14050031I CITY OF CUPERTINO BUILDING PERMIT 1
I BUILDING ADDRESS: 101 l 1 PfMR LAP DR I CONTRACTOR: TALENT DECIDE INC I PERMIT NO: 14050031 1
OWNER'S NAME: MEI ALEXANDER CY TRUSTEE & ET AL 1 218 HARDING AVE I DATE ISSUED: 07/07/2014 1
OWNER'S PHONE: 4083063968 1 LOS GATOS, CA 95030 1 PHONE NO: (408) 306-3968
❑ LICENSED CONTRACTOR'S DECLARATION
License Class Lic.
Contractor�Az e Date
hereby affirm that am licensed under the provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business & Professions
Code and that my license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self -insure for Worker's
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 W'orker's Compensation hisurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property, for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signaturey'y7' "✓ Date
❑ OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
1, as owner ofthe 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 & Professions Code)
1, as owner of the property, am exclusively contracting with licensed contractors to
construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three
declarations:
I have and will maintain a Certificate of Consent to self insure for Worker's
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 Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
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 Worker's
Compensation laws of California. If, after making this certificate of exemption, I
become subject to the Worker's Compensation provisions of the Labor Code, I must
forthwith comply with such provisions or this permit shall be deemed revoked.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Date
JOB DESCRIPTION: RESIDENTIAL [] COMMERCIAL
CONSTRUCT A 498 SQ FT ONE STORY ADDITION.
Sq. Ft Floor Area: I Valuation: $50000
APN Number: 32618013.00 1 Occupancy Type:
PERMIT RK IS NOT STARTED
WITHIN I DAYS OF PE MIT ISSUANCE OR
180 DAYS FR LAST CALLED IN-S7PE TION.
Issued by: Date: / %
RE -ROOFS:
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
Signature of Applicant:
Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. I will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(a) should I store or handle hazardous
material. Additionally, should I use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
the Health & Safety Code, Sections 25505, 25533, and 25534. �+
Owner or authorized agent: ` '� Date: 6
CONSTRUCTION LENDING AGENCY
1 hereby affirm that there is a construction lending agency for the performance of
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's Address
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed
CUPERTINO
C n�
CONSTRUCTION PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISIO
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
(408) 777-3228 • FAX (408) 777-3333 • buildingCclicupertino.org
❑ NEW CONSTRUCTION W ADDITION ❑ ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PERMIT
PROJECT ADDRESS rl I f f� y� j ( -7N4
` 1 vPHONE
2 Z� G C)
J
OwNNNAME ` �C/G Il
E-MUAIL
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STREET ADDRESS e D
' •
CITY, STATE, ZIP , U r ,—( - (O CA FAX
CONTACT NAM
PHONE ��(J/�L Q!J-
E-MAIL 1 i ,-.r- ��
l�
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��a
STREET ADDRESS
CITY, ST TE, ZIP �O Je �/�-
FAX
❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ./ARCHITECT_[ ❑ ENGAIEER ❑ DEVELOPER ❑ TENANT
CONTRACTOR NAME
LICENSE NUMBER
LICENSE TYPE
BUS. LIC #
COMPANY NAME
E-MAIL
FAX
STREET ADDRESS
CITY, STATE, ZIP
PHONE
ARCHITECT/ENGTNEER NAME
LICENSE NUMB
BUS. LIC #
COMPANY NAME
E-MAIL
FAX
STREET ADDRESS
CITY, STATE, ZIP
PHONE
DESCRIPTION OF WORK ( O QA
EXIST NG USE
PROP
SED USE CONSTR.
TYPE
# STORIES
^(
USE
TYPE
OCC.
SQ.FT.
