04-3503 (CSCS)P.O. Box 1504
.78-495 CALLS TAMPICO
~LA QUINTA,,CALI.FORN1A 92253
BUILDING PERMIT
BUILDING&� SAFETY DEPARTMENT
(760).777-7012
FAX (760) 777-7011
INSPECTION REQUESTS (760) 777-7153
Application Number X04-00003503
Property Address _,,';., r.. , :. 79305 HIGHWAY 111
APN: - 649-030-999-7 -30420
Tenant nbr, name "SHELL" PARCEL
Application description . . . NEW COMML - STORES & CI
Property Zoning . . . .REGIONAL COMMERCIAL
Application valuation . .' ' . x ..4.91464
Owner r '' :� ��z _'�-:'ti Contractor. `•
STAMKO DEV CO STAMKO DEVELOPM1
C/O PROVIDENT FINANCIAL MGMT 3856 VIA DOLCE
10345 W.OLYMPIC BLVD 2 FL MARINA DEL REY
LOS ANGELES CA 90064 (310) 789-5288
Date 5/19/04
7
1STOMER SERVICE
4
;NT COMPANY
CA 90292
WCC: STATE FUND
WC: 1557214 05/01/05
CSLB: 762799 05/31/05
CCC: A
-------------------------- -Structure Information -------------------------
Construction Type . . . . . TYPE V - NON RATED
Occupancy Type . . . . . . MERCANTILE
Flood Zone . . . . . . . . NON -AO FLOOD ZONE
Other struct info . . . . . CODE EDITION 2001
FIRE SPRINKLERS .,_YES,
MIXED -USE.. OCCUPANCY t 'M _SHE_LL,
PATI,O'- SQ 'FTG 892'.,00
FIRST FLOOR SQ FTGt. 11000.00
-----Permit . ILDING PERMIT4,
-. -. -. --BU'4----ti - ;---'----.------;--- `\�, ~- - -
.---
Additional desc
Permit Fee . . . 2011.50 Plan Check Fee 13-07.48
Issue Date Valuation 491464
Qty Unit Charge Per Extension
BASE FEE 639.50
'392 .,00_�„; �+ 3,. 5000,THOU °BLDG ; 100,001-500,000 1372.00
---------------
Permit . . . MECHANICAL
Additional desc
Permit Fee . . 240.50 Plan Check Fee 60.13
Issue Date Valuation 0
J
Qty Unit Charge Per � Ext e Sion
F
Y 2 5 2004
:' OF LA QUjINTA
�,
-,,CF-DEPT. '
P.O. BOX 1504 '���
VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 444INSPECTIONS (760) 777-7153
BUILDING & SAFETY DEPARTMENT
Application Number:
Applicant:
Applicant's Mailing Address:
Date:
Arc ' ct or ngineer:
Arc itect or Engineer's -1A dress:
Lic. No.: C /a.3( 3
tsUILUING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I hereby affirmunder enalty of perjury that I am licensed under provisions of C pt 9 co icing with Section
Code, and my Lice is in full force and effect. 7000) of Division 3 of the Business and Professionals
License Class License No. C
Date Contractor v� GJ%l& .
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).):
U 1, 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 or 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 contractors) licensed pursuant to
the Contractors' State License Law.).
U I am exempt under Sec. , BA P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
1 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.
1 v and 'll mai orke ompensation insurance, as required b S n 3700 of the Labor Code, for the performance of the work for which this permit is
d. coo a ation insurance carrier Cartier Policy Number
I certify at, in the pe ornance of the work for which thTs permits i1sulid, I sh II not employ any person in any manner so as to became subject to the workers'
compensation laws of California, a ree that, if I shoul beco ubject thevthwiffi mp1 with those provi workers' compensation provisions of Section 3700 of the Labor Code, I shall
Date Applicant
WARNIN FAIL )2E TO SECURE WORKERS' COMPENSATION 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.
CONSTRUCTION LENDING AGENCY
I hereby affirm agrf 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 NameLender's Addre
IMPORTANT Application is hereby made to the Director of'Building APPLICANT SCKNOWLEDGEMENT
9 Safety Apermit 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, indemnity 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 gpd 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 cancell
I certify that I have read this pplication and state that the above info s correct 1 agree all ci nd County ordinances and state laws relating to building
construction, and reby a ortz epresentatives of this county to r n v o y f i pection purposes.
M.
Date 0 ignature (Applicant or Agent):
q
y'M1i�fif Y�.4aTya�.1F.( e� Z`t:•p .tl
rd'Sf':�ry A, i+.�y,f .+. `n �r'�t��v°•�-'Y�.
r
Qty
Unit Charge
Per
Page
2
Application Number
04-00003503
Date
5/19/04
Qty Unit
Charge
Per
EA
PLB
Extension
84.00
1.00
BASE
FEE
PLB
15.00
10.00
9.0000
EA MECH
FURNACE <=100K
PLB
90.00
10.00
9.0000
EA MECH
B/C <=3HP/100K BTU
PLB
90.00
7.00
6.5000
EA MECH
EXHAUST HOOD
PLB
45.50
Permit
.1.00
ELEC-NEW COMMERCIAL
EA
PLB
Additional desc
9.00
1.00
3.0000
EA
PLB
Permit Fee . .
. .
235.00
Plan Check Fee
EA
58.75
Issue Date . .
. .
1.00
Valuation
EA
0
Qty Unit
Charge
Per
---------------------
. . . . . GRADING PERMIT
Extension
desc
BASE
FEE
15.00
=. 11000.00
----------------------------------------------------------
.0200
ELEC
GARAGE OR NON-RESIDENTIAL
.00
.220.•00
Permit . ... .
. .
PLUMBING
Valuation
-----------------
Qty Unit Charge
Additional desc
Extension
----------------------------------=-------------------------------
Permit Fee
BASE
213.00
Plan Check Fee
Special Notes and Comments
53.25
Issue Date . .
. .
COMMERCIAL
Valuation . .1
S.F.
