HomeMy WebLinkAboutB17-1309 005-393-009Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
PLEASE PRINT CLEARLY
PROPERTY OWNER INFORM IATION
First Name Judy
Last Name Pfandler I
Mailing Address
1381 Davis St
City
Chico
State CA
Zip 95928
Phone 530-$0-0535
Fax NIA
Email.pfandler@comeast.net
Cell
l805-704-5693
CONTRACTOR
Name N/A
Mailing Address
City
State
Zip
Phone
Fax
Email
Cell
License No.
Class
ARCHITECTMNGI NEER
Name Greg Peitz
Mailing Address 383 Rio Lindo Ave
City Chico 1
State CA
'P95926
Phone (530)894-5719
Fax N/A
Email gregpe'Itz@sbcglobal.net
cell N/A
CA State License No. C21283
APPLICANT
Last Name Wood
First Name Justin
MaTng Address 1381 Davis St
City Chico
State CA
I'P95928
Phone 805-704-5693
Fax N/A
Email justinkabir@gmail.com
cell805-704-5693
APPLICANT SIGNATU E AND DATE
- Z �_—�' Date: 6/26/2017
Justin Wood
PERMIT NO:
BIN NO: e)
PROJECT LOCATION
"005-393-009
Property Address 1211 Martin St
City Location must not be in the city limits of Chico, Gridley, Oroville or Paradise,
Chico
WORKER'S COMPENSATION
Policy Number N/A
Carder
[11 hiring other than a licensed contractor, a certificate of worker's
ompensation must be shown at the time of permit issuance
FORM NO
DBP -1
LENDING AGENCY
Name N/A
Mailing Address
City
State
Zip
DESCRIPTION OR SCOPE OF WORK
D
Mobile Home permits (other than installation, foundation, utilities & non-attached
"O
structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click
Z
below to see Manufactured Home Alterations and Permit Guidelines at
0
Is this a Mianufactured/Mobile Home (circle one) Yes I No
Residential Single Family Dwelling
a
Replacement Home
5
Wood Framed -p, ,efp atletirF.cr&nda fes,.
JOB VALUATION: (Enter value of labor, Including $ 80 oo0.00
3
non -contracted, plus materials charge)
S uare Peet Detail
9.
Living Area:
Garage:
512
0
31
Open Area:
Covered Area:1 92
TOTAL SQ: 704
{�
Structure Built without permits
V
C Proposed Change of OccupancyAJse - Note pnevious/cument use below:
0
OFFICE USE ONLY
9
FOR
Zoning- v '�
Flood Zone.
SRA: YES 13
NO
NPDES YES NO
Code Enf. YES
NO 1.3;
Legal Lot: YES NO
Occupancy
Type Construction
Permit Tech:
Date:
-7
*When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
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Page 10 1
DEVELOPMENT SERVICES
Department of Development Services
Tim Snellings, Director
Pete Calarco, Assistant Director
7 County Center Drive T: 530.538.7601 Buttecounty.net/dds
Oroville, California 95965 F: 530.538.7785
PLAN CHECK SQUARE FOOTAGE VERIFICATION
Permit Number: B17-1309
Owner's Name: JUDY PFANDLER
Assessor's Parcel Number: 005-393-009
Date of Application: 6/28/2017
Square Footage Verification
l010 Change:
NOTES:
Verified By:
(Plan Check Signature)
Confirmed TRAKiT
Updated by: Date:
Date: /�>
At Application:
CTo:
wing Area
512
Garage Xrea
p
Uo-verect Area
192
oc:b AupeR Area
Jim -
0
IR M
l010 Change:
NOTES:
Verified By:
(Plan Check Signature)
Confirmed TRAKiT
Updated by: Date:
Date: /�>
It:
1�
f - Department of Development Services
Tim Snellings, Director
Pete Calarco, Assistant Director
Sdn�► . 7 Count Center Drive T: 530.538.7601 buttecount .net dds
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DEVELOPMENT SERVICES Oroville, California 95965 F: 530.538.7785
July 25, 2017
JUDY PFANDLER
1381 DAVID STREET
CHICO, CA 95928
Assessor Parcel Number: 005-393-009
Building Permit Number: B17-1309 Plan Check ##1.
Description: New Single Family Residence
Occupancy Classification:
Construction Type:
Stories:
Fire Sprinklers:
Building Total Area:
Covered Area:
Flood Zone:
R-3 / U
V -B
1
PLAN CHECK RESPONSE
7-31-17
Yes
R-3@512sf/U@0sf
192 sf
AO -1' per 06007C0502E F.I.R.M. dated January 6, 20] 1
BUTTE
OUMIr
AUG Q 3. 2011;
DEVEWPMENT
SERVICES
Thankou for submitting permits for your building project. Tile permit documents have been reviewed and comments are
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listed below. Please g
respond in writing to each comment. Complete and clear responses will expedite the re-clieck and
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approval of this project. Please provide two revised plan sets with your response.
GENERAL COMMENTS:
)1�Indicate on the plans that a separate permit is required for the automatic residential fire sprinkler systemand it shall be
installed in accordance with C.R.C. Section R313.3 or NFPA 13D. C.R.C. Section R313. 1.1
Already on plans. See general notes, misc. #2
ARCHITECTURAL COMMENTS:
Provide the report for two coat stucco. C.R.C. Section 8703.7.2.
PLUMBING COMMENTS
Citing report on exterior elevations
was approved by Nancy Springer.
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a
Provide as line diagram. Include length, size, and all appliances the line will be serving.
