08-1555 (SFD). ll`:�
P.O. BOX 1504t , VOICE (760) 777-7012 :
78-495 CALLE TAMPICO - . % i FAX (760) 777-7011 L
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT l ` INSPECTIONS (760) 777-7153,
`.� BUILDING PERMIT `.
1 - Date: il/06/08
Application Number: 108-00001555 Owner: t
Property Address: 53620 VIA 'STRADA STATTON s
APN: 772-540-047- - - 17489 MALLARD LANE ,1j
`. Application description: -DWELLING - SINGLE FAMILY .DETACHED _ SONOMA, CA 95476
Property Zoning: LOW DENSITY•RESIDENTIAL•
Application valuation A. -438895
Contractor.
Applicant: " _ 4 , Architect or Engineer .. - f PAO BBOX0356 INC,= P a FoAf�Q, !
LA QUINTA, CA 92247 '
760)777,-9921 ,
• LiC. No.. OOR SQUARE FOOT+ 'Lic. No.. 799449"
_ . l�... +! ...8,. '� ./ _, alt .. •�- .. M r .F i \ y'.y
.
' ` LICENSED CONTRACTOR'S DECLARATION , - '� a - a. "WORKER'S COMPENSATION DECLARATION • .±,.
1.
` I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with -; , ,A } ' I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Divisioh3 of the Busi s and ofessionals Code, my License is in full force and effect: _ _ I haveand will maintain a certificate of consent to self-insure for workers' compensation, as provided '.c
�1
License Class: B -License No.: 799449 - i., ,i' for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. ..
Dat , r Contractor: S I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor . • , _
�- " ` 4 Code, for the- performance of the work for which this permit is issued. My workers' compensation' ; "' 4
• NER-BUILDER DECLARATION - �' insurance carrier and policynumber are: - z�,
I hereby affirm under penalty of perjury that I a exempt from the Contractor's State License Law for the Carrier' STATE FUND... Policy Number 0000392-2007. f
1- following reason (Sec..7031.5, Business and Professions Code: Any city or county that requires a permit to . ; "� _ 1' _ �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 '' _ ; r person in any manners 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 6f the Contractor's State _ and agree that, if I sh d b co ubject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or • "3700 of the Labor CoM, I hall thwith comply with those provisions.
,thit 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: YYYYYYYYYYYY,,,,,,,,,,,,111111111111 /UApplicant�T _
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the'work, and ti ' - _ JOE�5110.
�the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code- The a - WARNING: FAILURE TO SECURE WORKCOVERAGE 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 ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
•1 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 -' '
• t improve for the purpose of sale.). - F.. �- APPLICANT ACKNOWLEDGEMENT
- ( •- 1 I, 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,
(_ 1 I am 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 ,
performed under or following issuance of this permit.
. Date: Owner: 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
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 Jaboinformation is correct. I agree to comply with allwork for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating tobuildn ructi and hereby authorize representatives
of this county to enter upon the above-mentioned property echo rposes.
Lender's Name:
_ _ Date: ,t / / //y/,y/ Signature (Applicant or Agents
Lender's Address:t - ---17-alVf-� ' -
LQPERMIT ' t ,
Application Number .
. . . . 08-00001555
Permit . . . . . .
BUILDING PERMIT
Additional desc .. .
Permit Fee . . . .
1826.00
Plan Check Fee-
1186.90
Issue Date . . . .
Valuation . . . .
438895
Expiration Date
5/05/09
Qty Unit Charge
•Per
Extension
BASE
FEE
639.50
339.00 3.5000
----------------------------------------------------------------------------
THOU BLDG
100,001-500,000
1186.50
Permit . . .
ELEC-NEW RESIDENTIAL.
Additional desc
Permit Fee
248.13
Plan Check Fee
62.03
Issue Date . . . .
Valuation
0
Expiration Date
5/05/09
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
5795.00,- .0350
ELEC
NEW RES - 1 OR 2 FAMILY
202.83
765.00 .0200
ELEC
GARAGE OR NON-RESIDENTIAL
15.30 ;
1.00 15.0000
----------------------------------------------------------------------------
EA ELEC
TEMPORARY POWER POLE
15.00
Permit
GRADING PERMIT
Additional desc .
Permit Fee
15.00
Plan Check Fee
00'
Issue -Date
Valuation . . . .
0
Expiration Date
5/05/09
Qty Unit Charge
Per
Extension
BASE
FEE
1
15.00
Permit . . .
MECHANICAL
Additional desc
Permit Fee . . . .
189.50
Plan Check Fee
47.38
Issue Date
Valuation
0
Expiration Date
5/05/09
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
5.00 9.0000
EA MECH
FURNACE <=100K
45.00
5.00 9.0000
EA MECH
B/C <=3HP/100K BTU
45.00
12.00 6.5000
EA MECH
VENT FAN
78.00
1.00 6.5000
--------------------------------
EA MECH
-------------------------------------------
EXHAUST HOOD
6.50
LQPERMIT
LQPERA11T
Application Number .
. . . 08-00001555
-
Permit
PLUMBING
Additional desc .
Permit Fee . . . .
263.25 Plan Check Fee
•65.81
Issue Date . . . .
Valuation . . .
. 0
Expiration Date
5/05/09
Qty Unit Charge
Per
Extension
BASE FEE
15.00
30.00 6.0000
EA PLB FIXTURE
180.00
1.00 15.0000
EA PLB BUILDING SEWER
15.00
2.00 7.5000
EA PLB WATER HEATER/VENT
'15.00
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 9.0000
EA. PLB LAWN SPRINKLER SYSTEM
9.00
15.00" .7500
EA - PLB GAS PIPE >=5
11.25 <
1.00 15.0000
EA PLB GAS METER
15.00
- - -------------------------------------------
Special Notes and Comments
5795 SQ. FT. SFD THIS
PERMIT DOES NOT
INCLUDE POOL & SPA BLOCK WALLS OR
DRIVEWAY APPROACH.
Other Fees . . . ..
. . . . ART IN PUBLIC PLACES -RES
-----
597.23
DIF COMMUNITY CENTERS -RES •
74.00
DIF CIVIC CENTER -.RES
995.00
ENERGY REVIEW FEE
118.69,.
DIF FIRE PROTECTION -RES
140.00
GRADING PLAN CHECK FEE
15.00
DIF LIBRARIES - RES
355.00
DIF PARK MAINT FAC - RES
22.00
DIF PARKS/REC - RES
892.00
STRONG MOTION (SMI)" - RES
•43.88
DIF STREET MAINT.FAC-RES
67.00 -
DIF TRANSPORTATION - RES
1930.00
Fee summary' Charged" Paid Credited
Due
Permit Fee Total
2541.88 .00 00
2541.88
Plan Check Total
1362.12 750.00 .00
612.12
Other Fee Total
5249.80 .00 .00
5249.80
Grand Total
9153.80 750.00 .00
8403.80
LQPERA11T
(O Z O
Building_ -
Address `I
P.O. BOX 1504
n� 78-495 CALLE TAMPICO
r� LA QUINTA, CALIFORNIA 92253
Address / 7 L153'�l i AA`LAP_D
^J10/411A I CIS
& Classif. I Lic. #
zi..,
Designer .58L;ri'ad > A
<,T S
Address Tel
13
C.
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).
17.1, 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
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
0 Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
( WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
orless).
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
APPLICATION ONLY
BUILDING: TYPE CONST V-0 OCC. GRP.
A.P.Number� 1 -7
Legal Description:�<_P�f_;r 2 R Z
Project Description
SFt. /NO. No. Dw.
Size / Stories
Sto_ries Units
New Add ❑ Alter ❑ Repair ❑ Demolition ❑
y 7 20 — ZO 2 2 cwr4d
�)(_76_0) 912-33629
JJ1W U41)5
Estimated Valuation 0 ��, 00
PERMIT AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL
REMARKS
ZONE: BY: r %J t ` _
Minimum Setback Distances: Ifrofrr) _
Front Setback ,Gwen l-1
Rear Set6a""ocnaPrc
Side Street Setback from l
Side Setback from Property
FINAL DATE_
Issued by:
Validated by:—
Validation:—
YELLOW
y:_Validation:
YELLOW = APPLICANT
INSPECTOR
Date Permit
PINK = FINANCE
1 ;•'`aj I
Coachella Valley Unified School District
83-733 Avenue 55, Thermal, CA 92274
(760) 398-5909 — Fax (760) 398-1224
This Box For District Use Only
DEVELOPER FEES PAID
AREA:
AMOUNT
LEVEL ONE AMOUNT:
LEVEL TWO AMOUNT:
MMGATION AMOUNT:
COMM/IND. AMOUNT:
DATE:
RECEIPT:
CHECK #:
IMTIALS:
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Project Name: Tim &Kathy Statton C �„ S4 U �Date: 11/14/08
Owner's Name: Tim & Kathy Statton 1� Phone No. (760)
Project Address: 53-620 Via Strada, La Quinta, CA.92236
Project Description: I Single Family Dwelling
APN: 777-200-015 Tract #: Lot #'s:
Commercial
Type of Development: Residential XX
Total Square Feet of Building Area: 5,795 sq. ft.
Industrial
Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under
penalty of perjury and f u-tber represents that he/she is authorinA to sign o ehalf of the owner/developer.
Dated: 11/14/08 Signature:
ssssssssss*ss*ss*ssssssssssssssssssssssssssss*ssssssssssssssssssssssss
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
Number of Sq.Ft. 5,795 Sq. Ft.
Amount per Sq.Ft. $ 3.78
Amount Collected $ 21,905.10
Building Permit Application,Comkleted: Yes/No
By: Carey M. Carlson, Asst. Supt., Support Services
Certificate issued by: Leticia C. Torres, Facilities Analyst Signature
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEIPSAND STAUAKNT 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 90 -day 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 less 3% for Administrative Fees to process the
reimbursement.
LT:c/mvdocs/devfees/certificate of compliance form tablesTO USE.doc 9/11/08
10/07/2008 09:14 FAX 760 777 9923
Sep 10 08 07:33p Statton R�isidenoe
RECD LNG RV;rIIESTED BY
First American Titlr:: Compam
AND WHEN RECORDED MAIL DOCUMENT
AND TAX STATE114ENT TO:
Timothy D. Statton and Katiyn S. Statton,
Trustees
PO Boo 61570
Potomac, MD 20859
PETER JACOBS HOMES INC IA002
3017657629 p.2
DOC # 2008-0042'255
01/28/2008 08:00A Fee:1.0,08
page 9 of 2 Doe T Tax Paid
Recorded in Cffioiel Reeo,ds
qty of Rivoreide
Larry u. Ward
ft%essor, County Clerk 8 Rerorder
Ill( gill Ij 111111111111 Jill Ill 1111f III �
GRANT DEED
A.P.N-: 777-200-015-9 T.R.A. No.020-160 File No,: RPD -2974369 (sI)
The Undersigned Grant_jr(s) DedW::): DOCUMENTARY TR"SFER TAX $682.00: CrrY TRANSFER TAX $0.00;
t X compuhad on the consideradon or full value cf propertY conveYe4OR
Corhpvtlac on the don:•ideration or Fill value less value of liens and/cr ono rnbrances remain at time of sate,
uninearpordted anew ( X ] City d la "up, and 022
FOR A VALUABLE CONSIDEHATZON, reoelpt of which is hereby acknowledged, Gregory L S{emans and Diane
M. Slemons, Tnistees, or their successors in trust, under the Greg and Diane Slemons UVing Trust,
dated 3une 7.3, :1000, dared June 23, 2000
hereby GRANTS to Timothy D. Station and Kathryn S. Statton, Trustees of The Timothy D. an d Kathryn
S. Statton 1997' Family Trust
the following des^ribed prod" in the Gty of La Quinta, County of Riverside, State of California:
PARCEL 1:
LOT 263 OFAMENDED TRACT NO. 29894-2, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE:, STATE OF CALIFORNIA:, AS PER MAP RECORDED IN BOOK 327, PAGES 56
THROUGH US, INCLUSIVE OF MAPS, -IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY,
EXCEPTINKI THEREFIROM ALL WATER, MINERALS, OIL, GAS, PETROLEUM, OTHER
HYDROCAPSON SUESTANCES AMD ALL GEOTHERMAL ENERGY SOURCES IN OR UNDER SAID
LAND OR Vi RICH MrtY BE PRODUCED FROM SAID LAND.
PARCEL 2:
NOWEXCLUSI1lE EASEMENTS FDR ACCESS, INGRES$a, EGRESS, DRAINAGE, MAINTENANCE,
REPAIRS A Mb FOR r.ITHER PURPOSES, ALL AS DESCRIBED IN THE DECLARATION.
10/07/2008 09:14 FAX 760 777 9923
,58p U U8 Uf:33p Station R_rsidence
AR.M.'777-200-015-9
PETER JACOBS HOMES INC 0 003
3017657629 p.3
V
Grant Deed - continued File No.:RPa29743W (A)
Date: 01/1712008
Dated: 01 It if M-9 -
Gregory L. Slemms and Mane M. Sternons,
Trustees, ortha.-irsuem mrs intrust, under
the Greg and Nans Slerr.ens Diving Trust,
dated June 23, 2000
Greg L SP-lbons Tn :Aee
Diane M. SIT;5ns, Trum, ae _
STATE OF _ E{� tc lil a )SS
COUM OF
On; } v► - before rpe, ~ , Nc tary
Public, p�sonaJh; appearted . ` �e�' er —
ez who proved to me on the ba51.S.of satlst`dcory evidence to
be the pmonl& nrhose parr eV Mare subscrtmd to the wtmtn Instrument; and adamwiedged to me tot
,peAtre/they exer:.Aed the same h4h~ teir aubtorited capaci and that by blqheltheir sgnat pon
the insb ument; the persontD, or the entity upon behalf of which the pe� acted, exeQAed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of Calliftmia that the foregoing paragraph i!;
true and oorrect.