0
Qty
Unit Charge
Per
Extension
BASE FEE
15.00
14.00
6.0000
EA
PLB
FIXTURE
84.00
1.00
15.0000
EA
PLB
BUILDING SEWER
15.00
2.00
6.0000
EA
PLB
ROOF DRAIN
12.00
7.0,0
7.5000
EA
PLB
WATER HEATER/VENT
52.50
1.00
3.0000
EA
PLB
WATER INST/ALT/REP
3.00
.1.00
9.0000
EA
PLB
LAWN SPRINKLER SYSTEM
9.00
1.00
3.0000
EA
PLB
GAS PIPE 1-4 OUTLETS
3.00
6.00
.7500
EA
PLB
GAS PIPE >=5
4.50
1.00
15.0000
EA
PLB
GAS METER
15.00
Permit .
---------------------
. . . . . GRADING PERMIT
Additional
desc
Permit Fee
. . . .
15.00
Plan Check Fee
.00
Issue Date
Valuation
. . 0
Qty Unit Charge
Per
Extension
----------------------------------=-------------------------------
BASE
FEE.-
15.00
Special Notes and Comments
COMMERCIAL
- **11,000
S.F.
SHELL**
a
'Page 3
Application Number . . . . . 04-00003503 Date 57,19/04
Special Notes and Comments
(M RETAIL PROPOSED), TYPE VN
SPRINKLER, 2001 CODES. PERMIT DOES NOT
INCLUDE BLOCK WALLS, TRASH ENCLOSURE AND
SITE'LIGHTING
----------------------------------------------------------------------------
Other Fees . ... ART IN PUBLIC PLACES -COM 2437.32
DIF CIVIC CENTER - COMM 514.03
DIF FIRE PROTECTION -COMM 173.14
STRONG MOTION (SMI) - COM 103.20
DIF STREET MAINT FAC -COMM 124.44
DIF TRANSPORTATION - COMM 9328.30
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 2715.00 .00 .00 2715.00
Plan Check Total 1479.61 1469.25 .00 10.36
Other Fee Total 12680.43 .00 .00 12680.43
Grand Total 16.875..04 1469.25 .00 15405.79
J.
Building r'74 y 2 OSr-
Address
( ( J
Owner
T-&t
P.O. BOX 1504
78-495 CALLE TAMPICO
of t i ( LA QUINTA, CALIFORNIA 92253
IIT
Address ! $- 6,n rHL1_ p tom S
ILDING: TYPE'CONST
Number
I
Lit
04 - 3503
APPLICATIION ONLY
GRP. t1
City
Ziipp
Tel.
VAI
IZZ
760/-771-7(
Legal Description
Project Description t�OfJI��
�� -��a. V•
Contractor T,Q
�MXV
/ v T7
C (_
SWELL_ om i-
Address
City
Zip
Tel..
State Lic.
& Classif. 6 Z 7 9
City
Lic. # a f �,
Sq. Ft.
No. tt NoDw. /
Stories t Units
Arch., Engr.,
Designer T�Y—`r-o to {- TU C*'AS1:t1
New4 Add ❑
Alter ❑ Repair ❑ Demolition- ❑
Address
Tel.
11 k W . O 1-,C.JD .
CityZi
cru
�o&az
State
Lic. # C1 3 6 3
i
7'77
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Sectlon
7000) of Division 3 of the Business and.Professlons Code, and my license is In full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
-I hereby affirm that I am exempt from the Contractors License Law for the following
reason., (Sec., .7031.5, Business ana.' Professions Code: Any city or county which requires a
permit•to.construcf; after, improve, demoksh, or repair any structure, prior to'fls Issuance also
requires fps applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions'of the --Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he Is exempt therefrom, and the basis
for the alleged. exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the appicenf 10 a civil penally of not more than five hundred dollars ($500).
1-: I, as ownerof 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, Bu/sness and
Code: The Contractor's License Law noes not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provitled that such improvements are not intended or o/fared 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 did not build.a improve for the purpose o/ sale.)
Estimated Valuation
l —�
l7
PERMIT
AMOUNT
Plan Chk. Dep.
I _
co
Plan Chk. Bal.
Const.
Mech.
-
Electrical
Plumbing
I 1 1, as owner of the property, am exclusively contracting with licensed contractors to con.
strucl the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractors) licensed pursuant to the Contractor's License Law.)
i i 1 am exempt under Sec. B. & P.C. for this reason
S. M.1.
I '
Grading
Driveway Enc.
_
Date Owner
infrastructure
I A
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3900, Labor Code.)
Policy No. Company
(l Copy is filed with the city. ❑ Certified copy Is hereby furnished.
TOTAL
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE -
REMARKS
-
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.)
I certify that in the performance of the work for which this permit is issued, 1 shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
j
i
Date Owner
NOTICE TO APPLICANT: h, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
ZONE: ' BY: -
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
I _
Side Setback from Property Line
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
FINAL DATE
INSPECTOR
I
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration it work thereunder is suspended for 180 days.
I certify that 1 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 the above-
mentioned property for inspection purposes.
Issued by:Date
Validated by:
Permit
Signature of applicant Date
Mailing Address
Validation:
YELLOW = APPLICANT PINK= FINANCE
City, State, Zip '
WHITE = BUILDING DEPARTMENT
Yi Z
too",
i
I "mmftmw
n
mac, ti o
'17A4
BOX 1504 BUILDING & SAFETY DEPARTMENT
OF ttl�9ts�k 78-495 CALLE TAMPICO (760) 777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
To: Greg Butler, Building & Safety Manager
From: Oscar Orci, Planning Manager
To CDD: 01-26-2004
Due date: 02-03-2004
Status:lsT Review
Building Plans Approval '
(This is an approval to issue a Building Permit)
The Community Development Department has reviewed the Building Plans for the
following project:
Description: 11,000 SQ. FT. RETAIL BLDG. (SHELL ONLY) FULLY SPRINKLED
Address or general location: 79-305 HWY 111 BUILDING #7
Applicant Contact: STAMKO DEVELOPMENT (760) 777-7686
The Community Development Department finds that:
❑ -...these Building Plans do not require Community Development Department
apal. ,
...these Building Plans are approved by the Community Development
Department.
