06-2402 (RC). I
P.O BOX 1504 -
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 17"06°00002. 4002,..
Property Address: 79190 HIGHWA 111
APN: 649 -820 -999 -
Application description: REMODEL - COMMERCIAL
Property Zoning: REGIONAL COMMERCIAL
Application valuation: 24000
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
--------------------------------------------------
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 Professionals Code, and my License is in full force and effect.
License Class: D24 License No.: 477038
Date: ,--"-�-" ontractor:
OWNER -BUILDER DECLARATION
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).:
7 (_) 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 Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/03/06
Owner:
FOURTH QUARTER PROPERTIES
45 ANSLEY DR
NEWNAN, GA 30263
(760)613-3783
HOLLIDAY, NORMAN S. IU I OCT 0 3 1006
23839 COUNTRY VIEW D I
DIAMOND BAR, CA 9176
(909)861-9504
Lic. No.: 477038
-----------------------------------------------
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 FUBA Policy Number 10638067
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, l shall) forthwith comply withthoseprovisions.
ate: O PDlicanC QQ� (7� y,/fi�/ .
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$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 Director of Building and Safety 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 c,punty to enter upon t above-mentioned property for inspection purposes.
,Pdte: L.01-91.0 6 nature (Applicant or Agent): jy:�Al;e�/ JC
1.
Application Number . . . . . 06-00002402 .
t
------ Structure Information RACKS TO EXIST RETAIL BLDG - OFFICE MAX -----
Other struct info . . . . . CODE EDITION 2001 CBC
FIRE SPRINKLERS YES
MIXED-USE OCCUPANCY M
OCCUPANT LOAD .00
1ST FLOOR SQUARE FOOTAGE 20242.00
----------------------------------------------------
Permit . . . BUILDING PERMIT
Additional desc..
Permit Fee . . . . 243.00 Plan Check Fee 157.95
Issue Date Valuation . . . . 24000
Expiration Date 4/01/07
Qty Unit Charge Per Extension
BASE FEE 45.00
22.00 9.0000 THOU BLDG 2,001-25,000 198.00
----=-----------------------------------------------------------------------
Special Notes and Comments
STORAGE RACKS & SHELVING TO RETAIL
BUILDING (OFFICE MAX) 2001 CBC.
----------------------------------------------------------------
Other Fees . . . . . . STRONG MOTION (SMI) - COM 5.04
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 243.00 .00 .00 243.00
Plan Check Total 157.95 .00 .00 157..95.
Other Fee Total 5.04 .00 .00 5.04
Grand Total 405.99 .00 .00 405.99
LQPERMIT
Bin #
Qty of La Quinia
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
Project Address: 72' 190 I-b6,fU1A SII
Owner's Name: vizi 1, (Qv�4n7e/L /%lLoOert?��
A. P. Number:
Address: 4'Y'-
'Y`Legal
LegalDescription:
City, ST, Zip: /lie,--,t1A,-) 6,4 3 0 C-,�
Contractor: TBA p(Vv� 4
Telephone 0 76 , 0 PIN •, ;�
Project Description: N _5-r44 -L 4--T/0/f O F -
Address:
City, ST, Zip:W.
�TOR�6� �/fcKs" S/if€LViNG
Telephone:
v,,,,,
City Lie. #;
State Lie. # :
Arch., Engr., Designer: �E-1 F—R
Address: 30'26S' PRU Fi C. CO T few
City., ST, Zip: 144L'Is cl
Telephone: 30 - j��^
O / - /% & /
•r
��, r�. � ,.'�•�`„
Construction Type: Occupancy:
project type (circle one): New Add'n, Alter Repair Demo
State Lie. #:
Name of Contact Person: —]—p IV
Sq.Ft:
#Units:
Telephone # of Contact Person: 7/ 1�4 2a3—&6'V51
Estimated Value of Project: Z
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
R
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales•
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
21 Review, ready for correctio issue
Electrical
Subcontector List
Called Contact Person
ii 2
Plumbing
Grant Deed
Plans Picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
7nd Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
�� 3
School Fees
Total Permit Fees
,
SHEET
PROJECT 6,+:: WIN T -A— GSSI NO. &V197k
OGSSI
Structural Engineers t,�j (V & L, ENGR
DATE
PrOoF, HA -A
I
01
O'A
CITY OF LA
Bb'ILDING & SAFETY DEPT.
