07-1766 (RC)P.O. BOX 1504 4
78-495 CALLE TAMPICO -
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 07-00001766 Owner:
Property Address: 78910 HIGHWAY 111 WASHINGTON ADAMS P
APN: 643-080-003- - - ATTN ANGELA KOENIG
Application description: REMODEL - COMMERCIAL 43692 PIASANO PL
Property Zoning: REGIONAL COMMERCIAL TEMECULA, CA 92592
Application valuation: 4000
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 m license is in full force and effect.
License Class: B nse No.: 9567
ol
Date:J�Q!e& Contractor
ER -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).:
(_ 1 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.).
(_ 1 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.).
1 I I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
I CONSTRUCTION LENDING AGENCY
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: 6/1
JUN
v
Contractor: `��/
DRAKE CONTRACTING I-
0 C F®
2686 N. CLOVIS AVENUE i 0�.?O }
FRESNO, CA 93727 '�C��
(559.)292-9200 ",�
L1C. No.: 819567
-----------------------------------------------
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 STATE FUND Policy Number 0014794-2006
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, 1 all for with c Qly with those prov' ns.
,'Date: Applicant:
r
WARNING: FAILURE TO SECURE WORKERS' COM ENSATION 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 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 hereb authorize representatives
of this counyt/y to/./en r upon the above-mentioned pr e f i r o
Date v V Signature (Applicant or Agen
Application Number .
. . . . 07-00001766
------ StructureInformation
61/8' STORAGE RACKS [ENGINEERED]
-----
Other struct info . .
. . . CODE EDITION
2001CBC
FIRE SPRINKLERS
YES
MIXED-USE OCCUPANCY
M
OCCUPANT LOAD
00
------------- --------------------------------------------------------------
1ST FLOOR SQUARE FOOTAGE
.00
Permit . . . . .
BUILDING PERMIT
Additional desc . .
Permit Fee
63.00 Plan Check Fee
40.95
Issue Date
Valuation
4000
Expiration Date
12/15/07
Qty Unit Charge
Per
Extension
BASE FEE
45.00
2.00 9.0000
THOU BLDG 2,001-25,000
18.00
-------
---------------------------------------------------------------------
Special Notes and Comments
61/8' STORAGE RACKS FOR 'TUESDAY
MORNING' [ENGINEERED]
2001 CBC
June 18, 2007 258:14
PM AORTEGA
------------- -------------------------.-
Other Fees . . .
. . . . STRONG MOTION (SMI) - COM
.84
Fee summary Charged Paid Credited
Due
Permit Fee Total
63.00 .00 .00
63.00
Plan Check Total
40.95 .00 .00
40.95
Other Fee Total _
.84 .00 00
.84
Grand Total
104.79 .00 .00
104.79
Permit # 0 t r
Project Address: $. /O kw
A. P. Number:
Cllr/ Of L1 Quln6
Building U, -Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Owner's Name: tAlcqAGL 5Gw a v e
Address:
City, ST, Zip:
Contractor..
.. Address:
City, ST, Zip: �. A l 7
Telephone: q 2 -
State Lie. # ( Gj S'�p
Arch.' Engr., Designer. ! 67 ZZ rA k. C.
Address: b ( At
G
Lic. #:
/ri G -
O Project Description:
/o4 s`l LL
6Kt- v�r�r .sro�6F
6 D f AWO 80'A y 1
,.
city; ST, Zip: t V f,K00 A -: ('5A� x768
Telephone: q�q� 6 , O
State Lic. #: 25go
Constiudion Type: ^1
Pilr•� p�cy_
.
Name of Contact Person:
Protect type (circle one):
New ' Add'n Alter Repair Dema
Telephone #9f Contact Person:
Sq. Ft.:
# Stories:
•# Units:
Estimated value ofProject:
1
A!'PUCANT:
DO NOT WRITE"BELOW THIS
v
#
Submittal
Req'd
Reed
UNE
Plan Sets
�TRACIMG.Erb.
