HomeMy WebLinkAboutB16-0283 000-000-000s -
Job number >> 15=117
Structural Calculations for
Woody Reel
15111 Jack Pine Way
Magalia, Ca.
Gary Hawkins
Architect
3095 Ceres Ave. Ste 135
Chico, Ca. 95973
(530) 892-2700
(530) 893-0532 Fax
Ei.1=
COTS'
]DEVELOPMENT
SERWES
816 ,O sS
DATE 1/21/16
,8/,b- 6>L6 3
61J7' E COUNITY DEVE LOPNIENT SERVICES
I E W E
DAYE E L
n
CAI,CDATA 11/13/97
------------------------------------------------------------------------
Rev 4-20-94 Calculation data
------------------------------------------------------------------------
Description >>
--------------
---------------------------------
Jurisdiction Butte County
Code referenced
2013 CRC
2013 CBC
Wind loading
Basic wind speed
110 MPR
Exposure
B
Seismic loading
Site Class
D
Site Design Catagory :
D
Gravity loading
Roof live load
37 PSF
Floor live load
n/a PSF
Balcony live load:
n/a PSF
Soil data
Allowable bearing:
1500 PSF
LOADS 8:25 AM
------------------------------------------------------------------------
REV 8-13-92 LOAD SUMMARY MODULE 1/21/16
------------------------------------------------------------------------
DESCRIPTION >>
------------------------------------------------------------------------
ASSEMBLY >roof
SLOPE > 9.00IN 12 > 18.93 DEGREES
NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT.
12 Comp shingles 3.00 3.00
22 15/32" PLYWOOD 1.50 1.50
39 2 X 6 — 29" 1.10 1.10
39 2 X 6 — 29" 1.10 1.10
69 MISC. 2.00 2.00
---------------------------------------------------------
DL
8.70
USE: 9.00 PSF
---------------------------------------------------------
LL
37.00 PSF
TL
96.00 PSF
ASSEMBLY >wall
SLOPE
> IN 12
>
DEGREES
NO.
DESCRIPTION
UNIT WT.
PITCH? ADJ. WT.
81
WOOD SIDING
3.00
3.00
21
3/8" PLYWOOD
1.10
1.10
39
2 X 9 — 16"
1.10
1.10
69
MISC.
2.00
2.00
---------------------------------------------------------------
DL 7.20 USE: 8.00 PSF
LL PSF
---------------------------------------------------------------
TL 8.00 PSF
Project:
Location: RFB1
Roof Beam
[2013 California Building Code(2012 NDS)]
3.125 IN x 15.0 IN x 16.5 FT
24F -V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 8.5%
Controlling Factor: Deflection
Live Load
0.51 IN U391
Dead Load
0.13 in
Total Load
0.64 IN U309
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: 0240
REACTIONS
A B
Live Load
3968 Ib 3968 Ib
Dead Load
1049 Ib 1049 Ib
Total Load
5017 Ib 5017 Ib
Bearing Length
2.47 in 2.47 in
BEAM DATA
Span Length 16.5 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 0 ft
Roof Pitch 0 :12
Roof Duration Factor 1.15
MATERIAL PROPERTIES
24F -V4 - Visually Graded Western Species
LENGTHS
Ladj =
AND LOADS
16.5
Base ValuesAdlusted
Roof Live Load:
Bending Stress:
Fb = 2400 psi
Controlled by:
Roof Dead Load:
Fb_cmpr = 1850 psi
Fb' = 2760 psi
psf
Cd=1.15
TW =
Shear Stress:
Fv = 265 psi
FV = 305 psi
WT =
Cd=1.15
plf
Modulus of Elasticity:
E = 1800 ksi
E'= 1800 ksi
Comp. -L to Grain:
Fc - -L = 650 psi
Fc -1' = 650 psi
Controlling Moment:
20696 ft -Ib
Tributary Width:
8.25 ft from left support
2
ft
Created by combining all dead and live loads.
WALL =
Controlling Shear:
-5017 Ib
At.support.
Created by combining all dead
and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 89.98 in3 117.19 in3
Area (Shear): 24.7 in2 46.88 int
Moment of Inertia (deflection): 810.14 in4 878.91 in4
Moment: 20696 ft -Ib 26953 ft -Ib
Shear: 5017 lb 9523 lb
'Gary Hawkins
-°� -'Gary Hawkins Architect
3045 Ceres Ave, Suite 135 or
Chico, CA 95973
StruCalc Version 9.0.2.4 1/21/2016 8:32:08 AM
Side One:
LENGTHS
Ladj =
AND LOADS
16.5
ft
Roof Live Load:
LL =
37
psf
Roof Dead Load:
DL =
9
psf
Tributary Width:
TW =
11
ft
Side Two:
WT =
608
plf
Roof Live Load:
LL =
37
psf
Roof Dead Load:
DL =
9
psf
Tributary Width:
TW =
2
ft
Wall Load:
WALL =
0
SLOPEIPITCH ADJUSTED
Adjusted Beam Length:
LENGTHS
Ladj =
AND LOADS
16.5
ft
Beam Self Weight:
BSW =
10
plf
Beam Uniform Live Load:
wL =
481
plf
Beam Uniform Dead Load:
wD_adj =
127
plf
Total Uniform Load:
WT =
608
plf
Project:
Location: FTG1
Footing
[2013 California Building Code(2012 NDS)]
Footing Size: 2.0 FT x 2.0 FT x 12.00 IN
Reinforcement: #4 Bars @ 8.00 IN. O.C. EM / (3) min.
Section Footing Design Adequate
FOOTING PROPERTIES
PL =
Allowable Soil Bearing Pressure:
Qs = 1500 psf
Concrete Compressive Strength:
F'c = 2500 psi
Reinforcing Steel Yield Strength:
Fy = 40000 psi
Concrete Reinforcement Cover:
c = 3 in
FOOTING SIZE
3.72 sf
Width:
W = 2 ft
Length:
L = 2 ft
Depth:
Depth = 12 in
Effective Depth to Top Layer of Steel: d = 8.25 in
COLUMN AND BASEPLATE SIZE
7608 Ib
Column Type:
Wood
Column Width:
m= 4 in
Column Depth:
n= 3 in
FOOTING CALCULATIONS
Vul =
Bearing Calculations:
PL =
3968 Ib
Ultimate Bearing Pressure:
Qu =
1254 psf
Effective Allowable Soil Bearing Pressure:
Qe =
1350 psf
Required Footing Area:
Areq =
3.72 sf
Area Provided:
A =
4.00 sf
Baseplate Bearing:
Bearing Required:
Bear =
7608 Ib
Allowable Bearing:
Bear -A =
33150 Ib
Beam Shear Calculations (One Way Shear):
Beam Shear:
Vul =
1189 Ib
Allowable Beam Shear:
Vc1 =
14850 Ib
Punching Shear Calculations (Two Way Shear):
Critical Perimeter:
Bo =
47 in
Punching Shear:
Vu2 =
5787 Ib
Allowable Punching Shear (ACI 11-35):
vc2-a =
72703 Ib
Allowable Punching Shear (ACI 11-36):
vc2-b =
131175 Ib
Allowable Punching Shear (ACI 11-37):
vc2-c =
58163 Ib
Controlling Allowable Punching Shear:
vc2 =
58163 Ib
Bending Calculations:
Factored Moment:
Mu =
22823 in -Ib
Nominal Moment Strength:
Mn =
169965 in -Ib
Reinforcement Calculations:
Concrete Compressive Block Depth:
a =
0.46 in
Steel Required Based on Moment:
As(1) =
0.08 in2
Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) =
0.58 in2
Controlling Reinforcing Steel
As-reqd =
0.58 in2
Selected Reinforcement: #4's @ 8.0
in. o.c. e/w (3) Min.
Reinforcement Area Provided:
As =
0.59 in2
Development Length Calculations:
Development Length Required:
Ld =
15 in
Development Length Supplied:
Ld-sup =
9 in
Note: Plain concrete adequate for bending,
therefore adequate development length not required.
5' apse
,.z a Gary Hawkins
Gary Hawkins Architect
3045 Ceres Ave, Suite 135
Chico, CA 95973
StruCalc Version 9.0.2.4 [--3 fn 1-/21/2016 8:35:04 AM
Live Load:
PL =
3968 Ib
Dead Load:
PD =
1049 Ib
Total Load:
PT =
5017 Ib
Ultimate Factored Load:
Pu =
7608 Ib
Weight to resist uplift w/ 1.5 F.S.: U.R. =
387 Ib
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Keel Residence
15111 Jack Pine Way
Magalia, CA 95954
Date:
1/22/2016
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 2013 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC — www.energysoft.com.
Energ Pro 6.7 by EnergySoft User Number., 30024
ID: 15-117
Project Designer:
Gary Hawkins Architect
3045 Ceres Ave, Suite 135
Chico, CA 95973
(530) 892-2700
Report Prepared by:
Jessica Hawkins
BUTTE
Gary Hawkins Architect
COUNTY
3045 Ceres Avenue
FEB 1 12016
Chico, CA 95973
DEVELOPMENT
(530) 892-2700
SERVICESPERMIT#
0a
,16.023
B
COUNTY OUNTYfJEVr.�OPr,�;
CODE N. L I a,
DATE L, l 16• _ BY
Job Number:
15-117
Date:
1/22/2016
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 2013 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC — www.energysoft.com.