APPROVED*
FOR CPNSTRUCTION
I
D B
A
ell
��Feo.
, 6.;o
M, r ��f � X Xz:
4,
A
Sp
Page 9 of 11 ESR -1056
TABLE 8B—ALLOWABLE TENSION AND SHEAR LOADS FOR TITEN HD SCREW ANCHORS INSTALLED IN THE
FACE OF FULLY GROUTED CMU MASONRY WALL CONSTRUCTION'
ANCHOR: DRILL MIN.
DIA.' BIT DIA. EMBED.
(in.) (in.} (in.)
ANCHOR LOCATION' (inches)
ALLOWABLE LOADS BASED ON
ANCHORS INSTALLED AT DISTANCES
> CRITICAL EDGE DISTANCE, c,,, AND
SPACING, s,r„"'6''
(Ibf)
Edge Distance
Spacing
Tension
Shear'
Installed with Installed
Critical, cG81
Minimum, cr,,o
Critical, s,,,,,
Minimum, sm4i
Special without
Inspection' Special
Inspection'
3/e % 2%
12
4
6
3
600 300
1,085
1/2 1/2 .3/2
12
4
8
4
430
1,730
5/e 1 5/e 41/212
4
10
5
1,325 665
2,605
3/a 3/a 5'/
12
4
12
6
2,000 1,000
3,750
'Anchors shall be installed a minimum of 11/, inches from vertical head joints and T joints. Refer to Figure 3 for permitted and prohibited anchor
installation locations.
'The drill bit diameter shall be equal to the nominal diameter of the anchor. Anchor Installation shall comply with Section 4.0 of this report.
'Embedment depth is measured from the outside face of the masonry.
°Critical and minimum edge distances, co and c,,,. respectively, shall comply with this table. Refer to Figure 3. Critical and minimum spacing, sa;,
and s,*,, respectively, shall comply with this table. Critical and minimum edge and spacing distances are valid foranchors resisting tension orshear
loads. Refer to Table 9 for allowable tension and shear load reduction factors for anchors installed between critical and minimum edge distances,
and to Table 10 for anchors Installed between critical and minimum spacing.
-"Tabulated loads are for anchors installed In fully grouted masonry wall construction, consisting of Grade N, Type 11, lightweight, medium -weight,
or normal -weight, closed-end, concrete masonry units (CMUs) conforming to UBC Standard 21-4. Masonry shall be fully grouted with coarse grout
having a minimum compressive strength of 2,000 psi, and complying with UBC Section 2103.4. Mortar shall comply with UBC Section 2103.3
and UBC Standard 21-15, and shall have a minimum specified compressive strength of 1,500 psi. The specified compressive strength of masonry.
P,,,, at 28 days shall be a minimum of 1,500 psi.
6Allowable loads may be increased by 331/2 percent when using the alternate basic load combinations in accordance with Section 1612.3.2 of the
UBC for wind or earthquake loading conditions.
'These allowable tension loads are based on a factor of safety of 4.0 and special inspection being provided during anchor installation. Special
inspection requirenIs shall comply with Section 4.2 of this report.
°These reduced allov;Vble tension loads are applicable for anchors installed without special inspection and are based on a factor of safety of 8.0.
'These allowable shear loads are based on a factor of safety of 4.0 and anchor Installation with or without special inspection.
G S S
PROJECT _
Structural Engineers
r
ENGR
(vrt Nay
t . "M, N �} �Eij�+ t N C%
— ---;ol
It
f
�w.tNG►
• s-' � y�fl�5 �� qtr
1� d
"FAMN
SHEET_
GSSI NO.
