12-1430 (SFD)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 12-00001430
Property Address: 80690 VIA MONTECITO
APN: 772-410-999-71 -298944-
Application description: DWELLING - SINGLE FAMILY
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 464655
Applicant:
T4ht 4,4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
SPEHAR, SCOTT & CATHY
2887 SOUTHWIND DR.
DETACHED DUBLIN, CA 94568 Fro
Architect or Engineer:
Contractor:
JEHA CONSTRUCTION,
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/02/13
JUL Q3 2013 191
3089 SANDSTONE ROAD C1iYOF�AQU�NTA
4 ALAMO, CA 94507 FINANCEDEpT
(925)250-4038 '
Lic. No.*: 410408
v
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busi ss nd Pr (¢9510 als Code, and my License is in full force and effect.
Lice a Clas B s No.: 410408
✓ ate ontractor: '
OWNU-BUIL R DECLARATION
I he by (fir . under nalty of perjury that I am axehe Contractor's State License Law for the
followin reason (Sec. 7031.5, Business and ProfessiAny city or county that requires a permit to
construct, alter, improve, demolish, or repair any struto its Issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
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).:
(_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
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, We 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(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is Issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is ---
issued.
_ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
#p rson in a nner so as to become subject to the workers' compensation laws of California,
d a e that, if hou ecomee subject to the workers' compensation provisions of Section
7 of the Labor e, I s rt h comply wi hose provisions.
{/Date:
WARNINJ: FkILURE TO SECURE WORKERS' CO PEN ATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJEC AN EMPLOYER TO CRIMINAL PENA IES AV CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO TH OSCOMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEFfST_9ND 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 Ouinta, 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
pe it to cancellatio
I certif that I ve read this app cats and state at a above Information is correct. I agree to comply with all
city an count ordinances and tate la ' g to buil ng conssya ction, and hereby authorize representatives
ounty II ter upon th above- entioned property or rrSrpection purposes.
to l�8nature (App"ca or Agentl:
Application Number . . . . . 12-00001430
Permit . . . . . MECHANICAL
LQPERMIT
a-
Structure Information
Construction Type . .
. . . TYPE V, UNPROTECTED
Occupancy Type . .
. . . DWELLG/LODGING/CONG <=10
Other struct info . .
. . . CODE EDITION 2010
# BEDROOMS
5.00
FIRE SPRINKLERS YES
GARAGE SQ FTG
1100.00
PATIO SQ FTG
1862.00
NUMBER OF UNITS
1.00
,1ST FLOOR SQUARE FOOTAGE
5048.00
-----------------------------------------------------------------------------
Permit . . . BUILDING PERMIT
Additional desc .
{ Permit Fee . . . .
1868.00 Plan Check Fee
1214.20
Issue Date . . . .
Valuation . . . .
450918
Expiration Date . .
12/29/13
Qty Unit Charge
Per -
Extension
BASE FEE
639.50
351.00 3.5000
----------------------------------------------------------------------------
THOU BLDG 100,001-500,000
1228.50
Permit ELEC-NEW RESIDENTIAL
Additional desc . .
Permit Fee
228.68 Plan Check Fee
57.17
Issue Date
Valuation
0
Expiration Date
12/29/13
Qty Unit Charge
Per
Extension
BASE FEE
15.00
5048.00 .0350
ELEC NEW RES - 1 OR 2 FAMILY
176.68
1100.00 .0200
ELEC GARAGE OR NON-RESIDENTIAL
22.00
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 . .
12/29/13
Qty Unit Charge
Per
Extension
----------------------------------------------------------------------------
BASE FEE
15.00
Permit . . . . . MECHANICAL
LQPERMIT
a-
Application Number . . . . . 12-00001430
Permit . . . MECHANICAL
Additional desc . .
Permit Fee . . . . 168.00 Plan Check Fee 42.00
Issue Date . . . . Valuation . . . . 0
Expiration Date . 12/29/13
Qty Unit Charge
Per
Extension
BASE FEE
15.00
4.00 9.0000
EA MECH FURNACE <=100K
36.00
1.00 9.0000
EA MECH B/C <=3HP/100K BTU
9.00
3.00 16.5000
EA MECH B/C >3-15HP/>100K-500KBTU
49.50
8.00 6.5000
EA MECH VENT FAN
52.00
1.00 6.5000
---------------7------------------------------------------------------------
EA MECH EXHAUST HOOD
6.50
Permit . . .
PLUMBING
Additional desc . .
Permit Fee
237.75 Plan Check Fee
-59.44
Issue Date . . . .
Valuation . . . .
0
Expiration Date
12/29/13
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
2.00 7.5000
EA. PLB WATER HEATER/VENT
15.00
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 9.0000
EA PLB LAWN SPRINKLER SYSTEM
9.00
13.00 :7500
EA PLB GAS PIPE >=5
9.75
1.00 15.0000
EA PLB GAS METER
15.00
----------------------------------------------------------------------------
Special Notes and Comments
5048 SF SFD. (4332SF
LIV. + 716SF
CASITA)TYPE V -B CONSTR. W/ FIRE
SPRINKLERS. 2010 CODES.
2013 DIF,
TUMF.ARCHITECT: JUAN
C. OCHOA C28502.
**PERMIT DOES NOT INCLUDE BLOCK WALLS,
FENCES, SWIMMING POOLS,
SPA, BBQ'S and
DRIVEWAY APPROACH**
----------------------------------------------------------------------------
Other Fees . . . . .
. . . . ART IN PUBLIC PLACES -RES
661.64
BLDG STDS ADMIN (SB1473)
19.00
DIF COMMUNITY CENTERS -RES
129.00
DIF CIVIC CENTER - RES
942.00
ENERGY REVIEW FEE
121.42
DIF FIRE PROTECTION -RES
433.00
HOURLY PLAN CHECK
665.00
DIF LIBRARIES - RES
344.00
LQPERMIT
Application Number . . . . . 12-00001430
----------------------------------------------------------------------------
Other Fees . . .
. . . . . .
MULTI -SPECIES (MSHCP) FEE
1278.00
DIF PARK MAINT FAC - RES
40.00
DIF'PARKS/REC - RES
2048.00
STRONG MOTION (SMI) - RES
46.47
TUMF: RESIDENTIAL
1837.44
DIF STREET MAINT FAC -RES
116.00
DIF TRANSPORTATION - RES
2842.00
Fee summary
-----------------
Charged
Paid Credited
Due
Permit Fee Total
-7 --------
2517.43
---------- ---------- ----------
.00 .00
2517.43
Plan Check Total
1372.81
1000.00 .00
372.81
Other Fee Total
11522.97
.00 .00
11522.97
Grand Total
15413.21
1000.00 .00
14413.21
LQPERMIT
Building
Address
Owner
SPE
4
P.O. BOX 1504 APPLICATION ONLY
78-495 CALLE TAMPICO
1/ TE,4/rALA OUINTA, CALIFORNIA 92253
mailing
Address a �D t/
%
City I Zip
Contractor
%%%/11t)
Wim
State Lic.I City
8 Classif. Lic. #
Designer G N AS d e
Address Tel. 4(9,f;D
736.2 !�/ . // 773- adca
Cit Zip State
/ W n1c NG ds 4 .9 � /_ n Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000)
t.of Division 3 of the Business and Professions Code, and my license is in full force and
effec
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractors License Law for the following
reason: (Sec. 7031.5%siness and Professions Code: Any city or county which requires a
permit to construct, after, improve, demolish, or repair any structure, prior to 'Its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he Is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars (8500).
I-; I, as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
I 1 1, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
Il 1 am exempt under Sec. B. 8 P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
r7 Copy is filed with the city. O Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed 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 the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT., 0, 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 permil 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 pro y filled out, signed and validated, and is subject to
expiration if work thereun ' susp ed for 180 days.
I certify that I hav ad this ap I ation and state that the above information Is correct.
I agree to comply itn all city d county ordinances and state laws relating to building
construction, a hereby au raze representatives sof this city to enter the above.
mentioned pro rtv for in Dec on our ses
Signature of
Mailing Add
City, State,
TYPE"CONST. OCC. GRP.
Number .777 / — 7" — 0//
I Description z o %
:ct Description S/NG L E F)WIA WX1,_1 /AVG
Sq. Ft. No. No. Dw. /
Size _ yy 3 Stories 42 Units
New Add ❑ Alter ❑ Repair ❑ Demolition ❑
on
PERMIT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
G
n r'n
TOTAL
REMARKS I f
ClI IF FA
AMOUNT
/ DSD
ZONE: BY:
Minimum Setback Distances:
Front Setback fron Center Line
Rear Setback frorr Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIV SION
Coachella Valley Unified School District
83-733 Avenue 55, Thermal, CA 92274
(760) 398-5909 — Fax (760) 398-1224
This Box For District Use Only
DEVELOPER FEES PAID
AREA: AMOUNT
LEVELONEAMOUNT:
LEVEL TWO AMOUNT: MITIGATION AMOUNT:
COMM/IND. AMOUNT:
DATE:
RECEIPT: CHECK#:
INITIALS
CERTIFICATE OF COMPLIANCE
California Education Code 17620)
Project Name:Gregory_S._Scott_Spehar_(Hideaway) Date: July 2, 2013
Owner's Name: Gregory & Scott Spehar Phone No. 925-250-4038
Project Address: 80-690 Via Montecito, La Quinta, CA
Project Description: Single Family Dwelling
APN: 777-400-017 Tract #: Lot #'s:
Type of Development: Residential XX Commercial
Total Square Feet of Building Area: 5,048 Sq Ft.
