05-4329 (SFD)=-�_•. ate. -
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T,iht 4 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: os -:6 -0,0 -04 -329 -
Property Address: 53315 VIA- MALLORCA
APN: 772-420-999-42 -298943-
Application description: - DWELLING'- SINGLE FAMILY DETACHED
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 503691
Applicant: • Architect or Engineer:
Owner:
HARRISON & ELAINE W
2133 KIMBERLY'CIR.
EUGENE, OR 97405
Contractor:
JACOBS HOMES INC, P
P.O. BOX 692
LA-QUINTA, CA 92247
(760)777-9921
Lic.'No.: 799449
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: - 2/03/06
L ENSED'C TRACTOR'S DECLARATION .. --
- - WORKER'S COMPENSATION DECLARATION '
1 hereby affirm under penalty of perjury th lice ed nderprovisions of Chapter'9 (commencing with
Ihereby affirm under penalty of .perjury one of the following declarations:
Section 7000) of Division 3 of the Busine akrri
Prof i als Code, and my License is in full force and effect.
-_ I have and will maintain acertificate of consent to self -insure for workers' compensation, as provided
License Class: B License No:: 799449
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
ate: �e6 tractor.have
issued.
and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNE BUILDER DECLARATION . - -
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exec t from the Contractor's State License Law for the
Carrier HRH INSUR Policy Number 176983305
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _
_ I certify that, in the performagqof the wor or which this permit is issued, -I shall not employ any
-construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so s o becom u ject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the. Contractor's State
and agree that, if I shoul ec e s 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�theor Cod fo i comply with those provisions.that
he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five. hundred dollars ($500).:
Date:.
(_) 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 Professions Code: The
WARNING: FAILURE TO SECURE WORKERS' CO PENSATION COVERAGE IS UNLAWFUL, AND SHALL,
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, -
SUBJECT AN EMPLOYER TO CRIMINAL PENALT S 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
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. -
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
- APPLICANT ACKNOWLEDGEMENT
(_ 1 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 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
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
•`LQPERAIIT
pe ormed under or o owing issuance o tis permit.
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 per it, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the ab i or on iscorrect. 1 agree to comply with all
city and county ordinances and state laws relating to buildi o , and hereby authorize representatives
of this my to enter upon ea thve-mentioned propef p purposes.
ate: Z'%!L Sign re (Apprty licant or Agent): f -
/�
Application Number .
. . . . 05-00004329
Permit . . .
BUILDING PERMIT
Additional desc .
Permit Fee . . .
2051:50
Plan Check Fee
1333.48
Issue Date . . . .
Valuation
503691
Expiration Date
7/30/06
' Qty Unit Charge
Per
Extension
BASE
FEE
2039.50
4.00 3.0000
THOU BLDG
500,0'01-1,000,000
12.00
Permit . . .
ELEC-NEW RESIDENTIAL
Additional desc
Permit Fee
268.75
Plan Check.Fee
'67.19
Issue Date . . .
Valuation
0
Expiration Date
7/30/06
Qty Unit Charge
Per..
Extension
'BASE
FEE
15.00 -
6078.00 .0350
ELEC
NEW RES - 1 OR 2 FAMILY-
212.73'
1301.00 .0200
ELEC
GARAGE OR NON-RESIDENTIAL
26.02
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
7/30/0.6
Qty, Unit Charge
Per
,.
Extension
BASE
FEE _,
15.00
Permit . ...
MECHANICAL
Additional desc
Permit Fee
144.00
Plan Check Fee
36.00
Issue Date-
Valuation
0
Expiration Date .
7/30/06
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
5.00 6.5000
EA MECH
VENT FAN
32..50
1.00 6.5000
----------------------------------------------------------------------------
EA MECH
EXHAUST HOOD
6.50,
n
LQPE%-,IIT
Application Number .. . . . 05-00004329
Permit PLUMBING
Additional desc
Permit Fee 233.25 Plan Check Fee
58.31
Issue Date Valuation .
. 0
Expiration Date 7/30/06
' Qty Unit Charge Per
Extension
BASE FEE
•15.00
25.00 6.0000 EA PLB FIXTURE
150.00
1.00 15.0000 EA PLB BUILDING SEWER
15.00
2.0.0 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.
5816 SQ. FT. SFD. THIS PERMIT DOES NOT
,
'< INCLUDE POOL & SPA,BLOCK WALLS OR '
DRIVEWAY APPROACH.January 31, 2006
3:40:57 PM JJOHNSON A
--- --
---- - - - . ----. - -. _ - - - --- ----------------------------------------
Other Fees '.• ., ART IN PUBLIC PLACES -RES
812.15`
- - DIF COMMUNITY .CENTERS -RESP
74.00
DIF CIVIC CENTER - RES
'480.00
ENERGY REVIEW'FEE.
133.35
" DIF FIRE PROTECTION -RES
140.00 .
GRADING PLAN CHECK FEE
:00
DIF LIBRARIES - RES
1.355.00
DIF PARK MAINT-FAC -•RES
- 22:00
PARKS/REC - RES'.
892.00
STRONG MOTION (SMI) - RES
'
52.48
DIF. STREET MAINT FAC -RES-
67.00
- - DIF TRANSPORTATION. -'RES
1666.00
Fee summary Charged Paid Credited
Due
---------------------------=-----------------•-------------
Permit Fee Total. 2712.50 .00 .00
2712.50•
Plan Check Total 1494.98 .,750.00 .00'
744.98
Other Fee Total 4693.98 .00 .00
4693.98
Grand Total 8901.46 750.00 .00
8151.46
LQPERMIT
Coachella:ValleUnified School'District "
Y This Box For District Use Only
83=733 Avenue 55-: Thermal CA 92274 DEVELOPER FEES PAID'.`,
(760) 398-5909— Fax (760)'398-122.4,:
' AREA:
.AMOUNT
._LEVEL ONE AMOUNT:
- LEVEL TWO AMOUNT:,
�.MITIGATIONAMOUNT:
COMM/IND. AMOUNT:
DATE:.'.. ., -
RECEIPT:. .. '
CHECK #:
' INITIALS: .