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See sheet 1.
ENERGY COMMENTS
�Provide notes to specify that systems using gas or propane water heaters for individual dwelling units shall include
•� the following requirements of Section 110.0(b)1 Section l 10.0(b)1.150A(n)1:
See sheet 1.
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A. A
120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no
obstructions; and
B. A Category III or IV vent or a Type B vent with straight pipe between the outside termination and the space
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where the water heater is installed; and
C. 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
1.
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D. Gas supply line with a capacity of at least 200,000 Btu/hr.
CALGREEN COMMENTS
>�' Please provide a Construction Waste Management form. CalGreen Section 4.408. By contractor
Please submit a (2016 CalGreen) Residential Mandatory Measures Check list.
STRUCTURAL COMMENTS: See Sheep CG already on plans
)* Please provide a shear transfer- detail of the 4x12 porch beam connections to the exterior walls.
FLOOD ZONE COMMENTS: See roof plan
Please reference the flood elevation certificate on the plans and show all requirements including floor elevations,
elevation of machinery or equipment, etc. Please also revise the elevations, foundation details, and section details to
show the top of slab raised 2'-0" minimum above the highest adjacent grade as required by the flood elevation
certificate.
See sheet 1.
Please indicate in a prominent location on the plans that a building under constj•uctlon flood elevation certificate is
required prior to the frame inspection and a finished constj-action flood elevation certificate is required prior to final
approval of the structure. (Butte County Code Chapter 26, Ordinance # 4041)
See sheet 1.
The Department of Development Services is currently open to the public from 8:00 am to 3:00 pin. If you wish to discuss
these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit
status can be tracked by logging on to http://www.buttecounty.net/dds and clicking Building Pet#»lits Status.
Efrain Ruvalcaba
Plans Examiner
530.538.2875
eruval caba@buttecounty.net
Philo Hunt, P.E.
Plan Check Engineer
530.538.2130
phunt(abuttecoun ..net
MINIMUM ER05 I ON AND 5ED I MENT CONTROLS FOR
PROJECT5 D 15TURB I NO LE55 THAN ONE ACRE
THE BMP'S (BEST MANAGEMENT PRACTICES) L15TED BELOW MUST BE IN PLACE AT ALL TIMES THROUGHOUT THE YEAR. THE BMP'5
L 15TED ARE MINIMUM REGU I REMENT5 AND ADDITIONAL 5MP'5 COULD BE REOU I RED BASED ON 51 TE CONDITIONS.
I. STABILIZED ENTRY: PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE
FABRIC.
2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED ON A DA i LY BASIS. WHEN STREETS ARE WET OR DURING A RAIN
EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET.
5. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR 51DEWALK5.
4. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE.
5. INTERNAL FILTERS SHALL BE PLACED I N51 DE EACH DRAIN INLET.
6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS.
7. STABILIZE ALL D 15TURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR 51 DEWALK. (STRAW OR EROSION
BLANKETS MAY BE USED FOR TH I5 APPLICATION)
8. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VI5GUEEN OR EROSION BLANKETS MAY BE
USED FOR TH15 APPLICATION)
01. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS AND STORM
DRAIN INLETS.
10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM
THE NEAREST STORM DRAIN.
II. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS,
GLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF.
12. PROVIDE A DES I ONATED AREA FOR CONCRETE HA5HOUT. HAY BAILS LINED W 1 TH V I5GUEEN MAY BE USED FOR TH 15 APPLICATION.
ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS.
15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE
CONTINUED EFFECTIVENE55 OF YOUR 5MP'5.
PEMIAIT ff 9/
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
:ODE COMPLIANCE
DATE
PROPOSED
PROPANE TANK
PROPOSED
RESIDENCE
EX15TINO
PAVED
PARK I NO
B 17-1309 A-8/PCI
00-.5-313-009
J U N E 28, 't)17
KEPI. NII -I NVITH SID
-41
ELECTRICAL
5ERVIOE--�
le
20'-0"
le
cl4b5l
MARTI N AVENUE
SITE PLAN
GREGORY A. PEITZ
ARCHITECT
383 Rio Lindo Ave. Chico, CA. 9.5926 (530) 894-5719
-)/21/2017 9:34:40 AM
OWNER: JUDY PFANDLER
ADDRESS: 1581 DAV15 5T.
CHI CO, CA 85128
PHONE: (550) 501-0555
HATER
I " = 20'-0"
��j�
SEWER
PAVED
SIDEWALK. 5%
MAX. O RADE
_:1211 MARTIN 5T.
CH I CO, CA
0.22 ACRES
NORTH
SHEET
of: ONE
2016 CALGreen Residential Mandatory Measures
This checklist applies to newly constructed buildings, additions or alterations of existing residential
buildings where the addition or alteration increases the building's conditioned area, volume, orsize.
The requirements shall only apply to and or within the specific area of the addition or alteration.
(2016 CGBSC 301.1.1)
'Note 2016 CGBSC 301,1.1: on and after 11112014, residential buildings undergoing permitted
alterations, additions or improvements shall replace noncompliant plumbing fixtures with water -
conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a
certificate of final completion, certificate of occupancy or final permit approval by the local building
department.
Featureor Leasure
Required
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Alan is developed and implemented to manage storm water drainage during
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construction. CG BS C 4.'106.2.
Construction plans shall indicate hover the site grading or drainage system will manage
all surface water flows to keep water from entering buildings CGBSC 4.106.3.