VALUATION (S)
EXISTAREA
NEW
AREAFLOOR
DEMO
AREA
AREAI-
TOTAL
NET
Qj5
1 '0
$ 5�
O
�
�l$
�3
O av
BATHROOM
KITCHEN
OTHER
REMODEL AREA
REMODEL AREA
REMODEL AREA
PORCH AREA
DECK AREA
TOTAL DECK/PORCH AREA
GARAGE AREA: LJ DETACH
❑ ATTACH
#DU'ELLNIGUNTTS:
IS A SECOND UNIT ❑YES
SECOND STORY ❑YES
BEING ADDED? El NO
ADDITION? ONO
- 1�
PRE -APPLICATION ❑ YES IF YES, PRO VIDE COPY OF
IS THE BLDG AN ❑ YES
RECEIVED 13, - x
TOTAL VA
PLANNING APPL # PLANNING APPROVAL LETTER
'\�
EICHLER HOME? ❑ NO
Yom_1<,40
s
By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. lave Tea tris
application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local
ordinances and state laws relating to buil i tion. I authorize representatives of Cupertino to enter the above-idntifie property for inspection purposes.
SignatureofApplicant/Agent: Date: % l9
SUPPLEMENTAL IMFORMATION REQUIRED
PLAN csECK'zi�E_
RovTrNcsir
New SFD or Multifamily dwellings: Apply for demolition permit for
'{
�` OVER THE COU
BUILDII� FLAN REQ LEW
—
mit is required prior to Issuance of buildingexistin building(s). Demolition pen
ITER
s
permit for new building.
ss
{ #,
rG-PLAI,xREVIEw
k
Commercial Bid s: Provide a completed Hazardous Materials Disclosufe
g P
�'° sTAI�DARD� s
PLIBLIc WbRI{S{
_
form if any Hazardous Materials are being used as part of this project.
4
0� LARGE
nbf�
[] pIRE DEPT
v
k
_ Copy of Planning Approval Letter or Meeting with Planning prior to
I�i�i♦�JOR�� �'� '��� � fir-
a
AISITARYSEI'1fERDISTRICT
submittal of Building Permit application.,
BldgApp_2011.doc revised 06/21/11
CITY OF CUPERTINO
FEE ESTIMATOR - BUILDING DIVISION
OCCUPANCY TYPE:
ADDRESS: 10111 phar lap dr
DATE: 05/05/2014
REVIEWED BY: mendez
PC FEE ID
APN:
BP#: D��d
'VALUATION: 1$50,000
-PERMIT TYPE: Building Permit
PLAN CHECK TYPE: Addition
PRIMARY
USE: SFD or Duplex
2nd Unit? Yes No
OTC? 0 Yes ®No
PENTAMATION
PERMIT TYPE: 1 R3SFDADD
WORK
498 sq ft addition to side of sfdwl
SCOPE
OCCUPANCY TYPE:
TYPE OF
CONSTR.
FLR AREA
s.f.
PC FEES
PC FEE ID
BP FEES
BP FEE ID
R-3 (Custom)
II-B,111-B,IV,V-B
498
$1,579.00
IADDPLCK
$1,284.00
IADDINSP
$0.00
PME Plan Check;
$0.00
Permit Fee:
$1,284.00
Supp1. Insp. Fee:) Reg.
0 OT
Q,Q
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
TOTALS:
7 498
$1,579.00
$1,284.00
MECH, HOURLY Q Yes G No PLUMB, HOURLY Q Yes (F) No ELEC, HOURLY Q Yes Q No
L Lj
NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School
District. eta). These fees are based on the oreliminary information available and are onlv an estimate. Contact the Dent for addn'l info.
FEE ITEMS (Fee Resolution 11-053 Eff 17,1. 13)
FEE
QTY/FEE
MISC ITEMS
Plan Check Fee:
$1,579.00
Select a Misc Bldg/Structure
or Element of a Building
Suppl. PC Fee: 0 Reg. 0 OT
Q,Q
hrs
$0.00
PME Plan Check;
$0.00
Permit Fee:
$1,284.00
Supp1. Insp. Fee:) Reg.
