0107-273 (AR)hm
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 # Lc. Class Exp. Date
Date Signature of Contractor
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, will 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
c0 tractors to construct the' .project (Sec. 7044, Business & Professi nals
Code).
() I am exempt under Section B&P.C. for1his reason /
Date I . s 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.
( ) I have and will maintain workers' compensation insurance, as required by
Section 3700 of.the Labor Code, for the performance of the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:.
Gamer Policy No.
(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 s all not employ any person in any manner so as to become subject to the
workers' compensation; laws of California, and agree that if I should become
subject to the workers"'compensation provisions of Section 3700 of. the &r
Code, I shall forthwith comply with those provisions. „/ %
r
--Date:, Applicant—
Warning:
��`
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, indemnity
& 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 the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property forrinspection purposes.
l /
,Signature (Owner/Ag�n t) l -s W Date .� R
,^ w PERMIT # '
BUILDING PERMIT,►,_
���
DATE` ' " VALUATION LOT TRACT
544,921.70 106 2159;53
JOB SITE .
ADDRESS 709-349 CALSaN.PR.OsV` ER0
APN
VX -3284)115
OWNER
CONTRACTOR / DESIGNER / ENGINEER
GR1 rCKJP.'k R 1 -IM, W}?L
01MITER - BUILVER
LA Qi't,"WTA CA 922,53
s CT. ALIT
USE OF PERMIT
0!1q'Ti•1C1•ifvi7CJIJPZT PIOUS11ADDITIGN PER' MUP 2004dG.4"i
TRACT t~UNg'1`i€.13CTION MOO SF
("ON r, PZUCT1ON )EE 101-000-418-000 KAMM
€ L,AN EildiA..K .MTE, 101-0-00-439-318 $131:3.87
.1dZrC ARICAL M, 101-000-421-000 546,130
RI I.r.0 T RICAJ.. F1!U7 101 $46A4
Fi.1JMI2IIW FEFs Ol dt�p %9«(1Q1C9 3" �. fs
' S`7RONG MOTION ITZ3: • RIVIOV 10t,-000-241 —000 $4.49
.ACI
O1;AWN 0-423-000 80.00
9.0 JAlV
MrOFLAQuim
i. .F AND 1 IA14 MMIX
50 0.30
U=7 PRU-PAD IMP14
$0X10s
RECEIPT
DATE
�r' U �c ; 7
BY p^
-�
DAT INAL
G 7
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Slab Grade
-
- / -- y
Ducts
Return Air
p
Steel
-/ -
Combustion Air
Roof Deck
Exhaust Fans
0. K. to Wrap
F.A.U.
Framing
-/�• Z—
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
-
Final
Final
BLOCKWALL APPROVALS
Steel
POOLS - SPAS
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
-
Underground Electric
Underground Pibg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
- -7 S
Heater Final
Water Piping/@
Plumbing Top Out
�J "
Plumbing Final
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Seaver Connection
Encapsulation
Gas Piping
A -
Gas Test
-�
,Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring =zB'--z-
Low
ZLow Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
COMMENTS:
u
Desert Sands Unified School District
47-950 Dune Palms Road
Notice: La Quinta, CA 92253
Document Cannot Be Duplicated 760-771-8515
CERTIFICATE OF COMPLIANCE
Date 1/24/02 APN # 604-328-015
No. 22854. Jurisdiction La Quinta
Owner NameGregory R. Hendel Permit # 0107-273
No. '79349 Street Calle Prospero" Log #
City La Quinta zip 92253 Study Area
Tract # 25953 Lot # 106 Square Footage 684
Type of Development
Comments etE
New Residential Addition No. of Units 1
Guest, House Addition per MUP 2001-297 684 sq.ft.
At the present time, the. Desert Sands Unified School District does not collect fees on garages/carports, covered
patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It
has been determined the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of
2.05 X 684 or $ 1,402.20 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 Cash/ -Gregory Hendel Telephone 760-360-7555
Name on the check
f 4
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Nicola Wong Payment Received $1,402:20
Check No. CASH
Signature
NOTICE: Pursuant to Assembly Bill 3081 (CHAP 549, STATS.7996) 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 sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all waivers.
Embossed Original- Building Dept./Applicant • Copy - Applicant/Receipt Copy - Accounting
• a .� r
-WeIbRDING REQUESTED BY:
Fidelity National Title Company
Escrow No. 3474 -CAH
Title Order No. .\ %-A
When Recorded Mail Document
and Tax Statement To:
.Mr. Gregory R. Hendel
79349 Calle Prospero
La Quinta, CA 92253.
DOC p 2001-311162.
10/19/2001 08:00A Fee:29.00
Pagel of 2: Doc T Tax Paid
Recorded in Official Records
County of Riverside
Gary L Orso
Assessor, County Clerk 3 Recorder
MS U PAGE POOR NOCOR - - SAtF MSC. ,
ANN: V 0Ct -38a -d�s-9 �... ;.
GRANT DEED `'Pr ``°"G" a •N4'r• _Fxm.ER The undersigned grantor(s) declare(s)
Documentary transfer. tax is 5292.60 X ] computed on full value of property conveyed,or
[ ] computed on full value less value of liens or encumbrances remaining at time'of sale,
[ ] Unincorporated Area • City of La;Quinta '
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Desert Sonrisa Associates, L.P., a
California Limited Partnership
hereby GRANT(S) to Gregory R. Hendel; A Single Man
the following described real property in the City of La Quinta
County of Riverside, State of California:
SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF
DATED: May 12, 2000
STATE OF CALIFORNIA
COUNTY OF Riversic
ON May 23. 2000`- before me,
Patricia A. W -hh personally appeared
s : :
Wesley n_ Oliphant s s s
personally known to me (or proved to me on the basis
of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and .
acknowledged to me that. he/she/they executed the
same in his/her/their authorized capacity(ies), and that
by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the
person(s) acted, acuted the instrument.
Witness my hand a o f4•cial seal. nn �
Signature
MAIL TAX STATEMENTS AS DIRECTED ABOVE
Desert Sonrisa Associates, L.P., a California Limited
Partnership By: Oliphant & Willi�i s Associates, a
Calif ornja�Vatioyt?as Gen&'OraWartner
Wesley D.11iphan
110,
FD -213
s -
(Rev 7/96) GRANT DEED
EXHIBIT ONE
�0
Lot 106 of Tract 25953, in the City of La Quinta, County of Riverside, State of California, as per
Map recorded in Book 268, Pages 47 through 55., inclusive, of Maps, in the Office of the County
Recorder of said County,
Excepting therefrom all oil, gas, petroleum, naphtha and other hydrocarbon substances and minerals
of. whatsoever kind and.nature in upon or beneath said property.
This conveyance is made and accepted and said property is hereby made subject to those certain
covenants, conditions and restrictions contained. in that certain declaration of restrictions recorded
March 18, 1998 as Instrument/File No. 93364, records of Riverside County, all of which by this
referenced are hereby incorporated in and made a part hereof as though fully set forth herein.
2@@1-511162
IIII IIII 1 0/1 9/2 09168
00R ;
MAY 2 4'2000
4 C%
YOUNG ENGINEERING SERVICES k
• Engineering *Architecture -Surveying- Building & Safety Services'
This Material Sent for:
Your Files Per Your Request
Your Review Approval
X Checking At.the request of:
Other
By: ,may
Phone #
47-159 Youngs Lane • Indio, CA 92201 • (760) 342-9214
•Bron Young •
Letter of, Transmittal
Date:
Project:
�o7-a'13 Mp a
Attn:
W. 0.:
Tel No.:
Tract No.:
We are forwarding:
By Messenger By Mail Your Pickup
No. of Copies
Description:
Comments:�.,1
This Material Sent for:
Your Files Per Your Request
Your Review Approval
X Checking At.the request of:
Other
By: ,may
Phone #
47-159 Youngs Lane • Indio, CA 92201 • (760) 342-9214
•Bron Young •
OWNER/BUILDER INFORMATION
Dear Property Owner:
An application for a building permit has been submitted in'your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "Owner/ Builder" you are the responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her. name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the City or County. They are also required by law to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception of variuus trades that you plan to subcontract, you should be
aware of the following information for your benefit and protection:
If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200.00 or more for. the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer..