PERMIT FEES
Plan Checksubmitt
Structural Cale.
Reviewed, ready for corrections
Amount .
Truss Cale.
cck Deposit
Called Contact Personeck
Energy talcs.
Balance
Plans Pickedup
Flood plain plan
dt
ttion
Plans resabmitted
•
•
Grading. pica
P' Review, ready for corrections/isSat
Mechanical
SnbcootactorList
Electrical
.
Called Contact Person
Grant Deed
Plans picked up
Plumbing
H.O.A. Approval
Plans resubmitted
S.M.L
•
IN HOUSE:..
'"' Review,
Grading
Planning Approval
ready for. correctlons/issae
Developer Impact Fee
Called Contact Person
Pub. Wks. Appr
Date of permit issue
6 ie
A.LP.P.
School Fees
.
ZIZ�CA
Total Permit F
3
01
MESDAY MORNING
061E: C;4Af AAtft L!At* Whe'%A
GENERAL NOTES:
1. ALL DIMENSIONS TO BE FIELD VERIFIED.
• FLOOR IS TO BE LEVEL AND FREE OF OBSTRUCTION
• SEE EXHIBIT 'B'
WALL KEY:
DEMOLISH
EXISTING TO REMAIN
TO BE CONSTRUCTED
FIXTURED WALL
SYMBOLS LEGEND:
110 ELECTRICAL OUTLET
C7g7 DETEX PANIC ALARM
FIXTURE
COUNT:
33 - 8' RACKS
05 - 3'X7; REC
22 - 6' RACKS (12'W)
01 4 X2 REC
01 - 2'X2' END CAP
74- 6' RACKS (18'W)
NEW STORE: ® RELOCATION: ❑ EXPANSION: ❑
36 - 6' RACKS (24'W)
1 10 X1
0 - 3'8' CASCADING
- WAYS
18 - 3' RACKS (18'W)
02 - H RACKS
21 - 3' RACKS (24'W)
01 - RUG RACK
05 - 3' BINS
02 - 12'X56' RACK
00 - 9' PLATFORM
21 - PLATFORMS
03'- LGD
I QT - JW. REC (stock roan)
QT - 4W' REC (stoat roan)
OJ CASTI/ER STANDS
QT 2X2 CASH/ER nx..
TOTAL RACKS: 257
RACKS PER 1000 S.F.
SALES: 46
GROSS: 37
SALES AREA: 5617
RECEIVING: 716
OTHER: 667
GROSS: 7000
FIXTURE .PLAN
PALM 962
One Eleven LaQuinta Center
78-910 Hwy. 111, La Qulnta, Co. 92253
SQ.FT: 7000
DATE: 10/17/06
STORE OPS APPROVED:
DRAWN BY:. ZEKE OSOR10
NEW STORE: ® RELOCATION: ❑ EXPANSION: ❑
OPENING DATE: 2007
REVISIONS: 11/09/06 ZO 2/15/07cj 03/09/07 ZO
03/16/07 ZO 06/11/07 ZO
3' 10'
SCALE.
1' 5' 20'
ARCHITECT / ENGINEER
Seizmic, Inc.
161 Atlantic St.
Pomona, Ca 91768
Contact: Mike Schmoker
Phone: 909-869-0989
Fax: 909-869-0981
GENERAL CONTRACTOR
Drake Contracting, Inc.