Provide capability for electric vehicle charging in one and taro -family dwellings and in
townhouses with attached private garages; and 3 percent of total parking spaces, as
specified, for multifamily dwellings.
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INSMIN
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Buildingmeets or exceeds the requirements of the California Building Energy
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Standards. CGBSC 4.201.1.
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Water closets. The effective flush volume of all water closets shall not exceed 1.28
gpf. Tank -type water closets shall be certified to the performance criteria of the U.S.
EPA WaterSense Specification for Tank -type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite,
average flush volume of two reduced flushes and one full flush.
Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf
and floor mounted or other urinals shall not exceed 0.5 gpf.
Single showerheads. Showerheads shall have a max. flow rate of not more than 2.0
gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S.
EPA WaterSense Specification for Showerheads.
Multiple showerheads serving one shower. when a shower is served by more than
one showerhead, the combined flow rate of all the showerheads and/or other shower
outlets controlled by a single valve shall not exceed 2.0 gpm at 80 psi, or the shower
shall be designed to allow only one shower outlet to be in operation at a time.
Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall
not exceed 1.2 gpm at 60 psi. The rain. flow rate of residential lavatory faucets shall
not be less than 0.8 gpm at 20 psi.
Metering faucets. Metering faucets when installed in residential buildings shall not
deliver more than 0.25 gallons per cycle.
Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60
psi.
Checklists\Green Building
Page 1 of 3
02/10/2017
2016 CALGreen Residential Mandatory Measures Checklist (contici)
Feature ol• Measure
New residential developments with an aggregate landscape area equal to or greater
than 500 sq ft shall comply with one of the following options:
1. A local water efficient landscape ordinance or the current California Department
of Water Resources Model Water Efficient Landscape ordinance (MWELO),
whichever more stringent; or
2. Projects with aggregate landscape areas less than 2,500 sq ft may comp/ with
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the MWELQ Appendix D Prescriptive Compliance option.
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Rodent proofing. Annular spaces around pipes, electric cables, conduitsor , other
openings in sole/bottom plates at exterior walls shall be protected passage
against the e
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of rodents by closing such openings with cement mortar, concrete masonry or similar
method acceptable to the enforcing aclencv.
Recycle and/or salvage for reuse a rninimurn of 05 percent of the nonhazardous
construction and demolition waste in accordance with one of the following:
---1:--Comply-with... a--more---stringent--local---construction--and---demolition--waste------_-..........
management ordinance; or
2. A construction waste management plan, per Section 4.408.2: or
3. A waste management company, per Section 4.408.3; or
4. The waste stream reduction alternative, per Section 4.408,4.
uiiaE.n'cvwj-;ijnrPnnn'r, MTV'VIvia Intl lr "'illwIsA41r
O&M Manual: An operation and maintenance manual shall be av11 ailable in the buildin
at the time of final inspection.
Recycling by occupants: Where 5 or more multifamily dwelling units are constructed
on a building site, provide readily accessible area(s) that serves all buildings on the
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site and s identified for the depositing, storage and collection of nonhazardous
materials for recycling, including (at a minimum) paper, corrugated cardboard lass
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plastics, organic waste, and metals, or meet a lawfully enacted local recycling
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ordinance, if more restrictive. See exception for rural jurisdictions.
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Any installed gas fireplace shall be direct -vent sealed -combustion type. An installed
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woodstove or pellet stove shall comply with U.S EPA New Source Performance
Standards (HSPS) emission limits as applicable, and shall have a permanent label
indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and
.
fireplaces shall also comply with applicable local ordinances.
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Duct o p openings _ i •rw+,.;.Ja_. .tr-
penings and other related air distribution component o enin s shall be covered
during construction.
Adhesives, sealants and caulks shall be compliant with VOC and other toxic
compound limits
Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking
compounds shall comply with statewide VOC standards and other requirements.
Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2
Required
Checklists\Green Building Page 2 of 3 02/10/2017
2016 CALGreen Residential Mandatory Measures Checklist (Cont'd)
Feature or Measm-c
Aerosol p aints and coatings shall be compliant with product weighted MIR limits for
ROCand otherconiaounds.
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carpet Carpet and systems shall be compliant with VOC limits. 4.504.3
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At least 80% of floor area receiving resilient flooring shall comply with
specific VOC criteria.
Hardwood plywood, particleboard and medium density fiberboard (MDF) used on
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interior or exterior of the building shall comply with formaldehyde emission
standards.
Documentation
tion shall be provided to the City building inspector verifying that compliant
materials have been used,
Required
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s: Vapor retarder and ca illary break is installed at slab -
on -grade foundations.
'sture content of building materials used in wall and floor framing shall not
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exceed 19% be i
° fore enclosure. Moisture content shall be verified n compliance with
CGBSC 4.505.3.
Indoor Air Quality and Exhaust (4.506)
Bathroom exhaust fans small be ENERGY STAR rated and ducted to terminate
,
outside.
functioningcomponent of a whole house ventilation system, bathroom
Unless as a
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exhaust fans
must be controlled b a humidity control adjustable between a relative
humidity range of 50% - 80%. �_... ...Y . .
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Duct system, 0
s are sized designed, and equipment is selected using the following
methods:
heat loss and heat gain values according to ANSI/ACOA 2 Manual
1. Establish
J-2011 or equivalent.
2. Size duct systems according to ANSI/RCCA 1 Manual D-2014 or equivalent.
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3. Select heating and cooling equipment according to ANS1ACCA 8 Manual S-
2014 or equivalent.