O ...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.
F
scar Orci, Planni ager Date
' 03-17-04.. 02:48pm From-HALLIS ENGINEERING INC 3239377016 T-801 P.02/08 F-002
'Mar 17 04 02:18p IID ENERGY 760 391-5999 p.2
i
r
I M A I IRRI GAII ON 0
• ^Y1C
S T R I C I
P w COACHELLA VALLEY POWER DIVISION
81-600 AVENUE 53 - P. O. BOX 1D80 - LA QUINTA, CALIFORNIA U2263-1080
TELEPHONE (760) 398.5854 - FAX (760) 391-5999
x
IIDPD-DDC
Hallis Engineering, Inc. '
Mr. Jacob Karlin
3410 Wilshire Blvd. Suite 303
Los Angeles, CA 90036
March 16,
Subject: Available Short Circuit Current Calculation for the Center it La Quinta,
79305 avwy 111, La Quinta.
Dear Mr. Karlin:
The available Short Circuit Current at the secondary terminals of the tranaf
32,501 Amps RMS Symmetrical at 208 volts.
This is based upon the following information:
1) Transformer size: 500 KVA
2) Transformer impedance: 4%
3) Primary voltage: 7,200/12,470Y volts
4) Secondary voltage: '208 volts
5) Transformer connection: Wye/Wye
6) No motor contribution to fault current.
Please contact me should you have any questions, at (760) 398-5820.
Thank You,
Carlos Partida!
Distribution q
is
Cp/ms
)
SECFAULTJAr.Cen1- at LQ
;
i 03/17/2004 WED 15:47 [TI/RX NO 89701 0 002 �'
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P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT
78-495 CALLE TAMPICO. (760) 777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
M I -
Fax TmmmKt;ii1
To: Jim Thury, P+R Architects From: Greg Butler, Building &Safety Manager
Fax: 562-628-8005 Pages: Two, including cover
Phone: 562-628-8082 Date: 2/26/2004
Re: ' Stamko Bldg 7 (79-305 Highway 111) CC:
Jim,
Here is the written commitment you're looking for. I've handed off a copy to Burt
currently doing the non-structural plan review.
Thanks for coordinating this with the Civil Drawings.
BTW, I met Krista Czapla this morning, during a meeting regarding Circuit City.
Best Wishes,
Ia. who is
02/24/2004 17:03 FAX 562 628 8005
4
P+R ARCHITECTS
[a 001/002
==win F= i HIM
A R C H I T li C T S
FAX COVER SHEET
Date:
To: FAX No.. �� 777 X7411Li- oulnm 7, 6 o) - '77 7
i' . r t t
/ r ■ s t:
i 1► L
Re:
r 1 M ■
Project No.: , a7
File No.:
No, Pages Sent Including cover);__
Transmitting FAX No.:
cc: — u� cc. FAX No.: 5( 62) E28-8005
Description:
Site Plans
❑ Elevations
11 Sketches
Remarks:
El At Your Request
❑ For Your Approval
❑ For Your Signature
❑ Working Drawings
❑ Shop Drawings
❑ Specifications .
XFor Review & CommE!nt
❑ For Your Usellnfo
❑ For Your Files
Q Correspondence
❑ Literature
❑ Other
❑ For Distribution
❑ For Bidding
00ther.
0
TT�iA�s
S:T0RMSIP+R roensIl.5vai ax Coverw fines.dw
Corporate Office: 111 West Ocean Boulevard, 21st Floor, Long Beach, CA 90802 + (562) 628-8000
Regional Offices: Newport Beach, CA • Washington, OC • La.,- Vegas, NV • Portland, OR • Rogers, ill?
t✓
A I :;
err .tee
R$15
EXCEPTION TAKEN [] REVISE AND RESUBMIT
AS NOTED
i t
C1 REACTED ❑ MAKE CORRECTIONS
❑ SUBMIT SPECIFIED ITEM
Reviewing is only for garpral conformance with the design
concept of the project anti general compliance with the
information given in the contract documents. Any action
shown is subject to the requirements of the plans and
speciftcaticns. Contractor is res nnc�h���• "''^�ssions
which shallbe confirmed and correlated at the job site;
fabrication processes and techniques of construction;
coordination of his work with that of all other trades; and the
satisfactory performance of his work.
ANF and Associates
AU
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CTYP-uNo ,;
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1 �
21 P�
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
low %
GENtRE AT � au.! NrA - P�cEL 1 �Hr a r�F 2
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(97,81 RAW,
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0.57%
67.5
67.07 TP
CITY
OF --LA QUINTA
SHEET NO.
Earth Systems
Southwest
79-811 B Country Club Drive
Indio, CA 92203
(760) 345-1588 (800) 924-7015
DAILY REPORT OF INSPECTION OF CONCRETE
SB/R.S CO. GOV. UBC TITLE 21/24 OTHER
Building Permit No.: DSA Application No.: Date of Inspection: y"06
Project Name: &/,9 r2fir,✓7w Job No.: 09t/-) 2-07
Project Address: ! 9 ' 3C�7 A,4 ,'.4 r
Architect: Structural Engineer: flivi= .�SSrY iA�ES
General Contractor: Sub Contractor:
TYPE OF INSPECTION: Reinforcing Placement Other
Description of Work Inspected:
e--11 C% 41;
Unresolved Items:
Descriptive Location of Samples:
Slump
Water Added
Air Content, %:
Cone Temp:
Air Temp:
Unit Wt.:
Time in Mixer: Supplier:_
Specified Strength: Mix Design
Sample Time:
Admixture:
Truck #:
# of Samples:
wr. .