DATE
IF
OffiCeM"' ADVANTAGE
UINTA, CA
STOR'-E PAMLION AT LA QUINTA
LA 0
E #1298
s
Norm Holliday
STORAGE PRODUCT SPECIALTIES
23839 Country View Drive
Diamond Bar, CA 91765
r
April 6, 2005
To Whom It May Concern:
Department of Building and Safety
I, Norman S. Holliday, hereby authorize Tony Landeros, Alice Landeros or Rick
Landeros with Permit Services of California, to act as my agent in securing Storage Rack
Permits and to sign all necessary documents, on my behave, as may be required for
obtaining of same. I am .exempt from workers compensation because I have no
employees.
orman S. Holliday
N
California Contractors License 477038
Storage Product Specialties
909-861-9504
Cell 951-897-6664
FAX 714-646-4181
nholliday@adelphia.net
1
1. F---
r2 151'-4 41
128'
CLEAR INTER IOR-DEFTH
q I _ � ' 1
1 I I r , ,•!
o
'-
I r�
1 i i
LLL
CQpy ARE
1
4rlt---._._...__._ _ �_ I
—TF
:,-I ,,'-I Its' (4 1! �,_I I1'I _
Al
�
qk
Nil
_
jr
i FOINT
LF
I I V 1 Tk I
� 1 '�l I •
_ I _ I
eft
— u ' ELEGTR0I+IIGS ��.._.._.r.—.. 1 aF✓'-�" � N ! �,, 5'-� `•...........aa.iii {%
I
I
y- - --- -- --- - - - - ---- - r��..f.-�-- i--- 1 i LU
kN
HECr DI�T�
GP 7
14 Lam{
1 =
\,A
Ito
t I Ij
r '
4
r
r-z vrS
SPKINKLEFZ I
a E3AL R
I
1
EpG
r413OVE I
F OE1V1N6P COUNTER
a41j�L010
E I 0
1-f
I0
't k
MEN
"OMEN
FIXTURE PLAN
FIXTURE PLANT f
SCALE:
'AN AOEWATELYTI 1DRDEBRIS � NTANER
R �� ALL
IS REoujRED ON
78ASES OF CONST[zI.11I0N AND MUST BE
�MPTfl aS NI����a���R
MAY CAUSETHECiro��AIv
DJMPFO AT THE F1 ENS1E OF TOE OWNER/
CONTRACTOR."
A RE-INSPIr.TION FEE OF 130
WILL BE CW 1MID IF THE AP"OY
PLANS AND VR CAS ARE NOT ON
THE $11E Jog 4 SCHEDULE@
ihwmn 11,
NOMEPTl I
CITY OF L QUINTAN
PP� ED
FOR CONS I (UCTION
}A/Q_j 6 s5.
ds�
RECEIVED
MAY 0 3 M
PETER S. HIGGIMS & ASSOC.
CONSTRUCTION HOURS
October 1st - April 30
Monday - Friday: 7:00 n-m to 5.30 p m.
Saturday; Ss00 a.m. to 5.00 P.M.
sunday: None
Covent Cede Holidays: Done
May 1st - September 30th
Monday . Friday: 6:00 am. to 7:00 p m.
SaWrday: 5:00 a.m. to 5.00 pan.
iinday; None
Government Code Halidays: hTone
IL Ccnftctron Is NOT PERK. MED
Dn the fefiewing Code Hdidays;
NcwYur's Dap
Dr. Marlin Luther ring Jr, Day
President's Day
msmnrial Day
Independence Day
Uhur Day
Vebran's Day
Thanks ving Day
0ristmas Day
9-YE ALL
20,242 s_f,
5�01�r
GENTEF
E,304 s.
FIURAI FIE
?C4 F.
