08-0165 (SFD)P.O. BOX •1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: X018=00.000165
T4ht-4 . 4Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Property Address: 80740 VIA PORTOFINO
APN: 777-150-006- - -
Application description: DWELLING - SINGLE FAMILY DETACHED
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 453886
Applicant: Architect or Engineer:
Owner:
SHORERIDGE ESTATES
12012 KNOTT ST STE
ATTN: JOHN PRIEM
GARDEN GROVE, CA 9
Contractor:
Owner
ARCHITECT
Lic. No.: A 92618
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/09/09
--------------------------------------------------------------------- - - - - -- - - - - -- u------------
- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under'penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. - _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: License No.: A 92618 - for.by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date: Contractor: _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
- OWNER -BUILDER DECLARATION insurance carrier and policy number are: .,
1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier ORD Policy Number
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to .. _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as t Deco subje the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - and agree that, if I should om u sect a 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 Code, all r wit mply 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: "(Q _ %�Ck _Applicant?
(_ I 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does.the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within,
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.). `
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License'Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(sl licensed
pursuant to the Contractors' State Lice a w.).
(_) I am exempt under Sec. , B.&P79ythis re
.;. ('0."C7
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury t there is a construction lending agency for the performance of the
work for which this permit is issued IS . 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
WARNING: FAILURE TO SECURE KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER T ) C MI L PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). INA ITI TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE I I R DE, INTEREST, AND ATTORNEY'S FEES. -
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
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.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the abov info anon is ect. I agree to comply with all
city and county ordinances and state laws relating to building st tion, re by authorize representatives
of this county to enter upon the above-mentioned property f ' s tion p r ses.
Date: D�-�`� Signaturd_lApplicant or Agent):
Application Number .
. . . . 08-00000165
------ Structure Information
S,260SF DWELLING/VB/RES-3/CLASS A
-FR -----
Other struct info . .
. . . CODE EDITION 2007CODES
# BEDROOMS
4.00
FIRE SPRINKLERS NO
GARAGE SQ FTG
883.00
PATIO SQ FTG
870.00.
NUMBER OF UNITS
1.00
1ST FLOOR SQUARE FOOTAGE
5260.00
Permit . . . . . :
BUILDING PERMIT
Additional desc .
Permit Fee . . . .
1878.50 Plan Check Fee
1221.03
Issue Date . . . .
Valuation
453886
Expiration Date
7/08/09
Qty Unit.Charge
Per
Extension
BASE FEE
639.50
354.00 3..5000
----------------------------------------------------------------------------
THOU BLDG 100,001-500,000
1239.00
Permit
ELEC-NEW RESIDENTIAL
Additional desc .
Permit Fee
231.76 Plan Check Fee
57.94
Issue Date . . . .
Valuation . .
0
Expiration Date _"
7/08/09.
Qty Unit Charge
Per
Extension'
BASE FEE
15.00
5260.00 .0350
ELEC NEW RES - 1 OR 2 FAMILY
184.10
883,00 .0200
ELEC GARAGE OR NON-RESIDENTIAL
17.66
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
7/08/09
Qty Unit Charge
Per
Extension
-----------------------------------------------------------------------------
BASE FEE
15.00
Permit
MECHANICAL
Additional desc .
Permit Fee . . . .
114.50 Plan Check Fee ..
28.63
LQPERMIT
-
L. rd
Application Number
08-00000165
Permit . . . . . . MECHANICAL
Issue Date ". . . .
Valuation . . .
. 0 ,
Expiration Date
7/08/09
Qty Unit.Charge
Per
Extension
BASE FEE
15.00
3.00 9.0000
EA MECH FURNACE <=100K
27.00
3.00 9.0000
EA MECH B/C <=3HP/100K BTU
27.00
6.00 6.5000
EA MECH VENT FAN
39.00
1.00 6.5000
-----------------------------------------------------------------------------
EA MECH EXHAUST HOOD
6.50
Permit
PLUMBING
Additional desc .
Permit Fee . . . .
229.50 Plan Check Fee
57:38
Issue Date •. . .
Valuation . . .
. 0
_ Expiration Date
-7/08/09
Qty. Unit Charge
Per
Extension
BASE FEE
15.00
26.00 6.0000
EA PLB FIXTURE
156.00 -
1.00 15.0000
EA PLB BUILDING SEWER
15.00 • 1.
1.00 7.5000
EA PLB WATER HEATER/VENT
7.50
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 9.0000
EA PLB LAWN SPRINKLER SYSTEM
9.00
12.00 .7500
EA PLB GAS PIPE>=5
9.00
1.00 15.0000
EA PLB GAS METER
15.00
----------------
Special Notes and Comments
5,260SF DWELLING/VB/RES-3/CLASS A -FR
THIS PERMIT DOES NOT
INCLUDE BLOCKWALLS,
POOL, SPA, WATER FEATURES, OR DRIVEWAY
APPROACH. 2007 CALIFORNIA BUILDING CODE.
APPROVED BY AO FOR JIM JOHNSON.
January 8, 2.009 2:31:43 PM AORTEGA
Other Fees . . . .
. . . ... ART IN PUBLIC PLACES -RES
----------
635.92
DIF COMMUNITY CENTERS -RES
74.00
DIF CIVIC CENTER - RES
995.00
ENERGY REVIEW FEE
122.10
DIF FIRE PROTECTION -RES
140.00
GRADING PLAN CHECK FEE
22.50
DIF LIBRARIES - RES
355.00
DIF PARK MAINT FAC - RES
22.00
DIF PARKS/REC - RES
892.00
STRONG MOTION (SMI) - RES
45.43
DIF STREET MAINT FAC -RES
67.00
DIF TRANSPORTATION - RES
1930.00
LQPERMIT
�y
Application.Number
. . . . .
08-00000165
Fee summary.
Charged
Paid
Credited
Due
Permit Fee,Total
2469.26
.00
.00
2469.26'
Plan Check Total
1364.98
750.00
.00
614.98
Other Fee Total
5300.95
.00
.00
5300.95
Grand Total
9135.19
750.00
.00
8385.19
LQPERMIT -
- ,
Q
P.O. BOX 1504
Building cs i 3v�78-495 CALLE TAMPICO
Address F,elp LA OUINTA, CALIFORNIA 92253
Owner
Mailing
Address I Z o ST S -re-- A'
City Zip Tel.
6AARoer- Ate -CIS I
Contractor ,
DwlvL-QZi?:,uILfn6k OLM
Address
P,5 Svc
City Izip JTel.
& Classif. Lic. #
Arch., Engc,
Designer -'N CQAwF q49
Address Tel.
O SAL
City Nuwe)
State
ZQ 1 tV C Lic. #-%�
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars ($500).
❑ I, as owner of the property, or my employees with wages as their sole compensation, will do
the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes-
sions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon and who does such work himself or through his own employees, provided
that such improvements are not intended or offered for sale. If, however, the building or im-
provement is sold within one year of completion, the owner -builder will have the burden of
proving that he did not build or improve for the purpose of sale).
❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct
the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does
not apply to an owner of property who builds or improves thereon, and who contracts for such
projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec. B. P.C. for is reason
72
DateL Owner
WOR COMPENSATION DECLARATION
I hereby affirm that I h e a ertificate of consent to self -insure, or a certificate of Worker's
Compensation Insurance, r a ertified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with Vcity. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less).
I certify that in the performance of the work for which this permit is issued, I shall not
employ any person in any manner so as to become subject to Workers' Compensation Laws of
California.
Date Owner
NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work
for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter the above-mentioned
property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
WHITE = BUILDING DEPARTMENT
APPLICATION ONLY
BUILDING: TYPE CONST. OCC. GRP.
A.P. Number
Legal Description
Project Description /U�w CiJSTOM .41 r» E
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:
Validated by:—
Validation:
YELLOW = APPLICANT
Date Permit
PINK = FINANCE
Sq. Ft.
Size L %
No.
Stories
No. Dw. I
Units
New A Add ❑
Alter ❑ Repair ❑ Demolition ❑
i
Estimated Valuation
L40 e) PJ
PERMIT
O
O i f o AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading����
Driveway Enc.
I U
"
Infrastructure
I)
flit
I� �9
1u v
BV
�&
TOTAL
REMARKS
Rj
�+
F,o T
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:
Validated by:—
Validation:
YELLOW = APPLICANT
Date Permit
PINK = FINANCE
i
FILE
A *if T �4
44"
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING& SAFETY DEPARTMENT
(760)777-7012
FAX (760) 777-7011
January29, 2009
'Mr. John Priem
Shoreridge Estates, LLC
12012 Knott Street,, Suite A-2
Garden Grove, CA 92841
RE: Plan Review Extension Request — 80740 Via Portofino.
Dear Mr. Priem:
I have reviewed your letter dated January 16, 2009 requesting a time extension
for the application for a single.family dwelling proposed at the above address
submitted under application number 08-0165.
The 2007 California Building Code (CBC), Appendix Chapter .1, Section 105.3.2,
allows the building official to grant more than one extension on applications that
have been "pursued.in good faith." This application was previously extended to
January 12, 2009, after nine months of inactivity.
Your plan review has been completed; however an outstanding plan review
balance exists as detailed below and on the included documents.
08-0165 PI R F D 'I
an eview ee etai
Item
Amount
Energy Review Fee
$122.10
Grading Plan Check Fee
22.50
Building Plan Check Fee
. 1,221.03
Electrical Plan Check Fee
• 57.94
Mechanical Plan Check Fee
28.63
.Plumbing Plan Check Fee
57.38 '
Total.Plan Check Fees
- $1,509.58 4
Less Deposit Paid 1/18/08
-750.00
Balance Due Now
$759.58
Immediate payment of the plan review balance.due will be deemed pursuit in
good faith. Upon receipt of the payment, four things will occur:
•
1. Your payment will be credited against total fees for your permit, reducing
the balance due at issuance to $7,625.61.
2. Your permit will..be reprinted to show the adjusted balance.'
3. Your request for extension will be granted.
4. Your submittal documents will be withheld from destruction.
If payment is not received by Friday, February 27, 2009, I will assume that you
have abandoned this application.
Your letter mentioned the need to complete a subcontractor list. Enclosed for
your use is a blank copy. Please bear in mind that the list must be complete, then
submitted to us and `reviewed and approved prior to permit issuance. A complete
subcontractor list is one that contains entries for all trades that will be involved in
the construction of the dwelling. Permits are.not issued with incomplete lists.
However, a complete, approved list does not prevent you from changing your
mind later and using a different subcontractor than originally approved. We only
require that you provide us with the updated information before the new
subcontractor begins working on the job.
Yours truly,
r f
Greg Butler
Building & Safety Manager `
Enclosures
Jan 16 09 03:10p Rhonda, 7198909272 p.1
jan 16,2009
city of la quinta building division
78-495 calle tampico
la quinta,ca 92253
re:80740 via portofino,la quinta,ca
attn:greg butler
greg,please accept,.this letter as my request for extention for plan check
in regards to the above mentioned property.my understanding is that
the project has been approved by�the building division prior to. the
expiration date, but *permits need to be -pulled prior to the expiration
date.i am in the process of filling out the subcontractor List and plan on
pulling permits within the coming weeks.thanking you in, advance,
jr
pri
shoreridge estates
714-890-9505
ciF
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504 BUILDING & SAFETY DEPARTMENT
78-495 CALLE TAMPICo (760) 777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
November 25, 2008
Mr. Jay S. Crawford
470 Wald
Irvine, CA 92618-4638
RE: Plan Review Extension Request — 80740 Via Portofino.
Dear Mr. Crawford:
I have reviewed your letter dated November 21, 2008 requesting a time
extension for the Plan Review of the single family .residence proposed at the
above address submitted.under Application number 08-0165.
Plan review status: r
Original application date: 01/18/08
180' -'day expiration date: 07/16/08
90 -day extension. date: 01/12/09
Under the provisions of 2007 California Building Code (CBC), Appendix Chapter
1, Section 105.3.2, your request is hereby granted.
Please be advised that unless a building permit for this project is issued on or .
before Monday, January 12, 2009, your application will expire automatically.
Yo rs truly,
Greg Butler
Building & Safety Manager
ARCHITECTURE
JAY -S, CRAWFORD, A.I.A. ;9 2`4 1008
6ITYz;F LAwU1NTA
BUILDINGAND SAFETY
November 21, 2008'
City of La. Quinta
P.O. Box 1504
78-495 Calle "Tampico
La Quinta, 'CA. 92253
Attn: Jim Johnson
Re: ResidentialPlanCheck Extension
80-740 Via Portofino
Plan Check#08-165
`,Ne are esting that the City of La Quinta extend the above mentioned
residential ,plan -check extension due to unforeseen delays from the,project
.consultants.:
Regards;"
Jay .:Crawford,,_ A.I.A.
f.:y 51
-4
? e
a�~W:Tr; �._V e� 10 i rt,-� '•�'-; J.. .°'9t.., i X ,, f8. 'y -`-
tS „r..< lir-- _:��:.�s Yak,
470.WALD, IRVINE, CA•92618-4638.949-453-9893 FAX: 949-453-9895 • JAYQCRAWFORDARCHITECTURE.COM
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
DF.VFI,OPF.R FF.F.S PAID
AREA: ..
AMOUNT
LEVEL ONE AMOUNT:
LEVEL TWO AMOUNT:
MITIGATION AMOUNT:
COMM/IND. AMOUNT:
DATE:
RECEIPT:
CHECK a:
INITIALS:
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Project Name: Sho trer dge Estates LLC
Date: February 6, 2009February 6,
2009
Owner's Name: Shoreridge Estates, LLC Phone No. 714-890-9505
Project Address: 80-740 Via Portofino
LaQuinta, CA 92253
Project Description: Single Family Dwelling
APN: 777-150-006
Tract #:
Lot #'s:
Type of Development: Residential xx Commercial Industrial
Total Square Feet of Building Area: 5,266
Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under
penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer.
Dated: February 6, 2009 Signature:
SCHOOL DISTRICT'S REQUIREMENTS FOR THEOVERCLPROJECT HAVE BEEN OR WILL BE SATISFIED IN
ACCORDANCE WITH ONE OF THE FOLLOWING: , CIE ONE)
Education Code Gov. Code Project
17620 65995 Approval
Note
Number of Sq.Ft. 5,266
Amount per Sq.Ft. $3.78
Amount Collected $19,905.48
Building Permit Application Completed: Yes/No
By: Carey M. Carlson, Asst. Supt., Support Services
Agreement Existing
Prior to 1/1/87
Certificate issued by: Laurie Howard, Secretary III Signature:
Not Subject to Fee
Requirement
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES
Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the
project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 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 administration fees to process the
reimbursement.
5 �
Order No.
`Escrow No. 46-250-02
Loan 'No.
WHEN RECORDED MAIL TO:
SHORERIDGE ESTATES LLC.