WVNE55 my har d and official seat.
� #11667�045P
Signaute N
t O*Cbx--Av,p�ebs i
Ura � �D18
!,Ike -,jam n;.�.t�tutttµtuor„yitu�u �.r,,✓
My Commission t:Xptres: Z (!G Thos arm for cfi*/nvtowsenI
NOtdry Marne._ Notary Phone:
Wotary iZegistratlttn tvumber: County of Principal Pham of Business:
P89C 2 of 7
1 RI,-STATE I_ANd SURVEYORS & Civil ENgiNEERS
78-120 CARE ESIAdo, SUITE 102, LA OUINTA, CA[IFORNIA 92253
(760) 564.0271 (800) 363-6306 FAX (760) 564.0279
November 12, 2008 -
Paul Goble, P.E.
CITY OF LA QUINTA ,
78-495 Calle Tampico
La Quinta, California 92253
RE: Pad Certification
Lot 263, Tract 29894-2
Via Strada (The Hideaway)
Dear Mr. Goble: "
This letter is to certify that a field survey was made of the existing pad in the City of La Quinta.
The Lot 263 of Tract 29894-2 was found to be in conformance with the approved Grading Plan.
The following are the results of our sur-vey: ,
LOT # PLAN GRADE MEAN ELEVATION
263 1011.5 1011.48
If you have any questions, please do not hesitate to call.
Sincerely,
Luke R. Beverly�,':`��
LS 8223 4, LUKE R.
t� BEVERLY ®ro.
fjo. 4723 /
�) EYMP x` 09
TITLE 24 REPORT
Title 24 Report for:
The Statton Residence
The Hideaway Lot #263
La Quinta, CA 92253 oC� A 10-
w
Project Designer:
OF LA QUINTA
South Coast Archite is ING & SAFETY DEPT.
13 Corporate Plaza, u CpRO ED
Newport Beach, CA 266 CTION
(949) 720-702 OR CONST
,. DA
6
Report Prepared By:
Michael Faugno
BREEZE AIR CONDITIONING
75-145 ST. CHARLES PLACE
PALM DESERT, CA 92211
(760) 346-0855
Job Number:
Date:
10/27/2008
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards.
,,'This program developed by EnergySoft, LLC - www.energysoft.com.
EnergyPro 4.4 by EnergySoft Job Number: User Number: 3665
r TABLE OF CONTENTS
o
Cover Page 1
Table of Contents 2
Form CF -1 R Certificate of Compliance 3
Form MF -1,R Mandatory Measures Summary 12
Form WS -5R Residential Kitchen Lighting 14
HVAC System Heating and Cooling Loads Summary 15
Room Load Summary 19
Room Heating Peak Loads 23
Room Cooling Peak Loads, 30
EnergyPro 4.4 by EnergySoft Job Number: User Number: 3665
Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R
_T_h.e_Statton_Res.id_e.n_ce
❑ Addition
Total Conditioned Floor Area:
5,795
10/2.712008
Project Title
❑ Existing + Add/Alt
Existing Floor Area:
❑New
Date
_T_h_e_H.id_eaway_Lot_#26.3-La_Q.uinta
Building Front Orientation:
(N) 0 deg
Raised Floor Area:
228_
Project Address
ft2
Fuel Type:
Natural Gas
Building Permit #
BREEZEAIEZCOND1I101V1
5,282
(760) 346-0855
Fenestration:
Documentation Author
Average Ceiling Height:
328_
Telephone
plan Check/Date
_E.ner_g_y_P_r_o
Avg. U: 0.32
Number of Dwelling Units:
CAClimatelon_eA5
1.00
Field Check/Date
Compliance Method
SHGC: 0.30
Number of Stories:
Climate Zone
2
TDV
Standard
Proposed
Compliance
Thermostat
(kBtu/sf-yr
Design
Design
Margin
Units Zone Type
Space Heating
4.63
6.87
-2.24
11.50 1.9,550
Space Cooling
64.50
61.02
3.48
.H-VA-C_#.2A/.#2B
Fans
9.05
8.52
0.53
-nLa
Domestic Hot Water
4.17
5.54
-1.37
8
Pumps
0.00
0.00
0.00
SieepingStat
Totals 82.35 81.95 0.40
: better than Standard: 0.5%
Building Type: [X-] Single Family
❑ Addition
Total Conditioned Floor Area:
5,795
ft2
❑ Multi Family
❑ Existing + Add/Alt
Existing Floor Area:
❑New
n/a
ft2
Building Front Orientation:
(N) 0 deg
Raised Floor Area:
228_
198
ft2
Fuel Type:
Natural Gas
Slab on Grade Area:
-2,197_
5,282
ft2
Fenestration:
-Wall-
Average Ceiling Height:
328_
13.6
ft
Area: 1,468 ft2
Avg. U: 0.32
Number of Dwelling Units:
98_
1.00
Wood_
Ratio: 25.3% Avg.
SHGC: 0.30
Number of Stories:
1.5_
2
Wood_
BUILDING ZONE INFORMATION
Roof
# of
Thermostat
Vent
Wood-
Zone Name
Floor Area Volume
Units Zone Type
Type
Hgt.
Area
.HVAC -_#1
11.50 1.9,550
_0..20_ Sleeping
_SleepingSiat-
8
-n/a
.H-VA-C_#.2A/.#2B
2.770 41 778
_0.4.8_ Living
_LLving.Stat_
8
-nLa
HVAC_#3
730 x,.300
0.13_ SLeeping
-Sleeping-Stat-
8
_ola
H_ -V -
1.14.5 1-460
020_ --Sieeping
SieepingStat
8
_nLa
OPAQUE SURFACES Insulation Act.
Type Frame Area
Roof -Wood- 1.,1.50_
Wall_
Wood_
4.0_
Wall_
Wood_
322_
Wall_
Wood -7_7.3_
❑New
Wall_
Wood_
1.9.0
Roof
Wood_
228_
Wall_
Wood-
1.30_
_Roof
Wood-
-2,197_
Wall_
Wood_
-6-1-0-
61.0Wall_
-Wall-
Wood_
328_
Wall_
Wood-
79-
9_Wall_Wood-
-Wall-Wood-
IX
98_
Wall_
Wood_
_72-
7.2Wall_
-Wall-
Wood_
1.5_
Wall_
Wood_
9.8_
Roof
Wood_
1.28_
Wall_
Wood-
235_
Wall_
Wood-
1.65-
65_Wall_Wood_
Mall-Wood-
New- 0.9A6 Zone -#5-
1.22-
22_RoofWood_
-Roof-Wood-
X
1.,_41.0_
Wall_
Wood_
1.8.0_
Wall_
Wood_
1.91.
Wall_
Wood_
301.
Wall_
Wood-
248_
.Floor
Wood_
1.9.8_
Gains Condition
U -Fac. Cay. Cont. Azm. Tilt Y /
N Status JA IV Reference Location / Comments
-0_025_ -R=38_-R--O-O- _345_ 0
_0_069 _R21.JR�0_0 -0--90
1X
X
❑
❑New
New _01A1.8 Zone 1
_0.9=A6 Zone -#-1
_0_06.9-R21_J?U0 9.0_ 90
X
❑New
0.9-4A6 Zone -#-1
New -O9-A-6-Zone-#1
-0_.0.69_ -R21 _R_0_0_ -180-----90
1X
❑
0.069_ -Et21_ _R 0 0 _27.0__90
IX
❑
New _0.9=A6 Zone -#-1
-0025 -R=3.8_ --R--O-O- -3-45--0
[ X
❑
N.ew _0_L- 91.8 Zone #2
_0069_ -R21 JEL00_ 9.0_ 90
1I
❑
New _0.9=,96 Zon. 2
-0..025_ -EQ 8- _R=0_0_ -345_ O
0-069-LZ21 -R-0-0- -0--90
1X
[ X
❑
❑
New _01A18 7-one-#3-
one-#30069
New _0.9=A6 Zoo 3
-0..069-R=21_R.-u 9.0_ 90
IX
❑New
_0.9=A6 Zone -#3-
-0-069- R-21 JZO_018.0__9.0
_006.9_ R-21 --R--0a--2Z0--9D
X
IX
IX
IX
❑blew
❑New
❑
❑N.ew
_0.9A6 Zone -#3
_0.9A6 Zone -#3
_0_-6.9 _&21 _R=0_0 0_90
#-4--o-o69-R21_JZO.O _90__90.
N.ew _0.9=A6 Zone-
_0.9A6 Zone -#_4
_0_06.9_-R21__R-00 _27_0__90
X
❑New
_0.9A6 Zone3t4
0..025 _R_38 - R--0-0-345--0 0_ _345__0
I
❑
New 01A1.8 Zone_#5
_0_0.69_ _R=21 J�0_0_ 0_ 9.0.
-0_0.69_ -R21_ X0_0 -90--90
_0_0.69_ R_21_ R_00_-27.0.9.0
-0-0,25- -R-3.8_ _R-0..0 _34.5_ 0
069 _R21_ _R-0_0 -0--90
-0-0-69-
IX
iX
1X
[X
X
❑
❑
1:1
❑
❑
New 0.9A6 Zone -#5
New 0.9=A6 Zone- #5
New- 0.9A6 Zone -#5-
New _01_A1.8 Zone-#6-
one_#60
New- _0.9=A6 Zone_#6
-0-0-6.9- _&21 _R-0_0_ _90_ 90
X
❑
New- _0.9A6 Zone #6
_0_06.9 R -91--R-0-0--1-8.0- go
IX
❑N.ew
_09=A6 Zone -#6
-0_069_ R-91 --R--O-O--=O----90
-0_OZ1-R-11_EZO_0_ -o --m
[ X
❑
❑
(XNew
New _0.9A6 Zone E6
21-A2 Zone#7
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:3 of 40 1
T 1
Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R
_T_he_Statton_Residen.C.e
5,795
ft2
I OJ27J_2008
Project Title
ft2
Raised Floor Area:
Date
_T_h.e_H.ideaway_Lot_#26.3-.a_Quinta
Slab on Grade Area:
5,282
ft2
Project Address,
13.6
ft
Building Permit #
1.00
blew
(760) 346-0855
Zone #7
_B_REEZEAtRJC0N.DJILOR1.NG
Documentation Author
8.5_
Telephone
plan Check/Date
_Ener_ I-y_P_r_o
❑N.ew
CAClimate_ZonesS
_0.9_A6
Field Check/Date
Compli nce Method
261
Climate Zone
TDV Standard
Proposed
Compliance
_09A6
(kBtu/sf-yr) Design
Design
Margin
Space Heating 4.63
6.87
-2.24
Space Cooling 64.50
61.02
3.48
250_
Fans 9.05
8.52
0.53
❑N.ew
Domestic Hot Water 4.17
5.54
-1.37 -
Pumps 0.00
0.00
0.00
Totals 82.35
81.95
0.40
Percent better than Standard:
0.5%
Building Type: [X-] Single Family ❑ Addition
❑ Multi Family ❑ Existing + Add/Alt
Building Front Orientation: (N) 0 deg
Fuel Type: Natural Gas
Fenestration:
Area: 1,468 ft2 Avg. U: 0.32
Ratio: 25.3% Avg. SHGC: 0.30
BUILDING ZONE INFORMATION
Zone Name Floor Area Volume
Total Conditioned Floor Area:
5,795
ft2
Existing Floor Area:
n/a
ft2
Raised Floor Area:
198
ft2
Slab on Grade Area:
5,282
ft2
Average Ceiling Height:
13.6
ft
Number of Dwelling Units:
1.00
blew
Number of Stories: 2
# of Thermostat Vent
Units Zone Type Type Hgt. Area
OPAQUE SURFACES
Insulation Act.
Gains Condition
Type Frame
Area
U -Fac. Cay. Cont. Azm.
Tilt Y / N Status
JA IV Reference
Location / Comments
_Roof- Wood-
880_
-0_025.0_38.0'`0_0_ -345_
0
IX
❑
blew
D1=At8
Zone #7
Wall_ Wood_
8.5_
0_0.6.9 R -2t -R-0-0_ 0_-90.
[X
❑N.ew
_0.9_A6
Zone -#7
Wall_ Wood_
261
0..0.6.9_ --R--2-1- --R--0...0- 20_-90.
IX
❑N.ew
_09A6
Zone #7
Wall_ Wood_
40_-0.0.69__R21_R=0..0_x.8.0_-9.0
1X
❑New
_0.9_A6
Zone -#7
Wall_ Wood_
250_
_0_0.6.9.021. 0._0_-27_0_
90.
[X
❑N.ew
Q9A6
Zone -#7
Kun Initiation t ime: 10/27/08 16:59:06 Run Code: 1225148346
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:4 of 40
Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R
The Statton Residence 10/27/2008
Project Title Date
FENESTRATION SURFACES
True Cond. Location/
# Type Area U-Factorl SHGC2 Azm. Tilt Stat. Glazing Type Comments
1_
2
Window Eront_(N.)_
Window Front
(N_
4.0_
4.0
0_310 _NERC _0.3.3
0.310 NFRC 0_33
3
Window
Front
(N)
11.3
0.310 NFRC 0_33
4
Window
Left
U
33.8
0.310 NFRC 0_33
5
Window
Left
U
48.0
0.340 NFRC 0_26
6
Window
Left
(E)_
15.0
0.310 NFRC 0_33
7
Window
Left
(E)-
15.0
0.310 NFRC 0_33
8
Window
Rear
U
11.3
0.310 NFRC 0_33
9
Window
Rea -r
(a)_
4.0
0.310 NFRC 0.33
_1.0
Window
Rear
(a)_
4.0
0.310 NFRC 0.33
11
Window
Rear
(S)_
4.0
0.310 NFRC 0_33
12
Window
Rear
(S)
4.0
0.310 NFRC '0_33
13.