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�,� • i.. a'*sr m...ea sx s.-��.z='.:;:�4�: , .ty_.�y.s•Y �- .r. .. t +
in the proper er installation of HVAC
HVAC system installers are trained and certifiedp
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systems.
Special inspectors employed b the enforcing agency must be qualified and able to
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demonstrate competence in the discipline they are inspecting. y
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Yl1`irif::e.5!>.S. iE.� 1';y•U� `w� 3 ';+�/7.s..+I1�5.' 3y*1:::_► '.)1fi.�''..E, "«iw.a'?:+3`y�iV.0 V$....-_ v,y.,Ts >r.�i.'•r�E1-".�.e.,., A.le -/...' �•'s.�w.•:w'-r+: 4� •;., Z((• } rS i.'..?4,E.e,.Y. :��•..ji>..s�»".,..�}�..>>i•.� ��.71`�C'ti .,I.a•,r.:,e d��'�.�' I a+.$y�. r'J.r2.-1»v .,:.��'v�d: al�.�+Pi.�:X.%X�_�;..�9.-.T.:s.7.�e+.�i.i Y:`t�-., saMry.7;Et �� �.,.ry:.e.��.<:,.we�s,%p-�!;i1:!'•�'Ysl s,�pxq.�f.`... Y-s�•.:..„x.L, .'Lvn5$- �9v,'�•.y!-�.`:.:-.:�1,-. •�''.a!;.� .i. 4 lY`7sj...t.es.'..Yr.e".<b.v_,.e*.e�4i�.,''.i&$''..,� i�{r��:. $!s°-�s�s•3$i,;--o:.".•-�...,,s.'+i� ?�F.r'si. =7-Cp.',. 'p^=,2�,`'t.'y�".M.t..„s.�'. °,�>.�� .�;•,'�." � �.•tr,�^�. i-7d-..}-'�Ze:Ss�'E.�"E i�,il���v�..±.�1.7..".•»......1%2-.•'..Si.,..�,..'.�.>'•:3i>.�:ii:".;•:.�;:.K:.-Z.+6eS�y,��{$ I'�i��Fkj:".,+,!.i���7,x^:f
�e��- �.$r{.1.iE'M••"
+i
�f...,✓... .�:�"'E <'
Verification of compliance with this code may include construction documents,
plans specifications builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency, which show substantial conformance.
p g
Checklists\Green Building
Page 3 of 3
02/10/2017
►NCE COMPLIANCE METHOD
Calculation Date/Time: 15:06, Mon, Jun 19, 2017
Input File Name: Pfandler 512 w. attic insul.ribd16
CF1 R -PRF -01
Page 1 of 6
COMPLIANCE RESULTS
01
Building Complies with Computer Performance
02
This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
05
Standards Version
Compliance 2017
Proposed Design
07
Compliance Manager Version
BEMCmpMgr 2016.2.1 (695)
23.64
09
Software Version
CBECC-Res 2016.2.1 (868)
Space Cooling
11
Front Orientation (deg/Cardinal)
250
ed
13
Number of Dwelling Units
1
0.00
15
17
Number of Zones
Number of Stories
1
1
40.44
19
Natural Gas Available
No
----
21
Glazing Percentage (%)
26.6%
COMPLIANCE RESULTS
01
Building Complies with Computer Performance
02
This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03
This building incorporates one or more Special Features shown below
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
23.64
27.80
-4.16
-17.6%
Space Cooling
69.12
67.98
1.14
1.6%
IAQ Ventilation
1.89
1.89
0.00
0.0%
Water Heating
45.37
40.44
4.93
10.9%
Photovoltaic Offset
----
0.00
0.00
----
Compliance Energy Total
140.02
138.11
1.91
1.4%
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Insulation below roof deck
• Window overhangs and/or fins
Registration Number: 217-P010207806A-000-000-0000000-0000
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
2017-06-19 15:24:23
Report Version - CF1 R-05232017-695
B17-1309 A-8iP('l
005-393-00")
JUNE2812017
RERL tiiFI NNIT-H SFD
lydllrCR I J II IU.
Report Generated at: 2017-06-19 15:06:36
I
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Pfandler 512
Calculation Description: Compliance
HERS FEATURE SUMMARY
Calculation Date/Time: 15:06, Mon, Jun 19, 2017
Input File Name: Pfandler 512 w. attic insul.ribd16
CF1 R -PRF -01
Page 2 of 6
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.
Building -level Verifications:
IAQ mechanical ventilation
Cooling System Verifications:
Refrigerant Charge
HVAC Distribution System Verifications:
• -- None --
Domestic Hot Water System Verifications:
-- None --
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
Pfandler 512
512
1
1
1 1
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
Conditioned
HVAC System 1
512
9
Water Heater
Front
OPAQUE SURFACES
01
02
03
04
05
06
07
08
Name
Zone
Construction
Azimuth
Orientation
Gross Area (ft2)
Window & Door Area (ft)
Tilt (deg)
Fwall
Conditioned
R19 R4 Stucco Wall
250
Front
144
40
90
Bwall
Conditioned
R19 R4 Stucco Wall
70
Back
144
18.09
90
Rwall
Conditioned
R19 R4 Stucco Wall
160
Right
288
28
90
Lwall
Conditioned
R19 R4 Stucco Wall
340
Left
288
70
90
Ceiling (below attic) 1
Conditioned
R38 Ceiling below attic
512
ATTIC
01
02
03
04
05
06
07
08
Name
Construction
Type
Roof Rise
Roof Reflectance
Roof Emittance
Radiant Barrier
Cool Roof
Attic
Asphalt Roof (R19)
Ventilated
6
0.1
0.85
No
No
Registration Number: 217-P010207806A-000-000-0000000-0000
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
2017-06-19 15:24:23
Report Version - CF1 R-05232017-695
HERS Provider:
CaICERTS inc.
