0209-025 (CSCS)LICENSED CONTRACTOR 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 # Lic. Class Exp. Date
i
,i'Date ?f I�1 Signature of Contractor - -- ----W
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, ywill do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) - I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section , B&P.C. for this reason
Date Signature of Owner
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.
Se( ) I have and will maintain workers' compensation insurance, as required by
ction 3700 of the Labor Code, for the performance of the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:
Carrier 3T.AkTE 1'UND Policy No. 1603616-02
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) 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 tf at if I should become
subject to the workers' compensation provisions of Se�clion 3700 of the Labor
Code, I shal forthwith comply w,ith''liose provisions.!/ ,
'Date: II L r Applicant ---
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject ''to the conditions and restrictions set forth on his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant.to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance' of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that 414.above information is
correct. I agree to comply with all City, and,'State laws relating to the building
construction, and hereby authorize repre�enta0es of this City to enter upon
A 11
the above-mentioned prope or inspect'
'IonI.Vposes. ,, 4
Signature (Owner/Agent)
J�.r.... Date�j
S
PERMIT PERMIT #
r /BUILDING
DATE r- VALUATION LOT' TRACT
/ � 1�:4; ���•:��.� h�2 �?� 501 1
��: (.
JOB SITE
APN
ADDRESS 79-1m HWY III
6<4-2.20.003
OWNER
CONTRACTOR DESIGNER /E�Na IN'}EyER
��QC, jj jj �![ T} x }
l,�.iU(�-T.X,rw,-V:l.�.i `V' imip, +.AW
j/t7 (�(�nT�Ory�� �{ l�J
.ial?. D .I.t�.F..Y., UqC 4i4ia DESK Cr V/.iT+. •ha S Mi V .
71.Oi4'.1':�if"k1:=
78-600MC:RWfiff 131
RANC IO itditRAGE CA 92270
CIA 42233
4760i771.33.15 MIX 2180
USE OF PERMIT
COMMA�t IAL
)V.',;TRY
€;OSS0kFSSlYOR 1VESS - 219,M SQ.1fRXT1X,3('
"Mr OCCJ6tiV-14, SPRI}vL%YED nO1!UC(T.N
�
Pi.�rfCk1lftl `f±Ca 1,30D.00 313'
SPiC.1li`di;.3?€1. 31-��i,110 sir
AX -- COMMERCIAL Re,
C:f07 TPLAC'T.AFJI0014T 1,a61,155.1N L
4,i..i )LIMIT .A1i 4✓53dzi9.7Ld5.$.%6+d,.i.\.��0
.L.,V26,'t"]l��a'�K.�
q- G aya'y y�/���p��}y�p3i.-.I.
.CAR��..l�i'1.7..R It W SUIN �GSkA.L�..l.
CaNTRUCTION aEY, 101 -000.418-U00 114,193,50
PLPXCHECK FEE 141-000-1135-318 $3,281.1$
FUDL{P0IT 101.000-439.318 44,300,00
NIS►': >a ,A14.1CM, F?,F_ 101-0001421-000
;SL.k,CWkiCAL FEE 01.000.420-0030 $07.016
i�1 i1: 3l1dC} 1pY: 101-000-419-000
STROM MOTION FSK - COMM 100-000-241-000 MOM
JPLADINO F'la:1s 101 -000 -413 -GOO $18.00
DEVEWPE12 IMPACT FRE $34614,0"i
ART 1.14 P1.1BUC PLAC. NS C::OMI 270 -000 -445 -WO O $6,6:41.70
V ^i L.A�i:S.d i...tA iX9 d�PQ.t.�1 PLANC.: i:,1.E+.'_. X
..
FAIIEZ
$74, 1 4. S . d•3
44,100,00
D 2" LU3 FRU-P. tit)
JAN 0 2 �� 3 �' , a � . L.�.,q
CIT1Y OF UA ii4iilV'iA
�,647XI
FIN INCE, ;"t -PT.
RECEIPT
DATE r ,
BY
DATE F ALdp
I INSP OR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
OX to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wali Firewall
Exterior Lath
Drywall - Int. Lath
�3
c�L 6f
Ga
/� ?
Final
Final
POOLS - SPAS
BLOCKWALL
APPROVA S
Steel ,
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
/ 3
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
/ 8
A Dliances
Final
COMMENTS:
J
S K,Gf"� N% x/31 3
QASs/ �i�•t.�QS(/ rrx,-
�� //3i /
i7� � *v%oc�& flT elv3
,Qy��G r?�-Ld�u�tt�t•a ����a,�G��V/
�3
f O j1d3
"Final
Utility Notice (Gas)6,Y,6
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
B3�'lt�ud� �3
Final
Utility Notice (Perm)
W '1 "W#WV1 ;�"».�` TW1U ,ii,WvF,' mwo- u ;'
, 'Y9! '-
'414
P.O. BOX 1504
78-495 CALLE TAMPICO APPLICATION ONLY,
Building -7040 r� VVr t• I I LA QUINTA, CALIFORNIA 92253
Address C./CJ
'Ow t
- Mailing ,t�
Address'? 10iJHL ^i�6MA64off"-", LANF, -
City A Zip Tel.
R.
Contractor '
Aaaress S 160--•�, a
City
AA Zip .7 Tel.
State
Classif.l&1b9� 1, "` Licy
&#
Arch., Engr., f�
Designer 44--1 ( A(A
Address ,Tel.
CityZ/i�p State
LICENSED CONTRACTOR'S DECLARATION
Y. I hereby affirm that�l am licensed under provisions of Chapter 9 (commencing with Section
. I .•tw 7000) of DiJision 3 of the Business and Professions Code, and my license is in full force and
•.l'
°'" effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
„w ,reason: (Sec. *70315,13usiness and Professions Code: Any city or county which requires a
permit to construct.' after, improve, demolish, or repair any structure, prior to'its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
�� •tu5 the provisions of -the Contractor's License Law, Chapter -9 (commencing withSection7000) of
Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis
;.ry;,c,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 (5500).
I.: 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, Buisness and
Professions Code:' The Contractor's License Law does not apply to an owner,of property who
' builds or improves thereon and who does Such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the building
orimprovement is Sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
1'1 1, as owner of the property, am exclusively'contracting with licensed contractors to con-
struct 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 contractor(s) licensed pursuant to the Contractor's License Law.)
1-1 1 am exempt under Sec. B. & P.C. for this reason
Date Owner
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. 3800, Labor Code.)
Policy No. - Company
n Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(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 lhp 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. _
Date Owner
NOTICE TO APPLICANT: g, after making this Certificate of Exemption you should become
subject to theWorkers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
Ihereby 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
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days. ,
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 sof this city to enter the above•
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
BUILDING: TYPE'CONST. — ti�%t OCC. GRP..-
A.P. Number •'� �2.� - (DOB
Legal Description
Project Description�%.� "'✓ i/8�§
Ilmrwtr IIAil,) 10-23-0'4 - $ M t;Zmm-tae
Sq. Ft.
Size
No. No: Dw.
Stories Units
New^ Add ❑r
Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
PERMIT
AMOUNT
h Y
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
IJ Affil
I
TOTAL
REMARKS
CITY 40F I 1A-
ZONE: BY: I
Minimum Setback Distances: ;
Front Setback from Center Line
Rear Setback from Rear Prop. Line i
Side Street Setback from Center Line 1
Side Setback from Property Line
� r I
FINAL DATE INSPECTOR
Issued by: Date + Permit I
Validated by: - �e
Validation:
i
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION
f, x
•--
`i3iri #
C
City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: -70c)
ILLY I I
Owner's Name: C'N9-- WUVW 4 "��uit-rm U�G
A. P. Number:
Addre sF
Legal Description:
KCity. ST. Zip:
LF
-'j3 5
Contractor:cl-irk615-1
Gov-,FTelephone:
Address:.- �t?�� �'(�
Project Description:
City, ST. Zip:
�
Telephone: '?i -?,,g 3� �
State Lic. # :
Arch.. Engr., Designer:
City Lic. #:
Address:
City. ST, Zip:
Telephoner
State Lic. #:
*4 ` _ rF
Construction Type:
P Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: ().QV 6; ��(,
Sq. Ft.�('SQZ'
# Stories:
#Units:
Telephone # of Contact Person:
-
Estimated Value of Project: IS90, ow
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Z
Plan Check submittedy
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Z
Truss Calcs.
Z
o✓r
Called Contact Person
s,
Plan Check Balan
'
7Q,�
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Review, ready for correcti s/issue
Electrical
Subcontactor List
Called'Contact Person
Plumbing
Grant Deed
Plans picked up
SAI.1.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called,Contact Person
A.t.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
—7—
Total Permit Fees
")/Y / v _? � f -c,
/ — D,LONt
3 // 9 /Z-- e / C*t I A,
3/Zo lur� Plp+s + <<wss
_�/zq S?)k��614c-K_
W "i LA64 7 '•jc 6,ry � v -%,v r44 --s JR" Ci% 1:Z3
JoA,V T — Nb i-I,.Js
l,Ayoo- �c� ro UZoN
G9Yo v% — 44149F S N07-)Y-�
Z . V911.3/z-7
Qf,t v;& 014 TB�
� sr�G ✓low'
Su
wF
Date
11/8/02
No.
23836
Owner
One -Eleven La Quinta, LLC
Address
City
La Quinta Zip 92253
Tract #
Type
Commercial
CERTIFICATE OF COMPLIANCE
Desert Sands Unified School District
47950 Dune Palms Road
La Quinta, CA 92253
(760) 771-8515
. Lot # No. Street S.F.
1 78700 Highway 111 30038 Unit 6
T. Unit 2 Unit 7
Unit 3 Unit 8
Unit 4 Unit 9
Unit 5 Unit 10
Comments
4���Ft�sc�o
Q BERMUDA DUNES
RANCHO MIRAGE d
�_A INDIAN WELLS
PALM DESERT y
�T LA QUINTA
Q INDIO y�
O
APN # 643-220-003
Jurisdiction La Quinta
Permit #
Study Area
No. of Units 1
Lot # No. Street
S.F.
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under
500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
Commercial Building
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq.
in the amount of $0.34 X 30,038 S.F. or $10,212.92 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By OC/PFF Bank & Trust -Parin Columna Check No. 525231610
Name on the check Telephone 760/771-3345
Funding Commercial
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Monica Guillen $10,212.92 So.00
PaymentRecd Over/Under
Signature r
NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or
other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which
those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID if Duplicated
Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting
P.O. Box 1504
fl/1%E'I� 78-495 CALLE TAMPICO
ShIningBrighter Than E✓ver LA QUINTA, CALIFORNIA 92253
March 13, 2002
Mr. Michael Shovlin
Desert Cities Development Company
71-084 Tamarisk Lane
Rancho Mirage, California 92270
(7 60) 777-7000
FAX (760) 777-7101
SUBJECT: PLANNING COMMISSION ACTION ON SDP 2002-729 (ROSS)
Dear Mr. Shovlin:
The Planning Commission at its meeting of March 12, 2002, adopted Resolution
2002-031, approving your request for the above noted application for_Ross D_re_ss for
Less, subject to conditions of app I. -- Attached is a copy of the applicable
Resolution and conditions of approval. This action is final unless appealed to the City
Council within 15 days of the action. Please contact us should you wish to appeal.
If you have any questions, please contact me at (760) 777-7064.
Sincerely,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
STAN B. SAWA
Principal Planner
enclosures
c: Building and Safety Department
Public Works Department
p:\stan\Itr app sdp 2002-729.wpd
t
T4&3' 4 4a Q"
To: Greg Butler, Building & Safety Manager
From: , Planning
To CDD: 10AC z
Due date: /O/*/Z'
ra
Status: %!/il✓
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:
Address or general location: % $
APN and/or legal description: 1pixC4-- 1, Z 09- pi►, 30� �/�
The Community Development Department finds that:
❑ ...these Building Plans do not require Community Development
Department approval.
Ii ...these Building Plans are approved by the Community Development
Department.
Planning
Date
�4 4aa�rw
MEMORANDUM
To: Greg Butler, Building & Safety Manager To PWD. q- 9 -C)
From: Steven D. Speer, Senior Engineer
Building Permit Release
(this is an approval to issue a Building Permit)
The Public Works Department has reviewed the following project:
�j
Description: i'�-�
Address or general location: A0 / f
APN and/or legal description: P /Lce I 3 o / �2
The Public Works Department finds that:
❑ ... issuance of this Building Permit does not require Public Works
- /Department approval. .
L� ..issuance of this Building Permit is approved by the Public Works "
Department.
fl/il'7 sl i� _ 2
Steven D. Speer, Senior ngineer . Date
N
1
To: Greg 10/7-7/17— 0/Z Z7-
Butler,'Building &Safety Manager To CDD: /
:From: , Planning Due date:
Status:
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: l� a Sf'SS2 ('S�5 — Tri y S
Address or general location: 7 g C. >
APN and/or legal description:
The Community Development Department finds that:
...these Building Plans do not require Community Development
Department approval.
• ❑ ...these Building Plans are approved by the Community Development
Department.
