HomeMy WebLinkAboutB15-0168Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO. ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95985
(530) 638-7601 Telephone
(530) 638-7140 Facsimile
www.buttecounty ttWdds
www.buHe eneralal�n net
ADMINISTRATION" BUILDING • PLANNING
MINIMUM EROSION AND SEDIMENT CONTROLS FOR
PROJECTS DiSTURBING LESS THAN ONE ACRE
The BMP's (Best Management Practices) listed below must be In place during the rainy season
(October 1$ through April 15) and may be required at other times based on weather and site
conditions. throughout the year. The BMP's listed are minimum requirements and additional BMP's
could be required based on site conditions.
• Stabilized entry: Provide minimus» 3' to.6' fractured rock 50'. long x T5' wide by 6" deep over
construction_ grade fabric.
All soils tracked -onto paved roadways must be'cleaned up on a daily basis. When streets are wet or
during a rain event there shall be no tracking of soils onto'the street.
Wattles installed property behind curb or sidewalks.
Rode bags (mInimum.2 per side) at all drain Inlet locations within 150' of the project site.
• Internal filters placed Inside each drain Inlet.
• Trash bars across the back of all drain inlets.
• Stabilize all disturbed soils In the front yard areas within 15' of the back of curb or sidewalk. (Straw
or erosion blankets may be used for this application)
Stabilize ap slopes where erosion could occur and cause siif run off. (Straw, visqueen or -erosion
blankets -may be used for this appikeWn)
•
All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks
and storm drain inlets.
• Portable chemical tollets If provided on the site must be kept off of streets and sidewalks and at least
50' from the nearest storm drain inlet..
• All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint
buckets, cleaning material containers etc, come In contact with any rainfall or storm water runoff. .
• Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this
application. Rollaway bins may also be used. All concrete washout systems shall be placed off of
the paved streets.
• After Installation of the above Items is complete a maintenance program needs to be developed to
Insure the continued effectiveness of your BMP'6.
KN3UILDING1201 IVppwved fon=\Ras Green Bldg. forms\Erosion & Sediment Control Measures.doc
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BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING Submit f0�p leted form in prion or h.
CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Baft C-3ty
-"FFn k;specdW wet not be scheduled until canpfeted report s &nftd 7 CountyGeniis Drift
APH; SuIldbrg Pwn* S OrovMc6 CA "VIS
Owner Namec Owner Phone: (_
Jobsite Address: Project Type: D Construction O Demolition
Jobatte Coritaet
camp -r- I Jobstte Phone: ( ).
In
MATERIALT i T ACTUAL FACIUTIESISERVICE PROVIDERS USED l
i
Inert Material (Conor%, ngMhp
j
Lumber
Ptantrrme Debris
Dry Wall
Metal
Cardboard
Other.
Other
Total talc of material disposed of (not reeycied or reused) =Z,t receipts, Sate tags, or
Total tons of material not disposed (either recycled of reused) ation for all materials
ecycled or disposed.
Percent recydedheused %
mation is true and Correct to the best of your knowledge:
please sign indicating that the above Info
6 Trf.
Applicant Data.
(Owner or Contractors .
Circle which
Firral Report retuned with comments: (Initial) Date:
Flrral Report approved: (Building Inspector) __ Date: _
K:\3Mi DLIG\201 l'tAppreved formslRcs Grcen Bldg. formslWastc Division -Recycling forms.doc
GERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 +
Project Name: Gonzales Addition Calculation Daterrime: 11:38, Wed, Sep 24, 2014 Page 1 of 8
Calculation Description: Title 24 Analysis Input File Name: Miller59.xml <
GENERAL INFORMATION
r s.
01
Project Name Gonzales Addition
01 Building Complies wlthyComputer Perfor'rnance
02
Calculation Description Title 24 Analysis
02 This building incorporates features thatre3quire field tessting.ar(d/orrvenficationVby<a certified HERS:rater under the supervision
iX
of a CEC-approved HERS provider.
03
Project Location 225 Mt. Ida Road
04
CA City Oroville
05
Standards Version Compliance 2014
06
Zip code 95966
07
Compliance Manager Version BEMCmpMgr 2013-3 (651)
08
Climate Zone CZ11
09
Software Version EnergyPro 6.3
10
Building Type Single Family
11
Front Orientation (deg/Cardinal) 0
12
Project Scope Addition and/or Alteration
13
Number of Dwelling Units 1
14
Total Cond. Floor Area (FT2) 2150
15
Number of Zones 2
16
Slab Area (FT2) 0
17
Number of Stories 2
18
Addition Cond. Floor Area 642.'
19
Natural Gas Available No
20
Addition Slab Area (FT2) 0
21
Glazing Percentage (%) 11.5%
COMPLIANCE RESULTS
r s.
01 Building Complies wlthyComputer Perfor'rnance
02 This building incorporates features thatre3quire field tessting.ar(d/orrvenficationVby<a certified HERS:rater under the supervision
iX
of a CEC-approved HERS provider.
SUMMA44.
RY4
04
,._ 05
06
07
08
Energy Use (kTDV/ftZ-yr)
_
Standard Design
Proposed Design Compliance Margin
Percent Improvement
Space Heating
61.84
58.91
2.93
4.7%
Space Cooling
67.93
66.80
1.13
1.7%
IAQ Ventilation
0.00
0.00
0.00
0.0%
Water Heating
39.17
39.17
0.00
0.0%
Photovoltaic Offset
--
0.00
0.00
----
TOTAL
168.94
164.88
4.06
2.4%
PERMIT # 131 l p /6
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
C/, -JC-
Registration
ODE COMPLIANCE / (�
DATE / v Z - 15 BYG
Registration Number: 214-A0100619A-000000000-0000 Registration Date/Time: 2014-10-1311:28:51
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-06022014-651 .
M,; 2 3 2015
DEVELOPMENT
SERVICES
n
HERS Provider: CaICERTS inc.
Report Generated at 2014-09-2411:39:49
% -
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
CF1 R -PRF -01
Project Name: Gonzales Addition
4, - 1� Calculation Date/Time: 11:38, Wed, Sep 24, 2014 Page 2 of8",,
Calculation Description: Title 24 Analysis Input File Name: Miller59.xml -
T?
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. ti
NO SPECIAL FEATURES REQUIRED
PROJECT HERS FEATURES
The following are project -level featu;es that must be field -verified as a condition for meeting the -modeled energy performance for this computer analysis. These, plus any additional HERS features listed—
in the building components tables below requre field verification by certified HERS Rater.'
Check the individual building component sections below for any required HERS verification requirements.
BUILDING FEATURE INFORMATION
ti
01
02,
03
04
05
06
07
Zone
Type,
iVAC,Syti '&Na ""a 1 IM
Number of Dwelling
'0. Avg. Calling
'1*
g At
Water Heating System 1
Number of
Number of Water
Project Name
Conditioned Floor Area (sft)
Units
Number of Bedrooms
Number of Zones
Ventilation Cooling Systems
Heating Systems
Gonzales Addition D•
2150
1
6
2
0
1
ZONE INFORMATION
01
YX
�P VX., )"i
4�0
e
-05
07
Zone Name
Zone
Type,
iVAC,Syti '&Na ""a 1 IM
Z-0 i'Floor-Area
11, ; 2
*
'0. Avg. Calling
'1*
g At
Water Heating System 1
Water Heating System 2
Existing
d i o- e`d
C66 it—n
156� _'7 "-6;
" — _' __
8
DHW Sys 1
Addition
AC -11
642
8
DHW Sys 1
v
> C: Cb
Z M,
000�.