Field I.D. Marking:
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and .10 the best of my ability 6 have found this work to comply with the approved
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No. 4 i 'T%,,,ev, 1. :Lcr�f�� i Inspector's Signature
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum. i'
Contractor's Representative •V—
BD -M-402 (10198) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
Earth Systems r
Southwest
79-811 B Country Club Drive
Indio, CA 92203
(760) 345-1588 (800) 924-7015
DAILY REPORT OF INSPECTION OF CONCRETE
SB/R.S CO. GOV. , UBC,„ TITLE 21/24 OTHER '
r
t
Building Permit No.: DSA Application No.: Date of Inspection: O -19 K,
Project Name: ?Ni- Ci- ALTiZr /d/ A'fl Job No.:
Project Address: % % - 3 o 5 N�,w / / / L zqt /)ri,... k,4 c�4
Architect: PEWkn cyi>-Z 1 -Y l cil-�-/ Structural Engineer: f/ 1,1E
General Contractor: Sub Contractor:
TYPE OF INSPECTION: Reinforcing Placement Other
Description of Work Inspected:
e- IV- ,A `7A � r/ 'd r Ln n , iv - /�, f, &"� 1 A4-„ /
iU�t �l1�0i3 Si7� �L,�i�»/<� f f �vtiit/l� . a 1,
�t
f
Unresolved Items:
n
91
Descriptive Location of Samples:
Slump: Cone Temp: Time in Mixer:Supplier: Admixture:
Water Added: Air Temp: Specified Strength: Mix Design: Truck #: '
Air Content, %: Unit Wt.: Sample Time- # of Samples:
Field I.D. Marking: ' r
I hereby certify that I have inspected all of the above reported work, unless otherwise noted, and to the best of my ability I have found this "work to comply with the approved'
plans, specifications & applicable building laws. Final report issued at project completion.
Inspector's Name/No' �_��� ! 'T•�•>,=� > >T-h�i : Inspector's Signature
All inspections based on a minimum of 4 hours; over 4 hours will be an 8 hour minimum.
In addition, any inspection extending past 12 pm will be an 8 hour minimum. ;
tiContractor's Representative % --
BD -M-402 (10/98) Copy 1 ESC Lab Copy 2 Project Superintendent Copy 3 Governing Agency
SSI GLULAM COVER SHEET
PROJECT
entre at La Quinta- Parcel 7
PROJECT ADDRESS
Pr%--0VJ%J0 La Quinta
riv. CUSTOMER
Jacobsson Engineering Const
0-9110BYSA APP. No. NOT APPLICABLE
GENERALNOTES
MANUFACTURE: PER 1997 UNIFORM BUILDING CODE, CHAPTER 23,
AMERICAN NATIONAL STANDARD ANSI 190.1-1992, STRUCTURAL GLUED
LAMINATED TIMBER, AND ICBO REPORT 0.3983.
CERTIFICATION AND INSPECTION• PER 19
CODE SEC. 2304.1 & 2340.4.3, PERFOR�Ig �SAND RESUBMIT
AGENCY FOR STRUCTURAL GLUED IN ED TIMBER RECOGNI;S'ED
A COMPLIANCE ASSURANCE AND/OR I S CfI NCY. MAKE CORRECTIONS
AN AMERICAN WOOD SYSTEMS (APA-ElS CERTIFICAB SUBMIT SPECIFIED ITEM
WILL BE ISSUED. EACH GLUED LAMINAE RaMi 9 i$ LAA& general conformance with the design
MARKED WITH AN APA-EWS STAMP. - h tt nit eneral corn liance with the
ABBREVIATIONS LEGEND FOR T
APPEARANCE: 1
MOISTURE CONTENT: 14%
WRAP: S
FINISH: S3
SEAL: E
STRESS REQUIREMENTS: 240OF
DELIVERY: F.O.B. PLANT
REMARKS:
concept o t e prois a to p
information given in the contract documents. Any action
AlQ u ( tW Qts of the plans and
speciRcations. Contractor is responsible for: dimensions
which shall be confirmed and correlated at the job site;
fabrication processes and teshniques of construction;
coordination of his work with that of all other trades; and the
satista "perbntarm of his work.
ANF and Associates
SrEIGHT (CUSTOMER TO UNLOAD).
Date ;z /) . / 4,4 By '_L_ —
In preparation of these shop drawings, Standard Structures Inc. has relied upon plans and /or specifications or other information
prepared by representatives of the owner and cannot be held responsible if the information furnished is erroneous. It is the sole
responsibility of the customer to coordinate these shop drawings with the owners representatives and the "For Construction" project
plans and specifications. The customer shall approve these shop drawings for dimensions, quantities, specifications and details.
Standard Structures Inc. cannot be held accountable for items not brought to the attention of Standard Structures Inc..
L31
KeV/sions:
04
GB JOB NO:
Standard Structures Inc.
340 Standard Avenue, Windsor, Ca. 96492-8767
GB Phone: (707) 544-2982 Fax: (707) 838-6251 SHEET:
techservices@standardstructures.com
RECEIVE®
Rev. 12/20/99 MAR V-6 2004
JACOBSON ENG. CONTR., INC.
tel• 30� 44" [ I 1,11111111111111P
1 OF 4
I INITIALS
JOB
r►
f
to
do
Standard Structures Inc.
-. BILL OF MATERIALS DACE: 311512004-
340 Standard Avenue, Wlndsor, Co. 98492-8767
21
- SSI BUILDING: Parcel 7
Phone: (707) 644,2882 Faz: CM9386261
techser4cee®etandvdetructuree.com
SIMPLE SPAN GLULAM BEAMS
SSI LEVEL: Roof
BSI Job No.:
DSAAppL No.: NOT APPLICABLE Dreftepemon: GB
WILD
Job Nene: Centre at La Quinta- Parcel 7
-END
Checker.