I�
Planning Date
MAY -14-03 WED 12:25 PM RIV, CO, FIRE P&E INDIO
Tom Tisdale
Fire Chief
P(oudly serving the
Unincorponeed
Areas ofRivctside
County and the
Cities or,
Banning
a
Beaumont
C
cau�,�t►
Canyon Lake
fi
Coachella
d•
Desert Hot Springs
G
Indian Wells
Indio
Lake Elsinore
La Quinta
6
Moreno Valley
Palm D=11
Perris
Rancho Mirage
S
Sm Jacinto
Q
Tcrnmlla
Board orSupervisors
Bob Baster,
District I
John Tavesllonc,
District 2
Jim VenAble,
District 3
Rjoy witsoa
District 4
Marion Ashley,
D<etrict S
FAX H. 1 760 863 7072 P. 1
RIVERSIDE COUNTY FIRE DEPARTMENT
In cooperation with the
California Departmenrof Fore.,try and FYre Protection
West an o Avenue. Perris. C aliforma 921i • ) • Fax 1
May 14, 2003
City of La Quinta
Building Department
Re: Fire and Life Safety Clearance
The Riverside County Fire Department is grantin ; a fire and life safety clearance for the
Ross ( Dress For Less ) located at 78-700 Hwy 111, La Quinta.
Please call if you have any questions.
FRANK KAWASAKI
Chief Fire Department Planner
By
Terry DeSoucy
Fire Safety Inspector
EMERGENCY SERVICES DIVISION . PLANNING SECTION • INDIO OFFICE
82-675 Nlghway 111, 210 Fl., Indlo, CA 92201. (760) 863-88% • Fax (760) 863-7072
•SUi�
Tom Tisdale
Fire Chief
Proudly serving the
unincorporated
areas of Riverside
County and the
Cities of:
Banning
..
Beaumont
4.
Calimesa
Canyon Lake
Coachella
Desert Hot Springs
Indian Wells
44.
Indio
.;.
Lake Elsinore
4.
La Quinta
•:
Moreno Valley
Palm Desert
❖
Perris
4.
Rancho Mirage
4.
Y
San Jacinto
.❖
Temecula
Board of Supervisors
Bob Buster,
District 1
John Tavaglione,
District 2
Jim Venable,
District 3
Roy Wilson,
District 4
Tom Mullen,
District 5
RIVERSIDE COUNTY FIRE DEPARTMENT
In cooperation with the
California Department of Forestry and Fire Protection
210 West San Jacinto Avenue • Perris, Califomia 92570 (909) 940-6900 • Fax (909) 940-6910
December 2, 2002
To: City of La Quinta
Building Department
Re: Release for Building Permits
.Ross Dress For Less
The Riverside County Fire Department hereby releases the above referenced project for issuance of a
building permit at the discretion of the Building Department.
Respectfully,
r FRANK KAWASAKI
Chief Fire Department Planner
By
Walter Brandes
Fire Safety Specialist
HVERGENERALTORMSkIft Pemt Release- LO.doe
EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE
• 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072
Tom Tisdale
Fre Chief
Proudly serving the
unincorporated
areas of Riverside
County and the
Cities of.
Banning
Beaumont
Calimesa
Canyon Lake
Coachella
Desert Hot Springs
Indian Wells
Indio
Lake Elsinore
4.
La Quinta
S•
Moreno Valley
4.
Palm Desert
Perris
Rancho Mirage
San Jacinto
Temecula
Board of Supervisors
Bob Buster,
District 1
John Tavaglione,
District 2
Jim Venable,
District 3
Roy Wilson,
District 4
Tom Mullen,
District 5
RIVERSIDE COUNTY FIRE DEPARTMENT
In cooperation with the
California Department of Forestry and Fire Protection
210 West an Jacinto Avenue • Penis, Calffomia Fax (909) 940-6910
October 11, 2002
Carl Cox, AIA
81-557 Dr. Carreon Blvd.
Indio, CA 92201
Re: Non -Structural Building Plan Review
LAQ-02-BP-197 / Ross Dress For Less
Fire Department personnel have reviewed and approved the plans you submitted for the above
referenced project. Please be advised the following conditions apply as a part of the conditions for
the issuance of a building permit.
1) The Fire Department is required to set a minimum fire flow for the remodel or construction of all
commercial.buildings using the procedure established in the 1998 CFC. A fire flow of 2,375 gpm
for a 4 -hour duration at 20 -psi residual operating pressure must be available before any
combustible material is placed on the job site.
2) The required fire flow shall be available from a (Standard/Super) hydrant(s) (6" x 4" x 21/2' x 21/2')
located not less than 25' or more than 165' from any portion of the building(s) as measured along
approved vehicular travel ways.
3) Prior to the issuance of a building permit, applicant/developer shall furnish one blueline copy of
the water system plans to the Fire Department for review and approval. Plans shall conform to
the fire hydrant types, location and spacing, and the system shall meet the fire flow requirements.
Plans must be signed by a registered Civil Engineer and/or the local water company with the
following certification: "I certify that the design of the water system is in accordance with the
requirements prescribed by the Riverside County Fire Department".
The following conditions must be met prior to occupancy:
4) Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire
department connection shall be located to the front within 50' of a hydrant, and a minimum of 25'
from the building. System plans must be submitted to the Fire Department for review, along with
a plan/inspection fee. The approved plans, with Fire Department Job card must be at the job site
for all inspections.
5) Install a sprinkler monitoring system as required by the CBC and designed in accordance with
NFPA 72. System plans must be submitted to the Fire Department for review, along with a plan
check/inspection fee.
6) Provide an approved automatic smoke detection system throughout the building in accordance
with the Fire Code. The automatic fire sprinkler system and automatic smoke detection system
shall interface with the special egress -control devices in accordance with UBC, Sec. 1003.3.1.10.
System plans must be submitted to the Fire Department for review, along with a plan
check/inspection fee.
7) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox
Company. If the building/facility is protected with a fire alarm or burglar alarm system, the lock
box will require "tamper" monitoring. Special forms are available from this office for the ordering
of the Key Box. This form must be authorized and signed by this office for the correctly coded
system to be purchased.
EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE
82-675 Highway 111, 2^a FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072
8) All egress doors without special egress -control devices shall comply with CBC Sec. 1003.3.1.8 for proper
door hardware.
9) Install portable fire extinguishers in accordance with Title 19. Contact certified extinguisher company for
proper placement of equipment.
10) This building has not been reviewed or approved for high pile/rack storage. A separate permit for specific
fire protection requirements shall be reviewed and approved prior to storing materials in a manner defined
as high pile/rack storage. Complete Article 81 information regarding all commodities stored, rack
dimensions, placement in building, sprinkler densities, etc., must be provided with a suppression system for
racks and/or high pile storage review. A complete listing of commodities, classified using UFC Article 81,
1997 Edition, NFPA 231 & 231C, 1996 Editions, NFPA 231D, 1996 Edition and NFPA 231 F, 1996 Edition
guidelines must be submitted by a licensed Fire Protection Engineer or other consultant approved by this
jurisdiction.
11) Shelving, counters, etc., may be in place, however, no merchandise may be placed in the building prior to
final inspection for fire/life safety clearance.
12) Approved building address shall be placed in such a position as to be plainly visible and legible from the
street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up
to 25' in height, and 24" in height for building(s) exceeding 25' in height. Minimum of 6" lettering is required
for suite identification. In strip centers, businesses shall post the business name and suite number on back
doors as well as the front. All addressing must be legible and of a contrasting color with the background.
13) Electrical room door.shall be posted "ELECTRICAL ROOM" on the outside of door.
Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy.
Requests for inspections are to be made°at least 24 hours in advance and may be arranged by calling (760)
863-8886.
All questions regarding the meaning of these conditions should be referred to the Fire Department Planning &
Engineering staff at (760) 863-8886.
Cd --La Quinta Building Depaitmentl
KVIMWPMTA%AGUMAIPROJE=S18LD0 PC UAQ-M-&-IB7.d-
Sincerely,
FRANK KAWASAKI
Chief Fire Department Planner
By �
Walter Brandes
Fire Safety Specialist
,RPR .03 ,2002 8: 15RM HP ' LASERJET 3200
Earth Systems
a Southwest
r
April 1, 2002
Desert Cities Development
46-755 Adams Street
La Quinta, California 92253
Attention: VIr. Parin Columna
General Superintendent
Subject: Chemical Testing of On-site Soib
Project: Proposed Staples Wee Super Store i
One Eleven La Quinta Center
La Quinta, Califomid
References: Earth Systems Southwest, Soil Eng]
Recommendations, Staples Office
Vo Eleven La Quinta Canter, La Quinta,
01-09-776.
i,
This letter has been prepared for yojur use with regal
Soil Engineering Report Update that pertain to the I
soils to buried concrete and metalpipes. The Un]
Parameters for concrete mix designs that we have i
report does not specifically address h1iti9ation for pr
there will not be any buried pipes In direct contact
will consist of plastic PVC or will be bituminous di
Therefore, it is our opinion that aspecific corrosion
pipe will not be in direct contact with the soil. The
of buried pipes should be careful not to nick the prof
Should you have any questions concerning our adde
be pleased to assist you.
Sincerely,
aFEssr
EARTH S
S,
W
CE�l12�
Craig S.
EXPLOM1105
CE 38234
*�
r� CMS
Distribution:
0
lopq
1
2ABD File
EARTH SYSTEMS
79-811B Country Club Drive
Bermuda Dunes, CA 92201
(760) 345-1588
(800) 924-7015
FAX (760) 345-7315
File No.: 08344-01
02-04-711
Ross Dress to-r-Lie—is
Report Update with Supplemental
e and Ross Dress for Less, One
ia, File No.: 08344-01, Report No.:
to the recommendations in the referenced
BMW adverse corrosion effects of on-site
m Building Code is very specific about
orporated into our report. However, our
ction of buried pipes. Vire understand that
th soil. We understand that buried pipes
ut wrapped, or encased on PVC sleeves.
alysis is not warranted since buried metal
1ractor(s) working in and around the area
ive coating on buried pipes.
report please give us a call and we will
p.2
September 25, 2001
Desert Cities Development
46-755 Adams Street
La Quinta, Califomia 92253
Attention: Mr. Dave Smoley
Subject: Soil Engineering Report Update
Pc�mmginc�atiane
Project: Staples GilSce Superstore and5litoss Dress For Less-)
One Eleven to QLU*llta Ceatfe
"L a'Quinta,-C aliform a
meuda 1luneS, CA 92201
(760) 345-158K
-(8W)-92}�4=7Or5
TWX ; W) 34.55-73155
File No.: 08334-01
In accordance with your'request, we have reviewed previously prepared- dok uments associated
with the previously. completed rough .grading; tested the existing. pad fill; and obtained additional
Samples to he tcstcd for.->riaximum density, pH, resistivity, soluble chloride, -and soluble sulfate.
The.11bct.lat was, Qr+ginally mass..gmded as.part of the shim center development.
Site Grading
Based upon our review of the soil testing at the subject tract, performed through April 14, 1998,
6 aL .. .7'«.� 41.e 1.:0.,4 6n i, .w l+m„ w.ow{is. os1sf. -RPB'S1ti4� 6'�9iM
it Y3 viii G�iiuiou tazfa► uac,, nuiug 'u►v ouv�w. lo,� a.� .,...,, �...a...`; .... "�.�.,..�
wt(h the wjeU ia6i dud above TeItTwiced -geaechm".' 'T±sa� i:�Pn4
C a " 1ilEeiairb:'`t'v�rv,"t. a _'. a Vow•
buiiding.pads, prepared.�and compacted as of It Wtiipled!O i vi thO o-vei" mass Wa&ng that
included the removal and recompaction of the upper iv feet of!soil anel.''jne,.cepiai;ClilcuC of Us
soil as a compacted structural ills. It is our opinion that the subject pads were graded adequately
for the proposed use.
Jjowever; over three years have Pmed sine the dish grading therefore .some .remedial effort is
recommended. prior to._ revise. grading and building construction. Testim dads on August
L -n sk
3n, 20-01 ated thait the surface fill soils have dried out and the rekatave compNtiQu ll4s
deernse sign filo ntly; . Fn„r field rtonsoty tants were conducted and the relative compaction
,.w,.� od j4v<n ^r^r Q�9.c e;#?; Mrv.ist.aZt eonr�,ts Tian from? 3: to 20/9,-r€sp6etively, based on a
.l(li,�,,.A aaVa„
nlr eum.deusity (ASTM D1557) of 119.5 r-=&- ov. cubic foot fr-fl t rtisnsam ,Y,o;�fi
Ul 1 L.J 70.
The lots should be initially .prepared by -removing any organic growth from the pad stat -face. T1te
pad should then be over -excavated to a depth of two feet below tae proposed eau auc, scwl leu
an additional 12,inches, moisture conditioned and recompacted to a minimum of 90% relative
compaction. If the current pad elevation is to be altered f om its current elevation, fists should be
compacted as recommended in the referenced soil engineering report. If the pail -is to be lowered
in elevation, the depth of moisture conditioning may need to be increased. Additionally,
- _ Y September 25, �'001
File NO, 093U�01
Ql-09
: H dependi . upo the th of eu"t if an additional over -excavation &4 6 i h II'2�D� soon Wray be
M at3ori of Stl Csa+t'4si lky
One. sanopie.'of Pa -upper 12 inches ag fill sailozxt each lot was flbt az,d tested for
pii, resistivity, iubie'chlor de; and svitibie state {results attached). s t c,i j,-e
as an segYes.