FLOOR
14,SI$ s_P.
ne I
Y RFHaurSE
R/ MS
JII
i rJ-.T•
} YVVIK
I i I
F
1,13� S.F_
-
i
II
AREA CAL
LATION
I ��
SALE: 1132'=1'-0"
o
S-j
I I
REVIEWED i
PETER S. HIGONS i ASSOCMTES
f i
APPROVED
CONSJUIN6 STRIICTUU11. ERGIREERS
I
7 G 0 i
MAY 1 8 'C
Y M .�
�'71., r
f
k i
I I i
`
J0E3 I {JMBER
DATE:
CA10
_
STORE DATA
#129�PRQTOTYPEADVANTAGE
2 IykG
SALM TOTAL:
102
a(�_FT.
� I215
50..F-T
5ALF-5 FLOOR = 14,1�15 50,E T.
F69NITURE: = 9V4 50,77
OPY rF_NTFf{ = 1,504 50•FT,
A^REH0U5F
2�Do5
5Gt-1-r,
k j4
SC17.FT-
RESTROOMSlOr�EG LOUI+kCE
I,l51
Sa FT.
5'1I
5O FT.
TOTAL ARErA,
20,242
50 T,
Z22M
SGt.FT.
UPDATED 1I.14D5
FI • TURFS
#1 98
ADVANTAGEld
5UP IE5
15
17
9(a" SIGH 1 20" 13A5E =
'7=" IIOH '1 a95" DA5E _
50
50
b0" K O H 1 14' BASS =
40
40
60" HIGH f 16" SA5E =
21,5
215
ELEGTNIGS
_
a
b
54" HIGH / 20" SA5E =
54" H10H / 20" BASE =
5 .5
4g.5
54" 4ICwH 116" BASE =
1
1
54" HIGH / 12" DA-SE =
I
I
FEATURE TABLZ
2
4
PAPER
4
4
016" HIGH 1 20" BA5F =
60" Hir?H ! 16" SA5E
_5
*1:5
PAPER PALETTE
2
.2
FURNITURE
5
_
(9.5
q6" H16H 130" EA5P
IdilrglL sr* c4MIJUGIA4 WeLMIAgat#
#� i sirr+aasls Co 44II-ice iii 91"M
N Ca.L wo +seam the pra, WIf
of KWSchm%&n ,kraildWAi. Tha lots
of iry *34V S" MW c9"w IPM
OWWOMisa 1W Papa " 01har lain
V* WCJC WOPECL rqwmg Nv1m
sl"rt1y 1worwW44 *mil 24wass"
+.FiiNgA 40n4,1nl al Fimrsetnark
Arcrwi.c„• IncnrWA40d.
Date Issue
11.1&.05 0mx —
REVIEIN
;aID/F°ERMIT
01.20.06
•
r
■
Drawn Byr �DJ
ProleCl No.: q,70q
UU
4
I
z
C.) 00
0 . CD
I
LLJ
LIJ O
FCC
GE ALDL. �
HE S M N
ARCHITECT
25001 E Y ROAD, SUITE 400
CLEVELAND. DH 4A128C,
TEL 12161 223-3200
FAX 121151 223-3210
w w *.nar schinasarcllllacl acorn
i
L
I
Max. 96"
Max. 48"
`
�3�21"
"
u}
r
ni•0
1
�
w
"
"
1 I
1
�I I —�
rI
51
Maximum Coatis:
1 I
,0
-
interior Gondolas
- ` r 4 J +J
L9
8 pcf hand stack storage
P �
°
20D Ibs per Shelf
Exterior Gondolas
r I
c
15 pcf hand stack storage
- - -
300 Ibs per $half-
Hyper -Maxi Extensions
Il
r
24a Ibs per shelf
- - - L L - -
_LL__
.
1 - V m. .'7 ..,. f
3:Ta77` MENNEEM114
GONDOLAS
Ref. MX-t , MX-2
SHOWN WITH OPTIONAL
HYPER -MAXI EXTENSIONS
GENERAL NOTES
1. This drawing shows typical unit material and georw� tty. See
Office Max fixture plan kor location within store. See Higgins
Orawings MX-1, 2. 6 for dalaIls of the components, AR drawings
shall beer appropriate seals and have the same Job Number.
2- ❑1MEN SIONS AND MATERIAL
Dimensions are maxima. Units may be smatlar.