If you are an employer, you must register with the State. and Federal Government as an employer and you are subject
to several obligations including State and Federal income tax withholding, federal social security taxes, worker's
compensation insurance, disability insurance costs and unemployment compensation contributions.
There may be financial risks for you if you do not carry our these obligations, and these risks are especially serious with
respect to worker's compensation insurance.
For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if
you wish, the U.S. Small Business.Adminstration). For more specific information about your obligations under State
Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners -who arc not licensed contractors arc allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions. .
A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building
permit, erroneously implying that the property, owner is providing his or her. own .labor and material personally.
Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or, at. 1020 N. Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification form so that we. can confirm that you are aware of
these matters. The building permit will not be issued until the verification is returned.
Very truly yours,
CITY OF -LA QUINTA •
DEPT. OF BUILDING AND -SAFETY
78-495 Calle Tarnpi
La Quintal CA 9225
(760) 7%1-7012
FA7G,iAm.nl '•n7 7n t
O ER' GNATU /DA
PROPERTY ADDRESS.
.0/o
PERMIT NUMBER(s) '
J
CITY OF LA QUINTA SLIB-CONTRACTOR LIST
JOB ADDRESS PERMIT NUMBER _ OWNER BUILDER
This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work
on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance
of buildinq permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response.
Trade / Classification;::
Contractor
`State Contractor's License
Workers Compensation Insurance
City Business License
Company Name
Classification
(e.g. A, B, C-8)
License Number
Ixxxxxx)
Exp. Date
Ixx/xx/xx)
Carrier Name
(e.g. State Fund, CalComp)
Policy Number
(Format Varies)
Exp. Date
Ixx/xx/xx►
License Number
(xxxx)
Exp. Date
(xxlxxlxx)
Al S'IFF�-
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LANDSCAPING IC -27)::.' .:.
POOL (C-53)
pf 7'ITLE 24
Energy Conservation
Standards Compliance Report
HENDEL GUEST HOUSE
79-349 CALLE PROSPERO
LA QUINTA, CA 92253
•
June 26, 2001 v Job Number: 20020A
s'
Prepared For. -
GREGORY R. HENDEL
c/o MICHAEL SWARTZ, ARCHITECT
81-106 HIGHWAY 111, SUITE 4H
INDIO, CA 92201
760-342-7867 6L ? a
CITY OF QU TA
BUILDING & SAFETY DEPT.
APPROVED
® FOR CONSTRUC ION
Maalin
►�i
enterprise,
p y�� �r ,ArE BY
2
®®®®®®®
Catherine M. Madlin, Certified Energy Analyst
Post, Office Box 1443 e Palm Springs, r(A 92263
. 760-322-5004 / 323-3644 (fax)
E-mail: CVladlin@aol.com
7T
Madlin -s
enterprises
Catherine M. Madlin, Certified Energy Analyst v 760-322-5004 / 323-3644 (fax) V ®®®®®
Title 24 Energy Conservation Standards
Compliance Report
This proposed project has been reviewed for compliance with the 2001 State of California
Energy Conservation Standards, Title 24, by Madlin's Enterprises. The building design
described in this compliance portfolio is in conformance with the standards as outlined in
the attached compliance forms and documentation.
Date: June 26, 2001
Job Number: 20020A
Project Architect: MICHAEL SWARTZ
Owner's Name: GREGORY R. HENDEL
Project Name: HENDEL GUEST HOUSE - DETACHED
Project Location: 79-349 CALLE PROSPERO - LA QUINTA, CA 92253
Method of Compliance: MICROPAS V6 CERTIFIED COMPUTER PROGRAM
.Orientation Of Entry: NORTHEAST
Certified Energy Analyst
Catherine M. Madlin
NR 98-90-544
r r L%�� �R98-9�0-144
rr
C A 8 E C
[Cciifornio &Wiodon of building Energy ConwUcnts
• Post Office Box 1443 v Palm Springs, Ca 92263 v
Madlin-s.
en terpnses
' Catherine M. Madlin, Certified Energy Analyst v� 760-322-5004 / 323-3644'(fax) V V ®®®®
Job Name
j
Job No. / File No, •
20020A
Method of Compliance
Micropas V6 Computer Simulation
Job Name
HENDEL GUEST `HOUSE.- DETACHED
Job No. / File No, •
20020A
Method of Compliance
Micropas V6 Computer Simulation
Total Conditioned Square Footage
655 Sq.Ft.
Total, Glazing % (Floor/Glass Area'Ratio)
.9.0%,
Insulation: Roof / Ceiling
R-38 with Radiant Barrier
Insulation: Walls ''
R-21
Insulation: Floor - Raised
^n/a'
Insulation: Floor.- Slab on Grade
None Required
Insulation: H.V.A.C. Ducts/Location/Testing
R-4.2 / Attic / Duct Testing NOT,Required
Glazing U -Value / Type: Fired
0.72, Dual, Alum. Frame (CEC Default Value)
Glazing U-ValueType: " Patio ,
0.85, Dual, Alum. Frame (CEC Default Value)
Glazing: Solar Heat Gain Coefficient (Uncoated)
0.70 Operable / 0.73 Fixed
Glazing: Exterior Shading r'
Overhangs As Shown ,
Thermal Mass Square Footage & %
524 Sq.Ft.
H.V.A:C. System Type
Gas Heating /. Electric Cooling
HVAC System Efficiencies (heating/cooling)'
78% AFUE / 11.0 SEER
Domestic Hot Water Heater
(1) 40 Gal: Gas
Energy Factor / Eff. / Standby Loss
-.58 or better
R12 Blanket on' Tank
No
Recirculating Pump for DHW
F/a `.
• Post Office -B& 1443 v Palm Springs, Ca 92263 •
A
CERTIFICATE OF COMPLIANCE: RESIDENTIAL' Page 1 CF -1R
Project Title.......... SWARTZ.HENDEL.GUEST Date..06/26/01 10.50:49
Project Address.:...... 79-349 CALLE PROSPERO *******---------------------
LA QUINTA, CA 92253 *v6.00*
Documentation Author... CATHERINE M. MADLIN Building Permit
Madlin's Enterprises
P.O. Box 1443 Plan Check a e
Palm Springs, CA 92262
760-32275004Fleideca e
Climate Zone. ---
..... 15 , ----hk-------
Compliance Method...... MICR0PAS6 v6.00 for 2.001 Standards by Enercomp, Inc.
MICR0PAS6 v6.00 File -20020A2 Wth-CTZ15S92 Program -FORM CF -1R
User#-MP0207 User-Madliri's Enterprises Run -PERMIT CALCULATION
-------------------------------------------------------------------------------
GENERAL INFORMATION
-----------
conditioned Floor Area..... 655 sf
Building Type ............... Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 45 deg (NE)
Number of Dwelling Units... 1
Number of Stories.......... .1
Floor Construction Type...... Slab On Grade
Glazing Percentage......... 9 % of floor area
Average Glazing U -value.... 0.81 Btu/hr-sf-F
Average'Glazing SHGC. 0.71
Average Ceiling Height..... 11 ft
BUILDING SHELL INSULATION
Component
Frame
Cavity
Sheathing
Total
Assembly
Type
------------
Type,
R -value
R -value
R -value
U -value Location/Comments
Wall
-------
Wood
--------
R-21
--------
R-0
-------
R-21
------- ------------------------
0.059
Wall
Wood
R-13
R-0
R-13
0.088
Door
None
• R-0
R-0
R-0
0..330
Roof Radiant
Wood
R-11
R-27
R-38
0.025
S1abEdge
None
R-0
R-0
0.730
F2=0.760
SlabEdge
None
R=0
R-0
(NE)
F2=0.510 •.
FENESTRATION'
Over -
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Value
SHGC
Shading
Shading
Fins
--------------=-----
Window
Left
(SE)
-----
5.5
------
0.720
------
0.730
---------------
Standard
--------------
Standard
-----
None
Window
Left
(SE)
5.5
0..720
0.730
Standard
Standard
None
Window
Right
(NW)
'8.0
0.720
0.730
Standard
Standard
None
Door
Front
(NE)
40.0
0.850
0.700
Standard
Standard
Yes
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... SWARTZ.HENDEL.GUEST Date..06 26 01 10:50:49
MICROPAS6 v6.00 File -20020A2 Wth-CTZ15S92 Program -FORM CF-1R
-------User#_MP0207 User-Madlin's Enterprises "Run -PERMIT CALCULATION
-----------------------------------------------------------------
Type..