CERTIFICATE OF COMPLIANCE
(California Education Code'17620)
Project Name: !Peter Jacobs Homes Inc. _(Reside nce_@.Hideaway) .' Date:: January 24-1,2006
Owner's Name:. - Peter Jacobs. Homes, Inc., Phone No. (760) 880-1761
Project Address:.. 53-3.15, Via Mallorca;: La Quinta, ,CA
Project Description:.' 1,' Single Family Residence;. z
APN: '772-420-999• Tract #i Lot #'s:
Type of Development: Residential XX • :Commercial Industrial
Total Square Feet•of Building Area: ' . 5,817 sq. Ft.
Certification of Applicant/Owners: The person'signing certifies•that the, above information is correct and makes -this statement. under
penalty of perjury and further represents that he/she is authorized t ign'on b if of the owner/developer.
Dated: 01/24/06 Signature:.
t
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 6599$ Approval Prior to 1/1/87 Requirement
Number of Sq.Ft. 5,817 .
-Amount per Sq.Ft.,. $ 2.88
Amount Collected $, 169752.96
Building Permit Application Completed:.Yes/No "
By: Carey M.'Carlson, Asst. Supt.; Business: Services
Certificate issued by: Leticia C..Torres, Facilities Clerk: Signature:
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEM�,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 ofschool fees, mitigation.pay,me'At 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:Goyernment 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-Occopancy. 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 bythe 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.
MVcc/mydocs%devfees/certificate ofeompliance fornitablesl'O IJSL.doc 1/16/03 T '
P.O. BOX 1504
Building, t,,,� 78-495 CALLE TAMPICO
Address S
/
//C7x[�Jj LA OUINTA, CALIFORNIA 92253
Owner
Mailing` '
Address /, L c L
CityZ/^ip y /� / Tel. ,S AIII
Aaaress - I
257-4 . -iq- T 14-1 "4 0,P VW _264 --
City
-6-17
[ / FeeOIJ J - - -•7'79!94 1
State L c. City
& Classif. Lic. #
Arch., Engr.,
Designer ES G SS OC/ S
Address Tel.
7Y— a !773-66D,5'
CRZip State
G O Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to'its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he is* exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars (8500)•
I;; 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, Bulsness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such Improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year or completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
1'1 I, as owner of the property, am, exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
I'] I am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
n Copy is filed with the city. O Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed it the permit is for one hundred dollars ($100) valuation
or less.)
I certify that in the performance of thg work. for which this permit Is issued, I shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT: 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 a0plicant Date
Mailing Address
City, State, Zip
APPLICATION ONLY
BUILDING: TYPE'CONSr/T. OCC. GRP.
A.P. Number �L{ 7- 7 Z 0 g�
Legal Description L 0 7 -
Description
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION
Sq. Ft,No.
Size 6 �%�
No. Dw.
Stories Units
New Add ❑
Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
_
S.M.l. 11n
it - ---,I
Grading 11[
j'_-'—!nS LI III
Driveway Enc. 11
1 11
Infrastructure fuI
Lin °
k 7 %M 111111
Ci 1'Y F1 i nI NIAR `A'^ I
I---'INANCE DEPT:'-°
TOTAL
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION
.. � .. V 1.
EnergyPro 4.0 by EnergySoft Job Number: User Number: 2655
Certificate Of Compliance: Residential (Part 1 of 3) CFA R
ResidenrO
11/29/2005
Date
_Harrison
Project Title
5.3315 Via Mallorca
I a Quinta
Project Address
Building Permit #
Insu-form Inc
(760) 779-0657
Documentation Author
Telephone
Plan Check/Date
FnPravPrn
Complies ce Method
15
Climate Zone
1 Field Check/Date
Source Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating
3.82
2.76
1.06
Space Cooling
57.85
55.01
2.85
Not Valid for permit
Fans
8.35
8.19
0.16
Domestic Hot Water
3.92
5.62
-1.71
applications submitted on or
Pumps
0.00
0.00
0.00
after 01/23/06 because
Totals
73.94
71.57
2036
Energy Budget is based on
Percent better than Standard:
Building Type: (X—] Single Family
❑ Multi Family
Building Front Orientation
Fuel Type:
Fenestration:
❑ Addition
❑ Existing + Add/Alt
(West) 270 deg
Natural Gas
Area: 907 ft 2 Avg. U: 0.39
Ratio: 14.7% Avg. SHGC: 0.37
3.2%
Total Conditioned Floor Area:
Existing Floor Area:
Raised Floor Area:
Slab on Grade Area:
Average Ceilirig Height:
Number of Dwelling Units:
Number of Stories:
BUILDING ZONE INFORMATION # of
Zone Name Floor Area Volume Units
OPAQUE SURFACES Insulation Act.
Type Frame Area U -Fac. Cay. Cont. Azm. Tilt
Wall Nnnp 37A n 17A Nnnp R_9 n 97n P
Dnor None 74 n 5nn Nnnp R-0 0 770 _sQ
Wall None 400 n 17A None R_5 0 _0 P
Wall Nnnp 1q7 0 17A Nnnp R-5 0 -9n P
Wall None 400 0 178 Nnnp R -S 0 180 gn
Floor Wood 'x,]61 n 64 R-19 R-00 _0 1A0
Wall Wnnd 533 a n74 R_18 R-4.9; 770 _P0
Wall Wnnd 7R:1 n n74 R_13 R -4s _n An
Wall Wood 483 a n74 R-13 R-4 5 An 9
Wall Wood 735 n o74 R_13 R_4 5 1 An A
Wall Wnnd 87 0 074 R_1I R-4.9; 775 _P
Rnnf Wnnd 1 181 _Qn9i R_3A R-0 0 _n
Floor Wood 355 n n48 R-1 q R-0 0 n 180
Wall Wnnd 718 0 074 R_13 R-4 S 77n go
Wall
Wall Wood 41 0 074 R_13 R-4 5 14S An
Wall Wood 8n9 0 (174 R_1I R_4 5 n 9p
Wall Wnnd 478 n n74 R_13 R-4 S gn P
Wall Wnnd 30 n n74 R_13 R-4 5 135 P
Wall Wnnd A11 n n74 . R-13 R-4 5 1 gn An
Door None 74 0 500 Nrine R -OA 180 . 90
Wall Wood 17 0.074 R-13 R�4 S _ 5 90
Roof Wood 3 4!44 _n Qq R_38 R-0 0 90 Q
Zone Type.