< < C
sa4'
6 Registration Number: 214 -AOI I 06619A-000000000-0000 Registration Date/Time: .2014-10-13 11:28:51 HERS Provider: CaICERTS inc.
E ergy Eff•iciency Report Generated at 2014-09-24 11:39:49'
CA Building n ciency Standards - 2013 Residential Compliance Report Version - CFIR-06022014-651
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ,
' Project Name: Gonzales Addition Calculation Date/Time: 11:38, Wed, Sep 24, 2014
Calculation Description: Title 24 Analysis Input File Name: Mi1ler59.xm1 `
CF1R-PRF-01
Page 3 of 8
OPAQUE SURFACES
01
02
03
04
05
06
09
10
01
02
03 04.
05
06.
07 ,
08
09 ' _
10
Name r
'
r. Zone
Construction Azimuth
Orientation
Gross Area (ft2)
Window '
or Door Area (42
)
Tilt(deg)
,
Status
Verified
Existing
Condition
Front/N
Existing
Default Wall 1978 to 1991 0
Front
336
45.5
90
Existing
No
FUNE
Existing
Default Wall 1978 to 1991 ; 45
45
23
..15 '
90 y
Existing
No
FR/NW
Existing
Default Wall 1978 to 1991 •' 315
315
23
15-
• .90
Existing -
No
Left/E
Existing
, Default Wall 1978 to 1991 90
Left
323
13
90
Existing
No '
Back/S
Existing
Default Wall 1978 to 1991 180.
Back
164
'40
90
Existing
No
Right/W
Existing
Default Wall 1978 to 1991 270
Right
323
.. 2
90
Existing
No
Roof
Existing
Default Roof 1978 to Pres
1490
Existing
No.
Raised Floor w/CS
Existing
R-19 Floor Crawlspace -
1508
Existing
• No
Front/N 2
` Addition.
R-13 Wall 0
Front
204
90
New
N/A -
LefUE 2
Addition
_: R-13 Wall 90
Left
238
18
90
New
N/A
Back/S 2
A&8 A27 .ty
.fit
; w
Rw13 Walla: s 180 �Y , r f Back
. _
-434 +
101.3
90
New
N/A
Right/W 2
Addition ¢�pryyf R-13/Wall /meq ` 270
1 -rM
"Right
`Right;.'
238,
16
90
New
N/A
Roof 2
?Addition ,{ ' " { q' R 30, oof Attic;,
New
N/A
Raised Floor
yAddition'* �. ° '', — �,x fir>
. - yR 19 Floor No Crawlspace.
1''' 53 -
New
N/A
Raised Floor w/CS 2
Additidb,,
-r4-.
r R-19 Floor Crawlspace'
285
New
N/A
ATTIC"
01
02
03
04
05
06
09
10
- 11
Verified
•
Roof
Roof
Radiant
'' owa
Existing
Name .
Construction
Roof Rise
Reflectance
Emittance
Barrier
'Cool Roof
Status
Condifion
Attic.
Attic Roof Cons
� 4
0.1
0.85
No
No
Existing
No
'' owa
''• '
s—
®.per
••
- _
r
�� .
M Cn Z
" Registration Number: 214-A01o0619A-00000o000�W O
Registration Date/Time: 2014-10-1311:28:51
HERS Provider.
CaICERTs inc.
CA Building Energy Efficiency Standards 2013 Residen41 Compliance
Report Version - CF1R-06022014-651.
Report Generated at 2014-09-2411:39:49
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Gonzales Addition Calculation Date/Time: 11:38, Wed, Sep 24, 2014
Calculation Description: Title 24 Analysis y . Input File Name: Miller59.xml
CF1 R -PRF -01 ? ;.
Page 4 of 8
y .
WINDOWS
01
02
03 04 05 06 07
08 09
10
11
Name -
Side of Building
Width(ft Height' Multiplie
) (ft) r Area (ft2) U -factor
' SHGC Exterior Shading
Status
Verified
Existing
Condition
DP MTL FX - 35 SF
Front/N -
- --- 1 35.0 0.71__
0.73
Existing
No
DP MTL FX - 1.5 SF
Front/N
- - 1 1.5 0.71
0.73 _
_Existing
No
Door GL - 7.5 SF
Front/N
- -- ` 1 7.5 0.53
-0.65
Existing
No
DP MTL FX - 1.5 SF 2
Front/N
- -- 1 1.5 0.71
0.73
Existing
No
DP MTL OP - 15 SF
FUNE
- 1 15.0 0.79
0.70 -
Existing
No
DP MTL OP - 15 SF 2
FR/NW
- - 1 15.0 0.79
0.70
Existing
No
DP MTL OP - 4 SF
Left/E
- - 1 4.0 0.79
0.70
Existing
No -
DP MTL GRDN - 9 SF
Left/E
- - 1 9.0 1.40
0.70
Existing
No
DP MTL OP - 20 SF
Back/S
- -- 1 20.0 0.79
0.70
Existing
. No
DP MTL OP - 20 SF 2
Back/S- `
- -- 1 20.0 0.79
0.70
Existing
No
DP MTL OP - 2 SF
Right/W . �pr +� 1 y��pn2 0� 0.79
- 4 i 'moi .54 .S �X..rh dG-4 �Lf orj k ..
0.70
Existing
9
N�
French Doors E - 33.3 SF
BacW$ 2r�
-� a1� ?x,33
0.65
New
N/A
DP Vinyl - 20 SF
r Back/S�2 p *
--�, ,2pp =pig 0 65
New
N/A
DP Vinyl - 24 SF
"`Back/S 2� 1" 1 6 24`0"` ;058' Ot65
New
N/A
DP Vinyl - 24 SF 2
Back/S 2
,s'=;:i
,.�
- - 1 24.0 0.58
0.65
New
N/A
DP Vinyl - 16 SF
RighVW.2-
t.
- 1 16.0 0.58
' 0.65
New
N/A
DOORS
01
02
03
04
05•
06
Name
Side of Building
Area (ft2)
U -factor
Status
Verified Existing Condition
Door - 13 SF
- _ Front/N
13.0
0.50
Existing
No
Door - 18 SF
W Front/N
18.0
0.50
Existing
No
Door - 18 SF 2D
Left/E 2
18.0
0.50
New
No
�ZM
ovo
•
'Registration Number: 214-A010o619A 0000000 O Registration Date
g' /Time: 2014-10-13 11:28:51 HERS Provider. CaICERTS inc.
;SCA Building Energy Efficiency Standards 201q3e sidEMal Compliance Report Version - MR -06022014-651 Report Generated at 2014-09-24 11:39:49
CEf2TIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD '
Project Name: Gonzales Addition Calculation.DaterTime: 11:38, Wed, Sep 24, 2014
Calculation Description: Title 24 Analysis Input File Name: Miller59.xml
CF1 R -PRF -01
Page 5 of 8
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
Construction Name
Surface Type
Framing
Total Cavity R -value
Assembly Layers
Roofing: Light Roof (Asphalt Shingle)
2x4 Top Chord of Roof
Above Deck Insulation - no insulation -
Attic Roof Cons
Attic Roofs
Truss @ 24 in. O.C.
