07-2736 (SFD)P.O. 'BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
9
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011.
INSPECTIONS. (760) 777-7153
Date: , 2/27/08
Application Number: 07-00002736 Owner:
Property Address: 80075 VIA PESSARO PRESTWICK DEV
APN: 772-550-023- - - P O BOX 980
Application description: DWELLING - SINGLE FAMILY DETACHED LA QUINTA, CA 92253 D Q
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 485198
Contractor.
FEB. -2 7 2008
Applicant: Architect or Engineer: SUNROSE CORPORATION �'�®�
73091 COUNTRY CLUB DR #A -81 FINANCE GE NTA
.IIA PALM DESERT, CA 92260
}.fin Iv IrX`
(760)773r6633
n �,V Lic. No.: 533670
---------------------------------------------------------------------------------------------------
v ^� LICENSED CONTRACTOR'S DECLARATION • WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with - I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business' and Professionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: B License No.: 533670 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Datz—Zi— Contractor: - _-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,
OWNER -BUILDER DECLARATION insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 1890453-2008
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California,
permit to -file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section'
License Law (Chapter9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Cade, I.shall fort th comply -with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by -
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date;, Applicant:' .
1—) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and — I
the structure is not intended or offered for sale (Sec: 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If,'however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors'. State License Law does not apply to an owner of - conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, -each person at whose request and for
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_) Iam exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being .
'7 performed under or following issuance of this permit.
.Date: Owner: 2. .Any permit issued os o 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
CONSTRUCTION LENDING AGENCY permit to cancellation.
I hereby affirm under,penalty of perjury that there is a construction lending. agency for the performance of the I certify that I have read this application and state that the above information is correct. 1 agree to comply with all
work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction �d hereby authorize representatives -
of this county to enter upon the above-mentioned property for inspecti ufposes. -
Lender's Name:
Datel �% Signature (Applicant or Agen
Lender's Address: .. _ _ _, _ _ _ _
LQPERAITT -
Application- Number .
. . 07-0.0002736-
------ -Structure Information 5735 SF 2 STORY DWELLING
-----
Other st•ruct info . .
. . .. CODE EDITION 01BMP04E05EN
## BEDROOMS
4.00
FIRE'SPRINKLERS NO
GARAGE SQ FTG
692.00.
PATIO SQ FTG
620.00
'NUMBER OF UNITS,-
1.00
.1ST FLOOR SQUARE FOOTAGE
4337..00
2ND FLOOR SQUARE FOOTAGE
1398.00
Permit . . ..
BUILDING PERMIT
Additional desc
5735 SF 2 STORY SFD
Permit'Fee
.1990:50 Plan Check Fee
1293.83
Issue Date . . .
Valuation
485198
Expiration Date
8/23/08
Qty Unit Charge
Per
Extension
-
BASE FEE
639.50
386.00 3.5000
THOU BLDG 100,001-500,000
1351.00
Permit, c.
ELEC-NEW RESIDENTIAL
Additional desc .
Permit Fee . .
256.97 Plan Check -Fee
6.4.24
Issue Date . . .
Valuation
0
Expiration Date
8/23/.08
• Qty Unit Charge
Per
Extension
BASE FEE
15.00 -
5735.00 .035.0
ELEC NEW RES - 1 OR 2 FAMILY
200.73
1312.00 ..0200
ELEC GARAGE.OR NON_RESIDENTIAL
26.24 ,
1.00 15.0000
EA... .ELEC TEMPORARY POWER POLE
15.00
Permit . . .
PERMIT
.GRADING
Additional desc
Permit Fee . .
15.00 Plan Check Fee
.00
Issue Date . . . .
Valuation . . .
0
Expiration Date
8/23/08
Qty Unit Charge
Per
Extension
BASE FEE
15.00
Permit
MECHANICAL
-
'. Additional desc
LQPERAHT -
-
-
Application Number ,.07-00002736
Permit . . MECHANICAL
Permit Fee .158.00 Plan Check Fee
39.50
Issue Date Valuation
0 ,
Expiration Date 8/23/08
Qty 'Unit Charge Per
Extension
BASE FEE
15.00
- 5.00 9.0000 EA MECH-FURNACE 2=100K
45.00
•4.00 9.0000 -.EA MECH B/C <=3HP/100K BTU
36.00
' 1.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU
.16.'50
6.00 6.5000.EA MECH VENT'FAN
39.00
1.00 6.5000 EA MECH EXHAUST HOOD
6-.50
Permit• PLUMBING.
Additional desc
Permit Fee : 210..75 Plan Check ,Fee
52.69_
'Issue Date Valuation . . .
0
Expiration.Date, 8/23/08
Qty Unit ;Charge Per
Extension
BASE FEE
15.00
23.00 6.0000 EA PLB FIXTURE
138.00
1.00 15.0000 EA PLB BUILDING SEWER
15:00
1.'00 7.5000 EA PLB WATER
7.50
.HEATER/VENT
1,00 3..0000 EA PLB WATER INST/ALT/REP
3.00
1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM
9:00
1.00 3.0000 EA PLB GAS PIPE 1-4'OUTLETS
3.00 -
7:00' .7500 EA PLB GAS PIPE >=5
5.25
1.00 15.0000 EA PLB GAS METER.
15.00
---------------------------------------------------
Special Notes and Comments
5735 SF 2 .STORY SFD. R-3 OCC. TYPE V=N.
CONSTR. 1 GUEST CASITA. 2001 CBC,CMC,
CPC,2004 CEC, 2005 ENERGY CODES.
-----------------------------------------------------------
Other Fees . . . . . . . ART IN PUBLIC PLACES -RES
712.99
DIF COMMUNITY CENTERS -RES
74.00
DIF CIVIC CENTER - RES
995.00
ENERGY REVIEW FEE
129.38 .
DIF FIRE"PROTECTION-RES
140..00
DIF LIBRARIES -'RES.
-355.00
DIF -PARK MAINT FAC - RES
22.00
DIF PARKS/REC - RES
892.00
STRONG MOTION (SMI) - RES
48.51
DIF STREET MAINT FAC -RES
67:00
DIF TRANSPORTATION - RES
1930.00
Fee summary Charged Paid Credited -Due
LQPERAIIT._
..
Application Number
07-0'0002736
Permit Fee Total
-------
26.31..22
--------------------
00
00
---- - - - - - -
2631.22
Plan Check Total
1450.26
750.00
.0.0
700.26
Other Fee Total
5365.88
:00
00.
5365.88
Grand. Total
9447.36
750.00
.00
8697.36
LQPERA11T -
. '
P.O. BOX 1504 APPLICATION ONLY '
Buildingr` 78-495 CALLE TAMPICO
Address // ���� LA QUINTA, CALIFORNIA 92253
Owner /7 A A 1_,V _
p BUILDING: TYPE CONST. OCC. GRP.
Mailing
Address V A.P. Number
City Zip Tel. Legal Description
a I F
o tractor/ Project Description
Address
4 4 y 3 a
State Lic. Ci y
& Classif. Lic. #
Designer
Address Tel.
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a
permit to construct, alter, 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
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars ($500).
❑ I, as owner of the property, or my employees with wages as their sole compensation, will do
the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes-
sions 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 or im-
provement 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).
❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct
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 am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKER'S COMPENSATION DECLARATION
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
❑ Copy is filed with the city. 0 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 the work for which this permit is issued, I shall not
employ any person in any manner so as to become subject to Workers' Compensation Laws of
California.
Date Owner
NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work
for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
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 of this city to enter the above-mentioned
property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
WHITE = BUILDING DEPARTMENT
Sq. Ft. No. Il
Size &RCI Stories
NewK Add ❑ Alter ❑
No. Dw.
Repair ❑ Demolition ❑
Estimated Vall ation
PERMIT �'� — 7 AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL
REMARKS
ZONE:
Minimum Setback
Rear
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
YELLOW = APPLICANT PINK = FINANCE
Coachella Valley Unified School District '
'This Box Eor.Dlstnct Use Only
83-733 Avenue 55,,z Thermal, CA 92274 DEVELOPER FEES PAID
(760) 398-5909 Fax (760) 398-1224
AREA
.AMOl1NT
LEVEL ONE AMOUNT:
LEVEL TWO. AMOUNT:
MITIGATION AMOUNT:
COMMAND. AMOUNT:
DATE: +
RECEIPT:
CHECKM
INITIALS:
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Project Name: Residence _is -at The Hideaway Date: February 27; 2008
. Owner's Name: AlbertSmall Phone No.
Project Address: 80-075 Via Pessaro La Quinta, CAa
Project Description: 1 SFD
APN:' 777-210-023 Tract #: Lot #'s:
= Type of Development: Residential - !XX Commercial Industrial
Total Square Feet of Building Area: 5,735 sq. ft. ,
Certification' of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under
penalty of perjury and further represents that.he/she is authorized to sign on behalf of the owner/developer.
Dated: February 27, 2008 Signature:
SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN
ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) .
Education Code Gov. Code Project Agreement Existing Not Subject to Fee
17620 65995. Approval Prior to 1/1%87 Requirement
�Note'�
Number of Sq.Ft. 5,735
Amount per Sq.Ft. $3.48
Amount Collected $19,957.80
Building Permit Application Completed: Yes/No
By: Carey M. Carlson, Asst. Supt.,`Business Services
Certificate issued by: Elvira Mattson; Secretary III Signature:
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES
Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the
project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 907day period to protest the imposition of these
Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to
advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other
requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this "
time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of
Compliance is valid for thirty (30) days from the date_ of issuance. Extension will be granted only for good cause, as determined by the School District, and up
to three (3) such extensions may be granted.. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject
of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance.
MV:c/mydocs/devfees/certificate of compliance form tablesTO USE.doc 1/16/03 T
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Building & Safety. Department
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This Certificate is issued pursuant to the requirements of Section 109 of the California Building
Code, certifying that, at
the time of issuance, this structure was in compliance with the
building
provisions of the Building Code and the various ordinances of the City regulating
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construction and/or use.
J
4
BUILDING ADDRESS: 80-075 VIA PESSARO
Use classification: SINGLE FAMILY
DWELLING Building Permit No.: 07-2736
Occupancy Group: R-3
Type of Construction: V -N Land Use Zone: RL
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Owner of Building: PRESTWICK DEV Address: P.O. BOX 980
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City, ST, ZIP: LA QUINTA, CA 92253
By: STEVE TRAXEL
Date: NOVEMBER 25, 2008
Building Official
POST IN A CONSPICUOUS PLACE
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4
ICC Evaluation Service, Inc. BusinesslRegional Office m 5360 workman Mill Road, Whittier, California 90601 ■ (562) 69940543
Regional Office ■ 900 Montclair Road, Suite q Birmingham, Alabama 35213 in (205) 599.9800
www.icc-es.org Regional Office ■ 4051 West Rossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305
Legacy report on the 1997 Uniform Building Code m, the 1997 ICBO Uniform Mechanical Code, the 2000
International Mechanical Code®, the 2000 International Residential Code®, and the 2000 International Fuel
Gas Code®
DIVISION: 10—SPECIALITIES
Section: 10305—Manufactured Fireplaces
ISOKERN FIREPLACE AND CHIMNEY SYSTEMS
EARTHCORE INDUSTRIES, INC.