0 OT
Q,Q
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
$0.00
0
Work Without Permit? 0 Yes ) No
$0.00
Advanced Planning Fee:
IPLLONGR
$69.72
Select a Non -Residential
Building or Structure
0
0
i
Strong Motion Fee:
IBSEISMICR
$5.00
Select an Administrative Item
B1dgStds Commission Fee: IBCBSC
$2.00
SUBTOTALS:
$2,939.72
$0.00
TOTAL FEE:
$2,939.72
Revised: 04/01/2014
Building Department
City Of Cupertino
10300 Torre Avenue
Cupertino, CA 95014-3255
Telephone: 408-777-3228
C U P E RT I N O Fax: 408-777-3333
CONTRACTOR / SUBCONTRACTOR LIST
JOB ADDRESS:
PERMIT #
OWNER'S NAME: �1-�-:
PHONE # 4�-
GENERAL CONTRACTOR:
BUSINESS LICENSE #S
ADDRESS: �tj' o�a ,� o -
CITY/ZIPCODE:
*Our municipal code requires all businesses working in the city to have a City of Cupertino business license.
NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE
GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO
BUSINESS LICENSE.
I am not using any subcontractors: l
Si ature Date
Please check applicable subcontractors and complete the following information:
✓
SUBCONTRACTOR
BUSINESS NAME
BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring / Carpeting
Linoleum / Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Painting / Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
Owner / Contractor Signature
Date
.,Y
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Mr & Mrs Mei Residence
10111 Phar Lap Drive
o
Cupertino, CA 95014,
Project Designer:
KQ Design & Engineering
793 Kyle Street
San Jose, CA 95127
408-209-8775
Report Prepared by:
Michael Chau, CEPE
MSJ Energy
2521 South Court
Palo 301
MPli.AANCE
Job Number:
2014-906Ir
r 4 z
Date:
4/27/2014
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.
Ener yPro 5.1 by Energ Soft User Number: 8158 RunCode: 2014-04-27710:21:07
ID: 2014-906
I TABLE OF CONTENTS I
Cover Page
Table of Contents
Form CF -1 R Certificate of Compliance
Form MF -1 R Mandatory Measures Summary
EnergyPro 5.1 by EnergySoft Job Number: ID: 2014-906 User Number: 8158
2
3
8
PERFORMANCE CERTIFICATE: Residential Part 1 of 5
CF -'I R
Project Name
Mr & Mrs Mei Residence
Building Type 0 Single Family 0 Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
4/27/2014
Project Address
10111 Phar Lap Drive Cupertino
California Energy Climate Zone
CA Climate Zone 04
Total Cond. Floor Area
498
Addition
498
# of Stories
1
FIELD INSPECTION ENERGY CHECKLIST
❑ Yes 0 No HERS Measures --If Yes, A CF -4R must be provided per Part 2 of 5 of this form.
0 Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details.
INSULATION Area Special
Construction Tye Cavity (ft`) Features (see Part 2 of 5) Status
Wall Wood Framed R-15 477 New
Roof Wood Framed Attic R-30 498 Radiant Barrier New
Slab Unheated Slab -on -Grade None 498 Perim = 0' New
FENESTRATION U- Exterior
Orientation Area(ff) Factor SHGC Overhang Sidefins Shades Status
Front (E) 75.0 0.330 0.31 none none Bug Screen New
Left (S) 24.0 0.330 0.31 none none Bug Screen New
Rear (Ko 171.0 0.330 0.31 none none Bug Screen Removed
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
1 Central Furnace 80%AFUE Split Air Conditioner 13.0 SEER Setback Existing
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R -Value Status
HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 Existing
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
Ener Pro 5.1 by Ener ySoft User Number: 8158 RunCode: 2014-04-27710:21:07 ID: 2014-906
Pa e 3 of 10
PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -'I R
Project Name
Mr & Mrs Mei Residence
Building Type m Single Family m Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
4/27/2014
SPECIAL FEATURES INSPECTION CHECKLIST
rhe 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.
The Roof R-30 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.