- no insulation -
Roof Deck: Wood Siding/sheathing/decking
Cavity: - no insulation -
Inside Finish: - select inside finish -
Inside Finish: Gypsum Board
Sheathing/Insulation: - no sheathingMsul. -
Default Wall 1978 to 1991
Exterior Walls
2x4 @ 16 in. O.C.
R11
Cavity. R 11
Sheathing/Insulation: - no sheathingMsul. -
Exterior Finish: Wood Siding/sheathing/decking
Attic Floor. - no attic floor -
Default Roof 1978 to Pres
Ceilings (below attic)
2x4 @ 16 in. O.C.
R 19
Cavity. R 19
i
Sheathinglnsulatfon - no sheathingMsul. -
• .
Inside Finish: Gypsum Board
'
Floor Surface: Carpeted
R-19 Floor Crawlspace 1
�, z
Floors Over Crawls ace
. P..
n
2x6' 16 in. O C
tf@ _
-?
�,� R 19:
k
Concrete Fill: - no concrete fill -
Floor Deck. Wood Siding/sheathing/decking
Cavity: R 19
Sheathing/Insulation: - no sheathingMsul. -
�`Extenor Finish: finish
psi.
select -
• = -
Inside Finish • Gypsum Board
a
Sheathing/Insulation: - no sheathin insul. -
R-13 Wall
Exterior Walls
2x4 @ 16 in. O.C.
R 13
Cavity: R 13
Sheathing/Insulation: - no sheathingMsul. -
t.
Exterior Finish: Wood Siding/sheathing/decking
Attic Floor: - no attic floor -
R-30 Roof Attic
Ceilings (below attic)
2x4 @ 24 in. O.C.
R30
Cavity: R 30
Sheathing/nsulation - no sheathingMsul. -
Inside Finish: Gypsum Board
Floor Surface: Carpeted
�y C W
Concrete Fill: - no concrete rill -
R-19 Floor No Crawlspace
Vr loors
2x6 @ 16 in. O.C.
R 19
Floor Deck: Wood Siding/sheathing/decking
Cavity: R 19
z
Sheathing/Insulation: - no sheathingMsul. -
Exterior Finish: - select finish -
®v 0
m fA Z
® o
Registration Number: 214-Ao100619A-000000000-000`0
CA Building Energy Efficiency Standards - 2013 Residential Compliance
Registration Date/Time: 2014-10-13 11:28:51 HERS Provider: CaICERTS inc.
Report Version - CF1R-06022014-651 . Report Generated at 2014-09-2411:39:49
CEhTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Gonzales Addition Calculation Date/Time: 11:38, Wed, Sep 24, 2014
Calculation Description: Title 24 Analysis Input File Name: Miller59.xm1
CF1R-PRF-01
Page 6of8
WATER HEATING SYSTEMS
01
02
01
02
03
04
05
06
Name
Distribution Type
Number of Heaters
Solar Fraction (%)
Ststus
Verified Existing
Condition
DHW Sys 1
Standard
1
Annual
Existing
No
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 Storage
50
0.525 EF
28000-Btu/hr
0
0
WATER HEATING - HERS VERIFICATION
01
02
03
04
05
06
07
Name
Pipe Insulation ,a
Parallel Piping
Compact Distribution.
Point -of Use
Recirculation with
Manual Control
Recirculation with
Sensor Control
DHW Sys 1n/a11
09
n/a•.
n/a
n/a
n/a
HVAC SYSTEMS
dY;?:.$rrr�."�rYc'°
01
02
�Td0.tsr�
r�, _ r " ., 04
"""`L05v
O6
07
08
09
.. �- Heating System
Cooling System
Distribution
Fan
Floor Area
Verified Existing
Name
System Type
Name Ducted
Name Ducted
System
System
Served
Status
Condition
AC -11
Other Heating and
Heat ip� eS
Cooling
Yes
Air Distribution
HVAC Fan
2150
Altered
No
Cooling System
Compo
Component 1
System 1
1 .
HVAC - HEATING SYSTEMS
01
Name
Heating Component 1
Registration Number: 214-A0100619A-000000000.0000
CA Building Energy Efficiency Standards - 2013 Residential Compliance
i
02
Type
CntrlFurnace - Fuel -fired central furnace
Registration Date/Time: 2014-10-13 11:28:51
Report Version - CF1R-06022014-651
03
Efficiency
80 AFUE
HERS Provider: CaICERTS inc.
Report Generated at 2014-09-24 11:39:49
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Gonzales Addition
Calculation Description: Title 24 Analysis
Calculation Dateffime: 11:38, Wed, Sep 24, 2014
Input File Name: Miller59.xm1
CF 1 R -PRF -01
Page 7 of 8
HVAC - COOLING SYSTEMS
01
02
03 04
05
06
07
Name
Verified Airflow
Efficiency
Verified EER
Multi -speed
Verified Refrigerant
Charge
Name
System Type
EER SEER
Zonally Controlled
Compressor
HERS Verification
Cooling Component 1
PkgAirCond - Central packaged A/C
11.3
13
No
No
Cooling Component
system (< 65 kBtuh)
_
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
Cooling Component 1 -hers -cool
Required
350
Not Required
Not Required
Not Required
HVAC - DISTRIBUTION SYSTEMS
01
02
03 ?
04
05
06
07
08
09
08
Name
TypeDuct
Leak*
Insulation
RavalueLocation
tt Supply Duct
Return Duct
r" Location
Bypass, Duct
Status
Verify Existing
Condition
HERS
Verification
_
Air Distribution
Ducts located in a crawlaed
Sel
Air Distribution
System 1
space
and tested
s 6
Crawl Space
Crawl Space
one
Altered
No
System
1
-hers -dist
HVAC DISTRIBUTION -HERS VERIFICATION
01
02:.
03
04
05 06
Verified Duct Design
Name
Duct Leakage Verification
Duct Leakage Target (%)
Verified Duct Location
Return Supply
Air Distribution System 1 -hers -dist
Re d
6.0
--
--
HVAC - FAN SYSTEMS & HERS VERIFICATION
01 02 03 04
Name all Type Fan Power (Watts/CFM) HERS Verification
HVAC Fan 1 1.91hgle Speed PSC Furnace Fan 0.58 Required
c
rn55Z
®off
Z
Registration Number: 214-A0100619A-000000000-0000 Registration Date/Time: 2014-10-13 11:28:51 HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-06022014-651 Report Generated at 2014-09-2411:39:49
ki • t CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Gonzales Addition —. r Calculation Date/Time: 11:38, Wed, Sep 24,2014'
Calculation Description: Title 24 Analysis - , , Input File Name: MIIIer59.Xm1 ;
CF1 R -PRF -01 j �A
Page 8 of 8 -
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature: +
JDonna
; �X ?
�CJorrna_�QUaee
Wallace
Company: _
Signature Date: ,. 7
Donna K. Wallace : T
2014-10-04 14:16:21
Address:+
CEA/HERS Certification Identification (If applicable): 71
399 E. 9th Ave.
f
City/State/Zip:
Phone: - ; • �' `
Chico, CA 95926
530-8934982. - • ' ,.', :�
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1. 1 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
.�#^- .-•7 '*�, .:. ..ae: .rr-s•.v--•,•r ,�••-•' �r•; .-
worksheets, calculations, plans ands"spec,fications submitted tothe enforcement agency forapproval wdh this_building permit application:.
Responsible Designer Name: s"; syJfi.