------------
S1abOnGrade
SlabOnGrade
Equipment Type
----------------
Furnace
ACSplit
4
Exposed
------------
Yes
No
Minimum
Efficiency
------------
0.780 AFUE
11.00 SEER
THERMAL MASS
------------
Area Thickness
(sf) (in)
------ ---------
524 -3.5
131 3.5
HVAC SYSTEMS
Duct -
I Duct
Location
R -value
------------
Attic
-------
R-4.2
Attic
R-4.2
WATER HEATING SYSTEMS
Location/Comments
------------------------
Exposed
Covered
Tested Duct ACOA Thermostat
Leakage Manual D Type
--------- --------- -------
No No- Setback
No No Setback
Number Tank External
in Energy Size Insulation
_Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
Storage Gas Standard 1 0.58 40 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates a Radiant Barrier. The radiant barrier must be
installed to cover all gable end walls and other vertical surfaces in the attic
and attic ventilation criteria must be met.
This building incorporates a High Mass Design.
i. , .
The values and materials used in this compliance portfolio are
the minimum required to show compliance with Title 24 Energy
Conservation Standards. The owner may (at his/her option) install
better materials without additional compliance calculations.'
The installing glazing contractor shall provide the required
CF -6R with the installed glazing u -values, SHGC and'areas.
The installing hvac contractor shall provide the required CF -6R
with the installed hvac equipment model numbers.
4
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R
Project Title.......... SWARTZ.HENDEL.GUEST Date. .06/26%01 10:50:49
-----------=------------------=--------=-----------=------=-----------------
MICROPAS6 v6.00 File -20020A2 Wth7CTZ15S92 Program -FORM CF -1R
User#k-MP0207 User-Madlin's.Enterprises Run -PERMIT CALCULATION
-----------------------------------------------------------=-------------- --I
REMARKS
A night setback thermostat is,,required to be installed with the
HVAC.system..
The installed plumber shall provide the'required.CF-6R listing
the water heater model number(s) and certified plumbing
fixtures.
n
CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page A CF -1R
----------------------------
______________________________
Project Title.......... SWARTZ.HENDEL.GUEST Date..06/26/01 10:50.49
MICROPAS6 v6.00 File -20020A2 Wth-CTZ15S92 Program -FORM CF-1R
User#-MP0207 User-Madlin's Enterprises"- Run -PERMIT CALCULATION
-------- `
------------------------------------------------------------------
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1- and 6 of the
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed.by the individual with
overall design responsibility. When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section.
DESIGNER or OWNER
Name.... MICHAEL SWARTZ Name....
Company. ARCHITECT Company.
Address. 81-106 HIGHWAY 111 #4H Address.
INDIO, .CA 92201
Phone... 760-342-7867 Phone...
License.
�l
Signed.. el
":;::Signed..
a
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone... Y
Signed..
a e
DOCUMENTATION AUTHOR
CATHERINE M. MADLIN
Madlin's Enterprises
P.O. Box 1443
Palm Springs,: CA 92262
760-322-5004
(aaLe)
Certified Energy An:alyat
Catherine M. Madkn
NR 98.90-544
r r R 98-90-144
rr
CIA. D E.0
LCaMbmio Asscxiettc j d duklft Energy CwWta as
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF -1R
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
* §150(a): Minimum R-19 ceiling insulation.
§I50(b): Loose fill insulation manufacturer's labeled R -Value.
* § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls
(does not apply to exterior mass walls).
* §150(d): Minimum R-13 raised floor insulation in framed floors.
§ 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate
no greater than 2.0 ern/inch.
§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
§1.16-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat
V
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside
air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
§ 110-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
✓
§ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
§150(i): Setback thermostat on all applicable heating and/or cooling systems.
§ 1500): Pipe and tank insulation
I . Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater)
✓
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined intemal/extemal insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 55° F insulated.
6. Piping insulated between heating source and indirect hot water tank.
January 4, 2001
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page -2 of 2) MF -1R
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance.- When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable'
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued) -
* § 150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections
601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely
in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure
'
system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B. If mastic or tape is used
to seal openings than 1/4 inch,
/
greater the combination of mastic and either mesh or tape shall be used.
V
Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and
their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used
in combination with mastic and drawbands.
r
' 2. Exbaust fan systems have back draft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
§ 114: Pool and Spa Heating Systems and Equipment.
I. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
,
§ 115: Gas fired central furnaces, pool Beaters, spa heaters or household cooking appliances have no
continuous) bumino pilot light. (Exception: Nori-electrical cooking appliances with pilot < 150 Btu/hr)
Lighting Measures:
§ 150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt
or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a
readily accessible lighting control panel at an entrance to the kitchen.
§ I50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this
requirement allowed in § I50(k)2.; and recessed ceilin fixtures are IC insulation cover) approved.
-COMPUTER METHOD SUMMARY Page 1 C-2R
Project Title..:....... SWARTZ.HENDEL.GUEST Date..06/26/01 10:50:49
Project Address........ 79-349 CALLE PROSPERO ******* ---------------------
LA QUINTA, CA .92253 *v6.00*
Documentation Author... CATHERINE M. MADLIN Buiiding Permit
Madlin's Enterprises
P.O. Box 1443 Pian Check Date
Palm Springs, CA 92262
760-322-5004 Fleid Check/Date
Climate Zone........... 15 ---------------------
Compliance Method...... MICROPAS6.v6.00 for 2001 Standards by Enercomp, Inc.
--------------- __________
MICROPAS6 v6.00 File -20020A2 Wth-CTZ15S92 Program -FORM C -2R
User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALCULATION I
-------------------------------------------------------------------------------
= MICROPAS6
-------------------------------------
ENERGY USE
SUMMARY-----------------------
=
= Energy Use
Standard
Proposed
Compliance =
_ (kBtu/sf-yr),
Design
Design
---------
Margin =
_ Space Heating...........
5.14
5.14
-----�----
0.00
= Space Cooling..........
58.31
59.73
-1.42 =
= Water Heating...........
29.84
26.32
3.52 =
= Total
93.29-
91.19
2.10 =
*** Building complies
------------------------
with Computer.Performance
GENERAL INFORMATION
Conditioned Floor Area..... 655 sf
Building Type.......:....... Single Family Detached
Construction Type New
Building Front Orientation. Front Facing 45 deg (NE)
Number of Dwelling Units... 1
Number of Building Stories., 1
Weather Data Type.......... FullYear
Floor Construction Type....
Number of Building Zones...
Conditioned volume.........
Slab -On -Grade Area...... .
Glazing Percentage.........
Average Glazing U -value....
Average Glazing SHGC.......