Ener Pro 5.1 by Ener Soft User Number- 8158 RunCode: 2014-04-27710:21:07 ID: 2014-906 Page 4 of 10
PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R
Project Name
Building Type 0 Single Family 0 Addition Alone
Date
Mr & Mrs Mei Residence
❑ Multi Family ❑ Existing+ Addition/Alteration
4/27/2014
ANNUAL ENERGY USE SUMMARY
Standard Proposed Margin
TDV (kgtu/ft2- r)
Space Heating 24.23 20.53 3.70
Space Cooling 4.68 2.87 1.82
Fans 4.96 4.10 0.86
Domestic Hot Water 0.00 0.00 0.00
PumDs 0.00 0.00 0.00
Totals 33.87 27.49 6.38
Percent Better Than Standard: 18.8%
BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area
Number of Dwelling Units: 0.23 (E) 180 75
Fuel Available at Site: Natural Gas (S) 216 24
Raised Floor Area: 0 (M 180 0
Slab on Grade Area: 498 (N) 0 0
Average Ceiling Height: 10.0 Roof 498 0
Fenestration Average U -Factor: 0.33 TOTAL: 99
Average SHGC: 0.31 Fenestration/CFA Ratio: 19.9%
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 MSJ Energy
Address 2521 South Court Name Michael Chau, CEPE ek"Aaw 4/27/2014
City/State/Zip Palo Alto, CA 94301 Phone 650-799-7100 Signed 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 KQ Design & Engineering
Address 793 Kyle Street Name Ket Le 4714
City/State/Zip San Jose, CA 95127 Phone 408-209-8775 Sign-e'ff License # Date
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CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-,I R
Project Name
Mr & Mrs Mei Residence
Building Type 0 Single Family 10 Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
4/27/2014
OPAQUE SURFACE DETAILS
Surface U- Insulation Joint Appendix
Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
Wall 105 0.095 R-15
90 90 New 4.3.1-A4 1st floor
Wall 192 0.095 R-15
180 90 New 4.3.1-A4 1st floor
Wall 180 0.095 R-15
270 90 New 4.3.1-A4 1st floor
Roof 498 0.031 R-30
0 0 New 4.2.1-A20 1st floor
Slab 498 0.730 None
0 180 New 4.4.7-A1 1st floor
FENESTRATION SURFACE DETAILS
ID Type Area U-Factor SHGC
Azm Status Glazing Type Location/Comments
1 Window 75.0 0.3301 NFRC 0.311 NFRC
90 New Milgard Classic Low-E Vinyl 1 st floor
2 Window 24.0 0.330 NFRC 0.31 NFRC
180 New Milgard Classic Low-E Vinyl 1st floor
3 Window 171.0 0.330 NFRC 0.31 NFRC
270 Removed Milgard Classic Low-E Vinyl 1st floor
(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
Window
ID Exterior Shade Type SHGC H t Wd
Overhanq Left Fin Right Fin
Len H t LExt RExt Dist Len H t Dist Len Hat
1 Bug Screen 0.76
2 Bug Screen 0.76
3 Bug Screen 0.76
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RunCode: 2014-04-27T10:21:07 ID: 2014-906 Pae 6 of 10
CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5)
CF -,I R
Project Name
Mr & Mrs Mei Residence
Building Type ® Single Family D Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
4/27/2014
BUILDING ZONE INFORMATION
System Name Zone Name
Floor Area ft
New Existing Altered Removed Volume
Year Built
HVAC 1 Addition Room
498
4,980
Totals 498 0 0 0
HVAC SYSTEMS
System Name Qty- Heating Type
Min. Eff. Cooling Type Min. Eff. Thermostat Type
Status
HVAC 1 1 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
Existing
HVAC DISTRIBUTION
System Name
Heating
Duct
Cooling Duct Location R -Value
Ducts
Tested? Status
HVAC 1 Ducted
Ducted Attic, Ceiling Ins, vented 4.2
❑
Existing
WATER HEATING SYSTEMS
S stem Name Qty.
Type
Distribution
Rated
Input
(Btuh)
Tank
Cap.