Industrial
Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under
penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer.
Dated: Signature:
*****************************
SCHOOL DISTRICT'S REQUIREMENTS FOR TIS,,
ACCORDANCE WITH ONE OF THE FOLLOWING:
Education Code Gov. Code Project
17620 65995 Approval
tOJECT HAVE BEEN OR WILL BE SATISFIED,IN_
ONE)
Agreement Existing Not Subject to Fee
Prior to 1/1/87 Requirement
Number of Sq.Ft. 5,048
Amount per Sq.Ft. $3.20
Amount Collected $16,153.60
Building Permit Application Completed: Yes/No
By: Elsa F. Esqueda, Director of Facilities and Maintenance
Certificate issued by: Leticia Torres, Facilities Analyst Signature:
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES�AND STATEMENT OF FEES
Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this Nstrict 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 -da} 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 otherapplicable 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 paymen_ 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 a:. 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 6etermined by the School District, and up
to three (3) such extensions may be granted.
M V:c/mvdocs'dev lees/cerci l icatc o l -compliance lbrm updated 3-2007 112010
POST IN A CONSPICUOUS PLACE
Certificate of Occupancy
Community Development Department
This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the
California Residential Code, certifying that, at the time of issuance, this structure was in
compliance with the provisions of the Building Code and the various ordinances of the City
regulating building construction and/or use.
BUILDING ADDRESS: 80-690 VIA MONTECITO
Use classification: SINGLE FAMILY DWELLING Building Permit No.: 12-1430
Occupancy Group: R-3 Type of Construction: VB Land Use Zone: RL
Code Edition: 2010 Sprinkler Installed: YES Sprinkler Required: YES
Owner of Building: SPEHAR, GREGORY & CATHY
Address: 3367 DEER HOLLOW DR
City, ST, ZIP: DANVILLE, CA 94506
____________ GREG BUTLER_________________ By: KIRK KIRKLAND
Building Official Date: MARCH 7, 2014
7)
-V Land.Axlefict
Mll New -cmy Tjue-
47-875 Caleo Bay, Suite A 101
LS Quinta, CA 92253
�--` Phone: (760) 564-6769 • FAY., (760) 564.9464
May 17, 2007
ter.
Gregory Scott Spehar
Cathy L. Spehar
304 Pheasant Run Dr,
Danville, CA 94506
Re.- Our Escrow Number: 33070271 -FW
Title order Number; 2375579
Property Address; VACANT LOT 71 D / 80690 Via M0111tecitO, La Quinta. CA 92253
PRELIMINARY REPORT
The undersigned Buyer hereby acknowledge(s) receipt of a copy of the Preliminary Report issued by New
Century Tide Company - Riverside Title under order number 2375579, and dated as of May 10, 2007.
Buyer understands that said report contains the exact legal description for the property being conveyed
in this escrow, and that by approving the Preliminary Reportoorrtingency they are also approving the
legal description contained therein for use in this escrow. Additionally, Buyer accept; the policy of title
described in said Preliminary Report for the purposes of this transaction.
Upon Buyer's removal of this contingency, Buyer approves the following ItemS.bo appear in the policy of
title insurance to be issued at the close of escrow;
1, 3 through 14
DATED;
Buyer(s) Signature: YOUR COPY
Gregory Scott Spehar
Prelim Approval (233) 03-06
Cathy L. Spehar
Exhibit "A„
PARCEL 1:
Order No. 2375579
LOT 71 OF TRACT NO. 299944, IN THE CITY OF LA 4UINTA, AS SHOWN BY. MAP ON FILE IN
BOOK 3599 PAGE(S) 49 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RWERSIDE COUNTY, CALIFORNIA.
EXCEPTING THEREFROM TO GRANTOR, AND ITS SUCCESSORS AND ASSIGNS, INTEREST IN
ALL WATER, MINERALS, OIL, GAS, PETROLEUM, OTHER HYDROCARBON SUBSTANCES AND
ALL GEOTHERMAL ENERGY SOURCES IN OR UNDER SAID LAND OR "ICH MAY BE
PRODUCED FROM SAID LAND.
PARCEL 2:
NON-EXCLUSIVE EASEMENTS FOR ACCESS, INGRESS, EGRESS, DRAINAGE, MAINTENANCE,
REPAIR$ AND FOR OTHER PURPOSES, ALL AS DESCRIBED IN THE DECLARATION.
^ TITLE ORDER NUMBER. 2376579
SCHEDULE A
The estate or interest in the land hereinafter described or referred to covered by this Report is:
A fee as to parcel 1;
an easement more fully described below as to parcel(s) 2.
Title to said estate or interest at the date hereof is vested in:
Steve C. Padis and Judith D. Padis, husband and wife and Michael 0. Kwiatkowski and Vicki J.
Kwiatkowski, husband and wife as joint tenants r
The land referred to in this Report is situated in the State of California, County of RIVER -SIDE, and is
described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF.
May 13, 2013
Cathy and Scott Spehar
2887 Southwind Drive
Dublin, CA 94568
RE: Lot 71D at 80690 Via Montecito
Final Design Review #4
Dear Mr. and Mrs. Spehar,
The Hideaway Design Review Committee (DRC) reviewed and approved your revised construction
document submittal subject to the following comments being addressed prior to yo- request for setback
observation at the lot.
1. The pool has been adjusted appropriately on the architectural Site Plan; however, the grading plan
still shows a corner of the pool and spa extending closer than the required 5 feet. Please revise
the grading plan to be consistent with the Site Plan which is correct.
2. Please provide cut sheets and specifications for all wall mounted light fixtures indicating
conformance with the guidelines. This includes appropriate bulb wattages, seeded glass, etc.
3,. The details for the openings do not appear to provide the minimum 2 inch recess required (see
details numbers: 2, 8 and 14).
4. A planter has been added at the end of the driveway to soften the architecture; however, the
planting indicated is insufficient as proposed. Please increase the planter size and/or propose
larger shrubs or vines to the planter pocket and extend them across the house wall.
5. The pots on the pool plinths 'and the tile are subject to a field review during zonstruction and prior
to installation. Bright colored tiles will not be permitted.
6. Since this project was originally submitted the requirement to plant the streetscape easement per
the Developer's plan is no longer active. You may want to propose an alternate design that ties in
with the overall landscape plan as the hedges and street trees can be modified at your discretion,
subject to DRC approval.
Please contact Brook Marshall at Brook@dc.rr.com or by phone at (760) 219-8057 with any questions or
to schedule your Pre -Construction Meeting at the lot once a Building Permit has been granted by the City
of La Quinta.
Sincerely,
Hideaway Design Review Committee
cc:
Juan Carlos Ochoa
DRC File
PROUDLY SERVING THE
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CRIES OF:
BANNING
BEAUMONT
CALI M ESA
CANYON LAKE
COACHELLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
LAKE ELSINORE
LA QUINTA
MENIFEE
MORENO VALLEY
PALM DESERT
PERRIS
RANCHO MIRAGE
RUBIDOUx CSD
SAN JACINTO
TEMECULA
WILDOMAR
BOARD OF
SUPERVISORS:
BOB BUSTER
DISTRICT 1
JOHN TAVAGLIONE
DISTRICT 2
JEFF STONE
DISTRICT 3
JOHN BENOIT
DISTRICT 4
MARION ASHLEY
DISTRICT 5
RIVERSIDE COUNTY FIRE DEPARTMENT
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886
• Fax(760)863-7072
www.rvcfire.org
July 15, 2013
Residential Fire Systems
2871 E. Via Martens
Anaheim, CA 92806
Re: Residential Fire Sprinkler Plan Review
LAQ-13-RS-051 80-690 Via Montecito La Quinta, CA
The sprinkler plans you submitted for the above referenced project have been reviewed by
Riverside County Fire Department Planning & Engineering personnel and are approved with
the following conditions:
A minimum of three spare fire sprinklers of each type and temperature rating along with a
sprinkler wrench should be located in a spare head cabinet at the system riser or other
approved location.
Permanently marked identification signs shall be attached to all control valves.
A warning sign, with minimum '/ inch letters, shall be affixed adjacent to the main shutoff valve
and shall state the following:
WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a
fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler
system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system
without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign.
The following inspections/tests are required to be witnessed by the Fire Department Planning
Division staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and
pumped at normal operating pressure.
(b) Final inspection.
The Fire Department job card, approved plans and conditions letter must be at the job site or
NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire
Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection
date.
All questions regarding the meaning of these conditions should be referred to the Fire
Department Planning & Engineering staff at (760) 863-8886.
Applicant/installer shall be responsible to contact the Fire Department to sched a inspe tion.
Sincerely,
Jason tubble
Fire Safety Specialist
.FILE capY
Q,;�CITY OF LA QUINTASUB-CONTRACTOR LIST
JOB ADDRESS 80 i0� D - O't Pr M b0te66 PERMIT NUMBER OWNER scz44 3PP_6y BUILDER i `f
This form shall be posted on the job with the Building Inspection Card. at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to wort
on this job. Any -changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance
f b 'Id' mit For each a licable trade all information requested below must be completed by applicant. "On File" is not an acceptable response.
U ui ing per
, Classification
IIduG / v�oaan wauvn
Trade
pp ,
�,.....�,....... � ., ,:.::.. ....:
...::.:::.: .
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SATISH SHAH & ASSOCIATES, Inc.