Report Generated at: 2017-06-19 15:06:36
OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Pfandler 512
!scription: Compliance
Calculation Date/Time: 15:06, Mon, Jun 19, 2017
Input File Name: Pfandler 512 w. attic insul.ribd16
CF1 R -PRF -01
Page 3 of 6
J / GLAZING
D1
02
03
04
05
06
07
08
09
10
3me
Type
Surface (Orientation -Azimuth)
Width (ft)
Height
(ft)
Multiplier
Area
(ft2)
U -factor
SHGC
Exterior Shading
:O Living
Window
Fwall (Front -250)
4.0
5.0
1
20.0
0.32
0.25
Insect Screen (default)
1/2 Lite
Window
Bwall (Back -70)
2.7
6.7
1
18.1
0.32
0.25
Insect Screen (default)
D Kitchen
Window
Rwall (Right -160)
5.0
4.0
1
20.0
0.32
0.25
Insect Screen (default)
SH Bath
Window
Rwall (Right -160)
2.0
4.0
1
8.0
0.32
0.25
Insect Screen (default)
;O Living
Window
Lwall (Left -340)
5.0
5.0
1
25.0
0.32
0.25
Insect Screen (default)
.O Dining
Window
Lwall (Left -340)
5.0
5.0
1
25.0
0.32
0.25
Insect Screen (default)
Bedroom
Window
Lwall (Left -340)
5.0
4.0
1
20.0
0.32
0.25
Insect Screen (default)
OPAQUE DOORS
01
02
03
04
Name
Side of Building
Area (ft2)
U -factor
Front Dr
Fwall
20.0
0.50
OVERHANGS AND FINS
01
02
03
04 -
05
06
07
08
09
10
11
12
13
14
Overhang
Left Fin
Right Fin
Window
Depth
Dist Up
Left
Extent
Right
Extent
Flap Ht.
Depth
Top Up
DistL
Bot Up
Depth
Top Up
Dist R
Bot Up
4050 XO Living
8
1.5
3
9
1
0
0
0
0
0
0
0
0
2868 1/2 Lite
8
2.3
6
6
1
3
5
6
0
3
5
6
0
5040 XO Kitchen
2
1.5
14
25
1
0
0
0
0
0
0
0
0
2040 SH Bath
2
1.5
24
18
1
0
0
0
0
0
0
0
0
5050 XO Living
2
1.5
30
10
1
0
0
0
0
0
0
0
0
5050 XO Dining
2
1.5
20
19
1
0
0
0
0
0
0
0
0
5040 XO Bedroom
2
1.5
8
30
1
0
0
0
0
0 0 0 0
Registration Number: 217-P010207806A-000-000-0000000-0000
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Dateffime:
2017-06-19 15:24:23
Report Version - CF1 R-05232017-695
HERS Provider:
CaICERTS inc.
Report Generated at: 2017-06-19 15:06:36
E
PERFORMANCE COMPLIANCE METHOD
Calculation Date/Time: 15:06, Mon, Jun 19, 2017
Input File Name: Pfandler 512 w. attic insul.ribd16
CF1R-PRF-01
Page 4of6
SLAB FLOORS
03
04
05
06
07
06
07
Total Cavity
Winter Design
Area (ft)
onstruction Type
Framing
R -value
U -value
Assembly Layers
Conditioned
512
96:L—
None
• Cavity / Frame: R-19 / 2x6
No
Tank Location or
Heater
• Roof Deck: Wood Siding/sheathing/decking
)od Framed Ceiling
2x6 @ 24 in. O.C.
R 19
0.055
• Roofing: Light Roof (Asphalt Shingle)
Standby Loss I
Ambient
Name
• Inside Finish: Gypsum Board
Tank Type
of Units
(gal)
Efficiency
• Cavity /Frame: R-18.8 / 2x8
)od Framed Ceiling
2x8 @ 24 in. O.C.
R 38
0.026
• Over Ceiling Joists: R-19.1 insul.
Gas
Small
Instantaneous
1
0
• Inside Finish: Gypsum Board
195,000 Btu/hr
R-0
n/a
0
n/a
• Cavity/Frame: R-19 /2x6
Jood Framed Wall
2x6 @ 16 in. O.C.
R 19
0.054
• Exterior Finish: R4 Synthetic Stucco
SLAB FLOORS
01
02
03
04
05
06
07
Name
Zone
Area (ft)
Perimeter (ft)
Edge Insul. R -value & Depth
Carpeted Fraction
Heated
Slab On Grade
Conditioned
512
96:L—
None
0.8
No
BUILDING ENVELOPE - HERS VERIFICATION
01
02
03
04
Quality Insulation Installation (QII)
Quality Installation of Spray Foam Insulation
Building Envelope Air Leakage
CFM50
Not Required
I Not Required
Not Required
---
WATER HEATING SYSTEMS
01
02
03
04
05
06
Name
System Type
Distribution Type
Water Heater
Number of Heaters
Solar Fraction (%)
Water Heater
DHW
Standard
Tankless .92 (1)
1
n/a
WATER HEATERS
01
02
03
04
05
06
07
08
09
10
11
Tank
Energy
Tank Insulation
Tank Location or
Heater
Number
Volume
Factor or
Input
R -value
Standby Loss I
Ambient
Name
Element Type
Tank Type
of Units
(gal)
Efficiency
Rating/Pilot
(Int/Ext)
Recovery Eff
NEEA Heat Pump Type
Condition
Tankless .92
Gas
Small
Instantaneous
1
0
0.92 EF
195,000 Btu/hr
R-0
n/a
0
n/a
n/a
Registration Number: 217-P010207806A-000-000-0000000-0000
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
2017-06-19 15:24:23
Report Version - CF1 R-05232017-695
HERS Provider:
CaICERTS inc.