Average Ceiling Height...—
Slab On Grade
1
7205 cf
655 sf
9 % of floor area
0.81 Btu/hr-sf-F
0.71
11 ft
COMPUTER METHOD SUMMARY
Page 2
C -2R
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Project Title.......... SWARTZ.HENDEL.GUEST
Date..06/26/01
-
10:50.49
MICROPAS6 v6.00
File -20020A2
----------------
Wth-CTZ15S92 Program -FORM C-2R
--------User#-MP0207
-------------------------------------------------------------------
User-Madlin's
Enterprises, Run -PERMIT CALCULATION
BUILDING
ZONE INFORMATION
Floor
-------------------------
# of
Vent Vent
Air
Area
Volume, Dwell"
Cond- Thermostat Height Area
Leakage
Zone Type (sf)
-------------- -----
(cf) Units
------- -----
itioned Type (ft) (sf)
------------------ ----- -------- ---------
Credit
1. ZONE
Residence 655 7205 1.00 Yes Setback 2.0 Standard No
OPAQUE SURFACES
Area U- Insul Act Solar Form 3 Location/
Surface (sf) value R-val Azm Tilt Gains Reference Comments
------------- ------ ----- ----- --- ---- ----------------- ----------------
1.ZONE
1 Wall 480 0.059 21 45 90"Yes W.21.2X6.16
2 Wall 154 0.059 21 135 90 Yes W.21.2X6.16
3 Wall 458 0.059 21 225 90 Yes W.21.2X6.16
4 Wall 75 0.059 21 315 90 Yes W.21.2X6.16
5 Wall 121 0.088 13 45 90 No W.13.2X4.16
6 Door 22 0.330 0 315 90 Yes None
7 RoofRadiant 655 0.025 38 n/a 0 Yes R.38.2X4.24
PERIMETER LOSSES
----------------
Length F2 Insul Solar
Surface (ft) Factor R-val Gains Location/Comments
------------ --------------------- ----- ----------------------
1.ZONE
8 S1abEdge 113 0.760 R-0 No
9 S1abEdge 11 0.510 R-0 No
FENESTRATION SURFACES
---------------------
Area U- Act Exterior Shade Interior Shade
Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC
-- ----- --- ------------------
1.ZONE
1 Window Left (SE)5.5 0.720 0.730 135 90 Standard/0-76 Standard/0.68
2 Window Left (SE) 5.5 0.720 0.730 135 90 Standard/0.76 Standard/0.68
3 Window Right (NW) 8.0 0.720 0.730 315 90 Standard/0.76 Standard/0.68
4 Door Front (NE) 40.0 0.850 0.700 45 90 Standard/0.76 Standard/0.68
COMPUTER METHOD SUMMARY Page 3 C -2R
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___________
---------------------------------
Project Title.......... SWARTZ.HENDEL.GUEST Date..06/26/01 10:50:49
_______________________
MICROPAS6 v6.00 File -20020A2 Wth-CTZ15S92 Program -FORM C -2R
User#-MP0207 User-Madlin's Enterprises Run -PERMIT CALCULATION
------------------------------------ _--------------------------------------------
OVERHANGS AND SIDE'FINS '
-------
---Window-- ------Overhang--- ---Left Fin- ---Right Fin --
Area Left Rght
Surface (sf) Wdth Hgth Dpth Hght Ext' Ext Ext Dpth Hght Ext Dpth Hght
---- -7 -- ---- ---- ----
1.ZONE
• 4 Door 40.0 6 6.67 13 , 0.0 n/a n/a n/a n/a n/a, n/a n/a n/a
THERMAL MASS
HVAC SYSTEMS
Area
Thick
Heat
Conduct-
Surface
Efficiency
------------
Mass Type_
---------------
(sf)
(in)
Cap
ivity
.
UIMC R -value
Location/Comments
1.ZONE
------
-----
-----
--------
-----------
----------------------
1 SlabOnGrade
524
3.5
28.0
0.98
4.60 R-0..0
Exposed
2 SlabOnGrade •
131
3.5
28.0
0.98
1.80 R-2.0
Covered
HVAC SYSTEMS
WATER HEATING SYSTEMS'
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
1 Storage, Gas Standard - 1 0.58 40 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed -to manufacturer and CEC specifications, and ***
*** verified•ddring plan check and field inspection-. ***
This building incorporates a Radiant Barrier. The radiant barrier must be
installed to cover all gable end walls and other vertical surfaces in the attic
and attic ventilation criteria must be met.
This building incorporates a High Mass Design.
Minimum
Duct
Duct Tested Duct ACCA
Duct
System Type'
----------------
Efficiency
------------
Location
R -value Leakage Manual D
Eff
• 1 . ZONE
-------------
--------=----------------
-------
-Furnace
0.780 AFUE
Attic
R-4.2 No No-
0.743
ACSplit
11.00 SEER
Attic
R-4.2 No No-
0.637
WATER HEATING SYSTEMS'
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
1 Storage, Gas Standard - 1 0.58 40 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed -to manufacturer and CEC specifications, and ***
*** verified•ddring plan check and field inspection-. ***
This building incorporates a Radiant Barrier. The radiant barrier must be
installed to cover all gable end walls and other vertical surfaces in the attic
and attic ventilation criteria must be met.
This building incorporates a High Mass Design.
r
,COMPUTER METHOD SUMMARY Page 4 C -2R
Project Title.......... SWARTZ.HENDEL.GUEST.• Date..06/26/01 10:50:49
------MICROPAS6 v6.00 File -20020A2 Wth-CTZ15S92 Program -FORM C -2R
User#k-MP0207a• User=Madlin's Enterprises Run -PERMIT CALCULATION
REMARKS
The values and materials used in this compliance portfolio are
the minimum required to show compliance with Title 24 Energy
Conservation Standards. The owner may (at his/her option) install
better materials without additional compliance calculations.
The installing, glazing contractor shall provide the required
CF=6R with the installed.glazing u -values, SHGC and -areas.
The installing'hvac contractor shall provide the required'CF=6R
with the installed hvac equipment model numbers..
A night- setback thermostat is required to be installed with the -
HVAC system."
The installed plumber shall provide the required CF -6R listing
the water heater model number(s) and certified plumbing
fixtures.
S
Madlin s
enterpfises
Catherine M. Madlin, Certified Energy Analyst v 760-322-5004 / 323-3644 (fax) 'VF .
H V.A.C. Load Calculation
j
H V.A.C. Load Calculation
.MVAC SIZING Page 1 HVAC
_____________________________________________
Project Title.......... SWARTZ.HENDEL.GUEST Date..06/26/01,10:50:49
Project Address........ 79-349 CALLE PROSPERO ******* ---------------------
LA QUINTA, CA 92253 *v6.00*
Documentation Author.— CATHERINE M. MADLIN bulidi.ng ermi
Madlin's Enterprises'
P.O. Box 1443 Pian Check / Date
Palm Springs, CA 92262
760-322-5004 Fieid Check/a e
Climate Zone......... •• 15 ----------------------
Compliance Method..`.... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc.
------MICROPAS6 x6.00 File -20020A2 Wth-CTZ15S92 Program -HVAC SIZING
User#k-MP0207 User-Madlin's Enterprises. Run -PERMIT CALCULATION I
GENERAL INFORMATION
Floor Area... __ ..........
655 sf
Volume.. .............7205
cf
Front Orientation..........
Front Facing
45 deg (NE)
Sizing Location..... ...
PALM DESERT
Latitude. .... **I***
33.7 degrees
Winter Outside Design. ..:.
32 F
Winter Inside Design..:....
70 F
Summer Outside Design......
112 F
Summer Inside Design.......
78 F
Summer Range. .. .....
34 F
Interior. Shading Used......
No
'Exterior Shading Used......
No
Overhang Shading Used......
No
Latent Load Fraction.......
0.20
HEATING AND COOLING
--------------------------------
LOAD SUMMARY
Heating
Cooling
Description,
------
(Btuh)
-----------
(Btuh)
Opaque Conduction and Solar......
-----------
7399
3134
'Glazing Conduction... ...:.....
1812
1621
Glazing Solar.... ........ ...
Infiltration
n/a
2531
......................
InternalGain ....................
3805
. n/a
2518
850
Ducts..... ..........
1302
1065
.........
Sensible Load. .. ......I.......
14317
11719
Latent Load.............. ......
n/a
2344
Minimum Total Load
------ -----------
14317
14063
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outside air, outdoor design temperatures, coil sizing,
availability of equipment, oversizing safety margin, etc., must also be
considered. It is the HVAC designer's responsibility to consider all
HVAC SIZING Page 2 HVAC
Project Title.......... SWARTZ.HENDEL.GUEST Date..06/26/01 10.50:49
=.----MICROPAS6-v6.00 File -20020A2 Wth-CTZ15S92 Program -HVAC SIZING I,
User#k-MP0207' User-Madlin's Enterprises Run -PERMIT CALCULATION
------------------------------------------------- -_-------------
factors when selecting the. HVAC equipment.
Madlin s
enteipmes
Catherine M. Madlin, Certified Energy Analyst • 760-322-5004 l 323-3644 (fax) ...... V
Title 24 Building Enerpy Efficiency Standards Residential Manual Excerpt
RADIANT BARRIERS
Introduction
A radiant barrier : s'rhoterial that -either reflects
heat. Aluminum toil ` rt-plastic`with,�a reflective f
Installation of radian# barrirs has the :greatest
although they provide some h;eating benefia
is the emission of radiant
ples of suC a material.
�ing the co:olipg season,
The Commission has approved an energy credit for radiant barriers meeting specific eligibility
and installation criteria.
The radiant barrier energy credit is an adjustment to the ceiling U -value when the ceiling is
adjacent to an attic with a radiant barrier. The credit is automatically applied by modeling a
• radiant barrier in an approved computer program with this optional capability.
Construction
Below are the parameters for receiving credit for a radiant barrier, including criteria for the
installation, ventilation and material, all of which contribute to the performance of the radiant
barrier.