Tindicator ES to the .potential adverse elects of rehatvrci�g steel, cotcxcte, andburiesi gapes,
The existing fill soils :wire" found to have moderate sulfate ion conceptra
ow ciion (t3.i'7 to �. i1°i�oj and
chloride i CUIICCIEtTiititiIle; f .031 to 0.07%). S11fate WIN exit aW the eementitious
material Ln_ cors _, .ding weakening of the cement matrix and everituai deterioration by
raveling. Chlo de ions can cause corrosion of reinforcing steel. TheniToaai Biuldin Code
requires fc+r .m erste .sulfate :conditions that type H Portland �ent..N gl ad with .a tit mum
vs►,a M remmt ratio of 0;$0 using 4;000 psi concrete mix (iJBC'Table 19_A_A :
Am.inixt Um .concrete.com of 3 inches should be.provxled.aax,tmd.steet.reiu 4 in Or ennoectded
a !E3 FY} S i`ri Ctt } $a i rC Si311
Or -"andsQVt Ater (tv 18 ii►^6hr* i►13�3ow.. - d P A® d
tie. czcarn�x Biu � 1d be thfu 1i �ratcd dura la-o�. bd..rvls>
g Y gP
ffiecfital' resistijvitY,tit!g$5 to 26f1 c'thffi-cm} of the sgil sugg+t. site soils inay
present a very severe corrosion poteudal for metal loss from eit� truilciemical co-aoaion
proeesses. Corrosion protection -of steel can be achieved by
tiSln -epoxy-, C¢rrosion inkbit rs;
asphalt coatings; cathodic protection; or encapsulating witti densely cons6hilAted concrete.
: '-... .S %IMMs does n-ot practice corrosion engineering reconn end that a qualified
... gineen and we
corrosion :engineer evaluate the general corrosion Potential with respect to metal construction
►naterials at the site and review the proposed design. The chemical test results are attacbed-
-Jub
Sade. Concrete slabs -on -.pude and flatwork tshould be supporksd. by compacted soil as
a above and ►llai� 1MiViV�Vw'�n+ivvaw: vwl V1aivva•gN jyVyrt
dilacuh
Vapor farrier: in areas of moisture semi itive. floor coverings; an apprQp1i4
tevapor barrier s)3ould
be 7riS#ailEd in order td T�Qfice the poientW AN M-Oi5tat tra..nmi�ivn r►tfu iiic S. barrwe Dual to
the slab. The effectiveness -of the moisture harrier is dependent upon ihe.t}uahty of the. prodiiet,
inetiodblogylgiiali'tX 'of the overlaps, protection of the barrier during construction, and the
successful sealing , off of the baffler around utility lines. We egid. that .ori impermeable
membrane (6 -mil blas-liO..underlie the floor slabs. The nieinbrane should be cbveied With 2
inches of.sand to het�a protect it during conation and to aide M CAM crete curing. The sand
should be lightly moistened just prior to.placing the concrete.: L.ow siurnp concrete should be
Used t^►. shrinkage.
Slab thickness _sad reiaft�r Slab thiclmess and reinforcement of slab -on -glade are
a= • . ei.. t... 'ah A'.T11sPT nr es.nlai4Anf'c m=e�vrfwf
HNll ~ VLLt Y�vil ua�, jY 4VL�iiu va wvau wvo� .a....rida?ons a --n— t -e P.X,pans o
Of A__ 311dex
'1 D....",.i �.,..t;T, , r + odull"m of vl► AA YSvAryR 1i1 -n of
• ttl 4.44E $�I ��50i'�il�, axil: yaav� uYCu vial u..""ab"�" ...,�j
�__ 40
0
.._�_ �__ _ L., i -
L
dwr"- If latw1x LVV �14i.41t' d- C gobic -trill car. the wed
VC
LLl t.1/UV1VW DAUL, uwab.a.
NO
r.
BAR-MSYSTEMS SGLrn4wBST
0
Septembet 25, *1
-3-
File No.: 08334•-01
01-09-7716
Conctlete slabs and $at*i)& should be a minimum o£ 4 inches thick' (...foal, not nominal).
Concrete floor labs rna)f either be monolithicaliv placed with the foundations nr rl,nwe]ed the,
fnntirtsr niar, t nwPVPr tl�p ri@Qingine_tr/arrhite�t sftiLlri rna�cirial :titin pnt tutisll adverse
o r--�_ ..
eft -t of tp tG'.T� Chws:naoy uri°.n nrn:rirlirin sr��La r t'
t•1* ��yy.� /� qgk .a rro a lens fcr Co4C:zt: SiIbS az- well as
1 emwt' _w 9 e fIcwC Jl4(j ;fG'!'1.f 1..+ L� l� Twp w V
wav aavv►J .... vv wawa stabs tied adjacv foo,+izjjs.. T v Project architect
w?aaaaiiitCr ty aus vii
an iliftIlit4 5; .& i in aiau& t viiia
ia�riuclit ali%u i:eeix iti. 3lievi� Jur pic�pv ioFrdiic�Tl within the s alis anAi(or iciuiit s.
p• ----
Control 3oints;
spacing of 36
Amefieaa Cont
patterns to redo
be tooled at th
placement: Col
dowels at ?.4 -in
A1.1 ._nn -at uctia,
uantvnaua iiaw wu.1
iQgiG11 19,i11111�', 41
proper baiciu rig
ratio); :proper i
randomly orient
Seismic Design
At a minimum,
Building Code.
linileian�g retries.
'f' a are not m
I.aoa—,v viuw.aaiwaa�
7GY�.l 71i �16t1�1.!t•tdr
an a siie .and vr4
The fallowing
�avowt
;ontwl. Joints should be prodded in all ctmcrete slabs -on -grade at a maximum
slab tbiektiess (12 feet tnaxmum on -center, each Way).�as. recommended by
ete InWitote (ACI) guidelines. All joints should form .appiroxiinately squame
e r sc ilily oriented ContinCtioti ducks. C01itrWti0h j it >s in the slabs should
time =af -the pouf or saw cut (114 of slab deoth) witliii i::8' hours of concrete
,truction (cold) Joints should either be thickened butt-ioints,w. ith one-half irlch
zPc mcm—rter or a thir_.kerl, ke m.,d_3nint to r verhiral siPflec tinn at tete jc►int:
ioi»to i_" wtr�,derrior .fl rmik Shogel;_I be sealed to ;nravmta oismre. e►g fnt•F_;em
j =t-witl H. N should
ho 1l be 4 V011 to --,;%
P sT�1TH yi .N^�ITS 4A ���E »S�•1�4� `QI_
.'+. avvwwuwilai vate.' vv ataa�vaa w �ravvvau vfiaauuF, .aiµ�' e��n. Ve`
Giii�, jtivrr�a. �u2 C:wu►iRi.tvi allv�ly� �� tii�nuu.Zim:�°%uCa+iiiiir.5 tw i,,ioiiai,
of LrItS. (sUILtIfC.IG, ri2I1.Cj- tllii:Cl[ICFit �IKIUr(lLLl CrICk:Lllrg lI1Ce 1S.L"LrX1lIllldll. �M1!Q4CA%i:%Gi116d16
liming, - and proper curing, mese procedures wiil reduce the poientia i for
d cracks, however, may not eliminate them from occurring,
:sign -of onsite structures should conform to the latest ditdm of the Uniform
r City/County codes; whichever is most restrictive. It .should. be noted that
P o?nprally ;ntPrtclE�ci to =tutee human sgfety a�cl prevent &tC{ICtiltal ctsllanse.
eearily::�nt d to mC�Tnt Structural �iamaaa or rn-Ftet3rtrt�:fitxtc�tEnnatity after a
Thi �f� �, m� si gut siicainiv CICS -415—&x Should he cv::.s;derp ;f» pa:t;e,:l'r
fIr t :. t_t . A ._ 7 - _ . al. ., t.> '1' 4. A ...::..:. 1..,,,1.7 t..a t, ,rad
111tLlllftll4N is dir. 1lAi4/1M aft. a la gv- 4attaa�eaanv. Jars. ua.ua to JanV aaaw v.. vuovu
Ali tiptkitiit: sei iAlll:lly aliiilyffi$:
updated 1097 UBC seismic design values.
Reference
Seismic Zone:
4
Figure 16-2
Seismic:'Zone Factor, Z:
0.4
Table 16-I
Profile. Time.
Table
;;
16-5
cor. r.' 'r, �C.
_A
Table 16-T 1
1).laV ttla W VViJJAuv VVMavv. i.y area
QA.a...m. O t 1,�= 7 1C� fC Rne�t�lt-��'r�t4tl:rnl
ivFroi uwyyi'uy►uaa.v4
'
`
Ir.w._. 1f._C
1 MMIIV V U
I�LGiil .]t3LLEf Ci Fat:l�ll, 1V w.
1.&!
Jei5IIi1(3 t.4Ci11G1Ciii, l,$
A t.t..At.t„
—^.Av.a
1."LIA av-s
c n
a ewes ca-�
belsmIc Coefficient, Cv:
0.8i
=U.041NIV
LdU1C IU -ISL
EARTH SYSTEMS SOUTHWEST
September 2S, 2001 -4-
File No-. 08334
01-09-776
Except --as-menLioacd-our -opinion &a tfie,
abo it is referenced.- documents we. aWlicable to the
jr—kei9cthp e.
- n
vr - nf - thp. lfimms;. , q
---
Wb�yacrMa�t�e r. _let
w.
Should you have any questions concerning our -report please give us a call -and-we will be pleased
A&SiSt -YO.U.
Sincerely,
EARTRSW ST
VAn
w..
Ao
LA CIE 35234
M,
rsrr A, L� 'Al
Me
4-1
rlic
D%wellopmeen't
EARTH SYSTEMS SOUMWEST
DCD Development Inc. dba
DESERT CITIES DEVELOPMENT
46-753 Adams Street, La Quinta, CA 92253
Phone: (760) 771-3345 Fax: (760) 771-4431
ROSS DRESS - La Quinta
PLAN CHECK SUBMITTAL
Item
No. Co ies
APPLICATION FORM
CHECK FOR FEES
ARCH, STRUCT, MECH & ELECT PLANS
3 SETS
STRUCTURALCALCS
2SETS
' TITLE 24 CALCS
2 SETS
SOILS REPORT UPDATES
2SETS
DEFERRED SUBMITTALS: ROOF TRUSS PLANS & CALCS
FIRE SPRINKLER PLANS
DCD CONTACTS: DAVE SMOLEY, PROD. MGR.
Office (760) 771-3345
PARIN COLUMNA, GEN. SUPT.
Cell -- 250-8329
,r
hydropics - H V A C
Series ET/EFT (1/2rr - 3�4►r)
Non -Potable water expansion tanks for hot water
heating systems
• Designed to control the thermal expansion of hot
water in closed loop heating systems.
Specifications
• Maximum pressure 60 psi (413.7 kPa).
• Maximum temperature 240°F (116°C).
Round expansion tanks:
Model ET_ 15: Size: 1/2" (15 mm); NPT male connection.
Model ET -30: Size: 1/2" (15 mm); NPT male connection.
Model ET -60: Size: 1/2" (15 mm); NPT male connection.
Model ET -90: Size: 3/4" (20 mm); NPT male connection.
Flat Expansion Tanks: Model EFT: Size: 1/2" (15 mm)
NPT male connection.
Dimensions/Wgts.
ET -15
Option add Suffix:
ASF - for one Model ET (expansion
tank), one Model AS (air scoop) and one
Model FV -4 (float vent) in a
package. Specify 1" (25 mm) or 11/4"
(32 mm) size for air scoop.
For additional information, request F-DET/ET.
For information on ASME rated tanks, request
ES -ETA, ES -ET -RA and ES-DETA.
ET -15
B
c
EFT -1 A \y
Series DET
Potable water expansion tanks for domestic hot
water systems
• Controls thermal expansion of water in open
domestic hot water supply systems.
Absorbs the increased volume of water generated b
the hot water heating source keeping system
pressure below the pressure relief setting of the
T&P relief valve.
• May be used with all types of direct -fired water
heaters (gas, oil or electric) and all types of hot
water storage tanks.
• Its pre -pressurized steel tank uses an expansion
membrane to prevent air/water contact for long
system life.
Standards
Listed by IAPMO,
Certified to ANSI/NSF61
82
Features
• Thermally fused epoxy liner
• Rugged butyl diaphragm
• In-line and free-standing models
y For additional information, request F-DEMT. "
For information on ASME rated tanks, request
ES -ETA, ES -ET -RA and ES-DETA.
For more products to protect against DET -5
thermal expansion, see page 20 and 45.
Model DET -5 DET -12 DET -25 DET -30
Order No. ¢ 0067437 0067438 0067439 0067440
Max. Pressure (PSI/bar) 150/10.3 150/10.3 150/10.3 100/6.9
Max. Temperature C FP C) 180/82 180/82 180/82 180/82
Tank Volume (Gal./Liters) 2/5.9 4.8/18.2 10/37.9 15/67.8
Air Precharge (psi/kPa) 40/275.8 40/275.8 40/275.8 40/275.8
Connection Size (in./mm)t 3/4 / 20 (M) 3/4 / 20 (M) 3/4 / 20 (M) 1 / 25 (F)
Diameter (in./mm) 83/a / 213 113/8/289 153/s/390 153/8/390
Length (in./mm) 121/2/317 143/4/375 141/2/368 243/4/629
Weight (lbs.lkg.) 4.5/2 7.5/3.4 18/8.2 25/11.3
t - Connection size: (M)=Male, (F)=Female. § Contact your local Watts Agent or
call Customer Service (978) 689-6066 for order number of product with options.
Acceptance
Connection
Order.
I I
Volume
Volume
Size (ON)
A B
C
Weight
Models
No.¢
gals. liters
gals. liters
in. mm
in. mm in. mm
in. mm
lbs
kq
Round tanks
ET -15*
2.1 8
1.4 5
1/2 15
77/8 200 117/8 301
ET -30*.