CONSULTING ENGINEERS
3920 E. Coronado Street, Ste. # 203 Anaheim, CA 92807
PHONE: (714)632-1865 FAX: (714) 632-1314
E -Mail: sshahinc@sshahinc.com
5/4/2013
City of La Quinta
California
Building and Safety Department
Subject: Truss Layout and Calculations
BY: Foxworth Galbraith Lumber
Date: 4/22/13
Project: Spehar Residence
80-690 Via Montecito
La Quinta, CA 92253
Dear Plan Examiner:
CITY OF LA QN`NE A
BUILDING
APPROVED
FOR CONSTRUCT ON
I Y �
DA g
Our office have reviewed the revised Roof Truss Layout and Calculations prepared by
Foxworth Galbraith Lumber, dated 4/22/13.; the layout and calculations are in substantial
compliance with structural design.
Do not hesitate to call our office, for questions regarding this.
Thank You,
Satish Shah P.E.
Stadden Engineering
45090 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 363-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 50-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-886::
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-877%
CITY OF IN QUINTA
March 15, 2013 BUILDING & SAFETY DEPT. Projecl No. 544-08035
APPROVED 13-03-091
FOR CONSTRUCTION
Ochoa Design Associates BY
73-626 Highway 111 DA
Palm Desert, California 92260 l 2�
Project: Proposed Custom Residence
80-690 Via Montecito
The Hideaway
La Quinta, California
Subject: Soluble Sulfate Content
J RECEIVED
MAR 2 6 2013
QTY OF LA QUINTA
COMMUNITY DEVELOPMENT
As requested, we have sampled the surface soil on the subject lot to determine the soluble sulfate
content as it relates to selecting appropriate concrete mix designs. Testing indica-es that the site
soil is considered potentially corrosive with respect to concrete. The testing indi:ated a soluble
sulfate content of 1520 ppm (0.152 percent) that corresponds with "moderate" exposure category
in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08, special
sulfate resistant concrete mix designs will be required. Structural concrete placed in contact with
soil should have a minimum compression strength of 4000 psi and a maximum water/cement
ratio of 0.50.
If you have questions regarding this letter, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEEI
Brett L. Anderson \—J
tlrce T L
Principal Engineer
ANDERSON
y No. 045389
EXP- 9/30/14
Letter/gvm
CIVIC.
ENGINEERING
l
�
lFOr• rnt 1F4i
Copies: 4/Ochoa Design Associates
Sladden
Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 323-1369
45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8363
Date: February. 5, 2013
Account No.: 522-08035
Customer: Ochoa Design Associates
Location: The Hideaway, 80-690 Via Montecito, Lot 71 D, La Quinta
Analytical Report
Sulfate Series
Soluble Sulfates Soluble Chloride
per CA 417 per CA 422
PPM ppm
WWI]
350
Stftte 522-08035 020513
Q
TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURF CONmmnNC
'
IAINIMUM!'r,
_
MAXIMUM
NOR AL•WEIGHT AVD .
WATER�CEMEU"OUS
UGH*EIGNT.
MATERIALS' RATtO; BY. ,.
AGGREGATE'ZONCR_TE,
EXPOSURE CONDITION
.WEIQHT,'NORI.IAL•WEIGNf
AGGREGATE CONCRETE •
. ' x 0.00699 for MPa
Concrete intended to have low permeability when
-
exposed to water
050
4,000
Concre)e exposed to'freexing and thawing in it moist
.Welght and
condition or to deicing chemicals
-
Mi tarfals. Ratlo;bj�.
0.45
4,500
For corrosion projection for reinforced concrete
exposed to chlorides from deicing chemicals_, salts or
- w -.
cancreta' Po
EXPOSURE
brackish water, or-spray.fmm these sources
0-40
CEMENT TYPE
AgaregatsNuel-Welglit=
Coneretel
Coturetat
':
5,000
TABLE 19-A-3—REQUIREMENTS:FOR CONCRETE
EXP03Fn Tn RI1I FA7t _t nA1TAt�ltur-cnr r. r.... .
against corrosion'of embedded items ar
freezi-
NORMAL -WEIGHT
UGHTWEIG6T
:AGGREGATE
AGGREGATE
CONCRETE
Maxlmum`Wator-
CamenUtlous
f' Normal-
'
'
.
WATER} SOLUBLE
.Welght and
SULFATE
-
Mi tarfals. Ratlo;bj�.
. ,Ughtweopa
SULFATE
SOttI IN SOIL,
P�RCEItTAGE BY
gh4
- w -.
cancreta' Po
EXPOSURE
WEIGHT
SULFATE (SO�)1N
WATER, ppm
CEMENT TYPE
AgaregatsNuel-Welglit=
Coneretel
Coturetat
':
x OAp689'lor k:Pa
Negligible
0.00-0.10
0-150
Moderatez
0.10-0.20
150-1,500
H, IP(MS), is
050•
4,000
(MS)
Scvctz
0.20-200
tS00-(0.000
V
0.45
4,500
Very severe
Ova 200
Ovcr 10,000
V plus
0,45
¢,500
pozzolan3
[A Inwrr warrrl-.-n..n,G;..,.......__
-------------
—
..
.-,,.•.....,..,.b,,, tray vo rcyutrea tar Low permcahiUty or for protcetion
2Scawa[cr_ ng and thawing (`f'abl'e 19A-2).
'
3Pozzolan that has been determined by test orservice record to im
tairiing Typc V cement. prove sulfate rum
isnee when used in concrete =an -
2 -264
Sladden Engineering
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 861-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523 -1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Far (951) 766-8778
September 19, 2012 CITY OF to QUINTA Project No. 544-08035
BUILDING & SAF`UYY DEPT. 12-09-238
Ochoa Design Associates V t—
g APPR4
73-626 Highway 111 FOR CONSTRUCT ON
Palm Desert, California 9 60 � F V-�
...,zGV BY
Project: Proposed Custo
80-690 Via Montecito L 2' 3 DEC 12 ?012
The Hideaway
La Quinta, California BY,
Subject: Geotechnical Update
Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESSW) dated
September 22, 2000; File No. 07117-10, Report No. 00-09-772
Report of Testing and Observation During Rough Grading prepax--d by ESS dated
August 28, 2002; File No. 071.17-11, Report No. 01-07-718
Report of Testing and Observation During Rough Grading prepared by Sladden
Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647
As requested, we have reviewed the above referenced geotechnical reports as they relate to the
design and construction of the proposed custom residence. The project site is located at 80-690
Via Montecito within the Hideaway Golf Club development in the City of La Quinta, California.
It is our understanding that the proposed residence will be a relatively lightweight wood -frame
structure supported by conventional shallow spread footings and concrete slabs on grade.
The subject lot was previously graded during the rough grading of the Hideaway project site and
was subsequently regraded. The rough grading included over -excavation of the native surface
soil along with the placement of engineered fill soil to construct the building pads. The regrading
included processing the surface soil along with minor cuts and fills to constr,-ict the individual
building pads to the current configurations. Some additional over -excavation was performed in
areas where the building envelopes were .reconfigured. The most recert site grading is
summarized in the referenced Report of Testing and Observations During Rough Grading
prepared by Sladden Engineering along with the compaction test results.
The referenced reports include recommendations pertaining to the construc_ion of residential
structure foundations. Based upon our review of the referenced reports, it is our opinion that the
structural values included in the referenced grading report prepared by Sladden Engineering
remain applicable for the design and construction of the proposed re.-idential structure
foundations.
September 19, 2012 -2- Project No. 544-08035
12-09-238
Because the lot has been previously rough graded, the remedial grading required at this time
should be minimal provided that the building falls within the previously assumed building
envelope. The building area should be cleared of surface vegetation, scarified and moisture
conditioned prior to precise grading. The exposed surface should be compacted to a minimum of
90 percent relative compaction is attained prior to fill placement. Any fill material should be
placed in thin lifts at near optimum moisture content and compacted to at least 90 percent
relative compaction.
The allowable bearing pressures recommended in the referenced grading report prepared by
Sladden Engineering remain applicable. Conventional shallow spread footings should be
bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent
grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be
at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing
allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf
for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be
utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The
recommended allowable bearing pressures may be increased by one-third for wind and seismic
loading.
Lateral forces may be resisted by friction along the base of the foundations and passive resistance
along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is
recommended for use in design. Passive resistance may be estimated using an equivalent fluid
weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance
should be reduced by one third to 0.33 times the normal dead load forces.
The bearing soil is non -expansive and falls within the "very low" expansion category in
accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and
reinforcement should be determined by the structural engineer, we recommend a minimum floor
slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to
ensure that reinforcement is placed at slab mid -height.
Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder
consisting of a polyvinyl chloride membrane such as 10 -mil Visqueen, or equivalent. All laps
within the membrane should be sealed and at least 2 inches of clean sand should be placed over
the membrane to promote uniform curing of the concrete. To reduce the potential for punctures,
the membrane should be placed on a pad surface that has been graded smooth without any sharp
protrusions. If a smooth surface can not be achieved by grading, consideration should be given to
placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the
membrane.
Based on our field observations and understanding of local geologic conditions, the soil profile
type judged applicable to this site is So, generally described as stiff soil. The following presents
additional coefficients and factors relevant to seismic mitigation for new construction based upon
the 2010 California Building Code (CBC).
Sladden Engineering
r I
September 19, 2012 -3- Project No. 544-08035
12-09-238
The seismic design category for a structure may be determined in accordance with Section 1613
of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate
design seismic loading for the proposed structures. The 2010 CBC Seismic Design Parameters are
summarized on the following page.