Most are <96" high and exempt from permit.
Material is minimum size.
Heavie€ curr+ponents may be substituted.
3. ARRANGEMENT
A unit may have any number of bean-Vshelt levels If the
above loads per bay and the mexlmum spacings shown
are not exceeded.
4, ANCHORAGE IN 8E€SNIIC ZONES 0-2
The gondolas and Hyper Maxi units may be arwhred using
a single anchor localed at the mid paint of the base (drill
hale as rewired), rather than at each end- Other anchorage
details are unchanged.
5. ATTACHMENT T4 ADJACENT STRUCTURE
Units are diggnod as free standing- Attachment to existing
Wild ings or adiacenl wails Is prohibited unless specifically
shMn an the installation drawings-
DfiESS1�
120"
Upright: Heavy
Bearn, BRBSO
Maximurn Loads:
4.000 Ibs per Level
6,000 Ibs per Bay
W. Q. J 9 V V" P 4- F — V- 9
FRONT SIDE
2 LEVEL PALLET RACKS
Rai, IVIX-!a
S 264Z m
W 3C 1f'1F1trS
�#
r _-
0
�a
co
n
Uprigh€: Regular
Beam: PRB35
Maximum Loads:
1,500lbs per Level
6,Ot70 Ibs per Bay
120"
FRONT IDS
4 LEVEL PALLET RACKS
Fief. Mx-5
4�>
ti !-1"Y OF LA QUINTA
A,PP RO ED
79 - / 170 f-&r ] / / / Issue Date: May 17, 2006
P TIE HaGiffi DArE
8-13-98 OFFICEMAX#1 98
�UUC6€1765 AG OAS rile W Y wN THE PA111L.I IV T L. CCUIINITA
6 Eo LA Q U I N TA , A
589-1 9 t
ORRW DESIGN �RE?YRIGkT,C6Pr RiTr+ ESi4h1 nPPRQVEaADI STDRE Fl TUI EwE 6N IES Q VW FORrvs Mrt x � ORkW1NGSI Eo HG EILOCIL H-
arwos c�r�rEs
T �N
CAk
6+9�Y
Urawirag #
i-1
GENERAL_ NOTES
1. This drawing shows standard details of the gondola product line only. Main structural elemenls
only are shown. Nurnerous secondary and non structural components are amitled For clarity.
See dnglnear approved Installation drawings (same Jab Number) for o4mponents used, special
delai Is, arrangerrlerit, dimensions. and site specific information.
2. The insta€lation d rawincls qovefn aver this drawing. UNO, this drawing applies solely to fixtures
regulated by Building Code (normally A6" to the top loaded ravel).
3. MATERrAL
Steel - A5TM At CM Class HSLA Grade 50 L]NC
Bases and arms Class CS Grade 40
Welding Ele0rodes - A S E70- X (all welds single paps film welds designed at 50% stress levels)
Concrete anchors shall be ICSO approved types. e_g.
1-10 Kwik Bolt (IQBQ RR #4027)
ITW FamseVRad Head (ICBQ RR#1372), LOT (ICBO RR #5a94)
GunneboTaiper-Bolt Sup-R-Stud (ICBO RR #3219)
PowerslRawl Power Bolt (rGBC} RR#5225). Wedge Bolt (ICBO RR#5788)
Embedment shall be minimum 6X nominal fastener diameter
Qtiher similar anchors may be used 110130 approved. Tha anchor tyjO68, sizes, and embedments
shcwrn on the installation drawing govern over tha sizes shown on this drawin(j.
4. Bases shall be anchored In the manner shown In detail 4.
1) Shoe Type- Re lace levering screw with assembly shown. Fasten to slab using one of the
anchor types of note 3. Single sided units shall Have an anchor at the base rront and post.
Double sided units shall have an anchor at the end of each base.
ii) Slip On Type: Slide plate over levepng screw and anchor using one " diam. "pan$iop
anchor per note 3. Single sided units shall have an anchor at the base front and past.
Double sided units shall have an anchor at the end of each base.