Resp`ons,bleDes,gner Signature _
r
Scott Grimes
Company:
Date'Signed `. .< ..,
--'
GRIMES MECHANICAL P �
2014-10-13 11.28:51
Address: r
License'
6210 MINERS RANCH ROAD ti'.
950254
City/State/Zip: r
Phone:
OROVILLE, CA 95966
(530) 589-1272:
Digitally signed by CaICERTS. This digital signature is pro G' c s ure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the
information. l��O i
ILI
L c
Air
Registration Number: 214 -AO 10061 9A-000000000-0000 .Registration Date/Time:. ' . 2014-10-13 11:28:51 ' HERS Provider: - CaICERTS inc. `
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-06022014-651 ` ' Report Generated at 2014-09-2411:39:49 -
' ,' a
"Ilk
RESIDENTIAL MEASURES SUMMARY
RMS -1
Project Name
Gonzales Addition
Building Type m Single Family ❑ Addition Alone
0 Multi Family m Existing+ Addition/Alteration 11011412014
Date
Project Address
225 Mt. Ida Road Oroville
California Energy Climate Zone
CA Climate Zone 11
Total Cond. Floor Area
2,150
Addition
642
# of Units
2
INSULATION
Construction Type
Area
Cavity (ft)Special Features Status
Wall Wood Framed R 11 1,235
Existing
Door Opaque Door - no insulation 31
Existing
Roof Wood Framed Attic R 19 1,490
Existing
Floor Wood Framed w/Crawl Space R 19 1,508
Existing
Wall Wood Framed R 13 979
New
Door Opaque Door - no insulation 18
New
Roof Wood Framed Attic R30 357
New
Floor Wood Framed w/Crawl Space R 19 285
New
FENESTRATION I Total Area: 248 Glazing Percentage: 11.5%1
Orientation Area ftU-Fac SHGC Overhang Sidefins
New/Altered Average U -Factor: 0.57
Exterior Shades Status
Front (N) 38.0 0.710 0.73 none none
Bug Screen Existing
Front (N) 7.5 0.530 0.65 none none
Bug Screen Existing
Front (NE) 15.0 0.790 0.70 none none
Bug Screen Existing
Right (NW) 15.0 0.790 0.70 none none
Bug Screen Existing
Left (E) 4.0 0.790 0.70 none none
Bug Screen Existing
Left (E) 9.0 1.400 0.70 none none
Bug Screen Existing
Rear (S) 40.0 0.790 0.70 none none
Bug Screen Existing
Right (W) 2.0 0.790 0.70 none none
Bug Screen Existing
Rear (S) 33.3 0.530 0.65 none none
Bug Screen New
Rear (S) 68.0 0.580 0.65 none none
Bug Screen New
Right (W) 16.0 0.580 0.65 none none
Bug Screen New
HVAC SYSTEMS
Qty. Heating Min. Eff
Cooling Min. Eff
Thermostat Status
1 Central Furnace 80% AFUE
Packaged Air Condition 13.0 SEER
Setback Altered
HVAC DISTRIBUTION
Location Heating
Cooling Duct Location
Duct
R -Value Status
AC -1 Ducted
Ducted Crawlspace
6.0 Altered
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
BUTTE 00u,
t •.
BUILDING
S.
Ener Pro 6.3 by Ener Soft User Number: 4997
RunCode: 2014-10-14T15:51:36
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RESIDENTIAL MEASURES SUMMARY
RMS-1
Project Name
Gonzales Addition
Building Type m Single Family ❑ Addition Alone
❑ Multi Family 10 Existing+ Addition/Alteration 11011412014
Date
Project Address
225 Mt. Ida Road Oroville
California Energy Climate Zone
CA Climate Zone 11
Total Cond. Floor Area
2,150
Addition
642
# of Units
2
INSULATION
Construction Type
Area
Cavity (ft) Features Status
Floor Wood Framed w/o Crawl Space R 19 53 New
FENESTRATION I Total Area: 248 Glazing Percentage: 11.5 % New/Altered Average U-Factor: 0.57
Orientation Area ft2 U-Fac SHGC Overhang Sidefins Exterior Shades Status
HVAC SYSTEMS
Qty. Heating Min. Eff
Cooling Min. Eff Thermostat Status
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R-Value Status
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
BUTTE COUNTY
I
BUILDING DIVISION
Ener Pro 6.3 by Ener Soft User Number. • 4997
RunCode: 2014-10-14T15:51:36 /D:a
-10,f 1
nrFnuvCu
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Date
Gonzales Addition
10/14/2014
System Name
Floor Area
AC -1
2,150
ENGINEERING CHECKS
SYSTEM LOAD
Number of Systems
1
COIL
CFM
Total Room Loads 2,019
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation 0
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COOLING
PEAK COIL HTG.
PEAK
Heating System
Sensible
Latent CFM
Sensible
Outputpe; System 64,000
31,066
1,1361 724
28,735
Total Output Btuh 64,000
0
Output Btuh/s ft 29.8
1,189
1,280
Cooling System
0
0
Output per System 48,0001
0
0 0
0
Total Output Btuh 48,000
1,535
1,136
-1,535
Total Output ons 4.0
1,189
1,280
Total Output Btuh/s ft 22.3
Total Output s ft/Ton 537.5
34,978
29,760
Air System
CFM per System
1,600
HVAC EQUIPMENT SELECTION
Airflow cfm
1,600
AC -1 31,798
11,501
64,000
Airflow cfm/s ft
0.74
Total Adjusted System Output 31,798
(Adjusted for Peak Design conditions)
TIME OF SYSTEM PEAK
11,501 64,000
Aug 3 PM Jan 1 AM
Airflow cfm/Ton 400.0
Outside Air % 0.0%
Outside Air cfm/s ft 0.00
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS
Airstream Temperatures at Time of Heating Peak
25 OF
67 OF
105 OF 106 OF
ffE
Outside Air
B
0 cfm
Heating Coil Supply Fan
1,600 cfm
105 o F
ROOM
67 IF
68 OF
f
COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak)
104/72°F
76/63°F 59/57°F 60/58°F
V#
Outside Air _
0 cfm
Cooling Coil Supply Fan
61 / 58 OF
1,600 cfm ---- ---- ..
52.4% ROOM t
76 / 63 °F
75 / 63 OF
BUTTE COUN,
EnergyPro 6.3 by EnergySoft
User Number: 4997 RunCode: 2014-10-14T15:51
Page 11 of 11
APPR N/�.
4011 Sierra College Blvd., Loomis, CA 95650
Phone (916) 652-4655 Fax (916) 652-3860
5033 Feather River Blvd., Olivehurst, CA 95961
-Phone (530) 743-8855 Fax. (530) 743-8856
"Serving The Best Builders".- �. t WWW.GOHOMEWOOD.COM
russ..CalcSubmital
r '
Client:
U3 Gonzales'., BUTTE.
CCOUNTY
PERMIT #,?D `` 1�' SERVICES y MAR 2 3 2015
® BUTTE COUNTY DEVELOPMENT ,
Z rn REVIEWED FOR Pro'ect:DEVELOPMENT
G) 0 CODE COMPLIANCE r --1-- - _ SERVICES
00 qc�, DATE ��-�'
< c � 'Vint Ida Rd.
M 7) . O rovi l l e, Ca
Truss Designer:
Bryan Wagner
bryanw@homewoodtruss.com
} Phone: (530) 743-8855 -
W-t1ko.1,9 -
WET SEAL .