Occupancy Category (Table 1604.5): II
Site Class (Table 1613.5.2): D
Ss (Figure 1613.5.1):1.50g
S1 (Figure 1613.5.1): 0.60g
Fa (Table 1613.5.3(1)): 1.0
Fv (Table 1613.5.3(2)):1.5
Sms (Equation 16-36 (Fa X Ss}): 1.50g
Sm1 (Equation 16-37 (Fv X S1}): 0.90g
SDs (Equation 16-38 12/3 X Sms}): 1.00g
SD1(Equation 16-39 (2/3 X Sm1(): 0.60g
Seismic Design Category: D
If you have questions regarding this letter or the referenced reports, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
Brett L. Anderson \\) 1 j'&� NO. C�g—�_= 3
Principal Engineer ` u\\{t E% I<. 3,
SER/gvm
Copies: 4/Ochoa Design Associates
Sladden Engineering
I BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Spehar Residence
80690 Via Montecito
La Quinta, CA
Project Designer:
Ochoa Design Associates
73-626 H ig hway 111
Palm Desert, CA
Report Prepared by:
RECEIVED
MAR 2 6 2013
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
Joan D. Hacker
Insu-form, Inc.
77810 Las Montanas Road, Suite 201
Palm Desert, Ca 92211
760-345-1352
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
Job Number: FOR CONSTRUCT ON
DAT BY
Date:
3/1/2013
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 2008 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC — www.energysoft.com.
us
I TABLE OF CONTENTS I
Cover Page 1
Table of Contents 2
Form CF -1 R Certificate of Compliance 3
Form MF -1 R Mandatory Measures Summary. 10
HVAC System Heating and Cooling Loads Summary 13
EnergyPro 5.1 by EnergySoft Job Number: ID: User Number. 2655
PERFORMANCE CERTIFICATE: Residential Part I of 5
CF -1 R
Project Name
Spehar Residence
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
3/1/2013
Project Address
80690 Via Montecito La Quinta
California Energy Climate Zone
CA Climate Zone 15
Total Cond. Floor Area
5,048
Addition
n/a
# of Stories
1
FIELD INSPECTION ENERGY CHECKLIST
IZI Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Parti 2 of 5 of this form.
❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details.
INSULATION
Construction Type
Area Special
Cavity Features see Parl 2 of 5 Status
Slab Unheated Slab -0n -Grade
None 5,048 Perim = 272' New
Wall Wood Framed
R-19 4,083 New
Roof Wood Framed Attic
R-38 5,048 Radiant Barrier New
FENESTRATION U-
Orientation Area Factor
Exterior
SHGC Overhang Sidefins Shades Status
Front (S) 51.0 0.400
0.35 20.0 none Bug Screen New
Front (S) 96.0 0.400
0.35 12.0 none Bug Screen New
Front (S) 42.0 0.400
0.35 2.0 none Bug Screen New
Left (lM 113.5 0.400
0.35 2.0 none Bug Screen New
Rear (N) 365.0 0.400
0.35 2.0 none Bug Screen New
Rear (N) 220.0 0.400
0.35 16.0 none Bug Screen New
Rear (NE) 30.0 0.400
0.35 2.0 none Bug Screen New
Right (E) 2.3 0.400
0.35 16.0 none Bug Screen New
Right (E) 49.5 0.400
0.35 2.0 none Bug Screen New
Right (SE) 46.0 0.400
0.35 2.0 none Bug Screen New
Front (S) 20.0 0.400
0.35 8.0 none Bug Screen New
HVAC SYSTEMS
Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status
3 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback
New
1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback
New
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R -Value Status
Zone 1 Ducted
Ducted Attic, Ceiling Ins, vented 6.0
New
Guest Ducted
Ducted Attic, Ceiling Ins, vented 6.0
New
WATER HEATING
Ot . Type Gallons Min. Eff Distribution Status
3 Small Gas 50
0.62 All Pipes Ins
New
EnergyPro 5.1 by EnergySoft User Number: 2655 RunCode: 2013-03-01 T17:27:32 ID:
Page 3 of 14
PERFORMANCE CERTIFICATE: Residential (Part -0 of 5) CF -1 R
Project Name
Spehar Residence
Building Type ® Single Family ❑ Addition Alone 73/1/2013
❑ Multi Family ❑ Existing+ Addilion/Alteratio
ate
SPECIAL FEATURES INSPECTION CHECKLIST
The 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 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.
HIGH MASS Design - Verify Thermal Mass: 2,332.0 ft' Covered Slab Floor, 3.500" thick at Residence
HIGH MASS Design - Verify Thermal Mass: 2,000.0 ft' Exposed Slab Floor, 3.500" thick at Residence
HIGH MASS Design - Verify Thermal Mass: 716.0 ft' Exposed Slab Floor, 3.500" thick at Guest
The Roof R-38 Roof Attic includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential
Appendix RA4.2.2.
HERS REQUIRED VERIFICATION
Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a
completed CF -4R form for each of the measures listed below for final to be given.
The Cooling System Carrier 38TDB04830 includes credit for a 11.8 EER Condenser. A certified HERS rater must fie'd verify the installation of the
correct Condenser.
The HVAC System Zone 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display.
The HVAC System Zone 1 includes credit for verified adequate airflow. A certified HERS rater must diagnostically msasure airflow of the HVAC
System.
The HVAC System Zone 1 incorporates HERS verified Dud Leakage. HERS field verification and diagnostic testing is required to verify that duct
leakage meets the specified criteria.
The Cooling System Carrier 3BETG03030 includes credit for a 11.6 EER Condenser. A certified HERS rater must fisld verify the installation of the
correct Condenser.
The HVAC System Guest incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display.
The HVAC System Guest includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC
System.
The HVAC System Guest incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct
leakage meets the specified criteria.
EnerovPro 5.1 by EnemySoft User Number. 2655 RunCode: 2013-03-01717:27:32 ID: Page 4 of 14
PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R
Project Name
Building Type m Single Family ❑ Addition Alone
Date
Spehar Residence
1 ❑ Mufti Family ❑ Existing+ Add tion/Alteration
3/1/2013
ANNUAL ENERGY USE SUMMARY
Standard Proposed Margin
TDV kBtu/ftp r
Space Heating 3.76 5.65 -1.90
Space Cooling 51.99 41.37 10.62
Fan s 10.30 13.30 -3.00
Domestic Hot Water 7.23 9.95 -2.73
Pumps 0.00 0.00 0.00
Totals 73.27 70.2E 2.99
Percent Better Than Standard: 4.1 %
BUILDING COMPLIES - HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: (S) 180 deg Ext. Walls/Roof Wall A -ea Area
Number of Dwelling Units: 1.00 (S) 1,160 209
Fuel Available at Site: Natural Gas (M 1,305 114
Raised Floor Area: 0 (N) 1,300 615
Slab on Grade Area: 5,04E P 1,353 9E
Average Ceiling Height: 10.9 Roof 5,04E 0
Fenestration Average U -Factor: 0.40 TOTAL: 1,035
Average SHGC: 0.35 Fenestration/CFA Ratio: 20.5%
REMARKS
STATEMENT OF COMPLIANCE
This certificate of compliance lists the building features and specifications needed
to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the
Efficiency Standards of the California Code of Regulations.
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company Insu-form Inc.