12012 KNOTT STREET SUITE A-2
GARDEN GROVE, CA 92841
ATTEN: JOHN PRIEM
DOC * 2007-0443060
07/06/2007.08:00A.Fee:13.00
Page 1 of 3 Doc T Tax Paid
Recorded In Official Records
County of Riverside
Larry U. Ward
Assessor, County Clerk 3 Recorder,
....I'll
III' I
III
I
I
R U -
S,
R
U
PAGE
SIZE DA MISC
LONG RFD COPY
M
A
L
465
426 CO NCOR
SMF NCHG EXAM
:U:NI
T. C
DOCUMENTARY TRANSFER TAX $ .........5 2 2.:-:5 �........................03 Y
XXXXComputed on the consideration or value of property conveyed; OR
...... Computed on the consideration or value less liens or encumbrances THE UNDERSIGNED GRANTOR
remaining at time of sale. Signature of Dedarant or Agent determining tax — Ftrm Name
AP# 77]7-150-006-7 GRANT DEED -
'�'. U�C3 —i 60 -
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
GORDON BAGNE AND DOLORES BAGNE, HUSBAND AND WIFE AS JOINT TENANTS,
hereby GRANT(S) to
SHORERIDGE ESTATES LLC . , _A .LIMITED LIABILITY
the real property.in the City of LA QUINTA:.: .
County of RIVERSIDE
CORPORATION
, State of California, described as
LOT 132 (THE LOT) OF AMENDED. TRACT -'N0..2:989.4=2 AS SHOWN ON A SUBDIVISION
'MAP (THE MAP) RECORDED ON DECEMBER 12,-Z002, IN BOOK 327, PAGES 56 TO 88
INCLUSIVE OF MAPS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER...
(-� ria iY
Dated APRIL; 12, 2007
}
STATE OF CALIFORNIA }ss.
COUNTY OF ORANGE }
On—APRIL 16, 2007 before me,
ANGELINE BEVINS — NOTARY PUBLIC
personally appeared GORDON BAGNE AND
BAGNE -
,Personally known to me (d 4"d f6hr/e/oA ih64"/of �aisiat/tdw
,(Q6ii(Q/i6yto be the person(s) whose name(s) i�are subscribed to the within
instrument and acknowledged to me that to/so/they executed the same
iri t�ts/t�r/th r authorized capacity(ies), and that by hj$/h$r/their signa-
ture(s)' on a instrument the person(s or the entity upon behalf of which -
the person( ) acted, executed the in nt ,
a
WITNESS h�hd`d official s al. =
Signature �I��i,,.""VI'a � .I t t i
MAIL TAX STATEMENT O:
SAME AS .ABOVE
I
gob 0- -a a a a go 16
ANORMlIEVIN
C1101nlWo 1*16M77
N .cameo
21;'mi
�aCP:SeP 2 1Z61d
(This area for official notarial seal)
I j 1002 (1/94)
Feb 03 09 04:41 p Rhonda 7148909272 p.2
HIDEAWAY
OWNERS ASSOCIATION
January 9, 2009
Mr. John Priem
42412 Knott Street Suite A-2
Garden Grove, CA 92841
RE: Priem/Final Design Review
Lot 132 at 80740 Via Portofino
Dear Mr. Priem:
The Hideaway Design Review Committee met to review your submittal of Final Design
plans for your I-Iideaway home. The project is approved for you to start construction
provided the following items are addressed prior to the scheduling of the setback
inspection:
1. The proposed improvements on lot 133 will need to be shown on your plans.
A proper landscape transition from lot to lot will need to be demonstrated.
2. The pool equipment is shown on the landscape plan but not on the site plan.
3. The electric meter will not be screened with the 5' wall; there is no room for
landscaping as the paving goes to the wall. The meter should be moves to the
trash enclosure area.
4. The walls on the architectural plan and landscape plan do 'not match: Stone
cannot be installed on the outside of the property line walls as shown. Only
the wall cap can go beyond the property line wall.
5. The proposed new roof -tile sample was approved for use.
6. Two Quercus are shown in the view corridor on the northwest and northeast
corners.
T On the irrigation plan, the meter size would be'/4" not 1".
8. Please specify that the light fixtures will be low voltage with a maximum of .
25 watts per fixture. .
9. A maximum of 10 uplights would be permitted.
10. Please provide details/materials/and finishes for decorative wood gates, yard
gates and the main motor court gate.
11. Gutters and downspouts are called out on the roof plan (see note 4) but no
materials, location or details are provided.
12. Recessed light fixtures are shown over the garage doors, these are typically
not permitted. It was noted that you do not have any wall fixtures shown.
13. Please verify that you are using a troweled finish for the stucco.
14. Please note on your plans that vents and flues will be minimized..
15: Please provide details for screening the metal flue and cap in the chimneys.
No finish is called out on the metal chimney caps.
80955 Avenue 52
La Quinta, CA -92253
P: 760 393.5210
F: 760 398-5788
CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET
PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT
Farm updated &'effective 11/17/2006
Green Sheet_ approvals are forwarded to the Building & Safety Department directly by Public Works.
Please DO NOT submit the Green Sheet. (Public Works Clearance) Packet to the Public Works Department
until ALL requirements listed below are complete. Incomplete -applications or applications which cannot
be processed will be returned to applicant.
0(1 Date: H —
Tract No.:
Address(s)
Developer: _
Py - Z Tract Name:
go --)tia V
�S LL <
Lot No.(s):
The following are the requirements for Public Works Clearance to authorize issuance of a building permit
from the Building & Safety Department:
CUSTOM HOMES: PROVIDE ITEMS #2 #3 #4.ANb.#5 BELOW
40:
COMMERCIAL. BUIL-DINGS/OTHER• PROVIDE ITEMS #1 #2 #3 A� �W
WALLS: PROVIDE ITEMS #7 BELOW
APR @) 3 2008
•2� SIGNS:. PROVIDE ITEMS #8 BELOW
Devempment Services
1. .Attach Pad Elevation Certificates in compliance .with the approved design elevation for building
pad (maximum allowable deviation of +/- 0..1 foot). Pad Elevation Certificates must be current
(within 6 months of:.current. date).. if 'a precise. grading plan creates the pad for approval; please
withhold green sheet submittal until a Pad Elevation Certificate can be provided..
Attach geotechnical. certification of. grading plan. compliance.
Attach recorded final map showing proposed building locations -are .legal. lots.
4 ttach a completed <1 acre per lot or.infill project Fugitive Dust Control project information form,
PM10 plan &: agreement or provide alternative &. valid City approved RM10 plan set reference
number or hard copy .plana PM 10 plans for commercial & residential. developments (beyond '1 lot)
are submitted separately with -grading, plans & are subject. to additional requirements.
Attach:, an approvedprecise grading plan for the building: location(s). 'AO flood zone developments
will require anapproved flood plain development plan.
6. Attach an approved rough grading plan for the building location(s).
7: Attach wall plan. &. related. approved grading plan. '
8. Attach sign layout/plan.& related precise.grading/iandscape plan.
have reviewed and confirmed the requirements: listed above as presented and find the improvements to
be.suffic'iently complete for construction- of the proposed buildings/structures/walls/signs on the subject.
lot(s). Pursuant to n s, t bove p ojec may be released for building permit- issuance.
Recommended by:Dated: Lt Ld��
Public Works Distribution: (_Green Sheetto Building & Safe:ty counter
(_) Green -Sheet to Community Development
Declined for approval for reason(s) as follow(s), please :correct and resubmit:
t
City of La Quinta - PM 10 Project Information (< 1 acre per Lot or Infill Proieot) Page 1 of 3
Form updated & effective 8/25/2005
105
Project Information
Project Phase
Project Contractor:
c, V- FSTaTES
Fl , SD %A ra�fcr�
Project Phase
Project Name:
(Check One):
[�] Construction
Project Tract Number:
2 a� '601i - a
❑ Demolition
Lot Number(s):
ISO
C>
Anticipated Start Date:
I S - %6
`;
Anticipated
Completion:
Project Street(�
Address:
60--)1-40 Vk^ YoQtc�r'.� o
Total acres in active
construction (< 1 acre
per Lot):
Project Contact
Information
Please Note: Dust control is required 24 hours a day, 7 days a week,
regardless of construction status. Person listed below is responsible
for dust control during business and non- business hours.
Name:
Army MoaJ
Title:
Company, Name:
Mailing Address:
13 qyo N AYi L.U".-T A
City:
e t 7lt N y
State:
C ,A
Zip Code:
0% 12 oto
Primary Telephone
Number:
1(-o - Z!; o - Li 2
Fax:
(oo - ti - -15 %A
24 Hour
Access/Emergency
Phone:
"i(pO - zS0 -tiZ
Cell Phone:
-7 1C, Z o - 1 b
PM 10 Certificate
Number:
O - - L13b
Expanded PM10 plans for commercial and residential developments > 1 acre are required by
the City of La Quinta.
PM 10 (< 1 acre tier Lot or Infill Proiecf)Fugitive Dust Control Plan Page 2 of 3
Plan updated & effective 8/25/2005
This plan shall take into account applicable SCAQMD Rule 403 regulations. Training may be obtained by
contacting SCAQMD (Sharon Zamora - Phone: (909) 396-2183). This plan shall consist of -the following
action items:
WATERING: Continuous watering is required to prevent dust and must occur a minimum of 4
times daily. Water shall be applied to dry soils to stop:
• Visible dust emissions over 20%opacity
• Visible dust emissions that travel over 100 feet.
• Water source % hch water meter at front (south) side of pa'd'-
EDUCATION:
adEDUCAT.ION: Responsible Dust Control Individual and key personnel shall attend SCAQMD PM10
class and obtain PM 10 certificate number prior to construction activity.
❖ WEATHER MONITORING: Wind predictions shall be monitored.
SIGNAGE: Use Coachella Valley, Fugitive Dust Control Plan Handbook Construction Site Signage
Guidelines.
•:• TRAFFIC: Construction traffic shall not be allowed' on the pad, unless absolutely necessary. If
vehicles operate on pad, pad shall be kept'firm and moist through hose watering or sprinklers.
Fugitive Dust. shall be prevented by fencing offsite to prevent unauthorized traffic on pad. 0 5
mph maximum traffic speed).
❖ PARKING: Parking is not allowed on the pad. All vehicles must park on street (at designated
ureas only).
❖ TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public
Works Inspector. (No dirt on public or private roads). Track out shall be cleaned up within one
hour of incident.
4t DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code
grading requirements. Piles shall be..kept moist or covered with tarp material. Larger dirt piles will
require stockpile or grading permit.
FENCING: Provide PM10 fencing. at perimeter of public roads and where applicable. Wood slat
' fencing can,be installed at rear of property and return 20 feet .on either side if HOA restrictions
apply. Block walls can replace PM10 fencing during the construction phase.
EQUIPMENT: Extra hoses and sprinklers shall be maintained on site.
❖ EXCAVATION MEASURES: All areas to be excavated or, graded shall. be pre -watered. Water shall
be applied during_ excavation or grading operations also.
DUMP TRUCKS: Open. top dump trucks to be wet down, moist and tarped prior to leaving site.
+ INACTIVE SITE: Within 10 days of ceasing of activities, 're -vegetate or permanently stabilize as
required.
City of La Quinta - Site Specific Construction Phase PM 10 Agreement Page 3 of 3
Agreement updated & effective 8/25/2005
The signature of the property owner (or authorized representatiye):
Oo Shall act as his/her acknowledgement of dust control requirements and their enforceability,
pursuant to AQMD Rules 403 and 403.1;
❖ Shall constitute and agreement to comply with all project conditions as identified in the approved
dust control plan;
The property owner (or authorized representative)
❖ Acknowledges that dust control is required 24 hours a day, 7 days a week, throughout the period
of project performance, regardless of project size or status;
❖ Shall ensure that each and every contractor/subcontractor and all other persons associated with
the project shall be in continuous compliance with all requirements of the approved dust control
plan;
Shall take all necessary precautions to minimize dust, even if additional measures beyond those
listed in the dust control plan are necessary;
Shall authorize representative of the City/County to enter upon the above mentioned property for
inspection and/or abatement purposes; and
Shall hold harmless the City/County and its representatives from liability for any actions related to
this dust control plan or any City/County initiated abatement activities.
S WvZ(-isle•, x
Sign e o roperty Owner or Authorized Representative
Name
N
Title
Company
�i ATFi L L
y� 3-
Date
N
Q
,53
a
O
N
LL
?� 7o CITY OF LA QUINTA SUB -CONTRACTOR LIST
JOB ADDRESS eo,•'1y0 PERMIT NUMBER OWNERS k9LQt511c;1�S;;a7«
Illia form shall be costed on the iob with the Building 1nsnEctfon Gard a[ ell bmeg (o �nnanirunua nlar
Ordy,persons appearing on this list or their employees are authorized to work,-.
on this fob. My changes to this NO must be aomoved by the A„iltlinn n;.,;.i-n
s
a x r Certificate of ccqpanqy,.
IXORPOZ�=
.OF Building &-.Safety Department. r
;This Certificate is issued pursuant to. the requirements'of Appendiz_Chapter 1, Section 110, of the
2007 California Building Code, _certifying' that,. at .the time. of issuance,R this :structure was in
Tcom F liance with the rovisions of` the 'Building- Code and. the various ordinances of the' -Ci
P P g,
,regulating building construction and/or use.; r
• ° , " BUILDING, ADDRESS: 80-740. VIA PORTOFINO
�.. .a . a,
Use classification: SINGLE FAMILY DWEL` LING
- t. "� r�- , . Building Permit No 08-165
'Occupancy Group R-3 ' `t Type of Construction: VB' *, Land, Use Zone: RILL
ry t
SprinklersInstalled: NO -' , _ . Sprinklers Required:'N_O _ Occupant. Load: 26
t r
a
Owner of Building. SHORERIDGE ESTATES LLC
- 4 r y t -Address: 12012 KNOTT ST STE A-2�
' s City, $T,_ ZIP: GARDEN GROVE, CA 92841
y: STEVE TRAXEL.
Date: MAY 20 2010
Building Official t
POST IN A. CONSPICUOUSPLACE
Title 24 Report for:
PRIEM RESIDENCE
LOT 1.32 TRACT 29+894-2
i LA QUINTA, CA
Project Designer:
i
JAYS. CRAWFORD AIA. i
470 WALD
IRVINE, CA 92618
949-453-9893
Report Prepared By: -
OMID TOI-IIDIAN
BUILDING MECHANICAL SYSTEMS, INC.
410 GODDARD
IRVINE, CA 92618
(949) 453-1999
C1TY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
JobNumber:
DAT lc� BY
r—ef
Date: �sFD
5/3/2010
The EnergyPro Computer program has been used to perform the calculations summarized In this compliance report. This program has approval and is i
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 -. mww.energysoft.com.