14
Window Dear (S)_
Window Rear (S)
-2.8-0
15.0
0.310_N.ER.0 0..33
0.310 NFRC 0_33
15
Window
Rear
U
15.0
0.310 NFRC 0_33
16
Window
Rear
(S)
20.0
0.340 NFRC 0_26
17
Window
Rear
U
15.0
0.310 NFRC 0_33
18
Window
Rear
-U
15.0
0.310 NFRC 0_33
19
Window
Rear(S)_
Bug Screen
15.0
0_310 NFRC 0.33
-NERC.
NFRC
0_
0
-90_ N.ew
90 New
S.ierra_eacffic_Wood_(Lo/E)_AX_-Zone_# 1
Sierra Pacific WoodL( o/E) AW Zone #1
NFRC
0
90 New
Sierra Pacific WoodL( o/E) S
Zone #1
NFRC
90
90 New
Sierra Pacific Wood (Lo/E) T
Zone #1
NFRC
90
90 New
Sierra Pacific WoodL( o/E)108
Zone #1
NFRC
90
90 New
Sierra Pacific WoodL( o/E)AA
Zone #1
NFRC
90
90 New
Sierra Pacific Wood-(LQ/E) AB
Zone #1
NFRC
180
90 New
Sierra Pacific Wood (Lo/E) U
Zone #1
NFRC_180
4.6
90 New
Sierra Pacific Wood (L o/E) V
Zone #1
NFRC
180
90 New
Sierra Pacific Wo WE) W
Zone #1
NFRC
180
90 New
Sierra Pacific WoodL( o/E)X
Zone #1
NFRC
180
90 New
Sierra Pacific Wood( o/E) Y
Zone #1
AFRC
NFRC
_180_
180
90 N.aw-Sierra_eaclic-N_ood_(Loa)_Z
90 New
Sierra Pacific Wood (Lo/E) AC
_Zone -#J
Zone #1
NFRC
180
90 New
Sierra Pacific Wood (Lo/E) AD
Zone #1
NFRC
180
90 New
Sierra Pacific WoodL( o/E)110
Zone #1
NFRC
180
90 New
Sierra Pacific Wood (Lo/E) AE
Zone #1
NFRC
180
90 New
Sierra Pacific WoodL( o/E) AF
Zone #1
NFRC
180
90 New
Sierra Pacific Wood (Lo/E) AG
Zone #1
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B.
INTERIOR AND EXTERIOR SHADING
Window
None No Insulation
Overhang
Left Fin Right Fin
#
Exterior Shade Type
SHGC
Hgt.
Wd.
Len.
Hgt.
LEA
REA Dist. Len. Hgt. Dist. Len. Hgt.
1
Bug Screen
0.76
Zone #3
Slab Perimeter
28
None No Insulation
26-A1
New
2
Bug Screen
0.76
3
Bug Screen
0.76
4.6
2.6
2.0
0.1
2.0
2.0
4
Bug Screen
0.76
4.6
7.6
2.
0.
2.0
2.0
5
Bug Screen
0.76
8.0
6.0
2.0
0.1
2.0
2.0
6
Bug Screen
0.76
7
Bug Screen
0.76
8
Bug Screen
0.76
4.6
2.6
2.0
0.1
2.0
2.0
9
Bug Screen
0.76
10
Bug Screen
0.76
11
Bug Screen
0.76
12
Bug Screen
0.76
13
Bug Screen
0.76
14
Bug Screen
0.76
15
Bug Screen
0.76
16
Bug Screen
0.76
17
Bug Screen
0.76
18
Bug Screen
0.76
19
Bug Screen
0.76
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick.Heat Inside Condition Location/
Type (so (in.) Cap. Cond. R -Val. JA IV Reference Status Comments
PERIMETER LOSSES Insulation Condition Location/
Type Length R -Val. Location JA IV Reference Status Comments
Slab Perimeter
94
None No Insulation
26-A1
New
Zone #1
Slab Perimeter
12
None No Insulation
26-A1
New
Zone #2
Slab Perimeter
117
None No Insulation
26-A1
New
Zone #3
Slab Perimeter
28
None No Insulation
26-A1
New
Zone #4
Slab Perimeter 54 None No Insulation 26-A1 New Zone #5
Run Initiation Time: 10/27/08 16:59:06 Run Code: 1225148346
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:5 of 40
M
Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R
The Statton.Residence 10/27/2008
Project Title Date
FENESTRATION SURFACES
True Cond. Location/
# Type Area U-Factorl SHGCZ Azm. Tilt Stat. Glazing Type Comments
.20.
21
-Windo-w-Rear (.S)_
Window Rear U
4.10_
4.0
-0,3-1-0-NERC _0.33 _NERC
0.310 NFRC 0_33 NFRC
1.8.0_
180
_9.0_ Ne -w SierraP_acif.c_W_ _ood_(.Lo/E)A_ H__Zone-#1
90 New Sierra Pacific WoodL( o/E) AU
Zone #1
22
Window
Rear
(S_
4.0
0.310 NFRC 0_33 NFRC
180
90 New
Sierra Pacific WoodL( o/E) AV
Zone #1
23
Window
Right
U
48.0
0.340 NFRC 0_26 NFRC
270
90 New
Sierra Pacific WoodL( o/E) 109
Zone #1
24
Window
Left
(E)_
48.0
0.340 NFRC 0_26 NFRC
90
90 New
Sierra Pacific WoodL( o/E) 107
Zone #2
25
Window
Left
(E)_
6.0
0.310 NFRC 0_33 NFRC
90
90 New
Sierra Pacific WoodL( o/E) AT
Zone #2
26
Window
Front
(N)_
194
0.310 NFRC 0.33 NFRC
0
90 New Sierra Pacific Wood (Lo/E) M
Zone #3
27
Window
Front
N
24.0
0.320 NFRC 0_28 NFRC
0
90 New
Sierra Pacific Wood (Lo/E) L
Zone #3
28
Window
Front
(N)_
135.0
0.330 NFRC 0.28 NFRC
0
90 New
Sierra Pacific Wood (Lo/E) 104 '
Zone #3
29
30
Window
Window
Front
Front
(N)_
L)_
34.0
96.0
0_340 NFRC 0_26 NFRC
0.330 NFRC 0_28 NFRC
0
0
90 New
90 New
Sierra Pacific Wood (LQ/ -E) 102
Sierra Pacific WoodL( o/E)103
Zone #3
Zone #3
31
Window
Front
(N)
4.0
0.310 NFRC 0.33 NFRC
0
90 New
Sierra Pacific WoodL( o/E)AR
Zone #3
32.
33
Window Left -(E)_
Window Left
Q
161.5
96.0
9310_N.ERC Q33_NERC
0.310 NFRC 0_33 NFRC
90_
90
90 New_Sierra_2acific_W__ood_(.Lo1EJJy
90 New
Sierra Pacific WoodL( o/E) Q
_Zoae-#3
Zone #3
34
Window
Rear
U
19.0
0.310 NFRC 0_33 NFRC
180
90 New
Sierra Pacific Wood (Lo/E) P
Zone #3
35
Window
Rear
U
24.0
0.310 NFRC 0_33 NFRC
180
90 New
Sierra Pacific WoodL( o/E) R
Zone #3
36
Window
Rear
U
24.0
0.340 NFRC 0_26 _NFRC
180
90 New
Sierra Pacific WoodL( o/E) 106
Zone #3
37
Window
Rear
(S)
4.0
0.310 NFRC 0_33 NFRC
180
90 New
Sierra Pacific WoodL( o/E) AS
Zone #3
38
Window
Front
(N)_
48.00340
NFRC 0.26 NFRC
0
9Q New Sierra Pacific Wood (Lo/E) 113
Zone #4
1. Indicate source either from NFRC or Table 116A.
2. Indicate source either from NFRC or Table 1168.
INTERIOR AND EXTERIOR SHADING
# Exterior Shade Type SHGC
Window
Hgt. Wd.
Len.
Overhang
Hgt. LEA
REA
Left Fin Right Fin
Dist. Len. Hgt. Dist. Len. Hgt.
20 Bug Screen
0.76
21 Bug Screen
0.76
22 Bug Screen
0.76
23 Bug Screen
0.76
24 Bug Screen
0.76
8.0 6.0
2.0
0.1
2.0
2.0
25 Bug Screen
0.76
26 Bug Screen
0.76
9.6 2.0
4.0
0.1
4.0
4.0
27 Bug Screen
0.76
6.0 4.0
2.0
0.1
2.0
2.0
28 Bug Screen
0.76
9.0 15.0
10.0
0.1
10.0
10.0
29 Bug Screen
0.76
8.6 4.0
4.0
0.1
4.0
4.0
30 Bug Screen
0.76
8.0 12.0
6.0
0.1
6.0
6.0
31 Bug Screen
0.76
32 Bug Screen
0.76
9.6 17.0
2.0
0.1
2.0
2.0
33 Bug Screen
0.76
8.0 12.0
2.0
0.1
2.0
2.0
34 Bug Screen
0.76
9.6 2.0
4.0
0.1
4.0
4.0
35 Bug Screen
0.76
36 Bug Screen
0.76
8.0 3.0
0.0
0.0
0.0
0.0
37 Bug Screen
0.76
38 Bug Screen
0.76
8.0 6.0
0.0
0.0
0.0
0.0
THERMAL MASS FOR HIGH MASS DESIGN
Area
Thick. Heat Inside
Condition Location/
Type (so
(in.) Cap. Cond. R -Val.
JA IV Reference
Status Comments
PERIMETER LOSSES
Insulation
Condition Location/
Type Length
R -Val.
Location
JA IV Reference
Status Comments
Run Initiation Time: 10/27/08 16:59:06 Run Code: 1225148346
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:6 of 40
Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R
The Statton Residence 10/27/2008
Project Title Date
FENESTRATION SURFACES
# Type
True Cond.
Area 1.1 -Factor" SHGCZ Azm. Tilt Stat. Glazin
Location/
Comments
_3.9.
40
Window Right_(_W)_-52.0_
Window Right (W)
48.0
0_310 NERC__ M -NERC.
0.340 NFRC 0_26 NFRC
_27_0_
270
_90_NewS.ietcaP_acific_Wood-(.LoLE)_AM-_Zone3/_4
90 New Sierra Pacific WoodL( o/E) 114
Zone #5
41
Window
Front
(N)_
40.5
0.340 NFRC 0_26 NFRC
0
90 New
Sierra Pacific WoodL( o/E) 204
Zone #6
42
Window
Left
(E)_
4.0
0.310 NFRC 0_33 NFRC
90
90 New
Sierra Pacific WoodL( o/E) BD
Zone #6
43
Window
Left
(E)_
4.0
0.310 NFRC 0_33 NFRC
90
90 New
Sierra Pacific WoodL( o/E)BE
Zone #6
44
Window
Left
(E)_
4.0
0.310 NFRC 0_33 NFRC
90
90 New
Sierra Pacific Wood (Lo/E) BF
Zone #6
45
46
Window
Window
Left
Rear
(E)_
(S)
18.0
4.5
0.340 NFRC 0_26 NFRC
0.310 NFRC 0.33 NFRC
90
180
90 New
90 New
Sierra Pacific WoodL( o/E) 203
Sierra Pacific WoodL( o/E) BG
Zone #6
Zone #6
47
Window
Rear
(S).
4.5
0.310 NFRC Q.33 NFRC
180
90 New
$ierra Pacific Wp4d(Lo/E) BH
Zone #6
8
Window
Right
(W)_
12.5
0.320 NFRC 0.28 NFRC
270
9Q New
$ierra Pacific Wood (Lo/E) AZ
Zone #6
49
Window
Right
(W)_
12.5
0.320 NFRC 0_28 NFRC
270
90 New
Sierra Pacific Wood(Lo/E/E) AY
Zone #6
50
Window
Front
(N)_
10.0
0.310 NFRC 0_33 NFRC
0
90 New
Sierra Pacific WoodL( o/E) K
Zone #7
_51
52
Window Er_ont_(N.)_
Window Front (N)_
-tO.Q
10.0
-0-310-NERC Q.03 _NERC
0.310 NFRC 0_33 NFRC
0_
0
90 Never S.ierra_P_a-cikc_Wood_(LotE)_J
90 New Sierra Pacific Wood (Lo/E) H
_Zone #_7
Zone #7
53
Window
Front
(N)_
10.0
0.310 NFRC 0_33 NFRC
0
90 New
Sierra Pacific Wood (Lo/E) G
Zone #7
54
Window
Front
(N)_
10.0
0.310 NFRC 0_33 NFRC
0
90 New
Sierra Pacific Wood (Lo/E) F
Zone #7
55
Window
Left
(E)_
33.8
0.340 NFRC 0_26 SlEL2C
90
90 New
Sierra Pacific Wood L( o/E) 202
Zone #7
56
Window
Left
(E)
4.0
0.310 NFRC 0_33 NFRC
90
90 New
Sierra Pacific WoodL( o/E) BC
Zone #7
57
Window
Left
(E)_
21.5
0.340 NFRC 0.26 NFRC
90
90 New
Sierra Pacific Wood(Lo/E/E) 201
Zone #7
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168.
INTERIOR AND EXTERIOR SHADING
Window
Condition
JA IV Reference Status
Overhang
Left Fin Right Fin
#
Exterior Shade Type
SHGC
Hgt.
Wd.
Len.
Hgt.
LExt.