Energ Pro 6.7 by EnergySoft User Number., 30024
ID: 15-117
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form CF -1 R -PRF -01-E Certificate of Compliance 3
Form RMS -1 Residential Measures Summary 10
Form MF -1 R Mandatory Measures Summary 11
HVAC System Heating and Cooling Loads Summary 15
Zone Load Summary 16
Room Load Summary 17
BUTTE COUNTY
BUILDING DIVISION
APPROVED
EnergyPro 6.7 by EnergySoft Job Number: ID: 15-117 User Number: 30024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Keel Residence Calculation Date/Time: 09:08, Fri, Jan 22, 2016
Calculation Description: Title 24 Analysis Input File Name: 15-117 Keel REDO.xml
GENERAL INFORMATION
01
Project Name Keel Residence
02
Calculation Description Title 24 Analysis
03
Project Location 15111 Jack Pine Way
04
City Magalia
06
Zip Code 95954
08
Climate Zone CZ11
10
Building Type Single Family
12
Project Scope Newly Constructed
14
Total Cond. Floor Area (ft2) 1205
16
Slab Area (ft2) 0
18
Addition Cond. Floor Area N/A
20
Addition Slab Area (ft2) N/A
COMPLIANCE RESULTS
01
Building Complies with Computer Performance
This building incorporates features that require field ti
02
03
This building incorporates one or more Special Featut
CF1 R -PRF -01
Page 1 of 7
05
Standards Version Compliance 2015
07
Compliance Manager Version BEMCmpMgr 2013-4 (744)
09
Software Version EnergyPro 6.6
11
Front Orientation (deg/Cardinal) 0
13
Number of Dwelling Units 1
15
Number of Zones 1
17
Number of Stories 1
19 j
Natural Gas Available No
21 1
Glazing Percentage (%) 16.3%
by a"certified HERS
of a CEC-approved HERS provider.
i
Registration Number: 216-N0039265A-000000000-0000
CA Building Energy Efficiency Standards - 2013 Residential Compliance
l
Registration Date/Time: 2016-01-2911:03:28
Report Version - CF1R-08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
ENERGY USE SUMMARY
04
Energy Use (kTDV/ft2-yr)
Space Heating
Space Cooling
Ventilation
Water Heating
Photovoltaic Offset
Compliance Energy Total
05
Standard Design
19.08
60.94
1.33
49.47
----
130.82
06
Proposed Design
24.50
68.88
1.33
30.71
0.00
125.42
07
Compliance Margin
-5.42
-7.94
0.00
18.76
0.00
5.40
08
Percent Improvement
-28.4%
°
-13.0%
0.0%IAQ
37.9%
----
4.19'0
i
Registration Number: 216-N0039265A-000000000-0000
CA Building Energy Efficiency Standards - 2013 Residential Compliance
l
Registration Date/Time: 2016-01-2911:03:28
Report Version - CF1R-08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Keel Residence Calculation Date/Time: 09:08, Fri, Jan 22, 2016
Calculation Description: Title 24 Analysis Input File Name: 15-117 Keel REDO.xmi
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Window overhangs and/or fins
CF1 R -PRF -01
Page 2 of 7
HERS FEATURE SUMMARY
01
The following is a summary of the features that must be field -verified by
a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
05
Building -level Verifications:
07
• IAO mechanical ventilation
BUTTE COUNTY
Cooling System Verifications:
Number of Bedrooms
• Refrigerant Charge
BUILDING DIVISIOfiYt
HVAC Distribution System Verifications:
• -- None --
/�
A P R
Domestic Hot Water System Verifications:
1
• —None —
1
ENERGY DESIGN RATING
This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual
TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as rdomestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an
on-site renewable energy system.,��
* j Reference Energy Use . Energy Design Rating Margin Percent Improvement
Total Energy (kTDV/f2-yr)* �2'1 204.36"" 198.96 5.40 2.6%
a
* includes calculated Appliances and Miscellaneous Energy Use (AM U)5
BUILDING - FEATURES INFORMATION
01
02
03
04
05
06
07
Project Name
Conditioned Floor Area (ft2)
Number of Dwelling
Units
Number of Bedrooms
Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Keel Residence
1205
1
2
1
0
1
ZONE INFORMATION
01
02
03
04
05
06
07
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft2)
Avg. Ceiling
Height
Water Heating System 1
Water Heating System 2
Conditioned Zone
Conditioned
HVAC1
1205
8.3
DHW Sys 1
Registration Number: 216-N0039265A-000000000-0000 Registration Date/Time: 2016-01-29 11:03:28
CA Building Energy Efficiency Standards - 2013 Residential Compliance Repart Version - CF1R-08252015-744
HERS Provider: CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Keel Residence
CFi R-PRF-01
BUTTE COUNTY
Calculation Date/Time:
09:08,
Fri, Jan
22, 2016
Page 3 of 7
Calculation Description: Title 24 Analysis
BUILDING DS�ljfoi
Input File Name:
15-117 Keel
REDO.xml
APP Ir EL
j
OPAQUE SURFACES
01
02 03
04
05
06 07 08
Name
Zone Construction Azimuth
Orientation
Gross Area (ftz) Window & Door Area (ft) Tilt (deg)
(N) Front Exterior Wall
Conditioned Zone R-13 Wall Siding
0
Front
439.9 78
(E) Left Exterior Wall
Conditioned Zone R-13 Wall Siding
90
Left
90
166 32
(SE) Back Exterior Wall
Conditioned Zone R-13 Wall Siding
135
specify -
90
49.8
(S) Back Exterior Wall
Conditioned Zone R-13 Wall Siding
180
Back
90
425.4 82,02
(SW) Front Exterior Wall
Conditioned Zone-R-13 Wall Siding
225
specify -
90
49.8
Front Exterior Wall
(W) Front
Zone R-13 Wall Siding
270
Right
90
166
Roof
Conditioned Zone R-30 Roof Attic
24 90
1205
Raised Floor
Conditioned Zone R-19 Floor Crawlspace
1205
ATTIC
01
02 03 04
05
06 07 08
i
Name
Construction Type Roof Rise,,,,, ti� Roof Reflectance
�
Roof Emittance Radiant Barrier Cool Roof
Attic Conditioned Zone Attic RoofConditioned Zone Ventilated
0.1
0.85 No No
WINDOWS
n
01 02
03 ''�. 04,,'
05
06°
07
08 09 10
Name Type
Surface (Orientation-Azimuth) Width (ft)
Height (ft)
Multipli
er
Area
(ft)
U-factor SHGC Exterior Shading
.3040 SL Window
(N) Front Exterior Wall (Front-0) 3.0
4.0
1
12.0
0.34 0.29 Insect Screen (default)
4040 SL Window
(N) Front Exterior Wall (Front-0) 4.0
4.0
1
16.0
0.34 0.29 Insect Screen (default)
4036 SL Window
(N) Front Exterior Wall (Front-0) 4.0
3.5
1
14.0
0.34 0.29 Insect Screen (default)
4040 SL 2 Window
(N) Front Exterior Wall (Front-0) 4.0
4.0
1
16.0 0
0.34 0.29 Insect Screen default
4040 SL 3 Window
(E) Left Exterior Wall (Left-90) 4.0
4.0
1
16.0
0.34 0.29 Insect Screen (default)
4040 SL 4 Window
(E) Left Exterior Wall (Left-90) 4.0
4.0
1
16.0
0.34 0.29 Insect Screen (default)
4040 SL 5 Window
(S) Back Exterior Wall (Back-180) 4.0
4.0
1
16.0
0.34 0.29 Insect Screen (default)
6068 SGD Window
(S) Back Exterior Wall (Back-180) 6.0
6.7
1
40.0
0.32 0.32 Insect Screen (default)
2640 SH Window
(S) Back Exterior Wall (Back-180) 2.5
4.0
1
10.0
0.34 0.31 Insect Screen (default)
4040 SL 6 Window
(S) Back Exterior Wall (Back-180) 4.0
4.0
1
16.0
0.34 0.29 Insect Screen (default)
6040 SL Window
(W) Front Exterior Wall (Right-270) 6.0
4.0
1
24.0
0.34 0.29 Insect Screen (default)
Registration Number: 216-N0039265A-000000000-0000 Registration Date/Time: 2016-o1-29 11:03:28
HERS Provider:
CA Building Energy Efficiency Standards
- 2013 Residential Compliance Report Version - CFiR-08252015-744
CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
T _ _
T
--
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Keel Residence Calculation Date/Time: 09:08, Fri, Jan 22, 2016
Calculation Description: Title 24 Analysis
Input File Name: 15-117 Keel REDO.xml
DOORS
01
Name
3068 Door
OVERHANGS AND FINS
01
Window
3040 SL
4040 SL
4036 SL
4040 SL 2
4040 SL 3
4040 SL 4
4040 SL 5
6068 SGD
264—�_
4040 SL 6
6040 SL
02 03
Side of Building Area (ft2)
(N) Front Exterior Wall 20.0
CF1 R -PRF -01
Page 4 of 7
04
U -factor
0.50
02
03
04
05
06
07
08
09
10
11
12
13
Overhang
14
Left
Fin
Right
Fin
Left
Right
Depth
Dist Up
Extent
Extent
Flap Ht.