Date:
September 12, 2014
Tracking / Work Order #:
0170914
f
O
Job Name: 14'x 26'
Truss ID: B01
Qty: 12
BRC X -LOC REACT SIZE REQ'D
1 0- 1-12 756 3.50" 1.50"
TC 2x4 DFL #1 & Btr.
Designed per ANSI/TPI 1-2007
UPLIFT REACTION(S) :
2 13-10- 4 756 3.50" 1.50"
BC 2x4 DFL #1 & Btr.
WEB 2x4 DFL STANDARD
Fabrication Tolerance - 20.0%
Support C&C Wind Non -Wind
MAX DEFLECTION (span) :
Kcr (creep factor) - 2.00
Bearings designed for an FcPerp value of the
lesser of the truss chord lumber
1 -116.1b
2
L/999 MEM 1-2 (LIVE) LC 1
L- -0.09"- D= -0.16" T= -0.25"
Refer to loint QC Detail Sheets for
value or
625 for all bearings.
. -116 lb
This truss is designed using the
T.
���/"'
Cq factors and Rotational Tolerances.
,IRC/IBC truss plate values are based on
ASCE7-10 Wind Specification
® 3oint Locations ®
1 D- 0- 0 a o- 0- 0
.Loaded for 10 PSF non -concurrent BCLL.
PLATING BASED ON GREEN LUMBER VALUES.
- testingg and approval as required by IBC 1703
ANSI/TPI 'ESR
Bldg Enclosed =Yes,
i 7- o- 0 s 7- o- o
3 14- o- 0 6 1a- o- 0
Not designed for attic storage unless
� g.
and and are reported in -1118.
Truss Location - Not End Zone
Exp Category = C
CRITICAL MEN ER FORCES:
noted o[ erwise.
Bldg Length - 26.00 ft Bldg Width - 14.00 ft
TC COMP. OUR )/ TENS. ((DUR.)) CSI
Mean roof height = 10.'i3 ft, mph = 110
1-1 -3099(1.253/ SS(1.603 OAS
2-3 -1099(1.25 / Bs 1.60 0.15
e Z 4 5 6
Occupancy Category II,'Dead Load = 13.2 psf
�'�'{
r
Designed as Main Wind Force Resisting System
Bc 11.(OUR. / TENS.((WR.) CSI
Cjvll. P
�OF CAta�
- Low-rise and Components and Cladding -
4-s -30(1.603/ 986(1.25) 0.37
All connector plates are ITWBCG Wave 20 ga., unless ppreceded by "H" for High Strength 20 ga., "S" for Super
Stren pith. Plates are to be ositioned er Joint Detail Re a�a.
Tributary Area = 28 sgft
S-6 -30(1.60)/ 986 1.2S 0.37
Read all notes on this sheet and give a copy of it to the Erecting Contractor.
o Rt: Gonzales inzal esThi170914_L00007_)00001
'
WS CMP.(DUR.)/ TEN9(1.RCSIS2D532-s
y
.
2 0.12
'
Dsgnr: SF #LC = 40 WT: 64#
TRUSWAL
• - r
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2-7-13
3X6
3X6
3-3.11
1 ==
rHIP
0 3 13 1.5X4
0 313�
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81
B2��y
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W:308
W:308
R:756
R:756
U:-116
LIA 16
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No. C 72184
e Z 4 5 6
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All connector plates are ITWBCG Wave 20 ga., unless ppreceded by "H" for High Strength 20 ga., "S" for Super
Stren pith. Plates are to be ositioned er Joint Detail Re a�a.
- 9/12/2014
268 - Homewood fs
Read all notes on this sheet and give a copy of it to the Erecting Contractor.
o Rt: Gonzales inzal esThi170914_L00007_)00001
(G4 J
design is for an a has been based an provided d conmonem manufacturer
componentnotTPI
WO • Dri ve_"L0170914_L000
®
in
and dancevAM Th current anss d
FPA
and done n aocerdarce with the cueem vemioa of TPI end AFPA tlesgn atandmtls. No resporrelDiity b assumed for dimeabnal aocuracy. Dimensions
responsibility for Dim
aretoberodiedbythecomponemmaodaturermdlorbutdinadesi0nerpdortofebricetion.
'
Dsgnr: SF #LC = 40 WT: 64#
TRUSWAL
ThebuildinedeslOnermrataxe�nth"",lead,
utilized on",
TC Live 20.00 psf
LiveDur L=1.25 P=1.25
is laterally braced by the roof or floor slumming end the bottom chord b laterally braced by a rigid sheathing material directly arched, unless otherwise
TC Snow(Pf) 0.00 psf
SnowDu r L=1.15 P=1.15
® SYSTEMS
rated. Bracing shoes 4 for totem) wppon of componerrh member onty tomdoce bmidi g length. This component Shall not be placed in my
onviroment that va cause the moisture content of the v,00d to exceed 19% and/orcause connectorplate corrosion. Fabricate,handle,latell
TC Dead 14.00 psf
Rep Mbr Bind / Comp / Tens
17WBu11dIn9ComponantsGroup,Inc.
and brace this buss in accordance with the following standards:'JoBn and Cullmg Detail Reports' available se output from Tnnwal sottwme,
'ANSIfrPII',WTCA1'-WoodTnmsCouncilofAmericaStandardDesignResperreibi5tle6,'8t1ILotNGCOMPONENTSAFETYINFORMATION'-
BC Live 0.00 psf
1.15 / 1.10 / 1.10
BC Dead 8.00 psf
O.C.Spacing 2- 0- 0
2820 N. Graaf SW Pkwy. Grand Praha, TX 78080
(SCSI 1.03) eld'8CSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Iatmae (TPI) b located at 583 O'Oafdo Ddve, Madison,
TRU SPLUS 6.0 VER: T6.5. 20
Wisconsin 53710. The American Forest and Paper Association (AFPA) is located at 11 If 19thSaeeLNW, Ste 800.Washington,OC20036.