2686 N. Clovis Ave., #110
Fresno, Ca 93727
Contact` Steve Drake
Phone: 559-292-9200
Fax: 559-292-9201
TITLE PAGE
TENANT
Tuesday Morning
78-910 Hwy. 111
La Quinta, CA 92253
Contact: Cynthia Johnson
Phone: 972-934-7131
i
TABLE OF CONTENTS
PAGE NUMBERS
1. SEISMIC ANALYSIS (10 PAGES)
2. ENGINEERS LIGHT -DITTY STORAGE FIXTURE DRAWINGS
3. SITE MAP
4. FLOOR PLAN WITH RACK LAYOUT.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DAT 4 04 -BY
"I
SEIZMIC
MATERIAL HANDLING ENGINEERING
EST. 1985
STORAGE RACKS
STEEL SHELVING
SEISMIC ANALYSIS ALASKA
KENTUCKY
NORTH CAROLINA
DRIVE-IN RACKS
MOVABLE SHELVING
STRUCTURAL DESIGN ARIZONA
MARYLAND
OHIO
CANTILEVER RACKS
- STORAGE RACKS
CITY APPROVALS CALIFORNIA
MASSACHUSETTS
OKLAHOMA
MEZZANINES
MODULAR OFFICES
STATE APPROVALS COLORADO
MICHIGAN
OREGON
.CONVEYORS
-GONDOLAS
PRODUCT TESTING CONNECTICUT
MINNESOTA
PENNSYLVANIA
CAROUSELS
BOOKSTACKS
FIELD INSPECTION,, FLORIDA
MISSOURI
TENNESSEE
• PUSHBACK RACKS
FLOW RACKS
SPECIAL FABRICATION GEORGIA
MONTANA
TEXAS
RACK BUILDINGS
FOOTINGS
PERMITTING SERVICES IDAHO
NEBRASKA
UTAH
ILLINOIS
NEVADA
VIRGINIA
.
INDIANA
NEW JERSEY
WASHINGTON
KANSAS
NEW MEXICO
-WISCONSIN
SEISMIC' ANALYSIS OF
LIGHT DUTY STORAGE FIXTURES
FOR
TUESDAY MORNING #9625
78-910 HIGHWAY 111
LA QUINTA, CA 92253
JOB # 07-0224R
t
" SEIZMIC
• INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
S
PROJECT TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
SHEET NO. 2
CALCULATED BY TC
DATE 2/20/2007
TABLE OF CONTENTS
DESCRIPTION
a
COVER PAGE
TABLE OF CONTENTS
SCOPE ,
PARAMETERS
SPECIFICATIONS .
GENERAL CONFIGURATIONS
LOADS & DISTRIBUTION: TYPE 96" TALL FIXTURE
OVERTURNING ANALYSIS: TYPE 96" TALL FIXTURE
LOADS & DISTRIBUTION: TYPE 72" TALL FIXTURE (6 LEVEL)
OVERTURNING ANALYSIS: TYPE 72" TALL FIXTURE (6 LEVEL)
LOADS & DISTRIBUTION: TYPE 72" TALL FIXTURE (4 LEVEL)
OVERTURNING ANALYSIS: TYPE 72" TALL FIXTURE (4 LEVEL)
PAGE NO.
1
2
3
3
3
4
5
6
7
8
9
10
00'0
SEIZMIC
�c-
MATERIAL
HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
c
f
s PROJECT TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
SHEET NO. 3
CALCULATED BY TC
DATE 2/20/2007
LIGHT DUTY STORAGE FIXTURE
PROJECT SCOPE
THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE SYSTEM
COMPLIES WITH 2001 CBC.
SINCE UNITS ARE UNDER 96"HIGH THEN ONLY OVERTURNING ANALYSIS WILL BE PROVIDED.
PARAMETERS
LIGHT DUTY STORAGE FIXTURE UNITS WILL BE ANALYZED UTILIZING THE FOLLOWING LATERAL
FORCE FORMULA:
V=2.5xCaxIxW/R SECTION 1630.2.1
WHERE:
Ca = 0.44 <__= NOTE: Ca = 0.44 x Na, where Na = 1
I= 1.0
R = 4.4 <_= FOR BRACED FRAME
R = 5.6 <_= FOR MOMENT FRAMES
W= LL/n+DL
` n=1
1.4 <__= WORKING STRESS REDUCTION
SPECIFICATIONS
4 .