Depth
Top Up
DistL
Bot Up
Depth
Top Up
Dist R
2
0.75
8
31
1
p
Bot Up
2
0.75
21.5
16.5
0
0
0
0
0
0
0
1
0
2
0.75
38.5
p
0
0
0
0
p
p
0
1
0
2
0.75
0
5.5
0
0
0
0
0
0
0
1
0
2
3
g
12
0
0
0
0
0
0
0
1
2
3
14
0
0
0
0
0
0
0
0
2
0.75 t
5.5 "Nt
1.75
0
0
0
� 0''�`
00
2' -0.75
3.` !
` 16.5
1 ,
_
0 ,
0 k
0
0
0
0
0
2
0.75
115.25
8.25 -
..10
.,.
0.
,
0
0
0
0
0
0
2
0
2.5 ..v.
2.5
1
0
0
0
0
0
0
2
4.5
9
g
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
Registration Number: 216-N0039265A-000000000-0000 Registration Date/Time: 2016-01-29 11:03:28
CA Building Energy Efficiency Standards - 2013 Residential Compliance , Repoft Version - CFIR-08252015-744
r
HERS Provider: CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD BUTTE COUNTYCF1 R -PRF -01
Project Name: Keel Residence Calculation Date/Time: 09:08, Fri, Jan 22, 2016 BUILDING DIVISION Page 5 of 7
Calculation Description: Title 24 Analysis Input File Name: 15-117 Keel REDO.xml APPROVFr
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
Not Required
F ° Not RequiredNot
Required, - -
Tank Type
Total Cavity
Winter Design
Input Rating
Construction Name
Surface Type
Construction Type
Framing
R -value
U -value
Assembly Layers
180000-Btu/hr
0
0
- Cavity/Frame: no insul. /2x4 Top Chrd
2x4 Top Chord of Roof Truss @ 24
• Roof Deck: Wood Siding/sheathing/decking
Attic RoofConditioned Zone
Attic Roofs
Wood Framed Ceiling
in. O.C.
none
0.644
- Roofing: Light Roof (Asphalt Shingle)
• Inside Finish: Gypsum Board
• Cavity/Frame: R -13/2x4
- Exterior Finish: Wood
R-13 Wall Siding
Exterior Walls
Wood Framed Wall
2x4 @ 16 in. O.C.
R 13
0.095
Siding/sheathing/decking
• Floor Surface: Carpeted
Floors Over
- Floor Deck: Wood Siding/sheathing/decking
R-19 Floor Crawispace
Crawlspace
Wood Framed Floor
2x6 @ 16 in. O.C.
R 19
0.049
• Cavity/Frame: R -19/2x6
• Inside Finish: Gypsum Board
Ceilings (below,
• Cavity/Frame: R-9.1 /2x4
R-30 Roof Attic
attic)
Wood Framed Ceiling
2x4 @ 24 in. O.C.
R30
0.032
• Over Floor Joists: R-20.9 insul.
BUILDING ENVELOPE - HERS VERIFICATION
01
01
02 ``
03 04
Quality Insulation Installation (QII)
1,. Quality Installation of Spray"Foam Insulation
Budding Envelope Air Leakage CFM50
Not Required
F ° Not RequiredNot
Required, - -
WATER HEATING SYSTEMS
01 02 03 04 05 06
Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%)
DHW Sys 1 -1/1 DHW Standard DHW Heater 1 1 .0%
WATER HEATERS
01
02
03
04
05
06
07
08
Name
Heater Element Type
Tank Type
Tank Volume
(gal)
Energy Factor or
Efficiency
Input Rating
Tank Exterior
Insulation
R -value
Standby Loss
(Fraction)
DHW Heater 1
Propane
Small Instantaneous
0
0.82
180000-Btu/hr
0
0
Registration Number: 216-N0039265A-000000000-0000 Registration Date/Time: 2016-01-2911:03:28
CA Building Energy Efficiency Standards - 2013 Residential Compliance Repott Version - CF111-08252015-744
77"711 -7 -
HERS Provider: CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Keel Residence Calculation Date/Time: 09:08, Fri, Jan 22, 2016
Calculation Description: Title 24 Analysis Input File Name: 15-117 Keel REDO.xml
CF1 R -PRF -01
Page 6 of 7
WATER HEATING - HERS VERIFICATION
01
02
03
04
05
06
07
Name
Pipe Insulation
Parallel Piping
Compact Distribution
Point -of Use
Recirculation
Control
Central DHW
Distribution
DHW Sys 1 - 1/1
---
---
---
---
---
-
SPACE CONDITIONING SYSTEMS
01
02
03
04
05
06
SC Sys Name
System Type
Heating Unit Name
Cooling Unit Name
Fan Name
Distribution Name
:Heat Pump System 1:::2
Heat Pump Heating and
Cooling System
Heat Pump System 1
Heat Pump System 1
None
None
HVAC - HEAT PUMPS
01
02
03 04 05
06 07
08
09
10
Verified Airflow
Airflow Target
Heating
Cooling
Zonally
Multispeed
HERS
Name
Type
HSPF/COP Cap 47 Cap 17
„a SEER EER
Controlled
Compressor
Verification
Heat Pump System 1
DuctlessHeatPump
8.2
3280b ��
20000
. 14
11.E
No
No
Heat Pump System
1 -hers cool
HVAC COOLING - HERS VERIFICATION �<
01
02
03
04
05
06
Name
Verified Airflow
Airflow Target
Verified EER
Verified SEER
Verified Refrigerant
Charge
Heat Pump System 1 -hers -cool
Not Required
----
Not Required
Not Required
Required
IAO (Indoor Air Quality) FANS
01
02
03
04
05
06
Dwelling Unit
IAQ CFM
IAQ Watts/CFM
IAQ Fan Type
IAQ Recovery
Effectiveness(0/o)
HERS Verification
SFam IAQVentRpt
34.55
0.25
Default
0
Required
PROJECT NOTES
AP#:065-390-031-000 ti r
Registration Number: 216-N0039265A-000000000-0000 Registration Date/Time: 2016-01-29 11:03:28
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744
i,
711 I�
A 1 B VE)
HERS Provider: CaICERTS inc.
Report Generated at: 2016-01-22 09:09:26
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Keel Residence Calculation Date/Time: 09:08, Fri, Jan 22, 2016
Calculation Description: Title 24 Analysis Input File Name: 15-117 Keel REDO.xml
CF1 R -PRF -01
Page 7 of 7
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature:
Jessica Hawkins
Company:
Signature Date:
Gary Hawkins Architect
2016-01-29 10:54:11
Address:
CEA/HERS Certification Identification (If applicable):
3045 Ceres Avenue, Suite 135
City/State/Zip:
Phone:
Chico, CA 95973
530-892-2700
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name: �'�� �; 4 ;� .,
Responsible Designer Signature.
Gary Hawkins:,
Company:
Date Signed: r
Gary Hawkins Architect
2016-01-2911: 3:28
Address:
License:
3045 Ceres Avenue, Suite 135
c18693
City/State/Zip:
Phone:
Chico, CA 95973
530-892-2700
BUTTE COUNTY
BUILDING DIVISION
Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the
information.
Registration Number: 216-N0039265A-000000000-0000 Registration Date/Time: 2016-01-29 11:03:28
CA Building Energy Efficiency Standards - 2013 Residential Compliance . Report Version - CF111-08252015-744
HERS Provider: CaICERTS Inc.
Report Generated at: 2016-01-22 09:09:26
RESIDENTIAL MEASURES SUMMARY
RMS -1
Project Name
Keel Residence
Building Type
m Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration 1112212016
Date
Project Address
15111 Jack Pine Way Magalia
California Energy Climate Zone
CA Climate Zone 11
Total Cond. Floor Area
1,205
Addition
n/a
# of Units
1
INSULATION
Construction Type
Cavity
Area
(ft) Special Features Status
Wall Wood Framed R 13
1,081 New
Door Opaque Door - no insulation
20 New
Floor Wood Framed w/Crawl Space R 19
1,205 New
Roof Wood Framed Attic R 30
1,205 New
'OUNlY
SiO
APPHUVED
FENESTRATION Total Area: 196 Glazing Percentage: 16.3 % New/Altered Average U -Factor: 0.34
Orientation Area ft2 U -Fac SHGC Overhang Sidefins Exterior Shades Status
Front (N) 12.0 0.340 0.29 2.0
none Bug Screen New
Front (N) 16.0 0.340 0.29 2.0
none Bug Screen New
Front (N) 14.0 0.340 0.29 2.0
none Bug Screen New
Front (N) 16.0 0.340 0.29 2.0
none Bug Screen New
Left (E) 16.0 0.340 0.29 2.0
none Bug Screen New
Left (E) 16.0 0.340 0.29 2.0
none Bug Screen New
Rear (S) 16.0 0.340 0.29 2.0
none Bug Screen New
Rear (S) 40.0 0.320 0.32 2.0
none Bug Screen New
Rear (S) 10.0 0.340 0.31 2.0
none Bug Screen New
Rear (S) 16.0 0.340 0.29 2.0
none Bug Screen New
Right (M 24.0 0.340 0.29 2.0
none Bug Screen New
HVAC SYSTEMS
Qty. Heating Min. Eff
Cooling
Min. Eff Thermostat Status
1 Split Heat Pump 8.20 HSPF
Split Heat Pump 14.0 SEER Setback New
HVAC DISTRIBUTION
Location Heating
Cooling
Duct
Duct Location R -Value Status
HVAC Ductless / with Fan
Ductless
n/a n/a New
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
1 Small Instantaneous Gas 0
0.82
Standard New
Ener Pro 6.7 by Ener Soft User Number., 30024
RunCode: 2016-01-22To9:10:28 ID: 15-117 Pae 10 of 17
2013 Low -Rise Residential Mandatory Measures Summary BUTTE COUNTY
BUILDING DIVISION
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measuresa's ,ED
rmmnlinnry nnnrnnrh vcad &rrontinne mnv nnnly RGviPvj thv rvcnvrtivv rnily cvrtinn fnr mnry infnrmntinn. �°`�
Building Envelope Measures:
§110.6(a)1:
Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
§110.6(a)5:
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).