(gal)
Energy
Factor
or RE
Standby
Loss or
Pilot
Ext,
Tank
Insul. R-
Value
Status
CEC Standard
MULTI -FAMILY WATER HEATING
DETAILS
HYDRONIC
HEATING SYSTEM
PIPING
Control Qty. HP
Hot Water Piping Length
ft
0
i�
Q —
System Name
Pipe
Length
Pipe
Diameter
Insul.
Thick.
Plenum
Outside Buried
L
01
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RunCode: 2014-04-27T10:21:07 ID: 2014-906
Pae 7 of 10
MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3) MF -1 R
Project Name
Mr & Mrs Mei Residence
Date
4/27/2014
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 'oints and penetrations are caulked and sealed.
118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R 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.
*§150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor.
§150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value.
*§150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor.
*§150(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(g): 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 greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration.
Fireplaces, Decorative Gas Appliances and Gas Loy 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 are 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_gTvention,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/hr 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 112(c).
§150(j)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.
§150(j)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.
§150(j)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.
§150(j)2: Cooling system piping (suction, chilled water, or brine Iines),and piping insulated between heating source and indirect hot
water tank shall be insulated to Table 150-B and Equation 150-A.
§150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table
123-A.
150(1)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
§150(j)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.
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MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF -1 R
Project Name
Date
Mr & Mrs Mei Residence
4/27/2014
§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 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is
used to seal o enin s greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used
§150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed
sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may
contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area
of the ducts.
§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 tape 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 orous inner cores.
§150(0): 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 fines, 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 will allow all pumps to be set or
programmed to run only during off-peak electric demand periods.
150( : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150( .
Residential Lighting Measures:
§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies
contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2.
150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d).
§150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output 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 §130(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 kitchens 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 EnergySoft User Number: 8158 RunCode: 2014-04-27T10:21:07 ID: 2014-906 Page 9 of 10
MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF -1 R
Project Name
Date
Mr & Mrs Mei Residence
4/27/2014
§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 the armrolled by an occupant sensor(s) certified to comply with the applicable requirements of 119.
EnergyPro 5.1 by EnergySoft User Number: 8158 RunCode: 2014-04-27T10:21:07 ID: 2014-906 Page 10 of 10
OMN
'Mei Residence
10 111 Phar Lap Drive, Cupertino, Ca
Structural Calculations
CODES: 2013 California Building Code (CBC)
7-10 ASCE
Date: May 4, 2014
By: Ket Le, P.E.
Table of Content
Vertical Design Loads 1
Wind Design Loads 2
Seismic Design Parameters 3
Span Tables 4 to 5
Beam Design,,_-"
Shear Wall Desjgn
en,3 rtment
U
VERTICAL DESIGN
Roof Dead Load:
psf
Roofing material
lo. o Concrete Tile Roof
1/2" sheathing
1.5
Truss / 2x framing
4.0
Insulation
1.0
Gypboard
2.8
M isc
0.7
Total =
2o.0 (RDL)
Roof Live Load:
20.0 (RLL) Based on roof slope of, 4 to 12
Floor Dead Load:
psf
Flooring
2.0
3/4" sheathing
2.8
Joist 12x framing
4.0
Gypboard
2.8
Misc
0.4
Total =
12.0 (FDL)
Floor Live Load: 40.0 (FLL)
Wall Dead Loads: psf
Exterior (stucco) 16.0
Interior (gypboard) 10.0
I
U
WIND LOAD DESIGN PER ASCE 7-10 TABLE 28.5-1
STEP 1: Risk Category II per Table 1.5-1
STEP 2: V= 110 MPH per Fig. 26.5-1A
STEP 3: Exposure B per section 26.7
Kzt = 1.0 per section 26.8
STEP 4: Ps30=21.6 psf for zone A (wall)
Ps30=14.8 psf for zone B (roof)
Ps30=17.2 psf for zone C (wall)
Ps30=21.6 psf for zone D (roof)
STEP 5: Adjustment factor for building height and exposure per Figure
28.6-1 = 1.0
STEP 6: Adjusted wind pressure:
Ps=21.6 psf for zone A (wall)
Ps= 14.8 psf for zone B (roof)
Ps=17.2 psf for zone C (wall)
Ps=21.6 psf for zone D (roof)
For wind pressure on wall, use Ps =(21.6 + 17.2)!2 = 19 psf
Note: 19 psf is a conservative load to be applied over the
entire wall since the 21.6 psf load is only occurring at zone
a which is less than 20% of the entire wall area. Most of the
wind load on the wall is for zone C which is only 17.2psf
For wind pressure on roof use Ps = 15 psf
3
SEISMIC DESIGN
Design Criteria
Equation
Units Reference
Mapped Spectral Response (SS) =
2.328
(Figure 22-1)
Mapped Spectral Response (SI) =
0.824
(Figure 22-2)
Short Period Coefficient (Fa) =
1.0
(Table 11.4-1)
Long Period Coefficient (F,) =
1.5
(Table 11.4-2)
Design Spectral Response (SMs) =
2.328
(Equation 11.4-1; = FASs)
Design Spectral Response (SDs) =
1.55
(Equation 11.4-3; = 2/3SMs)
Seismic Design Category =
D
(Table 11.6-1)
Importance Factor (1) =
1.0
(Table 11.5-1)
Site Soil Class =
D
(used as default)
Period Parameters (C) =
0.02
(Table 12.8-2)
Period Parameters (x) =
0.75
(Table 12.8-2)
Avg C.O.G Height (h„) =
18
ft (avg height of diaphragm abv 1 st floor)
Response Modification Coef (R) =
6.5
(Table 12.2-1; A.13)
Design Base Shear
Simplified Lateral Force Analysis Procedure per ASCE 7-08 section 12.14.8:
(SDs) _ (= 2/3FASS) 1.55
Seismic Base Shear M = FSDS/(R) = 0.239 'W (Equation 12.14-11)
(1.0 x 1.552/6.5 = .239)
Use redundancy factor of 1.3 and and factor of 0.7 for Allowable Stress Design
Seismic Base Shear (V) _ .239 x 1.3 x 0.7 x W = 0.217 x W
I
ROOF -CEILING CONSTRUCTION
TABLE R802.5.1(1) --continued
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Roof live load --20 nsf. ceiling not attached to rafters_ L(A = iAm