EnergyPro 4.4 by EnergySoft Job Number. UsEr Number. 2636
TABLE OF CONTENTS
Certificate Of Compliance a Residential _ (Palrt l & 4) CF -IR
PRI -EM RESI..oEN E
Thermostat
Zone Type
-
Project Title
lone 2 FircjFlnpr
*ew
Date
-LOT...1.32-TRACT-29.8.94_2-IAR1 JINTA....._.----..__
_SteepingS,tat-
........,_.._.._........_._.
Protect Address
;Neu-
;Neu_
New
;Neu-
2R -A4
09-A28
28-A4
DSLA2R
i Building Permit �
Rull_.:...-.949}
453-1999 i Plan Check/Date
Author
New..______
.0grA28
Telephone
-Enei��/�LQ___...._
21-A2__
_.�. __--.� ,.___.. CA_CLjn�iP 0nP_ 15 FieldChech/Date
Compli nee Method
.02-A28.___.___.
7n-ne0 SerondFlooL-_-------.
Climate Zone
TDV
Standard
Proposed
Compliance
(4Bfu/sf-yr
Design
Design
. <IVlar R _�
�-2.27.
Space Heating
2.36
4.64
Space Cooling
56.27
51.20
5.07
Fans
8.00
7.71
0.29
Domestic Hot Water
4.59
4.97
-0.38
Pumps
0.00
0.06
_-0.06_
Totals
71.22
68.58
2.64
Building Type:X, Single Family
_i Multi Family
Building Front Orientation:
Fuel 'Type:
Fenestration:
F-1 Addition
G Existing + Add/Alt
(S) 180 deg
Natural Gas
Area: 767 ft2 Avg. U: 0.38
Ratio: 14.9% Avg. SHGC: 0.25
BUILDING ZONE INFORMATION
Zone Name
Res..H.VAC..______
Res: h1VAC____.__._
Total Conditioned )Floor Area:
Existing Floor Area:
Raised Floor Area:
Slab on Grade Area:
Average Ceiling Height:
Number of Dwelling Units:
Number of Stories:
# of
Floor Area Volume Units
1 `w -15 020 .-0-29-
2-716 27.160 -A52-
1,048 x.432 0.22
60AG1t9E SURFACES Insulation Act.
Type Frame Area U -Fac. Cay. Cont. Azm. Tilt
Eaof_ 1(ynnd 1 935 0 02 R_38 -JR=0-0--__0_.x_._.-.0
WA- 19Lond_ iq7 n n54 R -30X00- --_.180. ! 90
-Wall W d_ 232 n.n54 -6-39
1Ma11 Wnnd 179 nn 054 _ R-30 R-0 0 __270.._!_90
Wall Wood_ 732 -0 054. -R-30_-P-0.0_ _-_.90_:__._..90
Roof Wond __J.212_ 0A4R ___R-1.9 .._6-00.. -__-0_=-0
.Roof Wnnd -_ _123 ___0.028..-R-38_ _R0.0_ n L__0
0-0_0_ _ Ins- 9n
D.00r___ Nooe_ ___._._-.48, _0.500_ __NMe. R-0.0_ iRs QO
-Wall Woad- _-__866..__0.05.4. ,_,_E 30_.R::OO qr) gn
Door__ None__ _..0.5.00. ,_.None -_0 0 _SII Q
Wall Wood- _ _A92 _0.054__._R-30_._730.0_,180 -9D
Wall Wnnd _ 273 0.0,54_ R;32 _F0.0_ ._._270,_'..._-.9D
MLall_. Wnnd _359 0_054 R -30__g-0 0_.___,0j___90
Floor Wnnd49 0.071 0._11 500. 0:.'..__180
-Roof. Wand 1 048 0028 _ R^38 R-0.0 _Q -0
ANall_ Wnnd 32R n 054 R_30 R -n o _180.0
_Wall. - . Wood_ 419 0054.000 -n 0_ n_ 90
.Wall... _.. Wwd-- ._--.-3Z8 n 054. R-10 -Q 0 270 _90
.Wall.....,.. Wood,.--- - 200 00544 R-30 R-0 0 90 90
......... _.......:......_.._..
I
5,266 ft2
n/a ft2
49 ft2
4,218 ft2
9.8 ft
1.00
2
Vent
Hgt. Area
8 _-.n/a
n/a
Gains Condition
Y / N Status JA IV Reference Location / Comments
:Nebo_..,......_.__ .024
Ne%v ___.__ D9_A
NebY __ 119:
NBW___
Thermostat
Zone Type
Type
02-A22
lone 2 FircjFlnpr
*ew
Loy ingStat_
Zone -2 -First -Floor -
_SteepingS,tat-
5,266 ft2
n/a ft2
49 ft2
4,218 ft2
9.8 ft
1.00
2
Vent
Hgt. Area
8 _-.n/a
n/a
Gains Condition
Y / N Status JA IV Reference Location / Comments
:Nebo_..,......_.__ .024
Ne%v ___.__ D9_A
NebY __ 119:
NBW___
-QQ-A2R
7nne 1i�First Flonr
;New
02-A22
lone 2 FircjFlnpr
*ew
02-A2R
Zone -2 -First -Floor -
Npw
09-A3
zone 7 first Finnr
;Neu-
;Neu_
New
;Neu-
2R -A4
09-A28
28-A4
DSLA2R
Znne.2_Eirst.F ca
7nn - 2, First Flnrar
ZnnP 2 First Floor
lone 2 First Flnnr
--
Nert- _,_,_-
e9 -A28
7nn _ 2„First Finor
New..______
.0grA28
7nne 2 First Flnor -�_-_-
�New.-____
21-A2__
Zone Se=d Finor
New-_
.02-A28.___.___.
7n-ne0 SerondFlooL-_-------.
Zone3
Neim-_.__..09-A28,_....._.__.
7one3_SsconciElonr_._..__.__...._.._...__.
;Nerd 99-A28___.-,.__.._,._ T_one.3-Second.0oor_..
..NE1y Ei28 _-__._..._.._. Zone_3-Second_Floor
------- - ---__........._....,...._..._..._-_.--
stun Initiation Time: 05/03/10 09:47:29 Run Code, _1272905249 _�___ __,. __ •..
j EnergyPro 4.4 by EnergySoft User Number. 2936 -_ - - Job Number _ Page 3 of 17
Ceriffieate Of COM21eance e Residential (Part 2 of 4) CF -TR
PRIEM RESIDENCE 51312010
Project Title Date
FENESTRATION SURFACES
Window
Hgt. IWd.
_ Overhan
Len. Hgt_LExttRExt.
� Left. Fin - _Right Fin.
Dist_ Len Dist - Len. Hgt.
1
Bug Screen
0.76
(in.) Cap. Cond. R -Val.
JA IV Reference
Status
True
Cond.
Location/
#
Type
Area U -Factor' SHGC2
Azm. Tilt
Stat. Glazing Type
Comments
1_-
-Wind-w-awt (S
77 5_
--o-aw NFRc o 9 -NERC X80_
80 0. 8.0
_34. Ne" Double-NonMt1-L0W.-E...-:...-___-_-___--Zone._I_Eirst-Elmr
4
2
Window Rear (N)_
48.0
0.380 NFRC 0.25 NFRC
0
90 New
Double NonMtl LOW -E
Zone 1, First Floor
2
Window Rear_t L
27.5
QJ3W NFRC Q.25 NFRC
0
90 New
Double Nonhltl LOW -E
Zone 1, First Floor
4
Window Left -__LW__)
46.0
0.380 NFRC 0_25 NFRC
270
90 NeWw
Double NonMU LOW -E
Zone 9 First Floor -
5
_Window Right__�E-L
92_5
0.380 NFRC 0.25 NFRC
90
90 New
Double NonMtl LOW -E
_ Zone 1 Frst
User Number. 2936
9
-0.3$0.NEK -.OZ MEEK -92
90 New
Double NonMU LOW -E
Zone 2 1_irst FIo4r _.,_._- _
_
10
-RERG 180
90 Nets
Double lmILLl QW -E
Zone, First F(Qor,_ _,_
8
Window Front (S)
35.0
0.380 NFRC 0.25 NFRC
180
90 New
Double NonMll LOW -E
- Zone 2, First Floor
.9..
WinA.RW 1,.eit.-._Lwl
.-..33:0
_._Q..399 NFRC 0 26 .NE-- --270-
9Q ILv�Oouke!3UJ
4W_E ZvRe_2�FiltFloa� -----.
10
Wirtd9ty-Left--(W-J
-2_4,0
0,381 BE_RC 0,25 AERG _270
--_ 0.76
90 New Double onMIt LQVV-Ei�t
FlgeL
11
Window Rear -__(NL
11.2
0:380 NFRC 0.25 NFRC
0_
90 N %, -.f
Do�bte Non 0 LOMI,E
_Zone_2-Firsf F�ov7 -.
Z2
Wi�dor� Rear ._,(N)_
32_0.
0.380 NFRC 0.25 NFRC
0
90 New
Double NonMtI LOW -E_
Zone 2y First Floor --
13
_W1ndovL-Rear..-..(N.)_
X8:0.
-0.380 NERC 0.25 .L RC -_0,.
---qQ. Nes^t_Double
filo0,,RA ,.L0 - E---,_._-.Zone2-FirsLFJoor
17
14
Window Re
160.0 160.0
0.380 NFRC 0_25 NFRC
0
90 New
Double NonMU LOW -E
Zone 2. First Floor •_i
15
Window Front _-LSA_
59.0
0.380 NFRC 0_25 NFRC
180
90 New
Double NonM.0 LOW -E
Zone 3. Second Floor
1f
Window Rear (N)
31.0
0.380 NFRC 0=25 NFRC
0
90 New
NonMU LOW -E
- -
3, Second Floor
17
Window Left -(_W1
10.0
0.380 NFRC 0_25 NFRC
270
90 New
Double NonMII LOW -E_
_-__Zone
Zone 3. Second Floor
18
Window Right (E)..
- 30 _Q
0.380 NFRC . 0.25 NFRC
90
_90„ Nev.,
_ Double NonMtl_IOW-E__-_..-._..__._•
_Zone 3. Second Floor
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
THERMAL
Window
Hgt. IWd.
_ Overhan
Len. Hgt_LExttRExt.
� Left. Fin - _Right Fin.
Dist_ Len Dist - Len. Hgt.
1
Bug Screen
0.76
(in.) Cap. Cond. R -Val.
JA IV Reference
Status
2
Bug Screen
0.76
8A-6.0
New _
8.0 0.1 8.0
_ _ _ _
_ 8.0
3
Bug Scree n _ _ --
0.76
5.6
5i1
.0
80 0. 8.0
8.0
4
Bu9 Screen ._._.-...-
-
_ 0.76
Location/
Type
Length
5-
Bug Screen__ -
0.76
Comments
- _
Slab Perimeter --__ _
_ 158
None No. Insulation
6
Bug Screen--
0.76
4.0
&0
-20-0 0_1 _20--9
_20:Q ---- - -- .- _. ---- -- --
7
Bug Screen -
0.76
8.0
6.0
4.0 0.1 4.0
4.0
8
Bug Screen
0.76
._........__-.--
i EnergyPro 4.4 by EnergySolt
User Number. 2936
9
Bug Screen
0.76
_
10
Bug Screen
0.76'
4.0
6.0
22.0 0.1 22.0
22.0
11
Bug Screen
0.76
4.6
26
22.0 0.1 220
22.0
12
- -
Bug Screen
0.76
_ -
13Bug
Screen _ .....-- ---
--_ 0.76
8.0
_
6.0
22.0 0.1 22.0
.� _..
22,0
14
Bug Screen _-
0.76
_
10.0
_ .
18.0 0.1. 18.0
.
18.0
15
Bud Screen
0.76
_16_0
_
16
- --
Bug Screen ____--__--
0.76
17
Bug Screen __.__..
0.76
98
.. ...
_. _.._.._....-,-0,-,-76-
Bug_Scteen......__...........,_-_-... _
-.-.-,-7 -
-__0.76
_. �_-.- --_-._
__-•-- -- _-.-_ _._....
.-..__ __....._..... ._._.-
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick. Heat Inside
Condition
Location/
type
(sf)
(in.) Cap. Cond. R -Val.
JA IV Reference
Status
Comments
Cori_ ight_,.._ ..
1 502
... 4.00 -_28 0..98 _ 0
26-A1 _ _
-'
New _
Zone 1. First Floor /_Slab on Grade _
Concrete, H_eavMepeight
2 716
_ 4.00 _ 28 _0,98 �0-
26`A7 �-_ -
_
New _
Zone 2, First Floor,/ Slab on Grade
PERIMETER LOSSES
Insulation
Condition
Location/
Type
Length
R -Val. Location
JA IV Reference
Status
Comments
- _
Slab Perimeter --__ _
_ 158
None No. Insulation
26-A1 --.__
filew -Zone
1, -First Floor -- ------
Slab Perimeter _ _
--213
None No Insulation
26-A1
New
Zone 2. First Floor
_...._....._...._-_-__.:.._... :... ..............._............._.
tdun.lnitea4ion Ylovoe_OSl03l1.0-09..47.29, Run Code:__9272905249....--•-----•---_..__._.........._......._
._........__-.--
i EnergyPro 4.4 by EnergySolt
User Number. 2936
Job Number.
Page:4 of t7 ;
Certificate Of Compliance 0 Residential (Part 3 of 4) CF -1 R
PRIEM RESIDENCE
Pr+�)ec�'Pitle
513/2010
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
Res HVAC
Central Furnace
80%AFUE
Split Air Conditioner
_
13.0 SEER New
Setback
Res HVAC
Central Furnace
80% AFUE
Split Air Conditioner
_
13.0 SEER New
Setback
Res -HVAC _ _ - , _^
Central Furnace
80% AFUE
Split Air Conditioner
13.0 SEER New
Setback
HVAC DISTRIBUTION
Duct
Duct Condition
Ducts
Location _
Heating
Cooling_ _
Location—
R -Value Status
Tested?
Res HVAC _
Ducted
Ducted
Attic_ m
4.2 Nevi
No
Res HVAC _ _ _
Ducted
Ducted
Attic
4.2 New
No
Res HVAC
_`— 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.
A O Smith Water Products BT 100 Large Gas RecirclDemand 1 75,100
94
New 0.80
2.12% 0.0
Multi -Family Central Water Heating Details
__ _ �_ ___ _ Hot W.1,PumpHot Water Piping Length (ft) Add 1/2"
Control '� # HP Type In Plenum Outside Buried Insulation —
REMARKS
PROVIDE ONE 5 TON SYS. FOR FIRST FLOOR MASTER SUITE AND OFFICE. TWO 4 TON UNITS FOR REST OF 1 ST FLR, ONE 5 TON UNIT
FOR 2ND FLR. A/C SEER TO BE MIN. 13, FURNACE AFUE MIN. 80%. PROVIDE ONE 100 GAL_ WATER HEATER.