Report Generated at: 2017-06-19 15:06:36
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Pfandler 512
Calculation Description: Compliance
Calculation Date/Time: 15:06, Mon, Jun 19, 2017
Input File Name: Pfandler 512 w. attic insul.ribd16
CF1 R -PRF -01
Page 5 of 6
SPACE CONDITIONING SYSTEMS
01
02
03
04
05
06
SC Sys Name
System Type
Heating Unit Name
Cooling Unit Name
Fan Name
Distribution Name
HVAC System 1
Heat Pump Heating and
Cooling System
Heat Pump System 1
Heat Pump System 1
HVAC Fan 1
- none -
HVAC - HEAT PUMPS
01
02
03
04
05
06
07
08
09
10
11
Name
System
Type
Number of
Units
Heating
Cooling
Zonally
Controlled
Compressor
Type
HERS
Verification
HSPF/COP
Cap 47
Cap 17
SEER
EER
Heat Pump System 1
DuctlessMiniSplitHeatPump
1
8.2
49500
30600
14.6
9.55
Not Zonal
Single Speed
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
0.25
Not Required
Not Required
Required
IAQ (Indoor Air Quality) FANS
01
02
- 03
04
05
06
Dwelling Unit
IAQ CFM
IAQ watts/CFM
IAQ Fan Type
IAQ Recovery
Effectiveness(%)
HERS Verification
SFam IAQVentRpt
20
0.25
Default
0
Required
Registration Number: 217-P010207806A-000-000-0000000-0000
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
2017-06-19 15:24:23
Report Version - CF1 R-05232017-695
HERS Provider:
CaICERTS inc.
Report Generated at: 2017-06-19 15:06:36
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Pfandler 512
Calculation Description: Compliance
Calculation Date/Time: 15:06, Mon, Jun 19, 2017
Input File Name: Pfandler 512 w. attic insul.ribd16
CF1 R -PRF -01
Page 6of6
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature:
UCre� LPeifz
Greg Peitz
Company:
Signature Date:
Gregory A. Peitz Architecture
2017-06-19 15:24:23
Address:
CEA/HERS Certification Identification (If applicable):
383 Rio Lindo Ave
City/State/Zip:
Phone:
Chico, CA 95926
530-894-5719
RESPONSIBLE PERSON'S DECLARATION STATEMENT
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,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:
Responsible Designer Signature:
CreS LPeifz
Greg Peitz
Company: -
Date Signed:
Gregory A. Peitz Architecture
2017-06-19 15:24:23
Address:
License:
383 Rio Lindo Ave
C21283
City/State/Zip:
Phone:
Chico, CA 95926
530-894-5719
Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration
Provider responsibility for the accuracy of the information.
Registration Number: 217-P010207806A-000-000-0000000-0000
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Dateffime:
2017-06-19 15:24:23
Report Version - CF1 R-05232017-695
HERS Provider:
H1111.
I a a IT
tYi • 'S.''
%
Easy to Verify
at CaICERTS.com
CaICERTS inc.
Report Generated at: 2017-06-19 15:06:36
R
i
G
0 ' -1 Atwo X(t, �I I !
e 11TIll"u E T
A C E T C T
383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719
Structural
Calculations
C
for:
7--1
3 9 3 09
NE
. r". p l, N-11
�o AR
ORY A' F/,t�`
�.` N 2 283
Q
N. 7/17
F C A�-
6
f
I
JAStructuralTesign Data - Residential.doc
W.• yId
Code used: 2016 California Building Code
Floor loading: Live loads:
Uninhabitable attics w/o storage: 10psf
Uninhabitable attics w/ limited storage: 20psf
Habitable attics and sleeping areas: 30psf
All others except balconies and decks: 40psf
Dead load — l Olbs/square foot
Roof loading: Live loads:
20lbs/SF
Dead loads:
Typical roof -14 lbs/SF
Comp roof
Wind loading: Basic 3 -second gust wind speed (mph) 110
Wind importance factor, 1 1.00
Wind exposure category B
Internal pressure coefficient, GCpi +/-0.18
Seismic: Seismic importance factor, 1 1.00
Mapped spectral response acceleration;
Ss 0.70
SI 0.25
Site class D
Design spectral response coefficients;
SDS 0.579
SDI
r. w �� � � w � iti ✓�
~��gory
resisting system (s)
— plywood shearwalk
)efficient (s), Cs
-ion factor(s), R
irce procedure
0.317
D
0.089
6.5
Simplified Envelope Procedure Per ASCE 7-10, Chapter 28.
1. Risk category 2 (table 1.5-1)
2. Basic wind speed: 110 mph (figure 26.5-1A)
3. Exposure: B (section 26.7)
4. Kzt = 1.0 (section 26.8)
5. ?. = 1.0 (figure 28.6-1)
6. Roof slope: 26.57° (6/12)
7. Mean roof height:
Ps = X KztPs30
Wind Pressures
less than 30 ft.