Cnnditinned--
Conditi�ned
Conditioned .
Thermostat
Type
Spthack—
Sethark
Setback
6,171 ft2
n/a ft2
1,516 ft2
4,655 ft2
9.7 ft
1.00
2
Vent
Hgt. Area
H n/a
8 n/a
n/a
Gains Condition
Y / N Status JA IV Reference Location / Comments
I EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page:3 of 17 1
Certificate Of Compliance: Residential (Part 2 of 3) CF -1 R
Harrison Residence 11/29/2005
Project Title Date
FENESTRATION SURFACES
# Type Area U -Factor' SHGCZ
True Cond. Location/
Azm. Tilt Stat. Glazing Type Comments
_L_
2
Window
Window
Rear
Front
(East) 7 9; 039D NFRC = NFRr
(West) 48.0 0.390 NFRC 0_37 NFRC
An -gj1 New Sierra Pacific Windnws R noorc Rasement
270 90 New Sierra Pacific Windows & Doors Second Floor
3
Window
Front
(West) 9.2 0.390 NFRC 0_37 NFRC
270 90 New Sierra Pacific Windows & Doors Second Floor
4
Window
Front
(West) 4.0 0.390 NFRC 0_37 NFRC
270 90 New Sierra Pacific Windows & Doors Second Floor
5
Window
Left
(North) 3.4 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Second Floor
6
Window
Left
(North) 3.4 0.390 NFRC 0.37 NFRC
0 90 New Sierra Pacific Windows & Doors Second Floor
L
Window
Left
(North) 3.4 0.390 NFRC 0_37 NFRC
_0 _90 New Sierra Pacific Windows & Doors Second Floor
8
Window
Left
(North) 3.4 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Second Floor
6
Window
Left
(North) 3.4 0.390 NFRC 0.37 NFRC
0 -2Q New Sierra Pacific Windows & Doors Second Floor
-M
Window
Rear
(Fast) 96.0 0.390 NFRC 0.37 NFRC
90 90 New Sierra Pacific Windows & Doors Second Floor
It
Window
Rear
(East) 15.0 0.390 NFRC 0.37 NFRC
90 90 New Sierra Pacific Windows & Doors Second Floor
12
Window
Right
(South) 5.0 0.390 NFRC 0_37 NFRC
180 90 New Sierra Pacific Windows & Doors Second Floor
1.3_
14
Window
Window
Ri hg t
Front
(, outFiwest) 18.4 0.390 NFRC JLU NFRC
(West) 54.0 0.390 NFRC 0_37 NFRC
225 --Q New Sierra Pacific Windows & Doors Second Floor
270 90 New Sierra Pacific Windows & Doors Whole House
15
Window
Front
(West) 4.0 0.390 NFRC 0_37 NFRC
270 90 New Sierra Pacific Windows & Doors Whole House
16
Window
Front
(West) 24.0 0.390 NFRC 0_37 NFRC
270 90 New Sierra Pacific Windows & Doors Whole House
17
Window
Rear
(Southeast) 9.0 0.390 NFRC 0_37 NFRC
135 90 New Sierra Pacific Windows & Doors Whole House
18
Window
Left
(North) 104.5 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Whole House
-M
Window
Left
(North) 9.0 0.390 NFRC JLU NFRC
0 90 New Sierra Pacific Windows & Doors Whole House
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1166.
INTERIOR AND EXTERIOR SHADING
# Exterior Shade Type SHGC
window
Hgt. Wd.
Len.
Overhang
Hgt. LExt.
Left Fin Right Fin
RExt. Dist. Len. Hgt. Dist. Len. Hgt.
1
Bug
Screen
0.76
(in.) Cap. Cond. R -Val.
JA IV Reference
Status
Comments
Concrete, Heavyweight
2
Bug
Screen
0.76
8.0
6.0
2.0
0.1
2.0
2.0
3
Bug
Screen
0.76
5.5
1.8
2.0
0.1
2.0
2.0
4
Bug
Screen
0.76
2.0
2.0
2.0
0.1
2.0
2.0
5
Bug
Screen
0.76
2.3
1.5
2.0
0.1
_ 2.0
2.0
6
Bug
Screen
0.76
2.3
1.5
2.0
0.1
2.0
2.0
7
Bug
Screen
0.76
2.3
1.5
2.0
0.1
2.0
2.0
8
Bug
Screen
0.76
2.3
1.5
2.0
0.1
2.0
2.0
9
Bug
Screen
0.76
2.3
1.5
2.0
0.1
2.0
2.0
10
Bug
Screen
0.76
8.0
6.0
2.0
0.1
2.0
2.0
Ti
Bug
Screen
0.76
2.5
2.0
2.0
0.1
2.0
2.0
12
Bug
Screen
0.76
-2.5
2.0
2.0
0.1
2.0
2.0
13
Bug
Screen
0.76
5.5
1.8
2.0
0.1
2.0
2.0
14
Bug
Screen
0.76
9.0
3.0
6.0
0.1
6.0
6.0
15
Bug
Screen
0.76
2.0
2.0
2.0
0.1
2.0
2.0
16
Bug
Screen
0.76
4.0
6.0
2.0
0.1
2.0
2.0
17
Bug
Screen
0.76
6.0
1.5
2.0
0.1
2.0
2.0
18
Bug
Screen
0.76
9.5
11.0
2.0
0.1
2.0
2.0
19
Bug
Screen
0.76
3.0
1.5
2.0
0.1
2.0
2.0
THERMAL MASS FOR HIGH MASS DESIGN
Run Initiation Time: 11/29/05 14:16:05 Run Code: 1133302565
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page:4 of 17
Area Thick. Heat Inside
Condition
Location/
Type
(sf)
(in.) Cap. Cond. R -Val.