8917 WESTERN WAY, SUITE 120
JACKSONVILLE, FLORIDA 32256
1.0 SUBJECT
ISOKERN Models 36 -Inch, 42 -Inch and 48 -Inch Fireplace and
Chimney Systems; ISOKERN Fireplace with Fire -Lite
Application; Models M3600, M4200 and M4800 Unvented
Gas Appliance Enclosures; and Models M3600, M4200 and
M4800 Vented Gas Appliance Enclosures.
2.0 DESCRIPTION
2.1 Models 36 -Inch, 42 -Inch and 48 -Inch Solid -fuel -
burning Fireplaces:
2.1.1 General: Isokern fireplace and chimney systems are
modular refractory masonry units designed forfield assembly.
The units consist of interlocking precast parts that are fitted
together in the field using a premixed mortar called Isokern
mortar, supplied with the units, to form a wood -burning
fireplace and chimney system. The parts are manufactured
using a proprietary mixture of volcanic pumice aggregate and
aluminate cement. The firebox, smoke dome and chimney
outercasing are manufactured with medium -density material,
and the flue liner with high-density material. High-
temperature refractory.bricks, a minimum of 1 inch (25.4 mm)
thick, are provided to line the interior of the firebox. The
firebox is available in sizes noted in Table 1. See Figure 1 for
further details.
2.1.2 Installation: A noncombustible foundation, adequate
to support all required loads, is necessary and must be
approved by the building official. Units are assembled on the
foundation by installing the base hearth plate, firebox wall
sections, damper assembly and smoke dome. Isokern mortar
is mixed with water until smooth and without dry spots, and is
then poured into the supplied Isokern application bag and
applied to one adjoining component face of each joint. A'/;
inch -wide (6.4 mm) line of mortar is applied 1/2 inch (12.7 mm)
from all edges of the face with two longitudinal lines between.
Mortar must be exposed at the joints when components are
joined and excess must be troweled off. Coverage rate is 4
pounds per 10 square feet (1.95 kg/m2) of area, and setting
time is 20 minutes. Pot life of the mortar is 4 hours. The
firebox hearth, side walls and back wall are then lined with
approved refractory bricks using a refractory mortar and grout
recommended by Earthcore Industries, Inc.
The chimney system is supported from the top of the smoke
dome on a steel -reinforced top plate. It is assembled starting
with a 6 -inch -high (152 mm) liner that offsets the joints in the
octagonal inner liner from those in the square outer chimney.
casing. Tongue -and -groove construction of the chimney
components simplifies installation. The mortar mix is applied
in all joints as previously described. The outer chimney
blocks have provisions for installation of reinforcing bars. In
Seismic Zones 0 and 1, chimneys may include offsets with a
maximum of six offset blocks. The offset blocks are supplied
by Earthcore Industries and are illustrated in Figure 1. The
fourth and sixth offset blocks shall be supported by a concrete
block support wall. Where required by the building official,
details of support wall construction must be provided.
In Seismic Zones 2, 3 and 4 [under the 1997 Uniform
Building CodeTm (UBC)], Seismic Design Category D [under
the 2000 International Building CodeP (IBC)] or Seismic
Design Categories D, or D2 [under the 2000 International,
Residential CodeP (IRC)], the chimney is reinforced with
grouted vertical and horizontal reinforcement in accordance
with Section 3102.4.3 of the UBC, Sections 2111.3.1 and
2111.3.2 of the IBC or Section R1003.3 of the IRC.
Chimneys are connected to each roof, floor and ceiling with
two 3/1, -inch -thick -by -1 -inch-wide (4.8 mm by 25.4 mm) steel
straps or Simpson MST 60 straps with two'/2 inch -diameter
(12.7 mm) bolts. Strap installation must comply with Section
3102.4.3 of the UBC, Section 2111.4.1 of the IBC or Section
R1003.4.1 of the IRC.
The portion of the chimney exposed to the exterior must be
covered with material such as exterior plaster or brick veneer.
Brick veneer is anchored to the chimney in accordance with
Section 1403.6 of the UBC, Section 1405.5 of the IBC or
Section R703.7 of the IRC. Exterior plaster and its application
shall comply with the applicable code. Terminations must
comply with Section 708 and Table 31-B of the UBC, Sections
716 and 2113.9 of the IBC and Sections R602.8, R1001.6
and R1001.16 of the IRC. Where required, an approved .
spark arrester complying with Section 3102.3.8 of the UBC is
used.
For installations with vertical chimneys, the fireplace and
chimney are installed with zero clearance to combustibles.
ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as
an endorsement of the subject of rhe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to Y
any Ending or other matter in this report, oras to any product covered by the repot.
Copyright C 2003
Page 1 of 5
rj
Page 2 of 5 ER -5017
When offset blocks are used, the system is installed with V/2 -
inch
/2inch (38 mm) clearance to combustibles on the sides and
back of the firebox and smoke chamber, and with zero
clearance to combustibles on the top and bottom; the
chimney is installed at zero clearance to combustibles.
Minimum clearances from the fireplace opening to side
walls and ceilings are 24 inches (610 mm) and 61 inches
(1549 mm), respectively. Sheathing and trim must be kept at
least 8 inches (203 mm) from the fireplace opening on the
sides. Framing and sheathing must be at least 8 inches (203
mm) above the opening. Mantles must be at least 12 inches
(305 mm) above the opening. A noncombustible hearth
extension is necessary and must extend a minimum of 20
inches (508 mm) in front and 12 inches (305 mm) beyond
each side of the fireplace opening. The fireplace is installed
without doors.
2.2 Fire -Lite System:
The Fire -Lite system consists of a Model 36 -Inch, 42 -Inch or
48 -Inch firebox, described in Section 2.1, and a factory -built
chimney. All conditions of installation noted in Section 2.1
apply, except as noted in Sections 2.2.1 and 2.2.2.
2.2.1 Chimney: A listed and labeled factory -built chimney
is used with the Models 36-Irich, 42 -Inch and 48 -Inch
fireplaces under the following conditions:
1. The chimney is listed by an approved agency as tested to
UL 103 or ULC S629 for continuous use at 1000°F
(537'C) and intermittent use at 1700°F (927°C).
2. The chimney is solid -pack insulation, a combination of
insulation and air space, or non -insulated, completely
thermal siphoning, double-wall air-cooled.
3. Listed chimney liners conforming with the 1700°F (927°C)
requirements of UL 1777, or ULC S635, or ULC S640 may
be used.
4. Chimneys and chimney liners must be installed in
accordance with the manufacturer's installation
instructions and under the terms of their listing for use
with open-faced, masonry fireplaces.
5. A minimum 2 -inch (51 mm) clearance to combustible
construction and 3 -inch (76 mm) clearance to insulation
is maintained.
2.2.2 Fireplace Support: The fireplaces maybe installed on
a combustible floor under the following conditions:
1. Floor framing is designed in accordance with the
applicable code for the dead loads applied by the
fireplace. A K,, factor equal to 1.5, in accordance with
Section 3.5.2 of the NDS*, is applied when calculating
deflections.
2. The firebox is set on a raised noncombustible platform.
The sidewalls and rear wall of the firebox are supported
on 8 -inch (203 mm) hollow blocks complying with ASTM
C 90, arranged with the 8 -by -8 -by -8 or 8 -by -8 -by -16
blocks turned sideways so the side holes are facing from
side to side. The front edges of the firebox are supported
by 8 -by -8 -by -8 or 8 -by -8 -by -16 or 8 -by -8 U -blocks placed
vertically. See Figure 1 for block arrangement.
Alternatively, the firebox is supported on a fabricated
metal platform made of No. 14 gage by 8 -inch (203 mm)
metal joists at 12 inches (305 mm) on center and secured
to the plywood subfloor. The metal joists must have a 3 -
inch -diameter (72 mm) hole centered in each cavity and
a minimum 1 -inch (25.4 mm) clearance between the metal
platform and combustible materials at the sides and rear
of the platform. See Figure 1.
3. Ventilation is provided to the area in the raised plafform
under the firebox to prevent the buildup of heat within the
cavity.
4. The exposed combustible floor directly beneath the
firebox is covered with 1 -inch -thick (25.4 mm) ceramic
fiber insulation board having a minimum thermal
resistance (R -value) of 2.0 hr-ft2-`F/Btu (0.35 *Km 2/W).
5. Minimum clearance to sidewalls is 24 inches (610 mm).
6. Framing and sheathing is a minimum of 12 inches (305
mm) above the firebox opening.
2.3 Models M3600, M4200 and M4800 Unvented Gas
Appliance Enclosures:
The system described in this section is recognized for use
under the 2000 International Fuel Gas Code`s (IFGC) and the
IRC. The system described in this section is not permitted in
jurisdictions enforcing the 1997 ICBO Uniform Mechanical
Code (ICBO UMC).
The enclosure consists of materials similartothose used for
the ISOKERN wood -burning fireplaces. The enclosure is
recognized for use with unvented decorative gas logs listed
and labeled as complying with both ANSI Z21.11.2 and ANSI
Z21.11.60, and having a maximum heat input of 40,000 Btu/h
(11 700 W). The gas logs must be factory -equipped with a
listed oxygen -depletion safety shutoff system (ODS) and must
comply with IFGC Section 620.6. The enclosure must be
installed only within a room that has a primary source of heat,
and use of the units is prohibited in locations defined in IRC
Section G2406.2 and IFGC Section 303.3. Combustion air
must be provided in accordance with IRC Section M1702 and
IFGC Section 620.5. The room in which the units are
installed must have a free-air volume equal to or greater than
50 cubic feet per 1000 Btu/h (4.8 m3/kW) of the aggregate
input rating of all appliances within the room. Glass doors
may not be used with these units.
The base, sides, rear and top of the firebox consist of
preformed refractory components which interlock together to
form the enclosure. Assembly of the firebox is as described
in Section 2.1.2 of this report, except that a'/, -inch -wide (12.7
mm) .mortar line is used; and V/4 -inch -thick (31.7 mm)
(minimum) refractory bricks are used to line the hearth, side
walls and back wall. The unit must be anchored in
accordance with IRC Section M1307.2 and IFGC Section
301.12. The firebox is illustrated and dimensions are noted
in Figure 2. The firebox may be installed on combustible
construction, when installed as described in Section 2.2.2,
and at zero clearance to combustible construction on sides,
back and top. Minimum clearances are 15'/2 inches (394
mm) to side walls, 42 inches (1067 mm) to ceilings and 12
inches (305 mm) to combustible mantles.