Address 77810 Las Montanas Road, Suite 201 Name Joan D. Hacker 9 - /1/2013
City/State/ZipCity/State/Zip Palm Desert Ca 92211 Phone 760-345-1352 Si ned Date
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the other compliance forms and worksheets, witf the specifications, and
with any other calculations submitted with this permit application, and recognizes that compliance using duct design,
duct sealing, verification of refrigerant charge, insulation installation quality, and building envel pe sealing require
installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code)
Company Ochoa Design Associates
Address 73-626 Highway 111 Name
City/State/Tp Palm Desert CA Phone Signed License# Date
Ener Pro 5.1 by Ener Soft User Number., 2655 RunCode. 2013-03-01T17:27:32 1D: Pa - e 5 of 14
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R
Project Name
Spehar Residence
Building Type m Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Add tion/Alteration
Date
3/1/2013
OPAQUE SURFACE DETAILS
Surface
Type Area
U- Insulation
Factor Cavity Exterior Frame Interiorl Frame Azm
Joint Appendix
Tilt Status 4 Location/Comments
Slab
2,332
0.730 None
0
180 New 4.4.7-A1
Residence
Wall
671
0.074 R-19
180
90 New 4.3.1-A5
Residence
Wall
892
0.074 R-19
270
90 New 4.3.1-A5
Residence
Wall
422
0.074 R-19
0
90 New 4.3.1-A5
Residence
Wall
70
0.074.R-19
45
90 New 4.3.1-A5
Residence
Wall
908
0.074 R-19
90
90 New 4.3.1-A5
Residence
Wall
154
0.074 R-19
135
90 New 4.3.1-A5
Residence
Roof
4,332
0.025 R-38
90
0 New 4.2.1-A21
Residence
Slab
2,000
0.730 None
0
180 New 4.4.7-A1
Residence
Slab
716
0.730 None
0
180 New 4.4.7-A1
Guest
Wall
280
0.074 R-19
180
90 New 4.3.1-A5
Guest
Wall
193
0.074 R-19
90
90 New 4.3.1-A5
Guest
Wall
194
0.074 R-19
0
90 New 4.3.1-A5
Guest
Wall
300
0.074 R-19
270
90 New 4.3.1-A5
Guest
Roof
716
0.025 R-38
90
0 New 14.2.1-A21
Guest
FENESTRATION SURFACE DETAILS
ID
Type
Area U -Factor
SHGC
Azm Status Glazing Type
Location/Comments
1
Window
42.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low-E
Residence
2
Window
9.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low-E
Residence
3
Window
96.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low-E
Residence
4
Window
20.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alurnkow-E
Residence
5
Window
9.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alurnkow-E
Residence
6
Window
9.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low-E
Residence
7
Window
4.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low-E
Residence
8
Window
20.0 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alum/Low-E
Residence
9
Window
22.5 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alum/Low-E
Residence
10
Window
13.5 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alurnkow-E
Residence
11
Window
13.5 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alum/Low-E
Residence
12
Window
12.0 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alurnkow-E
Residence
13
Window
12.0 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alurnkow-E
Residence
14
Window
14.0 0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
15
Window
220.0 0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
16
Window
48.0 0.400 NFRC
0.35 NFRC 1 0 New
IWC 6200 Alurnkow-E
Residence
(1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value
2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type SHGC
Window
H t I Wd
Ove hang Left Fin Right Fin
Len I HqA LEA RExt Dist Len t Dist Len H t
1
Bug Screen
0.76
4.5 2.0 20.01 0.1
20.0 20.0
2
Bug Screen
0.76
4.5 2.0 20.0 0.1
20.0 20.0
3
Bug Screen
0.76
4.5 2.0 12.0 0.1
12.0 12.0
4
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
5
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
6
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
7
Bug Screen
0.76
2.0 2.0 2.0 0.1
2.0 2.0
8
Bug Screen
0.76
2.5 1.5 2.0 0.1
2:0 2.0
9
Bug Screen
0.76
2.5 1.5 2.0 0.1
2.0 2.0
10
Bug Screen
0.76
5.0 5.0 2.0 0.1
2.0 2.0
11
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
12
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.01 2.0
13
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
14
-Bug Screen
0.76
4.5 2.01 2.01 0.1
2.0 2.0
15
JBug Screen
0.76
4.5 2.01 16.01 0.1
16.0 16.0
16
IBug Screen
0.76
4.5 2.01 2.01 0.1
2.0 2.0
EnergyPro
5.1 by EnergySoft User Number: 2655
RunCode: 2013-03-01T17.27:32 10:
Page 6 of 14
CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R
Project Name
Spehar Residence
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
3/1/2013
OPAQUE SURFACE DETAILS
Surface U- Insulation
Type Area Factor Cavi Exterior Frame Interior Frame Azm
Joint Appendix
Tilt Status 4 Location/Comments
FENESTRATION SURFACE DETAILS
ID
Type Area
U-Factor
SHGC
Azm Status Glazing Type
Location/Comments
17
Window 14.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
18
Window 48.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
19
Window 20.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
20
Window 22.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
21
Window 14.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
22
Window 22.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
23
Window 24.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low--E
Residence
24
Window 32.5
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
25
Window 10.0
0.400 NFRC
0.35 NFRC 45 New
IWC 6200 Alum/Low-E
Residence
26
Window 20.0
0.400 NFRC
0.35 NFRC 45 New
IWC 6200 Alum/Low-E
Residence
27
Window 2.3
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
28
Window 36.0
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
29
Window 4.5
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 AluMLow-E
Residence
30
Window 4.5
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
31
Window 4.5
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
32
Window 36.0
0.400 NFRC
0.35 NFRC 135 New
IWC 6200 Alum/Low-E
Residence
(1) U-Factor Type:
2 SHGC Type:
116-A = Default Table from Standards, NFRC = Labeled Value
116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type
SHGC
Window
H t Wd
Ove hang Left Fin
Len H t LExt RExt Dist Len
Right Fin
H t Dist Len H t
17
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
18
Bug Screen
0.76
5.0 2.5 2.0 0.1
2.0 2.0
19
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
20
Bug Screen
0.76
4.5 2.01 2.0 0.1
2.0 2.0
21
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
22
Bug Screen
0.76
4.5 2.0 2.01 0.1
2.0 2.0
23
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
24
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
25
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
26
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
27
Bug Screen
0.76
4.5 2.0 16.0 0.1
16.0 16.0
28
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
29
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
30
Bug Screen
0.76
1.9 1.91 2.01 0.1
2.0 2.0
31
Bug Screen
0.76
2.0 1.51 2.01 0.1
2.0 2.0
32
Bug Screen
0.76
4.5 2.01 2.01 0.1
2.0 2.0
EnergyPro
5.1 by Ene Soft
User Number: 2655
RunCode: 2013-03-01 T17:27:32 ID:
Pae 7 of 14
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R
Project Name
Spehar Residence
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
3/1/2013
OPAQUE SURFACE DETAILS
Surface U- Insulation Joint Appendix
Type Area Factor Cavi Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
FENESTRATION SURFACE DETAILS
ID Type Area
U -Factor SHGC
Azm Status Glazing Type Location/Comments
33 Window 10.0
0.400 NFRC 0.35 NFRC 135 New IWC 6200 Alum/Low-E Residence
34 Window 20.0
0.400 NFRC 0.35 NFRC 180 New IWC 6200 Alum/Low-E Guest
35 Window 42.0
0.400 NFRC 0.35 NFRC 0 New IWC 6200 Alum/Low-E Guest
36 Window 22.5
0.400 NFRC 0.35 NFRC 0 New IWC 6200 Alum/Low-E Guest
37 Window 42.0
0.400 NFRC 0.35 NFRC 0 New IWC 6200 Alum/Low-E Guest
38 Window 20.0
0.400 NFRC 0.35 NFRC 270 New IWC 6200 Alum/Low-E Guest
(1) U -Factor Type:
2 SHGC Type:
116-A = Default Table from Standards, NFRC = Labeled Value
116-13 = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID Exterior Shade Type
Window
SHGC H t Wd
Ove hang Left Fin Right Fin
Len H t LExt RExt Dist Len Hot Dist Len H t
33 Bug Screen
0.76 4.5 2.0 2.0 0.1 2.0 2.0
34 Bug Screen
0.76 4.5 2.0 8.0 0.1 8.0 8.0
35 Bug Screen
0.76 7.0 6.0 2.0 0.1 2.0 2.0
36 Bug Screen
0.76 4.5 2.0 2.0 0.1 2.0 2.0
37 Bug Screen
0.76 4.5 2.0 2.0 0.1 2.0 2.0
38 Bug Screen
0.76 5.0 4.0 2.0 0.1 2.0 2.0
EnergyPro 5.1 by EnergySoft
User Number. 2655
RunCode: 2 01 3-03-01 71 7:27:32 ID: Page 8 of 14
CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5)
CF -1 R
Project Name
Residence
Building Type ® Single Family ❑ Addition Alone —7
❑ Multi Family ❑ Existing+ Adc ition/Alteration
Date
3/1/2013
BUILDING ZONE INFORMATION
System Name Zone Name
Floor Area
New Existinq Altered Removed Volume
Year Built
Zone 1 Residence
4,332
47,652
Guest Guest
716
7,160
Totals 5,0481 01 01 0
HVAC SYSTEMS
System Name Qty. Heating Type
Min. Eff. Cooling Type Min. Eff. Thermostat Type
Status
Zone 1 3 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
New
Guest 1 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
New
HVAC DISTRIBUTION
System Name Heating
Duct
Cooling Duct Location R-Vallue
Ducts
Tested? Status
Zone 1 Ducted Ducted Attic, Ceiling Ins, vented 6.0
m
New
Guest Ducted Ducted Attic, Ceiling Ins, vented 6.0
m
New
WATER HEATING SYSTEMS
S stem Name
Qty.
Type
Distribution
Rated
Input
Btuh
Tank
Cap.
al
Energy Standby
Factor Loss or
or RE Pilot
Ext.
Tank
Insul. R-
Value
Status
A O SMITH WATER PRO
3
Small Gas
All Pipes Ins
40,000
50
0.62 n/a
n/a
New
MULTI -FAMILY WATER
HEATING
DETAILS
I HYDRONIC
HEATING SYSTEM
PIPING
Control
Hot Water Piping Length
(ft)
c
0
i0
0
a —
System Name
Pipe
Len th
Pipe
Diameter
Insul.
Thick.
Qty- HP
Plenum Outside Buried
EnergyPro, 5.1 by EnergySoft User Number: 2655
RunCode: 2013-03-01717:27:32 ID:
Pae 9 of 14
MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF -1 R
Project Name
Spehar Residence
Date
1 3/1/2013
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of
the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF -
1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated
into the permit documents, and the applicable features shall be considered by all parties as minimum component performance
specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R
Form with plans.
Building Envelope Measures:
116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage
§116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain
Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a).
117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed.
118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -613 Form.
§118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the
installation of a Cool Roof is specified on the CF -1 R Form.
*§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor.
150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value.
*§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor.
*§1 50 d : Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor.
150(f): Air retarding wrap is tested labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form.
150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16.
§150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance
rate is no qreater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opEning of the firebox.
§150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six Square inches in area and is
equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device.
§150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the
outside of the building, are prohibited.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances arna certified by the Energy
Commission.
§113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release
valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113`c 5.
§115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances
(appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hir are exempt), and pool and
spa heaters.
150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA.
150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 1.2(c).
§1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
§1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water
tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the
tank.
§1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of
recirculating sections of hot water pipes are insulated per Standards Table 150-B.
§1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot
water tank shall be insulated to Table 150-B and Equation 150-A.
§1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table
123-A.
150 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
§1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in
conditioned space.
150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.