5. lJnkms noted otherwise an the installation drawings, the allowable soil bearing value is 1.0 KSF.
6,5"x0.5'x12 ga (3.105'} Bar 7116" Diam. Hales
AAA TYPE
Q
r,TL.,i32'
4.65'
12 ga (0.105') Bar
7116" I7iam. 1 IDles
BLIP ON TYPE
Column
Face Stock
BASE ANCHOBAGE
See Nate 4_ Anahordiameter shall be
1116" Tess than minimum hale dimension_
Leveling
Screw
SINGLE
SIDED
DOUBLE
SIaEa
ANCHORAGE PATTERN
Anchors may be on
ellher side of unit.
Alternate direction or AAA
type from unil to un,Lt
1 35
POST 1
(Fy=50ksi)
TYPICAL ELEVATIONS %1
1
z0 1 r4" Spot
� , S. HIGG
ul E` p)IRES
R
(t=4. 1 21 ")
CITY OF LA QUINTA
GULL LING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Ry --T
9 t ga BRACKETS
NS. FS, typ
BASE 3
Issue [dale; May 17, 2006
CONN. 3
C
16 gill
Type
C
e
T i t
1.63
1.50
BRACE
DIMENSIONS -
RIVET PATTERN
5b
BEAM -END WELD 5a
All Welds 1l8� UNC -
Type
A
B
d
Sx
Ix
'Standard
3.56
035
0-6a
*Heavy DLd
V 4.87
D.55
1.45
PR835
3.50
2.13
1.63
0-84
1 1,63
PHR35
3.60
L13
0.75
0,91
1.71
PRB40
4,0Q
2.13
1.63
1.D4
2.27
PHB40
4.00
2.13
0_75
1.11
2.38
PRB45
4.50
2.13
1.63
1,25
3-05
PHE345
4_50
2.13
0.75
1.33
3.18
PRMO
5.00
2.13
1.63
1,47
3.97
PHESO
5,00
2.13
0-76
1,56
4.14
PR855
5.50
2.13
1,63
1.71
5.05
PH855
5.50
2.131
0.75
1.80
5.24
PRS60
6_00
2.13
t.63
1.96
6.29
PH1360
I 6_M
2.13
0.75
2.06
6.51
d -1
J...-
ilm -
TYPICAL UNO
rt oa
DISPLAY V) BEAMS
BEAMS
DIMENSIONS AND PR0PEPTIES
ALL SEAMS0,074" THICK
UNITS: INCHES UNO
RIVE
3116' GONt
PLATE ON
BEAM
Type W
0
t
As I
Sx
rx
nY
Regular 3_00
1.50
0.074
0.36
0.28
1.15
4.60
Heavy 3.00
3.OU
0.0-1
Q_57
0.58
1.28
1.t5
I
W
COLUMNS 1
DITYIENSIONS AND PROPERTIES -
MET SECTION - UNITS- INCHES UNO
Q .I li '(OF ILA CCU I TA
1:)h 1-HL)VED
�'=C1iit CONS-muc-nON
S.
L
co
to S 262 m
u EXPIRES M
cr_r_ 33t-OS
���i1C'SU�`�� •�'
OF CAL
BEAM-COLUION CONN 5
7M6" (Nora_) ASTM A502.3 Rivets
Locking clip shown transparent #or clari
2.5+0 STANDARD
(t-1:f4" )
-- _ "y
TYPICAL ELEVATIONS
SEE INSTALLATION lRAWINGS FOR
SITE SPECIFIC INFORMATION
GENFRAL NOTES
1. This drawing silaws standard delalIs of the rack
product line only_ See engineer approved
Installation drawings (same Job numbar) For
components used, special details, arrangement,
and site specific informallon.