100674011
0067411
4.7 18
3 11.4
1/2 15
105/8 270 15 381
ET -60
0067421
6.6 25
4.3 16
1/2 15
121/4 311 15 381
E216.51
ET -90
0067431
13' 49
8 30
3/4 20
15 381 211/8 536
-
Flat tanks
EFT -1
0067432
1.6 6
.79 3
1h 15
19 490 8 203
4 102
5
2.3
EFT -2
0067433
3.7 14
2.2 8
1/2 15
20 508 131/2 343
41/2 114 1
5
2.3
* Available in pallet quantities: ET -15 contains 78 pcs., ET -30 contains 48 pcs.
§ Contact your local Watts Agent or call Customer Service (978) 689-6066 for order number of product with options.
Series DET
Potable water expansion tanks for domestic hot
water systems
• Controls thermal expansion of water in open
domestic hot water supply systems.
Absorbs the increased volume of water generated b
the hot water heating source keeping system
pressure below the pressure relief setting of the
T&P relief valve.
• May be used with all types of direct -fired water
heaters (gas, oil or electric) and all types of hot
water storage tanks.
• Its pre -pressurized steel tank uses an expansion
membrane to prevent air/water contact for long
system life.
Standards
Listed by IAPMO,
Certified to ANSI/NSF61
82
Features
• Thermally fused epoxy liner
• Rugged butyl diaphragm
• In-line and free-standing models
y For additional information, request F-DEMT. "
For information on ASME rated tanks, request
ES -ETA, ES -ET -RA and ES-DETA.
For more products to protect against DET -5
thermal expansion, see page 20 and 45.
Model DET -5 DET -12 DET -25 DET -30
Order No. ¢ 0067437 0067438 0067439 0067440
Max. Pressure (PSI/bar) 150/10.3 150/10.3 150/10.3 100/6.9
Max. Temperature C FP C) 180/82 180/82 180/82 180/82
Tank Volume (Gal./Liters) 2/5.9 4.8/18.2 10/37.9 15/67.8
Air Precharge (psi/kPa) 40/275.8 40/275.8 40/275.8 40/275.8
Connection Size (in./mm)t 3/4 / 20 (M) 3/4 / 20 (M) 3/4 / 20 (M) 1 / 25 (F)
Diameter (in./mm) 83/a / 213 113/8/289 153/s/390 153/8/390
Length (in./mm) 121/2/317 143/4/375 141/2/368 243/4/629
Weight (lbs.lkg.) 4.5/2 7.5/3.4 18/8.2 25/11.3
t - Connection size: (M)=Male, (F)=Female. § Contact your local Watts Agent or
call Customer Service (978) 689-6066 for order number of product with options.
t - Connection size: (M)=Male, (F)=Female. § Contact your local Watts Agent or
call Customer Service (978) 689-6066 for order number of product with options.
CITY OF Lk QUtNTA
BU1Lb1NG. & SAFETY DEPT..
APPROVED.
AOR CoNSTRUCTI NN6 AALL
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R
ANIS FI IGHED CONCRETE
102
OR PLA W/ TOP ® + 10'-&" ry
7R+12 ' S OCK ROOM SHELVING
=CUKEL TO WALL PROVIDE
ALL 9R INC FOR IMPOSED
75. PRO IDE ADDITIONAL PLATE
O" A.F.. FOR +8' STOCK ROOM
WALL WHERE —�
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p � ( (!:,q 177
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prom: Dave To: Dave Smoley Dite: 4/1/2003 Time: 10:28:32 AM Page 2 of 4
Ap.r 01 03 09:43a
Steve Mc @ Valley Joist 909-371-3169
M®lkey Western Division, Southem Califomia Sales Office
Doist, ��� ..^os,a 374 Hobart Circle
`8510 Corona, CA 92879-1175
manutoctureis of joist and metal deck Phone 909/735-4156 Fax 909/371-3169
Memorandum
From: Steve McGavran
Urgent Please comment XPlease review XFYI Total pages
(including cover)
April 1, 2003
To: Dave Law @ Law Steel
Re: Ross Dress for Less, La Quinta, CA (VJW #21\10 �?O)
Subject: Policy regarding "sealed" drawings and aPPFGYalEak-Ett1i9,tiV,
The engineer of record is the designer of all components of any particular
structure including the size and type of joists required that satisfy the load
requirements of the project. It is their responsibility to complete plans,
calculations and other documentation sufficient enough to secure permit.
Valley Joist is a product manufacturer. Our responsibility is to design (chords,
webs, seats, etc.) and manufacture joists in accordance with the AISC Code of
Standard Practice, the SJI (Steel Joist Institute) and the UBC to meet all of the
loads as specified by the engineer of record per plans provided to us,
including additional loads received from other sources, i.e, mechanical and
sprinkler main loads, etc.
Drawings
Our drawings and lists, which are used to assign piece marks to the joists per
information provided to us are correctly called "placement plans" are NOT
engineered drawings nor "shop drawings". They are required and not only vital
to our in-house checking process but more importantly to the submittal/approval
process whereby our representation of the project loads are verified by the
architect and engineer of record. Ultimately they are used for erecting or proper
placement of the product in the field. Showing the required load
information provided to us and/or assigning piece marks to the
members is NOT in itself "engineering" and our drawings are never
sealed by our engineer.
Thank you, (-
Stephen McGavran �il�--
p.l
From: Dave To: Dave Smoley Date: 4/1/2003 Time: 10:28:32 AM
Apr 01 03 09:43a Steve Mc a Valley Joist 909-371-3169 p.2
09'1d%09 14:07 FAC 715 575 3818 VALLEY JOIST WEST y ST.V -kQGAV N0�7/009
A
1127 10`r'Avenue North Ext, Phone (843) G26-1995
Myrtle Bcach, SC 29577-6760 Fax (843) 626-5565
• www.steeij oist. or,8
March 18, 2003
STEEL JOIST INSTITUTE'S POSITION REGARDING
"SIGNING AND SEALING"
This position paper is presented to avoid both the misuse of the joist engineer's
professional seal and clarify the responsibilities of the Design Professional of
Record.
The steel joist manufacturer shall design the steel joists and l or steel joist girders
in accordance with the ,SJI's "Standard Specifications", to support the loads per
the specked joist and I or joist girder designations, and I or loading diagrams as
specified by the Design Professional of Record. The Design Professional of
Record may require the submission of steel joist and / or steel joist girder design
calculations.
When steel joist / joist girder design calculations are required, the Steel Joist
Manufacturer shall submit a cover letter with the seal and signature of a
registered professional engineer, responsible for the product design of the steel
joist and I or joist girders.
However, the Joist Manufacturer Is not responsible for placing a professional
engineer's seal and signature on joist placement plans. It is critical to note that
the term 'shop drawings" is referred to as 'steel joist placement plans" by the SJI
and is not considered design calculations.
Steel joist placement plans are not provided to depict or deflne a building's
structural system_ They are provided to show the steel joist products as an
overlay on the structural or architectural plans and as such, the steel joist
placement plans are developed for field installation, In accordance with the
specific project requirements specified by the Design Professional of Record. If
the Joist Manufacturer were to place a professional engineer's seat and signature
on the steel joist placement plans, it would subvert the Design Professional of
Record's responsibilities for the project's overall structural design.
The SJi takes the position that steel joist placement plans do not require
engineering input and therefore do not require the seal and signature of a
registered, professional engineer,
Page 3 of 4
T
A.
From: Dave To: Dave Smoley Date: 4/1/2003 Time: 10:28:32 AM Page 4 of 4
rt'
ja I ley • wea.q e
/ 5oist, inc.
monutocturers of joist and metal deck
(775) 575.7337
Fax (775) 575-7222
P.O. Box 2170
255 Logan Road
FEBUARY 11, 2003 Logan Industrial I'urlc
ENGINEERING REPORT COVER SHEET #FI OF l FOR FINAL Penile}•, \1r 89408
CALCULATIONS (REV. 0) FOR APPROVAL BY ENGINEER OF RECORD
RE: ROSS DRESS FOR LESS, LA QUINTA, CA
VALLEY JOIST CONTRACT NO.:2N02340
CUSTOMER: LAW STEEL, INC. 9 12015
820 S. HATHAWAY BLDG B
BANNING, CA 92220
!-ATTENTION: DAN WOODWORTH PHONE: 909-922.2391
THIS ENGINEERING REPORT SIGNATURE PAGE IS PROVIDED FOR JOIST MARKS as shown on
SEQUENCE CALCULATION PAGES
2NO2340 1 —88
2NO2340 -G 1-26
4 THE JOIST MARKS andjoist designations are as shown on the Joist Placement Plans. Each joist has a metal tag at
one end with the joist mark embossed thereon. This ENGINEERING REPORT follows the January 1. 2001.
amended Professional Engineers Act Sections 6700 through 6799. The bridging is to be in place and anchored as
required by the S11 Specifications & Technical Digests.
The joist designations and special loads were determined and specified by the engineer -of -record, not by the
joist manufacturer or by Mr. Walter F. Worthley, P.E. Mr, Worthley is not the engineer -of -record; Mr.
Worthley is the steel joist'component engineer whereby his scope is limited to the design of the members in
the steel joists. Mr. Worthley's scope does not include the complete structure, structural connections, nor the
coordination of the components within the structure as clarified by the May 1996 California Board of
Registration Annual Report,
The Professional Engineer's seal affixed hereto indicates that the steel joists were designed in accordance with the
Steel Joist Institute's Standard Specifications to support the loads furnished and approved by the owner's Engineer -
of -Record. The seal isnot intended to certify or imply that the building does or does not conform to any national,
state or local building codes.
Valley Joist is a certified, active member of the Steel Joist Institute. The steel angle shapes and round bars used for
the chords and webs was 50-ksi minimum yield strength per the SJI Specifications. The joist material sizes were
designed to carry the loads shown on the calculations, Valley Joist's ICBG number is FA -363.
WALTER F. WORTHLEY, P.E. CA i; 64116
CHIEF ENGINEER
VALLEY JOIST a division of EBSCO INDUSTRIES, INC.
CACALC VJ 2N02340iK14
OCT -'15-02 TUE 4:27 PM MURASPEC NA 6ING
North America
Muraspec
FAX N0, 714'736 9722 P. 2
J
Attn:
Project Name: ROSS DRESS FOR LESS
Re: Flame Letter
We certify that the followin.p wallcnvenng{meets the requirements
of Class A of NFPA-1,01, Life Safety Code, with flame ratings in the
razxge of 0-25.
Collection: GENON
Pattern: 1 -LL -730
These nuxzkeric al ratings were determined by the ASTME-84 tunnel
test method and are not intended to reflect hazards presented by
these or any other products under actual fire conditions.
Flame Spread: 10
Smoke Developed: 25
Sincerely, .1�pp
91e"" 6dlia arc
Muraspec Customer Service
7771:Stanton Avenue, Suite 8 Buena Park, CA 90620 tet- 900 717 5651 www,murespecna.com
FAST FAX 781 963 4975 west FAx 714 736 9722
A
i
Type: G
DESCRIPTION SPECIFICATION FEATURES XR12206
The XR Series is an efficient, Electronic Maintenance Free, Long Life
rugged, commercial grade Dual Voltage Input 120/277 VAC, Full Recharge Time,
product designed for the 60 Hz 24 l Rers. barge
demands of emergency Line -latching
lighting applications in this g Polarized Battery Terminals
setting. The XR Series, in 6V Solid-state Voltage Code Compliance
and 12V models, has the extra Limited Charger p
capacity to power remote Solid-state Switching UL 924
heads for added application Low Voltage.Disconnect Life Safety NFPA 101
flexibility. CSA Certified
Brownout Circuit
Overload/Short Circuit NEC/OSHA
Protection Most State and Local Codes
Test Switch/Power Warranty
Indicator Light Unit —1 year
Housing Construction Battery —5 year pro -rata
22 Gauge Cold Rolled Steel Head/Lamp Data
Knockout, Conduit or Cord Set Two Heads Standard
Universal J -Box Top Mounted. —Side
Mounting Pattern Mounting Optional
Keyhole Mounting Slots Glare -Free Lens
White Finish Fully Adjustable
Battery Remote Capability
Sealed Lead Calcium, High Impact—Thermoplastic
Recombination Matches Housing Finish
131!4"
V
1337mm117A"148nm) O p O b
^, O 0 0
7 7/8' O p O
(200mm]
9 3/4' 1�218mm)
1 1/4'
21/2' f32mm] 81/8'[766mm]
f84mm] 121/4'(311mm]
b' max.
ELECTRICAL RA
Rated Wattage to 87 112%ofRated D.C.yoltage Lamp Information
Model OC Voltage 1 1/2 Hours 2 Hours 3 Hours 4H
ORDERIN.G INFORMATION
SAMPLE NUMBER: XR-3-TDM
Wattage
Options (eddessuffix)
del Number A -Ammeter
3
F
ours
XR-3
6
27
24
18
14
XR-6
6
27
24
18
14
XR-7
6
36
30
20
16
XR-9
6
54
48
36
28
XR-11
6
12
12
54
36
54
48
30
48
36
20
36
28
16
28
XR-12206 1
XR-12208
ORDERIN.G INFORMATION
SAMPLE NUMBER: XR-3-TDM
Wattage
Options (eddessuffix)
del Number A -Ammeter
3
F
MH 4Metal Heads
5
SO-Self-Dlagnostics (XR-3, XR-6,
7
XR-12208, XR-12208 only)
XR-9
TDM dime Delay Monitor
XR-11
V -Voltmeter
XR-12208
Alternate Lamps: Consult Factory
XR-12208
Other Finishes: Consult Factory
Incandescent
Other Options: Consult Factory
PA Y`= 1 F�f"^I _k -
Type
Wattage
Number
Incandescent
9
29-84
Halogen Sealed Beam
6
2937
Incandescent
9
29-84
Tungsten Halogen
6
29-12
Incandescent
9
29-84
Incandescent
9
29-86
Incandescent
9
29 -Ra'
Accessories (order separately)
1 -BR -WH -Mounting Brackets (2-Whlte Finish)
1 -MS -WH -Mounting Shelf (White Finish)
VK -1 zVoltrneter
WG -1 -Wire Guard
CSK-120-Cord Set 11120 VAC)
CSK-277-Card Set (277 VAC)
VS -Choose polycarbonate vandal shield
SURE-LITEW
XR SERIES
SEALED LEAD
CALCIUM BATTERY
Emergency Lighting
TOTALLY PREDICTABLE
ENERGY DATA
XR-3, XR-5, XR-7, XR-9, XR-11
Input Current (Max.):
120V -.12A
277V =.06A
XR-12208, XR-12208
Input Current (Max.):
120V =.30A
277V =.13A
}
Oct -15-2002 12:10pm From—INSTALLATION SERVICES
OQOMCO
713 969 5271 VCT CT -997 P.002/002 F-716
1F `f��
Dornco Products Texas, L.P.