STEEL - Fy = 36000 PSI
BOLTS , A307 UNLESS OTHERWISE NOTED
RIVETS - Fy = 55,000 PSI
ANCHORS - 114"b x 2" MIN. EMBD. RAMSET/REDHEAD TRUBOLT (I.C.C.# 1372)
SHELVES - PARTICLE BOARD OR PLYWOOD
SLAB - 4 IN x 2500 PSI .
SOIL - 1,000 PSF
r
C:S=EIZM:lC::2
• INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
GENERAL CONFIGURATIONS:
1) POST
2) FOOT P
3) ANCHO
5) BEAMS
PROJECT TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
SHEET NO. 4
CALCULATED BY TC
DATE 2/20/2007
PLAN VIEW
NOTE: THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED.
r
PLAN VIEW
NOTE: THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED.
• SEIZMIC '
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT_ TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
SHEET NO. 5
CALCULATED BY TC
DATE 2/20/2007
LOADS & DISTRIBUTION:
TYPE 96" TALL FIXTURE
ANALYSIS WILL BE BASED ON 2001
CBC, WHERE SEISMIC SHEAR IS DERIVED AS:
V=2.5xCaxIxW/R
• Ca = 0.44
1
1=1
3.0 IN
R = 4.4
<== BRACED FRAMES
R=5.6
<== MOMENT FRAMES
,'n= 1
45.0 IN'
1.4
<__= WORKING STRESS REDUCTION
#of SHELF LVLS = 7
<== ACTUAL SHELF LEVELS
SHELF LL = 150 LB/LVL
<== ACTUAL SHELF LIVE LOAD
DULEVEL = 10 LB/LVL
<== ACTUAL SHELF DEAD LOAD
#of SHELF LVLS = 3
<_= ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS)
SHELF LL = 350 LB/LVL
<== ADJUSTED SHELF LIVE LOAD
DULEVEL = 23 LB/LVL-
<== ADJUSTED SHELF DEAD LOAD
TOTAL LL = 1,050 LB
12,277 IN -LB
TOTAL DL = 70 LB
NOTE: SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS
ARE DISTRIBUTED TO EACH OF THE MOMENT RESISTING BEAMS.
.
� 48" �
'�`
29"
11
• 3„ Y
SEISMIC SHEAR FRONTVIEW
V=2.5x0.44x1 x(1050 LB/1+70 LB)/5.6x1.4
SIDE VIEW
LEVEL
wx DL + LL
hx
wx hx
Fi
Movt
1
373 LB
3.0 IN
1,120
3.3 LB
10 IN -LB
2
373 LB
45.0 IN'
16,800
49.1 LB
2,210 IN -LB
3
373 LB
96.0 IN
35,840
104.8 LB
10,057 IN -LB
1,280 LB TOTAL =
53,760
157 LB
12,277 IN -LB
ro SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
SHEET NO. 6
CALCULATED BY TC
DATE 2/20/2007
OVERTURNING ANALYSIS: TYPE 96" TALL FIXTURE
FULLY LOADED:
Shear= 157 LB
Movt = 12,277 IN -LB
Mst = 15,360 IN -LB
s Puplift = (Movt x 1.15 - Mst) / d •
= [14118 - 15360] IN -LB / 24 IN
= -52 LB
Fn
5
r
EL 1 F1
• r
TOP SHELF LOADED:
Shear = 22 LB a �•I
Movt = 2,155 IN -LB
Mst = 2,160 IN -LB
Puplift = (Movt x 1.15 - Mst) / d
= [2478 - 2160] IN -LB / 24 IN ALLOWABLE TENSION = 353 LB
= 13 LB ALLOWABLE SHEAR = 560 LB
# OF ANCHORS/ B.P. = 1
d = 24.0 IN
INTERACTION EQN.
FULLY LOADED:
[0 LB/ 353 LB]"(5/3) + [79 LB/ 560 LB]^(5/3) = 0.04 < 1.0 THEREFORE OK
TOP SHELF LOADED:
[13 LB/ 353 LB]^(5/3) + [11 LB/ 560 LB]"(513) = 0.01 < 1.0 THEREFORE OK
USE - (1) ANCHOR REQUIRED PER FOOTPLATE/ POST, (4) REQUIRED PER UNIT.