2. The installation drawings govern over this drawing.
3, MATERIAL
Steel ASTI,rI AIM
Beams and Clips - Class HLAS Grade 50
Min. 112"Anchor
/ Pasts - Glass SS Grade 40
{2 per post} Eicher Side DIG Welding Electrodes - AWS En ad at (all welds
ff irep-lAdded Weldselds single pass tillet welds designed at 50°% strir ess
1zkher Side CK levels}
�- ' C0 -
SEISMIC (t=3V)
BABE PLATES
COMMON SIZES ONLY -
SEE INSTALLATION DRAWINGS
1=CA CUSTOM SIZES AND ANCACRAGE
4. Concrete Anchors shall t}e IGG approved types. e.g.
Hint Kwik Bolt (ICC RR #2156. 4027)
IT1hi RarnseVRed Head (I CC RR#1372),
LDT #6890)
Dunne a Taper -Bolt Sup-R-Sniff (IG RR #3219)
PowerslRawI Power Bolt (ICC RR#5225),
Wedge Bolt (#5788)
Ernbedment shall be minimum GX Bast Diameter.
Other similar anchors may ha used it IC approved.
The anchor types, sizes, and embedments shown an
the Installation drawing govern over the sires shown
on this drawing.
special Inspections are not required unless noted on
Lbe Installation drawings.
Issue Mate: May 17, 2006
4.22"
�114" DOLTS
rk
BASE SHELF
BASE PL & (DNN_
12 ga.
GENERAL {MOTES
1. Tfiie drawing shows sWridard details of tbs
*Hyper Maxi" shelving components only. These
components attach Eo MaT Gondolas u
shown. See Higgins Drawing MX-1
for details of the gondolas- See Engineer
approved Installation drawings {same Jot} No.)
for components used, special detal Is, di menslons
eraOFal arrar,gernenI and other site specific
nfonrmaI]On.
2. The installation drawings govern over this
drawing. LINO, this drawing applies solely to
fixtures ruguiated by Building Code {normally
.9G" 10 the lop loaded level}.
3. MATERIAL
Steel - ASTIVI A.570, G r. 50
Bolts and Hardware - ASTM A307 (Grade a)
Welding Electrodes . AWS E70-XX all welds
single pass fillets designed at 509A of allowahle
stress levels}
4. Unless noted otherwise on the installation drawings,
the allowable soil bearing value is IA ksl
G3
r.�
T*1 0
Ln
LoC }�
c� �
II
�❑ i
1.Oa�O7 En
Upper {
BEAMS 2
16 ga
FRONT POST/TOP STR 1
14 ga `
..1 i 0 c f. QUINTA
13U1LD)NG & Ar-ETY DFPT.
PPRO ED
13UCTlr�h�
OA
SIDE
FRONT
-TYPICAL ELEVATI N -
SEE INSTALLA-nON DRAWINGS FOli
LOCATION IN STORE
lTack Weld ; Upright Face
Upright Fa - . �,, �
{` .C.. Hatches � 0,121 " PL
r — .
Load Arm
Similar to 2/MX 1 1.63x12 ga Bent ILL
Latched to Clear Arm
STRUT TO UPRIGHT CONN. �1
Zk
w ExPMEs
OF
).09
0.09 - -
REAR BEAM CONN. �
0.121" PL _
m
PETER S. HIGGIN
DATE
k
ANQ GIRT-
1
ORAWN
S
ST OTUR' NC73AY
3OA5 PAICIFEC A •(
p�
1[i t , 8
CHECKED
r'
OMW'JN V N ARE COPYRIGHT.
wily e W N PERA IMM ONLY.
WIzT RG GO S ONLY ME VALID FON
h pgVE Q
BUILD APPLICATION.ORAwINS
MUST ED ACRGL98 THIS SLOdG.
-- -kf�'d - --
Min. 0.50" net throat per hook
Hacks at 1.25' C-C
3 Book shown for clarity
2 hook connector on Standard Ream
FRONT BEAM C0NN �
12 gga, FLINCHED AND BENT To -
EN GE HOLES IN COLUMN
Issue Date: May 17, 2006
OFFICE MAX#1298
THE PAVILION AT LA QUINTA
LA QUINTA, CA
MADIX HYPED MAXI
STANDARD DETAILS
Job No,
7607
Drawing #
MX-2
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