JA IV Reference
Status
Comments
Concrete, Heavyweight
376
6.00 28 0_98 0
13-D5
New
Basement / Exterior Mass
Concrete, Heavyweight
400
6.00 28 0.98 2
13-D5
New
Basement / Exterior Mass
Concrete, Heavyweight
392
6.00 28 0_98 0
13-D5
New
Basement / Exterior Mass
Concrete, Heavyweight
400
6.00 28 0_98 0
13-D5
New
Basement / Exterior Mass
PERIMETER LOSSES
Insulation
Condition
Location/
Type
Length
R -Val. Location
JA IV Reference
Status
Comments
Slab Perimeter
15
None No Insulation
26-A1
New
Basement
Slab Perimeter
150
None No Insulation
26-A1
New
Whole House
Run Initiation Time: 11/29/05 14:16:05 Run Code: 1133302565
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page:4 of 17
Certificate Of Compliance: Residential (Part 2 of 3) CF -1 R
Harrison Residence 11/29/2005
Project Title Date
FENESTRATION SURFACES
True Cond. Location/
#
Type
Area U -Factor' SHGCZ
Azm. Tilt Stat. Glazing Type Comments
2(1
Window left
(North) 16 5 0 390mgc 0 37 NFRC _Q qQ New Sierra Pacific Windows & Dnnrs Whole Hnuse
21
Window Left
(North) 6.0 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Whole House
22
Window Left
(North)__.6.8 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Whole House
23
Window Left
(North) 20.0 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Whole House
24
Window Left
(North) 8.3 0.390 NFRC 0_37 NFRC
0 90 New Sierra Pacific Windows & Doors Whole House
25
Window Rear
(East) 48.0 0.390 NFRC 0.37 NFRC
90�9 New Sierra Pacific Windows & Doors Whole House
2k
Window Rear
(East) 7.5 0=390 NFRC -Q37 NFRC
90 90 New Sierra Pacific Windows & Door$ Whole House
27
Window Rear
(East) 152.0 0.390 NFRC 0_37 NFRC
90 90 New Sierra Pacific Windows & Doors Whole House
2E
Window Rear(Fast)
114.0 0.390 NFRC 0.37 NFRC
90 -9Q New Sierra Pacific Windows & Doors Whole House
2S
Window Rear
(, outheast) 20.0 0.390 NFRC JLU NFRC
135 Qn New Sierra Pacific Windows & Doors Whole House
3Q
Window Right
(South) 20.0 0.390 NFRC 0.37 NFRC
180 90 New Sierra Pacific Windows & Doors Whole House
31
Window Right
(South) 4.0 0.390 NFRC 0_37 NFRC
180 90 New Sierra Pacific Windows & Doors Whole House
-32
Window Right
(South) 200 0 390 NFRC 0"37 NFRC
180 _,qQ New Sierra Pacific Windows &Doors Whole House
33
Window Right
(South) 4.0 0.390 NFRC 0_37 NFRC
180 90 New Sierra Pacific Windows & Doors Whole House
34
Window Right
(South) 9.0 0.390 NFRC 0_37 NFRC
180 90 New Sierra Pacific Windows & Doors Whole House
35
Window Right
(South) 8.0 0.390 NFRC 0_37 NFRC
180 90 New Sierra Pacific Windows & Doors Whole House
36
Window Left
(Northeast) 18.0 0.390 NFRC 0_37 NFRC:
45 90 New Sierra Pacific Windows & Doors Whole House
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B.
INTERIOR AND EXTERIOR SHADING
window
Overhang Left Fin Right Fin
#
Exterior Shade Type SHGC Hgt. Wd.
Len. Hgt. LExt. REM. Dist. Len. Hgt. Dist. Len. Hgt.
20
Bug Screen
0.76 5.5 3.0
2.0 0.1 2.0 2.0
21
Bug Screen
0.76 4.0 1.5
2.0 0.1 2.0 2.0
22
Bug Screen
0.76 4.5 1.5
2.0 0.1 2.0 2.0
23
Bug Screen
0.76 5.0 4.0
2.0 0.1 2.0 2.0
24
Bug Screen
0.76 2.9 1.5
2.0 01 2.0 2.0
25
Bug Screen
0.76 8.0 3.0
10.0 0"1 10.0 10.0
26
Bug Screen
0.76 3.0 2.5
2.0 0.1 2.0 2.0
27
Bug Screen
0.76 9.5 16.0
14.0 0.1 14.0 14.0
28
Bug Screen
0.76 9.5 12.0
18.0 0.1 18.0 18.0
29
Bug Screen
0.76 5.0 4.0
2.0 0.1 2.0 2.0
30
Bug Screen
0.76 5.0 4.0
2.0 0.1 2.0 2.0
31
Bug Screen
0.76 2.0 2.0
2.0 0.1 2.0 2.0
32
Bug Screen
0.76 5.0 4.0
2.0 0.1 2.0 2.0
33
Bug Screen
0.76 2.0 2.0
2.0 0.1 2.0 2.0
34
Bug Screen
0.76 4.5 2.0
2.0 0.1 2.0 2.0
35
Bug Screen
0.76 2.0 2.0
2.0 0.1 2.0 2.0
36
Bug Screen
0.76 6.0 3.0
2.0 0.1 .2.0 2.0
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: 11/29/05 14:16:05 Run Code: 1133302565
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page:5 of 17
Certificate Of Comaliance : Residential (Part 3 of 3) CF -1R
Harrison Residence
Ratedl
Tank
Duct
Duct Condition
Ducts
11/29/2005
Project Title
Cooling
Location
R -Value Status
Tested?
Date
Ducted
HVAC SYSTEMS
Outdoors
4.2 New
Yes
Second Floor
Ducted
Ducted
Outdoors
Heating -
Minimum
Cooling
Minimum
Condition Thermostat
Location
Type
Eff
Type
Eff
Status
Type
Basement
Packaged Heat 7.50 HSPF
Packaged Heat Pump
12.0 SEER
New
Setback
Second Floor
VRIPal Furnace
80% AFUE
Split Air Conditioner
12.0 SEER
New
Setback
Whole House
Central Furnace
80% AFUE
Split Air Conditioner
12.0 SEER
New
Setback
HVAC DISTRIBUTION
Hydronic Piping pipe Pipe Insul.