P.O. Box 3145
Houston, TX 77253-3145
Telephone: (713) 869-5H11
Fax: (713)864.9158
ARTICLE INFORMATION SHEET"
Date: August 5, 2002
PRODUCT IDENTITY,:'rAz�odc VinyCComposition TIIe, Vinyl Enhanced Tile, Static Dissipative, Edging
Strip and Feature Strip 4,
L Product Information
Azrock Vinyl Composition Tile is produced in 3/32" and 1/8" thickness 12" x 12" (125 PSI), and complies
with the requirements of Federal Specification SS -T -312B, Interim Amendment -1 (YD) 14 November
1979, Type IV, Composition 1- Asbestos Free and ASTM Designation F-1066-99 Standard Specification
for Vinyl Composition Tile, Composition 1 non -asbestos formulated. Azrock Vinyl Enhanced Tile is
produced in 1/8" thickness -16" by 16"(400 PSI)- Cortina Grande. Static Dissipative Tile is produced in
1/8" thicltness-12" by 12" (75 PSI). Feature Strip is produced in 1/8" gauge, 1/4",112", l ", 2", 4" and 6"
widths by 24" lengths.
These product formulations do not contain asbestos fibers.
17. Definition
Azrock Vinyl Composition Tile, Feature Strip and Edging Strip meets the requirements of an "Article" as set
forth in Title 29, CFR 1910.1200 HAZARD COMMUNICATION(c). These products are (i) formed to a
specific shape or design during manufacture, ((i) have end use function dependent upon their shape or design
during end use, and (iii) do not release any hazardous chemical under normal condition of use.
III. Installation Caution
If installation is to take place over an existing Vinyl Composition or Asphalt Tile floor in accordance with
limitations and procedures set forth in the current edition of the Azrock Technical, Installation and
Maintenance Manual for Vinyl Composition Floor Tile, the existing tiles should not be sanded, Those
products may contain asbestos fibers that are not readily identifiable. Avoid creating dust. Inhalation of
asbestos dust may cause asbestosis or other serious bodily harm. Smoking greatly increases the risk of
serious bodily harm. Read and follow cautions set forth on recommended adhesive labels.
*This Article Information Sheet is provided in place of a Material Safety Data Sheet on Azrock Vinyl
Composition Tile, Feature Strip and Edging Strip. OSHA HAZARD COMMUNICATION 1910.1200
requires MSDS on products that are hazardous and exempts "Articles" as set forth in the Definition in
paragraph II above_ Products meeting the definition of ARTICLE neither require a cautionary statement
on the carton nor a MSDS.
j
F Vm•t.1Vi L►r11 Y.i tINQ. VVilITI. LIV IJIV:9 t' 1 JV'.UQI, QUI
VON DUPRIN'
98/99 Options
ELECTRIC RIM DEVICE ALK RXIT ALARM KIT
i
The electrlc rim device provides remote un!ocking
capabilities. A control station operator can flip a
switch to look or unlock' he outside trim. The 24 VDC
solenoid assembly. contains a SPDT signal switch to
monitor the outside trim (looked or unlocked).
The device is standard as fall sate (FS). When power
Is off, the trim is unlocked. The trim may then be
relocked electrically by applying power. The'device is
field convertible for fail secure (FSE) aoplicatlons.
The outside trim cylinder retracts the latchbolt for
mechanical override.
Electrical Rating:
Each switch rated 0.3 Amp,, 24 VDC.
To order, specify:
1. Use prefix "E", example E99TP.
2. Handing, LHR or RHR, see page 33.
3. Voltage, 24 VDC or 24 VAC/SO.
4. TP, K. or L functions only.
For typical electronlc applications, see page 31
The ALK battery alarm kit is a simple yet effective
way to monitor the use of an exit device. While stili a
means of egress, the unit contains an internal horn.
When the touchbar is depressed, the horn sounds
to provide an audible means of signaling that the
opening has been violated.
The key ,witch uses a standard 11/4' (32mm) mortise
cyiirider. The unit operates on one standard 9 -volt
transistor battery. When the battery is weak the horn
will emit an Intermittent signal.
Alarm kits are available with a choice of two switch
kits, Sl or S2. 81 monitors the touchpad and Is
tumished standard. S2 optional latchbolt monitoring
is recommended for use with surface vertical rod exit
devices. Specify ALK -132.
The ALK is available in two styles, 33/99ALK,
grooved cover and 35/98ALK, smooth cover.
The ALK includes `EMERGENCY EXIT ONLY.
ALARM WILL SOUND` decal for application on door.
Minimum Door Sizes on ALK Appllcatlona
Device 3' (914mm) 4' (1219mm)
Length Length
98,'98•F'89/99 -F 219" (838mm) 313" (991mm)
9875/9875 -F/9975,9975 -F 2'9" (838mm) 313" (9911"m)
9827/9827•Fi9927/9927-F 2'8" (813inm) 3'2" (966nmm)
9847/9847•F/9947/9847•F 2'8' (813mm) 312" (966mm)
9848/9848-17/9948/9948-F 218" (813mm) 3'2' (968mm)
P89 POWER SUPPLY
The PS9 Is an AC power supply that provides 9 VDC
power to operate the ALK alarm kit. The unit will
power one or two alarm kits. Included is a 9•voit
sealed battery that provides backup power in case
of an AC power failure. PS9 must be ordered
separately.-
To
eparately.
To order, specify:
1. 33/99ALK or 3519BALK
2. Finish, see page 33.
3. x PS9, when required.
F1
VON DUPRIN'
98/99 Rim Devices
ss ana 99 nm aevices Tor an types or single aoors ano aouole doors with mullion,
UL listed for accident hazard installations. Covers stock hollow metal doors with 86 or
161 cutouts.
0
FEATURES
o • Nonhanded a Latch bolt deadlocking
. Field sizeable • Eight popular finishes
las a 3/4" (19mm) throw, latch bolt • Hex key dogging
� 14
DIMENSIONS
Touchbar height to finished floor 39"be" (935mm) at center
Touchbar projection —
neutral 313/,e" (97mm)
depressed The (78mm)
Center case 8"x 21/4" x 23/4" (203mm x 57mm x 70mm)
Device length — Short 3' 2'6" to 3' (762mm to 914mm) door size
Long 4' 3'1' to 4' (940mm to 1219mm) door size
STRIKES AND. FASTENERS
OUTSIDE TRIM
Device is furnished with standard 299 strike in dull black finish. All necessary
Standard
fasteners are in Optional strikes and finishes are available. For strike
990NL-RN
applications, dimensions, and minimum door stile information refer to pages 22, 23.
990TP-RN
99ODT
A combination of fasteners are included for surface mounting and through bolting to
11ONL-MD
trim on 13/4" (44mm) and 21/4" (57mm) thick doors.
991 K -RN
992L -RN
DEVICE OPTIONS
tl al
990E0
Electric latch retraction, page 24
69 N -RN
Pneumatic latch retraction, page 27
696TP-RN
Electric rim device, page 25
696DT
Request to exit switch, page 26
697NL-RN
Latch bolt monitoring, page 26
697TP-RN
Signal switch, page 26
697DT
Cylinder dogging, page 30
KP992L-RN
Double cylinder, page 27
994L -RN
110NL-WD,
392-7
For.complete outside trim
information, see pages
18-19.
For How -To -Order Information on all devices, see page 35.
� 14
OCT -07-2002 MON 03;35 PM AL MILLER & SONS ROOFING
;, 1. ' i
t ,
FAX NO. 3 P. 04
r
a . I CBCT Evaluation Service, Inc.
5360 WORKMAN MILL ROAD 4 WHITHER, CALIFORNIA 90601-2299
A stibsidbry corporatiol) of tht? International Conference of Building Officials
EVALUATiON REPOT ER -5052
Copyright o;1 2000 =6 Evaluaiwo SCNic;a, lne. Reissued May 1, 20.80
Filing Category: ROOF COVE -RING AND ROOF DECK CONSTRUCTION -
Roof Covering (202)
FIBERTIT'E ROOFING SYSTEMS
SEAMAN CORPORATION
1000 VENTURE BOULEVARD
WOOSTER, 01.110 44691
1.0 SUBJECT
Fibrrl Ile and FiherTile XT Roofing Systems.
2.0 DESCRIPTION
2.1 Gonoral:
The FiborTite and FiborTite XT membranes arc 541010 -ply
roofing membranes,. The mombranes aro Installed in accord-
ance with this report over combustible and noncombustible
docks, Insulated or uninsulated. See Table 1 for ruof ctassiri-
cation requirements and Table 2 for wind resistance require-
ments.
2.2 Materials:
2.2.1 FiberTite and FiborTite XT Membranes: The Fiber -
Tile and FiborTdo XT rnembranos are KEE (ketone othylene
cstor) ruinforcod polyester membranes, manufactured In
0.032 -Itch (0.81 inn)) and 0,045 -inch (1.14 mm) thicknesses,
respcclivaly, and in 56-Inch-wido-by-100-foot-long (1422 mm
by 30.48 m) conventional rolls and 20--foot-by-64,5-foot (6096
met by 19 600 mm) prefabricated panel rolls with Integral
3.5-inch-wido (go mm) continuous fastoning tabs at 51 -inch
(1295 milt) intervals.
2.2.2 Fasteners: Fasteners used to mechanically attach
foam plastic iris ulation to the roof dock are FiberTite 1114 fas-
teners and FiborTite stress plsatoq, unless otherwise noted in
this report. Tho corrosion, resistant screws have a
0.145 -inch -diameter (3.68 mm) rout, a 0.235 -Inch -diameter
(5,97) nialor diameter and a 0.448 -inch -diameter (11.4 mm)
head. The FiborTite stress plates aro 34rich•diameter (76
mon), 0.032 -inch -thick (0,81 mon) steel plates reinforced with
two riiscd circular st,impings, having a 0.275 -inch -diameter
(6.08 mrn) holo„ and having nn AL -55 Galvatuine coating
complying with ASTM A 792-95.
FiborTite Mngnum fastenors Hre No. 15 corrosion -resistant
screws Willi a 0.425•inch-diameter (10.8 mm) head,
0.150 -inch (3.81 mm) root diatnotcr and 0.260 -inch (6.6 trim)
mninr diameter, and the screws have 13 threads per Inch
(0.51 thread per mm). The fasteners are used in conjunction
with FiberTite, Mrignum stress plates to attach the mombrane
to the substrate. The stress plates are 2.5 -inch -by -1.5 -inch
(61.5 mm by 38 mm), No. 18 grige, rectangular steel plates
with roundod corners, a 0.25 -inch -diameter (6.4 mm) hole in
the center, eight barta ; extending 0.125 inch (3.2 mm) down
from the bottom and minrorced with a raised center stamping
arca. Tho stool has an A7_-55 Gatvalumo coating complying
with ASTM A 792-96,
2.2.3 Foam Plastic Insulatlon: Foam plastic insuiation spc-
cifled in Tables 1 and 2 must be recognized in an ICBG SS or
NES evaluation report. When foam plastic, is insialtod over a
steel deck, the evaluation report on the insulation must show
compliance with Section 2602:5.3 of the code.
2.2.4 Adhesive: FTR-190 bonding adhesivo is a solvent -
based, contact -type adhesive for bonding the Fib erTiIo mem-
brano to polylsocyanurate foam plastic substrates.
2.3 Installation:
The system must be Installed by applicators trained and ap-
proved by seaman Corporation. All substrates must be clean
and smooth, and free of sharp edges, loose foreign materials,
oil and grease. Roof surfaces must slope a minimum of 1/4
inch per foot (2.1 `yo slope) for proper drainage. Application of
the roofing assemblies shall be in accordance with Tablos 1
and 2 of this report.
Insulation boards are fastened to substrates with fasteners
and plates described in Section 2.2.2 and Tablo 2, with a mint -
mum of four fasteners for insulation boards with any dimon-
sion loss than or equal to 4 foot (1219 rrtm), and a minimum
or five fasteners for boards with any dimension greater than
4 foot (1219 mm).
Slip sheets are applied as noted in Table 1. The FiborTite
membrane Is positioned on lha insulation board or substrate,
smig without stretching. Adjoining shoots must overlap a
minimum of 5 inches (127 mm), sl iinglcd with the flow of wa-
ter. The membrane is oithor anchored to the roof deck with
Fasteners described in Section 2.2.2 or adhered to the insula-
tion with Seaman FTRA 90 Bonding Adhesive, as described
In Table 2. The fasteners and barbed stress plates are located
under minimum 5 -inch -wide (127 mm) laps or tabs, a mini-
mum or2 inches (51 mm) from the edgo of the membrane and
spaced along the tabs as described in Table 2. Fasteners
must be doubled at roof corners and perimeters, which aro
defined In Note 4 of UBC Table 16,11-1. Tabs must be a mini-
mum of 1112 inches (38 mm) in width, must be hot-air welded
and must exhibit a homogeneous bond weld. All field scams
must be clean and dry prior to initiating any field welding. See
Figure 1 fortypical perimeter details. All openings through the
roof, valleys and parapets must be fleshed in accordance with
tho monufacturor's instructions. See Figure 2 for typical do -
tails.