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 8 Professions Code) Documentation Author
Name: Name: OMID TOHIDIAN
Title/Firm: JAY S. CRAWFORD AIA. Title/Finn: BUILDING MECHANICAL SYSTEMS, INC`_-_.______
Address: 470 WALD Address: 410 GODDARD
IRVINE, CA 92618 IRVINE, CA 9261_8 � �-
Telephone: 949-453-9893 Lic. #: Telephone: 949 453-1Q t' _ -'
(signature) (date) (signature)"'';
' 1-ViAN
it
Enforcement Agencyr IHI;jaN
;-
Name: _.,_ _.._...._.-__..
�.
Title/Firm: I `• ' i
Address: �_-- -___. ...____._.•.__...._ __....—_.__._.__ �'_ N0. 1t4&ru��.
Telephone: ti`,_a �a
._.._.._......__........._.__.......___.....-.-.-.......
(signature)' _ (date)
Ener ro 4.4 b Ene Sofl_ User Number. 2936 Job Number: Page 5 of 17
Certificate Of Compliance: Res!
Pali 4 ®f 4) 0Fm`1
PRpEM_---__-.--
Project Title
Date
Spacial 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. — --
1 Plan Field
The DHW System "A O Smith Water Products ST 100" is a Large Gas water heater with Pilot Loss = 0 btuh.
HVAC System "Res HVAC" must meet all CEC Criteria for a Zonally Controlled''ystem serving only Living Areas.
HIGH MASS Design - Thermal Mass: 1502 sgft Exposed Slab Floor, 4.00" thick at MASTER SUITE & OFFICE i
The HVAC System "Res HVAC" must meet all CEC Criteria fora Zonally Controlled system serving only Living Areas.
HIGH MASS Design - Thermal Mass: 2716 sqft Exposed Slab Floor, 4.00" thick at ent/din/grt.rmJkitJbrkft/laud _ —
The HVAC System "Res HVAC" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas.
s : ;
--- ---------.._ .........
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. _-......._..... _........
�.___
_- i Plan ! Field
Cooling System "5 TON HVAC SYSTEM" includes credit for a 10.5 EER Condenser.
;The HVAC System "Res HVAC° incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion • - -i —�
Valve.
(The Cooling System "4 TON HVAC SYSTEM" includes credit for a 10.5 EER Condenser.i�fh
e HVAC System "Res HVAC" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion
Valve.
i
The Cooling System "5 TON HVAC SYSTEM" includes credit for a 10.5 EER Condenser_ --- --
� � I
- 1
1
I�un Initiation 'time: 05/03/10 09:47:29 Run C®��: 127290 2419
EnergyPro 4.4 by E.. rgy oft User Number. 2936 Job (dumber- Page:6 of 1
Mandatory Measures Summary: Residentaai (Page 1
®f 2) MF-IR
NOTE! Lovrnse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. n.,lore stringent compfance
j requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) belmv. When this checkgst is
incorporated into the permit
j documents, the features noted shag be considered by all parties as minimum component performance specifications for the mandatory measures rfiether
they are shorn elmOiere in the documents or on this che&l only.
j or initial applicable boxes or check NA if not applicable and included with the
DESCRIPTION
ENFORCE-:
permit
permit application documentation.
N/A DESIGNER MENT
Suflding Envelope Measuares
j § 150(a): Minimum R-19 in viand coifing insulation or (J-factor in frame
equiva!ent metal ceiling,
§ 150(b): Loose fig insulation manufacturers labeled R-Value:
r
, j
L.
§ 150(c): flinimum R•13 vsll insulation in ::rood framed t:aEs or e-quivalent U-factor in metal frame co-ops (does not
•_.
I app+Y to exterior mass %ells).
_
i § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor
i
§ 150(e): Installation of Fireplaces, Decorative Gas App5ances and Gas Logs.
( t 1. Masonry and factory-built fireplaces have:
j a. closable metal or gtass door covering the entire opening of the firebox
1
u i
b. outside air intake:vith damper and control, flue damper and control
E] (_XI
it
2 No continuous burning gas pilot tights agc:ved.
i
§ 150(f): Air retarding %map installed to comply vrith §151 meets requirements specified in the AC"d Resfdentiai Manual.
; ! j.= �_,•;
j § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 onSy.
j § 150(1): Slab edge insulation - rrater absorption rate for the insulation alone without facings no greater than 0.3%, water vapor
1ED i _J
permeance rate no greater than 2.0 pvrnfinch.
i
§ 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include,
CF-6R Form:--
j ; § 116-17: Fenestration Products. Exterior Doors, and InfiftrationlExfilrration Control.
1. Doors and vRndrnr behveen conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except fietd fabricated) have Label vith certified U-Factor. certified Solar Heat Gain
;
Coefficient (SHGC), and infiltration certification.
�._` X' —
3. Exterior doors and , rindocvs weatherstripped; all joints and penetratsons cauNed and sealed.
! i
,_.i X _
Space Conditioning, Water Heating and Plumbing System Measures
!
§ 110-13: HVAC equipment, heaters, faucets
F� [_ J
vrater shov.vAteads and certified by the Energy Commission.
: X
§ 150(h): Heating and/or cooling toads calculated in accordance vrilh ASHRAE. SP.AACNA or RCCA.
❑ _X � - i
§ 150(1): Setback thermostat on all applicable heating and/or cooling systems.
i
❑ i Xi
§ 150(1): Water system pipe and tank insulation and cooling systems line insulation.
1. Storage gas ess.-r
ter heaters rated with an Energy Factor less than 0.58 must be externally apped r6ih insulation
r—i
tJ f_
having an instated thermal resistance of R-12 or greater.
2. Back-up tanks for solar systems, unfired storage tanks. or other indirect hot %rater tanks have R-12 external
`—I i J —
! insulation or R•16 internal insulation and indica !ed on the eexte for of the tank shoving the R-value.
+�
3. The folla::ing piping is insulated according to Table 150-AIB or Equation 150-A Insulation Thickness:
i 1. First 5 feet of hot and recd wailer pipes closest to rater heater tank, non-rec;rcu3ting systems. and entire
length of recirculating sections of hot mater pipes shag be insulated to Table 1508.
2. Cooling system piping (suction, chilled ester, or brine fines). piping insulated bsetl.ween beating source and
indirect hot water tank shag be insulated to Tab!. 150-8 and Equation i50-A-
50-A
4.
4. Steam h tunic head s stems or hot vster systems ? 15 st meet
! Yd n9 ; Y psi. requirements ci Table 123-A.
s
i 5. Insulation must be protected from damage, including (hat due to sunEght, moisture. equipment maintenance,
_ i
I and vrind.
6. insulation for chilled ester piping t
p p ng and refrigerant suction piping includes a vapor retardant or is enclosed
!
entirely in conditioned space.—
'
7. Solar water-hdatin s tems/cogectors are certified b the Solar Rating and Certification
9 Ys Y 9 Corporation.
f EnergyPro 4.4 by EnergySrift Y_-_ -_User Number: 2936 _ —_ Job Number.
Page:7 of 17 t
Mandatory Measures Summary: Residential (Page 2 of 2) MF -IR
MOM Lowrise residential buildings subject to the Standards must contain these measures regerd'ess 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 a9 parties as minimum component performance specifications for the mandatory measures whether
they are shown elsewhere in the documents or on this checklist only.
Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE-!
DESCRIPTION
! applicable. NIA DESIGNER MENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§ 150(m): Ducts and Fans
1. Aft ducts and plenums installed. sealed and insulated to meet the requirements itf the CMC Sections 601, 602, 603, 604,
605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of
R-42 or enclosed entirely In conditioned space. Openings shall be sealed with mastic, tape or other ductcbsure system
that meets the applicable requirements of UL 181. UL 181A. or UL 1818 or aerosol sealant that meets the requirements
of UL 723. If mastic or tape is used to seal openings greater than 1i4 inch• the combination of mastic and either mesh or
tape shag 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 Instated 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 Goth 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 shag be protected from damage. including that due to sunlight, moisture. equipment
I maintenance, and r6nd. Cei:ular foam insulation shall be protected as above or painted with a coating that Is water
j retardant and provides shielding from solar radiation that can cause degradation of the material.
i
7. Flexible ducts cannot have porous inner cores.
§ 114: Pool and Spa Heating Systems and Equipment
f 1. A thermal efficiency that complies with the Appliance Efficiency Regulations• on-off switch mounted outside of the
heater• weatherproof operating instructions, no electric resistance heating and no pilot fight.
2. System is installed with:
a. At least 36' of pipe between filter and heater for future solar heating.
j b. Cover for outdoor pools or outdoor spas.
3. Poet system has directional inlets and a circulation pump time sketch.
§ 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously
burning plot fight. (Exception: Non -electrical cooking appliances with pi?ot c 150 Btulhr)
j § 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 (E24lE26). Ballasts for lamps 13 Watts or greater are electric
and have an output frequency no less than 20 kHz-
150(k)l:
Hz150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-0.
luminaire has factory installed HID ballast.
§ 150(k)2: Permanently installed luminaires in kitchens shag 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,contraged by switches separate from those controlling the high efficacy luminaires.
§,150(k)3: Permanently installed luminaires in bathrooms, garages, laundry moms, utility rooms shag 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
j 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 comp9es with Section 119(d) that dries 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
same lot shag be high efficacy luminaires (not including lighting around swimming pootslwater features or other Article 680
locations) OR are controlled by occupant sensors with integral photo control certified to comply vidh Section 119(d).
§ 150(k)7: Lighting for parking lots for 8 or more vehicles shall have fighting that complies with Sections 130, 132, and 147_
Lighting for parking garages for 8 or more vehicles shag have fighting that complies with Section 130, 131, and 146.
§ 150(k)8: Permanently installed fighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more
i duelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d).
X
1
0 4.4 by EnergySoft User Number. 2936 Job Nu rnber Paga_8. of 17 i
1_7
r�
1
0 4.4 by EnergySoft User Number. 2936 Job Nu rnber Paga_8. of 17 i
[HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY I
NAME
PRIEM RESIDENCE
L_._.._...._._._._....__. ..Res HVAC - I
Number of
i Output per Systemi
70.000'
Total Output (Btuh) 1 70;000.
Output (Btuh/sqft) 46.6ii
;Cooling System
ii
Output per System
60.00011!
'
Total Output (Btuh) 60.000;
Total Output (Tons) 5.01
Total Output (Btuh/sqft) 39.91
Total Output (sqftrron)
-inn 4..
;Air System
per System
q Airflow (cfm)
I Airflow (cfm/sqft)
Airflow
(cfm/Ton)
... ........
Outside Air
Outside Air (cfrn/sqft)
[Note: values above given at ARI
26-0 OF 68.7 OF
Outside Air
0 cfm
Supply Fan
1700 cfm
68.7 OF
IX
IX
1.1
DATE
5/3/2010
FLOOR AREA
1.5
COIL. COOLING PEAK COIL HTG, PEAK
CFM :1 Sensiblel Latent f CFM I Sensible
15 TON HVAC SYSTEM 1 .
•29,9371 2.1,3571
Total Adjusted System Output
(Adjusted for Peak Design Conditions)
i 2g g37. 21,3571
E;1000001'1` I Aug 2 p
TIME OF SYSTEM PEAK
68.7 OF 107.4 CF
Heating Coil
h Return Air Ducts 4
70,000 i.
70,000: 1
Jan 12 aft i
..... ...... . ...
Supply Air Ducts
06.2
ROOMS.
70.0 OF
FOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures
at Time of Cooling
Peak)
76.7 62.2 vF 7 G 7 6 2.3
60.1156.1 CF
Outside Air
Ducts
0 cfm
Supply Fan Cooling Coil
61.8 i 56.7 OF
17,00 cfm
47.1% R.H. 1-...FMM S
5Z
Return Air Ducts
EnergyPro 4.4 by EnergySoft UserNumber.2936
JobKl-urnber
Page;9 of t7
WAC SYSTEM ANj AND '1) O( -LOADS SUMMARY
;ti , ♦ R
IECT FLAME
PRIEM RESIDENCE
6M NAME
Res HVAC
Of
Total
Total Output (Stuh)
Total Output (Tons)
Total Output (Stuh/sgft)
Total Output (sgft/Ton)
CFM per System
Airflow (cfm)
Airflow (cfm/sgft)
Airflow (cfm/Ton)
-- Outside Air (%)
Outside Air (cfrn/sgft)
Note: values above given at ARI conditions
26.0 uF 63.5 of
Outside Air
0 cfm
Supply Fan
2600 cfm
5 °F
68.
47
4 DAq�
5/3/2010
FLOOR AREA
2,716
CFM i Sensible! Latent J
1,000;5; Total Room`Loads 1 1,808; 30,437; 504
,000'1
sj
44.211
i'
50011
000 1
-i
7.91
343.
SOIL H?Cp. !g
CFM Sensible i f
`8811 37,737
1.3001; j r=��._._ __._...____...._._._._.--•.._.. _._—r---------. .
;r
2,600?i4 TON HVAC SYSTEM 53,736 27,2551 120,000
.......__._._. _..�.._..
0.96
1
328.4,',1
Total Adjusted System Output i i
0.0 53,736 27,255: 120,00011
(Adjusted for Peak Design Conditions)-........_._.._.:�_ �_._.__..._....._......_
0.00!x; _._..._..,
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am; i
68.5°F 11 t.8
Healing Coil
h Return Air Ducts 4
Supply Air Ducts
n
1
1_.._R®®iVaS_^
70.0 OF
DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures
at Time of Cooling
Beak
111.0 , 72,5 c=
-� > !ti2.10F
; ,,.8 . ,2.1 of73,t57.4
; 54.9 °F
e.;
Supply Air Ducts
Outside Air;,
0 cfm
)
Supply Fan Cooling Coil
59.2 1 55.6 of
2600 cfm
46.4% R.H. ROOMS
�Retum Air Ducts
_ EnergyPro 4.4 by EnergySoft
--
User Number. 2936
Job Number. —
— Pa 10 of 17
Page:
LHVAC SYSTEM HEATING AND CCOUNG LOADS SUMMARY
-------- ---------
PRIEM RESIDENCE
5/312010
SYSTEM NAME AREA
A*
Res HVAC
1.048
of
I
Output per System
70,000;I Total Doom Loads
Total Output (Stuh) 11 70,0001' Return Vented Lighting
Output (Btuh/sqft) j 66.81
Return Air Ducts
%Cooflnq System Return Fan
Output per System 60,000;1,1 Ventilation
Total Output (Btuh) 60,000111 Supply Fan
-7
To Output (Tons) 5.011? Supply Air Ducts
Total Output (Btuh/sqft)
L_�T ... ... ....