System Name Length Diameter Thick.
WATER HEATING SYSTEMS
Ratedl
Tank
Duct
Duct Condition
Ducts
Location
Heating
Cooling
Location
R -Value Status
Tested?
Basement
Ducted
Ducted
Outdoors
4.2 New
Yes
Second Floor
Ducted
Ducted
Outdoors
4.2 New
Yes
Whole House
Ducted
Ducted
Attic
4.2 New
Yes
Hydronic Piping pipe Pipe Insul.
System Name Length Diameter Thick.
WATER HEATING SYSTEMS
Ratedl
Tank
Energy
Standbyl Tank Insul.
Water Heater
# in Input
Cap. Condition Factor
Loss R -Value
System Name Type Distribution
Syst. (Btu/hr)
(gal) Status
or RE 1
(%) Ext.
A O SMITH FPSH-50-250 Small Gas No Pipe Insulation
3 46,000
50 New
0.62
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
1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor.
For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency.
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)
Name:
Title/Firm:
Address:
Telephone:
Lic. #:
(signature) (date)
Enforcement Agency
Name:
Title/Firm:
Address:
Telephone:
Documentation Author
Name: Joan D. Hacker
Title/Firm: I n su-form. Inc.
Address: 41-921 Beacon Hill, Suite A'
Palm Desert, CA 92211
Telephone: (760) 779-0657
Q
(signare) date)
Certificate Of Compliance: Residential (Addendum) CF -1 R
Harrison Residence 11/29/2005
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. Plan Field
Not Valid for permit applications submitted on or after 01/23/06 because Energy Budget is based on SEER 10.
HERS Required Verification
Items in this section require field testing and/or verification by a certified home energy rater.urider the supervision of a CEC-
eppruveU nr-rca p1Uvraer using t Ct, approvea testing anaror vergicauon memoas anti must oe repor[ea on ine cr-arc
installation certificate.
Plan
Field
The HVAC System 'Basement' incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -
4R.
The HVAC System "Second Floor' incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the
CF -4R.
The HVAC System "Whole House" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the
CF -4R.
t,
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Numbe'r: Page:7 of 17
. Mandatory Measures Summary:' Residential (Page 1 of 2) MF -1 R
NOTE: Low-rise 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 supercedes the items marked with and 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.
NIA
DESIGNER
MENT
Building Envelope Measures
❑X
El
El
§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent Ll -factor in metal frame ceiling.
❑
❑x
❑
§ 150(b): Loose fill insulation manufacturers labeled R -Value:
❑X
❑
❑
§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent LI -factor in metal frame walls (does not
❑
❑X
❑
apply to exterior mass walls).
❑X
❑
❑
•§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor.
❑X
❑
❑
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. closable metal or glass door covering the entire opening of the firebox
❑X
El
El
b. outside air intake with, damper and control, flue damper and control
❑
❑
2. No continuous burning gas pilot lights allowed.
Ez
El
El
§ 150(f): Air retarding wrap installed to comply with -'§1511 meets requirements specked in the ACM Residential Manual.
Q
❑
❑
§ 150(g): Vapor barriers mandatory in' Climate Zones 14 and 16 only.
❑X
❑
❑
§ 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor
❑x
❑
❑
permeance rate no greater than 2.0 perm/inch.
§ 118: Insulation specified or installed meets insulation installation quality standards Indicate type and include
❑
❑
CF -6R Form:
§ 116-17: Fenestration Products, Exterior Doors, and Infiltretion/Exfittration 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 (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
§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission.
❑
❑
§ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
❑
❑X
❑
§ 150(i): Setback thermostat on all applicable heating and/or cooling systems,
❑
Q
❑
§ 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. -
2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external
0
❑
❑
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 -AB 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
❑X
❑
❑
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
❑X
❑
❑
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.
❑X
❑
' ❑
5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance,
❑X
❑
❑
and wind.
6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed
Q
❑
❑
entirely in conditioned space.
7. Solar water -heating systemstcollectors are certified by the Solar Rating and Certification Corporation.
Q
❑
❑.
EnergyPro 4.0 by EnergySoft User Number: 2655 - Job Number:
Page:8 of 17
Mandatory Measures Sum'marv: 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 (7 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 NIA if not. ENFORCE -
applicable. NIA 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 requirementsof the CMC Sections 601, 602, 603, 604, ❑ Q ❑
605, and Standard 6-5; supply -air and retum-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
AI ❑ ❑
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 -
j 1: A thermal efficiency that complies with the Appliance Efficiency Regulations, on -of switch mounted outside of the
Q ❑ ❑
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.
Q ❑ ❑
3. Pool system has directional inlets and a circulation pump time switch...
X❑ ❑ ❑
§ 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 -
X❑ ❑ ❑
Lighting Measures
§ 150(k)l: 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)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C,
❑ X❑ ❑
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
❑ X❑ ❑
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.
❑ X❑ ❑
OR are controlled by an occupant sensor(s) centfied to comply with Section 119(d).
§ 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms
shall be high efficacy luminaires (except closets less than 70 fl) OR are controlled by a dimmer switch OR are
❑ X❑ ❑
controlled by an occupant sensor that complies with Section i 19(d) that does not tum 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
X❑ ❑ ❑
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.X❑
❑ ❑
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 moreX❑
❑ ❑
dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section
119(d).