FiborTite roofing systems roust not be in direct contact with
coal -tor pitch, fresh asphalt or other incompatible chemical
substances.
2.4 Identification;
All roofing membranes and adhesives have a label bcoring
the Seaman Corporation name and 'address, a symbol indi-
cating the manufacturing pInnt, the product name, the evaiva-
tion report number (10BO ES ER -5052) and tho name of the
lievdantJon leportV ol'IC101! israGtpliarl Son for, Jnr., are ismed solr/y ro praridr, ialunnarion to Clnu A otetnber•x off( WO. urilJ,lug rhe rale upon ei•htch literrnort
41 ha\Pd Iiadoration rep,A/r are unt drhe eone•trura ac represrating oeilhetier or rrnyglh or alt"Mrilc1 eat endoncntun orre'rotrnncn-
datiort fbr rrca of the NOYM rrgmrr.
710 Prporr 1•+ baseAtrpon indrpr nrlrru tri to or whrr terh rikof data sobtidneed by the oppl n•rrnr. 1 -he lefto 1'.vattlotinn Servlre, Ate, techideal etaj/'ha. n-urerrrd the
tr.+•t ra+ntre apidlor mhrr [lata, hitt r/ors (,%fardillrx to tna4r on hide pendrm eerifivalion. %'heae is na n•arrurtty by lCUO i'Valrpltloll scn4re, life., erpros
or implirde ac to nqv "I'iarlJr;; "ern don• rnaiter ut the rrpnrl or as to hep product corrmd by thrreport. I hf rdisc/oin,r r Jachtr/rr, hrtl r. nut h'tnin d ra, arrrrhrotlnhl/ib.
OCT -07-2002 MON 03;36 PM AL MILLER & SONS ROOFING FAX NO. 3
Pago 2,
gtlthlity control agency (Factory Mutual Research Corpora-
tion), r-isteners aro identified by the company narno and tho
size, Insulation Is idenliried in accordance; with the respoctive
evaluation report,
3,0 EVIDENCE= SUBM17TED
Dnla in accordancewith tho ICB0 ES Acceptance: Criteria for
Monibrane Roof-covertno Systems (AC75), dated July 1999,
and a qunGLy control manual.
U rINDINGS
That the FiberTite roofing systems described In this re-
port comply with the 1937 Uniform Suildin0 Coddlm,
subject to tho following conditions:
4.1 The roof covering system Is installed by applica-
tors approved by Seaman Corporation_
STSTDA Moor
NO, CULpricAnom
2 A
J- A —
Min 7/l•uach '_:12
thiek ptywoud"
Miti,t/J Inwb
12
thick
thick plyw0dT
P. 05
ER -5052
4,2 The materials and installation comply with this re-
port and the manufacturer's Instructions.
4.3 Whore moderate or heavy traffic occurs, such as
for maintenance of equipment, the roof covering is
adequately protected to prevent rupture orwearing
of the surface.
4.4 Roof classification requirements in Table 1 and
wind design requirements in Table 2 are followed.
4.5 The FiberTite membranes are manufactured In
Wooster, Ohio, and Bristol, Tennessee, under a
quality control program with inspections by Facto-
ry Mutual Research Corporation (AA -653).
This report Is subject to re-examination in two years.
TABLE 1—FiBERTTTE
INS uunoN+
MAAMUM
subsinair
$LoPB
Vonvombu;nihk'
Z:12
Nnncambushblc,
1:12
c ynlCnt i l IOUs
I+olyir>uey;unnulc. ----
only
_
Mcti:h to eptly— - - Itactex Oy AL
Nan Coltllall:d ib la =1
1:12
Min 7/l•uach '_:12
thiek ptywoud"
Miti,t/J Inwb
12
thick
thick plyw0dT
P. 05
ER -5052
4,2 The materials and installation comply with this re-
port and the manufacturer's Instructions.
4.3 Whore moderate or heavy traffic occurs, such as
for maintenance of equipment, the roof covering is
adequately protected to prevent rupture orwearing
of the surface.
4.4 Roof classification requirements in Table 1 and
wind design requirements in Table 2 are followed.
4.5 The FiberTite membranes are manufactured In
Wooster, Ohio, and Bristol, Tennessee, under a
quality control program with inspections by Facto-
ry Mutual Research Corporation (AA -653).
This report Is subject to re-examination in two years.
TABLE 1—FiBERTTTE
INS uunoN+
ROOFING
SYSTEMS
-��� � floor cavl:niNo
Avrilcnnox
Typa
Tittcltna.a
QncIi08)
Auuehmhnl BatoSneot
MimERna
— -
I+olyir>uey;unnulc. ----
I,S
_
Mcti:h to eptly— - - Itactex Oy AL
Fiber Hic or
permhtiirn1111
161)
attached 1a "Rucroof' stip sheet,
Fiberfily a 1• Incu,bt�110
u«0chtxi
subsu„Ic Innse•laid avcrinnulatiun
mcchanlcJlly
laid ovor iniulatiun
attached
I hcim2a
l.5 ro
Atcch;mic011y Nunn _ _
' FiboTilu ur
pnlyiswcyanuraly
2
attached Io
HlIvej'itc XT nte•nibrnnc
(LR-3?2:�)
V
subslrllc
twuhnnically
ttlluched
—ii�l)isocylnaiaq+,
l.S
Mccltnnitntly Nano
Fiberilty KI nienibtanc
2 perminimuut
attached to
substrate
.adhered with
Seaman FT!140 Bonding
polvisncyarnunte, I,S
2 per minimum min,
NIA
i•or `1: 1 inch 25.4 nun, I l al./1110 ml- fl. 0A I Uru7, 1 sy. Il. - 0.09d Int, 1 pet'- 16,01 R kg'O.
NIA Dial oprdicuhlc.
IAII iasalation must be UL classified. Additionally, 0 11
ro0m plastic mull be covered under a current cveluaLI0n report. if the foam plastic is installed over a Slcel duck
Wilhoul a thcttntd haaTier. the Oilualion opine on the insulation lflust addrvsa ua use in such an installation.
'Nonrmnbu�tib►e stthtitrnles int;►ud,� couerete and steel ducks.
rite plyUand dvck must comply wish ticciion 2601.5,3 of the code-
r
Adhesive At I call 100
tgnare 114-01
-
Mechanically
--etue layer ul'--
--l•thcrlNc or
ellachtd In
Cit bJEe sheet and one
Fihcrl'itu X•1' 111oml+tune
bnbshnie
layer ell
rite'•ehnnically
Roclu;t Oy Ah ^Ro-
u«0chtxi
cruor' stip sheat, loasa-
laid ovor iniulatiun
N/A -
— Roclex oy Ab "fto-
— FiberTite
cruor' slip sheet, lucwa
nlurhhronc
laid oNct itlsulation
mechanically
V
— aluched - —
i•or `1: 1 inch 25.4 nun, I l al./1110 ml- fl. 0A I Uru7, 1 sy. Il. - 0.09d Int, 1 pet'- 16,01 R kg'O.
NIA Dial oprdicuhlc.
IAII iasalation must be UL classified. Additionally, 0 11
ro0m plastic mull be covered under a current cveluaLI0n report. if the foam plastic is installed over a Slcel duck
Wilhoul a thcttntd haaTier. the Oilualion opine on the insulation lflust addrvsa ua use in such an installation.
'Nonrmnbu�tib►e stthtitrnles int;►ud,� couerete and steel ducks.
rite plyUand dvck must comply wish ticciion 2601.5,3 of the code-
r
OCT-07-2002 MON 03:37 PM AL MILLER & SONS ROOFING FAX NO, 3 P. 06
j `trGjl ,►(.f�c� t-
ICBO Evaluation Service, Inc.
- ' 5360 WORKMAN MILL ROAD - W-IITTIER, CALIFORNIA 90601-2299
M A subskliary corporation of Me International Conference of Building Officials
EVALUATION REPORT
Copyright d 1997 ICOO Evaluation Service, Inc.
Filing Category: INSULATION (128)
APACHE POLYISOCYANU RATE AND EXPANDED
POLYSTYRENE FOAM ROOF AND WALL, INSULATION
APACHE PRODUCTS COMPANY
107 SERVICE ROAD
ANDERSON, SOUTH CAROLINA 29625
1.0 SUBJECT
Apache Polyisocyanurate and Expanded Polystyrene Foam
Roof and Well Insulation.
2.0 DESCRIPTION
2.1 polyisocyanurate Insulation Boards;
2.1.1 General:
The closed -coil rigid polyisocyanurate foam boards are used
as roof or wall insolation. The boards are designated as
Apacha r,yrox, Tapered Pyrox, Isoshield Silver, Isofoil
Supreme and Millox-P and are available in 4 -foot widths in
thicknesses from 112 inch to 4 inches. Roof insulation boards
are also manufactured with a taper from 1/2 inch to 1 inch
along the 4-footdimonsion. The boards are available with var-
ious protective facings. Only resin -impregnated or asphalt -
impregnated glass fiber protective facings are used as roof
insulation. The boards mustbo protected by a weather -resis-
tive batrier. All boards have foam cores with an approximate
density o12 pcf, a flame -spread rating of not more than 25 and
a maximum smoke•density rating ofnot morethan 450. Panel
descriptions are as follows;
21,2 Tapered PyroxorPyrox:Rigid, closed cell, polyisocy-
anurate core with top and bottom facing of organicifinorganic
blend paper/folt with glass fibers. Pyrox is Flat board with
1 -to -4 -inch core. 'Tapered Pyrox is tapeTod board for various
roof slope purposes, and has core thickness of 1/2to 4Inches.
2.1.3 Isoshield Silvor; Rigid polyisocyanurate core from 112
to 4 inches In thickness with reflective aluminum foil or collu-
lose foil skins for use as wall sheathing or under tile or shingle
Too I's.
2.1.4 Isofoil Suprome: Rigid polyisocyanurate core frorrll/2
to 4 inches in thickness with semi -permeable paper facer.
2.1.6 Miflox-P; Rigid, closed -cell, polyisocyanurato core in
thickness of 1 to 3114 inches. It is faced on one side with
112 -inch -thick perlite, and on the other with facing of organic/
inorganic blend paparlfelt with glass fibers.
2.1.6 Whitc-Lino; Rigid closed -cell polyisocyanurate core
from 1,2 to 4 Inches thick with facings of glass fiber based
white paper for use with built-up roofing Installation.
2,2 Expandod Polystyrene Insulation Boards:
The insulation is an expanded polystyrene foam plastic de-
signed for use as a nonstructural thermal Insulation sheath -
ER -3240
Reissued July 1, 1999
ing. It is available with square edges in various sizes and in
thicknesses up to 6 inches (152 mm). See Table 1 for densi-
ties and thermal resistance (R -values). The foam plastic has
a flarne-spread rating of 25 or less and a smoke density of
less than 450 when tested in accordance with UBC Standard
8-1.
2.3 Thermal Resistance:
The Insulation boards have aged thermal -resistance ratings
noted in Tables 1 and 2.
2.4 Installation:
2.4.1 Polylsocyanu rate Insulation Boards; The roofing
insulation boards are placed over 1/2 -inch plywood with exte-
rior glue or cementitious substrates and attached with mini-
mum 20lbs./100 ft.2 hot asphalt, solidly mopped or approved
mechanical fasteners. A classified built-up roof covering in
compliance with Chapter 15 of the code, starting with the
base sheets and plies is then placed over the insulation
boards. The thermal barrier requirement can be waived if the
plywood decking complies with Section 2602.5.3 of the code.
Apache insulation boards can be used for perimeter
applications such as foundations, below grade and in crawl
spaces. The maximum 1/2 -inch -thick wall sheathing boards
are placed on the outside face of exterior walls and fastened
with galvanized roofing nails having minimum 3/8 -Inch -diame-
ter heads at 6 inches on center around (lie board perimeter
and 12 inches on centerinthe field. Nail lengthsmuslbe suffi-
cient to have minimum 3/4 -inch wood penetration into wood
framing members or the structural sheathing thickness,
whichever is less. Structural bracing in compliance witlh Sec-
tion 2320.11.3 or 2320. 11.4 of the Uniform Building Code'" is
necessary to resist horizontal loads.
2.4.2 EPS Insulation Board: The insulation is for use in wall
cavities, roof assemblies, or on the outside faces of exterior
walls, The interior of the building must be separated from the
Insulation boards with a thermal barrier a3 required in Section
2602.4 of the Uniform Building Code, A vapor barrier may be
required by the building official. Tile insulation board may be
Tplied to exterior faces of walls to a maximum thickness of
inches (38 mm). The attachment of finish materials over
the insulation board must provide a minimum 1 -inch (25.4
mm) penetration of the fasteners into wood framing, Wall cov-
ering over the insulation must be structurally adequate to re-
sist the required horizontal forces perpendicular to the wail.
All walls must be braced in accordance with Section
2320.11.3 or 2320.11.4 of tike code.
Insulation boards shall not be used as a nailing base for ex-
terior siding materials. All nailing shall be made through the
sheathing into the wall framing or structural sheathing as re-
quired by the siding manufacturer's instructions or the code.