Location: La Quinta
• �
Salesperson: GB M _j
customer, Jacobsson Engineering Const
• A
Delta
W
QTY
MARK
SIZE
LENGTH (A)
APPEAR-
ANCE
MOISTURE
COHIENT
WRAP
FINISH
SEAL
CAMBER
(M)
COMBINATION
REMARKS
O
d
y
(FTaN-187X5)
•
1
R802
DF
5.125x24
28• 03 00
1
14%
S
S3
E
N
1.25" '
24F -V4
1
RB03
DF
6.75x33
45 06 00
1
14°r6
S
S3
E
N
2"
24F -V4
1
RB05
DF
5.125x21
21 03 00
1
14%
S
S3
E
N
0.5"
24F -V4
1
RB08
DF
5.125x21
21 09 00
1
14%
S
S3
E
N
0.375"
24F -V4
1
RB09
DF
5.125x21
14 09 00
1
14%
S
S3
E
N
0
24F -V4
1
RB10
DF
5.125x21
23 00 00
1
14%
S
S3
E
N
0.375"
24F -V4
2
RB13
DF
5.125x15
20 06 00
1
14%
S
S3
E
N
0.50"
24F -V4
1
RB14
DF
5.125x15
21 00 00
1
14%
S
S3
E
N
R=1600'
24F -V4
1
RB15
DF
5.12505
17 00 00
1
14%
S
S3
E
N
R=1600'
24F -V4
1
RB16
DF
5.125x15
24 06 00
1
14%
S
S3
E
N
R=1600'
24F -V4
IT S THE RESPONSIBILITY OF THE PURCHASER TO REVIEW AND APPROVE AL INFORMATION CONTAINED HEREIN. THE PURCHASER IS RESPONSIBLE FOR COORDINATION OF
SHEET 0
*SSI PRODUCTS WITH ALL OTHER TRADES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. UNLESS OTHERWISE NOTED ALL GLULAM BEAMS ARE AS SPECIFIED BY THE
ENGINEER OF RECORD. HANGERS AND HARDWARE FOR GLULAM BEAMS ARE NOT INCLUDED IN THIS SUBMITTAL AND ARE TO BE SUPPLIED BY OTHERS, UNLESS OTHERWISE
2 OF 4
NOTED. REFER TO S.S.I.ORDER ACKNOWLEDGEMENT FOR INCLUSIONS AND EXCLUSIONS. REPORT SHIPPING ERRORS IMMEDIATELY TO S.S.I. OPERATIONS DEPT. AT EXT. 220.
_
Rev. 12/20789
Standard Structures Inc: BILL OF MATERIALS DATE: 3/15/2004
300 Standard Av.nuo, Windsor, Co. 96482.8767 SSI BUILDING: Parcell
Phone: [071600.2882 Fea: (T0T) 8386261
tschaarvkat�ttandsrdstruCursa.com SIMPLE SPAN GLULAM BEAMS . SSI Levee Roof
881 Jeb No.: DSAAppL No.: NOT APPLICABLE Draftsperson: GB - - WILD
_END
Job Name: Centre at La Quinta- Parcel 7 Checker:
I
LocaUen: La Quinta Salesperson: GB _; . M
Customer. Jacobsson Engineering Const A oo
Dena
CITY
MARK
i
SIZE
LENGTH (A)
APPEAR •
ANCE
MOISTURE
CCNrENT
WRAP
WRAP
FINISH
SEAL
IM)
COMBINATION
REMARKS
US
O
W
(FTaJ.1S7Hs)
3
RB17
DF
5.125x15
14 06 00
1
14%
S
S3
E
N
R=1600'
24F-V4
1
RB18
DF
5.125x15
23 00 -00
1
14%
S
S3
E
N
R=1600'
24F-V4
1
RB19
DF
5.125x15
20 00 00
1
14%
S
S3
E
N
R=1600'
24F-V4
2
RB20
DF
5.125x15
23 00 00
1
14%
S
S3
E
N
R=1600'
24F-V4
IT IS THE RESPONSIBILITY OF THE PURCHASER TO REVIEW AND APPROVE ALL INFORMATION CONTAINED HEREIN. THE PURCHASER IS RESPONSIBLE FOR COORDINATION OF
SHEET i
SSI PRODUCTS WITH ALL OTHER TRADES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. UNLESS OTHERWISE NOTED ALL GLULAM BEAMS ARE AS SPECIFIED BY THE
ENGINEER OF RECORD. W ANGERS AND HARDWARE FOR GLULAM BEAMS ARE NOT INCLUDED IN THIS SUBMITTAL AND ARE TO BE SUPPLIED BY OTHERS, UNLESS OTH
3 OF 4
NOTED. REFER TO S.S.I.ORDER ACKNOWLEDGEMENT FOR INCLUSIONS AND EXCLUSIONS. REPORT SHIPPING ERRORS IMMEDIATELY TO S.S.I.OPERATIONS DEPT. AT EXT. 220.
Rev. 12/20199
Standard Structures Inc. BILL OF MATERIALS DATE: 3/15/2004
340 Standard Avenue,WMdaor, Ca. 85482-8787 SSI BUILDING: Parcel l
Phone: (707) 644.2882 Fax: CM 8384281
techa.Mcea®atandardatructuraa.com SINGLE CANTILEVER GLULAM SSI LEVEL: ROOT
SSI Job No.: DSAAppL No.: NOT APPLICABLE Dr4Rspemon: GB WILD
Job Name: Centre at La Quinta- Parcel 7 Checker:
FI L
Location: La Quinta Salesperson: GB` -� N I I N
Customer. Jacobsson Engineering Const
A
r
DtRa
W
CITY
MARK
SIZE
LE1eTHt1(sj)
coloru�r
WRAP
FINISH
SEAL
RIGHT
CANTILEVER
RIGHT
LEVER
CAMB
COMBINATION
REMARKS
ANCE
(L)
EL�EVIATION
(h9)ER
o
rn
(N)
1
RB01
DF
6.75x33
49 00 00
1
14%
S
S3
E
N
4-00-00
0
2"
24F -V8
1
RB04
DF
6.75x39
61 06 00
1
14%
S
S3
E
N
5-00-00
0
2.5'
24F -V8
1
RB06
DF
- 5.125)(21
23 00 00
1
14%
S
S3
E
N
5-06-00
0
0.5'
24F -V8
1
RB07
DF
5.12541
30 03 00.