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number:
Page:9 of 17
Residential Kitchen Lighting'
Worksheet
WS -5R
Harrison Residence
11/29/2005
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 150-0. 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? Wafts
Quantity Wafts
Other Wafts,
(1) 38w Compact Fluorescent 2D Elec
Yes X
No 37.0 .
x 82 = 3.034
or
(2) 2 ft Fluorescent T8 Elec
Yes X I
No 33.0
x 2 = 66
or
(4) 4 ft Fluorescent T8 ElecRO
Yes X1
No I 1 - -,91.0
x 2 = 182
or
50w Low Voltage Halogen
Yes
No X 54.0
x 22 =
or
1,188
Yes
No
x =
or
Yes
No
x _
or
Yes
No
x _
or
Yes
No
x =
or
Yes
No
x -
or
Yes
Nox
=
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:' 3,282
B:
1.188
r
COMPLIES IF A >_ B
YES ® NO ❑
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page' 10 of 17
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
Harrison Residence 11/29/2005
SYSTEM NAME FLOOR AREA
Basement 355
Number of Systems
1
Heating System
Output per System
17,800
Total Output (Btuh)
17,800
Output (Btuh/sqft)
50.1
Cooling System
Output per System
18,700
Total Output (Btuh)
18,700
Total Output (Tons)
1.6
Total Output (Btuh/sqft)
52.7
Total Output (sgft/Ton)
227.8
Air System
CFM per System
600
Airflow (cfm)
600
Airflow (cfm/sqft)
1.69
Airflow (cfm/Ton)
385.0
Outside Air (%)
0.0
Outside Air (cfm/sqft)
0.00
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
ISensiblel
Latent
CFM
I Sensible
17,4171 1 193
CARRIER 38BYCO1833 13,373 3,616 11,117
5.0 kW Supplemental Electric 17,065
Total Adjusted System Output 13,373 3,616 28,182
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 m Jan 12 am
EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak
26.0°F 68.5°F 85.9°F 112.6°F 112.6 OF
Supply Air Ducts
Outside Air
0 cfm 111.1 °F
Heating Coil Aux. Heat Coil Supply Fan
600 cfm ROOMS
70.0 OF
68.5 °F
�% Return Air Ducts 4
DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak
111.0/77.6°F 80.4/66.0°F 59.4/58.20F 59.4/58.2OF
Supply Air Ducts
Outside Air
0 cfm Cooling Coil Supply Fan 61.8 / 59.1 of
600 cfm 51.0% R.H. ROOMS
80.4/66.0°F 78.0/65.3°F
Return Air Ducts I
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page: 11 of 17 1
'HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
Harrison Residence 11/29/2005
SYSTEM NAME FLOOR AREA
Second Floor 1,161
ENGINEERING CHECKS 11SYSTEM LOAD
Number of Systems
1
Heating System
Output per System
70,000
Total Output (Btuh)
70,000
Output (Btuh/sgft)
60.3
Cooling System
Output per System
48,000
Total Output (Btuh)
48,000
Total Output (Tons)
4.0
Total Output (Btuh/sgft)
41.3
Total Output (sgftrron)
290,2
Air System
CFM per System
1,595
Airflow (cfm)
1,595
Airflow (cfm/sqft)
1.37
Airflow (cfm/Ton)
398.8
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.00
Note: values above given at ARI conditions
1EATING SYSTEM PSYCHROMETRICS (Aird
26.0 OF 69.1 OF 69.1 OF
Outside Air #
0 cfm
69.1 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
ISensiblel
Latent
CFM
I Sensible
1,359
24,043
2,086
500
20,963
0
2,515
1,597
0
0
0
0
0
0
0
0
0
2,515
1,597
I29,073 2,086 1 24157
BDP CO. 563AN048-A 33,254 10,238 70,000
Total Adjusted System Output 33,254 10,238 70,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 m Jan 12 am
eam Temperatures at Time of Heating Peak)
110.30F
Supply Fan Heating Coil
1595 cfm
k Return Air Ducts `i
Supply Air Ducts
109.4 of
ROOMS
70.00 F
DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak
111.0/77.6OF 79.5/65.8OF 79.5/65.9OF 59.9/58.8OF
Supply Air Ducts
Outside Air'`
0 cfm Supply Fan Cooling Coil 61.4 / 59.3 of
1595 cfm 51.4% R. H. ROOMS
79.5/65.8 of 78.0/65.4OF
Return Air Ducts I
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Paae:12 of 17 1
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
Harrison Residence 11/29/2005
SYSTEM NAME FLOOR AREA
Whole House 4,655
ENGINEERING CHECKS 11SYSTEM LOAD
Number of Systems
4
Heating System
Output per System
70,000
Total Output (Btuh)
280,000
Output (Btuh/sqft)
60.2
Cooling System
Output per System
48,000
Total Output (Btuh)
192,000
Total Output (Tons)
16.0
Total Output (Btuh/sqft)
41.2
Total Output (sgft/Ton)
290.8
Air System
CFM per System
1,595
Airflow (cfm) .
6,380
Airflow (cfm/sgft)
1.37
Airflow (cfmrrdn)
398.8
Outside Air (%)
0.0
Outside Air (cfm/sqft)
0.00
Note: values above riven at ARI conditions
26.0 OF 69.4 OF
Outside Air
0 cfm
Supply Fan
6380 cfm
69.4 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
Sensible
Latent
CFM
I Sensible
2,912
55,575
5,957
1,150
49,126
0
78.9/65.1OF 78.9/65.2OF
59.2/58.1OF
5,813
3,743
0
0
0
0
0
0
0
0
0
5,813
3,743
67 202 5,9571
56 613
BDP CO. 563AN048-A 133,402 38,630 280,000
Total Adjusted System Output 133,402 38,630 280,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2;M] Jan 12 am
:ream Temperatures at Time of Heating Peak)
69.4 OF EE 110.70F
f,
Heating Coil
Supply Air Ducts
110.1 OF
ROOMS
70.0 o F
Return Air Ducts I
DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures
at Time of Cooling
Peak
111.0/77.6oF
78.9/65.1OF 78.9/65.2OF
59.2/58.1OF
Supply Air Ducts
.ff"
Outside Air
0 cfm
Supply Fan Cooling Coil
60.1 / 58.4 of
6380 cfm
ROOMS
49.7% R.H.