TOTAL SYSTEM LOAD
Total Output (sqft/Ton) i209.6<I`
CFM System
i I
1,701
Airflow (0m)
1,701
Airflow (cftdsqft)
1.6:
Airflow (Cfmrron)
340.1
Outside Air
0.1
Outside Air (chWsqft)
0.01
Note: values above given at ARI conditions
iEATING SYSTEM PSYCHROMETRICS
(Air.
26.0 OF 69.3 OF 69.3°F
Outside Air
0 Clm
Supply Fan Heating Coil
1700 cfm
69.3 OF
TON HVAC SYSTEM
CFM ISensib
PEAK f <COOL HTG. PEAK
Latent C F M Sensible
283; 11.233`
1,275;
0! 01
Qi.
1,2751
13,7831
17,555 I.054;
21,909i
70,000s.
Total Adjusted System Output 29,3021 21,9091
70,000
(Adjusted for Peale Design Conditions)
TIME OF SYSTEM PEAK ) Aug 2 pm� L__ . ...Jan 12 am!...
h Return Air Ducts 4
01 Supply Air Ducts
7, 3 �'F
L -ROOMS
—70,0°F
FCOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
1ii.0:72.bcFrr75,.2"62.20F II 60.0156.00F
Outside Air
0 Cfrn
Supply Fan Cooling Coil
1700 c1m
.�rD_
f.2'_1
/ 11 VU%Ita
Supply Air Ducts
61.2 56.5 OF
47.3% R.H. 1 If
EnergyPro 4.4 by EnergySoft User Number. 2936
...... ............ Job Number. Page: 11 of 17
.. ... ............ ...
'ROOM LOAD SUMMARY
�PROJF-CT NAME
PRIEM RESIDENCE 5/3/2010
... . ......... . .......
SYSTEMNAMEFLOOR AREA
Res HVAC 1,502
FR( LOAD SUMMARY
EnergyPro 4.4 by Energ;S-ft User Number. 2936
PAGE TOTAL 1.3151 18.478; 904
525 1 20,195?:
TOTAL 1,315
18,478, 904,--. 5251 20.1931
. .......... .......
—.job Number. Pa�99: 12 of 17
ROOM COOLI Q PEAK
COIL COOLIMG PEAK_ __:5 COIL KTG. PEAK
ARE- Mutt. 1 CFIVI !S ENSIBLE
MASTER SUITE& OFFICE
LATENT
CF M SENSIBLE
tSEWSIBLE1 LATENT+9.F—m—J--
Zone 1. First Floor
1 i 1,3151 18,4-18!
904
1,315 18.4781 904 5251 20.198
. .. . ....... . ...
-------- -----
EnergyPro 4.4 by Energ;S-ft User Number. 2936
PAGE TOTAL 1.3151 18.478; 904
525 1 20,195?:
TOTAL 1,315
18,478, 904,--. 5251 20.1931
. .......... .......
—.job Number. Pa�99: 12 of 17
IROOM LOAD SUMMARY
;PROJECT NAME � DR�g
P6IEM RESIDENCE 5/3/2010
SYSTEM NAME �— --- - - 1 FLOOR AREA
Res HVAC -- - 2.716
unuuinrgn.rm.inn.iorxru!auo
Zone 2, First Floor = 1 1,80830.437 504 1.808 ! 30 a37
504 8811 37,737
I— EnorgyPro 4.4 by EnergySoft —
e
f
PAGE TOTAL
TOTAL
User Number. 2936 Job Number.
1 -
......�...�_�......_...... _...._.._. _...._..—..... ........... — -------
1,808'30.4371
------.1,808'30,4371 504 # 881; 37,737
....._....__I_..... ----........ - - ---- -- -
1,808: 30,437 j -504 '� - 881 i --- 37,737 it
Page:13 of 17
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PAGE TOTAL
TOTAL
User Number. 2936 Job Number.
1 -
......�...�_�......_...... _...._.._. _...._..—..... ........... — -------
1,808'30.4371
------.1,808'30,4371 504 # 881; 37,737
....._....__I_..... ----........ - - ---- -- -
1,808: 30,437 j -504 '� - 881 i --- 37,737 it
Page:13 of 17
ROOM LOAD SUMMARY
:p"ROJECT HAMiE'
DATE
PRIEM. RESIDENCE 513/2010
sYSTEm NAME F
Res HVAC FLOOR AREA
------------
ROOM NAME Mult.
90Q—M -- COOLING PEAK
CFM SENSIBLE LATENT
PEAK
CFM Is
SECOND FLOOR
11 Zone ----- 3. Second Floor
---- ------
900-
9 00" 13,222' 1.054' 2831 11,233.
j
---------
. .... ......
------------
-- - -------- -
---------
•
. ...........
if
f
Ir_
------------
PAGE TOTAL 1. 9001 13,222: . 1.054 283 11,233
.. .... . .... . ...
-------- ----------
TOTAL i 9001 -13.222 11,054 6 283. 1111.233�;
. .........
44 bX,EnST)_—_ User Number 2938 Jab Number.
e: 14 of 17
( RESIDENTML ROOM COOLING LOAD SUARY
DgtO
iPRIEM RESIDENCE :5/3/2010
Rootrn Infforrnation Design Conditions -
Room Name: MASTER SUITE & OFFICE Outdoor Ory Bulb Temperature: 1920F
I Floor area: 1,502 sff Outdoor Web Bulb Temperature: 730F i
indoor Dry Bulb Temperature: 75 ®F ; Outdoor Daily Ranee: 34oF
--.._.._..._._._.......... --------.... _.... --
Opaque Surfaces
�R-38_Roof,�R382x14.16Z(1)- �
�R-30 Wall LW _30.2x8.16)-
'�R-30 Wall _(W.30_2x8�1�j)
-R., -31 - °Wall. ,(W,30 2x8.16),._-__
I
E-
-1
Orientation
Area U -Factor CLTD 1
Ste-
Area GLF Area
1,235.0; $. ;
0.0280' x 56.0; _
t X0.01
x;.
192.5i x l 0.0540
_
(N)±
F�l231.51
x'
0.0540: i 23.0 _
a
x
--
0.0540? x ' 33.0 _
_.._0.0�
x
x -
0.0540 r- - 33.0`
u i_..._...- -. _
t
164 _
4641
x.
c
16.91 ¢ `__-.__..,
46.0: x
31.T = 1 1,459;
_.
r-.--
O.Oir
x 16.9 ¢ 92.5" x
2,934j
--.-----
_.__� x
--
- r---
`
4--_
t
+�---
r+_
ltems shown with an asteri-sh V) denote conduction through an interior surface to another rcmm.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Orientation
Internal Gain
Page Total -
13th/hr
Shaded
Unshaded
Area GLF Area
GLF
Btu/hr
t X0.01
x;.
16_91 L_._
27.5` x
_-161'. - f
- AIM
,16:9
4
T6.9 - i
610`
_.._0.0�
x
16.9; ¢
27.5: X
164 _
4641
t 0.0
__
x1-
j r
16.91 ¢ `__-.__..,
46.0: x
31.T = 1 1,459;
_.
r-.--
O.Oir
x 16.9 ¢ 92.5" x
2,934j
x
--
- r---
`
4--_
+�---
r+_
_
`Occupants 7� Occupants x 32 0 Btuh/occ. _
'Equi Ment___._._! T Dwelling Units u I 1.600' Btuh
------------------
Infiltration:
1.064 x ' 1.20 x it
} 37 -
Air Sensible CFM FLA CT -
Page Total !,,. 6,133;
Btu/hr
1,610'
'.600:
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
18.478
Latent Gain
_occupants7
ccuants X __J i Op _ 200; Btuh/OCC. _
M_ ...
Infiltration: 4,771 x - ....;.~ 1.201 x - 105.98 i x i
--0.00082
A i L a4ent CFM.._. __ Ems..: _ /-"W
Btu/hr
1,400
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 904
I EnergyPr0 4.4 by EnergySoft User Number: 2936 Job Number. Rae 15 of 17
RESIDENTIAL ROOM COOLING LOAD tUMMARY
ro)ect Title ,---...__.....-_..,
PRIEM RESIDENCE :Date
--- :5!3/2010
Room Information Desi n Conditions
Boom Blame: ent/din/grt.rm.lkitJbrkfUlaud lOutdoor Dry Bulb Temperature: 1129F
!Floor Area: 2,716 sf Outdoor Web Bulb Temperature: 730F
j Indoor Dry Bulb Temperature: 75 OF Outdoor Daily Range: 340F !
I
Opaque Surfaces Orientation _ Area iJ-Facto-r_ CLTD 1 btu/hr
-19 Roof(R.19.2x8.24) _ C((y1_.-- _.•.j „ ---_• 1,212.0 I 0.0490 3.32�i1
-_ _.� x x 56_0; =
R_38 Roof R.38.2x14.16 1 N -- --- -
- -- �- _ L� _�._...723.0' x ; 0.0280 i x ; 56,0' = ' 1,134;
GARWALL -- - -
----
752 X 0.1020 x 3_0! -
- 1
_..,_....__..., _..:. __, -.-0� F r� i 2.378:
:garage door ...........-..._.............. _..._ ._._...I (SE) .. _._.�_�.- -a (..!-----..
R-30 Walt - x , 0.5000; x 31.0' _ 744:
- -
(W,30.2x8.16) 866.0 --_
jWood Door E i x' 0 0540 x 1 33,0: = 1,543;
f-- r-------'
20.0 x : 0.5000i. x 1 _ _33.0; 330;
R-30 Wall (W 30.2x8 16) { x . 0.0540 x 26.0; = 270'
_ _.._.._......_ - -- (S) 192.0 r �- - _---
R-30 Wall (W.30.2x8.16) - - -•----
----
:........_. _._..... _....._._..._..,_ ..__......_.._T.� f (W) 273.0 x 0.0540; x 33_.0! = 486:
R-30 Wall -----,
_........_- �W.30 2x8;16)_..._._......_ --_- tib) 358.8 x 0.0540;23.0'x
j
x: _ ,......._..._- - -- x
! � i
L-_
Items shot -in with an asterisk (') denote conduction through an interior surface to another room. Page Total _ 10:655
1. Coofing. Load Temperature Difference (CLTD)
Fenestration
Internal (gain
Orientation
Shaded
unshaded
i
Area GLF
Area GLF Btu/fir
EL
S1�
1 24.0 x 16.91 + ?
0.0 x : _ 31.71 _
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
48.01:x 16.91+
r
-0,0 xIt 1691=�--
-j r--
810
--
S
(� j
I 0.01 x 16.9; +
j
35.0 x 1_6.9 = !
5931
AWL- !
-
0.01 x ! 16.9!: +
33.0 x 1_ 31.7 = i----
.
1.047;
N!�) -- 124.0;
x 16.9` ^_
0.0' x ` 31.7; = L--
405:
_(N) _.
0.0''• x i 16.91 + !
1 2 x 16.9+ _
190'.
0.0 x ; 16.9? + (
32.0; x i_ 16 _9j :
5401
N_( )
-(N)
1 0.01x! 16.9:+'_
�_ 0.0= x 16.9' +
-
48.0!x! 16.9-8101
�_'
`4 O6 0 x ? -16.9 -
-----
2.7001
' x +
-
ixi =i
-
i
Page Total
Occu_ I!--'
pants 71 Occupants x 230; Btuh/OCC. =
Stu/hr
......
_
LE ui ment i 1! Dwelling Units x 1,600% Btuh
i
....... 1.600
_- 9_osai x ---- -
Infiltration: 1.20` x - 191.64 x g7� _
s -------
Air Sensible CFNfl ELq &T -
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
30.437
Latent Gain
_
I � ----- i
_..._. ....-. _..-__._..1, 7a Occupants x =---,001 2
Btu/hr
-------_. _:
Btuh/OCC.
r
Infiltration: 4.771! '
_...._......,... _. , x '---- - -- 1.201 x 191.64 t x -0.00082! _
-
_
Air Latent CEIW LLA
,TOTAL HOURLY LATENT HEAT GAIN FOR ROOM
504
Ener byEnergySoft User Number. 2936
Job Number Page: 16 of 17
t RESIDENTIAL ROOM COOLING LOAD SUMMARY �
Project Title Date
PRIEM RESIDENCE 15/3/2010
Room Information - -Desi n Conditions
Room Name: SECOND FLOOR I Outdoor Dry Bulb Temperature: 112°F
I Floor Area: 1,048 sf Outdoor Web Bulb Temperature: 730F i
i ,
;indoor Dry Bulb Temperature: 75 °F I Outdoor Daily Range: 340F ii
Opaque Surfaces
Orientation Area U -Factor CLTD 1 Btu/hr
39.01r i
7c 0.0710 x i 19.0: = i-----66
( (N - 1 1,048.01 x j 0.0280 x 56.0:0 1,643;
i (S) _ 328.0 X i 0.0540; x. { 26.0; 0 461;
419.01 x i 0.05401 x 23.01 = 520;
(W)..._ I 378.0 x ! 0.0540; X I�33.0� _ 674;
200.0 1 0.05401 x L 33•0' _ !`- 356;
Items shrnin with an asterisk (') denote conduction through an interior surface to another room. Page Total 3.720]
1. Cooing Load Temperature Difference (CLTD)
Fenestration
Internal Gain
Shaded Unshaded
Orientation Area GLF Area GLF Btu/hr
S 1 0.01, x 16.9: + 59.0! x 16.9' = 999(
N : -
-_._._.! 0.0 X 16.9'. + 31.6 x 16.9 = 523t
'. 1 0.01x 16.9+i 10.0x 31.71= 317':
LLEJ! _ 0.0� X 16.9 + 4 30.0; X 31.7 = i 952!
4.
Ix
- + 1 Ixl ;-
�- --� --
_ I Ix +t iX!
X + i-- -� xi _
X I +
Page Total 2.791,
71 Occupants x F 23 BtUh/occ. =
Btu/hr
-- 1_610:
Equipment ^ . 1j Dwelling Units X1
61 00' Btuh
Infiltration: tt '-.. _ _ _ 1.2U; tt �... 7_35! X
i 37' =
3 50a
Air Sensible CFM ELA
DT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
13,222
Latent Gain
Btu/hr_
,Occupants 7 Occupants X ?
2001 Btuh/occ. 0
1.4001
Infiltration: x 1 1.20? x 73.95.1 X
0.00082, _
-__4.771`
Air Latent CFM ELA
zsvv
._.._.........._.. 6?
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM
1.054
i EnergyPro 4.4 br. 2936 - - - ---- -- •-__._..
---yEnergySoft User Numbe-----------_---.-----...__._._..._.____.._._.__:.___.-.--.._ Job Number. l------ ._ Page'. t7 of 1 7.__..__
it
ul� JAN 18 . 2008
TITLE 24 REPORT
Title 24 Report -for:'
PRIEM RESIDENCE -
LOT 132 TRACT 29894-2
LA QUINTA, CA
Project Designer.