Evalnnllon reports of 1070 Evaluation Service, Inc„ are la ruedSotely toprovlde rnfurmnrlon to CIMA members of/C110, willdirg the code upon which rhereport
Is bnsetl, Fvortlntan reporN me none be rultsdgted asrepresenring aes1hetict ororly other nitributesnot spec(ro calty addressedn oras an endorren,enI or reronunen-
rlalion fvr use afrhe suhject report.
71ilsreporrlrbavcdnpatt)ttdepenrlcnr(61Sorotherterhnleoidatasabnhlllerlbythe applicant,TheICUOEvttlNatioit5ervire lac,technicolstaJfhrcreviewedrte
test resurtsandlorollrrrlora, bur dorsltntpaxsevsfellfarJlltesto make on independentvertJlcorion.TherebsnowarrunlybyIcnoEvuluntionservice, Mr,e pr&as
or hnplied, ns to arty "Fin din g"fir other ntrtner in the report or as to nhry product covered by the report. ThIs di.velahnrr inchttles, but is nor lintired 10, atercluut lability.
._ Page 11 of 2
OCT -07-2002 MON 03:38 PM AL MILLER'& SONS ROOFING FAX N0. 3 P. 07
Page 2 of 2
The insulation boards may be used as roof insulationwhen
specifically recognized in a current evaluation report.
2.5 Idontification:
2.51 Polyisocyanurate Boards; ,The Apache Products
Company name, product identification and thickness are
noted on each unit. In addition, each unit has a label orstamp
bearing the following Information.
1, Flame -spread rating of not more than 25.
2, Smoke -density rating of not more than 450.
3, Evoluation Report ER -3240.
4, Quality control agency name is Factory Mutual Research
Corporation.
2.5.2 EPS Insulation Boards: The EPS insulation boards
are packaged In bundles that bear a label containing the
Apache Products Company name and address, date of
manufacture, evaluation report number(ICBO ES ER -3240),
density, name of the quality control agency (RADCO), flame -
spread classification and thermal -resistance data.
3.0 EVIDENCE SUBMITTED
Data in accordance with the ICBG ES Acceptance Criteria for
Foam Plastic Insulation (AC12), dated January 1996.
4.0 FINDINGS
ER -3240
4.2 Roofing Insulation is separated from the building
Interior with minimum % Inch plywood with exte-
rior adhesive and tongue -and -groove or blocked
joints.
4.3 Insulation boards are separated from the Interior
with minimum 1/2 -inch regular gypsum wallboard
attached In conformance with Table 25-G of the
code, The sheathing must be protected by an
approved woother-resistive barrier as set forth In
Section 1402.1.
4A Other portions of the wall system provide the nec-
eseary structural resistance to wind and seismic
forces in spanning between the wall framing mem-
bers.
4.5 Walls are braced In accordance with Section
2320.11.3 or 2320.11.4 of the code.
4.6 Thelocalbuilding official may require avapor barri-
er to be installed.
4,7 Polyisocyanurate boards are manufactured in Sol-
videre, Illinois; Jackson, Mississippi; Linden, New
Jersey; Anderson, South Carolina; and Riverside,
California, with follow-up inspections by Factory
Mutual Research Corporation (NER-QA122).
That the Apache potyisocyanurate and expanded poly- 4.0 Expanded polystyrene insulation boards are
styrene foam boards comply with Section 2602 of the manufactured in Union, Mississippi; Lakeland,
1997 Uniform Building Code`', subject to the following Florida; and Miami, Florida, with follow-up Inspec-
conditions: tions by RADCO (NER-QA204).
4,1 Product and Instillation comply with this report
( and the manufacturer's Instructions. This report Is subject to re-examination In two years.
TA13LE 1—AGED THERMAL RESISTANCE OF POLYISOCYANURATE INSULATION
1HICKNE59llncnce) UN-rIG= F/ew t.a"
11
.. 1,0. 7.1 _ 6.1
2.0.-. 14.9 12.4
�.. 3.0 _ 21.0 20.0
_. 4.0 33.3 33.3
TABLE 2—EXPANDED POLYSTYRENE INSULATION BOARD PROPERTIES
EPS TYPL' (pct
—.._.. ,_ _ 1.00
1.35
3,8
1,80 �.
Ilnsulatiun hnar6 are limixd to nnasinmi ral applicallons, with Ober m;IlulialS Used to brace walls and resist horizontal rorccs.
OCT-07-2002 MON 03:33 PM AL MILLER"k SONS ROOFING FAX N0, 3 P. 02
y,0i,mN QO'
ICBG Evaluation Service, ins„ Acaadilcdby(he
V `": American National Sldrrdards Instil*,
5360 WORKMAN MILL ROAD • WFIITTIER, CAI-IFORNIA 90601-2299
A subsidiary corporation of the International Conference of Building Officials
EVALUATION REPORT ER -2202
Copyriylit 0 2000 IC00 EvaltinUon Service, Iric. ReISSUod Juno 1, ?.000
Filing Catogory: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202)
CLAY ROOF TILES
MARUHACHI CERAMICS OF AMERICA, INC.
1085 SAMPSON AVENUE
CORONA, CALIFORNIA 91719
1.0 SUBJECT
One-piece Mission, 10 -inch Straight Barrel Mission. 8 -inch
Strail)hl F3nrrel Mission, Corona Tapored Mission, Classic7a-
pered Mie4ion, Roman Tile, MF108 Interlocking Flat Tile, Im-
provod•S and Oriental Clay Roof tilos.
2.0 DESCRIPTION
2,1 Gcncr,ii:
Tho roof tiles ore machine-funmcd from natural clay and fired
to various degrees to obtain the requirod strength, The tiles
hnvL a natural, glazexl or spray -flash finish. The surface of the
glazed tiles is furnished with an aorylic glaze prior to vitrifica-
tion, l he spray-fln5h consists of n sprayod-on mixture of man-
gnnose oxide, frit and other natural clay materials, which Is
then bolrod on tho surfaco of the tilo. Accessory tiles such as
ridge, gnhle, hip, birdstop and turret tiles are also available.
Sun figure 4.
2.2 MAcrlals:
2.2.1 One-piece Mission Tiles; The Ono -piece Mission
tilos ore S•slinped, 19 inchce� (483 mm) long, 141/2 inches
(368 nun) wido and an 2verngo Of 'I/2 inch (12,7 inm) thick.
'rhe tilos weigh approximately 7,8 pounds per square foot
(38.0 kg/mz) Installod with a 3 -inch (76 mm) headlap and
23/1 -inch (70 mm) sidolap. Tho tiles have two nail holes in the
prin and ono nail holu in tho cover side. sec f=igure 1,
2.2.2 10 -inch Straight Barrel Mission- The 10 -inch
Stroight Barrel Mission filo conylsts of a pan and cover unit.
The tiles are 19 inches (483 nim) long, 10 Inches (254 mm)
wide, and have a fhickncss of 1/2 inch (12.7 mrn) nt the center
laperoig to 711; Inch (11.1 min) at the sides. Tho tiles weigh
approximately 10.2 pounds par squire foot (49.8 kg/m2)
installed with a 3 -inch (76 mm) hoadlap and 131/2 -Inch (343
nim) center -lo -anter side spacing of pan units. One nail holo
is provldod at the tole of each tile, See Figure 1,
2.2.3 8 -Inch Straight Barrol Mission: The 8 -inch Straight
Bai rul Mission Tile consists of a pan and cover unit. The tiles
aro 10 inches (483 min) long, 8 inches (203 mm) wide and
npproximatuly i12 inch (12,7 mm) thick. The tiles weigh
approximately 10,7 pounds per square foot (52.2 kg/m )
installed with a 3 -inch (76 mm) headlnp and 11 -inch (279 mm)
center -to -center sido spacing of pan units. One nail hole is
provided tit the top of each tile. See Figure 1.
2.2.4 Corona Tapered Mission,'The the consists of a pan
and cover unit measuring 01/2 Itches (216 mm) at the nose
and 6 Inches (152 mm) at the hood of each tile. The tiles are
19 inches (483 mm) long and approximately 1/2 inch (12,7
mm) thick, The tiles weigh approximately 10,7 pounds per
squaro foot (52.2 kg/m2) installed with a 3 -inch (76M111) hand -
lop and 12 -Inch (305 mm) center-to-centor side spacing of
pan units. Ono nail hole is provided at the top of ouch tile, Soo
Figure 1.
2.2.5 Classic Tapered Mission: The tile consist~ of a pan
and cover unit measuring 71/4 Inches (184 mm) at the nose
and 61/4 inches (159 mm) at the head of the tile. The tiles are
19 inches (483 mm) long and approximately 1/2 Inch (12.7
mm) thick. The tiles weigh approximately 10.4 pounds per
square foot(50.8 kglm'-) installed with a 3 -inch (76 mm) head -
lap and 10 -inch (254 mm) center -to -center sido spacing or
pan units. One nail hole Is provided al thetop of each tile, See
Figure 1.
2.2.6 Roman Tile: The Roman tiles Etre pan-shapcd tilos, 19
inches (483 mm) long and 12 inches (305 mm) wide with a
2 -inch -deep (51 mm) lip at each side. Each the is 1/Z inch (12..7
roan) thick at the edge, increasing to 1/4 inch (19.1 mm) thick
at tho center, and there are two nail holes at tic top of the tile.
Weight is approximately 10.4 pounds par square foot (50.8
kg/m2) with the tiles installed with a 3 -inch (76 mm) tieadlap
and 16 -inch (405 mm) center -to -center side spacing, and us-
ing 8 -Inch Straight Barrel Mission top pan tiles as cover tiles.
See Figure 1,
2.2.7 MF108 Interlocking Flat Tile: The tiles are inter-
locking flat tiles that are 13,59 inches (345 mm) long, 13.70
Inches (348 mm) wide and 1.47 inches (37 mm) thick, The
fila* weigh 8.9 pounds per square foot (43.15 kclln2) when
installed with a 2114 -inch (57 mm) head lap and a 1 /8 -inch (41
mm) side lap. Two nail holes are provided at the top or each
tile. See Figure 1.
2.2.8 Improved -S: Improved -S is a Spanish-slylo interlock-
ing tile, 123/5 inches (314 mai) long and 123/8 inches (314
mm) wide, and having an approximate thickness of % Inch
(15,9 mm). The tiles weigh 10.8 pounds persquare foot (57.7
kg/m2) Installedwith a 2 -Inch (51 mm)headlap. Two nail holes
are provided in the pan portion of the tilo and two lugs are pro-
vided on the back, Soo Figure 1, Tho minimum roof slope for
Improved -S tiles is 4:12 (33.3 percent).
2.2.9 Oriental Tilo: Oriental tiles are 12 inches (305 mm)
long and 12 inches (305 nim) wide, and have an approxininte
thickness of 5/8 inch (19.1 mm), The ties weigh 8.4 pounds
per square foot (41.0 kg/rn2) installed with a 2318 -inch (60 mm)
hoadlap. Anail hole is provided in the pan portion and two tugs
/rrahrrrdnn rrpm Ir aflC'l1C) /irrr/nrrriwr Servirv, rile., are lamed sulrly la pwi,hlc btformudatr to C'lrnN 4 uremhcra of I r'BO, utifialnl Ihc. Carle upon mbh•h the rrporl
i,'vInked EvnAratiorl n7loels are nor to ler ronsrrrrrd 01 represeulinA ocs1h etici or any other rt1Nbrlra riotcj)0ei t•rtllhnrldrr..cednnrrtsnnrnrlorarurrntrorrrrouunrn-
rratimn far nor ofthesuhjccl rrporl.
T hiv rrporl ly hascd upon ilidepenrrrul levos or other terhnfral data submitted by tht• opplioonr. The 1011 U EvaArrnion 8rrvire, Inc., tcchnh-ar staff has rrvlrrved the
B'sl revulys muLror othrr &(ra, hue rlur•. nnI Pusses tear faeilltics lu orator un !n dryardenl verifrcorlon, ?'here Is nu n rtrrardy by 1('110 f: vfrlNariar S'rnie•r•, her., rrpreaa
or iraptled, as to any " I'MArg "()r Other auurrr in Or report or ns to jury product corvn•d by the rrporl. Thi r dixrfalrar•r hrcludcs, hart la"ar Irmlled in, nr rrehaarnbillo:
i
pCT-07-2002 MON 03:34 PM AL MILLER & SONS ROOFING
Page 2
w
are provided on Ute back. Soo Figure 1. The rninimum roof
slope for tho Oriental Lilo is 4:12 (333 percent),
2,3 Installation:
2.3.1 General: Installation shall be in accordance with this
report and Table 15- D-2 of the code for the Improved -S and
Orient,ii tiles, and Table 15-D•1 of the code for tho One Piece
Mission, 10 -inch Straight Darrol Mission, 8 -inch Straight Bar-
rel Mission, Corona Taporod Mission, Classic Tapered Mis-
siun and Roman tilos. Tile MF108 Interlocking Flat tilt is
instAled in accordance with this, repoil and 'fable 15-D-1 of
the code, except as nolud in Section 2.3.5.1 of this report. The
dock,wilaces must be clean and dryprior to installation of Un-
derl,yment. Foreign particles must be cloancd from all inter-
locking areas to onsure proper scaling and to prevent water
damming. Cracked or broken tiles must be replaced. Where
mortar is used, it must comply as a Type O mortar under
Chapter 21 of thu codo. Tiles in contact with mortar must be
inirncr sod in water for at least two minutes prior to placement.