EnergyPto 5.1 by EnergySoft User Number.: 2655 RunCode: 2013-03-01 T17:27:32 /D: Page 10 of 14
MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R
Project Name
Date
Spehar Residence
1 3/1/2013
§150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections
601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-
4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the
applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements :)f UL 723. If mastic or tape is
used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be u3ed
§150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed
sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may
contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductians in the cross-sectional area
of the ducts.
§150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes
unless such tae is used in combination with mastic and draw bands.
150(m)7: Exhaust fans stems have back draft or automatic dampers.
§150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated
dampers.
§150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar
radiation that can cause degradation of the material.
150 m 10: Flexible ducts cannot have porousinner cores.
§150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air
Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the•Whole Building Ventilation
required in Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measures:
§114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and
shall not use electric resistance heating ora pilot light.
§114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction
and return lines or built-up connections for future solar heating.
114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover.
§114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that wil allow all pumps to be set or
programmed to run only during off-peak electric demand periods.
150 : Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p).
Residential Lighting Measures:
§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no :ower than the efficacies
contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2.
150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d).
§150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an cutput frequency no less than
20 kHz.
§150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain
only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -
voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §430(d), and shall not contain a
medium screw -base socket.
150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k).
150(k)7: All switching devices and controls shall meet the requirements of §150(k)7.
§150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchene shall be high efficacy.
EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be
exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed
luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual -on occupant sensor.
§150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of
illuminated cabinet.
EnergyPro 5.1 by EnergySoff User Number: 2655 RunCode: 2013-03-01T17:27.32 ID: Page 11 of 14
MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R
Project Name
Date
Spehar Residence
1 3/1/2013
§150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms
shall be high efficacy.
EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on
occupant sensor certified to comply with the applicable requirements of §119.
EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a
manual -on occupancy sensor.
§150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms,
closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be
allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual -
on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less
than 1000 square feet located on a residential site is not required to comply with §150 k 11.
§150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters
Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air
leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between
the luminaire housing and ceiling.
§150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more
dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the
same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that
they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor,
and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an
astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management
control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor
luminaires used to comply with Exceptions to §150(k)13 may be controlled by a temporary override switch which bypasses the motion
sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed
luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not
be high efficacy luminaires.
§150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no
more than five watts of power as determined according to §130(d).
§150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable
requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable
requirements of Sections 130, 131, 134, and 146.
§150(k)16: 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. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided
that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119.
EnergyPro 5.1 by EnergySolt User Number: 2655 RunCode: 2013-03-01T17:27:32 ID: Page 12 of 14
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Spehar Residence
Date
3/1/2013
System Name
Zone 1
Floor Area
4,332
ENGINEERING CHECKS
SYSTEM LOAD
Number of Systems
3
COIL COOLING PEAK
CFM Sensible
Total Room Loads 3,803 43,713
Return Vented Lighting 0
Return Air Ducts 2,983
Return Fan 0
Ventilation 0 0
Supply Fan 0
Supply Air Ducts 2,983
TOTAL SYSTEM LOAD 49,680 F
COIL HTG.
Latent CFM
3,505 1,416
0 0
3,505
PEAK
Heating System
Sensible
Output perSystem 70,000
46,996
Total Output Btuh 210,000
Output Btuh/s ft 48.5
2,711
Cooling System
0
Output perSystem 47,500
0
Total Output Btuh 142,500
0
Total Output (Tons) 11.9
2,711
Total Output Btuh/s ft 32.9
Total Output s ftrron 364.81
1 52,418
Air System
CFM perSystem
2,055
HVAC EQUIPMENT SELECTION
Airflow cfm
6,165
Carrier 38TDBO4830 76,836
58,787
210,000
Airflow cfm/s n
1.42
Airflow cfm/Ton
519.2
Outside Air°/,
0.0%
Total Adjusted System Output 76,836
(Adjusted for Peak Design conditions)
I TIME OF SYSTEM PEAK
58,787
Aug 3M
210,000
Outside Air cfm/s ft 0.00
Note: values above given at ARI conditions
Jan 1 AM
HEATING SYSTEM PSYCHROMETRICS
Airstream Temperatures at Time of Heating Peak
26 OF 70 OF
Outside Air
0 cfm Supply Fan
6,165 cfm
70 OF
70 OF 102 OF
Heating Coil
101 OF
ROOM
70 OF
COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak
112/78°F 78/69°F 78/69°F 67/65°F
91
Outside Air
0 cfm Supply Fan Cooling Coil
6,165 cfm
63.9%
78 / 69 OF
67 / 65 OF
I ROOM
78 / 69 OF
EnergyPro5.1 by EnergySoft User Number. 2655 RunCode: 2013-03-01717:27:32 ID:
Page 13 of 14
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Spehar Residence
Date
3/1/2013
System Name
Guest
Floor Area
716
ENGINEERING CHECKS
SYSTEM LOAD
Number of S stems
1
COIL
CFM
Total Room Loads 326
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation 0
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COOLING
PEW COIL HTG.
PEAK
Heating System
Sensible
:atent CFM
Sensible
Output per System 53,000
7,898
647 442
11,118
Total Output Btuh 53,000
0
Output Btuh/ ft 74.0
539
641
Cooling System
0
0
Output per System 30,000
0
0 0
0
Total Output Btuh 30,000
0
539
1 8,975
647
0
Total Output (Tons) 2.5
641
Total Output Btuh/s ft 41.9
Total Output s ftrron 286.4
1 12,400
Air System
CFM per System
2,055
HVAC EQUIPMENT SELECTION
Airflow (cfm)
2,055
Carrier 38ETG03030 14,836
13,621
53,000
Airflow cfm/s ft 2.87
Airflow cfmrron
822.0
Outside Air %
0.0%
Total Adjusted System Output 1 14,8361
(Adjusted for Peak Design conditions)
TIME OF SYSTEM PEAK
13,6211 53,000
Aug 3P R Jan 1 AM
Outside Air cfm/s ft 0.00
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS
Airstream Temperatures at Time of Heating Peak
26 OF 70 OF
Outside Air
0 cfrn Supply Fan
2,055 cim
70 OF
70 OF 94 OF
Heating Coil
94 of
ROOM
70 OF
COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak
112/78°F 78/69°F 78/69°F 55/61 OF
Outside Air Ar
0 cfm Supply Fan Cooling Coil 55 / 61 OF
2,055 cirri
63.3 °! ( ROOM.
78 / 69 OF 78 / 69 OF
EnergyPro5.1 by EnergySoft User Number.- 2655 RunCode: 2013-03-01T17:27.32 ID:
Page 14 of 14
February 11, 2013
Satish Shah, P.E.
Satish Shah & Associates, Inc.
714-632-1865
sshahinc@sshahinc.com
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DA Z 1, 7-2' BY C S•
A �� 149�v
LSftmrTle
t�
Subject: Simpson Strong-Tie®Plan Check Correction regarding SSTB Anchor Bolts
Project: Spehar Residence — NSFR, 80-690 Via Montecito, La Quinta CA
Dear Mr. Shah,
Thank you for contacting Simpson Strong -Tie® with your inquiry. It is our understanding that for
the above mentioned project, you have received a plan correction stating, "Provide anchorage
pull out design for shear wall end post holdown anchors based on ACI -318-08, Appendix D,
Cracked Concrete — High Seismic." This letter is written to address this comment.
The 2010 CBC references the standard ACI 318-08 for concrete design. Appendix D of ACI
318 lists the requirements for anchoring to concrete, and has additional requirements for design
within Seismic Design Categories (SDC) D, E and F. Appendix D is very specific in terms of
the geometry of the anchor bolts for which the standard applies. Due to their proprietary
geometry, the SSTB anchor bolts are considered "specialty inserts" as indicated in Section
D.2.2, and fall outside the scope of this standard. Therefore they must be evaluated by other
means.
ICC Evaluation Service (ICC -ES) first proposed an acceptance criteria (AC399) for evaluating
such products at their May 2008 committee hearings. AC399, Cast -in-place Proprietary Bolts in
Concrete for Light -Frame Construction, was finally adopted and made effective in November
2008, and includes specific requirements for anchors used in SDC D, E and F. The
requirements of AC399 may be viewed at http://www.icc-es.or_/criteria/pdf files/AC399.pdf .
The provisions set forth in AC399 have been developed to evaluate cast -in-place anchors which
are otherwise not permitted under an AC1318 Appendix D evaluation. The SSTB anchor bolts
have been evaluated to this criteria, and are listed in ICC -ES ESR -2611.
All installation conditions as shown in the C-2013 Wood Construction Connectors catalog shall
be followed. If you have any further questions, or need additional clarification on this matter,
please contact me at 800-999-5099 extension 2151.
Sincerely,
SIMPSON STRONG -TIE COMPANY, INC.
.��i�6�
Tim Kaucher, P.E. dw/KC
Branch Engineer
1 of 1
Simpson Strong -Tie Company, Inc. 12246 Holly Street Riverside, CA 92509 Phone: 800.999.5099 Fax: 951.369.5796 www.strongtie.com
Electronically Filed by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at CalCERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
'PERFORMANCE CERTIFICATE: Residential Part 1 of 5
CF -1 R
Project Name
Spehar Residence
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
3/1/2013
Project Address
80690 Via Montecito La Quinta
California Energy Climate Zone
CA Climate Zone 15
Total Cond. Floor Area
5,048
Addition
n/a
# of Stories
1
FIELD INSPECTION ENERGY CHECKLIST
® Yes ❑ No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form.
❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details.