JAY S. CRAWFORD Alk
470 WALD
IRVINE, CA 92618
949-453-9893
Report Prepared By:
OMID TOHIDIAN
BUILDING MECHANICAL SYSTEMS, INC.
410 GODDARD
IRVINE, CA 92618
(949) 453-1999
12/2812007,
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.c6m.
EnergyPro .3 by EnergySoft Job Number: User Number: 2936
h
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form CF-1 R Certificate of Compliance 3
Form MF-1 R Mandatory Measures Summary 7
HVAC System Heating and Cooling Loads Summary 9
Room Load Summary 12
Room Cooling Peak Loads 15
1 O.
EnergyPro 4.3 by EnergySoft Job Number: User Number: 2936
Certificate Of Compliance : Residential (Part 1 of 4) CF=1 R
PRIEM RESIDENCE
12/28/20,7
Project Title
Date
I OT 132 TRACT 298.99.-2
1 A Q1IINTA
_
Project Address
Building Permit #
BUII DING MFC:HANIC:AI
SYSTEMS
IN(',-
(949) 453-1999
Documentation Author
Telephone
Plan Check/Date
FnergVPro
CA Climate
Field Check/Date
,Compliance Method
Cli no r,
TDV
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating
2.36
4.72
-2.35
Space Cooling
56.27
43.67
12.59
Fans
8.00
8.30
-0.30
Domestic Hot Water
4.59
4.97
-0.38
Pumps
0.00
0.06
-0.06
Totals
71.22
61.72
9.50
Building Type:
ard:
[R] Single Family
❑ Multi Family
Building Front Orientation:
Fuel Type:
Fenestration:
❑ Addition
❑ Existing + Add/Alt
(S) 180 deg
Natural Gas
Area: 787 ft2 Avg. U: 0.38
13.3%
Total Conditioned Floor Area:
Existing Floor Area:
Raised Floor Area:
Slab on Grade Area:
Average Ceiling Height:
Number of Dwelling Units:
- Ratio: 14.9% Avg. SHGC: 0.25 Number of Stories:
BUILDING ZONE INFORMATION # of, Thermostat
Zone Name Floor Area Volume Units Zone Type Type
Req HVA('. 1 502 11S n2n n 99 I iving I iving4tat
Res HVAC 2,719 27.160 n_5Z I iving LivingStnt
Res HVAC 1 048 9.432 0.20 Sleeping SleeninaStat
OPAQUE SURFACES Insulation Act.
Type Frame Area U -Fac. Cay. Cont. Azm. Tilt
Rnnf Wnnd 1 235 n 024 R -IR R-0 n( p
Will Wnnd 192 _0 056 R -3n R-n_o 1An gn
Wall Wond 232 0"056 R-30 R_0 n 0 gn
Wall Wnnd 179 0 056 R-30 R -n n 27n An
Wall Wnod 732 n"056 R-30 R -0 _n _go An
Roof Wnnd 1,212 0.049 R_19 R-0.0 �Q
Rnnf Wnod 723 n Wq R-38 R-0 0 _dam
Wall Wnnd 752 n 1n2 R_13 R-0 0 135 _gn
nnor Nnnr: 48 _0.5nn Nnne R -0 _n 135 go
Wall Wood 866 n 05 R-30 R_0 0 90 9n
nnnr Nnna 20 0500 Nnna R-0 0 An gn
Wall Wnnd 192 n n59 R-30 R-0 n 1Rn An
Wall Wnnd 273 0_n5s R_30 R_0.0 270 cfl
Wall Wnnd 359 0-056 R-30 R_0 0 _n go
.Flnnr Wood 49 n_n71 R-11 R-0.0 n 180
Rnnf Wnnd 1 048 n_n29 R_38 R_0.0 _n n
'Wall Wnnd 329 n 056 R_3n R -n n 1Rn gn
Wall Wnnd 419 n n59 R-30 R-0 n _0 gn
Wall Wnnd 378 n n56 R -3n 13-0 n 27n _gn
Wall Wond 200 n 056 R_30 R-n_n 9f) gn
5,266 ft2
n/a ft2
49 ft2
4,218 ft2
9.8 ft
1.00
2:.,
Vent
Hgt. Area
n/a
n/a
8 n/a
Gains Condition
Y / N Status JA IV Reference Location / Comments
I EnergyPro 4.3 by EnergySoft User Number. 2936 Job Number. Page:3 of 17 1
Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R
- PRIEM RESIDENCE
Project Title Date
12/28/2007
FENESTRATION SURFACES
# Type Area
U -Factor' SHGC2
True Cond.
Azm. Tilt Stat. Glazing Type
Location/
Comments
-1-
WindowFront
Exterior Shade Type
(S)
, 27 5 0.3$p jNFR(' 025 NFRG X80_ _9D_ New nnnhlP NonMtl I OW -F
7onP 1, FirM Flnnr
-2
Window
Rear
(N)
48.0
0.380 NFRC 0.25 NFRC
0 90 New Double NonMtl LOW -E
Zone 1, First Floor
3
Window
Rear
(N)
27.5
0.380 NFRC 0_25 NFRC
0 90 New Double NonMtl LOW -E
Zone 1. First Floor
4
Window
Left
(W)
46.0
0.380 NFRC 0.25 NFRC
270 90 New Double NonMtl LOW -E
Zone 1, First Floor
5
Window
Right
(E)
92.5
0.380 NFRC 0_25 NFRC
90 90 New Double NonMtl LOW -E
Zone 1. First Floor
6
Window
Right
(E)
24.0
0.380 NFRC 0_25 NFRC
90 90 New Double NonMU LOW -E
Zone 2. First Floor
Z
_ Window
Front
(S)
48.0 0.380 NFRC 0.25 NFRC 180 90 New Double NonMtl LOW -E
Zone 2. First Floor
8
Window
Front
(S)
35.0
0.380 NFRC 0.25 NFRC
180 90 New Double NonMtl LOW -E
Zone 2, First Floor
6
_Window
Left
(W)
33.0 0.380 NFRC 0.25 NFRC 270 90 New Double NonMtl LOW -E
Zone 2. First Floor
10
Window
Left
(W)
24.0 0_380 NFRC 0_25 NFRC 270 90 New Double NonMtl LOW -E
Zone 2. First Floor
"
Window
Rear
(N)
11.2
0.380 NFRC 0_25 NFRC
0 90 New Double NonMtl LOW -E
Zone 2. First Floor
12
Window
Rear
(N)
32.0
0.380 NFRC 0.25 NFRC
0 90 New Double NonMtl LOW -E
Zone 2. First Floor
Aa
Window
Rear
(N)
48.0 0.480 NFRO 0.25 NFR qSZ New Double NonMtl LOW -F
Jon . First Floor
14
Window
Rear
(N)
160.0
0.380 NFRC 0.25 NFRC
0 90 New Double NonMtl LOW -E
Zone 2. First Floor
15
Window
Front
(S)
59.0
0.380 NFRC 0.25 NFRC
180 90 New Double NonMtl LOW -E
Zone 3, Second Floor
16
Window
Rear
(N)
31.0
0.380 NFRC 0.25 NFRC
0 90 New Double NonMU LOW -E
Zone 3. Second Floor
17
Window
Left
(W)
10.0
0.380 NFRC 0_25 NFRC:
270 90 New Double NonMtl LOW -E
Zone 3, Second Floor
18
Window
Right
(E)
30.0
0.380 NFRC 0_25 NFRC
90 90 New Double NonMtl LOW -E
Zone 3, Second Floor
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B.
INTERIOR AND EXTERIOR SHADING
Window
4.00 28 0.98 0
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
2
Bug Screen
0.76
8.0
6.0
8.0,
0.1 8.0
8.0
3
Bug Screen
0.76
5.6
5.0
8.0
0.1 8.0
8.0
4
Bug Screen
0.76
Zone 1, First Floor
Slab Perimeter
213
None No Insulation
26-A1
5
Bug Screen
0.76
6
Bug Screen
0.76
4.0
6.0
20.0
0.1 20.0
20.0
7
Bug Screen
0.76
8.0
6.0
4.0
0.1 4.0
4.0
8
Bug Screen
0.76
9
Bug Screen
0.76
10
Bug Screen
0.76
4.0
6.0
22.0
0.1 22.0
22.0
11
Bug Screen
0.76
4.6
2.6
22.0
0.1 22.0
22.0
12
Bug Screen
0.76
13
Bug Screen
0.76
8.0
6.0
22.0
0.1 22.0
22.0
14
Bug Screen
0.76
10.0
16.0
18.0
0.1 18.0
18.0
15
Bug Screen
0.76
16
Bug Screen
0.76
17
Bug Screen
0.76
18
Bug Screen
0.76
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick. Heat Inside Condition Location/
Tvr)e (sf) (in.) Car). Cond. R -Val. JA IV Reference Status Comments
Concrete, Heavyweight
1,502
4.00 28 0.98 0
26-A1
New
Zone 1, First Floor / Slab on Grade
Concrete, Heavyweight
2,716
4.00 28 0.98 0
26-A1
New
Zone 2, First Floor / Slab on Grade
Insulation
PERIMETER LOSSES
Condition
Location/
Type
Length
R -Val. Location
JA IV Reference
Status
Comments
Slab Perimeter
158
None No Insulation
26-A1
New
Zone 1, First Floor
Slab Perimeter
213
None No Insulation
26-A1
New
Zone 2, First Floor
Run Initiation Time: 12/28/07 09:15:50 Run Code: 1198862150
EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number: Page:4 of 17
Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R
PRIEM RESIDENCE 12/28/2007
Project Title Date
HVAC SYSTEMS
HVAC DISTRIBUTION
Duct Duct Condition Ducts
Location Heating Cooling Location R -Value Status Tested?
Res HVAC Ducted Ducted
Res HVAC Ducted Ducted
Res HVAC Ducted Ducted
Hydronic Piping Pipe Pipe Insul.
System Name Length Diameter Thick.
Attic 4.2 New No
Attic 4.2 New No
Attic 4.2 New No
WATER HEATING SYSTEMS
Heating
Minimum
Cooling
Minimum
Condition
Thermostat
Location
Type
Eff
Type
Eff
Status
Type
Res HVAC
Central Furnace
80% AFUE
Split Air Conditioner
13.0 SEER
New
Setback
- Res HVAC
Central Furnace
80% AFUE
Split Air Conditioner
13.0 SEER
New
Setback
Res HVAC
Central Furnace
80% AFUE
Split Air Conditioner
13.0 SEER
New
Setback
HVAC DISTRIBUTION
Duct Duct Condition Ducts
Location Heating Cooling Location R -Value Status Tested?
Res HVAC Ducted Ducted
Res HVAC Ducted Ducted
Res HVAC Ducted Ducted
Hydronic Piping Pipe Pipe Insul.
System Name Length Diameter Thick.
Attic 4.2 New No
Attic 4.2 New No
Attic 4.2 New No
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.
A O Smith Water Products BT 100 Large Gas Recirc/Demand 1 75,100
94
New 0.80
2.12% 0.0
Multi -Family Central Water Heating Details
Hot Water Pump Hot Water Piping Length (ft) Add 1/2"
-Control # HP Twe - In Plenum Outside Buried Insulation
REMARKS
'ROVIDE ONE 5 TON SYS. FOR FIRST FLOOR MASTER SUITE AND OFFICE, TWO 4 TON UNITS FOR REST OF 1ST FLR, ONE 5 TON UNIT
=OR 2ND FLR. A/C SEER TO BE MIN; 13, FURNACE AFUE MIN. 80%. PROVIDE ONE 100 GAL. WATER HEATER.
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: JAY S. CRAWFORD AIA.
Address: 470 WALD Al
IRVIN CA 92618
Telephone: 949-4 -98 ic. #: G^ Q7
�2 2$
(signature) (bate)
-Enforcement Agency
Name:
Title/Firm:
Address:
Telephone:
(signature) (date)
Documentation Author
Name: OMID TOHIDIAN
Title/Firm: BUILDING MECHANICAL SYSTEMS, INC.
Address: 410 GODDARD
Telephone:
(signature) Qv -\\
((�� I MAN 2\\\
co HIDIA m
F�MANe�P`
.F
EnergyPro 4.3 by EnergySoft User Number: 2936 inh NtjmhPr P.—I of 17 1
Certificate Of Compliance : Residential (Part 4 of 4) CF -1 R
PRIEM RESIDENCE 12/28/2007
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
The DHW System "A 0 Smith Water Products BT 100" is a Large Gas water heater with Pilot Loss = 0 btuh.
The HVAC System 'Res HVAC' must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas.
HIGH MASS Design - Verify Thermal Mass: 1502 sqft Exposed Slab Floor, 4.00" thick at MASTER SUITE & OFFICE
The HVAC System 'Res HVAC" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas.
HIGH MASS Design - Verify Thermal Mass: 2716 sqft Exposed Slab Floor, 4.00" thick at ent/din/grt.rm./kit./brkft/laud
The HVAC System "Res HVAC" 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
nCRo piuvluei using appruveu cesung anoior venncauon meinoos. `—Fi–a-n7
Field
The Cooling System "5 TON HVAC SYSTEM" includes credit for a 13.0 EER Condenser. A certified HERS rater must field *verify the
installation of the correct Condenser.
The Cooling System "4 TON HVAC SYSTEM" includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify.the
installation of the correct Condenser.
The Cooling System "5 TON HVAC SYSTEM" includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the
installation of the correct Condenser.
EnergyPro 4.3 by EnergySoft User Number. 2936 Job Number. Paae:6 of 17
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.
NIA
DESIGNER
ENFORCE -
MENT
Building Envelope Measures
❑
E
❑
�§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling.
❑
❑X
❑
§ 150(b): Loose fill insulation manufacturer's labeled R -Value:
❑
❑
❑
�§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not
❑
❑X
❑
apply to exterior mass walls).
❑
❑
❑
�§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. -
❑
0
❑
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
❑
E
❑
1. Masonry and factory -built fireplaces have:
❑
0
❑
a. closable metal or glass door covering the entire opening of the firebox
❑
❑
❑
b. outside air intake with damper and control, flue damper and control
❑
❑X
❑
2. No continuous burning gas pilot lights allowed.
❑
❑
❑
§ 150(0: 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 perminch.
❑
E
❑
§.118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include �.
❑
O
❑
CF -6R Form:
❑
o
❑
§ 116-17r Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
❑
n
❑
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
§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission.
❑
❑X
❑
§ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.-
❑
E
❑
§ 150(i): Setback thermostat on all applicable heating and/or cooling systems.
❑
0
❑
§ 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
❑
❑
❑
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
❑
❑
❑
insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. r
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
❑
E
❑
length of recirculating sections of hot water pipes shall be insulated to Table 1506.
2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and
❑
o
❑
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,
❑
❑X
❑
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 4.3 by EnergySoft User Number: 2936 Job Number.