1
14%
S
S3
E
N
5-06-00
0
0.5'
24F -V8
1
RB11
DF
5.125x21
27 06 00
1
14%
S
S3
E
N
4-06-00
0
0.5"
24F -V8
1
RB12
DF
5.12541
24 06 00
1
14%
S
S3
E
N
4-06-00
0
0.5"
24F -V8
DF
N
DF
N
DF
N
DFF
N
9S THE RESPONSIBILITY OF THE PURCHASER TO REVIEW AND APPROVE ALL INFORMATION CONTAINED HEREIN. THE PURCHASER IS RESPONSIBLE FOR COORDINATION OF
SHEET 0
SSI PRODUCTS WITH ALL OTHER TRADES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. UNLESS OTHERWISE NOTED ALL GLULAM BEAMS ARE AS SPECIFIED BY THE
ENGINEER OF RECORD. HANGERS AND HARDWARE FOR GLULAM BEAMS ARE NOT INCLUDED IN THIS SUBMITTAL AND ARE TO BE SUPPLIED BY OTHERS, UNLESS OTHERWISE
4 OF 4
NOTED. REFER TO S.S.I.ORDER ACKNOWLEDGEMENT FOR INCLUSIONS AND EXCLUSIONS. REPORT SHIPPING ERRORS IMMEDIATELY TO S.S.I.OPERATIONS DEPT. AT EXT. 220.
Rev. 12120199
F
n
I
SSI JOIST COVER SHEET
PROJECT
Centre at La Quinta - Parcel 7
La Quinta
CUSTOMER
Jacobsson Engineering Const
GENERAL NOTES
1) SSI JOISTS ARE NOT CAMBERED UNLESS NOTED HEREIN.
2) COORDINATE THE ATTACHED BILL OF MATERIALS WITH SSI JOIST PLACEMENT
PLANS TO ENSURE PROPER PRODUCT APPLICATION.
3) VERIFY ALL DETAILS OF SSI BILL OF MATERIALS AND SSI JOIST PLACEMENT PLANS
WITH STRUCTURAL AND ARCHITECTURAL PROJECT PLANS AND SPECIFICATIONS.
4) PLEASE NOTE THAT SSI HAS CHANGED SOME OF THE NOMENCLATURE OF
IT'S PRODUCTS. IF YOU ARE A DESIGN PROFESSIONAL OR A BUILDING OFFICIAL,
VISIT OUR WEB SITE: ssispec.corn AND BECOME A MEMBER TO
LEARN MORE ABOUT THE NEW LINE OF SSI I -JOISTS.
NOMENCLATURE CHANGE
ssl 44MX = ssl 445 W/ 2400f-2.OE SPF FLANGES & 1/2" OSB WEB
In preparation of these shop drawings, Standard Structures Inc. has relied upon plans and /or specifications or other information
prepared by representatives of the owner and cannot be held responsible if the information furnished is erroneous. it is the sole
responsibility of the customer to coordinate these shop drawings with the owners representatives and the "For Construction" project
plans and specifications. The customer shall approve these shop drawings for dimensions, quantities, specifications and details.
Standard Structures Inc. cannot be held accountable for items not brought to the attention of Standard Structures Inc..
Dare: Revisions:
03/15/2004
DRAWN: GB J08 NO:
CHECKED: StancWrd Structures Inc.
21 340 Standard Avenue, Windsor, Ca. 954925767
ENGINEER: Phone: (707) 644-2982 Fax: (707) 8386261 SHEET:
tochservices@standardstructures.com
SALESMAN: GB
Rev. 11/27/2000
1 OF 4
BILL OF MATERIALS - - DATE; 03/15/2004.
Standard Structures Inc.
( 340Stan(7ff Avanuo, ��' ■O'�� sslsulLDlNc: Parcell
Phone: p07( 64d.Y984 Fax: (107) 8336251 J
teeha ervlcea�atenderd atruthuea.eom
SSILEVEL: Roof
SSI Job No.: DSA Appi No.: #REF! Draftsperson: GB
Job Name: Centre at La Quinta - Parcel 7 Eng. Tech:
Location; La Quinta Checker:
Customer, Jacobsson Engineering Const Engineer:_
Delta' 'L Salesperson: GB ,
DELTA
cALc.
MARK
QTY
JOIST
DEPTH
JOIST
JOIST
LENGTH
GRADE
SPECIE
S
PROFILE
X (In.)
Y (in.)
e
�e
0
m
Filler Size
(N. x trL)
Length
REMARKS
a
(In)
SERIES
(R-in-l6ths)
a �
�+ �
a
(ftan46th)
ii
RP01
21
26
44Mx
30-00-00
F8
SPF
A
0.00
0.00
0
0
0
0
0
N
RP02
21
26
44Mx
29-09-00
F8
SPF
A
0.00
0.00
0
0
0
0
0
N
BP01
21
-26
550Mr
8-00-00
F8
SPF
A
0.00
0.00
0
0
0
0
0
N
BP02
1
26
550Mr
5-00-00
F8
SPF
A
0.00
0.00
0
0
0
0
0
N
BP03
1
26
550Mr
10-00-00
F8
SPF
A
0.00
0.00
0
0
0
0
0
N
JOIST PROFILER: LENGTH
, EJ6T�I
LENGTH , LEGTM �
I
�I_--
A B
TT
C tl���:
y Y
CODE APPROVALS:fT
IS THE RESPONSIBILITY OF THE PURCHASER TO REVIEW AND APPROVE ALL INFORMATION CONTAINED HEREIN. THE PURCHASER IS RESPONSIBLE FOR COORDINATION OF SSI PRODUCTS WITH ALL OTHER TRADES
SHEET 0
ICBO•ES Report No.PFG432S
INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. UNLESS OTHERWISE NOTED ALL GLULAM BEAMS ARE AS SPECIFIED BY THE ENGINEER OF RECORD. HANGERS AND HARDWARE FOR GLULAM BEAMS ARE NOT
TO ORDER ACKNOWLEDGEMENT FOR INCLUSIONS AND EXCLUSIONS. REPORT SHIPPING ERRORS
2 0 F 4
LA.Cdy Research Report: RR 24708
INCLUDED IN THISSUBMITTALARETO BE AT OCT 22p BY OTHERS, UNLESS OTHERWISE NOTED. REFER S.S.I.