Installation
All of the following conditions are required:
• Truss/rafter (top chord) mounted radiant barrier.
S 7 '
• Only; ceiling/roof systems of ventilated attics consisting of an attic air space of not less than
3.5 inches (ttjaistance mustbe'raiaintained�6etween the surface'gf-then"radiant berrler
and;the ceiling insulation) % , �� i; ti
I 3 f t 1 i y� �` !
Se'curely' installed -in ' ermanent'inahner with -•1h6 shin' side the sidewith-low emittance
facing down toward the attic floor.
• Installed to the roof truss/rafters (top chords) in any'of the following methods, with the
material:
1: Draped over the truss/rafter (the top chords) before the upper roof decking is installed..
2.' Spanning between the truss/rafters (top chords) and secured (stapled) to each side. .
P.O. Box 1443 v Palm Springs, Ca 92263-1443 v E-mail: Cmadlin@aol.com v
V�
Madlin's Enteipf ises — Addendums & Notes
3. Secured (stapled) to the bottom surface of the truss/rafter (top chord): A minimum air
space must be maintained between the top surface of the radiant barrier and roof
decking of not less than 1.5 inches at the center of the truss/rafter span.
4. Attached [laminated] directly to the underside of the roof decking. The radiant barrier
must be laminated and perforated by the manufacturer to allow moisture/vapor transfer
through.the roof deck.
• The radiant barrier. must be installed to cover all gable end walls and other vertical surfaces
in the attic.
s >
Ventilation 'j s `;
Attic ventilation must be`,proyided to {
• Conform to- man ufact`urer's•-instrucfions: --I ` -' - 1= <,
• Provide a minimum free ventilation area of not less than one square foot of vent area for
each 150 square feet of attic floor area.,
• No less than 30 -percent upper vents.
A minimum gap of three (3) inches provided at the bottom of the radiant barrier and at the
top of the ceiling insulation (except for method.4 above).
• A minimum of six (6) inches (measured horizontally) left at the roof peak to allow hot air to
escape from the air space between the roof decking and the top surface of the radiant
barrier (except for method 4 above).
• Ridge vents or gable -end vents are recommended to achieve the best performance.
Emissivi
• The emissivity of the radiant barrier mustbe equal to or lessthan 0.05.
• The manufacturer must provideft�st data or documentation Qf the(,ra iarat barrier product
showing conformance witWASTM EA08; (Test Method For Total Ndrmal, Er iltances Of
Sun`aces hsing�-lr spec'tion \Meted Techniques) and --(ASTM-. C -I,158-90 Star)dard-I
Practice For Use And Installation Of Radiant'Barrier Systems (RBS) In Building
Construction).'
• The product must meet all requirements for California certified insulation material [for
radiant barriers] of the Department of Consumer Affairs:, Bureau of Home Furnishings
and Thermal Insulation. _
Madliia's Ente7pi ises — Adde?zdums & Notes
Note: Aluminum will deteriorate or corrode in the presence of alkaline materials. Unless the
aluminum foil is protected by waterproofed paper or plastic coating, keep it from coming into
direct contact with anything alkaline, such as masonry surfaces.
Inspection
If a radiant barrier was used for compliance credit, check the installation guidelines provided .
above for the builder. Especially critical are the ventilation and air space requirements that
enable the radiant barrier to perform as expected.
i y
i
_7
,
1
t
i
i
• MadlinC
q
enteipfises
Catherine M. Madlin, Certified Energy Analyst . 760-322-5004.1323-3644 (fax) ...... S .
Manufacturer's Specifications
Y
Manufacturer's Specifications
Catherine M. Madlin, Certified Energy Analyst Y 760-322-5004 / 323-3644 (fax)
Madlin-'s
enterprises
TTVTVTT
Title.24 Energy Standards Table Reprint
Table 2-6. Default Fenestration Product U -Values
(this table to be used by manufacturer's to establish a U -value rating
without performance testing)
Single Pane, Double Pane
Frame Type t Product Type U -value U-value2
--------------------------------------------------------------------------
Metal Operable 1.28 0.87
Metal Fixed 1.19
Metal Greenhouse/Garden window 2.26 1.40
Metal Doors r 1.25 <ZD>
Metal Skylight 1.72 0.94
Metal, Thermal Break Operable 0.71
Metal, Thermal Break Fixed 0.60
Metal, Thermal Break Greenhouse/Garden window. 1.12
Metal, Thermal Break Doors 0.64
Metal, Thermal'Break Skylight 0.80
Non=Metal Operable 0.99 0.60
Non -Metal Fixed 1.04 0.57
Non -Metal Doors 0.99 0.55
Non -Metal Greenhouse/Garden windows 1.94 1.06
Non -Metal Skylight 1.47 0.68
1. Metal includes any field -fabricated product with metal cladding. Non-metal framed
manufactured fenestration products with metal cladding must add 0.04 to the listed U -
value. Non -Metal frame types can include metal fasteners, hardware; and door thresholds.
Thermal break product design characteristics are:
a. The material used as the thermal break must have a thermal conductivity of not
more than 3.6 Btu-inch/hr/ft2/°F, '
b The thermal break must produce a gap of not less than 0.210", and
c All metal members of the fenestration product exposed to interior and exterior air
must incorporate a thermal
break meeting the criteria in (a) and (b) above. In addition, the fenestration product
must be clearly labeled by the manufacturer that it qualifies as a thermally broken
product in accordance with this standard.
2. For all dual glazed fenestration products, adjust the listed U -values as follows:
a. Subtract 0.05 for spacers of 7/16" or wider.
b. Subtract.0.05 for products certified by the manufacturer as low -E glazing.
C. Add 0.05 for products with dividers between panes if spacer is less than 7/16" wide.
d. Add 0.05 to any product with true divided lite (dividers through the panes).
v P.O. Box 1443 . Palm Springs, Ca 92263-1443 v E-mail: Cmadlin@aol.com v
DEC -03-2001 02:29 PM BOBS.AIRCONDITIONING 760 345 7640 P.02
INSTALLATION SUGGESTIONS/UP-DUX®
Reading these Instructions before starting the installations will help make the Job go faster and easier. All
work can ordinarily be done from below, and there should be no necessity for you to go up Into your attic!
For best air circulation, units should be placed diagonally away from incoming air registers and,
depending on the pitch of roof above, position units 18 to 24 inches from the outer house wall.
1. Within the area of the Installation
location selected, drill a small hole in
the ceiling a few Inches from the
nearest ceiling joist. Through this
hole, with a small thin probe such as
can be formed tram a wire coat
hanger, check to be certain you will
avoid any attic obstruction within the
12" minimum attic clearance limit.
2. From the probe hole, cut to the
edge of --but NOT into—the ceiling
Joist. Next, using the joist as a guide,
make a smooth cut 11-5/e, along its
length as one of the sides of the
square opening into which your unit
will be installed. From each end of
this base line cut, now measure out
and away from the Joist a distance of
11-5!8°, recheck all measurements
and right angles, scribe the cutting
lines, and cut out the square. (Ceiling
insulation around opening MUST
NOT EXCEED 6".)
3. Included with each unit are four
2" wide "L" shaped installation clips,
pre -punched with screw holes. One
clip is required to properly support
each corner of the unit. The front
and back panels of the unit have
also been pre -punched with
matching guide holes. Position and
form each clip as follows: With the
edge of the clip exactly ',t" In from
the corner of the ceiling opening, as
Illustrated, and with the bottom of
the "L" held firmly up against the
ceiling, press the top edge forward
and downward, thereby bending the
clip to tightly fit the thickness of the
plaster board ceiling panel.
4. Being careful, not to damage the
aluminum lid, slide the unit into the
opening ---with hinged end toward
the outside house wall, as shown.
Now, from the plastic envelope
packed with your unit, remove the
four 1/4" mounting clip screws.
S. Very carefully align the holes in
the installation clips with the guide
holes in the unit's front and back
panels. Insert mounting clip screws
to secure the unit in position.
S. Remove the protective packing
from the grille and, using the 1/2" long
screws provided, mount the grille in
position on the unit, taking care to
allow only minimal tension between
the mounting screw heads and the
grille. DO NOT overtighten the
mounting screws since this can
cause permanent warping of the
entire grille frame (which cannot be
considered for factory warranty
adJust7Wt_0R-roplao9m.ept of grille.)