REA Dist. Len. Hgt. Dist. Len. Hgt.
39
Bug Screen
0.76
6.6
8.0
2.0
0.1
2.0
2.0
40
Bug Screen
0.76
8.0
6.0
2.0
0.1
2.0
2.0
41
Bug Screen
0.76
6.8
6.0
2.0
0.1
2.0
2.0
42
Bug Screen
0.76
43
Bug Screen
0.76
44
Bug Screen
0.76
45
Bug Screen
0.76
7.2
2.6
4.0
0.1
4.0
4.0
46
Bug Screen
0.76
47
Bug Screen
0.76
48
Bug Screen
0.76
49
Bug Screen
0.76
50
Bug Screen
0.76
51
Bug Screen
- 0.76
52
Bug Screen
0.76
53
Bug Screen
0.76
54
Bug Screen
0.76
55
Bug Screen
0.76
- 6.8
5.0
2.0
0.1
2.0
2.0
56
Bug Screen
0.76
2.0
2.0
0.0
0.0
0.0
0.0
57
Bug Screen
0.76
7.2
3.0
2.0
0.1
2.0
2.0
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick.Heat Inside Condition Location/
Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments
PERIMETER LOSSES
Type Length R -Val.
Insulation
Location
Condition
JA IV Reference Status
Location/
Comments
Run Initiation Time: 10/27/08 16:59:06 Run Code: 1225148346
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:7 of 40
Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R
The Statton Residence 10/27/2008
Project Title Date
FENESTRATION SURFACES
True Cond. Location/
# Type Area U-Factorl SHGCZ Azm. Tilt Stat. Glazino Tvpe Comments
_5.8.
Windowl3ight_(W)_
10.0
—0.3-1-0 NERC 0_3.3 _NF_RC
_27-0_
_90_ N.ewSi.eaaP_acific-YVood-(Lo/E)_E
Zone_# 7
59
Window
Right
(Wj_
10.0
0.310 NFRC 0_33 NFRC
270
90 New
Sierra Pacific WoodL( o/E) D
Zone #7
60
Window
Right
(W)_
10.0
0.310 NFRC 0_33 NFRC
270
90 New
Sierra Pacific Wood (Lo/E) C
Zone #7
61
Window
Right
(W)_
10.0
0.310 NFRC 0_33 NFRC
270
90 New
Sierra Pacific WoodL( o/E) B
Zone #7
62
Window
Right
(W)
10.0
0.310 NFRC 0_33 NFRC
270
90 New
Sierra Pacific WoodL( o/E) A
Zone #7
63
Window
Rioht
(W)_
10.0
0.320 NFRC 0_28 NFRC
270
90 New
Sierra Pacific Wood (Lo/E) BB
Zone #7
64
Window
Right
(W)_
10.0
0.320 NFRC 0_28 NFRC
270
90 New
Sierra Pacific Wood (t4/E) BA
Zone #7
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168
INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin
# Exterior Shade Tvpe SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt.
58 Bug Screen 0.76
59 Bug Screen 0.76
60 Bug Screen 0.76
61 Bug Screen 0.76
62 Bug Screen 0.76
63 Bug Screen 0.76
64 Bug Screen 0.76
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick.Heat Inside Condition Location/
Type (sq (in.) Cap. Cond. R -Val. JA IV Reference Status Comments
PERIMETER LOSSES Insulation Condition Location/
Type Length R -Val. Location JA IV Reference Status Comments
Run Initiation Time: 10/27/08 16:59:06 Run Code: 1225148346
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:8 of 40
Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R
The Statton Residence 10/27/2008
Project Title Date
HVAC SYSTEMS
Tank
Energy
Tank Insul.
Water Heater # in Input
Cap.
Condition Factor
Heating
Minimum
Cooling
Minimum Condition
Thermostat
Location
Type
Eff
Type
Eff Status
Type
HVAC- #1
Split Heat Pump
8.00 HSPF
Split Heat Pump
15.0 SEER New
Setback
HVAC- #2A/#2B
Split Heat Pump
8.00 HSPF
Split Heat Pump
14.0 SEER New
Setback
HVAC- #3
Split Heat Pump 8.00 HSPF
Split Heat Pump
15.0 SEER New
Setback
HVAC DISTRIBUTION
Duct
Duct Condition
Ducts
Location
Heating,
Cooling
Location
R -Value Status
Tested?
HVAC- #1
Ducted
Ducted
Attic
4.2 New
No
HVAC- #2A/#2B
Ducted
Ducted
Attic
4.2 New
No
HVAC- #3
Ducted
Ducted
Attic
4.2 New
No
Hydronic Piping
Pipe Pipe
Insul.
System Name
Length Diameter
Thick.
WATER HEATING SYSTEMS Rated
Tank
Energy
Tank Insul.
Water Heater # in Input
Cap.
Condition Factor
Standby R -Value
System Name Type Distribution Syst. (Btu/hr)
(gal)
Status or RE
Loss (%) Ext.
Standard Gas 75 gal. Small Gas No Pipe Insulation 2 75,000
75
New 0.58
n/a n/a
Multi -Family Central Water Heating Details
Hot Water Pump Hot Water Piping Length_(ft) Add 1/2"
Control # HP Type In Plenum Outside Buried Insulation
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and 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.
The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality,
and building envelope sealing require installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Busin ss & Professions Code) Documentation Author
Name: ��n�� Name: Michael Faugno
Title/Firm: South Coast Architects. Inc. Title/Firm: BREEZE AIR CONDITIONING
Address: 13 Corporate Plaza, Suite #10 Address: 75-145 ST. CHARLES PLACE
Newport Beach, CA 92660 PALM DESERT, CA 92211
Telephone:9( 49) 720-7022 . #: Telephone: (760) 346-08 5
2 a� J f Old l /off
(signature) (date) (signature) (date)
Enforcement Agency
Name:
Title/Firm:
Address:
Telephone
(signature) (date)
Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R
The Statton Residence 10/27/2008
Project Title Date
HVAC SYSTEMS
Heating Minimum Cooling Minimum Condition Thermostat
Location Type Eff Type Eff Status Type
HVAC- #4 Split Heat Pump 8.00 HSPF Split Heat Pump 15.0 SEER New Setback
HVAC DISTRIBUTION
Duct Duct Condition Ducts
Location Heating Cooling Location R -Value Status Tested?
HVAC- #4 Ducted Ducted . Attic ' 4.2 New No
Hydronic Piping Pipe Pipe Insul.
System Name Length Diameter Thick.
WATER HEATING SYSTEMS Rated Tank Energy. Tank Insul.
Water Heater # in Input Cap. Condition Factor Standby R -Value
System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext:
Multi -Family Central Water Heating Details
Hot Water Pump Hot Water Piping Length (fes Add 1/2"
Control # HP Type In Plenum Outside Buried Insulation
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and 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.
The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality,
and building envelope sealing require installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) Documentation Author
Name: r /: 'o , j_Name: Michael Faugno
Title/Firm: South Coast Architects. Inc. Title/Firm: BREEZE AIR CONDITIONING
Address: 13 Corporate Plaza, Suite #10 Address: 75-145 ST. CHARLES PLACE
Newport Beach CA 92660 PALM DESERT, CA 92211
Telephone: _9( 49) 720-70 c`l#: / Telephone: (760 346-0 5
/V/217/09 10 /d,7 /0$
(signature) r k-1 ® - / (datb) (signature) - 1017 (date)
Enforcement Agency
Name:
Title/Firm:
Address:
Telephone:
(signature) (date)
, r
Certificate Of Compliance : Residential (Part 4 of 4) CF -1 R
The Statton Residence 10/27/2008
Project Title Date
Special Features and Modeling Assumptions
The local enforcement agency should pay special attention to the items specified in this checklist. These items require special
written justification and documentation, and special verification to be used with the performance approach. The local
enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies
based on the adequacy of the special justification and documentation submitted. I Plan I Field
The Roof "R-38 Roof' includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual.
The HVAC System "HVAC- #1" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas.
The HVAC System "HVAC- #2A/#2B" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas.
The HVAC System "HVAC- #3" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas.
The HVAC System "HVAC- #4" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas.
HERS Required Verification
Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a
HERS provider using approved testing and/or verification methods.
Plan Field
Run Initiation Time: 10/27/08 16:59:06 Run Code: 1225148346
EnergyPro 4.4 by Energysoft User Number: 3665 Job Number: Pape:11 of 40
Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance
requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. 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.
DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the
permit application documentation.
N/A
DESIGNER
ENFORCE -
MENT
Building Envelope Measures
❑
❑
❑
;§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling.
❑
0
❑
§ 150(b): Loose fill insulation manufacturer's labeled R -Value:
❑
❑
❑
k§ 150(c): Minimum R-13 wall insulation in.wood framed walls or equivalent U -factor in metal frame walls (does not
❑
❑X
❑
apply to exterior mass walls).
§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. '
El
El
1-1
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ,.
1. Masonry and factory -built fireplaces have: r
a. closable metal or glass door covering the entire opening of the firebox .
❑
Q
❑
b. outside air intake with damper and control, flue damper and control
❑
❑X
❑
2. No continuous burning gas pilot lights allowed.
❑
o
❑
§ 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual
❑
❑
❑
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
❑
❑
❑
§ 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor
❑
❑
❑
permeance rate no greater than 2.0 perm/inch.
§ 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include
El
El
El
Form: "
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. ;
❑
❑
❑
1. Doors and windows between conditioned and unconditioned spaces designed to limit air_leakage.
❑
❑X
❑
2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain
Coefficient
❑
❑X
❑
(SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
❑
❑X
❑
Space Conditioning, Water Heating and Plumbing System Measures
L •{
§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. -
❑
Q
❑
§ 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.
❑
IR
❑
§ 1500): Water system pipe and tank insulation and cooling systems line insulation.
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation
❑
❑X
❑
having an installed thermal resistance of R-12 or greater.
a
2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external
❑
Q
❑
insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value.
3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness:
1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire
❑
Q
❑
length of recirculating sections of hot water pipes shall be insulated to Table 150B.
2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and
❑
0
❑
indirect hot water tank shall be insulated to Table 150-B and Equation 150-A
4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of.Table 123-A.
❑
❑
❑
5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance,
❑
IR
❑
and wind.
6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed
❑
❑
❑
entirely in conditioned space.
7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation.
❑
❑
❑
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number:
Page: 12 of 40
Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance
requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. 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.
DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE -
applicable. N/A DESIGNER MENT
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 requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑X ❑
605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of
R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system
that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements
of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or
tape shall be used.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed ❑
sheet metal, duct board or Flexible duct shall not be used for conveying conditioned air. Building cavities and support
platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions
in the cross-sectional area of the ducts.
3. 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 draw bands.
4. Exhaust fan systems have back draft or automatic dampers. ❑
5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating
dampers.
6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment
maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water
retardant and provides shielding from solar radiation that can cause degradation of the material.
7. Flexible ducts cannot have porous inner cores.
§ 114: Pool and Spa Heating Systems and Equipment
1. A thermal efficiency that complies with the Appliance Efficiency Regulations, oh -off switch mounted outside of the
heater, 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 fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously
burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)
§ 118 (i): Cool Roof material meets specified criteria
Lighting Measures
§ 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table
150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric
and have an output frequency no less than 20 kHz.
§ 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C,
luminaire has factory installed HID ballast.
§ 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined
in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires,
provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires.
§ 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires.
OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d).
§ 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms
shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled
by an occupant sensor that complies with Section 119(d) that does not turn on automatically or have an always on option.
§ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are
certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals.
§ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the
same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680
locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d).
§ 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147.
Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146.
§ 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more
dwelling units shall be high efficacy luminaires OR are controlled by occupant sensors) certified to comply with Section 119(d).
0 ❑
❑ ❑
101
N
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
a
❑
❑
❑
❑
❑
a
❑
❑
F
❑
❑
F
❑
❑
0
❑
❑
a
❑
❑
❑
❑
❑
❑
❑
JEnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 13 of 40
Residential Kitchen Lighting Worksheet WS -5R
The Statton Residence 10/27/2008
Project Title Date
At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires
as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately.
Kitchen Lighting Schedule. -Provide the following information for all luminaires to be installed in kitchens.
High Efficacy
Luminaire Type High Efficacy? Watts Quantity Watts Other Watts
(22w)2 ft Fluorescent T8 Elec Yes X No 22.0 x 8 = 176 or
(26w) Compact Fluorescent Triple 4 Pin Yes X No 26.0 x 11 = 286 or
60w Surface Mount Incandescent Yes No X 60.0 x 2 or 120
Yes No x = or
Yes 7 No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No X" . = or
Yes No_ x" = or
Yes No X = or
Yes No , x = or
Yes No x = or
Yes No x _ or
Yes No x = or
Yes No x - or
Total A: 462 B: 120
COMPLIES IF A >_ B YES G7 NO ❑
1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
The Statton Residence 10/27/2008
SYSTEM NAME FLOOR AREA
HVAC- #1 1,150
Number of Systems
1
Heating System
Output per System
50,000
Total Output (Btuh)
50,000
Output (Btuh/sqft)
43.5
Cooling System
Output per System
48,000
Total Output (Btuh)
48,000
Total Output (Tons)
4.0
Total Output (Btuh/sqft)
41.7
Total Output (sgft/Ton)
287.5
Air System
CFM per System
0
Airflow (cfm)
0
Airflow (cfm/sgft)
0.00
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.08
Note: values above given at ARI conditions
:ATING SYSTEM PSYCHROM
26.0 of
Outside Air
86 cfm
80.0 of
NG SYSTEM
11.0 / 77.6 of
Outside Air
86 cfm
72.0/60.5 of
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
I Sensiblel
Latent
CFM
I Sensible
1,024
18,528
2,58
710
22,673
0
2,658
2,337
2,480
-2,480
86
3,578
1,747
86
4,957
2,480
-2,480
2,658
2,337
32,38 4,328 27,345
PAH4VMX/PSH4BF (15SEER)(4Ton) 39,946 0 31,229
Total Adjusted System Output 39,946 0 31,229
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm I Jan 12 am
80.0 of 110.0 of
— S.