2.4 Model M3600, M4200 and M4800 Vented Gas
Appliance Enclosures:
2.4.1 General: The system is as described in Section 2.3,
except the system is permitted under the ICBO UMC, the gas
logs must comply with ANSI Z 21.60 and the chimney system
is as described in Section 2.4.2.
2.4.2 Chimney System: The chimney system consists of a
minimum 6 -inch -diameter, Type B vent complying with
Chapter 8 of the ICBO UMC or the IMC or Chapter 5 of the
*NDS refers to the revised edition of, and the supplement to, the National Design Specification for Wood Construction. The NDS -97 is adopted
by reference in Section 2306 of the IBC and Section R502.2 of the IRC, and the NDS -91 is adopted.by reference in Division III, Part I, Chapter
23, of the UBC.
Page 3 of 5 ER -5017
IFGC. A 6 -inch -diameter (152 mm) hole is cut into the top
plate of the enclosure, centered from each edge. The
ISOKERN Anchor Plate/Draft Hood component is placed over
the hole in a bed of ISOKERN mortar. The Anchor Plate/Draft
Hood component is then secured to the top plate using
masonry screws. The Type B vent must be connected to the
Anchor Plate/Draft Hood component and installed in
accordance with the vent manufacturer's instructions.
2.5 Identification:
All fireplace units bear a permanent label, attached in a
conspicuous location, with the Earthcore Industries, Inc.,
name and address, the model number, the serial number, the
clearance to combustibles, the details on hearth extension
and chimney, the evaluation report number (ER -5017), the
name and/or logo of the inspection agency (Intertek Testing
Services NA Inc.), and a statement that installation must be
in accordance with the manufacturer's instructions and this
evaluation report and that the local building official must be
contacted prior to installation.
3.0 EVIDENCE SUBMITTED
4.2 Installation is by installers approved by Earthcore
Industries, Inc.
4.3 Combustion air is provided as specified in Chapter
7 of the ICBO UMC or the IMC for solid -fuel -burning
units, and as specified in Section M1702 of the IRC
and. Section 620.5 of the IFGC for unvented and
vented gas appliance enclosures.
4.4 In seismic zones requiring reinforcement and
seismic anchorage, details and calculations must be
provided to the building official.
4.5
4.6
Data in accordance with the ICC -ES Interim Criteria for Solid -
fuel -burning Heating Appliances (AC06), dated April 1989;
reports of tests in accordance with UL Standards 103, 127
and 1777; data in accordance with the ICC -ES Interim Criteria
for Unvented Decorative Gas Logs and Fireplaces (AC103),
dated May 1995; installation instructions and a quality control
manual. 4.7
4.0 FINDINGS
That the Models 36 -Inch, 42 -Inch and 48 -Inch Solid -fuel -
burning Fireplace and Chimney Systems described in this
report comply with the 1997• Uniform Building Coder'"
(UBC), the 1997 ICBO Uniform Mechanical Code m (ICBG
UMC), the 2000 International Mechanical Code's (IMC), and
the 2000 International Residential CodeP (IRC); and that
the Models M3600, M4200 and M4800 unvented and
vented gas appliance enclosures described in this report
comply with the IRC and the 2000 International Fuel Gas
Code® (IFGC), subject to the following conditions:
4.1 The units are fabricated, identified and installed in
accordance with this report and the manufacturer's
instructions.
Floor framing is designed in accordance with
Section 2.2.2 of this report for installations of the
Fire -Lite system and the M3600, M4200 and M4800
enclosures, if a noncombustible foundation is not
provided. Calculations shall be provided to the
building official.
Chimney termination of the Model 36 -Inch, 42 -Inch
and 48 -Inch units shall comply with the
manufacturer's instructions and Sections 3102.3,
3102.4, 3102.5 and 3102.7 of the UBC, and Sections
2111, 2113 and 2801 of the IBC, and Section R1001.6
of the IRC. The factory -built chimney must terminate
in compliance with the manufacturer's instructions
and Section 3102.5 and 3102.6 of the UBC; Chapter
28 of the IBC; or Section R1002.1 of the IRC.
Chimney termination of Model M3600, M4200 and
M4800 vented enclosures must comply with the
listing of the Type B vent.
4.8 Unvented gas appliance enclosures and solid -fuel -
burning fireplaces with unvented gas logs are
permanently installed only within a room that has a
primary source of heat. Use in bathrooms and
sleeping rooms is prohibited. Use of unvented gas
appliances is prohibited under the UMC.
4.9 Fireplace and chimney products are manufactured
at the ISOKERN A/S facility located at KD -7470,
Karup, Denmark, under a quality control program
with inspections by Intertek Testing Services (AA-
647). -
This report is subject to re=examination.in one year.
TABLE 1—ISOKERN FIREPLACE DIMENSIONS
MODEL
OVERALL SIZE
(inches)
FIREBOX
OPENING SIZE
(inches)
Width x Height
HEARTH
EXTENSION
SIZE
(inches)
Width x Depth
CHIMNEY
SIZE—I.D.
(inches)
INSTALLED
HEIGHT—FIREPLACE AND
CHIMNEY (feet)
Width Depth Height
Minimum Maximum
48 -Inch
53 25'/4 71
47 x 32
73 x 20
12
11 82
42 -Inch
49 251/4 79
42 x 32
69 x 20
12
11 82
36 -Inch
43 25'/ 71
37 x 32
63 x 20
12
11 82
M3600
43 25'/ 38
37 x 32
N/A
6'
See note 2 See note 2
M4200
48 25'/4 38
42 x 32
N/A
6'
See note 2 See note 2
M4800
53 25'/4 38
47 x 32
N/A
6'
1 See note 2 See note 2
r
• For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
'Chimney size applicable when system is installed with Type B vents in accordance with Section 2.4. A chimney is not required.when installation
is in accordance with Section 2.3.
2Vent height shall be within the limits in Tables C8 -A and C8-13 of the ICBG UMC, or Table 504:2(1), (2) or (3) of the IFGC, or Table G2427.2 (1),
(2) or (3) of the IRC.
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SPECIFICATIONS
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TYPE GUNITE SIZE 361-611
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HORIZATION I.-;
SALES FIELD �� TILE ��
,
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PRE—PEBBLE —I I 11 DRAINAGE NOTE, Drainage and irrigation for planters and pots, *1 I
. ___ 11 i - others, unless otherwise noted. __ I I I
I
y . Page 4 of 5
ER -5017
FRONT VIEW SIDE VIEW `
OHIMNEY
UTER CAS/NG
P
AG
FIREBOX
q• TOPVIEW
TOP P1ATE �I O O ,
4' WALL 12" I.O.
C THICKNESS E FLUE
O O •
THROAT
DAMPER10
t
OPENING
SIDEWALL� B HEIGHT 32
4h"
LLI \L
17ypNnl FIn6Red Opnbip HAp6t 30.1 IT *.I FInb6.d Drpth 19'1 .
FIREBOX DIMENSIONS ,
WEIG3ir
FIREPLACE SIZE
A '>, B.:
C
D
E
F
G
I
MINIMUM FRAMINGFlREBOX
CHONHEY
36'
43 35
36
21'h
25'/.
19
21 V,
34
44W X 73H X 300
1300 LBSOILIER
JHI
42'
48 35
42
21 'h
25'/.
19
21 'h
39
SOW X 80H X 26hD
1700 IES
CASING
85M
46'36
21 'h
25 'h
19
329.
44
54W X 73H X 26'hD
1700 LBS
LEVER
45 LBS
:• Page 5 of 5
}
ER -5017
UNVENTED GAS LOG ENCLOSURE "B" VENT APPLICATION OPTION
FIGURE 2 -MODELS M3600, M4200 AND M4800 GAS LOG ENCLOSURES
Description
Robinson Rock is natural quarried stone with typical physical properties as indicated in table 1..
Thin rock varies in average thickness from 3/4" to 1 1/4". The maximum product weight is less
than 15 psf.
Applications
Robinson thin rock is applicable for installations to wood stud frame, metal stud frame,'.
concrete masonry, and poured concrete construction. For all applications type S mortar
conforming to ASTM C270 is recommended. In hot weather, type,N,may be used for better
workability. Thin rock units should not be installed when ambient temperatures are below 40°F
unless cold weather.masonry construction requirements per ACI 530-05 Section 1.8C are
followed.
Wood or Metal Frame Applications t
Installation shall include a water -resistive vapor -permeable barrier with a performance at least
equivalent to two (2) layers of grade D paper. Corrosion resistant metal lath and corrosion
resistant lath attachments shall be installed in accordance with ASTM C1063 every 6" on
center. Metal lath shall conform to ASTM Specification for Metal Lath C 847. Apply a 3/8" to 1/2"
thick scratch coat to metal lath. Use .a'/4" notched trowel and leave all notches horizontal.
Allow scratch coat to cure a minimum of 24 hours. Set thin rock units in a %" to 3/4" thick
setting bed applied over scratch coat. The entire back surface of the rock must be covered
with. mortar. Total mortar thickness behind thin rock units shall not exceed 1 1/4'. Allow the ,
rock to set for 24 hours before grouting. Use a grout mixture that is the same mortar type and
tool when thumbprint hard.
Masonry Applications -
Thin rock may be installed directly to new concrete masonryunits (CMU) or concrete surfaces..
No metal lath or water -resistive barrier is required with these applications. Previously exposed
surfaces that have been stained, sealed, painted, or treated should be sand blasted to insure
proper mortar bond. Thin rock units shall be set in a'/2" to 3/4" setting bed of type.S mortar.. To
set thin rock units fully butter the back side and set in place. Allow the rock to set for 24 hours
before grouting. Use a grout mixture that is the same mortar type and tool when thumbprint
• . hard. ,
Tech—Bulletin _Thin Rock Code Compliance.doc
09/14/07
Workmanship
It is essential that all voids are eliminated. The back of every rock must be completely
embedded in mortar. Joints must be full and well tooled. Dry stack patterns are NOT
recommended in climates with numerous freeze -thaw cycles without ensuring the dry voids are
also,full of mortar.
Estimating
Robinson thin rock is packaged in two container sizes with coverage as follows:
Package Size Flat Units Corner Units
Large 100 sq. ft. 100 linear ft.
(approx. 75 sq. ft.)
Small 5 sq. ft. 5 linear ft.
(approx. 3. 3/4 sq. ft.)
Quantities based on 1/2" mortar joint, add 30% for dry stacking applications. Adjust quantities
for corner unit coverage as indicated above.
Cleaning
In general thin rock units should be kept clean as work progresses. Mortar smears should be
removed by gentle dry brushing at the end of work periods. For general cleaning, bucket and
brush hand cleaning methods described in BIA Technical Note #20, with non -acidic detergent
cleaners is recommended. Pressure wash cleaning methods should not be used.
Tech Bulletin—Thin Rock Code Compliance.doc
09/14/07
I
Table 1
Physical Properties
Color
Mineralogy
Absorption
Density
(cu. ft.)