Hi PGTANT! PLEASE OTE!
A sttde-In Tiiiiftnaftneflhas been
included- with each grille for your use
during periods when the cooler is
not in operation. (The grille and
ThermaPanel'" may be cleaned with
a mild detergent In COOL water.)
YOUR SATISFACTION IS VERY IMPORTANTI SO WE WANT TO RE SURE YOU KNOW, THAT FOR
!FEST RESULTS WITH HIGH SPEED COOLER OPERATION, YOU WILL NEED ONE UP -DUX® VENT
FOR EACH 900 CFM OF COOLER'S RATED CAPACITY. AND, ALLOW 100 SQUARE INCHES OF
f
I ,
:'� a
�ERE-0,2#91C�Q v iu fiion
Amincm. NeCond 9�+darda ktsaAdo
Service*, Inc. "` e4 wlu
5360 WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601.2299
vat ry A subsidiary corpicradan of theinternational. 1. C011f@t2nCe Of Building Officials
EVALUATION REPORT
ER -4202
Copyright 0 200 ICSO Evaluation Servim, ins
Reissued June f, 2000
Fling Category: ROOF COVERING AND ROOF DECK CONSiRUC11O"9011 +Covering %W?
CLAY ROOF TILES
2.2.4 Conaria Tapered Mission: The tileconsistrs of a pan
MARUNACHI CERAMICS OF AMERICA, INC.
and cover unit measuring 81/2 Inches (216 mm) at the nose
and 6 incites (1S2 mm) at the head of each die. The ties are
loss SAMPSON AVENUE
CORONA, CALIFORNIA 91719
19 inches (463 mm) long and approximately 1/2 inch (127
mm) thick. The tiles weigh approximately 10.7 pounds per
1.0 SUBJECT
square foot (522 k9/m2) installedwith a 3 -inch (76 mm) head-
One-piece Minion, 10.4nch Straight Barrel Mission, 84nch
Straight Segel Mission, Corona Tapered Mission. Classic Ta-
lap and 124mh (305 mm) center -to -center side spacing of
pan units. One nail hole.is provided atthe top of each tile. See
pared Mission, Roman Tile, MF10e Interlocking Flat Tile, Its•
Figure 1.
provedS and Oriental Clay Roof Tiles.
2.2.8 Ctasale TSpered Mission: The tie consists of a pan
and cover unit measuring 71/4 taches (184 mm) at the nose
2.g DESCRO TION
and 6114 inches (159 mm) atthe head of the tile. The tiles are
2.1 * G,eneral. •
19 inches (483 mm) long and approximately 112 inch (12.7
mm) telco. The tiles weigh approximately 10(7 pounds per
The roof tries are machine-formed,from natural day sand fired
installed with a 3-+nch (78 -
headof
and
to various degrees to obtain the required strength• The tiles
10 nch 254kg/M
lap cent spa
ms th atop side spacing
t 0-ne
have anatural, glazed or spray -flash finish. Ti a surface atthe
ovided'at e
units.One nail hole is provided at the top of each tile: See
pa it ho
glazed ties is furnished with an acrylic gUn a prior to vbitica-
Fiiggurre
tion. Theapray-flash consists ora sprayed -on mixture of man-
geese oxide, frit and other nature! clay materials, which is
2.2.8 Roman Tllei The Raman tiles are pan -shaped files, l9
atthe tiles such as
then baked on the surface fife. Accessory
inches (483 mm) long and 12 inches (305 mmj wide with a
! 24nch-deep (51 mm) lip ateach side. Each tie is /2 inch (12.7
ridge, gable, hip, birdstop and turret tiles are also available.
mm) thick at the edge. increasing to 3/4 inch (19.1 mm) thick
See Figure 4.
atthe.center, and there are two nail holes at the top of the tile.
2,2 Matetfals:
Weight is approximately. 10.4 pounds per square foot (50.8
_
r2 yOtie�pie Mission Tiles: The�`Onetace .Mon
$shaped,=19' inches rrim) long 141/a ir�he9
k9/m2) with rite tiles Installed with a 3 -Inch (78 mm! headlap
and 18 -inch+ (406 mm) center-to-certter side spacing, and us -
jtiles'ate 1483
'(36a nen) wide 8rid an average af?/z inch°(12 7 him) tMck:
Ing 8 -inch Straight Barrel Mission top pan titer as cover tiles.
The'.tiles. wkeigh.appioxi- Oy 7.8 pounds perasquare toot'.,
See Pgum 1.
H38.0;ktVlinstafled with 'a 34kh!(76 mm) headcap and
�.7 #API08 Interlocking Flat Tile. The tiles are inter-
23/4-;neh (70 mm) sidelap The Ales liavetwanatl holes in tth9
kicking flat rites that are 13.59 inches (345 rrtrrt) lona, 13.70
Qan d-one_nail.hole in 114 'cover, side. See' Figure t
inches (348 mm) wide and 1.47 inches (37 mm) thick. The
2.2.2 f p -inch Straight �onsi Mission:The 10-uni
dies weigh 8.9 pounds per square foot (43.5 k�/m2) when
installed a 21/4 -inch (57 mm) head lap and a 1 18 -inch (41
Straight Barrel Mission lite c of a pan ri and cover unitt.
The tiles are 19 inches (483 mm�} long, 10 inches (254 mm))
mm) side lap. Two nail holes are provided at the top of each
wide, and have a thickness of /2 Inch (12.7 mm) at the center
tile. See •lri re 1.
tapering to /18 Inch (11,1 mm) at the sides. The tiles wed
.2.2.8 improved -S: Improved -S is a Spanish -style interlock -
approximately 10.2 pounds per square fact (49,8 kg/mnj
Ing tile, 123/8 inches (314 mm) long and 129/8 inches•(314
thicimess of s/8 inch
Installed with a 34neh (76 mm) headlap and 131/2 -inch (343
mm) center-to-centbr side spadng of pan units. One nail hole
mm) wide, and having an approximate
(15.9 min). The thea weigh 10.8 pounds per square -foot (5Z7
is provided ad the top of each Ula. See' Rtgure 1.
k9/m2) installedwtth aZinch (51 mm) headlap, Two nail holes
21.3 84neh Straight Barrel MisMan: The e -inch Straight
are provided in the pan porton of the the andtwo lugs are pro -
vided on the back. Sae Figure 1. The minimum roof slope for
Barrel Mission the consists of a pan and cover unit. The tries
a 19 inches (483 mm) long, 8 inches (203 mm) wide and
rs
Improved -8 tiles is 4;12 (33.3.percent),
approximately 1/2 inch (12.7 mm) thick. The trieswar h
2.2.9 Orienhl Tile: Oriental tiles are 12 inches (305 mm)
atel
approximy 10.7 pounds per square foot (52.2 kg
long and 12 inches (305 mm) wide, and have an approximate
installed with a3 -inch (76 mm) headlap and 11 Anch (279 mm)
thickness of s/a inch (19.1 mm). The tiles weigh 8.4 pounds
center-tp-Conger side spacing of pan units. One nail hole is
per square fact (41.0kg/m2)instaltedwith a23184nch(60mm)
provided at the top of each tile. See Figure 1.
headcap. A nail hole is provided In the pahi portion and two lugs
Lr�L+or�Anpor oilCBOEaalt�attonSesviu,lean,arrisraedantetvtop" 4or�toClsaAM*fidersof1CBD,udfidngrkeeodeapmnwhichAeiesart
Ribmad�vd�aMonropevrsos�AotrObtCDlbrJr+mdaar�tuaarANAgoaAtkez�Yor�ryafkM'a�natspati%rCtl-1lyQtdAartBenfrtQOfBr+A�eAterrtPW/e�r'
dartmn for arra of da d A*ce m
This rrparrltbateda/aAIndepaedentfascarodwriechnie IdatasebepYredbyWappimmt.nwICBGEvAlmumnSOMC•,IAa,MckwcQrstRffMaeMRfMM1rhe
re�nayl>s.Ad/erdllerdato, bat doesnet poasdereeY faclftksto,mak.aas ardepsradetttrerri�oA. Tkntttsno war*entybylC.gOBrm/aotlonServlce,lAr., rapiers
erimpGed.'armany "FiadiAq"orother.mami,in the mpoeearastoaeypoductcovemd by the mpan. ThisdUchdaminel4des, btuisimrUmdtedia,mmhAuabilfty.
page 1 of 6
9/1 'd `Z16,3'ON ;909 '3£C-606
3111 coos 01) dJW WNIO l i 1002 '8Z' Baa
Page 2 of e . ,ER -4202
are provided on the back. See Figure 1. The minimum roof
slopd for the Orierttal ole is 4:12 (33.3 percent).