Page:7 of 17
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 supersede 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, ❑ Q ❑
605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of
R4.2 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
❑
❑X
❑
sealed sheet metal, duct board or Flexible duct shall not be used for conveying conditioned air. Building cavities and
❑ ❑ ❑
§ 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously
❑ 2 ❑
support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause
§ 118 (i): Cool Roof material meets specified criteria
❑ ❑ ❑
reductions in the cross-sectional area of the ducts.
§ 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table
❑ ® ❑
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.
❑ o ❑
luminaire has factory installed HID ballast.
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.
§ 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 ft) OR are co rolled by a dimmer switch OR are❑
X❑ ❑
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
§ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the
❑ ❑ ❑
retardant and provides shielding from solar radiation that can cause degradation of the material.
680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d).
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, on-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
❑ 2 ❑
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)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 Waris 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 150-0,
❑ o ❑
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) certfied 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 ft) OR are co rolled by a dimmer switch OR are❑
X❑ ❑
controlled by an occupant sensor that complies with Section 1`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
❑ ❑ ❑
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)7s 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 sensor(s) certified to comply with Section
119(d).
EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number.
Page:8 of 17
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
PRIEM RESIDENCE 12/28/2007
SYSTEM NAME FLOOR AREA
Res HVAC 1,502
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
26,0641 805 25 921
HVAC EQUIPMENT SELECTION
5 TON HVAC SYSTEM 30,111 21,181 70,000
Total Adjusted System Output 30,111 21,181 70,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak
26.0 OF 68.7 OF 68.7 OF 107.4 OF
Supply Air Ducts
Outside Air
O cfm
Supply Fan Heating Coil 106.0 OF
1700 cfm ROOMS
68.7 OF 70.0 °F
:OOLING SYSTEM
11.0 / 72.5 OF
Outside Air
0 cfm
76.8 / 62.2 OF
ROMETRICS (Airstream T
76.8 / 62.2 OF 76.8162,30F
—� Return Air Ducts `S
matures at Time of Cool
60.1 / 56.0 OF
Supply Fan Cooling Coil
1700 cfm
h Return Air Ducts 4
1,409
Supply Air Ducts
61.9 / 56.7 OF
47.0% R.H. ROOM:S71
75.0 / 61.6 OF
I EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number: Paae:9 of 17 1
19,631
805
551
21,124
0
3,217
2,398
0
0
0
0
0
0
0
0
0
3,217
2,398
26,0641 805 25 921
HVAC EQUIPMENT SELECTION
5 TON HVAC SYSTEM 30,111 21,181 70,000
Total Adjusted System Output 30,111 21,181 70,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak
26.0 OF 68.7 OF 68.7 OF 107.4 OF
Supply Air Ducts
Outside Air
O cfm
Supply Fan Heating Coil 106.0 OF
1700 cfm ROOMS
68.7 OF 70.0 °F
:OOLING SYSTEM
11.0 / 72.5 OF
Outside Air
0 cfm
76.8 / 62.2 OF
ROMETRICS (Airstream T
76.8 / 62.2 OF 76.8162,30F
—� Return Air Ducts `S
matures at Time of Cool
60.1 / 56.0 OF
Supply Fan Cooling Coil
1700 cfm
h Return Air Ducts 4
1,409
Supply Air Ducts
61.9 / 56.7 OF
47.0% R.H. ROOM:S71
75.0 / 61.6 OF
I EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number: Paae:9 of 17 1
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 77]
PROJECT NAME DATE
PRIEM RESIDENCE 12/28/2007
SYSTEM NAME FLOOR AREA
Res HVAC 2,716
Number of Systems
2
Heating System
Output per System
60,000
Total Output (Btuh)
120,000
Output (Btuh/sqft)
44.2
Cooling System
Output per System
47,500
Total Output (Btuh)
95,000
Total Output (Tons)
7:9
Total Output (Btuh/sqft)
35.0
Total Output (sgft/Ton)
343.1
Air System
CFM per System
1,300
Airflow (cfm)
2,600
Airflow (cfm/sgft)
0.96
Airflow (cfm/Ton)
328.4
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.00
Note: values above given at ARI conditions
26.0 OF
> ;0
Outside Air
0 cfm
68.4 OF
111.0172.5 OF
-- - +—y
Outside Air
0 cfm
76.9/62.1 OF
M PSYCHROM
68.4 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
ISensiblel
Latent
I CFM
I Sensible
1,940
32,392
325
920
39,285
0
5,308
4,460
0
0
0
0
0
0
0
0
0
5,308
4,460
43,008 325 48 205
4 TON HVAC SYSTEM 54,038 26,945 120,000
Total Adjusted System Output54,038 26,945 120,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
eam Temperatures at Time of Heatina Peak)
68.4 OF n 111.80F
Supply Fan Heating Coil
2600 cfm
>% Return Air Ducts 4
Supply Air Ducts
110.1OF
ROOMS
70.0 OF
HROMETRICS (Airstream Temperatures at Time of Cooling Peak)
76.9 / 62.1 OF 76.9 / 62.1OF IF 57.4 54.8 OF
Supply Air Ducts
;'to't
Supply Fan Cooling Coil
2600 cfm
59.3155.6 OF
46.2% R.H. ROOMS
75.0161.4 OF
Return Air Ducts I
I EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number: Pape:10 of 17 1
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
PRIEM RESIDENCE 12/28/2007
SYSTEM NAME FLOOR AREA
Res HVAC 1,048
SYSTEM LOAD
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
963
14,054
985
301
11,923
0
2,303
1,354
0
0
0
0
0
0
0
0
0
2,303
1,354
18,Z0 985 14,630
5 TON HVAC SYSTEM 29,427 21,784 70,000
Total Adjusted System Output 29,427 21,784 70,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak
26.0 of 69.3 of 69.3 of 107.9 of
Supply Air Ducts
Outside Air O:
0 cfm 107.2 of
Supply Fan Heating Coil
1700 cfm ROOMS
69.3 of 70.0 of
Return Air Ducts I
11.0 / 72.5 of
Outside Air
0 cfm
76.3/62.1 of
ROMETRICS (Airstream Tem
76.3 / 62.1 of 76.3 / 62.2 of60.0 156.0 of
r S I A' D t
Supply Fan Cooling Coil
1700 cfm
Return Air Ducts
upp y it uc s
61.3 / 56.5 of
47.2% R.H. ROOMS
75.0161.7 of
EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number: Paae:11 of 17 1
ROOM LOAD SUMMARY
PROJECT NAME
PRIEM RESIDENCE
DATE
12/28/2007
SYSTEM NAME
Res HVAC
FLOOR AREA
1,502
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, First Floor
MASTER SUITE & OFFICE
1
1,409
19,631
805
1,409
19,631
805
551
21,124
PAGE TOTAL 1 1,409 19,631 805 551 21,124
TOTAL * 1,409 19,631 805 551 21,124
Total includes ventilation load for zonal systems.
EnergyPro By EnergySoft User Number: User - Job Number: Page: 12 of 17
ROOM LOAD SUMMARY
PROJECT NAME
PRIEM RESIDENCE
DATE
12/28/2007
SYSTEM NAME
Res HVAC
FLOOR AREA
2,716
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, First Floor
enUd in/g rt. rm./kit./brkfUlaud
1
1 940
32,392
325
1.940
32,392
325
920
39,285
PAGE TOTAL 1 1,940 32,392 325 920 39,285
TOTAL* 1 1,940 32,392 325 920 39,285
* Total includes ventilation load for zonal systems.
EnergyPro By EnergySoft User Number: User Job Number. Page: 13 of 17
ROOM LOAD SUMMARY
PROJECT NAME
PRIEM RESIDENCE
DATE
12/28/2007
SYSTEM NAME
Res HVAC
FLOOR AREA
1,048
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 3, Second Floor
SECOND FLOOR
1
963
14,054
985
963
14,054
985
301
11,923
PAGE TOTAL
TOTAL
1 963
14,054
985
301
11,923
1 963
14,054
985
301
11,923
i oTai incwaes venmanon ioaa Tor zonal
EnergyPro By EnergySoft User Number: User Job Number: Page: 14 of 17
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
PRIEM RESIDENCE 12/28/2007
Room Information Desi n Conditions
Room Name: MASTER SUITE & OFFICE Outdoor Dry Bulb Temperature: 112oF
Floor Area: 1,502 sf Outdoor Web Bulb Temperature: 730F
Indoor Dry Bulb Temperature: 75 of Outdoor Daily Range: 340F
Opaque Surfaces
R-38 Roof (R.38.2x14.16
R-30 Wall
W.30.2x8.16
R-30 Wall
W.30.2x8.16
R-30 Wall
W.30.2x8.16
R-30 Wall
W.30.2x8.16
0.0560
N
231.5
0.0560
16.9
179.0
0.0560
E
732.5
0.0560
16.9+
48.0x
16.9=
810
Orientation
Area
x
x
x
x
x
X
X
X
X
x
X
X
U -Factor
N
1,235.0
0.0290
S
192.5
0.0560
N
231.5
0.0560
16.9
179.0
0.0560
E
732.5
0.0560
16.9+
48.0x
16.9=
810
N
0.0
16.9
27.5
16.9
464
W
0.0x
16.9+
46.0X
31.7=
1459.
E
0.0
16.9
92.5
31.7
Items shown with an asterisk (') denote conduction through an interior surface to another room
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Front Glass
Back Glass
Back Glass1
CLTD 1 Btu/hr
x
x
x
x
x
X
X
X
X
X
X
X
56.0
=
=
=
=
=
=
=
=
=
=
2,006
26.0
280
23.0
298
33.0
331
33.0
1,354
0.0
16.9
27.5
16.9
466
N
0.0x
16.9+
48.0x
16.9=
810
N
0.0
16.9
Page Total 1 4.269
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
0.0
16.9
27.5
16.9
466
N
0.0x
16.9+
48.0x
16.9=
810
N
0.0
16.9
27.5
16.9
464
W
0.0x
16.9+
46.0X
31.7=
1459.
E
0.0
16.9
92.5
31.7
2.934
Total
6 133
Internal Gain Btulhr
Occu ants 7 X Occupants X 1 230 Btuh/oCC. = 1,610
JEcluipment X Dwelling Units X 1 1,6001 Watts/sgft = 1.6001
Infiltration: 1.064 X 1.44 X 105.98 X = E--670191
Air Sensible CFM ELA 411T
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 19,631
Latent Gain Btu/hr
Occu ants X Occupants X I 200 Btuh/oCC. = 1,400
Infiltration: 4,771 x 1.44 x 105.98 x 0.00082 = 595
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 805
EnergyPro 4.3 by EnergySoft - User Number: 2936 Job Number. Page: 15 of 17
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
PRIEM RESIDENCE 12/28/2007
Room Information Desi n Conditions
_Room Name: ent/dinlgrt.rm./kit./brkft/laud Outdoor Dry Bulb Temperature: 112oF
Floor Area: 2,716 sf Outdoor Web Bulb Temperature: 730F
Indoor Dry Bulb Temperature: 75 of Outdoor Daily Range: 340F
Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr
R-19 Roof (R.19 2x8.24)
R-38 Roof R.38.2xl4.16
GARWALL
garage door
R-30 Wall W.30.2x8.16
Wood Door
R-30 Wall (W.30.2x8.16)
R-30 Wall (W.30.2x8.16)
R-30 Wall W.30.2x8.16
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Ri ht Glass
Front Glass
Front Glassl
Left Glass
Left Glassl
Back Glass3
Back Glass
Back Glass2
Back Glassl
Internal Gain
Occu ants E7
ui ment 1
x
x
x
x
x
x
x
x
x
X
X
X
0.0490
X
X
X
X
X
X
x
X
X
X
X
x
56.0
0.0290
56.0
0.1020
31.0
0.5000
31.0
0.0560
33.0
0.5000
33.0
0.0560
26.0
0.0560
33.0
0.0560
23.0
S
0.0x
16.9+
35.0X
16.9=
W
Page Total
Orientation
Shaded
Area
X
X
X
X
x
x
x
X
GLF
+
+
+
+
+
+
+
+
Unshaded
Area
X
X
X
X
X
X
x
x
Page
GLF
=
=
=
=
_
=
=
E
24.0
16.9
0.0
31.7
S
48.0
16.9
0.0
16.9
S
0.0x
16.9+
35.0X
16.9=
W
0.0x
16.9+
33.0X
31.7=
W
24.0
16.9
0.0
31.7
N
0.0
16.9
11.2
16.9
N
0.0x
16.9+
32.0X
16.9=
N
0.0
16.9
48.0
16.9
N
0.0
16.9
160.0
16.
.
Total
X Occupants X 230 Btuh/oCC. =
X Dwelling Units X 1,6001 Watts/sgft =
Btu/hr
Btu/hr
1,610
1,6001
Infiltration: 1.064 X 1.44 X 191.64 x = 10 884
Air Sensible CFM ELA �T
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 32,3921
Latent Gain Btu/hr
Occupants X Occupants X 2001 Btuh/oCC. = 1,400
Infiltration: 4 771 X 1.44 X 191.64 X -0.00082 = 1.0751
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 325
EnergyPro 4.3 by EnergySoft User Number: 2936 Job Number: Page: 16 of 17
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
PRIEM RESIDENCE 112/28/2007
Room Information Design Conditions
Room Name: SECOND FLOOR Outdoor Dry Bulb Temperature: 1120F
Floor Area: 1,048 sf Outdoor Web Bulb Temperature: 73°F
Indoor Dry Bulb Temperature: 75 of Outdoor Daily Range: 340F
Opaque Surfaces
2x14.1
R-30 Wall W.30.2x8.16
R-30 Wall (W.30.2x8.16)
Orientation
Area
X
X
X
X
X
X
X
X
X
X
XX
X
U -Factor
X
X
X
X
X
X
X
X
X
X
X
CLTD 1
=
=
=
=
=
=
=
=
=
=
=
=
X
X
X
X
X
X
X
X
X
X
Page
49.0
0.0710
19.0
N
1,048.0
0.0290
56.0
S
328.0
0.0560
26.0
N
419.0
0.0560
23.0
W
378.0
0.0560
33.0
E
200.0
0.0560
33.0
Items shown with an asterisk (•) denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Front Glass
Back Glass
• Left Glass
Ri ht Glass
y
rage I otal
Orientation
Shaded
Area
X
X
X
X
X
X
X
X
X
X
GLF
+
+
+
+
+
+
+
+
+
+
Unshaded
Area
X
X
X
X
X
X
X
X
X
X
Page
GLF
=
=
=
=
=
=
=
=
S
0.0
'16.9
59.0
16.9
N
0.0
16.9
31.0
16.9
W
0.0
16.9
10.0
31.7
E
0.0x
16.9+
30.0X
31.7=
Total
Btulhr
Btu/hr
Internal Gain Btu/hr
Occu ants 7 X Occupants X 230 Btuh/oCC. = 1,6101
E ui ment X Dwelling Units X 1,6001 Watts/Sgft = 1,6001
Infiltration: 1.064 X 1.44 X 73.95 X = 4.2o0
Air Sensible CFM ELA DT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 14,0541
Latent Gain Btu/hr
Occupants 0 X Occupants X 200 Btuh/oCC. = 1,400
Infiltration: 4,771 X 1.44 X 73.95 X 0.00082 = _ -415
Air Latent CFM ELA n w
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 985
EnergyPro 4.3 by EnergySoft User Number. 2936 1Job Number. Page: 17 o 117
9
Earth Systems
�0"M./� Southwest 79-811B Country Club Drive
Bermuda Dunes, CA 92203
(760) 345-1588
January 9, 2008
whorenage Estaies, LLC
12012 Knott Street, Suite A-2
Garden Grove, California 92841
CITY OF LA QUINTA .