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/240
• - r
• J
Job Name: 14'x 26' Truss ID: B01 F Qty: 2
BRG X -LOC REACT SIZE REQ 'D TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S)
1 0- 1-12 561 3.50" 1.50" BC 2x4 DFL #1 & Btr. Fabrication Tolerance - 20.0% Support C&C Wind Non -Wind
2 4- 0- 0 537 3.50" 1.50" DG SLIDER 2x4 DFL #1 & Btr. Bearings designed for an Fc Perp value of the 1 -41 lb
3 5- 4- 0 106 3.50" 1.50" WEB 2x4 DFL STANDARD lesser of the truss chord lumber value or 2 -39 lb
4 6- 4- 0 67 3.50" 1.50 Kcr (creep factor) - 2.00 625 for all bearings. 3 -7 lb
5 7- 8- 0 67 3.50" 1.50" ' IRC/IBC truss plate values are based on Refer to Joint QC Detail Sheets for 4 -4 lb
6 8- 8- 0 106 3.50" 1.50" testing and approval as required by IBC 1703 Cq factors and Rotational Tolerances. 5 --4 lb
7 10- 0- 0 537 3.50" 1.50" and ANSI/TPI and are reported in ESR -1118. Loaded for 10 PSF non -concurrent BCLL. 6 -7 lb
8 13-10- 4 561 3.50" 1.50" Install interior support(s) before erection. Mark all interior bearing locations. 7 -39 lb
MAX DEFLECTION (span) : Building designer shall verify gable loads Permanent bracing is required to 8 -41 lb
L/999 MEM 1-2 (LIVE) LC 1 and eave loads, if applicable. prevent rotation/toppling. See HORIZONTAL REACTION(S)
L- -0.01" D- -0.02" T- -0.03" [+] gable bracing required G 42" intervals, SCSI and ANSI/TPI 1. support 1 616 lb -
® Joint Locations ® if exposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. support 2 -295 lb
1 0- 0- o to o- o- o See ITlVBCG's Gable Bracing Details. This truss is designed using the support 7 295 lb
2 a- o- 0 11 a- o- o ASCE7-10 Wind Specification support 8 616 lb
3 s- 4- 0 1z s- 4- 0 Not designed for attic storage unless gid Enclosed - Yes, - LOAD CASE #1 DESIGN LOADS
a 6- a- 0 11 6- 4- o noted otherwise. 9 ------- ----------------
s. 7- o- 0 1a 7- e- o Truss Location - Not End Zone Dir L.Plf L.Loc R.Plf R.Loc LL/TL
6' 7- e- a 15 s- 8- 0 Exp Category - C TC Vert 84.00 - 2- 0- 0 84.00 0- 0- 0 0.48
7 s- 6- a 16 10- 0- o Bldg Length - 26.00 ft B1dgWidth - 14.00 ft TC Vert 136.00 0- 0- 0 147.00 7- 0- 0 0.59
s 10- o- 0 17 14- o- o Mean roof height - l0.yi3 ft, mph 110 TC Vert 147.00 7- 0- 0 136.00 14- 0- 0 0.59
CRrr1CALOMEMBER FORCES: Occupancy Category II, Dead Load - 13.2 psf TC Vert 84.00 14- 0- 0 84.00 16- 0- 0 0.48
Tc COMP. WR. / TENs.(0ua.) CsI Designed as Main Wind Force Resisting System BC Vert 16.00 0- 0- 0 16.00 14- 0- 0 0.00
1-2 -312 1.zs / 0.16 - Low-rise and Components and Cladding
z-3 -375 1.zs/ o.1a Tributary Area - 53 sqft Truss designed to support top chord outlookers 2-0-0
3-4 -368 1.25 / 0.03
4-S -31s l.z1 / 0.02 long ands adding load not to exceed PSF of 6
s-6 -131 1.zs / a.oz and 24" span opposite face. Top chord may be notched
6.7 -368 1.2S / 0.03 P
7-8 -17s 1.2s / 0.14 1.5" deep X 3.5' AT 48" o/c along top edge. DO NOT
8-9 -3S2 1.25/ 0.16 OVERCLIT. No knots or other lumber defects allowed
ac COMP.(WR.)/ TEMs.(OUR.) CSI within 12" of notches. Do not notch in overhang or
10-11 -296(1.25)/ o.0 heel panel.
U / 0.08
12-13 / 0.01 -
13-14 / 0.01
14-15 / 0.01
16 16 0 08
17 -296(1.2$)% 0.12 -
WB COMP. WR. / TEMS.(011R.) CSI 1 7-0-0 I 7-0-0 I
2-11 -397 1.21 / 0.04 1 2 3 4 5 6 7 8 9
3-12 -142 1.21 / 1(1.60) 0.02
4-13 -21 1.21 / 3(((1.25))) 0.00
6-14 -21 1.25 / 3 1.25 0.00 4.00 -4.0
771S -147 1.25 / 1 1.60 0.02
8-16 -397 1.2f / 0.of
4-13 -21 1.25 / 1 1.21; 00:1 2.5X4 1.5X4
6-14 -21 1.2s / 3 1.2s 0.00
1.5X4
1.5X C4
03 1.5X 4
2 -13
3 3-311
� II1 SHIP
_ _
0-3-13 0 313
5X4
1.5X4 .
2.sxa 1.sxa 1.5X4 2���U•T. TqN�
�ri C) -cam
0.00 0 1a -0-U f I No. C 72160
G10 11 12 13 14 15 16 17
OA civil_P
TYPICAL PLATE: 2X4 OVER CONTINUOUS SUPPORT
Z °FI AUV
rTWBCG Wave 20 ga., unleaapreceded by"H" for High Strength 20 ga., "S" for Super
9/1
14
268 - Homewood j js WARNING Read aii notes on this sheet and give a co of it to the Erecting Contractor.
`
®
9 PY 9
turer
end done h accordance wih the cumentverelom of TPI and AFPA design et-reerds. No respomllfy b wsumed /or dimensional eccvacy: Dimensions
anddneinacordancevlinthe0dbngc-lnentnotbandAFP desigsbeenad..Nnspedicftim.videdf.rdiby the c..I.nam umy.cDim
ere to be verified by he component maafach-enol., building designer prior m fabrication, The building designer moat ascertain Tat Bre toads
on INS design meet or exceed he loading imposed by the 1111 building code and Te particular epplke8on. The design assumes that the top chord
Lust: Lonza les
DIR: DriveJL0170914_L00007_]00001
WO: Drive_M_0170914_L000
Dsgnr • SF #LC = 40 WT • 99#
TC Live 20.00 psf
Live Dur L=1.25 P=1.25
TWALutilized
RUS
SYSTEMS
®
/f[I97Building Components Group, Inc.
Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by. rigid sheathing material directly etaohed, unlesootherwise
rated. Bracing shown is far hft.-supponol c P.mmts members only to reduce bucking length. This component shall not be placed In erry
environment Ta wit cause Me moisture content of the mod ta exceed 19%end/or cause connector plate corrosion. Fabdcate,handle. install
aid brace this buns in accordance wih the follovang standard.: 'Joint and Cutting Detail Reports' available as output from Trusml soft-..
'ANSIfrPI1',WTCAV.WoodTrussCouncilofAmericaStandOrdDesignRespornibilti.s,'BUILotNGCOMPONENTSAFETYINFORMATION-
TC Snow(Pf) 0.00 psf
TC Dead 14.00 psf
BC Live 0.00 psf
BC Dead 8.00 psf
SnowDur L=1.15 P=1.15
Rep Mbr Bnd / Comp / Tens
1.00 / 1.00 / 1.00
O.C.Spacing 2- 0- 0
2820 N. Groat SW PRwy. Grand Prate, TX 75050
TRUSPLUS 6.0 VER: T6.S.20
(BCSI 1.03) ard'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) 1. located at 583 O'Onafdo ChWe, Madison,
Wiscomin53719. Th. American Forest and Paper Association (AFPA) is located at11111BTSireet,NW.Sm600,W®Nngwn,DC20038.
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/24
0
"Serving The Best Builders"
4011 Sierra College Blvd., Loomis, CA 95650
Phone (916) 652-4655 Fax (916) 652-3860
5033 Feather River Blvd., Olivehurst, CA 95961
Phone (530) 743-8855 Fax (530) 743-8856
WWW.GOHOMEWOOD.COM
Truss Calc Submittal
Client:
W Gonzales BUTTE
C COUNTY
r" c: PERMIT # 2 - '� g MAR 2 3 2015
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FORDEVELOPMENT
,n M CODE COMPLIANCE Protect: SERVICES
G
0 ®0 DATF-10 , n I R � T
<< tda d. GI,g
®55
Oroville, Ca
WILT SEAL
Truss Designer:
Bryan Wagner
bUanw@homewoodtruss.com
Phone: (530) 743-8855
Date:.
September 12, 2014
Tracking/ Work Order #:
0170914
us
®.® c
��-
0
26-0
26-0
0
m
Job Name: 14'x 26'
-
Truss ID: B01
Qty: 12
BRG %-LOC REACT SIZE REQ'D
TC 2x4 DFL #1 & Btr.