Check sources for availability of lumber in lengths greater than 20 feet.
For SL I inch = 25.4 mm, 1 foot = 304.8 mm, I pound per square foot = 0.0479kPa.
a. The tabulated rafter spans assume that ceilingj oists are located at the bottom ofthe attic space or that some othermethod ofresisting the outward push of the rafters
on the bearing walls, such as tatter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be
multiplied by the factor; given below:
Rafter Soan Adlustment Factor
1/3
0.67
DEAD LOAD =10 Pat
I DEAD LOAD = 20 psf
2x4 2x6 2.8 2.10 1 2.12
1 2x4 1 2.6 2x8 2.10 2.12
1/6
0.90
Maximum rafter spans°
RAFTER
(feet -
inches)
(feet -
Inches)
(feet -
Inches)
(feet -
inches)
(feet -
Inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
inches)
(feet -
Inches)
SPACING
(inches)
SPECIES AND GRADE
Douglas fir -larch SS
9-1
14-4
18-10
23-4
Note
8-11
13-1
16-7
20-3
23-5
Douglas fir -larch #1
8-7
12-6
15-10
19-5
22-6
7-5
10-10
13-9
16-9
19-6
Douglas fir -larch #2
8-0
11-9
14-10
18-2
21-0
6-11
10-2
12-10
15-8
18-3
Douglas fir -larch #3
6-1
8-10
11-3
13-8
15-11
5-3
7-8
9-9
11-10
13-9
Hem -fir SS
8-7
13-6
17-10
22-9
Note b
8-7
12-10
16-3
19-10
23-0
Hem -fir #1
8-4
12-3
15-6
18-11
21-11
7-3
10-7
13-5
16-4
19-0
Hem -fir #2
7-11
11-7
14-8
17-10
20-9
6-10
10-0
12-8
15-6
17-11
24
Hem -fir #3
Southern pine SS
6-1
8-11
8-10
14-1
11-3
18-6
13-8
23-8
15-11
Note b
5-3
8-11
7-8
14-1
9-9
18-6
11-10
22-11
13-9
Note b
Southern pine #1
8-9
13-9
17-9
21-1
25-2
8-3
12-3
15-4
18-3
21-9
Southern pine #2
8-7
12-3
15-10
18-11
22-2
7-5
10-8
13-9
16-5
19-3
Southern pine #3
6-5
9-6
12-1
14-4
17-1
5-7
8-3
10-6
12-5
14-9
Spruce -pine -fir SS
8-5
13-3
17-5
21-8
25-2
8-4
12-2
15-4
18-9
21-9
Spruce -pine -fu #1
8-0
11-9
14-10
18-2
21-0
6-11
10-2
12-10
15-8
18-3
Spruce -pine -fir #2
8-0
11-9
14-10
18-2
21-0
6-11
10-2
12-10
15-8
18-3
Spruce -pine -fir #3
6-1
8-10
11-3
13-8
15-11
5-3
7-8
9-9
11-10
13-9
Check sources for availability of lumber in lengths greater than 20 feet.
For SL I inch = 25.4 mm, 1 foot = 304.8 mm, I pound per square foot = 0.0479kPa.
a. The tabulated rafter spans assume that ceilingj oists are located at the bottom ofthe attic space or that some othermethod ofresisting the outward push of the rafters
on the bearing walls, such as tatter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be
multiplied by the factor; given below:
Rafter Soan Adlustment Factor
1/3
0.67
1/4
0.76
115
0.83
1/6
0.90
ins or less
1.00
where:
HC = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.
HR = Height of roof ridge measured vertically above the top of the rafter support walls.
b. Span exceeds 26 feet in length.
440 2010 CALIFORNIA RESIDENTIAL CODE
DESIGN PROPERTIES 5
Allowable Design PropertiesM (100% Load Duration)
1.3E
ath'
Kammt
Shear
Yeventof1
wekh
1.55E
1.9E
1W
Y00"t
Shear
moment of G
W
AV
134'
Mooed
Shear
mooed of h
I
mememt
Sbear
24 49 20 111 187 231 1 415
4.5 5.6 5.6 7.4 8.8 9.4 11.5
(1) For product in beam orientation, unless otherwise noted.
5.1 1 5.2 1 62 1 6.5 1 7.7 I 8.8
10.1 I 10.4 I 12.3 I 13 1 15.3 1 17.5
244
400
597
2.8 1 3 �- 4.7 1 4.8 1 5.7 I LI L ZII ' 8.2 L 1,167
9.2 1 102
211
250 1
415
488
1 800 1
1,195
1,701
10.1
10.4
12.3
13.0
15.3
17.5
19.7
8,625
19,585
26,955
29,855
40,740
52,430
65,49
1,390
9,645
11,420
12,055
14,210
16,240
18,271
346
375
623
733
1,201
1,792
2,552
15.2
15.6
18.5
19.5
23.0
26.3
29.5
4,830
26,115
35,940
39,805
54,325
69,905
87,32!