( eq. 28.6-1)
Roof internal zone: (6.45
psf)
(.6) =
3.87 psf
Roof end zone: (7.33 psf)
(.6)
= 4.40
psf
[(2)(3.87psfl + (4.40psf)] / 3 = 4.05 psf average overall wind pressure
Wall internal zone: (17.34 psf) (.6) = 10.41 psf
Wall end zone: (23.32 psf) (.6) = 13.99 psf
[(2)(10.41psf) + (13.99psf)] / 3 -`-J-1.61 psf average overall wind pressure
L tW
LL
LL:
9
i
1
16'-0"
Z
SUILDINC DIAORA i
X61 I. 011
P-- � P..,
FRONT ELEVATION
P,
mg -aim
REACTION SUMMARY
RXN
loll ND
SEISMIC
oil
(y5 �j
R I OHT ELEVATION
X&
GII I 1-011
[56
1 L Al
us inh 0131� P,
�7 7,
u 2,
t I""'�', �- "" ►'mow" ! f � ".o.+^+. � f /1 -t e
d , -
r---
SHEARWALLS
0 0 ter„ tear.-
NALLS=
3/s,, GDX ply. w/ aes, @ ,12 o.c.
3 coat plaster
l J gyp. bd. w/ ( )� ( ), AT ALL SUPPORTS, EB3 CCIOKED
ANCHOR BOLTS
GBG specified Y:211 0 0.b -'s @ b' -O" o.c. w/ min.
(2) a.b.'s per wall is adecyate
1771 J/.2" 0 anchor bolts
A35 / RBC
F-1 RBC's @ O.C.
L1. f ( O.0
El A55's @ / 01"o
EJ NONE Rrza'D
OVERTURNING
1771 No holdoNn's rec�'d
El G516 Holcldov4n Straps to Rim Joist below
F-1 Portal Frame w/ "Simpson" 5T6224 straps from 4x
post to continous header.
EJ HL7)U2, SSTE31& (9 Singla pour, SSTE320 @ 2 Pour
❑ HDL)41 SSTB20 Single pour, 5STB24 2 Pour
COLLECTOR / CHORD
71 f
f IN
b.
F-1 ( ) 166's per top e splice
F-1 G516 strap splices
F-1 ST&224 strap splices
El Drag Truss
3
_ -- 7,----
VqALLS=
SHEARWALLS
woe
t7,CD, G'
� t
El 5/a" GDXply. w/ 9�dls � � ,12 o.c.
El 5 coat plaster
1771 ( ) gyp. bd. w/ ( )@ ( ), AT ALL SUPPORTS,
ANCHOR BOLTS
El GBG specified Y:2" 0 a.b.'s @ 6'-O" o.c. w/ min.
(2) a.b.'s per wall is adegyate
1771 y2" O anchor bolts @ O.C.
A35/RBC
❑ RBG's � o.c.
o.c.
1771 NONE REa'P
OVERTURNING
iJ
F C)
t {
7-/2
(;7,0
No holdoNn'5 rec�'d
G,516 Holdclov4n Straps to Rim Joist below
Porta I frame w/ "Simpson" 5T6224 straps
post to continovs header.
from 4x
HDU21
SSTE31& @
Single
pour, SSTE320 @
2
Pour
H17U4/
55TE320 @
Single
pour, SSTE324 @
2
Pour
COLLECTOR / CHORD
1771 ( ) l6d's per top q sp I ice
F -I GS16 strap sp I ices
El 5T6224 strap splices
F-1 Lraq Tru -se
BLOCKED
11
0
L HE
RA- l�li4- WALLS= y.D�
00 e
/,e Z01;
0DX ply. w/ 8d's @
gat plaster
gyp. bd. w/
ANCHOR BOLTS
C GBG specified y2" O
1-71 Y:2" 0 anchor bolts @
A351 RBC
)� l
),'AT ALL SUPPORTS,
a.b.'s @ b' -O" o.c. w/ min.
(2) a.b.'s per wall is adequate
O.G.
❑ RBG's � o.c.
0. c, E:. io
L1 NONE RE-a'r�) PC)
OVERTURNING
5LOOKEr:;)
_r- .w ...,., r a� :-a�'Vt•-.c4+-�'�.�t , w A✓w...'i �"a^C.1-.�:-.(' w �.�._;...
El No holdov4n'5 reo�'d
1771 G516 Holddov4n Straps to Rim Joist below
F-1 Portal Frame, w/ "Simpson" 5T6224 straps from 4x
post to continous header.
El Hr:;)U2, SSTE31(o @ Single pour, SSTE320 @ 2 Pour
El HI:%)4I SSTB20 @ Single pour, SSTB24 @ 2 Pour
COLLECTOR / CHORD
F-1 ( ) I&d5 per top p
El C. -51(o strap splices
El ST6224 strap splices
17-1 Drag Truss
sp I ice
}; J
C9
9
R'3 NALLS
GDX ply. w/ 8d's @ � ,12 o.c.
17-1 3 coat plaster
F-1 ( ) gyp. bd. w/ AT ALL SUFFORTS,
ANCHOR BOLTS
C GBG specified Y2" 4 a.b.'s @ b' -O" o.c. w/ min.
(2) a.b.'s per wall is adecpate
F-1 Y:2" 4 anchor bolts @ O.C.
A35/RBC
t2-...,,.
F-1 RBC.,f
E A5r2's 0. c
El NONr- REa'l� t
OVERTURNING
yM� ,
T
�i
ire _
..j
MM6677 """ G Inw!'a
1771 No holciop4n's rev'd
El G516 Holdclov4n Straps to Rim Joist below
F-1 Portal frame w/ "Simpson" ST&2.24 straps from 4x
post to continous header.