INSULATION
Construction Type
Area Special
Cavity Features see Part 2 of 5 Status
Slab Unheated Slab -on -Grade None 5,048 Perim = 272' New
Wall Wood Framed R-19 4,083 New
Roof Wood Framed Attic R-38 5,048 Radiant Barrier New
FENESTRATION U- Exterior
Orientation Area Factor SHGC Overhang Sidefins Shades Status
Front (S) 51.0 0.400
a35 20.0 none Bug Screen New
Front (S) . 96.0 0.400 ---_0.35......12.0, ,none p -Bug Screen7.� New
Front (S)�'!- 42.0 0.400 y 0.35 2.0 1 none r/ I Bug Screen New
Left (M „A113.5 � , 0.400
0.35 2.O;t none Bug Screen C. New
Rear (N) 1, 365.0 % 0.400
0135 2.0 none f Bug Screen '_' New
Rear (N) , _:.�r' 220.6f ' 0.400.,%1 -0.35 16.6' none .-1 Bug Screen
Rear (NE) 30.0 0.400
0.35 2.0 none Bu 9
e
Right (E) 2.3 0.400
0.35 16.0 non
e
Right (E) 49.5 0.400
0.35 2.0 none -E)uga Lrns 1:1New
Right (SE) 46.0 0.400
0.35 2.0 none � ' �•,B g;Sc n� New
Front (S) 20.0 0.400
a35 8.0 none dug Screen / New
HVAC SYSTEMS
Ot . Heating Min. Eff
Cooling Mi . Eff h
us
3 Central Furnace 80% AFUE
Split Air Conditioner 13.0M -CW ---- : Setb c/c
New
1 Central Furnace 80% AFUE
Split Air Conditioner 13.0 SEER SeAck
New
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R -Value Status
Zone 1 Ducted
Ducted Attic, Ceiling Ins, vented 6.0 New
Guest Ducted
Ducted Attic, Ceiling Ins, vented 6.0 New
WATER HEATING
Ot . Type Gallons Min. Eff Distribution Status
3 Small Gas 50
0.62 All Pipes Ins New
Energ Pro 5.1 by Ener Soft User Number. 2655
RunCode: 2013-03-01 T17:27:32 ID:
Pae 1 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: C'alCERTS, Inc
Electronically Filed by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at Ca10ERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R
Project Name
Spehar Residence
Building Type 0 Single Family ❑ Addition Alone
1 ❑ Multi Family ❑ Existing+ Addition/Alteration
Date
3/1/2013
SPECIAL FEATURES INSPECTION CHECKLIST
The 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 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.
HIGH MASS Design - Verify Thermal Mass: 2,332.0 ft2 Covered Slab Floor, 3.500" thick at Residence
HIGH MASS Design - Verify Thermal Mass: 2,000.0 ft2 Exposed Slab Floor, 3.500" thick at Residence
HIGH MASS Design - Verify Thermal Mass: 716.0 ft2 Exposed Slab Floor, 3.500" thick at Guest
The Roof R-38 Roof Attic includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential
Appendix RA4.2.2.
1 J 4•
HERS REQUIRED, VERIFICATION I y
Items in this section require field testing and/or verification by a certified HERS Rater -The'inspe io must receive a
completed CF -411 form for each of the measures listed below for final to be given.
The Cooling System Carrier 38TDBO4830 includes credit for a 11.8 EER Condenser. A certified HERS rater must field verify the installation of the
correct Condenser.
The HVAC System Zone 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display.
The HVAC System Zone 1 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC
System.
The HVAC System Zone 1 incorporates HERS verified Duct Leakage. HERS field verffication and diagnostic testing is required to verify that dud
leakage meets the specified criteria.
The Cooling System Carrier 38ETGO3030 includes credit for a 11.6 EER Condenser. A certified HERS rater mud field verify the installation of the
correct Condenser.
The HVAC System Guest incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display.
The HVAC System Guest includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC
System.
The HVAC System Guest incorporates HERS verified Dud Leakage. HERS field verification and diagnostic testing is required to verify that duct
leakage meets the specified criteria.
EnemyPro 5.1 by Ener Soft User Number. 2655 RunCode: 2013-03-01 T17:27:32 ID: Page 2 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: Ca10ERTS, Inc
Electronically Filed by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at Ca10ERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R
Project Name
Building Type 0 Single Family 0 Addition Alone
Date
Spehar Residence
1 O Multi Family 0 Existing+ Addition/Afteration
3/1/2013
ANNUAL ENERGY USE SUMMARY
Standard Proposed Margin
TDV kBtu/ft2 r
Space Heating 3.76 5.65 -1.90
Space Cooling 51.99 41.37 10.62
Fans 10.30 13.30 -3.00
Domestic Hot Water 7.23 9.95 -2.73
Pumps 0.00 0.00 0.00
Totals 73.27 70.28 2.99
Percent Better Than Standard: 4.1%
BUILDING COMPLIES - HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: (S)180deg Ext. Walls/Roof Wall Area Area
Number of Dwelling Units: 1.00 (S) 1,160 209
Fuel Available at Site: Natural Gas (K9 1,305 114
Raised Floor Area: 0 (N) 1,300 615
Slab on Grade Area: 5,048 (E) 1,353 98
Average Ceiling Height: 10.8 Roof 5,048 0
Fenestration Average U -Factor: 0.40 TOTAL: 1.035
Average SHGC: 0.35 Fenestration/CFA Ratio: 20.5
REMARKS
J •� f 4
STATEMENT OF COMPLIANCE
This certificate of compliance lists the building features and specifications needed
to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the
Efficiency Standards of the California Code of Regulations.
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company Insu-form, Inc.
3/1/2013
Address 77810 Las Montanas Road, Suite 201 Name Joan D. Hacker
City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone 760,W55-1352 Sinned Date
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and
with any other calculations submitted with this permit application, and recognizes that compliance using duct design,
duct sealing, verification of refrigerant charge, 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)
Company Ochoa Design Associates
Address 73-626 Highway 111 Name
City/StatelZip Palm Desert CA Phone Signed License # Date
Ener Pro 5.1 by Ene Soft User Number 2655 RunCode. 2013-03-01 T17.27.32 ID: Pace 3 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: Ca10ERTS, Inc
Electronically Piled by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at Ca10ERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R
Project Name
Spehar Residence
Building Type 0 Single Family 0 Addition Alone
0 Multi Family 0 Existing+ Addition/Atteration
Date -
3/1/2013
OPAQUE SURFACE DETAILS
Surface U- Insulation
Type Area Factor Cavity Exterior Frame Interior Frame Azm
Joint Appendix
Tilt Status 4 Location/Comments
Slab
2,332 0.730 None
0
180 New 4.4.7 Al
Residence
Wall
671 0.074 R-19
180
90 New 4.3.1 A5
Residence
Wall
892 0.074 R-19
270
90 New 4.3.1 A5
Residence
Well
422 0.074 R-19
0
90 New 4.3.1 A5
Residence
Wall
70 0.074 R-19
45
90 New 4.3.1A5
Residence
Wall
908 0.074 R-19
90
90 New 4.3.1-A5
Residence
Wall
154 0.074 R-19
135
90 New 4.3.1 A5
Residence
Roof
4,332 0.025 R-38
90
0 New 4.2.1 A21
Residence
Slab
2,000 0.730 None
0
180 New 4.4.7-A1
Residence
Slab
7161 0.730 None
0
180 New 4.4.7 Al
Guest
Wall
280 0.074 R-19
180
90 New 4.3.1 A5
Guest
Wall
193 0.074 R-19
90
90 New 4.3.1 A5
Guest
Wall
194 0.074 R-19
0
90 New 4.3.1 A5
Guest
Wall
300 0.074 R-19
270
90 New 14.3.1-A5
IGuest
Roof
716 0.025 R-38
90
0 New 14.2.1-A21
IGuest
FENESTRATION SURFACE DETAILS
ID
Type Area U -Factor
SHGC
Azm Status Glazing Type
Location/Comments
1
Window 42.0 a400 NFRC
0.35 NFRC 180 New
IWC 6200Alurnkow-E
Residence
2
Window 9.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low--E
Residence
3
Window 96.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alumkow--E
Residence
4
Window 20.0 0.400 NFRC
0.35 NFRC 180 New
IWC 6200 Alum/Low-E
Residence
5
Window _ _ 9.0 0.400 NFRC
0.35 NFRC 180 New
I IWC 6200 Alum/Low-E _.,_
Residence
6
Window 119.0 0.400 NFRC 0.35 NFRC 180 New
IWC 6200 Alum/Low-Ef 1
1 Residence
7
Window 4.0 0.400 NFRC
0.35 'NFRC 180 New
. IWC 6200 Alum/Low-E
Residence
8
Window 20.0 70.400 NFRC
0.35 NFRC -.7270 New
IWC 6200A1umkow-Ek
Residence
9
Window 22.5 ! 0.400 NFRC
0.35 NFRC L 270 New
IWC 6200 Alum/Low-E
Residence,
10
Window A113.5 , 0.400 NFRC
0.35 NFRC .270 New