Compressive
Strength Dry
Perpendicular (psi)
Freeze/Thaw
Adirondack
Sandstone
2.08%
153
13,000
Passed
Alpirsbach
Sandstone
1.31%
158
15,500
Passed
Arapaho
Sandstone
2.28%
153
15,900
Passed
Arrowhead
Sandstone
2.70%
155
17,660
Passed
Aspenbark
Sandstone
1.29% - 2.14%
148-155
5,700 — 8,200
Passed
Blackfield
Sandstone
2.61%
149
6,900
Passed
Blackhills
Sandstone
1.71%
149
16,300
Passed
Blueriver
Granite/Sandstone
0.19% - 2.43%
149-188
6,500 — 16,500
Passed
Cherokee
Sandstone
1.71%
151
16,300
Passed
Coalcreek
Sandstone
2.80%
161
13,340
Passed
Coppercliff
Sandstone
3.55%
148
9,500
Passed
Goldrush
Sandstone
1.03% - 3.55%
148-161
8,300 —16,800
Passed
Greycastle
Limestone
1.78%
159
10,600.
Passed
Indiansummer
Sandstone
2.28%
153
15,900
Passed
Kensington
Sandstone
2.70%
150
13,200
Passed
Mesaridge
Sandstone
2.00%
148
16,360
Passed
Oldmill
Sandstone
3.19%
149
12,800 (dry parallel)
Passed
Regatta
Quartzite
0.32%
160
12,100
Passed
Rosa
Sandstone
2.00%
148
16,360
Passed
Sanddune
Sandstone
2.70%
155
17,660
Passed
Seabed
Limestone
3.74%
142
7,400
Passed
Sierra
Sandstone
2.70%
155
17,660
Passed
Sunset
Sandstone
2.70%
1.55
17,660
Passed
Suttermill
Sandstone
1.03%
161
16,800
Passed
Trailhead
Sandstone
2.49%
152
8,300
Passed
Tuscany
Sandstone
3.40%
139
13,600
Passed
Venezia
Sandstone
3.40%
139
13,600
Passed
Westcliffe
Sandstone
1.03% - 3.55%
148-161
5,700 — 16,800
Passed
Wintersky
Limestone
1 5.10%
1 141
7,600
Passed
The products Sanddune, Mesaridge, Sunset, and Arrowhead are intended for interior applications. If used in exterior
applications, it is recommended that they not be dry -stacked. This product is made from.natural materials. Some
variation in color or texture may occur, and no warranties apply. Robinson Rock and all product color names listed are
trademarks of Robinson Brick Company. Material Safety Data Sheets are available on request.
Tech—Bulletin—Thin Rock Code Compliance.doc
09/14/07
A
°6O
14,
OPERATING VVT
Ito kg.
38HDR
018
, 5/5
15.86.
DIMENSIONS
/
UNIT MODELS
CHASSIS
mm
OPERATING VVT
Ito kg.
38HDR
018
, 5/5
15.86.
166
75.8
024 5/5 15.88 176
79.8
030 3/4 19.05 187
84.8
'
38HDR
Unit Size
SIZE
(Reference)
A
B
C
D
E
F
G
H
J
K
L
N
P
078-
0
2'-1'/5•
3'-01$/,8•
1'-29/,8•
1'-4°
1'-11r11a
1'-53/ia
1'-5'le•
1''10"
1'-1°,
0'-65/e•
0'-111/-
0'-215/1,
0,-6•
638.2
938.2
369.9
406.4
595.3
436.6
435
559.1
330.2
168.3
285.8
75
152.4
024 -
0.6
2-71/5•
3-015/15•
1 -29115•
1'.4'
1'-71'/,,
1'-53/15•
1'-11'15•
2-4'
1'-2°
0'-63/,-
0',115/5-
0-215/,e•.
0'-6•
(790.6
(938.2
369.9)
406.4
595.3
(436.6
587.4
(711.5
355.6)
171.5
295.3
5
152.4)
030, 036
1.0
3'-13/,8•
T-89/16'
p -611,c
11-6'/,8
2'-6'/Z•
1'-7518•
2'-53/Is•
2'-10'/,8•
1'-111/,6-
01-81/8-
11-31/8•
0'-31/�a
0'-6'/,
-.
(944:6
1131.9)
433.4
(466.3)
(774.7
498.5
(741
865.5)
(347.7
(206.4
403.2
(88)
165.4
048,060
1.6
3'-731,8.
g-gs•,e•
1'-$1/lc
1'-6'/18-
2'-61/8•
1'-75/8•
2'-1113'8•
%4- 1/,8'
1'-21/,
0'-81/,
1'-67/5•
0'-3'/s•
0'-6'/,
1097)
1131.9
433.4
(468.3)
774.7
498.5)
893.4
t017.9
(354.2)
(215.9) ,
(479.4
(88)
1 (165.4
UNIT SIZE
M
In.
mm
OPERATING VVT
Ito kg.
38HDR
018
, 5/5
15.86.
166
75.8
024 5/5 15.88 176
79.8
030 3/4 19.05 187
84.8
'
036
3/4
19.05
250
113.4
048
1/8
22.22
278
126.1
060 '/e 2222 .306
138.8
NOTE: Dimensions shown In feet -Inches. Dimensions In ( ) are millimeters:
UNIT SIZE
M
In.
mm
OPERATING VVT
Ito kg.
38HDR
018
, 5/5
15.86.
166
75.8
024 5/5 15.88 176
79.8
030 3/4 19.05 187
84.8
'
036
3/4
19.05
250
113.4
048
1/8
22.22
278
126.1
060 '/e 2222 .306
138.8
WIND BAFFLE ACCESSORY - - - - -
. z - -
-E 0'-7 1/2- MINIMUM MOUNTING PAD
_ 1(191) DIMENSIONS
DRAIN HOLES �- I P UNIT SIZE - Support Feet
(TYP) a I �N 0 -2 1/2-
(64) ft -in. mm
_ - - CHASSIS SIZES 0 &.6 1-11 x3-6 584.2 x 1066.8 '
�L� - -{� _ ={r- =•� - �' I '-¢ • CHASSIS SIZES 1 & 1.6 2-0 x4-2 609.6 x 1270
l ///��----------- I
"F" �f fes'} c�. �O'-4 3/16- NOTES:
D "�" I I 1 I I f� - \ (106) 1. Required clearances: with coil facing wall: allow 6 in. minimum clearance
I I 1 I JUNCTION Box on mil side and coil end, and 3 feet minimum clearance on compressor
_ I (I ` rt r j I I i,l���-��1 I I - (REF��) end and fan side. With fan facing wall, allow 8 in. minimum clearance on
I K ressor end
andfan coilside. and With multind 3 feet minimum -units application, arrangclearance
units so disc arg of One
Y
_ does not enter inlet otanother. --1
2. Dimensions in arenthesis are in millimeters.
' 0'-0 11/16 ^ - � -
v (le) 0'-6• ��2<_E�r _J_ - -.3. Center of Gravity
C152) <
' - TYP LLLIIII TOP V I EW
- - .FIELD POWER SUPPLY CONN. '
HOLD SIZES PROVIDED. '
• I•'------ �8 - 4 tl
/8 (22_.2) - 1/2•TRADE _
. -3/16 (27.8) - 3/4 -TRADE
-3/8"C34.5) - 1"TRADE
JUNCTION BOX FOR
POWER SUPPLY & 11
' - CONTROL CONNECTIONS
.1 1 1 (36
P
FIELD CONTNORESENTRY (381/27/8-(22.2)'HOLE W/GROMMET
A' 1 1 SERVICE PORTS(ADDITIONAL PORTS -G- H -M DIA VAPOR LINE CONN. PROVIDED INSIDE
FEMALE SWEAT CONN, COMPRESSOR ACCESS)3/8"�DIA.(9.53)
. R - I LIOU10 LINE � �- - •_ '
FEMALE SWEAT CONN.
' - - - (204.0) .
0'-4 1/2-
(114)
0 1 /.
(25) - -
ir - FRONT V[EW ` r RIGHT \j^3(9/t6 1 -4'
SIDE VEIW W I (406) .r.
TYP
c 4 •• r { SNOW S7AND ACCESSORY Y 1 '• V • 4
- - (FIELD PROVIDED AND INSTALLED)
ELECTRICAL DATA
38HDR
UNIT
SIZE `
--
V -PH -Hz
TO --
8/230-t-60
VOLTAGE RANGE*
r r
Min
I in
187
- -_ -
Max
253
i- COMPRESSOR_
-1 ---
RLA�LRA
9.0 48.0-j___0.80__-1,,-.0.125
°OUTDOOR
�'-`--�
. I RLA
--'-P
FAN
i NEC
I H
MOTOR
kW
I Out
0.09
MIN
CKT
AMPS
--
12.1
FUSE/
HACR BKR
AMPS
20
018;
024
208/230-1-60
I 208/230-1-60
_ 187
187
253
253
_12.8 1 _ 58.3
14.1 73.0
_ 0.80
1.45
0.125
0.25 •
0.09
0.19
16.8
19.1
25
30
030
51.7
208/230-1-60
187
253
14.1 77.0
1.45
0.25
0.19
19.1
30
036
208/230-3-60
187
253
9.0 71.0
1.45
0.25
0.19
12.7
20
_
63.0 �- 64.1
'460-3-60
414
506
5.6 38.0
10.80
0.25
0.19
7.8
15
048
208/230-1-60'
208/230-3-60
187
_1_87 -_
253_
.253
21._8_ 1_17.0
-
1.45_
0.25_
0.25
0.19
0.19 •
28.7 _
18.6
50
-_- 30 --
-
460-3-60
414
506
6.2 41.0
0.80
0.25
0.19
8.6
15
•
208/230-1-60
187
253
26.4 134.0
1.45
0.25
0.19
34.5
_
60
060
208/230-3-60
187
253
16.0 110.0
1.45
�
.0.19
21.5
35
** Permissible limits
460-3-60 414
of
506
7.8 52.0
0.80
_0.25
0.25
0.19
_
10.6
15
Unit Size
Standard
Typical.Octave Band Spectrum ( dBA) (without tone adjustment)
Rating
125
250
500
1000
2000 4000
8000
018
69
54.7
58.2 -
63.6
-- I--
64.2
--
_
I 61.8 56.6 45.4
+-- - -' -
•024
I 66.
51.7
56.0
58.9 __
59.0
--- -
� 59.2 �_ - 55.8
e oltage range at which the unit will operate satisfactorily
030
! 71
57.6
64.5
FLA - Full Load Amps
63.1_ 1 62.1_
-
54.9
036
72
61.0.
_61.0
60.3
HACR - Heating, Air Conditininng, Refrigeration
64.3
_
63.0 �- 64.1
56.7
048
71
61.1
LRA - Locked Rotor Amps
64.0
64.8
_
62.9 60.0
53.3
060
NEC - National Electrical Code
63.8
62.6 _
- 64.7
65.2
63.3 59.0
RLA - Rated Load Amps (compressor)
NOTE: Control circuit is 24-V on all units and requires external power source..