§110.7:
Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed.
§110.8(a):
Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R.
§110.8(1):
The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the
installation of a cool roof is specified on the CF1R.
§110.86):
A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R.
Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a
§150.0(a):
rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The
attic access shall be gasketed to prevent air leakage.
§150.0(b):
Loose fill insulation shall conform with manufacturer's installed design labeled R -value.
§ 150.0(c):
Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U -
factor).
§150.0(d):
Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor.
In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior
§150.0(g)l:
walls, vented attics and unvented attics with air -permeable insulation.
In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II
§150.0(g)2:
vapor retarder.
In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of
§150.0(g)3:
the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section
150.0(d).
§150.0(1):
Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%;
have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration;
and when installed as part of a heated slab floor meets the requirements of § 110.8
150.0
§ (q)'
Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U-
factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
§150.0(e)1A:
Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§150.0(e)1B:
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 readily accessible, operable, and tight -fitting damper or a combustion -air control device.
§150.0(e)1C:
Masonry or factory -built fireplaces have a flue damper with a readily accessible control.
§150.0(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:
§110.0-§110.3:
HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission.
§110.3(c)5:
Fater heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation
valve, and recirculation loop connection requirements of §110.3(c)5.
Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli-
§110.5:
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool
ands a heaters.
§150.0(h)l:
Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified
in §150.0(h)2.
§ 150.0(h)3A:
Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any
dryer vent.
§ 150.0(i):
Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c).
Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped
§150.00)lA:
with insulation having an installed thermal resistance of R-12 or greater.
§150.00)1B:
Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external
insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank.
For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage
tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system
§150.00)2A:
regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and
all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3-
A.
§150.00)2B:
All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve
that allows for installation, removal, and replacement of the enclosed pipe and insulation.
2013 Low -Rise Residential Mandatory MeacnrPc Snlmmnry - BUTTE COUNTY
§150.0(j)2C:
Pipe for cooling system lines shall be insulated as specified in §150.00)2A. Piping insulation for ^te ,m , d is ear n
systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120
§150.00)3:
Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For
§150.00)3A:
example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or
painted with coating that is water retardant and provides shielding from solar radiation that degrades the material.
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I
§150.00)3B:
or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor
retarder.
Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3
feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the
§ 150.0(n)l:
space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000
Btu/hr.
§150.0(n)2:
Recirculating loops serving multiple dwelling units shall meet the requirements of §110.3(c)5.
§ 150.0(n)3:
Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC)
or by a testing agency approved by the Executive Director.
Ducts and Fans Measures:
All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0,
§603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition.
Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC
§605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed
§150.0(m)1:
with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or
aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than '/'4 inch, the
combination of mastic and either mesh or tape shall be used. 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.
Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints
§150.0(m)2:
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.
§150.0(m)3-6:
Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other
re uirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling.
§150.0(m)7:
All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic
dampers.
§150.0(m)8:
Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers
except combustion inlet and outlet air openings and elevator shaft vents.
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not
§150.0(m)9:
limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum,
sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation.
4150.0(m)10:
Flexible ducts cannot have porous inner cores.
When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be
§150.0(m)ll:
sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference
Residential Appendix RA3.
Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
§150.0(m)12:
conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of
§150.0(m)12.
Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the
placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The
§150.0(m)13:
space conditioning system must also demonstrate airflow> 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.
Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode,
§150.0(m)15:
an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of> 350 CFM per ton of nominal cooling
capacity, and operating at an air -handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic
testing, in accordance with Reference Residential Appendix RA3.
All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of
§150.0(o):
central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the
Whole Building Ventilation.
§150.0(o)lA:
Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.
Pool and Spa Heating Systems and Equipment Measures:
Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
§ 110.4(a):
Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat
settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating.
2013 Low -Rise Residential Mandatory Measures Summary
§110.4(b)l:
Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction
and return lines, or built-up connections for future solar heating. PUT -TE a ,
§110.4(b)2:
Outdoor pools or spas that have a heat pump or gas heater shall have a cover. a
Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow al um s to a et or pro -
§110.4(b)3:
ammed to run only during off-peak electric demand periods.
§110.5:
Natural gas pool and spa heaters shall not have a continuous burning pilot light.
§150.0(p):
Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements.
Lighting Measures:
§110.9:
All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9.
§150.0(k)lA:
Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE
150.0-A or TABLE 150.0-13, as applicable.
§150.0(k)1B:
When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply
'
with the applicable provisions of §150.0(k).
The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with
§150.0(k)1C:
§130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has
been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180
watts of low efficacy lighting er electrical box.
§150.0(k)lD:
Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz.
Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no
§150.0(k)lE:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to
be controlled by vacancy sensors.
§150.0(k)117:
Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable
requirements of §150.0(k).
§150.0(k)2A:
High efficacy luminaires must be switched separately from low efficacy luminaires.
§150.0(k)2B:
Exhaust fans shall be switched separately from lighting systems.
§150.0(k)2C:
Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF.
§150.0(k)2D:
Controls and equipment are installed in accordance with manufacturer's instructions.
§150.0(k)2E:
No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k).
§150.0(k)2F:
Lighting controls comply with applicable requirements of §110.9.
An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if. it functions as a dimmer
§150.0(k)2G:
according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other
requirements in §150.0(k)2.
An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it
§150.0(k)2H:
functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements
of §130.5; and all other requirements in §150.0(k)2.
§ 150.0(k)2I:
A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the
functionality of a dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2.
§150.0(k)3A:
A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy.
Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only
§150.0(k)3B:
the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are
considered kitchen lighting if they are not separately switched from kitchen lighting.
Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated
§150.0(k)4:
cabinet.
§150.0(k)5:
A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom
shall be high efficacy or controlled by vacancy sensors.
§150.0(k)6:
Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and
controlled by vacancy sensors.
Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high
§150.0(k)7:
efficacy,or shall be controlled by either dimmers or vacancy sensors.
Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other
nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0
CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing
§150.0(k)8:
and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and
allow ballast maintenance and replacement without requiring cutting holes in the ceiling.
For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts
shall be certified to the Energy Commission to comply with the applicable requirements in 110.9.
For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the
same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements:
i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and
§150.0(k)9A:
ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a
motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically
reactivates the motion sensor within 6 hours; and
iii. Controlled by one of the following methods:
2013 Low -Rise Residential Mandatary Measures inmmary
r
a. Photocontrol not having an override or bypass switch that disables the photocontrol; or
b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is
programmed to automatically turn the outdoor lighting OFF during daylight hours; or
c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of
an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the
requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and,
is programmed to automatically turn the outdoor lighting OFF during daylight hours.
For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor
lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the
§150.0(k)9B:
following requirements:
i. Shall comply with §150.0(k)9A; or
ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0.
§150.0(k)9C:
For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D
shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0.
§150.0(k)9D:
Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply
with the applicable requirements in §110.9, §130.0, §130.2 §130.4, §140.7 and §141.0.
§150.0(k)10:
Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined
according to §130.0(c).
§150.0(k)11:
Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for
nonresidential garages in §110.9, §130.0, §130.1, §130.4, §140.6 and §141.0.
In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of
§150.0(k)12A:
the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or
controlled by an occupant sensor.
In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20
percent of the floor area, permanently installed lighting in that building shall:
§150.0(k)12B:
i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and
ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each
space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of
ingress and egress.
Solar Ready Buildings:
Single family residences located in subdivisions with ten or more single family residences and where the application for a
§110.10(a)1:
tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014,
shall comply with the requirements of §110.10 through §110.10(e).
§110.10(a)2:
Low-rise multi -family buildings shall comply with the requirements of §110.10 through §110.10(d).
The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a
local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than
80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for
§110.10(b)1:
buildings with roof areas greater than 10,000 square feet.
For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less
than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or
on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the
building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.
§110.10(b)2:
All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north.
§110.10(b)3A:
No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be
located in the solar zone.
Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice
§110.10(b)3B:
the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the
horizontal projection of the nearest point of the solar zone measured in the vertical plane.
§110.10(b)4:
For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly
indicated on the construction documents.
The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit
§110.10(c):
from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating
system.
§110.10(d):
A copy of the construction documents or a comparable document indicating the information from §110.10(b) through §110.10(c)
shall be provided to the occupant.
§110.10(e)1:
The main electrical service panel shall have a minimum busbar rating of 200 amps.
The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a
§110.10(e)2:
future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or
main circuit location, and permanently marked as "For Future Solar Electric'.
r
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Keel Residence
Date
1/22/2016
System Name
HVAC
Floor Area
1,205
ENGINEERING CHECKS
SYSTEM LOAD
Number of Systems
1
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING
CFM Sensible
592 11,989
0
0
0
0 0
0
0
11,989
PEAK
COIL HTG.
