t
F�tOLi1
F-iI�TI
Washer
O
O
O
Designation
1iG
E1tE2
3i6
Inspection
0.905 (23)
2-7/8 (72)
165
(0.73)
X -CF washer
X -CP washer denoting
X -CR -L washer denoting the material
.0.145
(3.7)
ASTM A 153 Corrosion Resistance
of the fastener SAE 316 Stainless Steel
1 it the moisture content of Pressure treated Lumber is high (> 18 °o) or unknown, stainless steel fasteners are recommended. Select appropriate stainless steel
grade for your application.
2 Guidelines based on fastener coating / material resistance to environmental corrosion (commonly called "rusting"). Evaluate site conditions which may affect
these guidelines, such as: corrosive agents other than those listed; expected service life; other (non environmental) types of corrosion etc.
3 In highly corrosive environments (such as direct exposure to chlorides with average temperatures above 86'°F (30 °C)) it is generally recommended that a Highly
Corrosive Resistant (HCR) Fastener be used such as Hilti HAS HCR Adhesive Anchor Rods. Contact Hilti Technical Support for more information.
3.2.7.3 Technical Data
Allowable Loads for Sill Plate Fasteners Installed in Minimum V. = 2,000 psi Normal Weight Concrete' .2.3
Fastener Designation
Shank Diameter
in. (mm)
Washer Diameter
In.. (mm)
Fastener Length
in. (mm)
Tension
Ib (M)
Shear
Ib (kN)
in. (mm)
Packaging Qty
Interior Shear Wall or Interior Non -Shear Wall'
0.145 (3.7)
0.905 (23)
100 pcs. / box
2-7/8 (72)
X -CF 72 P8 S23
0.145
(3.7)
0.905 (23)
2-7/8 (72)
130(0.58)
100 pcs. / box
210
(0.93)
X -CP 72 P8 S23
:._0:145
(3.7)
0.905 (23)
2-7/8 (72)
175
(0.78)
250
(1.11)-
X -CR -L 72 P8 S23
0.145
(3.7)
0.905 (23)
2-7/8 (72)
140
(0.62)
155
(0.69)
Exterior Shear
Walls
X=CF 72 P8 S23
0.145
(3.7)
0.905 (23) •
2-7/8 (72)
130
(0.58)
165
(0.73)
X -CP 72 P8 S23
0.145
(3.7)
0.905 (23)
2-7/8 (72)
165
(0.73)
95
(0.42)
X -CR -L 72 P8 S23
.0.145
(3.7)
0.905 (23)
2-7/8 (72)
140
(0.62)
130
(0.58)
1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor greater than or equal to 5.0, calculated in accordance with
ICC -ES AC70. Wood Of plates connected to the substrate must be Investigated in accordance with accepted design criteria.
2 Multiple fasteners are recommended for any attachment.
3 Allowable load values are for attachment of nominal 2x lumber with the steel washer bearing on the top surface of the wood.
4 These allowable load values based on testing performed at a minimum 273/4" edge distance (.e. middle of slab).
5 These allowable load values based on testing performed at 1-3/4" edge distance.
3.2.7.4 Ordering Information
Fastener Description
Carbon Steel - 5 prn Zinc
X -CF 72 P8 S23
Carbon Steel - Thick Mechanical Plated min.. 86 µm
X -CP 72 P8 S23
Stainless Steel - SAE 316 fastener / SAE 304 washer
X -CR -L 72 08 S23
Shank Length
Shank 0
Washer 0
in. (mm)
in. (mm)
in. (mm)
Packaging Qty
2-7/8(72)
0.145 (3.7)
0.905 (23)
100 pcs. / box
2-7/8 (72)
0.145 (3.7)
0.905 (23)
100 pcs. / box
2-7/8 (72)
0.145 (3.7)
0.905 (23)
100 pcs. / box
t 46 Hilti, Inc. (US) 1.800-879.8000 1 www.us.hiltl.com 1 en espanol 1-800.879-5000 1 HIM (Canada) Corp. 1.800-363-4458 1 vniw.hlltl.ca 1 Direct Fastening Technical Guide 2011
10
Sill Plate Fastening Systems 3.2.7
3.2.7.1 Product Description 3.2.7.1 Product Description
The 2-7/8" Hilt! X -CF, X -CP and X -CR -L
fasteners are specifically designed for
attaching wood sill plates to concrete
substrates. Hilti offers a suitable
fastener for all sill plate application_
conditions. The carbon steel thick
coated X -CP 72 P8S23 fastener
together with the SAE 316 X -CR -L 72
P8S23 fastener complement the Hilti
powder -actuated fastener portfolio
specifically for sill plate applications
where pressure treated lumber is
being used.