Heating Coil
h Return Air Ducts `i
72.0/60.6OF0
55.0/54.1OF
Cooling Coil
h Return Air Ducts `A
Supply Air Ducts
110.0 of
ROOMS
80.0 of
Supply Air Ducts
55.0/54 . 1 of
51:7% R.H. ROOMS
72.0 / 60.5 of
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Paae:15 of 40 1
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
The Statton Residence 10/27/2008
SYSTEM NAME FLOOR AREA
HVAC- #2A/#2B 2,770
Number of Systems
2
Heating System
Output per System
50,000
Total Output (Btuh)
100,000
Output(Btuh/sgft)
36.1
Cooling System
Output per System 56,000
Total Output (Btuh) 112,000
Total Output (Tons) 9.3
Total Output (Btuh/sgft) 40.4
Total Output (sgft/Ton) 296.8
Air System
CFM per System
0
Airflow (cfm)
0
Airflow (cfm/sqft)
0.00
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.08
Note: values above given at ARI conditions
26.0 of
Outside
208 cfm
80.0 of
;DOLING SYSTEM P
11.0 / 77.6 of
Outside Air
208 cfm
72.0/60.5 of
YCHROMETRICS
un n OG
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
I Sensible
Latent
CFM
I Sensible
2,007
36,309
6,054
1,279
40,830
0
5,208
4,209
4,960
-4,960
208
8,618
4,208
208
11,939
4,960
-4,960
5,2081
4,209
65,26T277;,262 51,267
PAH4VMX/PSH4BF (14 SEER)(5Ton) 93,207 0 62,457
Total Adjusted System Output 83,207 0 62,457
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
eam Temperatures at Time of Heatina Peak)
Heating Coil
h Return Air Ducts `S
72.0/60.6OF. 55.0/54.1OF
ft,
Cooling Coil
n
Supply Air Ducts
110.0 of
ROOMS
80.0 of
Supply Air Ducts
55.0/54.1oF
51.7% R.H. ROOMS
72.0 / 60.5 of
h Return Air Ducts
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 16 of 40
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
The Statton Residence 10/27/2008
SYSTEM NAME FLOOR AREA
HVAC- #3 730
ENGINEERING CHECKS 11SYSTEM LOAD
Number of Systems
1
Heating System
Output per System
43,000
Total Output (Btuh)
43,000
Output (Btuh/sqft)
58.9
Cooling System
Output per System
35,400
Total Output (Btuh)
35,400
Total Output (Tons)
3.0
Total Output (Btuh/sqft)
48.5
Total Output (sgft/Ton)
247.5
Air System
CFM per System
0
Airflow (cfm)
0
Airflow (cfm/sgft)
0.00
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.08
Note: values above given at ARI conditions
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
ISensible
Latent
CFM
I Sensible
2,1
1,763
2,480
2,2711 1,109
2,480
1,763
23,045 3,294
PAH4VMX/PSH4BF (15 SEER)(3Ton) 29,460 0
Total Adjusted System Output F29,460 0
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK I Aug 2 pm
13,691
26,857
26,857
Jan 12 ann
HEATING SYSTEM PSYCHROMETRICS
(Airstream Temperatures
at Time of Heating
Peak) I
26.0 OF 80.0 OF
110.OoF
17
Supply Air Ducts
Outside Air
55 cfm
110.0 of
Heating
Coil
ROOMS
80.0 of
80.0 of
Return Air Ducts
DOLING SYSTEM PSYCHROMETRICS
Airstream Temperatures
at Time of Cooling
Peak
111.0/77.6OF
72.0/60.6OF
55.0/54.1OF
310
Supply Air Ducts
Outside Air
55 cfm
Cooling
Coil
55.0 / 54.1 of
51.7% R.H: ROOMS
72.0 / 60.5 of
72.0 / 60.5 of
Return Air Ducts
EnergyPro 4.4 by EnergySoft User Number: 3665
Job Number:
Page: 17 of 40
1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
The Statton Residence 10/27/2008
SYSTEM NAME FLOOR AREA
HVAC- #4 1,145
Number of Systems
1
Heating System
Output.per System
50,000
Total Output (Btuh)
50,000
Output (Btuh/sgft)
43.7
Cooling System
Output per System
48,000
Total Output (Btuh)
48,000
Total Output (Tons)
4.0
Total Output (Btuh/sqft)
41.9
Total Output (sgft/Ton)
286.2
Air System
CFM per System
0
Airflow (cfm)
0
Airflow (cfm/sgft)
0.00
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfm/sqft)
0.08
.Note: values above given at ARI conditions
26.0 of
) ;0
Outside Air
86 cfm
80.0 of
11.0 / 77.6 of
>---;ll
Outside Air
86 cfm
72.0/60.5 of
PSYCHROMETRICS
80.0 of
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
I Sensiblel
Latent
I CFM
I Sensible
1,209
21,871
2,972
662
21,138
0
3,137
2,179
2,480
-2,480
86
3,562
1,739
86
4,935
2,480
-2,480
3,137
2,179
36,667 4,71 25,471
PAH4VMX/PSH4BF (15SEER)(4Ton) 39,946 0 31,229
Total Adjusted System Output 39,946 0 31,229
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
earn Temperatures at Time of Heatina Peak)
110.0 0
Heating Coil
h Return Air Ducts `{
irstream Temperatures at Time of Coolin
72.0 / 60.6 of . 55.0 / 54.1 of
Cooling Coil
A Return Air Ducts `S
Supply Air Ducts
110.0 of
ROOMS
80.0 of
Supply Air Ducts
55.0/54.1OF
51.7% R.H. ROOMS
72.0 / 60.5 of
I
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Paae:18 of 40 1
ROOM LOAD SUMMARY
PROJECT NAME
The Statton Residence
DATE
10/27/2008
SYSTEM NAME
HVAC- #1
FLOOR AREA
1,150
ROOM LOAD SUMMARY
ROOM COOLING PEAK
COIL COOLING PEAK
COIL HTG. PEAK
ZONE NAME
ROOM NAME
Mult.
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
Zone #1
Master Suite
1
1,024
18,528
2,581
1,024
18,528
2,581
710
22,673
PAGE TOTAL 1 1,024 18,528 2,581 710 22,673
TOTAL 1 1,024 18,528 2,581 710 22,673
EnergyPro 4.4 by Energysoft User Number: 3665 Job Number: Page: 19 of 40
ROOM LOAD SUMMARY
PROJECT NAME
The Statton Residence
DATE
10/27/2008
SYSTEM NAME
HVAC- #2A/#2B
FLOOR AREA
2,770
ROOM LOAD SUMMARY
ROOM COOLING PEAK
COIL COOLING PEAK
COIL HTG. PEAK
ZONE NAME
ROOM NAME
Mult.
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
Zone #2
Office
1
279
5,046
832
279
5,046
832
110
3,527
Zone #3
Great Room/Kitchen
1
1,728
31,262
5,221
1,728
31,262
5,221
1,168
37,303
PAGE TOTAL 2,007 36,309 6,054 1,279 40,830
TOTAL 1 2,007 36,309 6,054 1,279 40,830
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: I Page: 20 of 40
ROOM LOAD SUMMARY
PROJECT NAME
The Statton Residence
DATE
10/27/2008
SYSTEM NAME
HVAC- #3
FLOOR AREA
730
ROOM LOAD SUMMARY
ROOM COOLING PEAK
COIL COOLING PEAK
COIL HTG. PEAK
ZONE NAME
ROOM NAME
Mult.
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
Zone #4
Bed #2
1
349
6,309
1,083
349
6,309
1,083
176
5,617
Zone #5
Bed #3
1
331
5,980
1,102
331
5,980
1,102
227
7,237
PAGE TOTAL 1 679 12,289 2,184 403 12,854
TOTAL 1 679 12,289 2,184 403 12,854
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 21 of 40
ROOM LOAD SUMMARY
PROJECT NAME
The Statton Residence
DATE
10/27/2008
SYSTEM NAME
HVAC- #4
FLOOR AREA
1,145
ROOM LOAD SUMMARY
ROOM COOLING PEAK
COIL COOLING PEAK
COIL HTG. PEAK
ZONE NAME
ROOM NAME
Mult.
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
Zone #6
Casita #1
1
578
10,459
1,737
578
10,459
1,737
351
11,213
Zone #7
Casita #2
1
631
11,411
1,234
631
11,411
1,234
311
9,924
PAGE TOTAL 1 1,209 21,871 2,972 662 21,138
TOTAL 1 1,209 21,871 2,972 662 21,138
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 22 of 40
ROOM HEATING PEAK LOADS
Project Title Date
The Statton Residence 10/27/2008
Room Information Desicin Conditions
Room Name Master Suite Time of Peak Jan 12 am
Floor Area 1,150 Outdoor Dry Bulb Temperature 26°FIF
Indoor Dry Bulb Temperature 80°F
Conduction Area U -Value Z�T OF Btu/hr
Sierra Pacific
1,150.0
40.2
4.0
4.0
11.3
321.7
33.8
48.0
15.0
15.0
772.7
11.3
4.0
4.0
4.0
4.0
—28,101-
15.0
8015.0
15.0
20.0
15.0
15.0
15.0
4.0
4.0
4.0
190.0
48.0
erimete=94.5_
x
X
X
x
X
x
X
X
X
x
X
x
X
x
X
x
x
x
X
x
X
X
X
x
X
X
X
X
X
X
X
X
x
x
x
x
x
x
x
54
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
1,552
54
150
54
67
54
67
54
189
54
1,199
54
566
54
881
54
251
54
251
54
54
87.9
189
54
67
54=
67
54
—67-
67x
67
5_4
54
469
251
54
251
54
367
54
251
251
54
251
54
67
67
54
67
54
70
881
—3,725.
Items snown Wim an astensK ( ) aenote conauction tnrougn an Interior surtace to another room.
Page Total: 16,116
Infiltration: [ 1.001 x 1.064 x 1 150 x 17.00 x 0.350 / 60] x W = 6 557
Schedule Air Sensible Area Ceiling Height ACH OT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 22,673
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 23 of 40
ROOM HEATING PEAK LOADS
Project Title Date
The Statton Residence 10/27/2008
Room Information Desicin Conditions
Room Name Office Time of Peak Jan 12 am
Floor Area 228 Outdoor Dry Bulb Temperature 26OF
Indoor Dry Bulb Temperature 80°F
Conduction I Area U -Value OT of Btu/hr
Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 1 2,227
Infiltration: [ 1.00 1 x 1.064 x 228 x 16.00 x 0.372 / 60] x ® = 1 300
Schedule Air Sensible Area Ceiling Height ACH' DT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 3,527
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 24 of 40
228.0
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
0.0250
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
54
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
308
130.0
0.0690
54
484
48.0
0.3400
54
881
6.0
0.3100
54
100
perimeter= 11.5
0.7300
54
453
Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 1 2,227
Infiltration: [ 1.00 1 x 1.064 x 228 x 16.00 x 0.372 / 60] x ® = 1 300
Schedule Air Sensible Area Ceiling Height ACH' DT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 3,527
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 24 of 40
ROOM HEATING PEAK LOADS -71
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name Great Room/Kitchen Time of Peak Jan 12 am
Floor Area 2,542 Outdoor Dry Bulb Temperature 26OF
Indoor Dry Bulb Temperature 80 OF
Conduction Area U -Value AT of Btu/hr
rra
345.0
X
X
X
x
X
X
X
x
X
X
X
X
X
X
X
X
X
X
X
x
X
X
X
x
X
X
X
X
X
X
X
X
X
X
X
x
x
X
X
0.0710
X
X
X
x
X
x
x
x
X
x
x
x
x
x
x
X
x
X
x
x
X
x
x
X
X
X
x
X
x
X
X
X
x
x
X
X
X
X
X
0
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
0
2,197.0
0.0250
54
2,966
610.5
0.0690
54
2,275
19.0
0.3100
54
318
24.0
0.3200
54
415
135.0
0.3300
54
2,406
34.0
0.3400
54
624
96.0
0.3300
54
1,711
4.Q
0.3100
54
67
327.5
0.0690
54
1.220
161.5
0.3100
2,704
96.0
0.3100
54
1,607
79.0
0.0690
54
294
19.0
0.3100
54=
318
24.0
0.3100
54
54
02
24.0
0.3400
441
0
0.31Q0
5-4
-6.7-
.797.5
97.5
0.0690
3 3
perimeter = 117.0
0.7300
54
4.612
nems snown wim an asterisK (-) denote conduction through an interior surface to another room. Page Total: 1 22,809
Infiltration: [ 1.001X 1.064 X 2542 X 15.00 x 0.397 / 60] x ® =14493
Schedule Air Sensible Area Ceiling Height ACH pT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 37,303
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 25 of 40
ROOM HEATING PEAK LOADS
Project Title Date
The Statton Residence 10/27/2008
Room Information Desi n Conditions
Room Name Bed #2 Time of Peak Jan 12 am
Floor Area 360 Outdoor Dry Bulb Temperature 26°F
Indoor Dry Bulb Temperature 80 OF
Conduction Area U -Value OT of Btu/hr
R-21 Wall
360.0
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
0.0710
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
0
=
=
=
=
=
=
=
—
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
0
72.0
0.0690
54
268
48.0
0.3400
54
881
15.0
0.0690
54
56
98.0
0.0690
54
365
52.0
0.3100
54
870
perimeter = 28.5
0.7300
54
1 123
items snown witn an astenSK aenote conaucuon tnrougn an interior surtace to another room. Page Total: 3,565
Infiltration: [ 1.001 x 1.064 x 360 x 10.00 x 0.595 / 60] x 0 = 2 053
Schedule Air Sensible Area Ceiling Height ACH OT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 5,617
EnergyPro 4.4 by EnergySoft User Number: 3665 - Job Number: Page: 26 of 40
ROOM HEATING PEAK LOADS
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name Bed #3 Time of Peak Jan 12 am
Floor Area 370 Outdoor Dry Bulb Temperature 26 OF
Indoor Dry Bulb Temperature 80 OF
Conduction Area U -Value OT of Btu/hr
Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 5 127
Infiltration: L 1.001 X Sensible,
X 370 X 10.00 X 0.595 / 60] x 0 = 2 110
Schedule Air Sensible Area Ceiling Height ACH OT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 7,237
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 27 of 40
242.5
X
x
x
x
X
X
x
x
X
X
x
X
X
X
x
X
X
x
X
X
X
x
x
x
X
X
X
X
X
X
x
X
X
x
X
X
X
X
X
0.0710
X
X
X
x
X
X
x
x
X
X
x
X
X
X
X
X
X
X
x
X
X
X
X
X
X
X
x
x
X
x
x
X
X
x
X
X
x
X
X
0
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
_
=
=
=
=
=
=
0
127.5
0.0250
54
172
235.0
0.0690
54
876
165.0
0.0690
54
615
122.0
0.0690
54
455
48.0
0.3400
54
881
perimeter = 54.0
0.7300
54
2,129
Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 5 127
Infiltration: L 1.001 X Sensible,
X 370 X 10.00 X 0.595 / 60] x 0 = 2 110
Schedule Air Sensible Area Ceiling Height ACH OT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 7,237
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 27 of 40
ROOM HEATING PEAK LOADS
Project Title Date
The Statton Residence 10/27/2008
Room Information Desi n Conditions
Room Name Casita #1 Time of Peak Jan 12 am
Floor Area 705 Outdoor Dry Bulb Temperature 26°F
Indoor Dry Bulb Temperature 80 OF
Conduction Area U -Value Z�T of Btu/hr
1410.0
X
X
X
X
X
x
x
x
x
X
x
x
x
x
x
X
x
X
x
X
X
X
X
x
X
X
X
x
x
x
X
X
X
X
x
X
X
X
X
0.0250
x
x
X
X
X
x
x
x
x
X
X
X
X
x
x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
x
X
X
X
X
X
X
x
54
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
1,904
180.5
0.0690
54
673
40.5
0.3400
54
744
191.0
0.0690
54
712
4.0
0.3100
54
67
4.0
0.3100
54
67
4.0
0.3100
54
67
18.0
0.3400
54
330
301.3
0.0690
54
1,123
4.5
0.3100
54
75
4.5
0.3100
248.4
0.0690
54
--7-5
926
12.5
0.3200
54
216
12.5
0.3200
54
216
items snown wim an astensK aenote conauction tnrougn an interior surtace to another room.