PEAK
Heating System
Latent
CFM
Sensible
Output per System 32,800
473
358
13,408
Total Output Btuh 32,800
Output Btuh/s ft 27.2
0
Cooling System
0
Output per System 34,400
0 0
0
Total Output Btuh 34,400
473
0
Total Output ons 2.9
0
Total Output Btuh/s ft 28.5
Total Output s ft/Ton 420.3
13,408
Air System
CFM per System
0
HVAC EQUIPMENT SELECTION
Airflow (cfm)
0
Daikin U.S. Corp. DZ14SN0361A*
29,555 1,129
19,928
Airflow cfm/s ft
0.00
Airflow cfm/Ton)
0.0
Outside Air %
0.0%
Total Adjusted System Output
(Adjusted for Peak Design conditions)
TIME OF SYSTEM PEAK
1 29,555 1,129
Aug 3 PM
19,928
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
25 OF
Outside Air 411-
0 cfm
68 OF
68 OF 105 OF
M
Heating Coil
0 —13
105 OF
BUTTE CONN
BUILDING DTVI I ROOM tiI� E
' 68 °F
COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak
99 / 69 OF
Outside Air
0 Cfm
75/61 OF
4
75 / 61 °F 55 / 54 °F
Cooling Coil
I--
T —1—fl 4
55 / 54 OF
46.4% [_Room 0
75/61 OF
EnergyPro 6.7 by EnergySoft
User Number. 30024 RunCode: 2016-01-22T09:10:28 ID., 15-117 Page 15 of 17
ZONE LOAD SUMMARY
Project Name
Date
Keel Residence 112212016-
System
/22/2016-System Name Floor Area
HVAC 1,205
ZONE LOAD SUMMARY
ZONAL SYSTEM COOLING PEAK HEATING PEAK
ZONE NAME SYSTEM NAME MUIL CFM Sensible Latent Heating OA CFM Peak Hr I CFM Sensible Latent CFM Sensible
Conditioned Zone 1.0 0 Aug 3 PM 1 5921 11,9891 473 3581 13,408
TOTALS1 01 0 01 01 Aug 3 PM 1 11,9891 4731 13,408
(BLOCK LOAD
EnergyPro 6.7 by EnergySoft User Number: 30024 RunCode: 2016-0122T09:10:28 ID: 15-117 Page 16 of 17
ROOM LOAD SUMMARY
Project Name Date
Keel Residence 1/22/2016
System Name Floor Area
HVAC 1,205
ROOM LOAD SUMMARY
ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK
Zone Name Room Name Mult. CFM I Sensible Latent CFM Sensible Latent CFM Sensible
Conditioned Zone House 1 1 1 5921 11, 9891 473 592 11,989 473 358 13,408
conal
30024
PAGE TOTAL
TOTAL*
592
11,989
473
358
13,408
592
11,989
473
358
13,408
T 49.1
ABLE 230
• INFORGING S
m resistant receptacles.
RE TEFL
6Eh1ERA1 NOTES
be listed tamper EW
FASTENING SGF�DULE
P p
D
14. Bathroom receptacle outlets -shall be supplied b at least one 20 am ere branch circuit. Such D
p pp y P
GONrEGnox
FASTENIN6�°
LocATION
1. Joist to sill or girder•
3 - 8d common (21/21 x 0.011)
AS-BUILT/DEMO, FLOOR, FOUNDATION and
2
3 - 3' x 0.131' nails
toenail
ELEVATIONS and SECTIONS, ROOF and
3 - 3' 14 gap staples
ELECTRICAL PLANS
2. Bridging to Joist
3 - 8d conrran (2 1/2' x0.131')
(see section 2308.10.1, Table 2308.I0.1)
3 - 3' x 0.131' palls
toenail each and
3 - 3' 14 gage staples
3. i' x b' subtloor or less to each Joist
3 - 8d common (21/2' x 0.1311)
two nail
4. Hder than I' x 6' subl loon to each Joist
3 - 8d common (2 1/2' x 0.1319
Pace nail
5. 2' subfloor to Joist or girder
2 - Ibd common 01/2' x 0.1621
blind and Paco nap
6. We plate to Joist or blocking
Ibd 0 1/2' x 0.135') at I6' o c.
face nail
22. kidder than I' x 8' sheath to each bear
3' x 0.131' nuns at 6' 0.0.
t9pIWI face man
23. Built-up corner studs
3. 14 gage staples at 12' o c.
24' o c.
so1 to ist or bloc at braced
3" -16d 0 In" x 0.135") of 16'
I6' o c.
Hal� t�
4 - So x 0.131 naris at I6
braced wall panels
24. Built k•dor amid beam
'u1, 9
4 - 3' 14 gage staples per 16'
1. Top plate to stud
2 -16d common (31/2' x 0.1621
Pace retail at top and bottom staggered
3 - 3' x 0.131' nails
and mall '
3 - 3' 14 gap staples
8. stud to sole plate
4 - 8d common 031/2' x 0.1621
Pace nail at ends and at each Ike
s1,
4 - 3' x 0.131" nails
toenail
25. 2' planks
3 - 3.14 gage staples
at each bear
26. collar tie to rafter
2 - I6d common 0 I/2' x 0.1629
3 - 3' x 0.131" nails
and nail
3 - 3' 14 gage staples
4. Double studs
Ibd 03 V2' x 0.1351 at 24' o c.
3' x 0.131, nail at 8' o c.
two nail
3'14 ciacle staple at8'oc.
10. Double top plates
Ibd 0 I/2' x 0.1351 at 160 of,.
3' x 0.131' nail at 12' o c.
ical face nail
51 14 gage staple at 125 o c.
Doublelatus
tOP P
8-16d cortmon (3 Ino x 0.1622)
12 - So x0.131■ nails
lop slice
12 - 3' 14 gage staples
11. Blocking between Joists or rafters to top plate
3 - 8d common (2 1/2'x 0.1317)
3 - 3' x 0.131' nails
toenail
3 - 3■ 14 gage staples
12. Rim Joist to top plate
8d (2 1/2' x 0.131") at 6' o c.
3" x 0.131' nail at 6' o c.
toenail
3'14 gem staple at6'oc.
13. To1, plates, laps aid Intersections
2 -16d common 031/2' x 0.1627
3 - 3' x 0.131' nails
two nail
3 - 3 14 gage staples
14. "Conti uIcus header, two plows
Ibd common 03 I/2' x 0.1621
16" o c. along edge
15. Gelling Joists to plate
3 - 8d common (2 1/2'x 0.131')
■
5 - 3 x 0.131 naris
toenail
5-3'14 gage staples
16. Gonthuaus header to stud
4 - 8d common (2 1/2' x 0.1317
toenail
ri. Ceiling Joists, laps over partitions
3 - I6d common 031/2' x 0.1627 minimum,
14.1
Section 8.10.4.1 Table 2308. o.
roe 5oc 230 )
Table 2308.10.4.1
4 - 3' x 0.131" nails
two nail
Single Floor (combination subfloor-underiaTa t
4 - 3' 14 gage staples
CONI�GTION
FASTENING"'
LOCATION
I8. Gell joists to parallel rafters
�jJ lam'
Calling able 2308.10.4.1
see Section 2308.10.4.1 T
3 -16d common 0 1/2' x 0.162') minimum,
T able 2308.10.4)
AS-BUILT/DEMO, FLOOR, FOUNDATION and
2
4 - Sox 0.131' nails
Pace nail
ELEVATIONS and SECTIONS, ROOF and
4 - 3' 14 staples
ELECTRICAL PLANS
la. Rafter to plate
3 - Sd cornrran 21,2 ■ x 0.131
( )
(see section 2308.10.1, Table 2308.I0.1)
3 - 3" x 0.131' nails
toenail
3 - 3' 14 staples
20. 1' diagonal brace to each stud and plate
2 - 8d common (21/2' x 0.1317
34. Interior paneling
_
Z 3 x 0.131. Halls
face nal l
3 - 3.14 staples
2 ■ .
21. i x 8 sheath to each beam
• •
3 - Bd common (2 In x 0.131)
face nail
22. kidder than I' x 8' sheath to each bear
3 - 8d common (2 In, x 0.131,)
Pace nap
23. Built-up corner studs
Ibd common (31/2' x 0.162")
24' o c.
3' x 0.131' nails
I6' o c.
3' 14 staples
16, o c.
24. Built k•dor amid beam
'u1, 9
20d common (4' x 0.1427 32' o c.
3" x 0.131' nail at 24` of,.