3B TTALA AND
Division of State ArchBeet PA -03B
Rev. 1127/2000
Standard Structures Inc. BILL OF MATERIALS DATE; 03/15/2004
340 Standard Avonua.VMdsor. Ca. 954928/07 SSI BUILDING; Parcell
Pl)e444a2 Fax: e
tacuewleaa@atenderdatruMree.comSSI JOIST ACCESSORIES SSILEVEL; Roof
SSI Job No.: DSA ApptNo.: #REFI Drafteperson: GB
Job Name: Centre at La QUlnta - Parcel 7 Eng. Tech:
Location; La QUlnta - Checker:
Customer; Jacobsson Engineering Const Engineer.
Delta L ' Salesperson: GB
FIELD ATTACHED WEB STIFFENERS
DELTA
MARK
QTY
SPECIES
JOIST DEPTH
(In)
JOIST SERIES
STIFFENER WIDTH
(In.)
STIFFENER
PROFILE
"
STIFFENER X"
CUT
(In.)
STIFFENER "Y" CUT
(In) •
REMARKS
Moll
168
SPF
26
44Mx
3.5"
A
0
0
JOIST PROFILES M1 LENGTH� LENC_ _ TF+ ,J
A
LENGTH �a LENGTH�
Y Y
CODE APPROVALS;
ICMES Report No.PFC4325
LA -City Research Report: RR 74706
DMsbn of State Architect PA -038
IT 15 THE RESPONSIBILITY OF THE PURCHASER TO REVIEW AND APPROVE ALL INFORMATION CONTAINED HEREIN. THE PURCHASER IS RESPONSIBLE FOR COORDINATION OF SSI PRODUCTS WITH ALL OTHER
TRADES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. UNLESS OTHERWISE NOTED ALL GLULAM BEAMS ARE AS SPECIFIED BY THE ENGINEER OF RECORD. HANGERS AND HARDWARE FOR GLULAM
BEAMS
EA vS ARE NOT INCLUDED IN ORS IMMEDIATELY SUBMITTAL OPERATIONS DEPT. SUPPLIEDAT EXT. BYOTHERS, UNLESS OTHERWISE NOTED. REFER TO S.S.I. ORDER ACKNOWLEDGEMENT FOR INCLUSIONS AND EXCLUSIONS. REPORT
SHEET #
'
3 O F 4
Rev. 11/27/2000
Rev. IV 2000
DATE: 03/15/2004
Standard Structures Inc.
340 standard Avenue.Wlndoor. CA. 9U92W67
Phone: (707) a44,zaaz Pax: pD7) a30626,
techa•rvke44-2982 F— V07 e.com
BILL OF MATERIALS
it BUILDING: Parcell
CONNECTOR HARDWARE SSILEVEL: Roof
SSIJob No.: DSA Apo) No.:
Dniltsperson:
Job Name: Centre at La Quints - Parcel 7
Eng. Tech:
Location: La Quinta
Checker: -
Customer, Jacobsson Engineering Const
Engineer: .
Delta L
Salesperson: -
DELT
AI
MARK
I
QTY
MANUFACTURERS DESIGNATION
FASTENERS _
MAX. RV.
REO'D
(lbs.)
MAX. HGR.
CAPACITY
(lbs.)
VENDOR
'
REMARKS
HEADER
JOIST
H01
63
TXDI426
40001#
5000#
Tobin
H02
23
TXC1426
500#
3000#
Tobin
H03
23
TXCI426
500#
3000#
Tobin
ABBREVIATIONS LEGEND:
o = o
SKUR � SKEWED LEFT OR RIGHT _
TFOS L/R = TOP FLANGE OFFSET LEFT OR RIGHT
SL U/D _D = SLOPED UP OR DOWN _ o
MANUFACTURER INFORMATION
USP LUMBER CONNECTORS TOBIN STEEL COMPANY, INC.
PHONE: 1-800-227-0470 www.uspconinectors.com PHONE: 714-541-2268 e-mail:tobinsteel@aol.com
CODE APPROVAL: ICBO, L.A. CITY, DSA CODE APPROVALS: ICBG
TF O/C _o = TOP FLANGE OPEN OR CLOSED _ o
TFSLD URo =TOP FLANGE SLOPED LEFT OR RIGHT
Q.I.P. = QUANTITY IN PAIRS
O KC METAL PRODUCTS, INC. JADVANCED CONNECTOR SYSTEMS
PHONE: 408-436-8754 www.kcmetals.com PHONE: 1-800-462-6779 www.acsboss.com
CODE APPROVAL: ICBO, L.A. CITY, DSA I CODEAPPROVALS: ICBG
SPECT JITISTHENESPONSIBILITY OF THE PURCHASER TO REVIEW AND APPROVE ALL INFORMATION CONTAINED HEREIN. THE PURCHASER IS RESPONSIBLE FOR COORDINATION OF SSI PRODUCTS WITH SHEET e
ALL OTHER TRADES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. UNLESS OTHERWISE NOTED ALL GLULAM BEAMS ARE AS SPECIFIED BY THE ENGINEER OF RECORD. HANGERS AND
HARDWARE FOR GLULAM BEAMS ARE NOT INCLUDED IN THIS SUBMITTAL AND ARE TO BE SUPPLIED BY OTHERS, UNLESS OTHERWISE NOTED. REFER TO S.S.I. ORDER ACKNOWLEDGEMENT FOR 4 OF 4
INCLUSIONS AND EXCLUSIONS. REPORT SHIPPING ERRORS IMMEDIATELY TO S.S.I.OPERATIONS DEPT. AT OCT. 220.
Rev. IV 2000
r
COMPANY PROJEC
STANDARD STRUCTURES, INC. The CentTer at La Quints
WSSI SIZER (707) 88 Pad 7
Fax; (707)707) 6313-8088 La Quints -Parcel 7.wwb
By: KLBracisco
Mar 1 9004 ,d.A .4
Design Check Calculation Sheet
SSI Sizer 2001
LOADS: ( lbs, psf, or pit)
*Trinutary wr.atn (tt)
MAXIMUM REACTIONS (lbS) and BEARING LENGTHS (in) :
0'
Dead
Load
Type
DistribuLlu11
Marinitude
:tart Etta
Location [ft]
Start End
Pattern
Loud?