Both the X -CP and X -CR -L fasteners are
suitable for use with pressure treated
lumber sill plates. Reference General
Guidelines on top of following page for
fastener recommendation dependent
on environment conditions and lumber
type used. Both fasteners have a pre-
mounted 0.905" (23 mm) 16 gauge
washer for fast and reliable installation.
The carbon steel thick coated X -CP
fastener has an additional plastic
washer that minimizes coating damage
by the washer during installation. These
sill plate fasteners are suitable for use
with Hllti's powder -actuated tools
and cartridges.
Product Features and Benefits
• Fasteners for use with chemical
pressure treated lumber (X -CP
and X -CR -L).
• Pre -assembled washer for fast
and reliable installation.
• Washer clearly stamped with mate-
rial/coating for easy inspection.
• X -CP: Additional plastic insert
to minimize coating damage
during installation.
3.2.7.2 Material Specifications
3.2.7.2 Material Specifications
3.2.7.3 Technical Data
3.2.7.4 Ordering Information
Listings/Approvals
ICC -ES (International Code Council)
ESR -2379
COLA (City of Los Angeles)
RR 25708
Installed X -CR -L
fastener with "316"
clearly marked on
washer.
€LA1 -.DBS
t�arac.u.u��m�
Installed X -CP
fastener with
"A 153" clearly
marked on washer.
Fastener
Designation
Fastener
Material
Washer
Material
Fastener
Plating
Washer
Plating
X -CF 72 P8 S23
X -CF ! X -CP ) X -CR
-L
Listings/Approvals
ICC -ES (International Code Council)
ESR -2379
COLA (City of Los Angeles)
RR 25708
Installed X -CR -L
fastener with "316"
clearly marked on
washer.
€LA1 -.DBS
t�arac.u.u��m�
Installed X -CP
fastener with
"A 153" clearly
marked on washer.
Fastener
Designation
Fastener
Material
Washer
Material
Fastener
Plating
Washer
Plating
X -CF 72 P8 S23
Carbon Steel
Carbon Steel
5 µm Zinc'
5 itm Zinc'
X -CP 72 P8 S23
Carbon Steel
Carbon Steel
Thick Mechanical Plated'
> 86 itni
Thick Mechanical Plated2
> 86 prn
X -CR -L 72 P8 S23 I
SAE 316 SS
SAE 304 SS
WA
N/A
1 ASTM 8 633, SC 1, Type III.
2 Equivalent tri corroslon reslstance to ASTM A 153 HDG.
Hilti, Inc. (US) 1.800.879.8000 1 vnwr.us.hlltl.conn I an espanol 1.800.879.5000 1 Hilti (Canada) Corp. 1.800.363.4458 1 vmnv.hiltl.ca I Direct Fastening Technical Guide 2011 47
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
To: Burt Hanada, Plans Examiner, Inspection Supervisor
From: Les Johnson, Planning Director
BUILDING & SAFETY DEPARTMENT
(760) 777-7012
FAX (760) 777-7011
Building Plans Approval
To CDD: ID //l12
Due Date: 10 /01
Status:%d� C.Ar,
The Community Development Department has reviewed the Building Plans for the
following project:
Description:
I
Address or general location: 78- �4 7
Applicant Contact: p7YAU-Z, �3/D - ,ASO -030
The Community Development Department finds that:
❑ ..these Building Plans do not require Community Development Department
f approval.
® ...these Building Plans are approved by the Community Development
Department.
ti+
❑ • ...these Building Plans require corrections. Please forward a copy of the attached
corrections to the applicant. When the corrections are made please return them to
the Community Development Department for review.
a
Les Johnson, Panning Director bate
B' ce l V
OCT
c; 1a crr'.a
r6v ii!ng rapa!tMOnt