IWC 6200A1um/Low-E
Residence 1
11
MndowL i 1,13.5 0.400 NFRC
- 0.35 NFRC 270 New
IWC 6200 Alum/Low-E---..-
Residence-,' t "'Ck
12
Window 12.0 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alum/Low-E
Residence
13
Window 12.0 0.400 NFRC
0.35 NFRC 270 New
IWC 6200 Alum/Low-E
Residence
14
Window 14.0 0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
15
Window 220.0 0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low--E
Residence
16
Mndow 48.0 0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alurnkow-E
Residence
(1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value
2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type SHGC
Window
H t Wd
Ove hanq Left Fin
Len H t LExt I RExt Dist I Len
Ri ht Fin
H t Dist Len H t
1
Bug Screen 0.76
4.5 2.0 20.0 0.1
20.01 20.0
2
Bug Screen 0.76
4.5 2.0 20.0 0.1
20.0 20.0
3
Bug Screen 0.76
4.5 2.0 12.0 0.1
12.0 12.0
4
Bug Screen 0.76
4.5 2.0 2.0 0.1
2.0 2.0
5
Bug Screen 0.76
4.5 2.0 2.0 0.1
2.0 2.0
6
Bug Screen 0.76
4.5 2.0 2.0 0.1
2.0 2.0
7
Bug Screen 0.76
2.0 2.0 2.0 0.1
2.01 2.0
8
Bug Screen 0.76
2.5 1.5 2.0 0.1
2.0 2.0
9
Bug Screen 0.76
2.5 1.5 2.0 0.1
2.0 2.0
10
Bug Screen 0.76
5.0 5.0 2.0 0.1
2.0 2.0
11
Bug Screen 0.76
4.51 2.0 2.0 0.1
2.0 2.0
12
Bug Screen 0.76
4.5 2.0 2.0 0.1
2.0 2.0
13
Bug Screen 0.76
4.5 2.0 2.0 0.1
2.0 2.0
14
Bug Screen 0.76
4.5 2.0 2.0 0.1
2.0 2.0
15
JBug Screen 1 0.76
4.5 2.0 16.0 0.1
16.0 16.0
16JBug
Screen 1 0.76
4.5 2.0 2.0 0.1
2.0 2.0
EnergyPro
5.1 by Ener Soft User Number. 2655
RunCode: 2013-03-01 T17:27:32 ID:
Page 4 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: CalCERTS, Inc
Electronically Filed by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at Ca10ERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R
Project Name
Spehar Residence
Building Type ® Single Family 0 Addition Alone
O Multi Family O Existing+ Addition/Alteration
Date
3/1/2013
OPAQUE SURFACE DETAILS
Surface U-
Type Area Factor
Insulation
Cavity Exterior Frame Interior Frame Azm
Joint Appendix
Tilt Status 4 Location/Comments
FENESTRATION SURFACE DETAILS
ID
Type Area
U -Factor
SHGC
Azm Status Glazing Type
Location/Comments
17
Window 14.0
0. 4001 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
16
Window 48.0
a400 NFRC
0.35 NFRC 0 New
IWC 6200Alum/Low-E
Residence
19
Window 20.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
20
Window 22.0
0.400 NFRC
0.35 NFRC 0 New
IWC 6200 Alum/Low-E
Residence
21
Window _ .^ 14.0
0.400 NFRC
0.35 NFRC 1 0 New
IWC 6200 Alum/Low-E -
Residence
22
Window \ 22.0
0.400 NFRC i
,! 0.35 NFRC 0 New
IWC 6200 Alum/Low-E' /
t Residence
23
Window 124.0
0.400 NFRC
0.35 NFRC 0 New
. IWC 6200A1um/Low-E
Residence
24
Window 32.5 '-'0.400 NFRC
0.35 NFRC --T 0 New
IWC 6200A1umlLow-E
Residence
25
Window 10.0 10.400 NFRC
0.35 NFRC 45 New
IWC 6200 Alum/Low-E
Residence,
26
Window A /20.0 ;
0.400 NFRC
0.35 NFRC ,*45 New
IWC 6200A1um/Low-E
Residence f
27
Window! 2.3
0.400 NFRC
. -0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence -
28
Window 36.0
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
29
Window 4.5
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
30
Window 4.5
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alum/Low-E
Residence
31
Window 4.5
0.400 NFRC
0.35 NFRC 90 New
IWC 6200 Alurnkow-E
Residence
32
Window 36.0
0.400 NFRC
0.35 NFRC 135 New
IWC 6200 Alum/Low-E
Residence
(1) U -Factor Type:
2 SHGC Type:
116-A = Default Table from Standards, NFRC = Labeled Value
116-B = Default Table from Standards NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type
SHGC
Window
H t I Wd
Ove hang Left Fin
Len Hqt LExt I RExt Dist Len
Ri ht Fin
H t Dist Len H t
17
Bug Screen
0.76
4.51 2.0 2.0 0.1
2.01 2.0
18
Bug Screen
0.76
5.0 2.5 2.0 0.1
2.0 2.0
19
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
20
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
21
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
22
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
23
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
24
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
25
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
26
Bug Screen
0.76
4.5 2.0 2.01 0.1
2.0 2.0
27
Bug Screen
0.76
4.5 2.0 16.0 0.1
16.0 16.0
28
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
29
Bug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
30
Bug Screen
0.76
1.9 1.9 2.0 0.1
2.0 2.0
31
Bug Screen
1 0.76
2.0 1.5 2.0 0.1
2.0 2.0
32
..18ug Screen
0.76
4.5 2.0 2.0 0.1
2.0 2.0
EnergyPro
5.1 by Ener Soft
User Number. 2655
RunCode: 2013-03-01 T17:27:32 ID:
Pace 5 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: CalCERTS, Inc
Electronically Filed by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at CalCERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R
Project Name
Spehar Residence
1
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Afteration
Date
3/1/2013
OPAQUE SURFACE DETAILS
Surface Ll- Insulation Joint Appendix
Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
FENESTRATION SURFACE DETAILS
ID Type Area
Ll -Factor' SHGC
Azm Status Glazing Type Location/Comments
33 Wndow 10.0
0.400 NFRC 0.35 NFRC 135 New IWC 6200 Alum/Low-E Residence
34 WAndow 20.0
0.400 NFRC 0.35 NFRC 180 New IWC 6200 Alum/Low-E Guest
35 Window 42.0
0.400 NFRC 0.35 NFRC 0 New IWC 6200 Alum/Low-E Guest
36 Window 22.5
0.400 NFRC 0.35 NFRC 0 New IWC 6200 Alum/Low-E Guest
37 1,44ndow , ! 42.0
0.400 NFRC 0.35 NFRC 0 New IWC 6200 Alum/Low: E ___ Guest
38 Mndow 20.0
0.400 NFRC,.,, ;,! 0.35 NFRC 270 New i IWC 6200 Alum/Low-Er I 1 Guest
A/f
(1) U -Factor Type:
2 SHGC Type:
116-A = Default Table from Standards, NFRC = Labeled Value
116-6 = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID Exterior Shade Type
Window
SHGC H t Wd
Ove hanci Left Fin Ri ht Fin
Len H t LExt I RExt Dist I Len Hot Dist Len H t
33 Bug Screen
0.76 4.5 2.0 2.0 0.1 2.01 2.0
34 Bug Screen
0.76 4.5 2.0 8.0 0.1 8.01 8.0
35 Bug Screen
0.76 7.0 6.0 2.0 0.1 2.0 2.0
36 Bug Screen
0.76 4.5 2.0 2.0 0.1 2.0 2.0
37 Bug Screen
0.76 4.5 2.0 2.0 0.1 2.0 2.0
38 _Bug Screen
0.76 5.0 4.0 2.01 0.1 2.0 2.0
Ener Pro 5.1 by EnergySoft
User Number. 2655
RunCode. 2013-03-01 T17:27.32 ID: Pae 6 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: Ca10ERTS, Inc
Electronically Filed by Joan D. Hacker and Authenticated at Ca10ERTS.com - 3/1/2013
Electronically Signed at Ca10ERTS.com by Michael Jeha (Michael Jeha Construction) 7/2/2013
CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5)
CF -1 R
Project Name
Spehar Residence
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
3/1/2013
BUILDING ZONE INFORMATION
System Name Zone Name
Floor Area
New Existinq Altered Removed Volume
Year Built
Zone 1 Residence
4,332 47,652
Guest Guest
716 7,160
Totals 5,048 01 01 0
HVAC SYSTEMS
System Name Oty. Heating Type
Min. Eff. Cooling Type Min. Eff. Thermostat Type
Status
Zone 1 3 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
New
Guest 1 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
New
HVAC DISTRIBUTION
System Name Heating
--Duct C_ .' Ducts-'.
Cooling Duct Location R -Value Tested? Status
Zone 1 Ducted
Ducted Attic, Ceiling Ins, vented 6.0 m
New
Guest Ducted
Ducted Attic, Ceiling Ins, vented 6.0 m
New
13
13
WATER HEATING SYSTEMS
S stem Name—
T
Distribution
Rated
Input
Btuh
Tank
Cap.
al
Energy Standby
Factor Loss or
or RE Pilot
Ext.
Tank
Insul. R-
Value
Status
A O SMITH WATER PRO
3
Small Gas
All Pipes Ins
40,000
50
0.62 n/a
n/a
New
MULTI -FAMILY WATER
HEATING
DETAILS
HYDRONIC
HEATING SYSTEM
PIPING
Control
Hot Water Piping Length
ft
c
0
id
v
¢ —
System Name
Pipe
Length
Pipe
Diameter
Insul.
Thick.
Oty. HP
Plenum Outside Buried
D
1 13
Ener Pro 5.1 by Ener Soft User Number. 2655
RunCode: 2013-03-01 T17:27:32 ID:
Pae 7 of 7
Reg: 213-N0013352A-000000000-0000 Registration Date/Time: 2013/03/01 20:44:32 HERS Provider: Ca10ERTS, Inc