1904
- Total
3939
1
Dead
Full Area
1.7 (8.00)*
31156
No
k
2
Cnnstr.
Frill AreA
16.00 (8.00)*
1.-3/4
No
1-3/9
Stiffener
3
vend
F'oint
500
14.90
No
0.67
*Trinutary wr.atn (tt)
MAXIMUM REACTIONS (lbS) and BEARING LENGTHS (in) :
0'
Dead
2035
Value
70:15
.Live
1904
Shear
1904
- Total
3939
"4981
3939
Bearing:
M _
31156
Mr =
Capacity
4344
Dead Dell'ii
4344
Length
1.-3/4
1-3/9
Stiffener
yes
L/038
YPs
26" SSI Purlin "MX
SECTION vs. DESIGN CODE NDS -1997: ( lbs, lbs -ft, or In)
Criterion
Analysis
Value
Design
Value
Analysis/Desi n 04)
Shear
V =
3939
yr =
"4981
v/Vr - 79.00
Bending(+)
M _
31156
Mr =
42907
M/Mr = 72.78
Dead Dell'ii
0.24 =
<L/999
1.25 1.00 1.00
Live Deil'n
0.43 =
L/038
1.49 =
L/240
20.67.
Total Defl'n
0.67
L/532
1.96 =
L/180
33.78
ADDITIONAL DATA.
FACTORS: F
CD CM Ct CL CL'
Cv Cfu
Cr
L•C4
Fh'+- n/a
1.25 1.00 1.00 1.000 1.00
1.000 1.00
1.00
2
QQ�OfESSfp
Fv' - n/a
1.25 1.00 1.00
2
E' - n/a
1.00 1.00
2
ti
'
Beading(+) :
LC# 2 - D+C, M'- 31156 lbs -ft
d No. 84399
Shoat
LC# 2 = D+C, V - 3939 lbs
Exp. JOS
o
Deflection:
L•C# 9. = D+C EI=052.00e06 lb-in2
L'= 20.95eO6
in-lb/in
Total Deflection
: 0.50(uead Load Deflectinn)
+ Live Load neflection.
(D=dead
L-)ive 3 -snow W --wind 1 -impact C=Construction
CLd=connenLr-gTft7FCALt�
(All LC's
are listed in the Analysis output)
DESIGN NOTES:
1. Please verity that the default deflection limits are appropriate for your application.
2. This analysis is for SSI Joist products furnished by Standard Structures. Inc. only. Product substitutions void this analysis.
3. All compression edges (top and bottom) must be braced at 2'-8" unless noted otherwise. Proper attachment and positioning
of bracing is required to achieve member stability.
4. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability.
5. The specific product application loads. spans. spacings have been provided by others and have not been reviewed by
Standard Structures, Inc for adequacy.
6. The supporting member shall be designed to support the total reaction noted above.
0/2004 14:54 FAX 582 828 8005
P+R ARCH1'1'l;C1'S � All; ---
City of La Quinta Building and Safety Department
Plan Check Corrections '
11000 square foot sbell Engineer: Norman Hon
79-305 Hwy 111 Plan Check No.: 0401-328 (z"� chk)
La Quinta, California Date: 4/1/04
1. Remove all moment frame analysis from structural calculations if shear walls are
being used for lateral resistance. Refer to page 4.3 of talcs. _^
2. Revised holdown to 1-11)15 forsear wall -9-
3. esu m- re lne pans or nex review. al ure-to resubmii these plans may cause
delays, a new review, and/or additional plan review fees.
Respond o each ot the below i ems t a gun en cominenta�y as [Where and- ow —
the requirement was met. Respond to redlined items on structural plans____...__��
rove a shear transfer details along line of lateral force resistance at every condition
where framing changes. Refer to redlines on framing plan where ST is keyed!
If corrections require revisions to the structural calculations, provide one complete
copy of lite redlined calculations from this submittal plus Ivo complete, bound copies
of the revised calculations for review and approval. Providing only a few supplemental,
revised pages will not be accepted and will delay approval of this project
Additional corrections may be requested upon subsequent reviews -If you have any'
question, please call.
Plan Checker: M. McElroy
Phone (760) 360-5770 ext. 105
Cr ,
__.• /�� ri/r'G��iS"Du----•C.''il.C_ :�r(S-( ��---~O, GL1dlr60-^'T % IG�U -
ol
76 i Wit. tip1" - 7 6l. �s
-..
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Zct c> 4 s
DATE22 J7 04 gY"'j./YES,
1�E- 305 +Ii,w Ott "SH�u0
04122,'2004 13:40 FAX 562 628 8005
P+R ARCHITECTS
4 ANF
RIVERSIDE COUNTY
b FIRE DEPARTMENT
210 West San Jacinto Avenue • Perris, California 92570 • (951) 940-6900 • Fax (951) 940-6910
Craig E. Anthony
Fire Chief
Proudly serving the
unincorporated
areas of Riverside
County and the
Cities of:
Banning
Beaumont
E•
Calimesa
Canyon Lake
Coachella
a�
Desert Hot Springs
4.
Indian Wells
Indio
Lake Elsinore
La Quint#
Moreno Valley
Palm Desert
Ae
Penis
Rancho Mirage
e0
San Jacinto
4.
Temecula
Board of Supervisors
Bob Buster,
District t
John Tavagrione,
District 2
Jeff Stone,
District 3
Roy Wilson,
District 4
Marion Ashley,
District 5
March 18, 2005
City of La Quinta
Building Department
Re: Fire Life Safety Clearance
Shell final occupancy only
The Riverside County Dept Department is granting a fire and life safety clearance
For the following project located at 79-305 Hwy 111, La Quinta.
NS/jl
By
Neal Stephenson
Fire Systems Inspector
3