2.3 Installation: t
2.3.1 General: Installation shall be in accordance with this
report and Table 1 S-0-2 of the code for the Improved -8 and
Oriental tiles, and Table 15-0-1 of the code forthe One Place
Mission, 104nch Straight Barrel Mission. 84ch Straight Bar-
ns Mission, Corona Tapered Mission, Classic Tapered Mis-
sion and Roman files. The MFioe Interlocking mat the is
installed in accordance with this report and Table 15-0-1 of
the code, except as notedin Section 2.3.5.1 ofthis report. The
deck surfaces must be clean and dry prior to installation of un-
dertayment. Foreign particles must be cleaned from all inter-
locking areas to unsure proper sealing and to prevent water
damming. Cracked or broken tiles must -be replaced. Where
mortar is used, it must comply as a Type 0 mortar under
Chapter 21 of the code. Tiles in contact with mortar roust be
immersed in waterfor at least two minutes prior to placement.
The Improved -S and Oriental ties on roof slopes less than
4:12 (33.3 percent) are considered decorative material and
must beapplied on solid sheathing overa complying roofcov-
ering subject to approval by the building official. For the Ro-
man, 84neh Straight Barrel Mission, CoronaTapered Mission
and •MF1000 Interlocking tiles intoned an roof slopes ex-,
ceeding so degrees from the horttontai, the 60010m edge of
each tie must be secured with an approved dip or nail in addi-
tion to the fasteners required by U80 Tables,l5-0-1 and
15-0-2
2.3.2 Sheathing: Sheathing must be structurally adequate
to support the loads Involved. It must be nominal 1/2 -inch or
thicker solid sheathing installed in accordancewith the code.
Fascia boards or cant strips must be installed to property ele-
vate the first lite course.
2.3.3 un"Mayment: A minimum of one layer ofType 30 as-
phalt;saturated organfcfett, lapped 2Inches (51 mm) hortzon-
tally and 6 Inches (1 S2 mm) vertically, must be used in 811 ap-
plications. in areas subject to Ice buildup, kstallation must
comply with Tables 15-0-1 and 15-0-2 of the Uniform BuBcEng
Code..
2.3.4 Battens: Battens shall be nit less then 1 -by -2 nominal
lumber, spaced as required, and nailed with corrosion{esist-
ant 8d nails at 24 inches (610 mm) on center, modmum. The
end joins should be separated t inch (25 mm) every 4 feet
(1219 mm) to provide for drainage. NNmum 1/4 -Inch -thick
(13.4 mm) spacers, cut from asphalt shingles placed betwaen
the baflens and the decking and spaced 8t 24 inches (610
mm) an center, may be used in lieu of providing the 14ftch (25
mm) space between the battens.
2,3-5 Tile Fastening: Tiles must be fastened in accordance
with UBC Tables i S-0-1 and 15-0-2. Fasteners are minimum
No. 11 gage, 11/1041nch-diameter-head (7.9 mint), corrosion -re-
sistant nails having sufficient length to penetrate the sheath-
ing or battens 0 least s/4 inch (19.1 mm) or to extend through
the sheathing, whichever is less. In Hsu of nails, an approved
life tie system may be used.
In areas designated by the building ofilc* as being subject
to repeatedwind velocities in excess of 80 miles per hour (129
kmM), or where the roof height exceeds 40 feet (12 192 mm)
above grade, tike attachment must Comply Y40 Footnote 2 in
Table 15-0.2 of the code for the interlocking tiles, or Table
15-0-1 for the other tiles.
MF108 Interloddng Flat tie shall be fastened with a mini-
mum of one nail per tile and installed ata minimum roof slope
of 4:12 (33.3%). 1 , .
2.3.6 Flashing:
2.3.8.1 Valley Flashing: The roatvalleyflashing shall benot
less than 0.016 -inch (No. 28 galvanized sheet gage) (0.41
mm) corrasion -resistant metal, which shall extend at least 11
inches (279 mm) from the center One each way and which
shall have a spiash.diverter rib not less than 1 inch (25 runt)
high at the.ltow line formed as part of the flashing. Sections
of flashing shall have an end -lap of not leas than 4 inches (102
mm). For roof slopes of 3:12 (25 percent). and over, the metal
valley flashing ".have a 36 -inch -wide (914 mmi underlay -
merit directly under it, consisting of one iayw of Type 30 felt
running the full length ofthe valley, in 8ddhtonto the underlay -
merit specified in Tables 15-0-1 and. 15-0-2_ .
In severe climates, the metal valley flashing underlayment
shall be solidly cemented td the' roofing undedayment for
slopes under 7:12 (56.3 percent).
2.3.89 Other Flashing: Atthe juncture of the root and vert -
cal surfaces, flashing and eounterffashing shall be provided
per roc rig manufacturer's instructions, and when the flash-
ing and counterflashing are of metal. they shall be not lass
than 0.019 -inch (No. 26 galvanized sheet gage) (0.48 mm) .
corrosion -resistant metal.
2.3.7 HIM Ridges and Rakes: Hip and ridge dies are
Installed with ridge boards, Each ridge and hip tate is nailed
with a No. 11 gage, corrosion -resistant nal driven into the
ridge and hip framing members. Type M or 0 cement mortar,
comptying.whin Chapter 21 of the code, shall be provided at
all ridges dnd hips to completely'seai the area underthe ridge
and hip tiles; or follow the manufacturer's approved hip and
ridge instuctionefor closure. Each rake Ole -shall be nailed to
the supporting member with a minimum of two corrosion -re-
sistant, minlmum No. 11 gage, 5/1s -Inch -head (7.9 mm) nails.
The nails must be long enough to penetrate the supporting
member a minimum of 3/4 inch (t 9.1 mm). Approved mastic,
sealant or wind locks should be used under the butt end of
ties to Inhibit wind damage.
2.4 Roofing Clowif eadon;
When installed In accordance with this report, the roof 11109
described In this report are Class A roof coverings 1n accor-
dance with Section 1604.2 of the code and are noncombus-
tible roof coverings In accordance with Section 1504.1 of the
code.
2.5 identification: ,,
A tag containing the menuf eturer's name (Maruhaclri Ce.
ramics of America, Inc.), the evaluation report number (ICB0
ES ER -4202) and the installed weight is attached to each
Shipping panet
3,0 k'VlfasKE suemrrm
Reports of test conducted in accordance with the ICB0 ES
Acceptance Criteria for Special Roofing Systems (AC07),
dated April 1999, and descriptive information.
4.0 FINDINGS ,
That#* stay roofing tiles described in this report Comply
with the I"? UnNialm Bulking Code", subject to the fol-
lowing conditions:
4.1 The tiles are MAnufa0turod, Identified and Insmiled
in compliance with this report and the manufactur-
er's instr Cions.
4.2 The tiles are manufactured In Corona, California,
with the eoteeptton of the ltnprovpd-S and Oriental
tiles which are manufactured in Honda City, Alcttl,
Japan, and the MF108 Interlocking flat tile, which
' is manufactured In Mandan -Cho, Japan.
This report Is subject to re-wornination in two years.
Zy09 9£t 6i)6 3111 SOON Adl� d�W W�Z0:II i011G �Z Sao
r
i!.
9i;
'd
21613
ON
E
2.3.8.1 Valley Flashing: The roatvalleyflashing shall benot
less than 0.016 -inch (No. 28 galvanized sheet gage) (0.41
mm) corrasion -resistant metal, which shall extend at least 11
inches (279 mm) from the center One each way and which
shall have a spiash.diverter rib not less than 1 inch (25 runt)
high at the.ltow line formed as part of the flashing. Sections
of flashing shall have an end -lap of not leas than 4 inches (102
mm). For roof slopes of 3:12 (25 percent). and over, the metal
valley flashing ".have a 36 -inch -wide (914 mmi underlay -
merit directly under it, consisting of one iayw of Type 30 felt
running the full length ofthe valley, in 8ddhtonto the underlay -
merit specified in Tables 15-0-1 and. 15-0-2_ .