Pace retail at top and bottom staggered
3' 14 staple at 24' or..
gage tap
on opposite skies
2 - 20d common (4' x O.1a27
■ ■
3-3 x0. 131 nates
Pace nail at ends and at each Ike
s1,
3 - 3' 14 staples
25. 2' planks
Ibd common (31/2' x 0.162')
at each bear
26. collar tie to rafter
3 - lod common (3' x 0.1487
4 - 3' x 0.131' nails
Pace nail
4 - 5114 staples
21. Jack rafter to h
3 - lod common (3' x 0.1487
"
4 - 3 x 0.131 retails
toenail
4 - 3114 staples
9� �'P
2 - I6d Common (31/2' x 0.1627
3 - 3' x 0.131' nails <`
Pace nail
3 - 3' 14 staples
28. Roof rafter to 2-4 ridge beam
2 - I6d Common 031/2' x 0.1627
■ ■
3 - 3 x 0.131 nails
toenail
3 - 3' 14 staples
9�
2 - I6d common 0 I/2' x 0.1627
■ ■
- x 0.131 nails
3 3
two mai
3-3'14 staples
20.. Joist to band Joist
- I x 0.162 ■
3 Ibd common /� )
(3
- �
4 3 x 0.131 nails
face nail
4 - 5114 staples
30. Ledger strip
x 0.162
3 -16d common (3 /2 )
4 - 3' x 0.131' malts
Pace nate
4 - 5114 staples
part
31. Flood structural Is and icioboardb
Pane
1/2' avid less 6d`'
SubFloor, roof and wail sheathing (to framing)
■ 0.113 nail
2 3/8 x
13/4' I6 '
gage
la/32
• 3 4 8d' or led
to /
2 3/8' x 0.03' nail"
■
2 16 gage'
1/8 to Is Bd'
■
I/8 to 1114' IOd' or 8d'
Single Floor (combination subfloor-underiaTa t
3/4' aid less 6d'
to frau 1n91
IV to In 8d'
1 US to 11/40 lOd" or 8d•
t foundation footings to conform to ASTM A615 and be intermediate` rade
I. All work on this project shall conform to the 2013 editions of the CRC,, GBG CFC,, CPC, CMC,circuits shall have no other outlets. L Reinforcing steel a g ,g
_ .. conform to ASTM
deformed bars type N rade 40. Reinforcing steel at retaining walls to co
' GFG and 2013 California Ener Code and an other. applicable count and/or cit codes and 15. .Fixtures, lam holders and receptacle outlets shall be secure( supported. A fixture that we! hs yp , g 9 9
9y y pp y , y p P y pp 9
n ' '
ordinances. more than 6 pounds or exceeds 16 in any direction Shallnotbe supported by the screw shell A615, including supplement. bars shall be new stock deformed bars, grade 40for #4 bars
#unless'otherwi5c noted. Bars to be
n s as he sole Support for ceiling and smaller, and rade 60 for 5 and larger bars, typical
2. Written dimensions are to be used, do not scale drawings. of the lam holder. Outlet boxes shall of be used t pp g 9 9 y1,
9 P
• welded shall conform to A5TM '106.
3. 5 ecific information on the drawin differing from these notes shall apply. . addle fans.
p 9 9 Pp y (paddle)
diameters.
• • •reinforcement bars to be la ed minimum 40 bar a
4. The contractor shall verify site conditions and their. correlations with the drawin s. Rete tacles installed in wet or dam locations must be listed weather -resistant type. 2. .Unless noted,. pp
y g lb. p p y1,
are not fully shown on the drawings or called 3. Bends in reinforcement shall be in accordance with AGI 515-05.
5. in the event certain features of the constructionf y g
.denote clear
r conditions 4. All dimensions shown for locations of reinforcin steel are: to face of bar and
for in the notes, then their construction shall be of the same character as for simila c PERMANENT INTERIOR LUMINARIES 9 ,
• concrete is
coverage. Unless s ecificall noted otherwise concrete coverage shall be 3..where
that are shown or called for and shall be approved b the architect. 9 p y - 9
Pp y
SHT. #
CONTENTS
LOCATION
51TE PLAN 4 NOTES
or less led'
■ Bd
5/8
AS-BUILT/DEMO, FLOOR, FOUNDATION and
2
ROOF FRAMING PLANS
ELEVATIONS and SECTIONS, ROOF and
3
ELECTRICAL PLANS
DI
DETAILS
r but is against forms.
laced direct) against earth and 2 where concrete is exposed to earth 6. The drawings represent the finished structure. Unless otherwise indicated, the do not indicate ,General p y g p 9
9 P y _
•' - otherwise noted. /�
I les rade shall have
reinforcing at
mid de th unless of
i medium mew type incandescent
5 a on
luminary fixtures must not contain a med u based Screw the method of construction. `I. High efficient u i 9 9 P ,
9
y y yp .. ,
FR0JEr_..T 5G
V
lices in continuous reinforcing shall have a la of 40 bar diameters minimum in concrete
FE
7. All exterior walls to be 2x4 studs at Ib o.c. U.N.O. All interior walls to be :2x4 studs at I6 o.c. socket. 5. 5p g p
-
TO REMODEL AN EXISTING RESIDENCE.U.N.O. 2. A manual -on occupant sensor must not have an always on feature construction except where shown otherwise. Horizontal lops m adace tbars shall be
NOT FINALE
ei ht. TTED IN 2002 BUT D
one piece full h � WAS MI
5 0 minimum. Vertical bars shall be o ,_ THE RESIDENCE ,
8. Bedroom window finished sill height to be 44 maximum at egress windows. 3. All sensors indoor and outdoor) are to let the luminaries the control run for no ion or than 30 p 9 e
)other dr ems to be vented to outside. minutes.
Nor 135 Ids/% - 7�2
�. All exhaust fans, as ranges, and c dry
ors 9 --.
_ CARPENTRY
n around all structures is to be 4 ii recessed luminaries m ceilings -must be approved for zero clearance insulation cover,
ROUGH
10. Finish grade and finish floor. elevations to be field set. Drainage App ,
and or -ti ht.
t i u 10 Swale as required. electronic ballast,
for mnm m
at 5� slope
awa from buildings
a
9
yCODE J
• „ „ „ ns normal to the fabrication and erection indicated on the
' I r r clr .are minimum required dimensions and must be accurate) I. In addition to framing operation
II. Dimensions noted c ea o y
r he work of .other trades.. WOE: 2
013 C
Drawings, install wood blocking and backing required for, t
aundr Rooms Utility Rooms and Gara es. ,
maintained.. Bathrooms, L 9 9 9 0.
_ NPA grading rules
dor better (H
f the ruder indicate )
e Douglas Fir o (
n
2. Structural framing Shall b
i f i trolled b a manual on occu a t
RIC
stud face of concrete or face of masonry, unless otherwise 1. All ermanent interior luminaries must be high e fit enc or con9 9
12. All dimensions are to face of y, p g y y p 99 9
J OCCUPANCY: R3
2x joists and rafters N0.2
noted. sensor.
Posts and beams NO.
- RESIDENCE
FAMILY RE
ENERGY NOTES Kitchens. Studs No. 2 USE. SINGLE
i ffi len luminaries.
5ilis and later
N0. 2 HF
I. Kitchens must have at least fiftypercent of the installed wattage as high e c c
1, 9 9 y plates CONST: V -B SPRINKLERED
All exterior doors and windows shall be weather Stripped. 2 High efficient luminaries must be switched Separately from low efficient luminaries.
5111s on concrete PTHF
I• p1, 9 y P y y
not noted NO.
and ceilings shall be caulked and sealed. incandescent luminaries is determined the maximum rutin of the fixture.
Mist. framing
2. Ali oints and penetrations in exterior walls, floors, 3. Watts e for nc by g
attached as noted on the Foundation Plan anchors shall
3. Wood sills bearing on concrete shall be attar ,
3. Exhaust fans and fan systems to have backdraft damper control. 9
y p
least two
2
receive at e
piece, and 12 oc max. Each sill shall ere ( )
5h wet heads and faucets shall be certified the G.E.G. All Other Rooms. be within 12 of the 'end of each ,
4. o by p
_ indicated on the laps. �
v rn unless more Stringent .criteria is .ind ca
b a manual on occu ant anchors. This information will govern 5. All , as appliances shall have an .intermittent ignition device. L All permanent interior luminaries must be high efficient , or controlled�- %
9 Pp 9 p 9 yy P 9 9 p
_ _ _ 4. Bolt holes in wood or steel hall be I/I6 larger than bolts. �j
6. insulation. Walls 2x4 R 13, Attic R 30, Floors R la. Interior sound insulation to be 3 I/2 sound sensor, or controlled b a dimmer. g
of finish or at J 0�
5. All. nuts shall be tightened when laced and re -tightened rior to application I S �
ie
butts t typical at bedroom laundry room and bathroom walls. 9 pp- � �'" l'' S
y
p y
7. Exterior windows and doors with lazing, shall have permanent NFRG levels attached U valves Outdoor.
completion
tion of ole.
TIE or approved equal, with connectors as
D2 2
sl
p
of doors or windows shall meet Title 24 calculations. f. All ermanent outdoor luminaries attached to the building must be high efficiency or controlled b: Framing shall be Sim son STRONG
c r0.
_ specified m the catalog NO.G .2015.. � o
ion Certification form GF 6R shall be posted prior to issuance of Certificate of b a motion sensor and photocell.
8. Title 24 Installation P P y p p 9
Occupancy. 1. Wali top-1,later shall have joints at a
stud center line.
q. Water heatingequipment shall be certified the G.E.G.. Ener factor .82. Pipe
within 5'-0" of VENTILATION
� 9y p
• _ ANUFATURED TRUSSES
i Insulation.
M
unconditioned Space) shall be insulated with R 3 -►/
the water heater (in uncond )
/ c
For ventilation
YC
. _ SEER=14.0. Provide attic Ventilation at areas with attic. Venting to be at a ratio of 1300. o
li. Mechanical equipment, ener rutin . HSPF 8.2, SEER 14.0. 9 >, ,�/� Z
9y 9 ,� �
r vious
permit in 2002.
Here approved b a e
feu to the roof Ian. Cover vents with 14 corrosion resistant wire mesh. L The trusses w e
12. All windows to be IowE2 dual lazed with vinyl frames. calculations re g p / pp y p p
9 y
. vent size and -
r with I see foundation Ian for
rid bathrooms shall have an efficient 2. Provide galvanized vents at areas tin craw Space, 13. Lamps used in luminaries for general lighting m kitchens a g p p
P
9 9 9 y .