of
78.0/64.9OF
78.9/65.1
Return Air Ducts
EnergyPro 4.0 by EnergySoft
User Number: 2655
Job Number:
Paae:13 of 17
[ROOM LOAD SUMMARY
PROJECT NAME
Harrison Residence
DATE
11/29/2005
SYSTEM NAME
Basement
FLOOR AREA
355
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
Basement
Basement
1
834
14,404
1,193
834
14,404
1,193
340
14,886
PAGE TOTAL. 1 834 14,404 1,193 340 14,886
TOTAL 1 834 14,404 1,193 340 14,886
EnergyPro By EnergySoft User Number: User Job Number: Page:14 of 17
ROOM LOAD SUMMARY
PROJECT NAME
Harrison Residence
DATE
11/29/2005
SYSTEM NAME
Second Floor
FLOOR AREA
1,161
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
Second Floor
Second Floor
1
1,359
24,043
2,086
1,359
24,043
2,086
500
20,963
PAGE TOTAL
TOTAL
1 1;356
24,043 2,086
500
20,963
I 1,356
1 24,043
2,086
500
20,963
EnergyPro By EnergySoft User Number: User Job Number: Page:15 of 17
ROOM LOAD SUMMARY
PROJECT NAME
Harrison Residence
DATE
11/29/2005
SYSTEM NAME
Whole House
FLOOR AREA
4,655
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
Whole House
Whole House
1
2,912
55,575
5,957
2,912
55,575
5,957
1 150
49,126
PAGE TOTAL 1 2,912 55,575 5,957 1,150 49,126
TOTAL 2,912 55,575 5,957 1,150 49,126
EnergyPro By EnergySoft User Number: User Job Number: Page: 16 of 17
ENERGY USE AND COST SUMMARY ECON-1
PROJECT NAME DATE
Harrison Residence 1 11/29/2005
Rate:
Fuel Type:
Rate:
Fuel Type:
STANDARD
PROPOSED
MARGIN
Energy
Use
(kWh)
Peak
Demand
(kW)
Cost
($)
Energy
Use
(kWh)
Peak
Demand
(kW)
Cost
($)
Energy
Use
(kWh)
Peak
Demand
(kW)
Cost
($)
Jan
249
5
50
2
199
2
Feb
159
5
47
4
113
1
Mar
220
9
117
4
103
4
Apr
673
12
499
11
173
1
May
1,861
21
.
1,717
20
144
1
Jun
3,898
22
3,752
22
146
1
Jul
4,734
23
4,670
22
64
0
Augj
4,799
.20
4,749
24
50
4
Sep
3,428
23
3,233
22
195
1
Oct
1,503
18
1,330
17
173
1
Nov
107
4
52
3
55
1
Dec 1
245
3
1 501
21
1 1951
1
Year
21,877
23
FS
20.2661
2
1,6121
-1
Rate:
Fuel Type:
The values shown here are based upon the results of an EnergyPro Compliance energy analysis that uses Title 24 profiles as specified in the Residential
ACM manual.
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page: 17 of 17
STANDARD
PROPOSED
MARGIN
Energy
Use
(therms)
Peak
Demand
(kBtu/hr)
Cost
($)
Energy
Use
(therms)
Peak
Demand
(kBtu/hr)
Cost
($)
Energy
Use
(therms)
Peak
Demand
(kBtu/hr)
Cost
($)
Jan
75
122
83
125
-8
-3
Feb
46
106
55
113
-9
-7
Mar
34
102
43
105
-9
-3
Apr
21
10
29
12
-8
-1
May
20
5
29
7
-9
-2
Jun
19
5
27
7
-8
-2
Jul
18
5
27
6
-8
-1
Auq
18
5
26
6
-8
-1
Se
17
5
25
6
-8
-1
Oct
18
6
27
8
-8
-2
Nov
34
90
42
90
-8
0
Dec
82
117
901
113
-8
4
Year
401
122
FS
502
125
-101
-3
t
Annual Totals
Energy
Demand
Cost
Costs ft
Virtual Rate
Electricity
20,266 kWh
24 kW
0
0.00/s ft
0.00/kWh
Natural Gas
602therms
125 kBtu/h
$ 0
$ 0.00/s ft
$ 0.00/therm
Total
$ I 0
$ 0.00/sgft
The values shown here are based upon the results of an EnergyPro Compliance energy analysis that uses Title 24 profiles as specified in the Residential
ACM manual.
EnergyPro 4.0 by EnergySoft User Number: 2655 Job Number: Page: 17 of 17
• ' ' R F STRUCTURAL CONSULTANTS, INC.
' 75'153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211'
' 4 - PHONE (760) 836-1000 FAX (760) 836-0856
E- MAIL RAYMONDFSTRUCTURAL.COM
NOVEMBERI3, 2006 "` w
4
PETER JACOBS HOMES, INC. Y•
51625 DESERT CLUB DRIVE, SUITE -205 '
LA QUINTA, CA. 92253
_ Y
Attn.: Mr. -BRIAN MONROE .
Re.: THE HARRISON RESIDENCE _ ♦ '
THE HIDEAWAY, LOT # 42-C
53-3.15 VIA MALLORCA
LA QUINTA, CA. L
FOLLOW-UP TO WALK THROUGH •, - . ,
♦ JOB NO.: 4391 • .. ,
DEAR BRIAN
THIS LETTER ADVISES THAT WE HAVE .OBSERVED THE STRUCTURAL
REQUIREMENTS THAT, ARE VISIBLE DURING CONSTRUCTION AT THE TIME OF,
OUR SITE VISIT-.♦ t '
WE BELIEVE THAT THE AS -BUILT CONSTRUCTION AT THE TIME OF OUR VISIT IS
IN GENERAL CONFORMANCE WITH OUR STRUCTURAL PLANS AND RELEVANT
CORRESPONDENCE ISSUED BY OUR OFFICE.
WE OBSERVED THE BUILDING IN ITS FRAMED 'CONDITION PRIOR TO
INSTALLATION OF DRYWALL AND STUCCO. WE OBSERVED THE VISUAL AND
ACCESSIBLE STRUCTURAL REQUIREMENTS. (EXCLUSIONS ARE ITEMS SUCH AS
FOOTING SIZE AND REINFORCEMENT, TOP PLATE -SPLICES, ROOF SHEATHING,
AND ANY STRAPS ABOVE THE ROOF SHEATHING.).lip
,
RESPECTFULLY SUBMITT
•t • �QROFESS/CNS , � - �.
M F
No. 57958 rn. •.