Designed per ANSI/TPI 1-2007
UPLIFT REACTIONS)
1 0- 1-12 756 3.50" 1.50
BC 2x4 DFL #1 & Btr.
Fabrication Tolerance - 20.0%
Support C&C Wind Non -Wind
2 13-10- 4 756 3.50" 1.50"
WEB 2x4 DFL STANDARD
Bearings designed for an FcPerp value of the
1 -116 lb
MAX DEFLECTION (span) :
L/999 MEM 1-2 (LIVE) LC 1
Kcr (creep factor) - 2.00
Refer to Joint QC Detail Sheets for
lesser of the truss chord lumber value or
625 for all bearings.
2 . -116 lb
This truss is designed using the
L- -0.09" Dw -0.16" T- -0.25"
Cq factors and Rotational Tolerances.
IRC/IBC truss plate values are based on
ASCE7-10 Wind Specification
® Joint Locations ®
Loaded for 10 PSF non -concurrent BCLL.
testing and approval as required by IBC 1703
'ESR
Bldg Enclosed - Yes,
Zone
1 0- 0- 0 4 s- o- 0
z 7- o- 0 s 7- o- 0
PLATING BASED ON GREEN LUMBER VALUES.
Not designed for attic storage unless
and AN and are reported in -1118.
Truss Location Not End
Exp Category = C
3 14- o- o s 14- o- o
CRITICAL MEMBER FORCES:
noted otherwise.
Bld Length - 26.00 ft, Bldg Width - 14.00 ft
9 9 9
rc COMP.<WR. / TENS.(WR. CSI
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/240
Mean roof height 10.33 ft, mph 110
1-2 -1099(1.253/ es(1.6o) 0.35
Occupancy Category II, Dead Load - 13.2 psf
2-3 -1099(1.25)/ 85(1.60) 0.35
Designed as Main Wind Force Resisting System
BC COMP. WR. / TENS.((WR.) CSI
- LOW -rise and Components and Cladding
4-s -30(1.60/ 986(1.25) 0.37
Tributary Area - 28 sqft
5-6 -30(1.60)/ 986(1.25) 0.37
WB COMP.(WR.)/ TENS. WR. CSI
2-5 / 292 1.25 0.12
t 7-0-0 t 7-0-0 I
1 2 3
4.00
6X6
4.0
B1 E12
W:308 W:308
R:756 R:756
U:-116 U: 116
2-0-0 2-0-0
� 14-0-0 �
4 5 6
rTWBCG Wave 20 ge., unlesspreceded by "H" for High Strength 20 ga., "S" for Super
T
-
Cast: Gonzrive es
�Tr
This design's for an individual building component not buss system. It has been based an specifications provided by the component manufacturer
_
ISHIP
and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions
0-3-13
ESS/p�
T. TgH4
ore to be verified by he component manufacturer and/or building designer prior to fabrication. The building designer must ascertain Nat the loads
TC Live 20.00 psf
Li ve Du r L=1.25 P=1.25
-".;No. C 72160
Wiled on this design meet or ..... 1 he leading imposed by Ne 1-11 building code and he particular aceti es he top chord
ppllon. The design assumha
T R U S WA L
is Morally braced by the roof or floor sheathing and he bottom chord's laterally braced by a rigid sheathing materiel directly attached, unless otherwise
CIVIL -
QF CALUAV
268 -Homewood u�S
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Cast: Gonzrive es
�Tr
This design's for an individual building component not buss system. It has been based an specifications provided by the component manufacturer
DIR: DriveM01709114_L00007_]00001
W0: Dri ve1+L0170914_L000
®
and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions
DS n r • SF #LC = 40 WT' 64#
9
ore to be verified by he component manufacturer and/or building designer prior to fabrication. The building designer must ascertain Nat the loads
TC Live 20.00 psf
Li ve Du r L=1.25 P=1.25
Wiled on this design meet or ..... 1 he leading imposed by Ne 1-11 building code and he particular aceti es he top chord
ppllon. The design assumha
T R U S WA L
is Morally braced by the roof or floor sheathing and he bottom chord's laterally braced by a rigid sheathing materiel directly attached, unless otherwise
TC Snow(Pf) 0.00 psf
SnoWDur L=1.15 P=1.15
noted, Bracing shown is for lateral support of components members only to reduce bucking length. This component shall not be placed in my
TC Dead 14.00 psf
Rep Mbr Bnd / Comp / Tens
® SYSTEMS
environmenthMwiACause memMslure..-ht.1me wood toe..eedI..onmorcau......ctsrplascon.si.n. Fabricate. handle. Instal
following
BC Live 0.00 psf
1.15 / 1.10 / 1.10
IIWBuilding Components Group, Inc.
and brace this truss in accordance with the standards:'Joim and Culling Detail Reports' available as oNput from Truswel software,
'ANSIrTPI I', WTCA V. Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION-
BC Dead 8.00 psf
O.C.Spacing 2- 0- 0
2820 N. Groat SWPAwy. Grand Pr.1hi. - 73050
(SCSI 1-03) atd'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss PIMe Institute (TPI) is located at 583 D'Onofrio Drive, Madison,
TRUSPLUS 6.0 VER: T6.5.20
Wscomin53719.TheAmericanForestandPaperAssociation(AFPA)islocatedM111119hSbee NW,Sa80g,Washngon,OC20o38.
Bldg Code: CRC -2013
DEFL RATIO: L/240 TC: L/240
Job Name: 14'x 26'
1.5X4
1.5X4 C4
�1.5X C4
2- -13
1 = 3
0-3-13
2.5x4 1.5x4 1.5x4 2.5x4
Truss ID: B01 F
Qty:
2
BRG X -LOC REACT SIZE REQ 'D
TC 2x4 DFL #1 & Btr.
Designed per ANSI/TPI 1-2007
UPLIFT REACTIONS) :
0
1 0- 1-12 561 3.50 1.50
BC 2x4 DFL #1 & Btr.
Fabr3cati on Tolerance - 20.0%
Support C&C Wind Non -Wind
4. Z
rn U)
2 4- 0- 0 537 3.50" 1.50"
DG SLIDER 2x4 DFL #1 & Btr.
Bearings designed for an Fc Perp value of the
1 -41 lb
3 5- 4- 0 106 3.50" 1.50"
Z
WEB 2x4 DFL STANDARD
lesser of the truss chord lumber value or
2 -39 lb
4 6- 4- 0 67 3.50" 1.50"
Kcr (creep factor) - 2.00
625 for all bearings.
3 -7 lb
Cyst : Gonzales
DIR: Drive -M -0170914-L00007-]00001
WO. Drive -M -0170914-L000
Ds n r • SF 11LC = 40 WT • 99#
9
5 7- 8- 0 67 3.50" 1.50
u111111 on this design meet or exceed the loading imposed by the local building code and the particularapplication. The design assumes Owtthe mp chord
IRC/IBC truss plate values are based on
Refer to Joint QC Detail Sheets for
4 -4 lb
T R U S WAL
® SYSTEMS
RM Building COrnponents Group, Inc.
6 8- 8- 0 106 3.50 1.50"
7 10- 0- 0 537 3.50 1.50
TC Snow(Pf)
TC Dead
BC Live
BC Dead
testing and approval as required by IBC 1703
Cq factors and Rotational Tolerances.