Page Total: 7,193
Infiltration: [ 1.001X 1.064 x 705 x Height
x 0.692 / 60] x ® = 4 020
Schedule Air Sensible Area Ceiling Height ACH OT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 11,213
EnergyPro 4:4 by EnergySoft User Number: 3665 Job Number: Page:28 of 40
M
ROOM HEATING PEAK LOADS
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions -71
Room Name Casita #2 Time of Peak Jan 12 am
Floor Area 440 Outdoor Dry Bulb Temperature 26°F
Indoor Dry Bulb Temperature 80 OF
Conduction Area U -Value Z�T of Btu/hr
Sierra Pacific
197.5
x
x
X
x
x
x
x
X
x
x
x
x
X
X
x
x
x
x
x
x
x
X
X
x
X
X
X
X
X
x
X
X
X
X
x
X
X
x
X
0.0710
X
X
x
x
x
x
x
x
x
x
X
x
X
x
x
x
X
X
x
x
X
x
X
x
x
X
x
x
x
X
x
x
x
X
X
x
x
X
X
54
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
757
880.0
0.0250
54
1,188
85.0
0.0690
54
317
10.0
0.3100
54
167
10.0
0.3100
54
167
10.0
0.3100
54
167
10.0
0.3100
54
167
10.0
0.3100
54
167
2607
0.0690
54
971
33.8
0.3400
54
621
4.0
0.3100
67
21.5
0.3400
54
395
40.0
0.0690
54
149
250.0
0.0690
54=
932
10.0
0.3100
54
54
16.7
167
10.0
0.3100
0.0
0:3100
1.67
167
10.0
0.3100
54
10.0
0.3100
54
167
10.0
0.3200
54
173
10.0
0.3200
17.3
nems snown wim an astensK t oenote conoucnon through an interior surtace to another room. Page Total: I 7,416
Infiltration: [ 1.00 x 1.064 x 440 x 10.00 x 0.595 / 60] x &T = 2 509
Schedule Air Sensible Area Ceiling Height ACH' OT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 9,924
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 29 of 40
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Desion Conditions
Room Name: Master Suite Outdoor Dry Bulb Temperature: 1120F
Floor Area: 1,150 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
opaque surtaces
R-38 Roof
R-21 Wall
R-21 Wall
R-21 Wall
R-21 Wall
Orientation
Area
x
X
X
X
X
x
x
x
x
x
x
x
U -Factor
X
X
X
X
X
x
x
x
x
x
x
x
CLTD 1
N
1,150.0
0.0173
56.0
N
40.2
0.0690
23.0
(E)
321.7
0.0690
33.0
U
772.7
0.0690
26.0
W
190.0
0.0690
33.0
11.3X
18.4=
208
(E
11.0
18.4
22.8
38.0
1,070
(E
9.0
16.4
39.0
31.9
1,392
(E
0.0x
18.4+
15.0X
38.0=
571
D
0.0X
18.4+
15.0X
38.0=
571
U
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
Page I otal
Btu/hr
1,114
64
- 733
1,386
- 433
3 729
Orientation
Shaded
Area
X
x
x
X
x
GLF
+•
+
+
+
+
+
Unshaded
Area
X
X
X
x
x
GLF
=
=
=
=
=
Btu/hr
(N,
0.0x
18.4+
4.0x
18.4=
74
(�
0.0
18.4
4.0
18.4
74
U
0.0x
18.4+
11.3X
18.4=
208
(E
11.0
18.4
22.8
38.0
1,070
(E
9.0
16.4
39.0
31.9
1,392
(E
0.0x
18.4+
15.0X
38.0=
571
D
0.0X
18.4+
15.0X
38.0=
571
U
11.3
18.4
0.0
18.5
208
(�
0.0x
18.4
4.0X
18.5=
74
(�
0.0x
18.4+
4.OX
18.5=
74
Internal Gain
Occupants 2 Occupants X 1 230 Btuh/OCC. _
Equipment 1 Dwelling Units X 1 1,6001 Btuh =
Page Total 1 4,315
Btu/hr
460
1,6001
Infiltration: 1.064 x 1.24 x 81.14 X = 4 285
Air Sensible CFM ELA DT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,5281
Latent Gain
Occupants F 21 Occupants x I Btuh/occ. _
Btu/hr
400
Infiltration: 4,771 x 1.24 x 81.14 x 1 2181
Air Latent CFM ELA n w
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,581
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 30 of 40
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Desi n Conditions
Room Name: Master Suite Outdoor Dry Bulb Temperature: 1120F
Floor Area: 1,150 sf Outdoor Web Bulb Temperature: 78OF
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
opaque aurraces
Orientation Area U -Factor CLTD 1
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
Dr (110
rage I Dial
Orientation
x
x
x
x
x
x
x
x
x
x
x
x
x
X
x
x
x
x18.4
x
x
x
x
x
x
x
x
x
x
x
x
x
+
+
+
+
+
+
+
Unshaded
Area
X
X
X
X
X
x
x
GLF
(�
0.0x
18.4+
4.0x
18.5
U
0.0
18.4
4.0
18.5
U
0.0x
18.4+
28.0X
18.5
(S?
0.0x
18.4+
15.0x
18.5
S)
0.0
18.4
15.0
18.5
S
0.0x
16.4+
20.0X
16.5
S
0.0
18.4
15.0
18.5
S
0.0
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
Dr (110
rage I Dial
Orientation
Shaded
Area
x
X
x
x
x
x18.4
x
-
GLF
+
+
+
+
+
+
+
Unshaded
Area
X
X
X
X
X
x
x
GLF
(�
0.0x
18.4+
4.0x
18.5
U
0.0
18.4
4.0
18.5
U
0.0x
18.4+
28.0X
18.5
(S?
0.0x
18.4+
15.0x
18.5
S)
0.0
18.4
15.0
18.5
S
0.0x
16.4+
20.0X
16.5
S
0.0
18.4
15.0
18.5
S
0.0
18.4
15.0
18.5
S
0.0
18.4
15.0
18.
U
0.0
4.0
18.5
Page Total
Btu/hr
_ 01
Btu/hr
Internal Gain Btu/hr
Occupants 2 Occupants X 230 Btuh/occ. _ 460
Equipment 1 Dwelling Units x 1 600 Btuh 1 600
Infiltration: 1.064 x 1.24 x 81.14 x
Air Sensible CFM ELA Z�T
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,528
Latent Gain Btu/hr
Occupants F 21 Occupants x 200 Btuh/occ. = 400
Infiltration: 4,771 x 1.24 x 81.14 x 0.00454 = 2181
Air Latent CFM ELA n w
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,581
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 31 of 40
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name: Master Suite Outdoor Dry Bulb Temperature: 1120F
Floor Area: 1,150 sf Outdoor Web Bulb Temperature: 78OF
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
Opaque Surfaces -
Orientation Area U -Factor CLTD 1
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Nage Total
Btu/hr
_ 0
Orientation
x
x
x
x
x
x
x
x
x
x
x
x
X
x
x
x
x
X-
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
+
+
+
+
+
+
+
+
+
Unshaded
Area
x
X
x
x
x
x
X
X
X
Page
GLF
=
—
=
=
=
—
=
=
=
Btu/hr
(S
0.0x
18.4+
4.0x
18.5=
74
(S
0.0x
18.4+
4.0X
18.5=
74
(W
0.0
16.4
48.0
31.9
1,530
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Nage Total
Btu/hr
_ 0
Orientation
Shaded
Area
X
x
x
x
x
X-
x
x
x
GLF
+
+
+
+
+
+
+
+
+
Unshaded
Area
x
X
x
x
x
x
X
X
X
Page
GLF
=
—
=
=
=
—
=
=
=
Btu/hr
(S
0.0x
18.4+
4.0x
18.5=
74
(S
0.0x
18.4+
4.0X
18.5=
74
(W
0.0
16.4
48.0
31.9
1,530
Total
1 679
Internal Gain . " Btu/hr
Occu ants 2 Occupants x 230 Btuh/oCC: = 460
Equipment Dwelling Units x 1,600 Btuh = 1,600
Infiltration: 1.064 x 1.24 x 81.14 x 40 = 4 285
Air Sensible CFM EIA ZIST
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,528
Latent Gain
Occupants F 21 Occupants x 200 Btuh/oCC. _
Btu/hr
400
Infiltration: 4,771 x 1.24 x 81.14 x 0.00454 = 2,181
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,581
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 32 of 40
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name: Office Outdoor Dry Bulb Temperature: 1120F
Floor Area: 228 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 720F Outdoor Daily Range: 340F
Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr
R-21 Wall
(�
228.0
x
x
x
x
x
x
x
x
x
x
x
x
0.0173
x
x
x
x
x
x
x
x
x
x
x
x
56.0
=
=
=
=
=
=
=
=
=
=
=
=
221
(�
130.0
0.0690
33.0
296
16.4
39.0
31.9
1,392
U
0.0
18.4
6.0
38.0
228
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Page Total 1 5171
Orientation
Shaded
Area
x
x
x
x
x
x
x
x
x
x
x
GLF
+
+
+
+
+
+
+
+
+
+
+
Unshaded
Area
x
x
x
x
x
x
x
x
x
x
x
Page
GLF
=
=
=
=
=
=
=
=
=
=
=
Btu/hr
Q
9.0
16.4
39.0
31.9
1,392
U
0.0
18.4
6.0
38.0
228
Total
1 1,6201
Internal Gain Btu/hr
Occupants B2 Occupants x 230 Btuh/occ. _ 460
Equipment 1 Dwelling Units x 1,600 Btuh 1,600
Infiltration: 1.064 x 1.24 x 16.09 x 40 = 850
Air Sensible CFM ELA DT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 5046
Latent Gain
Occupants 0 Occupants X I Btuh/occ. _
Btu/hr
400
Infiltration: 4,771 x 1.24 x 16.09 x 0.00454 = 432
Air Latent CFM ELA pw
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 832
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 33 of 40
k SIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Desicin Conditions
Room Name: Great Room/Kitchen Outdoor Dry Bulb Temperature: 1120F
Floor Area: 2,542 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
upaque burraces
*R-0 Floor (F.0.2x .161
R-21 Wall
R-21 Wall
R-21 Wall
Orientation
Area
X
x
X
X
X
X
X
X
X
X
X
X
U -Factor
X
X
X
X
X
X
X
x
X
X
X
X
CLTD 1
Unshaded
Area
345.0
0.0710
0.0
U
2,197.0
0.0173
56.0
U
610.5
0.0690
23.0
(Q
327.5
0.0690
33.0
U
79.0
0.0690
26.0
W
97.5
0.0690
33.0
0.0X
17.0+
96.0X
17.0
U
0.0
18.4
4.0
18.4
(E)
25.2
18.4
136.3
38.0
E
18.0x
18.4+
78.0X
38.0
S
19.0
18.4
0.0
18.5
Items shown with an asterisk (*) denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
rage I otal
Orientation
Btu/hr
Shaded
Area
x
x
X
X
x
X
GLF
+
+
+
+
+
+
Unshaded
Area
X
X
x
x
X
X
GLF
U
0.0
18.4
19.0
18.4
(�
0.0x
16.8+
24.0X
16.8
U
0.0x
17.0+
135.0x
17.0
N
0.0x
16.4+
34.0X
16.4
U
0.0X
17.0+
96.0X
17.0
U
0.0
18.4
4.0
18.4
(E)
25.2
18.4
136.3
38.0
E
18.0x
18.4+
78.0X
38.0
S
19.0
18.4
0.0
18.5
S
0.0
18.4
24.0
18.5
Page Total
Btu/hr
0
2,128
969
746
142
222
4 207
Btu/hr
Internal Gain
Btu/hr
Occu ants
P
2
Occup ants X 230 Btuh/occ. =
P
460
Equipment
1
Dwelling Units X 1,6001 Btuh =
1,6001
Infiltration: 1.064 x 1.24 x 179.36 x =
9,472
Air Sensible CFM ELA DT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
31 262
Latent Gain
Btu/hr
Occupants�2 Occupants X 200 Btuh/occ. =
400
Infiltration: 4,771 x 1.24 x 179.36 x 0.00454 =
4.82
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM
5,221
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:34 of 40
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name: Great Room/Kitchen Outdoor Dry Bulb Temperature: 1120F
Floor Area: 2,542 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
surraces
Orientation Area U -Factor CLTD 1