Copper wire must be used from service
disconnect
to unit.
All motors/compressors contain internal overload protection.
A -WEIGHTED SOUND LEVEL (dBA)
r
Unit Size
Standard
Typical.Octave Band Spectrum ( dBA) (without tone adjustment)
Rating
125
250
500
1000
2000 4000
8000
018
69
54.7
58.2 -
63.6
-- I--
64.2
--
_
I 61.8 56.6 45.4
+-- - -' -
•024
I 66.
51.7
56.0
58.9 __
59.0
--- -
� 59.2 �_ - 55.8
4.2
030
! 71
57.6
64.5
64.3
63.1_ 1 62.1_
-
54.9
036
72
61.0.
_61.0
60.3
_
_- 63.3
64.3
_
63.0 �- 64.1
56.7
048
71
61.1
61.6
64.0
64.8
_
62.9 60.0
53.3
060
- 72 -
63.8
62.6 _
- 64.7
65.2
63.3 59.0
51.3
WEER ASSOC_-/A TES
I've
620 CHELHAM WAY SANTA BARBARA CA- 93108 TEL - 805-969-1881 FAX 805-969-0425
ENERGY COMPLIANCE SUMMARY
(MICROPAS7 VERSION 7.3 COMPUTER METHOD)
SMALL RESIDENCE
80075 VIA PESSARO�
SLA QUINTA, CALIFORNIA
The following features were used to demonstrate compliance with California Energy Regulations. This
information is included in the plans and specifications submitted for building permit approval. Construction,
must be consistent with this information unless any changes have received prior approval from t e
building inspection agency
AREA OF BUILDING SUBJECT TO COMPLIANCE:
5735 SQUARE FEET GROSS CONDITIONED FLOOR AREA. OF �PF
$,S O
G0 o�N�
\0
CLIMATE CLIMATE ZONE. CLIMATE ZONE 15. gV� Ppp�s,�R�jG .y
MINIMUM BUILDING ENVELOPE INSULATION LEVELS: FORGO �
1. FRAME WALLS: MINIMUM R-19 (5.5") BATT INSULATION. 2
2. ROOF/CEILING: MINIMUM R-38 (11.0") BATT INSULATION. OP
3, REFLECTIVE RADIANT BARRIER ON UNDERSIDE OF ROOF SHEATH
GLAZING:
1. DOUBLE PANE WINDOWS & FIXED GLASS: 504.1 S.F., WOOD SASH, LOW -E COATINGS WITH U-VALUES'OF
0.40 OR LESS & SOLAR HEAT GAIN COEFFICIENT OF 0.40 OR LESS.
2. DOUBLE PANE SLIDING & FRENCH DOORS: 492 S.F., WOOD FRAME, LOW -E COATINGS WITH U -VALUES
OF 0.40 OR LESS & SOLAR HEAT GAIN COEFFICIENT• OF 0.40 OR LESS..
OVERHANGS & SHADING DEVICES:
1. 2.5 FT: AVERAGE EAVE OVERHANG AT SECOND FLOOR.
2. LOGGIAS, PERGOLA & 2ND FLOOR TERRACE SHADES WEST FACING SLIDING& FRENCH DOORS.
THERMAL MASS:
NONE CALCULATED FOR COMPLIANCE PURPOSES.
HVAC SYSTEM(S):
1. FIVE ZONED HVAC UNITS; SEE CERTIFICATE OF COMPLIANCE FOR EQUIPMENT RATINGS.
2. HVAC DUCTS TO BE INSULATED WITH R-8 DUCT INSULATION.
DOMESTIC WATER HEATING SYSTEM:
1. AMERICAN "POLARIS" CONDENSING WATER HEATER, 100 -GAL. GAS, 199,000 BTUH INPUT, 95% RECOVERY .
EFFICIENCY, OR APPROVED EQUAL.
2. RECIRCULATION LOOP WITH TIME/TEMPERATURE CONTROL. ALL HOT WATER LINES INSULATED
WITH R-4 PIPE INSULATION.
ALL MANDATORY FEATURES PER FORM MF -1R p ��
IV,
t�
CERTIFICATE OF•COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Paged
Project Title.......... SMALL RESIDENCE Date..12/10/07 10:56:04
Project Address........ 80075 VIA PESSARO *******
LA QUINTA CALIFORNIA *v7.30*
Documentation Author... David Inger ******* I Building Permit #
x•
Inger*Associates
620 Chelham Way Plan Check / Date
Santa Barbara; CA 93108
805-969-1881 'Field Check/ Date
Climate Zone........... 15
Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc.,
MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -FORM CF -1R
User#-MP1503 User-Inger Associates Run -COMPLIANCE
�I MICROPAS7 ENERGY USE SUMMARY II
Energy Use Standard Proposed Compliance
(kTDV/sf-yr) Design Design Margin II
Space Heating..........' 3.44 1.76 1.68 �� r
Space Cooling......... 68.22 69.50 -1.28
Water Heating..... ... 4.22 3:76 0.46 `
Total 75.88 75.02 .0.86
Building Complies with Computer Performance *** ��,• �.`
GENERAL INFORMATION
HERS Verification.......... Not Required
Conditioned Floor Area...:. 5735 of
Building Type .............. Single Family Detached .
Construction Type ......... New'.
Fuel Type ................. NaturalGas'
Building Front Orientation. Front Facing 75 deg (E)
Number of Dwelling Units—'. 1
Number of.Building Stories. 2 ,
Weather Data Type.......... FullYear
Floor Construction Type.... Slab On Grade.
Number of Building Zones... 1 '
Conditioned Volume... .... 57350 cf
Slab -On -Grade Area......... 437 of
Glazing Percentage......... 18 % of floor area
Average Glazing U -factor:.. 0.41 Btu/hr-sf-F
Average Glazing SHGC......: 0.4 ,.
Average Ceiling Height..... 10 ft
f
1
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-iR Page 2
Project Title.......... SMALL RESIDENCE Date..12/10/07 10:56:04
MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -FORM CF -1R
User#-MP1503 User -Inger Associates Run -COMPLIANCE
BUILDING ZONE
INFORMATION
Floor #
of -# of Cond-
Thermo- Vent Vent Verified
Area
Volume Dwell Peop-
it-
stat ` Height Area Leakage or
Zone Type
(sf)
(cf) Units,
le ioned
Type (ft) (sf), Housewrap
Residence
5735
'57350 1.00
4.0
Yes
Setback 8.0 Standard -No'
'
OPAQUE SURFACES
U-
Sheath-
Solar Appendix
'
Frame
Area fact-
Cavity ing
Act
Gains IV Location/
Surface
Type
(sf) or
R-val R-val
Azm-Tilt
Reference Comments
T
1
Wall
Wood
.1026 0.071.
19 0
75
90 Yes IV.9 A23
2
Wall
Wood
1188'0.071
19 0
165
90 Yes IV.9 A23
`.
3
Wall
Wood
692 0.071
19 0
255
90 Yes IV.9 A23
,
.4
Wall
Wood
1247 0.071
19 0
345
90'Yes IV.9 A23
r;
5
RoofRad,
Wood
4337 0.025
38 0
n/a
- 0 Yes IV.'l A18
7
Door
Other
9 0.500
0 0
345
90 Yes IV.5 A4
;
`
PERIMETER
LOSSES
r
Appendix
Length
F2•
Insul Solar.
IV Location/
Surface
'(ft)
Factor
R-val -Gains
Reference Comments
"-
6,S1abEdge
366
0.730.
R-0 No IV.26 Al
N
FENESTRATION
SURFACES
?
Exterior
Area U-.
Act
Shade
r Orientation
(sf) factor-SHGC Azm
Tilt
Type, Location/Comments
�.
1
Wind
Front (E)
24.0 0.400
0.400 75
90
Standard WDO.A/WOOD
SASH
-
2
Wind
Front (E)
24.0 0.400
0.400 75
90
Standard WDO.B/WOOD
SASH
3
Wind
Left
(S) -
25.0 0.400
0.400 165.
90
Standard WDO.0/WOOD
SASH,
4
Wind
Left
(S)
25.0 0.400
0.400-165
90
Standard WDO.D/WOOD
SASH
' 5
Wind
Front (E)
6,.0 0.400
0.400 '75'
90
Standard WDO.E/WOOD
SASH
6
Wind
Left
(S)
21.3 0.400
0.400 165
90
Standard WDO.F/WOOD
FRAME:
7
Wind
Back
(W)
6.0 0.400
0.400 255
90
Standard WDO.G/WOOD
SASH ,
8
Wind
Left
(S)
4.5 0.400
0.400 165
90
Standard WDO.H/WOOD
SASH
9.
Wind
Back
(W)
35.8 0.400
0.460 255
90
Standard WDO.I/WOOD
SASH :
`• '
10
Wind
Left
(S)
4.5 0.400-0.400
165
90
Standard WDO.J/WOOD
SASH
11
Wind
Back
(W)
8.0 0.400
0.400 255
.90
Standard WDO.K/WOOD
SASH
12
Wind
Left
(S)
10.0.0.400
0.400 165
'90
Standard WDO.L/WOOD
SASH
13
Wind
Right�(N)
40.0 0.400,
0.400 345
90
Standard WDO.M/WOOD
FRAME
14
Wind
Right (N)
40.0 0.400
0.400 345
90
Standard WDO.N/WOOD
FRAME
15
Wind
Right (N),
76.0.0.400
0.400345
90
Standard WDW.O/WOOD
FRAME
16
Wind.Left
(S)
24.5 0.400
0.400 165
90
Standard WDO.Q/WOOD
FRAME
17
Wind
Left
(S)
24.5 0.400
0.400 165
90.