PLYWOOD NOTES
location. Venting to be at a ratio of 1.150. Locate vents close to corners and on at least two
of not less than 40 lumens per watt (usual) fluorescent). 9
. ire mesh.
s with l 4 corrosion resistant w
opposite sides to provide cross ventilation. Cover vent /
14. Provide insulation certificate prior to final Inspection. pp p ,
P P
General Provisions
if with theappropriate
Identification requirements Each ane) shall be identified w
HEATING. COOLING AIR CONDITIONING, 1.
ow TES a p
GLAZING � WIND NO
of the latest
trademark of the American` Plywood Association and sinal) meet the requirements
y -,
PAs performance P51or
one of A
b edition of U.S. product Standards
I. The heat loss and heat aim of the air conditioned portion of the building shalt be determined
oars windows and shower doors within hazardous areas to be impact resistant lass. 9 P 9y PIp
h
• a licensed heating and air conditioning contractor or engineer. Such person shall assume sit - 2. Panel thickness, rade and group number or s on rating shall be of least equal to that s own
2. All lass. less than IS above adjacent walking surfaces or within 24 .radius of door amiss in g 9 9 P 9 9 P p
9
• m on the drawings. Application shall be in accordance with recommendations of the American
responsibility for adequately heating and cooling the build g pp
closed position shall be full tempered. p y a y 9 9 9
p y P
i i n
Plywood Assoc at o .
2. The systems shall be properly balanced
the Mechanical contractor. .
i full bed of mastic. La building ora over window flange except by y
3. ..All window frames to be set n y P p y .
Lop 9 P 9 p ..
1 butt at centerline3 it shall be the responsibility of the Mechanical contractor to verify In the field that registers, 3. `Nails at plywood panels shall have 3/8_ed e
distance and nail .heads Shall b t
at sill. . p y y 9 � p y P •9
. member:
t located so as to cause Subsequent damages to structural members in the of single su supporting member with edge mailing from each parol into that
ducts, etc. are no o a 9PP 9 9 9 p
- . nailing from each
framing. 4. Plywood panels shall butt at center line of Single su Supporting member with edge a
STREET t�JMBERS 9 y ppp 9 9 9
5
, contractor. panel into that member.
4. All electrical disconnects service wiring and conduit shall be made the Electricalc a
- 9 �P
im dimension.
II a les than 12 in least d e
fplywood,f our or wal(sheetin shall b s `-
Control devicesandtheir.. installation shall be b the Mechanical contractor. 5. No place o floor, I. Provide a prominent identification number at each unit not less than 4 In height and which is y p 9
p 9
. al setback thermostat.
easel visible .from vehicular and or pedestrian traffic.
5. Provide du
y
p ..
i Roof Sheeting
b. .All exhaust fans to have backdraft damper and a minimum of 50 cfm on intermittents stem. a
p y
. nailing as per drawings.
-
L Panel roof sheathing shall be APA RATED SHEATHING EXP l size and ria
DOOR AND HARDWARE NOTES 'Vent to outside air. g � 9 P 9
. here noted and with ane)
ical Gond. unit on concrete ad. Confirm size and location. Install with the .ion dimension of the unci across supports, except w
7. Provide mechan p 9 p pp p P
18 s acin at ane) ends and i
4 Spacing at panel
continuous over two or more sons. Allow / /
selected b owner. Exterior.. and interiorp 9 p
L All exterior and interior door hardware to be as pSpacing P
y
. i edges.
per. Ke all exterior. doors alike.
FINISH CARPENTRY
hardware finish to be as selected b ow 9
y y
r
2.: Privacy
locks to be provided at Master bedroom m and all bathroom doors.
for finish woodwork including, but limited to: 5hearwalis
I. Perform all work necessar and required o ,
t 12 air. butts per door. y a 9
3. Provide I /
P P
, s Allow
per drawin
L Panel wall sheathing shall be APA
RATED SHEATHING EXP I size and nailing
A) Interior trim and millwork. , p 9
4. Each door to be provided w/ door stop. 9
p B 5i
.iar assemblies of finish wood.
I/8
n
spacing m at all end and edge joints.
pRYYVALl G) Hanging 99
i interior doors.
D) Installation of manufactured items not specifically noted to be Installedtalled by others.
_
I. All gypsum board seams to be toped. Texture walls and ceilings with,. light, knockdown finish
2. Materials.
typical U.N.O. )
A Greats and hook
strips: Pine.
y
areas.
2.' Install mold resistant board at all wet a
B) Closet shelves
Ix12 article board.
exterior corners.
p
3. Install metal edge at all exposed used e
from measurements taken at the site.
_
9 P 3. All millwork shall be fabricated and assembled o 135
'Q
be used. .
� knock -out method will not -
Gut all openings for outlets sw
itches etc. score kn
4.,
ro nate size nails countersunk and filled. All materials
4. Gasm trim, Cleats, etc. Apply with a ,
9
PP y appropriate
. -- �-
x art ��q-----------
5. sum board to be pointed with rimer coat prior to texturing. Gyp p p P 9 shall be applied to solid backfin or lied. with appropriate mate fasteners:------------------1�
.- pp 9 PP p1, P '►
i conform with GBG table 702.3.
5 and shall be a lied in such a
manner. as not to
6.
Fasteners shall co m
p1,
\
I
. Fasteners shall be Spaced a minimum of 3/8 \ �
fracture the face paper with the fastener head OT 31
P p IN6 �. t� �(
P P UMB \ �I
inch from edges and ends. \ _
s which
�
1. OAll edges and ends sinal) occur on the framing metubers except, edges and endI. The drawin s are schematic andindica the s stems and e ui merit to be used. Pumbg ♦ APPRO OGATIN
apy
I
i
I
r perpendicular to the framing members.
ore n coordinate the plumbing work with the work OF LEACH FIELD `I
9 contractor shall verify clearances, shall la out and .coo n fE)
P p y y P 9 ��
i s
d
h
s that work
\ APPROX.
A
G�i�GE et
her trades and shall confirm the location of and install sleeves and hangers o t a �
of of ♦
9 w
J
\ I
�.
IN6 LOCATION
FLASH �
of other contractors is not :del ed.
Nor
p
r
g
01= PROPANE
♦ CE)
I
2. Install ate valve at service entrance to building.
I.
All
flashing s
hall be 26 a.
galv iron unless otherwise noted. Prime 4 point to match
- adjacent
3.All fixtures shall be supplied with hot and/or cold water, waste and vent
piping as reauired. `-A
�PROX
LOCATION- r- rVN15
construction. Waste and soil Imes shall comprise
.se a complete sanitary system from each fixture to, ♦ OF SEPTIC TANK
i
2. Flush and counter fI
ash at all moof/w
II connections.
_Coppet
ted with the waste system.
_
♦
i�
♦
ill)
GONi G.
tOiRl
I
VEL
4. All waste lines Shall have a contmvous fall of I/4 per foot inside the building.
FIRE STOP NOTES 5. Gleanoutsshalbe laced to service waste system in accordance with applicable codes and
r
I
r
I
\ i
/
I.Fire_stoPP m Shall be provided to cut off all
concealed draft openings s(b
(both vertical and
best
Iumbm91,
practices. ♦b. Approved backflow prevention devices shall be provided on hose bibs.
�
oh.
I
o m
\ / i
to stor and roofs ace and in the following
horizontal and shall form a barrier between a I
) P y p 9 - �► /
!fit
♦
Specific locations:
DE516N LOADS
Bilin s.
r stud walls at c VALVE
A in
exterior' or interior GATE AL
9
„
ATIO
laced that the maximum in furred Spaces, so D
including i e Glass � i�51��NG�
walls andpartitions,Seismic 5 t
In ail stud
B) , 9 p � P /
r
Space is not over ID feet.
concealed s 0. mph exposure B
dimension and an Wind 110
y p p p
INSTANT
G) Any
other locations not specificallyecifically
mentioned above such as holes for pipes Shafting,
Floor live load 4 sf
A5N
lou
Tor flames. ► ad 3T sf snow
f fford a ossa a fo ...Roof live o
r laces which could a
behind furring strips, s and similar
m
p
p 9
PST 9 P
Q
kD
0
N
N
v
a� •
W
CONNECTION
FASTENING"
LOCATION
32. Pawlsidin9 (to framing)1/2'
or less led'
■ Bd
5/8
53. Fiberboard sheathingi
i/2 No. 11 gage rocIfIng roilF
■
led common pan (z ■ x O.ICi)
No. 16 gage staple
25/32■ No. II nail k
gage
nurnooFhg x OAI
8d cortnetoret (2 V2 9
No. 16 gar staple'
34. Interior paneling
1/4' 4dJ
■ LJ k
3/8 led
r i
2. Penetrations of rated arse
mbites shall be PP
fire sto ed. Fire Stopping shall be an approved
material as proscribed b the State Fire Marshall CONCRETE NOTES -
♦ �f
p y N �RE� Off_ �
r� .
V
ELECTRICAL L Concrete
shall have a minimum compressive ive strep tin at 28 dayss and a maximum slum of.