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Internal Gain
rage I otal
,Shaded Unshaded
Orientation Area GLF Area GLF
(S) 0.0 X 16.4 + 24.0 X 16.5
(� 0.0X 18.4+ 4.0X 18.5
x + x
X + x
X + X
x + x
x + X
X + x
x + x
x + X
x + I Ix
Page Total
Btu/hr
0
Btu/hr
396
74
470
Btu/hr
Occupants 2 Occupants x 230 Btuh/occ. _ 460
Equipment 1 Dwelling Units X 1,6001 Btuh 1 600
Infiltration: 1.064 x 1.24 x 179.36 x 40 = 9472
Air Sensible CFM ELA OT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 31,2621
Latent Gain Btu/hr
Occupants :771F2 Occupants X 200 Btuh/oCC. = 400
Infiltration: 4,771 x 1.24 x 179.36 x 0.00454 = 4,821
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 5,221
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 35 of 40
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
=
=
=
=
=
=
=
=
=
=
=
=
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Internal Gain
rage I otal
,Shaded Unshaded
Orientation Area GLF Area GLF
(S) 0.0 X 16.4 + 24.0 X 16.5
(� 0.0X 18.4+ 4.0X 18.5
x + x
X + x
X + X
x + x
x + X
X + x
x + x
x + X
x + I Ix
Page Total
Btu/hr
0
Btu/hr
396
74
470
Btu/hr
Occupants 2 Occupants x 230 Btuh/occ. _ 460
Equipment 1 Dwelling Units X 1,6001 Btuh 1 600
Infiltration: 1.064 x 1.24 x 179.36 x 40 = 9472
Air Sensible CFM ELA OT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 31,2621
Latent Gain Btu/hr
Occupants :771F2 Occupants X 200 Btuh/oCC. = 400
Infiltration: 4,771 x 1.24 x 179.36 x 0.00454 = 4,821
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 5,221
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 35 of 40
M
12'ESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Desi n Conditions
Room Name: Bed #2 Outdoor Dry Bulb Temperature: 1120F
Floor Area: 360 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F
5urtaces
R-21
Orientation
Area
X
X
X
X
X
x
x
x
X
x
X
X
U -Factor
X
X
X
X
X
X
x
X
X
X
X
x
CLTD 1
=
=
=
=
=
=
=
=
=
Btu/hr
360.0
0.0710
0.0
0
(�
72.0
0.0690
23.0
114
E
15.0
0.0690
33.0
34
W
98.0
0.0690
33.0
223
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
113
Internal Gain
Occupants
Equipment Al
Page Total 1 3721
Shaded Unshaded
Orientation Area GLF Area GLF
(N 0.0 X 16.4 + 48.0 X 16.4
W 11.8x 18.4+ 40.2X 38.0
X + X
X + x
x + X
X, + X
x + X
x + X
X + x
x + x
X + x
Page Total
Occupants X 230 Btuh/occ. _
Dwelling Units x 1,600 Btuh =
Btu/hr
789
1,746
2 536
Btu/hr
460
1,6001
Infiltration: 1.064 x 1.24 x 25.40 x 40 = 1341
Air Sensible CFM ELA
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 6,3091
Latent Gain
Occupants 0 Occupants X 200 Btuh/occ. _
Btu/hr
400
Infiltration: 4,771 x 1.24 x 25.40 x 0.00454 = 683
Air Latent CFM ELA QW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,083
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 36 of 40
yY�SIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name: Bed #3 Outdoor Dry Bulb Temperature: 1120F
Floor Area: 370 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
opaque burraces
*R-0 Floor (F.0.2x .16)
R-38 Roof
R-21 Wall
R-21 Wall
Orientation
Area
X
X
X
X
X
x
x
x
x'
x
x
x
U -Factor
X
X
X
X
X
x
x
x
x
x
x
x
CLTD 1
Unshaded
Area
242.5
0.0710
0.0
N
127.5
0.0173
56.0
U
235.0
0.0690
23.0
U
165.0
0.0690
33.0
W
122.0
0.0690
33.0
Items shown with an asterisk (*) denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
IsDr (11
Nage I otal
Btu/hr
0
124
373
376
278
1,150j
Orientation
Shaded
Area
X
x
x
x
x
x
X-
x
x
x
x
GLF
+
+
+
+
+
+
+
+
+
+
+
Unshaded
Area
x
x
x
x
x
x
x
x
x
x
x
Page
GLF
=
=
=
=
=
=
=
=
=
=
=
Btu/hr
(�
9.0
16.4
39.0
31.9
1,392
Total
1 1,3921
Internal Gain
OccupantsP11 Occupants X 230 Btuh/occ. _
Equipment Dwelling Units X 1,600 Btuh =
Btu/hr
460
1,6001
Infiltration: 1.064 x 1.24 X - 26.11 x = 1,379
Air Sensible CFM ELA ZSIT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 5 980
Latent Gain
Occupants 0 Occupants x 200 Btuh/occ. _
Btu/hr
400
Infiltration: 4,771 x 1.24 x 26.11. x 0.00454 = 702
Air Latent CFM ELA QW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,102
EnergyPro 4.4 by Energysoft User Number: 3665 Job Number: Page: 37 of 40
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Desicin Conditions 771
Room Name: Casita #1 Outdoor Dry Bulb Temperature: 1120F
Floor Area: 705 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
Oaaaue Surfaces Orientation Area U -Factor CLTD 1 Btu/hr
R-21
R-21 Wall
N
1,410.0
x
X
X
X
X
x
x
x
x
x
x
x
0.0173
X
X
X
X
X
x
x
x
x
x
x
x
56.0
(�
180.5
0.0690
23.0
U
191.0
0.0690
33.0
U
301.3
0.0690
26.0
W
248.4
0.0690
33.0
152
U
0.0X
18.4+
4.0X
38.0=
152
U
0.0x
18.4+
4.0X
38.0=
152
U
7.8
16.4
10.2
31.9
454
U
0.0x
18.4+
4.5X
18.5=
83
U
0.0x
18.4+
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
Page I otal
1,366
286
435
541
566
3 193
Orientation
Shaded
Area
x
X
x
x
GLF
+
+
+
+
Unshaded
Area
X
x
x
lxl=
GLF
=
=
=
Btu/hr
N
0.0
16.4
40.5
16.4
666
U
0.0X
18.4+
4.0X
38.0=
152
U
0.0X
18.4+
4.0X
38.0=
152
U
0.0x
18.4+
4.0X
38.0=
152
U
7.8
16.4
10.2
31.9
454
U
0.0x
18.4+
4.5X
18.5=
83
U
0.0x
18.4+
4.5X
18.5=
83
(Wi
0.0x
16.8+
12.5X
33.4=
418
U
0.0x
16.8+
12.5X
33.4=
418
I
Page Total 1 2,579
Internal Gain Btu/hr
Occu ants 2 Occupants
x 230 Btuh/occ. = 460
Equipment , Dwelling Units x 1,6001 Btuh 1 1,6001
Infiltration: 1.064 x 1.24 x 49.75 x 40 = Z627
Air Sensible CFM ELA �T
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10459
Latent Gain Btu/hr
Occupants F 21 Occupants X 200 Btuh/occ. = 400
Infiltration: 4,771 x 1.24 x 49.75 x0.00454 = 1337
Air Latent CFM ELA QW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,737
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 38 of 40
J'R�SIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Design Conditions
Room Name: Casita #2 Outdoor Dry Bulb Temperature: 1120F
Floor Area: 440 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
Opaque Surfaces
R-0 Floor (F.0.2x .16
R-38 Roof
R-21 Wall
R-21 Wall
R-21 Wall
R-21 Wall
Orientation
Area
X
X
X
X
X
X
x
X
X
X
X
X
U -Factor
X
X
X
X
X
X
x
x
X
X
x
X
CLTD 1
=
=
=
=
=
=
=
=
=
=
0.0
197.5
0.0710
19.0
N
880.0
0.0173
56.0
N
85.0
0.0690
23.0
(�
260.7
0.0690
33.0
S
40.0
0.0690
26.0
W
250.0
0.0690
33.0
0.0x
18.4+
4.0X
38.0
4.5
16.4
17.0
31.9
0.0x
18.4+
10.0x
38.13
0.0x
18.4+
10.0X
38.0
Items shown with an asterisk (') denote conduction through an interior surface to another room.
t. Cooling Load Temperature Difference (CLTD)
Fenestration
Internal Gain
Orientation
U
-M-
(N)
N
N
(E
E
E
U
U
rage I otal
Shaded
Area
X
X
X
X
x
X
X
x
GLF
+
+
+
+
+
+
+
+
Unshaded
Area
X
x
x
x
X
X
X
x
GLF
0.0
18.4
10.0
18.4
0.0
18.4
10.0
18.4
0.0
18.4
10.0
18.4
0.0
18.4
10.0
18.4
0.0
18.4
10.0
18.4
7.5
16.4
26.3
31.9
0.0x
18.4+
4.0X
38.0
4.5
16.4
17.0
31.9
0.0x
18.4+
10.0x
38.13
0.0x
18.4+
10.0X
38.0
Page Total
Btu/hr
266
852
135
594
72
569
2.4881
Btu/hr
184
184
184
184
184
963
152
616
380
380
3,4141
Btu/hr
Occupants 2 Occupants X 230 Btuh/occ. _ 460
Equipment 1 Dwelling Units X 1 600 Btuh 1,60
Infiltration: 1.064 x 1.24 x 31.05 x = 1639
Air Sensible CFM ELA
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11411
Btu/hr
Latent Gain
Occupants Occupants X 200 Btuh/occ. 400
=
Infiltration: 4,771 X 1.24 X 31.05 X 0.00454 = 834
Air Latent CFM ELA pW
T GAIN FOR ROOM 1,234
TOTAL HOURLY LATENT HEA
EnergyPro 4.4 by EnergySoff User Number: 3665 Job Number: Page: 39 of 40
r�
'RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
The Statton Residence 10/27/2008
Room Information Desian Conditions
Room Name: Casita #2 Outdoor Dry Bulb Temperature: 1120F
Floor Area: 440 sf Outdoor Web Bulb Temperature: 780F
Indoor Dry Bulb Temperature: 72 of Outdoor Daily Range: 340F
Opaque Surfaces
Orientation Area U -Factor CLTD 1
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
Internal Gain
Occupants
Equipment 1
rage I otal
Orientation
x
x
x
x
x
x
x
x
x
x
x
x
x
X
X
X
x
X
x
x
x
x
x
x
x
x
x
x
x
X
+
+
+
+
+
+
=
=
=
=
=
=
=
=
=
=
=
=
x
X
X
X
X
X
Page
GLF
=
=
(W)
0.0x
18.4+
10.0x
38.0=
(W�
0.0x
18.4+
10.0x
38.0=
(W
0.0x
18.4+
10.0x
38.0=
(W
0.0x
16.8+
10.0x
33.4=
(W
0.0X
16.8+
10.0x
33.4=
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
FxdWdw
Internal Gain
Occupants
Equipment 1
rage I otal
Orientation
Shaded
Area
x
X
X
X
x
X
GLF
+
+
+
+
+
+
Unshaded
Area
x
X
X
X
X
X
Page
GLF
=
=
(W)
0.0x
18.4+
10.0x
38.0=
(W�
0.0x
18.4+
10.0x
38.0=
(W
0.0x
18.4+
10.0x
38.0=
(W
0.0x
16.8+
10.0x
33.4=
(W
0.0X
16.8+
10.0x
33.4=
Total
Btu/hr
0
Btu/hr
Btu/hr
Occupants X 230 Btuh/occ. = 460
Dwelling Units X 1,6001 Btuh = 1,6001
Infiltration: 1.064 x 1.24 x 31.05 x 40 = 1639
Air Sensible CFM ELA �7
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,411
Latent Gain Btu/hr
Occupants F--21 Occupants X I Btuh/occ. = 400
Infiltration: 4,771 x 1.24 x 31.05 x 0.00454 = 834
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 11234
EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:40 of 40
no%Earth Systems
ti Southwest
July 25, 2008
,
Mr. and Mrs. Tim and Kathy Statton
c/o Mr. Peter Frazier
42730 Camelot Road
Temecula, California 92592
Subject: Update of Geotechnical Engineering Report
Recommendations '
Project: Lot 263 (Formerly Lot 360)
Tract 29894-2 at The Hideaway
53-791 Via Strada .