In severe climates, the metal valley flashing underlayment
shall be solidly cemented td the' roofing undedayment for
slopes under 7:12 (56.3 percent).
2.3.89 Other Flashing: Atthe juncture of the root and vert -
cal surfaces, flashing and eounterffashing shall be provided
per roc rig manufacturer's instructions, and when the flash-
ing and counterflashing are of metal. they shall be not lass
than 0.019 -inch (No. 26 galvanized sheet gage) (0.48 mm) .
corrosion -resistant metal.
2.3.7 HIM Ridges and Rakes: Hip and ridge dies are
Installed with ridge boards, Each ridge and hip tate is nailed
with a No. 11 gage, corrosion -resistant nal driven into the
ridge and hip framing members. Type M or 0 cement mortar,
comptying.whin Chapter 21 of the code, shall be provided at
all ridges dnd hips to completely'seai the area underthe ridge
and hip tiles; or follow the manufacturer's approved hip and
ridge instuctionefor closure. Each rake Ole -shall be nailed to
the supporting member with a minimum of two corrosion -re-
sistant, minlmum No. 11 gage, 5/1s -Inch -head (7.9 mm) nails.
The nails must be long enough to penetrate the supporting
member a minimum of 3/4 inch (t 9.1 mm). Approved mastic,
sealant or wind locks should be used under the butt end of
ties to Inhibit wind damage.
2.4 Roofing Clowif eadon;
When installed In accordance with this report, the roof 11109
described In this report are Class A roof coverings 1n accor-
dance with Section 1604.2 of the code and are noncombus-
tible roof coverings In accordance with Section 1504.1 of the
code.
2.5 identification: ,,
A tag containing the menuf eturer's name (Maruhaclri Ce.
ramics of America, Inc.), the evaluation report number (ICB0
ES ER -4202) and the installed weight is attached to each
Shipping panet
3,0 k'VlfasKE suemrrm
Reports of test conducted in accordance with the ICB0 ES
Acceptance Criteria for Special Roofing Systems (AC07),
dated April 1999, and descriptive information.
4.0 FINDINGS ,
That#* stay roofing tiles described in this report Comply
with the I"? UnNialm Bulking Code", subject to the fol-
lowing conditions:
4.1 The tiles are MAnufa0turod, Identified and Insmiled
in compliance with this report and the manufactur-
er's instr Cions.
4.2 The tiles are manufactured In Corona, California,
with the eoteeptton of the ltnprovpd-S and Oriental
tiles which are manufactured in Honda City, Alcttl,
Japan, and the MF108 Interlocking flat tile, which
' is manufactured In Mandan -Cho, Japan.
This report Is subject to re-wornination in two years.
Zy09 9£t 6i)6 3111 SOON Adl� d�W W�Z0:II i011G �Z Sao
r
Page 3 of 6 ER -4202
ONE FiECE MMI0N
10' SYAMEW MISSION
Br STpAf6lfi BARF&L MI9SI0M
o e
e
I e
c
�.-•Id-�
Imo/--�� '
its
3 1/3'
9 wr
kCOMNA TAPM AtWM
70
GASSIC TAPERED MISSION
o as
AOMAN TIU
L
Aw r .
, V4
�-Its--�
•r
r
t
r
MF10e NTEFMOCK NO FLATTL.E
0A WAL TILE
P9 PM
+t' a/s
it
t
x7o •ay0
T
t a/r
�Y
rJ
For SI: 1 iaeh =15.4 mm.
RGLME 1—TLE PROFILES
0
9i8 'd Z16,8'ON :909 9£L -6C6 3111 dOO� Adl� VA WNEO iI IpOZ '2 '090
Page 4 of B
:i�rwtans :s.rA>_��
a
EA -4202
YId
li$ WD�$iRIrl
OR E�RCSTfJP
SM.
OR E♦Mour
wom1w
OR EElmsSOP
GiE fu sAa[ (�
w1E1F (U CAW (R)
arc {iD cm
.
ONE PIECE MISSION
STRAIGHT BARREL MISSION
TAPERED MISSION
(10" AND 8- MISSION)
(CORONA'AND CLASSIC)
w
auu(LI
NR�[EO�ERlrYR[+Rt99N- ME0El4AR0[N
CApdi 4RD
sarEEEr AwOtA
16' 91E[Mi'
CPOIi{A[4
R�ttM
.
Ir GEOIdB< mmvs IE
RSA 1EiR
tr Gm —1 Itr
rAr w
CLN
3 U UAW OW
�,•a
on llzr "Iff 9w it,
ROMAN PAN WITH 8*'
iorrrr,.
STRAIGHT MISSION
MFIGS FLAT
MMUMNGTILE
f i AIu m
IMPROVED -S
Por,Sl: 1 inch. 25.4 mw
9/tr 'd Z163'0N
E
ORIENTAL TILE
DETAIL DRAWINGS
RASM DHTAA AT t+LL
R.+ SM OETAtL AT WAUI
MURE 2—TYPICAL INSTALLATION DETAILS
;909 HL -606 3111 3004 nYlD VOW NVG:l i WE
�� was swwr.nw
am �Wft
FELT UNDERLAYMENT PLUMP -G. VENT FLASHING
u
Neo•mn
MF
WrAWM
EAVE STUCCO FASCIA
«mwff .
s9an�mm stt+�
SKYLIGHT DETAIL
-��1e
omm _ �wA~
���,oypa��esi
�eII1 RIDGE A HDP END BOOR
A�emmsa - rp .
EAVE-GUTTER/W000 FASCIA
COUNT
o�oM�
�. rr
rasssrwr ,.'
CHMNEY FLAWNG
CONCEALED GUTTER
SECT. AT VALLEY
TILE RIDGE. SINGLE SLOPE
CHIMNEY FLASHING;
d
AR
WALL FLASHING
For 31: 1 inch = 25.4 mm.
FIGURE 2---�7'YPtCAL INSTALLATION DETAILS--(ConUnutd)
M 'd Z 163' ON 7909 9ELI-606 3111 d00d AVL) UN WH90: 11 AN
JE -4202
Page 5 of s
�
UA
mo�w
�� was swwr.nw
am �Wft
FELT UNDERLAYMENT PLUMP -G. VENT FLASHING
u
Neo•mn
MF
WrAWM
EAVE STUCCO FASCIA
«mwff .
s9an�mm stt+�
SKYLIGHT DETAIL
-��1e
omm _ �wA~
���,oypa��esi
�eII1 RIDGE A HDP END BOOR
A�emmsa - rp .
EAVE-GUTTER/W000 FASCIA
COUNT
o�oM�
�. rr
rasssrwr ,.'
CHMNEY FLAWNG
CONCEALED GUTTER
SECT. AT VALLEY
TILE RIDGE. SINGLE SLOPE
CHIMNEY FLASHING;
d
AR
WALL FLASHING
For 31: 1 inch = 25.4 mm.
FIGURE 2---�7'YPtCAL INSTALLATION DETAILS--(ConUnutd)
M 'd Z 163' ON 7909 9ELI-606 3111 d00d AVL) UN WH90: 11 AN
HURRICANE CLIPS WIND LOCKS
moms&
HURRICANE SPIKE
wwe tAa
r.rRaig" e
mtOeCx� ♦ n•
For S1= 1 inch ■ 25.4 mm.
FIGURE 9—.ADD1710NAL. TILE FASTENERS
'TURRET DETAIL
MEww
rdeaa,
0
. ilrre
km
Wind
Lock
Cid[ KvA
. ORIENTAL TILE ACCESSORIES
For Sl 1 inch = 25.4 mm.
9i9 'd .Z16131ON
00
We
FIGURE 4 --ACCESSORY TILE
''309 M-606 3111 300 AVID VON NY90: l 1 100. �8 l iq
MICHAEL SWARTZ, Architect
PMB #14
81-106 Highway 111, Suite 4H
Indio, CA 92201
Telephone (760) 342-7867
Fax (760) 342-7867
December 28, 2001
Mr. Gary Showalter
City of LaQuinta
Building & Safety Department
78-495 Calle Tampico
LaQuinta, CA 92253
Dear Gary,
I have received Spates Fabricators' truss calculations dated October 26, 2001 for
the Hendel residence and have found them compatible with the drawings being submitted
for building permit..
Sincerely,
Michael Swartz
u