The Improved -S and Oriental tilos on roof slopes less than
4:12 (33.3 perceni) are considered decorative material and
must be appliod on solid slicnilling over a complying roof cov-
cring subject to approval by the building ofrrcial. For the Ro-
mFn, 8 -inch Straight Barrel Mission, Corona Tapered Mission
and M171000 Interlocking tiles installed on roof slopes ex-
ceeding 60 de0roes from the horizontal, the bottom edge of
each [lie must be secured wilts an approved clip or nail in addi-
tion to the Gtstrners required by UBC Tables 15-0-1 and
15.0-2.
2.3.2 Sheathing: Shoathing must be structurally adequate
to support the loads involved, It must be nominal 1/2 -inch or
thicker sulid shoothing installed in aeenrdnnce with the code,
Fascia bonrds or cant strips must be installed to property ele-
vate tho first file courso.
2.3.3 Underlayrnent;Amini mumorone layer ofType 30as-
phnit•soIurrled organic Etat, tripped 2 inches (51 mm) horizon-
tally and 6 inches (152 min) vertically, must be used in all ap-
plionlions. In areas subject to ico buildup, installation must
comply with Tables 15,0-1 and 15,0-2 of the Uniform Building
Code.
2,3.4 Battens: Battons shall be not less than 1 -by -2 nominal
lumber, spaced as required, and nalled with corrosion -resist-
ant 8d nails at 24 inches J61 min) on center, maximum. The
end ji)lnts should be separated 1 Inch (25 mm) every 4 feel
(1219 nim) to provide for draine0e. Minimum 1/4-Inch-ihick
(6.4 n)m) spnoors, cul from asphalt shingles planed between
the Nations and the decking and spaced nt 24 inches (610
111111) oil center, may be used In liow of providing the i. Inch (25
mm) spxe between Iho bacons.
2.3.5 T110 Fastening: Tilos must be fnsioned in accordance
with UBC Tables 15-D-1 arid 15-D-2. Fasteners are minimum
No. 11 gago, 511 f-innh-di:anieler-head (7.9 mrn), corrosion-ro-
sistani nails having sufficient length to penetrate the sheath -
Ing or baltens at least 314 inch (19,1 mm) or to extend through
the sheadiing, whichever is loss. In liou or nails, an approved
tilt lie system may be used.
In areas designated by tho building official as being subject
to repealed wind velocities in excess of 80 miles per hour (129
k0h), or where the roof heigtit exceeds 40 feet (12 192 mm)
abovo grade, Lilo nitnrhment must comply with Footnote 2 in
Toblo 15-D-2 of tho code for the interlocking ides, or rablo
15.0-1 for the other tilus.
MF108 Interlocking Flat tile shall bo fastened with a mini-
muin of ono nail per tile and installed at a ntininlum roof slope
of 4:12 (33.3%).
FAX N0, 3 P. 03
ER -4202
2.3.6.1 Valley Flashing: The roof valley flashing shall be riot
less than 0.016 -inch (No, 2..8 galvanized sheet gage) (0,41
mm) corrosion -resistant metal, which shall extend at least 11
inches (279 mm) from the center line each way and which
shall have a splash divorter rib not loss than 1 inch (25 ram)
high at the flow line formed as part of the flashing. Sections
of flashing shall have an end lap of not less than 4 inches (102
mm). For roof slopes of 3:12 (25 percent) and over, the racial
valley flashing shall have a 36 -inch -wide (9 14 milt) underlay-
mont directly under it, consisting of one layer of Typo 30 felt
running the full length of the valley, in addition to the underlay-
ment specified in Tablos 15-D-1 and 15-D-2.
In severe ollmates, the mr;tal valley flashing underinymenl
shall be solidly cemented to the roofing undcriaymc;iit for
slopes under 7:12 (58.3 percent),
2,3.6-2 Other Flashing: At the juncture of the roof and veili-
cal surfaces, flashing and counterflashing shall be provided
per roofing manufacturer's instructions, and whon the hash-
ing and counterflashing are of metal, they shall be nut less
than 0,019 -inch (No, 26 golvaniaod sheet gage) (0.48 mm)
corrosion -resistant metal,
2.3.7 Hips, Ridges and Rakes: Hip and ridge tilos are
inslalled with ridge boards, Each ridge and hip tile is nailed
with a No. 11 gage, corrosion -resistant nail driven into the
ridge and hip framing membr:rs. Type M or 0 cement mortar,
complying with Chapter 21 of the code, shall be provided at
all ridges and hips to completely seal the area underthe ridge
and hip tiles; or follow the manufacturer's approved hill and
ridge instructions for closuro. Each rake the shall be nailed to
the supporting member with a minllnurn of two corrosion -re-
sistant, minimurr No. 11 grigo, 6/16 -inch -head (7.9 mill) nails.
The nails must be long enough to pencirate the supporting
member a minimum of 3/4 inch (19.1 mm). Approved mastic,
sealant or wind locks should be used under tiro butt end of
tiles to Inhibit wind damage.
2.4 Roofing Classification:
When installed in accordance with this report, the roof tiles
described in this report are Class A roof coverings in accor-
dance with Soclion 1504,2 of the code and are noncombus-
tiblo roof coverings in accordance with Section 1504.1 of the
code.
2,5 Identification:
A tag containing the manufacturer's name (Maruhachi Ce-
ramics of AlilerlCa, Inc.), the evaluation report number (IC50
ES ER -4202) and the installed weight is attached to each
shipping pallet.
3.0 EViDENCE SUBMITTED
Reports of tests conducted in accordanco with the ICBG ES
Acoepttmce Criteria for Special Roofing Systems (AC07),
dated April 1999, and descriptive information.
4.0 FINDINGS
That the clay roofing tiles described in this report comply
with the 1997 Uniform Building Coder", subject to the fol-
lowing conditions:
4.1 The tiles are manufactured, Identified and installed
In compliance with this report and the manufactur-
er's instructions.
4.2 The tiles are manufactured in Corona, California,
with the exception of the Improved -S and Oriental
tiles which are rnanufactured In Handa City, Aichi,
Japan, and the MF108 Interlocking Flat tile, which
Is manufactured in Nandan-Cho, Japan.
2,3,6 Flashing; This report is subject to re-examination In two years,
FISSURED Square Lay -in, Tile & Tegular
medium texture
FISSURED Square Lay -in with PRELUDE 15/16" Exposed Tee grid
Texture and Grid Intersections
80 TechLine • 1 -877 -ARMSTRONG 0 Option 3
FISSURED Angled Tegular with PRELUDE 15/16" Exposed Tee grid
C�mstrongr
� i
1
.3
{
\
\
/
1 V-
FISSURED
FISSURED Square
FISSURED Angled
Square Lay -in
Lay -in with PRELUDE
Tegular with PRELUDE
15/16" Exposed Tee grid
15/16" Exposed Tee grid
80 TechLine • 1 -877 -ARMSTRONG 0 Option 3
FISSURED Angled Tegular with PRELUDE 15/16" Exposed Tee grid
C�mstrongr
Physical Data
Material
Wet -formed mineral fiber
Surface Finish
Factory -applied vinyl latex paint
Flame Spread/Fire Resistance
Class A: Flame Spread 25 or under (UL- Labeled) per
ASTM E 1264
Fire Guard: A fire resiceiling-whentive used in
applicable UL assemblies
ASTM E 1264 Classification
Type III, Form 2, Pattern C D
Insulation Value
J55-756,895,896
R Factor -1.5 (BTU units)
R Factor - 0.26 (Watts units)
705, 714, 744, 815
R Factor -1.6 (BTU units)
R Factor - 0.28 (Watts units)
Backloading Recommendation
Seepages 209-211 for details
Weight; Square Feet/Carton
705 - 0.70 Ibs/SF; 64 SF/ctn
714 - 0.75 lbs/SF; 40 SF/ctn
744 - 0.90 lbs/SF; 40 SF/ctn
,1755-0.60 lbs/SF; 96 SF/ctn
756 - 0.60 lbs/SF; 64 SF/ctn
815 -1.00 lbs/SF; 48 SF/ctn
895, 896 -1.00 lbs/SF; 64 SF/ctn
Antimicrobial TYeatment
Available upon request
Warranty
Seepages 209-211 for details
Recommended Suspension System
705, 755756 - PRELUDE 15/16" Exposed Tee grid
system` s
815, 895, 896 - PRELUDE XL Fire Guard 15/16"
Exposed Tee grid
744 - PRELUDE 15/16" Concealed Tee grid,
CONCEALED Z grid, or glue applied
714 - Adhesive or staple up
81
, �
7,'
FI SSU R E D
Relative Installed Cost
�mstrong
Square Lay -in, Tile & Tegular
$ '' I $$ I $$$ $$$$
09510/ARM
medium texture
BuyLine 0729
Key Selection Attributes
Typical Applications
Recycled
Color
• Economical with good acoustical
• Classrooms
Content:
performance
• Utility areas
37-75%
O
• Directional fissured image
• Auditoriums/theaters
(Fire Guard)
White
• Discount retail
(WH)
22.5-45%
Visual Selection
Performance Selection
TUL Classified
GRID EDGE ITEM
ACOUSTICS FIRE
SAG LIGHT
FACE PROFILE NUMBER
DIMENSIONS
NRC CAC RESIST
RESIST REFLECT
DURABILITY
FISSURED
Concealed Beveled 744
12 x 12 x 5/8"
0.50 35 Class A
Standard 0.80
Standard
K4C4 744M
300 x 300 x 15mm
Tongue 714
12 x 12 x 1/2"
0.50 — Class A
Standard 0.80
Standard
& Groove 714M
300 x 300 x 13mm
15/16" Square 756
24 x 24 x 5/8"El0.55
30 Class A
Standard 0.80
Standard
Lay -in 756M
600 x 600 x 15mm
Q :�C 896
24 x 24 x 5/8"0.55
El
35
Standard 0.80
Standard
896M
600 x 600 x 15mm
J•
755
24 x 48 x 5/8"
0.55 30 Class A
Standard 0.80
Standard
755M
600 x 1200 x 15mm
895
24 x 48 x 5/8"
0.55 35
Standard 0.80
Standard
895M
600 x 1200 x 15mm
J•
15/16" Angled 705
24 x 24 x 5/8"El0.55
30 Class A
Standard 0.80
Standard
Tegular 705M
600 x 600 x 15mm
24 x 24 x
5 8"
1:10.55
35 �
Standard 0.80
Standard
8815
15M
600 x 600 x
[J7
® Drawings on pgs. 206-208Fire
Resistance
J•
Physical Data
Material
Wet -formed mineral fiber
Surface Finish
Factory -applied vinyl latex paint
Flame Spread/Fire Resistance
Class A: Flame Spread 25 or under (UL- Labeled) per
ASTM E 1264
Fire Guard: A fire resiceiling-whentive used in
applicable UL assemblies
ASTM E 1264 Classification
Type III, Form 2, Pattern C D
Insulation Value
J55-756,895,896
R Factor -1.5 (BTU units)
R Factor - 0.26 (Watts units)
705, 714, 744, 815
R Factor -1.6 (BTU units)
R Factor - 0.28 (Watts units)
Backloading Recommendation
Seepages 209-211 for details
Weight; Square Feet/Carton
705 - 0.70 Ibs/SF; 64 SF/ctn
714 - 0.75 lbs/SF; 40 SF/ctn
744 - 0.90 lbs/SF; 40 SF/ctn
,1755-0.60 lbs/SF; 96 SF/ctn
756 - 0.60 lbs/SF; 64 SF/ctn
815 -1.00 lbs/SF; 48 SF/ctn
895, 896 -1.00 lbs/SF; 64 SF/ctn
Antimicrobial TYeatment
Available upon request
Warranty
Seepages 209-211 for details
Recommended Suspension System
705, 755756 - PRELUDE 15/16" Exposed Tee grid
system` s
815, 895, 896 - PRELUDE XL Fire Guard 15/16"
Exposed Tee grid
744 - PRELUDE 15/16" Concealed Tee grid,
CONCEALED Z grid, or glue applied
714 - Adhesive or staple up
81
YOUNG ENGINEERING SERVICES
*Engineering •Architecture•Surveying• Building & Safety Services
Letter of Transmittal
To: City of La Quinta
Attn:
Tel No::
Building and Safety
Ed
We are forwarding:
No. of Copies
1
1
1
1
X By Messenger
Description:
Plans (office set)
Date: 3-26-03
Project: Ross Dress For Less
(truss review) 1" check
PC#: 0209-025
Tract No.:
By Mail Your Pickup
Structural calculations (office set)
Truss calculations with engineer of record shop drawing stamp
Truss layout plan
Comments: No structural plan check comments. Truss calculations are approvable.
This Material Sent for:
Your Files X Per Your Request
Your Review Approval
Checking At the request of:
Other
By: John W. Thompson
Phone # 760-360-5770 (ext. 102)
77-804 Wildcat Drive, Suite C, Plam Desert, CA 92211 (760) 360-5770
Bronz Young
Certificate of Occupancy
City of La Quinta-
Building
and Safety Department'
�"� � '=`fir• '� ;►�
This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, .
certifying that, at the time of issuance, this structure was in compliance with the various ordinances
of the City regulating building construction or use. For the following;
BUILDING ADDRESS:
Use Classification: Commercial (Ross Dress for Less)
Occupancy Group: M Type of Construction:
Owner of Building: One -Eleven La Quinta, LLC
Building Official
78-700 Highway 111
VN Ankh
Bldg. Permit No.: 0209-025
Land Use Zone: CR
Address: 71-084 Tamarisk
City: Rancho Mirage, CA 92270
By: Daniel P. Crawford Jr.
Date: 5/16/03
POST IN A CONSPICUOUS PLACE