TYPE - 1/4"0 x 2" MIN. EMBD. RAMSET/REDHEAD TRUBOLT (I.C.C.# 1372)
n
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
SHEET NO. 7
CALCULATED BYTC
DATE 2/20/2007
LOADS & DISTRIBUTION:
TYPE 72" TALL FIXTURE (6 LEVEL)
ANALYSIS WILL BE BASED ON 2001 CBC, WHERE SEISMIC SHEAR IS DERIVED AS:
V = 2.5 x Ca x I x W / R
Ca = 0.44
Movt
1=1
480 LB
480 LB
R = 4.4
<== BRACED FRAMES
R = 5.6
<== MOMENT FRAMES
n=1
1.4
<__= WORKING STRESS REDUCTION
#of SHELF LVLS = 6
<== ACTUAL SHELF LEVELS
SHELF LL = 150 LB/LVL
<== ACTUAL SHELF LIVE LOAD'
DULEVEL = 10 LB/LVL
<== ACTUAL SHELF DEAD LOAD
#of SHELF LVLS = 2
<== ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS)
SHELF LL =-450 LB/LVL
<== ADJUSTED SHELF LIVE LOAD
DULEVEL = 30 LB/LVL
<== ADJUSTED SHELF DEAD LOAD
TOTAL LL = 900 LB
TOTAL DL = 60 LB
NOTE:_ SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS
ARE DISTRIBUTED TO EACH OF THE MOMENT RESISTING BEAMS.
48" �
�`--
24"
3"
SEISMIC SHEAR FRONTVIEW
V= 2.5x0.44x1 x(900 LB/1 +60 LB)/5.6x1.4
SIDE VIEW
LEVEL
wx DL + LL
hx
wx hx
Fi
Movt
1
2
480 LB
480 LB
3.0 IN
72.0 IN
1,440
34,560
5.4 LB
.129.3 LB
16 IN -LB'
9,310 IN -LB
72.0 IN
1,120 LB TOTAL =
36,000
135 LB
9,326 IN -LB
SEIZMIC
INC.
,MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT TUESDAY MORNING #9625.
FOR TUESDAY MORNING, INC.
SHEET NO. 8
CALCULATED BY TC
DATE 2/20/2007
OVERTURNING ANALYSIS: TYPE 72" TALL FIXTURE (6 LEVEL)
FULLY LOADED:
EL n
Shear = 135'LB
Movt= 9,3261N -LB • EL —
Mst = 10,080 IN -LB
EL4
Puplift = (Movt x 1.15 - Mst) / d
[10725 - 10080] IN -LB / 18 IN
= 36 LB EL3 —
/ Fn
F5
EL 1
TOP SHELF LOADED:
Shear = 22 LB
Movt = 1,6161N -LB '
Mst = 1,530 IN -LB
Puplift = (Movt x 1.15 - Mst) / d
1— d
= [1859 - 1530] IN -LB / 18 IN ALLOWABLE TENSION = 353 LB
= 18 LB ALLOWABLE SHEAR = 560 LB
# OF ANCHORS/ B.P. = 1
d = 18.0 IN
INTERACTION EQN.
FULLY. LOADED:
[36 LB/ 353 LB]^(513.) + [67 LB/ 560. LB]"(5/3) = 0.05
TOP SHELF LOADED:
.[18 LB/ 353 LB]^(513) + [11 LBI 560 LB]"(5/3) = 0.01
USE - 1 ANCHOR REQUIRED PER FOOTPLATE/ POST.
TYPE - 1/4"0 x 2" MIN. EMBD. RAMSET/REDHEAD TRUBOLT. (I.C.C.# 1372)
< 1.0 THEREFORE OK
< 1.0. THEREFORE OK
SEIZMIC. PROJECT TUESDAY MORNING #9625
FOR TUESDAY MORNING, INC.