Standard WDO.R/WOOD
FRAME
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3
n Project Title.......... SMALL RESIDENCE Date..12/10/07 10:56:04
MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -FORM CF-iR
User#-MP1503 User-Inger Associates Run -COMPLIANCE
FENESTRATION SURFACES
Exterior
Area U Act Shade
Orientation (sf) factor SHGC Azm Tilt Type Location/Comments
18 Wind Left (S) 24.5 0.400 0.400 165 90 Standard WDO.S/WOOD FRAME
19 Wind Left (S) 24.5 0.400 0.400 165 90 Standard WDO.T/WOOD FRAME
20 Wind Left (S) 26.1 0.400 0.400 165 90 Standard WDO.0/WOOD FRAME
21 Wind Left (S) 4.5 0.400 0.400 165 90 Standard WDO.V/WOOD SASH
22 Wind Left (S) 16.0 0.400 0:400 165 90 Standard WDO.W/WOOD SASH
23 Wind Back (W) 4.5 0.400 0.400 255. 90 Standard WDO.X/WOOD FRAME
24 Wind Back (W) 4.5'0.400 0.400 255 90 Standard WDO.Y/WOOD FRAME
25 Wind Back (W) 4.5 0.400 0.400 255 90 Standard WDO.Z/WOOD FRAME
26 Wind Right (N) 3.0 0.400 0.400 345 90 Standard WDO.AA/WOOD SASH
27 Door Front (E) 31.5 0.400 0.400 75 90 Standard DOOR.1/WOOD'FRAME '
28 Door Right. (N) 24.0 0.400 0.400345 90 Standard DOOR.3/WOOD•FRAME
29 Door Right (N) 24.0 0.400 0.400 345 90 Standard DOOR.4/WOOD FRAME
30 Door Back (W) 98.6 0.400 0.400 255 90 Standard DOOR.5/WOOD FRAME
31 Door Back (W) 126.0 0.400 0.400 255 90 Standard DOOR.6/WOOD FRAME
32 Door Back (W) 120.0 0.400 0.400 255 90 Standard DOOR.7/WOOD FRAME
33 Door Right (N) 10.0 0.990 0.740 345 90 Standard DOOR.8/GLASS LITE IN WOO
34 Door Back (W) 88.0 0.400 0.400 255 90. Standard DOOR.34/WOOD FRAME
OVERHANGS
Window- Overhang
Area Left Right
Surface (sf) Width Height Depth Height Extension Extension
1 Window 24.0 n/a 6.0 2.5 1.5 n/a n/a
2 Window. 24.0 n/a 6.0 2.5 1.5 n/a n/a
3 Window 25.0 n/a 6.0 2.5 1.5 n/a- n/a
4 Window 25.0 n/a 6.0 2.5 1.5 n/a n/a
5 Window 6.0 n/a 6.0 .2.5 1.5 n/a n/a
6 Window 21.3 n/a 6.0 2.5 1.5 n/a n/a
7 Window 6.0 n/a 6.0 2.5 1.5 n/a n/a
8 Window 4.5 n/a 6.0 2.5 1.5 n/a n/a
9 Window 35.8 n/a 8.0 2.5 1.5 n/a n/a
10 Window 4.5 .n/a 6.0 2.5 1.5 n/a n/a
it Window 8.0 n/a 6.0 2.5 1.5 n/a n/a
12 Window 10.0 n/a 6.0 2.5 1.5 n/a n/a
13 Window 40.0 n/a 8.0 2.5 1.5 n/a n/a
14 Window. 40.0 n/a 8.0 2.5 1.5- n/a n/a
15 Window 76.0 n/a 8.0 2.5 1.5 n/a n/a
16 Window 24.5 n/a 6.0 2.5 1.5 n/a n/a
17 Window 24.5 n/a 6.0 2.5 1.5 n/a n/a
18 Window 24.5 n/a 6.0 2.5 1.5 n/a n/a
19 Window 24.5 n/a 6.0 2.5 1.5 n/a n/a
20 Window 26.1 n/a 6.0 2.5 1.5 n/a n/a
21 Window 4.5 n/a 6.0 2.5 1.5 n/a n/a
22 Window 16.0 n/a 6.0 2.5 1.5 n/a n/a
23 Window 4.5 n/a 6.0 2.5 1.5 n/a n/a
24 Window 4.5 n/a 6.0 2.5 1.5 n/a n/a
25 Window 4.5 n/a 6.0 2.5 1.5 n/a n/a
r
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4.
Project Title..::...... SMALL RESIDENCE Date. .12/10/07 10:56:04
,MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -;FORM CF -1R
User#-MP1503 User-Inger Associates Run -COMPLIANCE
OVERHANGS
Window- Overhang
Area Left Right
Surface (sf) Width Height Depth Height Extension Extension
26 Window 3.0 n/a 6.0 2.5 1.5 n/a n/a
27 Door t. 31.5 n/a 8.0 2.5 .1.5 n/a n/a
28 Door 24.0 n/a 8.0 2.5 1.5 n/a n/a
29 Door 24.0. n/a 8.0 2.5. 1.5 n/a n/a
30 Door 98.6 n/a 8.0 10 0.1 n/a n/a '
31 Door 126.0 n/a 9.0 14.0 0..1 n/a n/a 'f
32 Door 120.0 n/a 10.0 17.0 0.1 n/a n/a
33 Door 10.0 n/a 6.0 2.5 1.5 n/a n/a
34. Door 88.0 n/a 7.0 5.5 0.1 • n/a• n/a
SLAB SURFACES
Area
Slab Type r (sf) ! +,
Standard Slab 437." ti
HVAC SYSTEMS r
Verified ,.
Verified Verified Verified Verified Maximum
System Minimum Refrig Charge Adequate Fan Watt Cooling ,
Type Efficiency EER or TXV Airflow Draw Capacity
Furnace, 0.940 AFUE n/a n/a n/a n/a n/a
ACSplit 13.50 SEER No No No No No
HVAC SIZING
Verified
' Total Sensible Design Maximum
Heating Cooling Cooling Cooling'
System Load Load Capacity Capacity E
Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr)
Furnace 101120 n/a, n/a n/a
ACSplit n/a 79101 98164 n/a
Sizing Location.. .:....... LA QUINTA
Winter Outside Design...... 26 F
Winter Inside Design....... 70 F
Summer Outside Design..:... 111 F `
Summer Inside Design....... 75.F
Summer Range ............... 34 F .
i
`y'r 4
CERTIFICATE OF COMPLIANCE:'RESIDENTIAL.COMPUTER METHOD CF-1R Page 5
Project Title.......... SMALL RESIDENCE Date..12/10/07 10:56:04
MICROPAS7 v7.30 File-SMALL Wth-CTZ15S05 Program-FORM CF-1R
User#-MP1503 User -Inger Associates Run-COMPLIANCE
DUCT SYSTEMS
Verified Verified Verified
System Duct Duct Duct Surface Buried
Type Location R-value Leakage Area Ducts
Furnace Attic R-8 No No No
ACSplit Attic R-8 No No No
WATER HEATING SYSTEMS
Number Tank External
Heater in Energy Size Insulation
Tank Type Type Distribution Type System Factor (gal). R-value
1 Large Gas Recirc/TimeTemp 1 n/a 100 R-n/a
WATER HEATING SYSTEMS DETAIL
Standby Internal Tank
Recovery Rated Loss Insulation Pilot
System Efficiency Input Fraction R-value. Light
1 Large 0.95 n/a 0.01 R- n/a 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.
This building incorporates a non -standard Water Heating System.. .
REMARKS
FAU-1 (MAIN LIVING AREA): CARRIER MV*100, GAS CONDENSING,
100,000 BTUH INPUT, 94,000 BTUH OUTPUT, 94% AFUE, OR EQUAL.
AHU-1 (MAIN LIVING AREA): CARRIER 38HDR060, OUTDOOR CONDENSER,
57,000 BTUH.OUTPUT, 13.5 SEER, OR EQUAL .
FAU-2 (MASTER BEDRM AREA): CARRIER 50MV*040, GAS CONDENSING,
40,000 BTUH INPUT, 38,000 BTUH OUTPUT, 94% AFUE,` OR EQUAL.
AHU-2 (MASTER BEDRM AREA): CARRIER 38HDR030, OUTDOOR CONDENSER,
29,006 BTUH OUTPUT, 13.5 SEER, OR EQUAL.
FAU-3 (BEDRMS 2 & 3): CARRIER 58MV*040, GAS CONDENSING,
40,000 BTUH INPUT, 38,000 BTUH OUTPUT, 94% AFUE, OR EQUAL.'
AHU-3 (BEDRMS 2 &'3): CARRIER 38HDR024, OUTDOOR CONDENSER,
23,000 BTUH OUTPUT, 13.5 SEER, OR EQUAL.
FAU-4 (2ND FLOOR): CARRIER 58MV*040, GAS CONDENSING,.
40,000 BTUH INPUT, 38,000 BTUH OUTPUT, 94% AFUE, OR EQUAL.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6
• t
Project Title.......... SMALL RESIDENCE Date..12/10/07 10:56:04
REMARKS '
AHU-4 (2ND FLOOR): CARRIER 38HDR036, OUTDOOR CONDENSER,
35,000 BTUH OUTPUT, 13.5 SEER, OR EQUAL.
AHU-5 (WINE RM): MITSUBISHI MSY/MVY-A15NA, SPLIT SYSTEM,
DUCTLESS, COOLING ONLY 15,000 BTUH OUTPUT, 15 SEER, OR EQUAL. r
ALL HVAC DUCTS TO BE INSULATED WITH R=8 DUCT INSULATION.
WATER HEATER: AMERICAN POLARIS PGC3-100-199, 100 -GAL.,
CONDENSING GAS, 95% RECOVERY EFFICENCY, OR EQUAL.
HOT WATER RECIRCULATION LOOP WITH TIME/TEMP CONTROLS..
ALL HOT WATER LINES INSULATED WITH R -4 -PIPE INSULATION.
COMPLIANCE STATEMENT
This certificate of compliance lists'the building features and performance,,_
r 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 r �'`�•1.
overall design responsibility.
DESIGNER or OWNER DOCUMENTATION AUTHOR'
Name.... BOB EASTON AIA Name.... David Inger
Company. BOB EASTON.AIA ARCHITECT* Company. Inger Associates
Address..148.6 EAST VALLEY ROAD Address. 620 Chelham Way
- r
MONTECITO CA'93108 Santa Barbara, 'CA 93108 "
Phone... 80�596�9�-Phone... 805-969-1881 '
License.. .. .
"Oxo�
-Signed.. 407igned.. 12/10/2007 ..
dat ) (date) ,
ENFORCEMENT AGENCY
Name..
Title...
Agency..
Phone...
Signed. r
HVAC SIZING HVAC Page 1
,Project Title.:........ SMALL RESIDENCE Date..09/03/07 10:58:11
Project Address........ 80075 VIA PESSARO *******
LA QUINTA CALIFORNIA *v7:30*
Documentation Author... David Inger *******
g Building Permit
Inger Associates
620 Chelham Way Plan Check / Date
Santa Barbara; 'CA 93108
805-969-1881 Field Check/ Date
Climate Zone........... 15
Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc.
MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -HVAC SIZING
User#-MP1503 User -Inger Associates Run -COMPLIANCE
GENERAL INFORMATION
Floor Area:.. ...... .. ....5735
sf
Volume............ .......
57350 c
Front Orientation..........
Front Facing
75 deg (E)
Sizing Location. ..........
LA QUINTA
Latitude ...................
33.8 degrees
Winter Outside Design.`.....
26 F.
Winter Inside'Design.......
70 F
Summer Outside Design......
111 F
Summer Inside Design.......
75 F
Summer Range ...............
34 F
Interior Shading Used......
Yes
Exterior Shading Used......
Yes
Overhang Shading Used .......
Yes
Latent Load.Fraction.......
.0.24
HEATING AND COOLING
LOAD. SUMMARY
Heating:
Cooling
Description
(Btu/hr)
-(Btu/hr)
Opaque Conduction and Solar:.:...
35622
14966
Glazing Conduction and Solar.....