La Quinta, California
79-811B Country Club Dnve
Bermuda Dunes, CA 92203
(760)345-1588
(800)924-7015
FAX (760) 345-7315
File No.: 11481-01
Doc. No.: 08-07-822
CITY OF LA QUINTA
PALFEN DEPT.
VED
FOR CONST UCTION
References: 1. Earth Systems Southwest, Geotechnical Engineering Report for Country Club
of the Desert, La Quinta, California, File No.: 07117-10, Doc. No.: 00-09-772,
dated September 22, 2000,
2. Earth Systems Southwest, Report of Testing and Observations Performed
during Rough Grading for Country Club of the Desert, La Quinta, California,
File No.: 07117-11, Doc. No.: 01-07-718, dated August 28, 2002.
3. South Coast Architects, Inc., Project Plans for Anderson Residence, 53-791 Via
Strada Drive, La Quinta, California, Sheets CS, SP1-SP4, A1.0, A2.0, A2.1,
A2.2, A2.3, A3.0, A3.1, A4.0, A5.0, A6.0,,A6.1, GSN, and SDI-SD4, dated
July 14, 2006.
Dear Mr. and Mrs. Statton:
As requested, Earth Systems Southwest [ESSW] has reviewed referenced geotechnical
engineering report and report of testing and observations during rough grading for purposes of
providing updated recommendations in conjunction with a review of the precise grading plan and
structural plans and details. The subject lot was previously designated as Lot 360 and is
currently designated as Lot 263 under amended Tract 29894-2.
Site Grading.
The subject lot has a minimum 8 feet of fill/native soil that was compacted during rough grading.
The finish grade elevation at the completion of rough grading is approximately 1012 feet. Based
upon our review of the soil testing at the subject tract, performed through June 7, 2001, it is our
opinion that the grading has been performed in general accordance with the project plans and
above referenced geotechnical engineering report. The subject building pad area was prepared
and compacted as part of the overall mass grading. The existing pad, grade of this lot was
moisture conditioned, processed and compacted at the original grade. Since several years have
passed since the finish grading we recommend some remedial effort prior to precise grading and
July 25, 2008 2 File No.: 11481-01
Doc. No.: 08-07-822
building construction. The building pad area should be prepared by removing organic growth
from the pad surface and any irrigation lines that may be in place. The pad should then be
moisture conditioned by the use of sprinklers or rain birds to a depth of 2 feet below the current
pad grade. If isolated soft areas are encountered supplemental compaction will be required to
densify the surface soils prior to placing fill. Compaction should be verified by testing. If a pool
and spa is proposed, depending upon the depth of the pool, supplemental compaction and testing
may be required in the pool bottom.
Irrigation schedules should be strictly monitored and the site should be well drained by use of
area drains and landscaping.
Foundations
The structure foundation can be supported on shallow foundations bearing on a zone of properly
prepared and compacted soils as referenced above under Site Grading. The recommendations
that follow are based on very low expansion category soils.
A representative of ESSW should observe foundation excavations prior to placement of
reinforcing steel or concrete. Any loose soil or construction debris should be removed from
footing excavations prior to placement of concrete.
Conventional Spread Foundations: Allowable soil bearing pressures are given below for
foundations bearing on recompacted soils as described above. Allowable bearing pressures are
net (weight of footing and soil surcharge may be neglected).
➢ Continuous wall foundations, 12 -inch minimum width and 12 inches below grade:
1500 psf for dead plus design live loads
Allowable increases,of 300 psf per each foot of additional footing width and 300 psf
for each additional foot of footing depth may be used up to a maximum value of
3000 psf.
➢ Isolated pad foundations, 2 x 2 foot minimum in plan and 18 inches below grade:
2000 psf for dead plus design live loads
Allowable increases of 200 psf per each foot of additional footing width and 400 psf
for each additional foot of footing depth may be used up to a maximum value of
3000 psf.
A one-third (I/3) increase in the bearing pressure may be used when calculating resistance to wind
or seismic loads. The allowable bearing values indicated are based on anticipated loads.
Minimum reinforcement for continuous wall footings should be two, No. 4 steel reinforcing bars,
one placed near the top and one placed near the bottom of the footing. This reinforcing is not
intended to supersede any structural requirements provided by the structural engineer.
Expected Settlement: Estimated total static settlement, based on footings founded on firm soils
as recommended, should be less than one -inch. Differential settlement between exterior and
interior bearing members should be less than %i -inch, expressed in a post -construction angular
distortion ratio of 1:480 or less.
EARTH SYSTEMS SOUTHWEST
July 25, 2008 3 File No.: 11481-01
Doc. No.: 08-07-822
Frictional and Lateral Coefficients: Lateral loads may be resisted by soil friction on the base of
foundations and by passive resistance of the soils acting on foundation walls. An allowable
coefficient of friction of 0.35 of dead load may be used. An allowable passive equivalent fluid
pressure of 250 pcf may also be used. These values include a factor of safety of 1.5. Passive
resistance and frictional resistance may be used in combination if the friction coefficient is
reduced to 0.23 of dead load forces. A one-third (1/3) increase in the passive pressure may be
used when calculating resistance to wind or seismic loads. Lateral passive resistance is based on
the assumption that any required backfill adjacent to foundations is properly compacted. Active
earth_ pressures against retaining walls may be designed for an equivalent fluid pressure of 35
pcf.
Slabs -on -Grade
.Subgrade: Concrete slabs -on -grade and flatwork should be supported by compacted soil placed
in accordance with Section 5.1 of this report.
Valor Retarder: In areas of moisture sensitive floor coverings, an appropriate vapor retarder
should be installed to reduce moisture transmission from the subgrade soil to the slab. For these
areas, an impermeable membrane (10 -mil thickness) should underlie the floor slabs. The
membrane should be covered with 2 inches of sand to help protect it during construction and to
aid in concrete curing. The sand should be lightly moistened just prior to placing the concrete.
Low -slump concrete should be used to help reduce the potential for concrete shrinkage. The
effectiveness of the membrane is dependent upon its quality, the method of overlapping, its
protection during construction, and the successful sealing of the membrane around utility lines.
The following minimum slab recommendations are intended to address geotechnical concerns
such as potential variations of the subgrade and are not to be construed as superseding any
structural design. The design engineer and/or project architect should ensure compliance
with SB800 with regards to moisture and moisture vapor.
Slab Thickness and Reinforcement: Slab thickness and reinforcement of slabs -on -grade are
contingent on the actual live loads and recommendations of the structural engineer or architect
and the expansion index of the supporting soil. Concrete slabs -on -grade are not typically
designed to accommodate construction loads. Therefore, the owner and design engineer should
discuss the potential adverse effects of construction loads, such as cranes used to lift concrete
panels, on the concrete slabs. Based upon our findings, a modulus of subgrade reaction of
approximately 200 pounds per cubic inch can be used in concrete slab design for the expected
very low expansion subgrade.
Concrete slabs and flatwork should be a minimum of 4 inches thick (actual, not nominal). We
suggest that the concrete slabs be reinforced in accordance with the structural engineer's
recommendations or the mostly adopted building code, which ever is more stringent. Concrete
floor slabs may either be monolithically placed with the foundations or doweled after footing
placement. The thickness and reinforcing given are not intended to supersede any structural
requirements provided by the structural engineer. The project architect or geotechnical engineer
should continually observe all reinforcing steel in slabs during placement of concrete to check
for proper location within the slab.,
EARTH SYSTEMS SOUTHWEST
July 25, 2008 4 File No.: 11481-01
Doc. No.: 08-07-822
Control Joints: Control joints should be provided in all concrete slabs -on -grade at a maximum
spacing of 36 times the slab thickness (12 feet maximum on -center, each way) as recommended
by American Concrete Institute [ACI] guidelines. All joints should form approximately square
patterns to reduce the potential for randomly oriented contraction cracks. Contraction joints in
the slabs should be tooled at the time of the pour or saw cut (1/4 of slab depth) within 8 hours of '
concrete placement. Construction (cold) joints should consist of thickened butt joints with
%Z -inch dowels at 18 -inches on center or a thickened keyed joint to resist vertical deflection at the
joint. All construction joints in exterior flatwork should be sealed to reduce the potential of
moisture or foreign material intrusion. These procedures will reduce the potential for randomly
oriented cracks, but may not prevent them from occurring.
Curing and Quality Control: The contractor should take precautions to reduce the potential of
curling of slabs in this and desert region using proper batching, placement, and curing methods.
Curing is highly affected by temperature, wind, and humidity. Quality control procedures may
be used, including trial batch mix designs, batch plant inspection, and on-site special inspection
and testing.
Seismic Design Criteria
This site is subject to strong ground shaking due to potential fault movements along the
San Andreas and San Jacinto faults. Engineered design and earthquake -resistant construction
increase safety and allow development of.seismic areas. The minimum seismic design should
comply with the 2007 edition of the California Building Code [CBC] and ASCE 7-05 using the
seismic coefficients given in the table below.
2007 CBC (ASCE 7-05) Seismic Parameters
The intent of the CBC lateral force requirementsis to provide a structural design that will resist
collapse to provide reasonable life safety from a major earthquake, but may experience some
structural and nonstructural damage. A fundamental tenet of seismic design is that inelastic
yielding is allowed to adapt to the seismic demand on the structure. In other words, damage is
allowed. The CBC lateral force requirements should be considered a minimum design. The
owner and the designer may evaluate the level of risk and performance that is acceptable.
Performance based criteria could be set in .the design. The design engineer should exercise
special care so that all components of the design are fully met with attention to providing a
continuous load path. An adequate quality assurance and control program is urged during
EARTH SYSTEMS SOUTHWEST
Reference
Seismic Category:
D
Table 1613.5.6
Seismic Class:
D
Table 1613.5.2
Maximum Considered. Earthquake (MCE) Ground Motion ,
Short Period Spectral Response S,:'
.1.50 g
Figure 1613.5
1 second Spectral Response, S I :
0.60 g
Figure 1613.5
Site Coefficient, Fa:
1.00
Table 1613.5.3(l)
Site Coefficient, F,,:
1.50
Table 1613.5.3(2)
Design Earthquake Ground Motion
Short Period Spectral Response, SDs
1.00 g
1 second Spectral Response, SDI
0.60 g
The intent of the CBC lateral force requirementsis to provide a structural design that will resist
collapse to provide reasonable life safety from a major earthquake, but may experience some
structural and nonstructural damage. A fundamental tenet of seismic design is that inelastic
yielding is allowed to adapt to the seismic demand on the structure. In other words, damage is
allowed. The CBC lateral force requirements should be considered a minimum design. The
owner and the designer may evaluate the level of risk and performance that is acceptable.
Performance based criteria could be set in .the design. The design engineer should exercise
special care so that all components of the design are fully met with attention to providing a
continuous load path. An adequate quality assurance and control program is urged during
EARTH SYSTEMS SOUTHWEST
July 25, 2008 5 File No.: 11481-01
Doc. No.: 08-07-822
project construction to verify that the design plans and good construction practices are followed.
This is especially important for sites lying close to the major seismic sources.
Estimated peak horizontal site accelerations based upon a probabilistic analysis (10% probability
of occurrence in 50 years) is approximately 0.505 g for a stiff soil site. Actual accelerations may
be more or less than estimated. Vertical accelerations are typically 1/3 to % of the horizontal
accelerations, but can equal or exceed the horizontal accelerations, depending upon the local site
effects and amplification.
Closing
Except as modified in this report, it is our opinion that the referenced documents are applicable
to the proposed development. We make no representation as to the accuracy of the dimensions,
measurements, calculations, or any portion of the design.
This report is issued with the understanding that the owner, or the owner's representative, has the
responsibility to bring the information and recommendations contained herein to the attention of
the architect and engineers for the project so that they are incorporated into the plans and
specifications for the project. The owner, or the owner's representative, also has the
responsibility to take the necessary steps to see that the general contractor and all subcontractors
follow such recommendations. It is further understood that the owner or the owner's
representative is responsible for submittal of this report to the appropriate governing agencies.
Earth Systems Southwest [ESSW] has striven to provide our services in accordance with
generally accepted geotechnical engineering practices in this locality at this time. No warranty
or guarantee is express or implied. This report was prepared for the exclusive use of the Client
and the Client's authorized agents.
This report is based on the assumption that an adequate program of client consultation,
construction monitoring, and testing will be performed during the final design and construction
phases to check compliance with these recommendations. Maintaining ESSW as the
geotechnical consultant from beginning to end of the project will provide continuity of services.
The geotechnical engineering firm providing tests and observations shall assume the
responsibility of Geotechnical Engineer of Record.
Should you have any questions concerning our report please give us a call and we will be pleased
to assist you.
Sincerely, pFES
EARTH SYS ST
% ~ GCE
c/, s8234g ` �
Q
o3131my rMn
ZD
Craig S. Hill
CE 38234 `'�.qrF cavtti Q�lP
9F L��,�
LTR/j em/csh/aj m
Distribution: 4/Mr. and Mrs. Tim and Kathy Statton
c/o Mr. Peter Frazier
1/RC File
2/BD File
EARTH SYSTEMS SOUTHWEST