INC. SHEET NO. 9
CALCULATED BYTC
MATERIAL HANDLING ENGINEERING DATE 2/20/2007
TEL: (909) 869-0989 • FAX: (909) 869-0981
1 Al ATI ANTIC AVENUE • POMONA. CA 91768
LOADS & DISTRIBUTION:
TYPE 72" TALL FIXTURE (4 LEVEL)
ANALYSIS WILL BE BASED ON 2001
CBC; WHERE SEISMIC SHEAR IS DERIVED AS:
V=2.5xCaxIxW/R
Ca =.0.44
320 LB 3.0 IN.
320 LB 72.0 IN
=1
3.6 LB
86.2 LB
R = 4.4
<== BRACED FRAMES
R=5.6
<== MOMENT FRAMES
n= 1
24,000
' 1:4
<__= WORKING STRESS REDUCTION
#of SHELF LVLS = 4
<_= ACTUAL SHELF LEVELS
SHELF LL = 150 LB/LVL
<== ACTUAL SHELF LIVE LOAD
DULEVEL = 10 LB/LVL
<== ACTUAL SHELF DEAD LOAD
#of SHELF LVLS = 2
<== ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS)
SHELF LL =.300 LB/LVL
<== ADJUSTED SHELF LIVE LOAD
DULEVEL = 20 LB/LVL
<== ADJUSTED SHELF DEAD LOAD
TOTAL LL = 600 LB
TOTAL DL = 40 LB.
NOTE: SINCE NOT EVEkY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS
ARE DISTRIBUTED TO EACH OF THE MOMENT RESISTING BEAMS.
�i
SEISMIC SHEAR FRONTVIEW
V= 2.5x0.44x1 x(6bOLB/1+40 LB)/5.6x1.4
SIDE VIEW
LEVEL
wx DL + LL hx
wx hx
Fi
Movt
1
2
320 LB 3.0 IN.
320 LB 72.0 IN
960
. 23,040
3.6 LB
86.2 LB
11 IN -LB
6,207 IN -LB
72.0 IN
800 LB TOTAL =
24,000
1 90 LB
6,217 IN -LB
SEIZMIC
�c-
MATERIAL
HANDLING ENGINEERING
" TEL: (909) 869-0989 • FAX:.(909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT TUESDAY MORNING #9625
FOR . TUESDAY MORNING, INC.
SHEET NO. 10
CALCULATED BY TC
DATE 2/20/2007
OVERTURNING ANALYSIS: TYPE 72" TALL FIXTURE (4 LEVEL)
FULLY LOADED:
Shear= 90 LB
Movt = 6,217 IN -LB ,
Mst = 4,800 IN -LB
j
Puplift = (Movt x 1.15 - Mst) / d
_ [7150 - 4800] IN -LB / 12 IN
= 196 LB
TOP SHELF LOADED:
Shear = 22 LB'
Movt = 1,616 1 N -LB
Mst= 1,0201N -LB
Puplift = (Movt x 1.15 - Mst) / d
�d�
Fn
5
_
[1869-1 ' 020] IN -LB / 12 IN ALLOWABLE TENSION = 353 LB
= 70 LBALLOWABLE SHEAR= 560'LB
# OF ANCHORS/ B.P. = 1
d = 12.0 IN .
INTERACTION EQN.
FULLY LOADED:.
[196 LB/ 353 LB]^(5/3).+ [45 LB/ 560 LB]^(5/3) = 0.39
TOP SHELF LOADED:
[70 LB/ 353 LB]^(513) + [11 LB/ 560 LB]^(5/3) = 0.07
USE - 1 ANCHOR REQUIRED PER FOOTPLATE/ POST.
TYPE - 1/4"0 x 2" MIN. EMBD. RAMSET/REDHEAD TRUBOLT. (I.C.C.# 1372)
< 1.0 THEREFORE OK
< 1.0 THEREFORE OK