2,520
12,855
15,225
16,070
18,945
21,655
24,36+
462
500
831
977
1,601
2,389
3,402
20.2
20.8
24.6
16.0
30.6
35.0
39.4
PRODUCT ® ° ® ® protectMdact hom sem and water
STORAGE
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Wrap is � slippery wken meet or ky
be saw blacks at Ir Weeater
to keep bwaff out of sued and water
Level Beam, Header and Column Specifier's Guide TJ -9000 February 2011
1,
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tr— 18244v,/8. 33' = 2 [I pL,� i Url-L ' "- 2tI � LF(lo) 2flc#,
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U
ESR -2089 I Most Widely Accepted and Trusted Page 8 of 58
TABLE 1.1 A-HardyFramee INSTALLATION - ON 2,500 PSI COMPRESSIVE STRENGTH CONCRETE"
HFX-9x79.5
79'/2
HD Bolt
2,000
HFX-9x8
Net
Dia (in)
Allowable
Model
Height
and
Axial
Number
H (in)
Grade6
Load'
HFX-9x79.5
79'/2
1'/5" STD
2,000
HFX-9x8
933/a
HFX-12x78
78
1'/e' STD
1,000
3,500
6,500
1'/e" HS
1,000
3,500
6,500
HFX-12x8
921/a
1'/5" STD
1,000
3,500
6,5001,000
1'/e' HS
1,000
3,500
6,500
HFX-12x9
104'/a
1'/e" STD
1,000
3,500
6,5001,000
1'/e' HS
1,000
3,500
6,500
HFX-12x10
116'/4
1'/e" STD
1,000
3,500
6,500
1'/5" HS
1,000
3,500
6,500
HFX-18x78
78
1'/e" STD
1,000
3,500
6,500
1'/e" HS
1,000
3,500
6,500
HFX-18x8
92'/a
1'/e" STD
1,000
3,500
6,500
1'/e' HS
1,000
3,500
6,500
HFX-18x9
104'/4
1'/e" STD
1,000
3,500
6,500
1'/5" HS
1,000
3,500
6,500
Seismic
Allowable
17,425
1,610
In -Plane
Drift
Uplift
Shear V5
at VS
at Vas
(lbs)
(in)
(Ibs)
9" Wide Panels
905 0.185 15,460
765 0.256 15,460
12" Wide Panels
1,635
0.181
17,425
1,610
0.178
17,005
1,440
0.159
14,325
1,750
0.194
19,595
1,610
1 0.179
17,005
1,440
0.160
14,325
1,385
0.209
17,425 .
1,365
0.206
17,005
1,220
0.184
14,325
1,480
0.225
1 19,595
1,365
0.207
17,005
1,220
0.185
14,325
1,225
0.232
17,425
1,205
0.229
17,005
1,080
0.205
14,325
1,310
0.250
19,595
1,205
0.230
17,005
1,080
0.206
14,325
1,095
0.256
17,425
1,080
0.252
17,005
965
0.225
14,325
1,175
0.274
19,595
1,080
0.253
17,005
965
0.226
14,325
18" Wide Panels
2,580
0.157
15,830
2,580
0.157
15,630
2,580
0.157
15,630
3,900
0.237
28,930
3,840
0.233
28,140
3,740
0.227
26,880
2,265
0.188
16,605
2,265
0.188
16,605
2,265
0.188
16,605
3,400
0.284
30,725
3,350
0.280
29,790
3,255
0.272
28,260
2,055
0.216
17,130
2,025
0.213
16,845
2,020
0.213
16,755
3,030
0.320
31,190
2,975
0.314
30,030
2,880
0.304
28,260
Wind
Allowable
15,460
770
In -Plane
Drift
Uplift
Shear V5
at V5
at Va
(Ibs)
(in)
(Ibs)
905
0.185 1
15,460
770
0.257
15,510
1,750
0.193
19,595
1,610
0.178
17,005
1,440
0.159
14,325
1,750
0.194
19,595
1,610
0.179 1
17,005
1,440
0.160
14,325
1,480
0.224
19,595
1,365
0.206
17,005
1,220
0.184
14,325
1,480
0.224
19,595
1,365
0.207
17,005
1,220
0.185
14,325
1,310
0.248
19,595
1,205
0.229
17,005
1,080
0.205
14,325
1,310
0.250
19,595
1,205
0.230
17,005
1,080
0.206
14,325
1,175
0.273
19,595
1,080
0.252
17,005
965
0.225
14,325
1,175
0.275
19,595
1,080
0.253
17,005
965
0.226
14,325
3,250
0.196
21,585
3,250
0.196
21,585
3,250
0.196
21,585
4,380
0.266
38,015
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