18063
25632
Infiltration... ..............
. 30554
18707
Internal Gain ....................
n/a
2520
Ducts.. .........................
16423
15635
Sensible Load.. .................
1.00663
77459
Latent.Load.......................
n/a
18668
Minimum Total Load
100663
96127
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
factors when selecting the HVAC. equipment.
FORMATTED INPUT FORMAT Pagel
MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -FORMAT
Run -COMPLIANCE Project -SMALL RESIDENCE Date709/03/07
Input file 'SMALL' last edited on 09/03/07
BUILDING
RUN FEATURES
RUN.
1> RUN TITLE. (25 char). COMPLIANCE
2> PROJECT TITLE (25 char) ................. SMALL RESIDENCE
3> DOCUMENTATION AUTROR.(25 char) David Inger
BUILDING
4> TYPE (Single, SingleAttached, MultiFamily) .....:.Single
5> CONSTRUCTION (New, Existing+Add+Alter, etc) New
6> FRONT ORIENTATION (Compass deg or Cardinal) ..... 75
7> NUMBER,OF STORIES (1 or more) .................... 2
8> FUEL TYPE (NaturalGas, Propane) ................. NaturalGas
9> COMPLIANCE RUN (Compliance, Research, C -HERS) 'Compliance
SITE'AND WEATHER DATA
1> WEATHER.DATA TYPE (FullYear) .....::............. PullYear
2> CEC CLIMATE ZONE (01 thru 16) .......:............ 15
HVAC SIZING
1> SIZING LOCATION (25 char) ...................... LA QUINTA•.
CALCULATIONS AND REPORTS
CALCULATIONS
1> COMPUTER PERFORMANCE TYPE. (Both,Stand,Prop) ....... Both
2> COMPUTER PERFORMANCE CALCULATION (Yes, No) .... Yes
3> WATER HEATING CALCULATION (Yes, 'No) Yes
4>.HVAC 'SIZING CALCULATION (Yes, No) Yes
COMPLIANCE REPORTS
5> PRINT CF -1R REPORT (Yes, No) .......... Yes
6> PRINT MF-1R'REPORT (Yes, No, Name) .....:........ Yes
7> PRINT•WS-5R LIGHTING WORKSHEET (Yes, No,.Name•) No
9>.PRINT HVAC SIZING REPORT (Yes, No, Detailed) Yes .
OTHER
10> PRINT INPUT DATA (Yes, No,'Unformatted) Yes
'12> STANDARD DESIGN INPUT DATA (Save, NoSave) NoSave
ZONE
ZONES
#> NUMBER OF ZONES.(15 maximum) ........................ 1.
ZONE 'HOUSE'
1> ZONE NAME ....................................... HOUSE
2> CONDITIONED (Yes, No) ....: ................ Yes
3> ZONE TYPE ......... Residence
4> FLOOR AREA (sf) ................. :.............. 5735
FORMATTED INPUT
FORMAT Page 2
MICROPAS7 v.7.30 File -SMALL Wth-CTZ15S05 Program -FORMAT
Run -COMPLIANCE Project=SMALL RESIDENCE Date -09/03/07
5> VOLUME '(cuft) ................
57350"
6> NUMBER OF•DWELLING UNITS .. ................. .
1.0
CREDITS
7> HOUSEWRAP/VERIFIED AIR LEAKAGE (Yes,No,SLA)
No.
8> RADIANT BARRIER (Yes, No, CoolRoof). .............
Yes
9> VERIFIED INSULATION QUALITY '(Yes, No) ...........
No
HVAC•SYSTEM
10>'NUMBER OF SYSTEMS SERVING ZONE ...........:..:...
1
ll>.HEATING.SYSTEM NAME ...:.........................
FAU.94
12> COOLING SYSTEM NAME .: ....................
SEER.13.5
13> DUCT SYSTEM NAME ..............:..............
DUCTS.R.8
14> NATURAL VENTILATION SYSTEM NAME ....•............
TWO.STORY
.15> FAN VENTILATION SYSTEM NAME ......................
None
16> THERMOSTAT NAME ...........................
Setback
HVAC SIZING
17> NUMBER OF PEOPLE/UNIT (occupants/unit) .........
4.•
OPAQUE
OPAQUE SURFACES
#> NUMBER OF SURFACES -(100 maximum) .................
7
OPAQUE AREA SOLAR OPAQUE
ZONE OR
"SURFACE OR.' PLAN I GAINS CHARAC-
OPAQUE
LOCATION/
NAME LENGTH TILT AZIMUTH (Y/N) TERISTICS
NAME
COMMENTS
g
1>' E.WALL 1026 Vert 0 Yes WALL.R19
HOUSE
•2> S.WALL 1188 Vert 90 Yes WALL.R19
HOUSE
3> W.WALL 692 Vert 180 Yes WALL.R19
HOUSE
4>" N.WALL 1247 Vert 270 Yes WALL.R19
HOUSE
5> ROOF 4337 Horz n/a Yes ROOF.R38
HOUSE
6> SLAB 366 Horz n/a No SLAB.EDGE
HOUSE
7> N..GLSDR 9 Vert4 270 Yes DOOR
HOUSE
OPAQUE CHARACTERISTICS
#> NUMBER OF CHARACTERISTICS (50 maximum) ..........
4
. OPAQUE OPAQUE CAV- 'SHEATH- U -FAC APP
APPENDIX IV
CHARAC- SURFACE FRAME ITY ING. OR
IV
LOOKUP
TERISTIC TYPE TYPE R-VAL R-VAL F-VAL LOOKUP
NAME
1 2 —3— —4= —5= —6—
—7—
8
1> WALL.R19 Wall n/a n/a n/a n/a
Yes
W.19.2X6:24
2> ROOF.R3"8 Roof n/a n/a n/a n/a'
Yes
R.38.24
3.>. SLAB.EDGE SlabEdge n/a n/a n/a n/a
Yes
EDGE.EXT
4> DOOR Door n/a n/a n/a n/a
Yes
DOOR
' GLAZING
GLAZING SURFACES
#> NUMBER OF SURFACES (100 maximum) ................ 14
FORMATTED INPUT
FORMAT Paae 3
MICROPAS7. x7.30 File -SMALL. Wth-CTZ15S05 Program -.FORMAT.
Run -COMPLIANCE Project -SMALL RESIDENCE. Date -09/03/.07
5
1> DOUBLE Window 0.40 0.40 WOOD SASH
2> DBL.FRDR Door 0.40 0.40 WOOD FRAME.,
3> DBL.SLDR Door 0.40, 0.40 WOOD FRAME
4> DBL.FX Window 0.40 0.40 WOOD FRAME
5> GLS.IN.DR Door 0.99 0.74 GLASS LITE IN WOOD DR
OVERHANGS AND SIDE FINS
#>.NUMBER OF OVERHANGS .(50, maximum) ................ 6
.OVERHANG .,OVER OVER LEFT LEFT'.LEFT RGHT RGHT RGHT
SIDE FIN GLAZ GLAZ OVER OVER LEFT RGHT FIN FIN FIN FIN FIN FIN
NAME WDTH HGHT DPTH HGHT EXT EXT -EXT DPTH HGHT EXT DPTH HGHT
-1 -2- -3- -4= -5- -6- -7- -8- -9- -10- -11- -12-
1> OH.A n/a 6.0 2.5 1.5 n/a n•/a. n/a n/a n/a 'n/a n/a n/a
2> OH.B n/a 8.0 2:•5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a
3> LOGGIA.1 n/a 10.0 17.0 0.1 n/a n/a n/a n/a n/a n/a n/a n/a
4> LOGGIA.2 n/a 9.0 14.0 0.1 n/a n/a n/a n/a n/a n/a n/a n/a
5> PERGOLA n/a 8.0 10 0.1 n/a n/a n/a n/a n/a n/a n/a n/a
6>. TERRACE n/a 7.0 5.5 0.1 n/a n/a n/a n/a n/a n/a n/a n/a''
INTERIOR AND'EXTERIOR SHADING
#> NUMBER OF SHADES -(25 maximum) ............. 2
INT/EXT INTERIOR EXTERIOR ,
SHADE
GLAZING.
SHADE.
NAME
TYPE
GLAZING
OVERHANG
INT/EXT
ZONE OR
1> STANDARD
SURFACE
AREA
2> SHADESCRN
PLAN
CHARAC-
SIDE FIN
SHADE
OPAQUE.
NAME
(sf)
TILT
AZIMUTH
TERISTICS
NAME.
NAME
NAME
•
-1
-2-
-3-
=4-
5
-6-
-7-
7
1>
1>
•E.WDW
5.5
Vert
0
DOUBLE
OH:A
None
HOUSE
2>
S.WDWS
110.3
Vert
.90
DOUBLE"
OH.A
None
HOUSE
3>
W.WDWS
14.3
Vert
180
DOUBLE
OH.A
None
HOUSE
4>.
N.WDW
6
Vert
270
DOUBLE.
OH.A
None
HOUSE
5>
W.SLDR1
120
Vert
180
DBL.SLDR
LOGGIA.1
None
HOUSE -
6>
W.SLDR2
-126
Vert
180
DBL.SLDR
LOGGIA."2
None
HOUSE
7>
E.FXGLS "62
Vert
0"
DBL.FX
OH.A'
None
HOUSE
8>
S.FXGLS
•162
Vert
90
DBL.FX
OH.B
None
HOUSE
9>
N.FXGLS
144
Vert
270
DBL.FX
OH.B
None
HOUSE
10>
ENTRY. -DR
31.5
Vert
0
DBL.FRDR
OH.B
None
HOUSE
ll>
WFRDRSI
77
Vert
180"
DBL.FRDR
TERRACE
None
HOUSE
12>
WFRDRS2.-
96
Vert
180
DBL.FRDR
PERGOLA "
None
HOUSE
13>
N.FRDRS .42
Vert
270
DBL.FRDR
OH.B
None
HOUSE'
14>
N.GLSDR
12
Vert
270
GLS.IN.DR
OH.A
None
HOUSE
GLAZING
CHARACTERISTICS
#> NUMBER
OF CHARACTERISTICS
(100
maximum)
.GLAZING
GLAZING
CHARAC-"
SURFACE
U-
TERISTICS
TYPE
FACTOR
SHGC DESCRIPTION
1
-2
-3-
4
5
1> DOUBLE Window 0.40 0.40 WOOD SASH
2> DBL.FRDR Door 0.40 0.40 WOOD FRAME.,
3> DBL.SLDR Door 0.40, 0.40 WOOD FRAME
4> DBL.FX Window 0.40 0.40 WOOD FRAME
5> GLS.IN.DR Door 0.99 0.74 GLASS LITE IN WOOD DR
OVERHANGS AND SIDE FINS
#>.NUMBER OF OVERHANGS .(50, maximum) ................ 6
.OVERHANG .,OVER OVER LEFT LEFT'.LEFT RGHT RGHT RGHT
SIDE FIN GLAZ GLAZ OVER OVER LEFT RGHT FIN FIN FIN FIN FIN FIN
NAME WDTH HGHT DPTH HGHT EXT EXT -EXT DPTH HGHT EXT DPTH HGHT
-1 -2- -3- -4= -5- -6- -7- -8- -9- -10- -11- -12-
1> OH.A n/a 6.0 2.5 1.5 n/a n•/a. n/a n/a n/a 'n/a n/a n/a
2> OH.B n/a 8.0 2:•5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a
3> LOGGIA.1 n/a 10.0 17.0 0.1 n/a n/a n/a n/a n/a n/a n/a n/a
4> LOGGIA.2 n/a 9.0 14.0 0.1 n/a n/a n/a n/a n/a n/a n/a n/a
5> PERGOLA n/a 8.0 10 0.1 n/a n/a n/a n/a n/a n/a n/a n/a
6>. TERRACE n/a 7.0 5.5 0.1 n/a n/a n/a n/a n/a n/a n/a n/a''
INTERIOR AND'EXTERIOR SHADING
#> NUMBER OF SHADES -(25 maximum) ............. 2
INT/EXT INTERIOR EXTERIOR ,
SHADE
SHADE
SHADE.