000-0 8N ♦ . ' • , f ,
- J'J9 CAVIL H �Q' - '•
• lFOF CALIFO��
ZEYAD FAQIR, PE �• '
4
' , �• � 1. � , \+ r• ,. , � � ' .. *,. • • , .,, , ' , ` • ,
4 a
Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 .
39-725 Garand Ln., Suite G, Paim DeSert, CA 92211 (760) 772-3893 Fax (760) 772-3895
November 29, 2005 Project No: 5445899
j 05-11-1104
Peter Jacobs Homes, Inc. t k
P. O. Box 356 ..
La Quinta, California 92253 r
Project; Harrison Residence r
53-315 Via Mallorca
The Hideaway -
La Quinta, California
Subject: Geotechnical -Update t
Ref: Report of Observations and Testing .During Fine Crading prepared by Sladden
Engineering dated August 13,2003, Project No. 544-2199, Report No. 03-04-225.
Geotechnical. Update prepared by Sladden Engineering dated February 25, 2003,
Project No. 544-2199, Report No. 03-02-106,
Report of Testing and Observation During Rough Grading prepared by Earth
Systems Southwest dated August 28, 2002, Tile No. 07117-11, Report No. 01-07-718.
Geotechnical Engineering Report prepared by Earth Systems Consultants dated
September 22, 2000, File No. 07117-10, ReportNo. 00-09-772.
As requested, ' we have reviewed the`above referenced geotechnical reports as they relate to the
design and construction of the proposed single family residence. The project site is located at
53-3t5 Via Mallorca within the Aideaway Colf-Club development in the. -City of La Quints,
California. it is our understanding that the proposed residence will be a relatively lightweight
wood frame structure supported by conventional shallow spread. footings and con
grade. crete slabs on
The lot was previously graded, during the rough grading of the Hideaway project site and was
subsequently regraded. The rough grading included overexcavation'of the native surface soils
along with the .placement' of,engineered fill material to construct the building pads. The
regrading included processing the surface soils along with minor cuts and fills tv construct the
individual building pads. Some additional overexcavation was performed in areas where the
building envelopes were reconfigured_ The initial site grading is summarized in the referenced
Report -of Observations and Testing inuring Rough Grading, prepared 'by Earth Systems
Southwest and the subsequent fine grading is summarized in :the referenced Report . of
Observations and Testing Du'ring Fine Grading prepared by our firm.
l d 98b0 M89 'ON/69:8 '1S/00:6 900Z� Z ` '03a,( I 83) 183S30 Wlbd N340d1S WO83
November 29, 2005 -2_Project No. 544-5899
05-11-1104
The 'referenced reports include recommendations pertaining to the construction,of residential,
structure foundations. Based upon our reviewof the referenced reports, it is our opinion that the
structural values included in the referenced grading report remain applicable for the design and
construction of the proposed residential structure foundations.
Because the lot has been previously
graded, the remedial grading required at this time should be
minimal. The building area should be cleared of surface vegetation, s
conditioned prior to precise grading. carified and moisture ,
The exposed, surface should be compacted so that''a
minimum of 90 percent "relative compaction is attained prior to fill placement: Any fill material
should be placed in.thin lifts 'at near optimum moisture content and compacted to at 1east.90
Percent relative compaction:
Allowable Bearing Pressures: The allowable bearing pressures recommended in the grading
report prepared by Sladden Engineering remain applicable. Conventional shallow spread
footings should be bottomed into properly compacted fill material a minimum of 12 inches below
lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad
footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be
designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively: An
allowable increase of 300 psf for each additional 1 foot of width and 300 psf for each additional 6
inches of depth maybe utilized if desired. The maximum allowable bearing pressure should be
3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind
and seismic loading.,
The bearing soils are . non -expansive and fall within. the. "very low" expansion category in
accordance with Uniform Building Code (UBC) classification criteria. Pertinent 1997 UBC
Seismic Design parameters are summarized on the attached data sheet.
If you have questions regarding, this letter or the referenced reports, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
L rn
Brett L. Anderson No: Ggrso 46 '0
Principal Engineer d
*.�. rw\V
•
November 29, 2005 _3_
Project No. 544-5899
` - • 05-11-1104
1997 UNIFORM BUILDING CODE INFORMATION
The International Conference of Building Officials 1997 Uniform Building Code contains.
substantia) revisions and 'additions to the earthquake engineering section in Chapter 16.
7 Concepts contained in the code that will be relevant to construction of the proposed structure are
summarized below.
Ground shaking is expected to be the primary hazard most likely to affect the site, based upon
proximity to significant faults capable of generating large earthquakes. Major fault zones
considered to be most likely to.create strong ground shaking at the site are listed below.
Based on our field observations and understanding of local geologic conditions, the soil' profile
type judged applicable to this site is SD, generally described as stiff or dense soil. The site is
located within UBC Seismic Zone 4, The following table presents additional coefficients and
factors relevant to seismic mitigation for new construction upon adoption of the 1997 code,
Seismic
Source . .
Approximate Distance
Fault Type
)Fault Zone
5- 'From Site
�J
(1997 UBC)
San Andreas
9.8 km
A
San Andreas
1,011.22
7San�acinto
26 kin,
A
Based on our field observations and understanding of local geologic conditions, the soil' profile
type judged applicable to this site is SD, generally described as stiff or dense soil. The site is
located within UBC Seismic Zone 4, The following table presents additional coefficients and
factors relevant to seismic mitigation for new construction upon adoption of the 1997 code,
Seismic
Source . .
Near -Source
Acceleration
Factor, N„
Near -Source
, Velocity - '
Factor, Nv
Seismic
Coefficient
G
Seismic
Coefficient
C.
San Andreas
1,011.22
0.44 Na
0.64 N,
San Jacinto
0.44 N,
< 0.64 N.
S d 9DOL N89 'ON/69: 8 '1S/00: 6 900Z Z ' �Ja ( J-83) 183S30 Wldd N300d1S WOaJ
J
i
S d 9DOL N89 'ON/69: 8 '1S/00: 6 900Z Z ' �Ja ( J-83) 183S30 Wldd N300d1S WOaJ
J