5 -4 lb
(SCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located a 583 D'Onotdo Drive, Madison,
1 Wisconsin 53719. The American Forest and Paper Ass=iation (AFPA) is located at I I I I I 91h Sea at NW, Sets 800, Washington, DC 20036.
8 13-10- 4 561 3.50" 1.50"
CRC -2013
and ANSI/TPI and are reported in ESR -1118.
Install interior support(s) before erection.
Loaded for 10 PSF non -concurrent BCLL.
Mark all interior bearing locations.
6 -7 lb
7 -39 lb
MAX DEFLECTION (span) :
Building designer shall verify gable loads
Permanent bracing is required to
8- -41 lb
L/999 MEM 1-2 (LIVE) LC 1
and eave loads, if applicable.
prevent rotation/toppling. See
HORIZONTAL REACTION(5)
L= -0.01" D= -0.02" T- -0.03"
[+] gable bracing required @ 42" intervals,
BCSI and ANSI/TPI 1.
_
support 1 616 lb
® Joint Locations ®
if exposed to wind load applied to face.
PLATING BASED ON GREEN LUMBER VALUES.
support 2 -295 lb
1 0 - 0- 0 to o- 0- 0
z 4- 0- 0 LI 4- o- 0
See ITWBCG's Gable Bracing Details.
This truss is designed using the
9
support 7 295 lb
3 5- 4- 0 12 s- 4- 0
Not designed for attic storage unless
ASCE7-10 Wind Specification
8 -616 lb
4 6- 4- 0 13 6- 4- 0
noted otherwise.
Bldg Enclosed Yes,
--support
- --LOAD CASE #1 DESIGN LOADS
----------------
5 7- o- 0 14 7- a- 0
Truss Location Not End Zone
Dir L.Plf L.Loc R.Plf
R.Loc LL/TL
6 7- 8- 0 1s s- s- 0
Exp Category = C
TC Vert 84.00 - 2- 0- 0 84.00
0- 0- 0 0.48
7 s- 8- 0 16 10- 0- 0
8 10- o- 0 17 le- o- 0
Bldg Length = 26.00 ft, Bldg Width =- 14.00 ft
9 9
TC Vert 136.00 0- 0- 0 147.00
7- 0- 0 0.59
9 14- 0- 0
Mean roofheight - 10.33 ft, mph = 110
TC Vert 147.00 7- 0- 0 136.00
14- 0- 0 0.59
CRITICAL MEMBER FORCES:
Tc COMP.(WR. / TENS.(OUR.) CSI
Occupancy Category II, Dead Load 13.2 psf
TC Vert 84.00 14- 0- 0 , 84.00
16- 0- 0 0.48
-'
1-2 -352(1.253/ 0.16
Designed as Main Wind Force Resistin System
g
BC Vert 16.00 0- 0- 0 .16.00
14- 0- 0 0.00
z-3 -3n 1.zs / 0.14
-Low-rise and Components and Cladding
-
368 1.zs / 0.03.
3-4 _33,T
4-5 335 1.z5 / 0.02
-
- Tributary Area 53 sqft
Truss designed to support top chord outlookers 2-0-0 _
5-6 -335((1.25)/ 0.02
-
long and.cladding load not to exceed
and 24" span opposite face. Top chord
PSF of 6
may be botched
6-7 -368(1.25)/ 0.03
7-8 -371((1.1=>/ 0. to
.__
1.5" deep X 3.5' AT 48" o/c along top
edge. DO NOT
8-9 -352(1.25)/ 0.16-
OVERCUT. No knots or other lumber defects allowed
SC COMP.<pfit. / TENS.(DUR.) C51
within 12" of notches. Do not notch in
overhang or .
10-11 -296C1.25�/ 0.12
heel panel.
11-12 / 0.oa
12-13 / 0.01
13-14 / 0.01
14-15 / 0.01
16-17 -296(1.25)% 0.12
-
WB COMP. WR. / TENS. (OUR.) CSI
1 7-0-0
1 7-0-0 I
2 -ll -397((1.25 / 0.04
1- 2
3 4 5 6 7 8 9
3-11 -142(1.25 / 1(1.60) 0.02
4-13 -21((((1.25 / 3(((1.253) 0.00
6-14 -21 1.25 / 3 1.25 0.00
4.00
-4.0
,
7-15 -142 1.25 / 1 1.60 0.02
8-16 -397 1.25 / 0.04
-
4-13 3(1.25) 0.00
2.5X4 1.5x4
"
_21(1.25)/
6-14 21 1.25 / 3(1.25) 0.00
03
C
1.5X4
1.5X4 C4
�1.5X C4
2- -13
1 = 3
0-3-13
2.5x4 1.5x4 1.5x4 2.5x4
3-3.11
=
0-3-13
SHIP
l
»
�pFESS/
y
C)
0.100
1.5X4
-0
TgN"�lA
i
0
I I 14-6-0 I
11
No. C 72180
4. Z
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10 12 13.1415 16 17 1
0NN-
TYPICAL PLATE: OVER CONTINUOUS SUPPORT
C P
•Q�
Z
of CA1�F
All connector plates are rTWBCG Wave 21 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
Strength. Plates are to be positioned per Joint Detail aports.
9/12/2014
268 - Homewood Try s
®
R Read all notes on this sheet and give a copy of it to the Erecting Contractor.
ed by the erasion l a manufacturer Dir
This design s fora, ce with t building component not buss system. It hasdesign
been based on rspear specifications p assumed
end done th accordance with the curtentversions of TPI and AFPA design stendaas. Na reaponsibitiy's �sumed for dimensional acursry. Dimensions
ere m be verified by the component manufat Ter and/or building designer prior to fabrication. The building designer must escertan that the loads
Cyst : Gonzales
DIR: Drive -M -0170914-L00007-]00001
WO. Drive -M -0170914-L000
Ds n r • SF 11LC = 40 WT • 99#
9
u111111 on this design meet or exceed the loading imposed by the local building code and the particularapplication. The design assumes Owtthe mp chord
TC Live
20.00 psf
Li veDu r L=1.25 P=1.25
T R U S WAL
® SYSTEMS
RM Building COrnponents Group, Inc.
is laterally braced by the met orfloor sheathing end the bottom chorda mtermy braced by a dgid sheaving material direcay'atmu,ed, rmlessOmer Ase
noted. Bracing shown is for lateral support of components members any to reduce balding length. This component shall not be placed in arty
mAnonmentthatwi.ca,sethemoist,recomemolthewoodme-eedI.wand/orcauseconnecmr platecmmsion. Fabricme,handle. matall
and brae this hose in ac ordence with the following stendards:'Joim and Cutting Dell Rapers' available as output from Truswel software,
'ANSIRPI I', WTCA 1' -Wood Tn Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION-
TC Snow(Pf)
TC Dead
BC Live
BC Dead
0.00 psf
14.00 psf
0.00 psf
8.00 psf
SnowDu r L=1.15 P=1.15
Rep Mbr Brill / Comp / Tens
1.00 / 1.00 / 1.00
O.C.5pacing 2- 0- 0
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
T R U S P L U S 6.0 VER: T6. 5.20
(SCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located a 583 D'Onotdo Drive, Madison,
1 Wisconsin 53719. The American Forest and Paper Ass=iation (AFPA) is located at I I I I I 91h Sea at NW, Sets 800, Washington, DC 20036.
Bldg Code:
CRC -2013
DEFL RATIO: L/240 TC: L/240
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