'REMODEL
�
i r
Strength... 2500 p p
psi Slump... 4
re Clean, solidly embedded aggregate over the BUTTE
TE
1. Aground fault circuit interrupter GFG )is required for II 120 volt receptacles installed m 2. Construction joints shall be prepared to ex o
i
i
garages,
bathrooms, 9 es, accessory 9 buildings, outdoors, in unfinished basements, under -floor areas, entire Joint interface.COUNTY♦
h concrete shall be in accordance
or other embedded Items in the, co
Placement of pipes, conduits,
3. Plat
f bar sink.2D
16
countertops and within 6 0 aFEB �
laundry, unlit and kitchen p p�.
y
y
P
2. Electrical contractor to verify all fixture and device locations with Owner.
with these drawings.s.
♦
�
3. Electrical contractor shallpre_wire for telephones and T.V. outlets. 4. Contraction joints in slabs Shall be so placed that the
maximum dimension and area of any DEVELOPMENT
O
P
M
ENT
Y
n square feet res ectivel .
� For s1: I ketebet =25.4 mm. 4. Smoke detectors shall be provided m compliance with local code as shown on drawings, section do not exceed 30 feet and 600 q p y SERVICES
P
9
9
N
Ise toted.
P ,�
otherwise
s
used a whore in n rete shall have a minimum of 3
or box Hans are rued to be tr ctural steel shapes, `tubes and pipes embedded co c
a. common perm except r backu 5. 5 u
direct wire w/ butte P P P
are 48 P
tate e 6 inches at where y
inches on center• at 12 ketches at Intermed � _ � J
b. Nails at 6 except s t�
edges, ver.
3 concrete co
. Nuns II install all built -tri appliances.
particleboard acid sheer- walls, refer to section 2305 5. ElectrlGlan Shall -a s or more. For pan of wood structural I and pp
.
Inches pane Pa"t diaphragms .
I rest on firm undisturbed soil
I footings sinal e �
W 6. Bottoms of al foot
box or Cas ithtn 25 of HVAC unit for service. -
for wan sheath ar•e rued to be comma,, Provide 110 V outlet and a switched li ht in crawls ace w 9
I
� 1�''n h'9 6. p
_ _ 148. ,
.. I IOd 3 x 0.
Z 1 x 0.13 ) i addresses bleeding, Shrinkage and curling.
Z x o.u3 sd /2 r design is provided which add s
deformed shank. led A concrete mix d
or de i.
I
N G. Common ( , ,
electrical service. elect ! 9 9
100 am P
Provide minimum 9
7.
Prov de
■ P
h IOd 3 x 0.148.
led
2x0
.113 8d 2 /2
x 0.131
d. Gommeton ,
sinal
� i he two 0
r more 2
O am ere �.
r f a dwelling l in unit, t
■ r similar area o
kitchen, dining room o
■ I the kite e ,
8.
In
_ P
_ 3
48 .
9
x O.i L
x 0.131 lod 3 9 �l
ZI J
r - et led 2 x 0.113 Sd /2
Deformed shack P
e. D PERMIT RM T
■
■
and receptacle outlets for
I#
i
_ it I outlets a
113 nail. all iece tate o
_ i x o. I serve a
x 0.00.0. sd 2 /2 required shat s _
3 b x 0.128 or Cas (6d 2 ) appliance branch circuits e
N OSlon-resistcnt 5 6d 11/8 X 0..106 , Sd 2 / J (] r� p B �r , ; r. ,.r
e P. Marr ( � -L I - i� � n .
�9 p1,
. R
VICES
S
s on center at
Internetedlate
when used as
structural
at
exterior
and b ketcfie ,
� 3 Inches on center f two small
aced with mm. o
Fasteners provided w t a
Fos shall be ro
Counter o ret
e tacles
ante t
_ � tion equipment. merit. Go ;
9
s1,
refri era
P
p
P
fractural
9
0.P I
a� intermediate for Wore
on the
aid 12 ketcbetes on center at
shall be b Inches On Center :.
s
sheath � .,.,.,
a, M9 �In9
edges
h circuits. i
brant c
appliance
�cOR
i
Iicat
Iona.
i .
3/4 -Inch for area and be within
aid 3 la ndr 0.r
>, maheath / � r the u
or 1/2 -Inch e provided fo
IM -inch -diameter head aid l 1/2 -Inch b f /2 outlet on a Separate 20 am circuit must b
h. Corrosion -resistant naris with 1/Ib- ^9� �'u9 q. One o p p y . u � a I
•a roaring P
o - sheath . : . u
2 inch r outlets. DAT
25 the
/3 II have no oE
This circuit ha
he intended location of the Rance. Th s s1�
sheathing. six Feet of____. ,
L�
o 1/2 -
Inch
and
11 -Inch
Por
aid
8-keteh
for
kith sheath /2
b-hetch crown V -----__
les with retominal 1/I
corrasion -res
istatt s len9�
I. in9
h ervice
equipment
v6
Metal water pipe and other metal piping that
may become energized to � In the I dircctton o1, the I unless otherwise 10. y 9NORTH
25/32 -Inch sheath .Panel at Ib taches (20 Inches Ifs axis ung pane, p p P P 9
r,
is9 suppo'le trongth
sha b
II e bonded.
marked).
Casring � /2x ooso)
or (I
1 x 0
:0 2)
riat
is 6 kitt
es
on Pa
"e1
12 in
ch
es at ern
bdl
ae
IL Provide arc
fault
Interrupter
ter
breaker
at the
main in ane) for
raIi
bedroomom circuit
�t ou
t
let
s.
Patel�supports 24 khes. Casing riatls db kchesonPI s, 12 etdiesat Intermediate L„
, ..,,..
<. ,. .........
,..
SITE12. Arc fault clrcutt_interrvpter protection to aI120 volt, single phase, (5 and 2O ampere branchh
Ln . I"9 aFPIicatore, Sd nails (2 /2■ x 0.113Jere tbe minmm r fired Por wood structuralPaeIs. ircuits s �piy outlets installed in dwelling units shall by o listed arc_fault circuit
m. les shall have a minimum crown width of1fl6 Inch. cSCALE 1n
=2
0 -
0
N s
On rentor
at
s 8 kleble9
Qt
intermediate ?
4 ketches , it.. Includes �.
ncattore fasteners e protection of the branch circu
n.For root sheath � wPPa'� interrupter, combination type installed to roved
� M9 CPP spaced ,
y1, P P
. P
o for subcFloar and wan sheath
aid 3 Inches on
4 ketches on center at
s 8 heteletes at Intermediate o. Fasteners h'et9
d
supports
V.�
lights,I
kits rete
P
tacles and smoke
te detectors.
p.Fs b Inches at ktermediate supports for roof sheathIng
d4 inches on center at s 8 Inches at Intermediate
wPFale 13. Tamper resistant receptacles: All 125 volt,
lt s
in ie hale 15 and 2
O ampere ret
e
tacles Shall
/Q
I
0
a
� N
Date: 121
Dat /2016/
Drawn: K.O.H.
•:.
Job No.. 15 -IIIA
I
RAI ING
NV IC:
a
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WN ` I AND SHADED:
. I. E REMOVED SHO GHT A
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a o
LIL I L_F
/7 1I I f I P
.REMOVE
A5-E3U I LT/DEMO PLAN
' I I SDN DNI � � � I r 5TEP5 AND LANDING _
50ALE: 1/6„ - 1-0 (E) R-51DENCE•,
1,205 S.F.
k
13
(E) STOR. SHED: 41 S.F. I ,
III Milli
N
DI N ROOF FRAMING NOTES:
(E) :GOY. PORCH 81 S.F.
TYP. 1. PROVIDE FULL BEARING UNDER ALL BEAMS, HEADERS, GIRDER TRUSSES, ETC,.
EAVE 2. ROOF SHTH'G. TO BE 1/2” 0513. (EXISTING)
A _B
3. HEADERS 2x4 BEARING WALLS 4x10 OF#2 U.N.O.
3
_ # 3
2x4 NON BEARING WALLS. 4x6 DF 2 U.N.O.
VENTILATION: 18b S.F. = 4.2q 2 = 2.15
L . l30 /
ROOF FRAMING FLAN
__
HIGH: 2.15 / 1.44 1.4q
14 x24 6F. VENTS MIN. - -
(?� SCALE I/4 I 0
14OW: 2.15 / 028 = 6.2q
L
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V0522 3 EAVE VENTS MIN.
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VERIFY VENTS
3 3 �
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WALLS ARE 2 4 STUDS AT 6
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5. 'FLOOR- JOISTS- 2 DF
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(Date. 1/21/2016
(E) Or:. TRUSS
' I I SDN DNI � � � I r 5TEP5 AND LANDING _
50ALE: 1/6„ - 1-0 (E) R-51DENCE•,
1,205 S.F.
k
13
(E) STOR. SHED: 41 S.F. I ,
III Milli
N
DI N ROOF FRAMING NOTES:
(E) :GOY. PORCH 81 S.F.
TYP. 1. PROVIDE FULL BEARING UNDER ALL BEAMS, HEADERS, GIRDER TRUSSES, ETC,.
EAVE 2. ROOF SHTH'G. TO BE 1/2” 0513. (EXISTING)
A _B
3. HEADERS 2x4 BEARING WALLS 4x10 OF#2 U.N.O.
3
_ # 3
2x4 NON BEARING WALLS. 4x6 DF 2 U.N.O.
VENTILATION: 18b S.F. = 4.2q 2 = 2.15
L . l30 /
ROOF FRAMING FLAN
__
HIGH: 2.15 / 1.44 1.4q
14 x24 6F. VENTS MIN. - -
(?� SCALE I/4 I 0
14OW: 2.15 / 028 = 6.2q
L
D
(1)
V0522 3 EAVE VENTS MIN.
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