NAME
TYPE
TYPE
1
2
3
1> STANDARD
Standard
Standard
2> SHADESCRN
Standard
Woven
FORMATTED INPUT M . FnRnnnm o= .o n
MICROPAS7'v7.30 File -SMALL Wth-CTZ15S05 Program -FORMAT ,
Run -COMPLIANCE Project -SMALL RESIDENCE Date-09/03/07.-
MASS-
MASS
ate-09/03/07"
MASS.MASS
SURFACES
#> NUMBER OF SURFACES (5 0' maximum) ....`..............
1
F
MASS MASS
SURFACE AREA CHARAC-
ZONE
NAME (Sf) TERISTICS
NAME
LOCATION/COMMENTS
1 —2— 3
4
5
1>- SLAB', 437 SLAB.CVR
HOUSE
SLAB,FOOTPRINT AREA'
' MASS CHARACTERISTICS
#> NUMBER OF CHARACTERISTICS (25
maximum) ....
•..••1
MASS
THICK SURF -,VOLUME
CON-
CHARAC-.
NESS ACE
HEAT DUCT-
. TERISTIC MASS TYPE
(in) R-VAL
CAP IVITY UIMC
v
1 —2--3--:-
—4—
—5— —6— -7—
�.
1> SLAB.CVR SlabOnGrade
3.5 2:0
28 0.98 n/a
`
HVAC i
HEATING. SYSTEMS..
#>',NUMBER OF HEATING SYSTEMS (25
maximum) ........... 1
HEATING. HEATING
HEATPUMP
HYDRONIC
..;
SYSTEM SYSTEM. GAS
ELECTRIC
WATER'HEATING
y.
NAME TYPE AFUE
HSPF
SYSTEM NAME
".
i. 1: 2 —3—
. 4
5
1> FAU.94 Furnace .0.94
n/a
None
,
COOLING SYSTEMS
fi '
#>_NUMBER OF COOLING SYSTEMS (25
maximum) ...........
1
COOLING COOLING
VERIF
VERIF. VERIF
SYSTEM SYSTEM
VERIF REFRIG
AIR VERIF COOL
u
• NAME TYPE SEER
EER OR TXV..FLOW
FAN CAP
1 2 -3—
—4— —5—
—6= —7— —8-
1>. , SEER.13.5 ACSplit - 13.5 .No
No
No. No. No
,
•
.DUCT'SYSTEMS
#> NUMBER OF DUCTS '(25 maximum) ..
........
...... 1 ,.
DUCT DUCT 'HEATING
COOLING
VERIF-
VERIF '.
SYSTEM INSUL DUCT
DUCT
VERIF. SURFACE
BURIED `.
NAME R -VALUE LOCATION
LOCATION
LEAKAGE AREA
DUCT
1 —2—
3
4 —5--6—
—7' -
1> DUCTS.... 8 8.0 Attic
Attic
No No
No
NATURAL VENTILATION SYSTEMS
•.
FORMATTED INPUT
FORMAT Page 5
MICROPAS7 v7.30 File -SMALL Wth-CTZ15S05 Program -FORMAT
Run -COMPLIANCE Project-SMALL'RESIDENCE Date -09/03/07
NATURAL NATURAL INLET HEIGHT
VENTILATION VENTILATION AREA DIFF
SYSTEM NAME TYPE PER ZONE (ft)
1 2 3 —4--
1> ONE.STORY Standard 0. 2.0.
2> TWO.STORY Standard 0 8.0
3> CALC.HEIGHT Standard 0 8.9
4>. CRAWL.VENT Special 1.4 0
.,WATER HEATING
WATER HEATING SYSTEMS
#> NUMBER OF WATER HEATING SYSTEMS (25 maximum) ....
1
WATER WATER # OF
HYDRONIC/
HEATING HEATING - HEATER/BOILER.HEATERS/BOILERS
RECIRC
NAME TYPE SYSTEM NAME INSTALLED
SYSTEM NAME
1 2 3.
4
5
1> WTR.HTR DHW GAS.STOR 1
None
HEATER/BOILER SYSTEMS
#> NUMBER OF HEATER/BOILER SYSTEMS (25 maximum) ....
1
HEATER/BOILER SYSTEM 'GAS.STOR"
1> HEATER/BOILER-SYSTEM NAME .......................
GAS.STOR
2> TANK TYPE (Storage, Instantaneous, etc.) ........
Large
3> HEATER ELEMENT TYPE (Electric, Gas, HeatPump)
Gas.
..
4> DISTRIBUTION TYPE (Standard, PointOfUse, etc.)
Recirc/TimeTemp
5> ENERGY FACTOR .................. ....... ......
n/a
6> TANK .VOLUME (gallons) .............. .... ...
100
7> RATED INPUT (Btu/hr) .............................
199000
9> P.ILOT LIGHT SIZE (Btu/hr) .. .... ... •....
n/a
10> EXTERNAL BLANKET R -VALUE (hr-sgf.t-F/Btu).......
n/a
12> RECOVERY EFFICIENCY (fraction) .................
0.95
13> STANDBY LOSS (fraction) ........................
.0.01
WATER HEATING CREDIT•
14> CREDIT TYPE (None, Solar, WoodStove) ...........
None
HYDRONIC/RECIRCULATION.SYSTEMS
#> NUMBER OF HYDRONI.0/RECIRC SYSTEMS (25 maximum)
1
HYDRONIC/RECIRC SYSTEM 'RADIANT'
-1> HYDRONIC SPACE HEATING SYSTEM NAME ..:.:.........
RADIANT
2> TYPE OF DELIVERY (FanCoil, Radiant,.Baseboard)...
Radiant
PIPE IN UNCONDITIONED SPACE
3> PIPE LENGTH (ft) ...... .................. ...
0
4> 'PIPE -DIAMETER (in) ....... ................ ..
0%5
5> PIPE INSULATION THICKNESS ('in) ..................
0.75
6> PIPE INSULATION CONDUCTIVITY (Btu/hr-ft-F).......
0.023
PUMPS -(when used with electric storage water heaters only)
7> PUMP POWER (Watts) ..............................
n/a
A
FORMATTED INPUT
MICROPAS7 v7.30 File -SMALL Wth=CTZ15S05 Program -FORMAT
Run -COMPLIANCE Project -SMALL RESIDENCE Date -09/03/07
NOTES
ADDRESSES AND PHONES
#> DISPLAY ADDRESSES AND PHONES (Yes, .No) ........... Yes
PROJECT
1> ADDRESS (25 char). 80075 VIA PESSARO
2> CITY (25 char) ...................................... LA QUINTA CALIFORNIA'
DESIGNER OR OWNER
3> CONTACT -(25 char) .. .......................:..... BOB EASTON AIA
4> FIRM (25 char) ... .... BOB EASTON AIA ARCHITECT
5> ADDRESS (25 char) ............................... 1486 EAST VALLEY ROAD
6> CITY STATE ZIP (25 char) MONTECITO CA 93108
7> PHONE (25 char) .............................. 805-969-5051
8> CALIF LIC NUMBER (25 char)................ `.......
REMARKS .
#> NUMBER OF REMARKS (50 maximum) 30
SPECIAL FEATURE NOTES
1
1> FAU-1 (MAIN LIVING AREA): CARRIER MV -100, GAS CONDENSING,
2> 100,000 BTUH INPUT, 94,000 BTUH OUTPUT, 94% AFUE, OR EQUAL.
3> AHU-1 (MAIN LIVING AREA): CARRIER 38HDR060, OUTDOOR CONDENSER,
4> 57,000 BTUH OUTPUT, 13.5 SEER, OR EQUAL
5>
6> FAU-2`(MASTER BEDRM AREA): CARRIER 50MV*040, GAS CONDENSING,
7> 40,000 BTUH•INPUT, 38,000.BTUH OUTPUT, .94% AFUE, OR EQUAL.
8> AHU-2 (MASTER BEDRM AREA): CARRIER 38HDR030, OUTDOOR CONDENSER, ,
9> 29,000 BTUH OUTPUT, 13.5 SEER, OR EQUAL.
10>
r
• 11> FAU-3 (BEDRMS 2 & 3): CARRIER 58MV*040, GAS CONDENSING,
12> `40,000 BTUH INPUT, 38,000 BTUH OUTPUT, 94% AFUE,. OR EQUAL.
13> AHU-3 (BEDRMS 2 & 3): CARRIER 38HDR024, OUTDOOR CONDENSER,
14> '23,000 BTUH OUTPUT, 13.'5 SEER, OR EQUAL.
15> +
16> FAU-4 (2ND FLOOR): •CARRIER 58MV*040, GAS CONDENSING, '
17> 40,000 BTUH INPUT, 38,000 BTUH-OUTPUT, 94% AFUE,-OR EQUAL.
18>' AHU-4 (2ND FLOOR): CARRIER 38_HDR036, OUTDOOR CONDENSER,
19> 35,000 BTUH OUTPUT, 13.5 SEER,`OR EQUAL.
20>
21> AHU-5 (WINE RM): MITSUBISHI MSY/MVY-AI5NA, SPLIT SYSTEM,
22> -DUCTLESS,,. COOLING ONLY 15,000 BTUH OUTPUT, 15 SEER, OR EQUAL.
23>
.24>. 'ALL HVAC DUCTS TO BE INSULATED WITH R-8 DUCT INSULATION.
25>
26> WATER HEATER: AMERICAN POLARIS PGC3-100-199, 100 -GAL.,
27> CONDENSING GAS, 95% -RECOVERY EFFICENCY, OR EQUAL.
28>
29> HOT WATER RECIRCULATION LOOP WITH TIME/TEMP CONTROLS.
30> ALL HOT WATER LINES INSULATED WITH R-4 PIPE INSULATION.