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DAT BY--
(800) 924-7015
FAX (760) 345-7315
File No.: i i sZ:)-u 1
Doc. NQ.: 08-01-730
Attention: Mr. John Priem, Jr.
Subject: Update of, Geotechnical Engineering Report
Project: ki0- 74a v is Furiuiiuu
Lot 132 (Formerly Lot 188) at The Hideaway
La Quinta, California ,
References: 1. Earth Systems Southwest; Geotechnical Engineering Report, Country Club of
the Desert, Phase 1,' L• a Quinta; California, File No.: 07117-10, Doc. No.: 00-
09-772, dated. September 22, 2000.
2. Earth Systems Southwest, Report : of Testing & Observation during Rough
Grading, Country Club of the Desert, La Quinta, California, File No.: 07117-
1.1,_Doe..No.: 01-07-718, dated August 28, 2002.
As requested, --we.have. reviewed referenced.geotechnical engineering report and report of testing
and observations during rough grading for purposes of" providing updated recommendations.
The subject lot was previously designated as Lot 188 and is currently designated as Lot 132
under Tentative Tract Map 29894.
Site Grading
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: oyerall mass grading. The subject lot has approximately
6.9 feet of fill/native soil that was compacted during rough grading. The finish grade, elevation at
the completion of -rough grading was approximately 10 16.4 feet (16.4 feet above mean sea level).
Based upon our review of the soil testing at the subject site, performed through January 29, 2001,
it is our opinion that the rough grading was 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. The finish grade;as a
result of precise grading is 1016.3 (16.3 feet above mean sea level), .a reduction of compacted
soil of 01 feet from the 1016.4 rough graded elevation, leaving 6.8 feet- of compacted soil on-_
site. The precise grading plan indicates that development of the site will be at or close to grade.
Since over one year has passed since the finish grading, we recommend some remedial effort
prior to precise grading and building construction.
(Ff
January 9, 2008 - 2 - File No.. 11325-
01
Doc. No.: 08-0.1-730
The building pad. area should be initially prepared by removing organic growth from the pad
surface. The pad should then be moisture conditioned by the use of sprinklers or rain birds to a
depth of 5 feet below the current pad grade. If the pad grade is to be raised from its current
elevation, non -expansive granular fills should be placed in maximum 8 -inch lifts (loose) and
compacted to at least 90% relative compaction (ASTM D 1557) near its optimum moisture
content. If the pad is to be lowered in elevation, the depth of moisture ,conditioning may need to
be increased. Additionally; dependingupon the depth of cut (if any), additional over -excavation
and compaction may be required.
Foundations
The structure foundations 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.
Footing design of. widths, depths, and reinforcing are the responsibility of the Structural
Engineer, considering the structural loading and the geotechnical parameters given in this report.
A minimum footing depth of 12 inches below lowest adjacent grade should be maintained. A
representative of ESSW should observe foundation excavations before placement of reinforcing
steel or concrete. Loose soil or construction debris should be removed from footing excavations
before 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 0.5 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 0.5 foot of footing depth may be used up to a. maximum value of
.3000 psf.
A one-third (t/3) increase in the bearing pressure maybe used when calculating resistance to wind
or seismic loads. The allowable bearing values indicated are based on the anticipated maximum
loads stated in this report. If the anticipated loads exceed these values, the geotechnical engineer
must reevaluate the allowable bearing values and the grading requirements.
Minimum reinforcement for continuous wall footings (as specified in the California Building
Code) 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.
EARTH SYSTEMS SOUTHWEST
January 9, 2008 - 3 - HtNo: 11325-4I
-Doc. No.: 08-01-730
Expected Settlement: Estimated total' static settlement should be less than one -inch, based on
footings founded on firm soils as recommended. Differential settlement between exterior and
interior bearing members should be less than %2 -inch, expressed in a post -construction angular
distortion -ratio of 1:480 or less.
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.
Slabs -on -Grade
Subgrade: Concrete slabs -on -grade and flatwork should be supported by compacted soil placed
in accordance with Section 5.1 of the ESSW Geotechnical Engineering report.
Vapor 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. 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 subgrade soils.
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
EARTH SYSTEMS SOUTHWEST
rpl
January 9, 2008 - 4 - , Fi(e No.;113Z5-Q i
Doc. No.: 08-01.-730
should continually observe all reinforcing steel in slabs during placement of concrete to check
for proper location within the slab.
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 ('/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 ora 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 for
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. Typically, for this type of construction and using 2500 -psi concrete, many of these
quality control procedures are not required.
Mitigation of Soil Corrosivity on Concrete
'Selected chemical analyses for corrosivity were conducted on soil samples from the project site
as shown in Appendix B. The native soils within the development were found to have a low to
moderate sulfate ion concentrations and low to moderate chloride ion concentrations. Sulfate
ions can attack the cementitious material in concrete, causing weakening of the cement matrix
and eventual deterioration by raveling. Chloride ions can cause corrosion of reinforcing steel.
ACI 318 is referenced by ACI 318 requires for moderate sulfate conditions that Type V Portland
Cement be used with a maximum water cement ratio.of 0.5 using a 4,000 psi concrete mix (ACI
318 Table 4.3.1).
A minimum concrete cover of three (3) inches should be provided around steel reinforcing or
embedded components exposed to native soil or landscape water. Additionally, the concrete
should be thoroughly vibrated during placement.
Electrical resistivity testing of the. soil suggests that the site soils may present a very severe
potential for metal loss from electrochemical corrosion processes. Corrosion protection of metal
objects in direct contact with soil can be achieved by using epoxy corrosion inhibitors, asphalt
coatings, cathodic protection, or encapsulating with densely consolidated concrete.
The information provided above should be considered preliminary. These values can potentially
change based on several factors; such as importing soil from another job site and the quality of
construction water used during grading andsubsequent landscape irrigation.
Earth Systems does not practice corrosion engineering. We recommend that a qualified
corrosion engineer evaluate the corrosion potential on metal construction materials and concrete
at the site to provide mitigation of corrosive effects, if further guidance is desired.
EARTH SYSTEMS SOUTHWEST
January 9, 2008 - 5 - File 146.:11325-01
Doc. No.: 08-01-730
Seismic Design Criteria
This site is subject to strong ground shaking due to potential fault movements along the
San Andreas faults. The minimum seismic design should comply with the latest edition of the
California Building Code (CBC). The CBC provisions are generally intended to protect human
life safety and prevent structural collapse. They are not necessarily intended -to prevent structural
damage or preserve functionality after a large earthquake. Therefore, more stringent seismic
design should be considered if a particular level of structural performance is desirable after a
large earthquake. That design should be based on a site- and project -specific seismicity analysis.
The following are updated 2001 CBC seismic design values:
2001 CBC Seismic Coefficients for Chapter 16 Seismic Provisions
The potential for -soil liquefaction to occur at this site is considered low because the depth of
groundwater beneath the site exceeds 50 feet. Only the extreme southeastern part of the Phase 1
area lies within the Riverside County liquefaction study zone.
2007 CBC Seismic Coefficients: The California Building .Code (CBC) seismic design
parameters criteria are based on'a Design Earthquake that has an earthquake ground motion 2
/3 of
the lesser of 2% probability of occurrence in 50 years or 150% of mean determistic limit. The
PGA estimate given above is provided for information on the seismic, risk inherent in the CBC
design. The seismic and site coefficients given in Chapter 16 of the 2007 California Building
Code are attached to this report.
Seismic Hazard Zones: The site lies in a high liquefaction potential zone designated by the
2003 Riverside County Integrated Project because of intermediate groundwater (50-100 feet), but
low susceptibility due to the depth of groundwater. This portion of Riverside County has not
been mapped by the California Seismic Hazard Mapping Act (Ca. PRC 2690 to 2699).
Closing
Except as modified in this report, it is our opinion that the referenced documents are applicable
to the proposed. development. Our recommendations are pending a review of the precise grading .
and drainage plans and structural plans with details. We make no representation as to the
accuracy of the dimensions, measurements, calculations, or any portion of the design.
EARTH SYSTEMS SOUTHWEST
Reference:
Seismic Zone:
4
Figure 16-2
Seismic Zone Factor; Z:
0.4
Table 16-I
Soil Profile Type:
SD
Table, 16-J
Seismic Source Type:
A
Table 16-U
Distance to Known Seismic Source: 10.3 km = 6.4 miles
(San Andreas Fault)
Near Source Factor, Na:
1.00
Table 16-S
Near Source Factor, N,,:
1.19
Table 16-T
Seismic Coefficient, Ca:
0.44 = 0.44Na
Table 16-Q
Seismic Coefficient, C,,:
0.76 = 0.64N„
Table 16-R
The potential for -soil liquefaction to occur at this site is considered low because the depth of
groundwater beneath the site exceeds 50 feet. Only the extreme southeastern part of the Phase 1
area lies within the Riverside County liquefaction study zone.
2007 CBC Seismic Coefficients: The California Building .Code (CBC) seismic design
parameters criteria are based on'a Design Earthquake that has an earthquake ground motion 2
/3 of
the lesser of 2% probability of occurrence in 50 years or 150% of mean determistic limit. The
PGA estimate given above is provided for information on the seismic, risk inherent in the CBC
design. The seismic and site coefficients given in Chapter 16 of the 2007 California Building
Code are attached to this report.
Seismic Hazard Zones: The site lies in a high liquefaction potential zone designated by the
2003 Riverside County Integrated Project because of intermediate groundwater (50-100 feet), but
low susceptibility due to the depth of groundwater. This portion of Riverside County has not
been mapped by the California Seismic Hazard Mapping Act (Ca. PRC 2690 to 2699).
Closing
Except as modified in this report, it is our opinion that the referenced documents are applicable
to the proposed. development. Our recommendations are pending a review of the precise grading .
and drainage plans and structural plans with details. We make no representation as to the
accuracy of the dimensions, measurements, calculations, or any portion of the design.
EARTH SYSTEMS SOUTHWEST
January 9, 2008 6 : FileNo.: ii325-01
Doc. No.: 08-01-730
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.
As the Geotechnical Engineer of Record for this project, Earth Systems Southwest (ESSW) has
striven to .provide our services in accordance withgenerally 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.
ESSW should be'provided the opportunity for a general review of final design and specifications
in order that earthwork and foundation recommendations may be properly interpreted and
implemented in the design and specifications: If ESSW is not accorded the privilege of making
this recommended review, we can assume no responsibility for misinterpretation of our
recommendations.
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.
Respectfully submitted,
EARTH SYSTEMS SOUTHWEST Reviewed by, QPCFE/oy
Kirsten Murch
Project Geologist
Letter/klm/csh/ajf
Distribution: 2/Shoreridge Estates, LLC
1/RC File
2/BD File
Craig S. Hill
CE 38234
QUO �G S,.y '9l
3 CE 38234
.
Up- 03)31/09
�s� cnnt �Q
OF CA�1F0
Attachment: 2007 California Building Code (CBC)*& ASCE 7-05 Seismic Parameters
1.2
1.0
m
co
U)
0.8'
0
(D
0.6
ccQ
0.4
a�
CL
U)
0.0
2007 CBC (ASCE 7-05) Equivalent Static. Response Spectrum
Sa
(g)
0.00
0.40
0.05
0.65
0.12
1.00
0.20
1.00
0:30
1.00
0.60
1.00
0.70
80-740 Via Portofmo
r NO
0.75
0.90
0.67
1.00
0.60
1.10
•
2007 California Building Code (CBC) & -ASCE 7-05 Seismic Parameters
1.20
0.50
1.30
CBC Reference
ASCE 7-05 Reference
Seismic Category: "
1.50
D
Table 1616.3(1)
Table 11.6-1
` Site Class:
0.35
D
Table 1615.1:1
Table 20.3-1
Latitude:
2.00
33.668 N
`
0.27
Longitude:
-116.256 W
Maximum Considered Earthquake (MCE)
Ground Motion
Short Period Spectral Response
Ss
.1.50 g
Figure1615(3)
Figure 22-3
1 second Spectral Response
Sl
0.60 g
Figure1615(4)
Figure 22.4
' Site Coefficient
Fa
1.00
Table 1615.1.2(1)
Table 11.4-1
Site Coefficient
FV
1.50
Table 1615.1.2(2)
Table 11-4.2
'
SMs
1.50 g
= Fa*Ss
SM,
0.90 g
= Fv*S,
Design Earthguake Ground Motion
Short Period Spectral Reponse
SDs-
1.00 g
= 2/3*SMs
1 second Spectral Response
SDI
0.60 g
= 2/3*SM,
'
To
0.12 sec
= 0.2*SD,/SDs
Ts
0.60 sec
= SD,/SDS
1.2
1.0
m
co
U)
0.8'
0
(D
0.6
ccQ
0.4
a�
CL
U)
0.0
2007 CBC (ASCE 7-05) Equivalent Static. Response Spectrum
OA 0.5
1.0 1.5 2.0
Period (sec)
EARTH SYSTEMS SOUTHWEST
Period
T (sec)
Sa
(g)
0.00
0.40
0.05
0.65
0.12
1.00
0.20
1.00
0:30
1.00
0.60
1.00
0.70
0.86
r NO
0.75
0.90
0.67
1.00
0.60
1.10
0.55
1.20
0.50
1.30
0.46
1.40
0.43
1.50
0.40
1.60
0.38
1.70
0.35
1.80
0.33
1.90
0.32
2.00
0.30
2.20
0.27
OA 0.5
1.0 1.5 2.0
Period (sec)
EARTH SYSTEMS SOUTHWEST
Period
T (sec)
Sa
(g)
0.00
0.40
0.05
0.65
0.12
1.00
0.20
1.00
0:30
1.00
0.60
1.00
0.70
0.86
0.80
0.75
0.90
0.67
1.00
0.60
1.10
0.55
1.20
0.50
1.30
0.46
1.40
0.43
1.50
0.40
1.60
0.38
1.70
0.35
1.80
0.33
1.90
0.32
2.00
0.30
2.20
0.27