Ci H17)U2, SSTE316 Single pour, SSTE320 2 Pour
El Hl::)U4, SSTE320 Single pour, 55TE324 2 Pour
COLLECTOR / CHORD
❑ ( )
I & ci's per top p splice
F-1 G516 strap splices
F-1 ST&224 strap splices
F-1 Drag Truss
BLOC. -KED
Project: P4:6,,'(\d (i �.,�
Location: Porch Beams
Roof Beam
[2016 California Building Code(2015 NDS)]
3.5 IN x 11.25 IN x 15.5 FT
#2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 16.8%
Controlling Factor: Moment
DEFLECTIONS Center
Live Load 0.19 IN U961
Dead Load 0.20 in
Total Load 0.39 IN U476
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS
A
E' = 1600 ksi
B
625 psi
Live Load
767
ib
767
lb
Dead Load
781
lb
781
lb
Total Load
1548
Ib
1548
Ib
Bearing Length
0.71
in
0.71
in
BEAM DATA
Span Length 15.5 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 0 ft
Roof Pitch 6- :12
Roof Duration Factor 1.15
MATERIAL PROPERTIES
#2 - Douglas -Fir -Larch
Base Values Adjusted
Bending Stress: Fb = 900 psi Fb' = 1139 psi
Cd=1.15 CF= 1.10
Shear Stress: Fv = 180 psi Fv' = 207 psi
Cd=1.15
Modulus of Elasticity: E =
1600 ksi
E' = 1600 ksi
Comp. -L to Grain: Fc -
625 psi
Fc -
625 psi
Controlling Moment: 5999 ft -lb
ft
9
plf
7.75 ft from left support
wL =
99
plf
Created by combining all dead and live
loads.
101
pif
Controlling Shear: -1548 lb
WT =
200
plf
At support.
Created by combining all dead and live
loads.
Comparisons with required sections:
Reg'd
Provided
Section Modulus:
63.24 in3
73.83
in3
Area (Shear):
11.22 int
39.38
in2
Moment of Inertia (deflection):
156.9 in4
415.28
in4
Moment:
5999 ft -Ib
7004
ft -lb
Shear:
-1548 Ib
5434
lb
NOTES,
StruCalc Version 10.0.1.1
LOADING DIAGRAM
ROOF LOADING
Side One:
Roof Live Load:
Roof Dead Load:
Tributary Width:
Side Two:
Roof Live Load:
Roof Dead Load:
Tributary Width:
6/12/2017 2:09:27 PM
page
of
15.5 ft
B
LL =
18
psf
DL =
15
psf
TW =
3.5
ft
LL =
18
psf
DL =
15
psf
TW =
2
ft
Wall Load:
WALL =
0
plf
Non -Snow Roof Loaded Area:
RLA =
85.3
plf
SLOPEIPITCH_ADJUSTED
LENGTHS
AND LOADS
Adjusted Beam Length:
Ladj =
15.5
ft
Beam Self Weight:
BSW =
9
plf
Beam Uniform Live Load:
wL =
99
plf
Beam Uniform Dead Load:
wD_adj =
101
pif
Total Uniform Load:
WT =
200
plf
Project: �-1�n C� U,)/
Location: CT5
Collar Tie
[2016 California Building Code(2015 NDS)]
1.5 IN x 5.5 IN x 10.0 FT (8 + 2) @ 24 O.C.
#2 - Douglas -Fir -Larch - Dry Use
1.5 x 7:25 Solid Sawn Lumber with minimum Ft = 575
Section Adequate By: 23.7%
Controlling Factor: Deflection.
DEFLECTIONS Center Right
Live Load 0.18 IN U603 -0.16 IN 20334
Dead Load 0.09 in -0.08 in
Total Load 0.27 IN U402 -0.24 IN 20222
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: 0180
RAFTER REACTIONS
Base Values
Uniform Floor Loading
Roof Live Load:
LOADS
REACTIONS
Lower Live Load @ A & B
224 plf
447
Ib
Lower Dead Load @ A & B
112 plf
224
Ib
Lower Total Load @ A & B
336 plf
671
Ib
Collar Tie Tension
wD-adj =
525
Ib
RAFTER SUPPORT DATA
B
Bearing Length 0.72 in
RAFTER DATA Interior Eave
Span Length 8 ft 2 ft
Unbraced Length -Bottom 8.94 ft 0 ft
Rafter Pitch 6 :12
Collar Tie Location 4.21 ft
Roof Duration Factor 1.25
Peak Notch Depth 0.00
Base Notch Depth 0.00
RAFTER LOADING
Base Values
Uniform Floor Loading
Roof Live Load:
LL =
Roof Dead Load:
DL =
Non -Snow Roof Loaded Area:
RLA =
Slope Adjusted Spans And Loads
Interior Span:
L-adj =
Eave Span:
L-Save-adj =
Rafter Live Load:
wL-adj =
Eave Live Load:
wL-Eave-adj =
Rafter Dead Load:
wD-adj =
Rafter Total Load:
wT adj =
Eave Total Load:
WT-Eave-adj =
20
10
0
8.94
2.24
32
32
18
50
50
psf
psf
sf
ft
ft
pif
plf
pif
plf
plf
page
StruCalc Version 10.0.1.1 6/14/2017 8:35:18 AM
of
MATERIAL PROPERTIES
Controlling Moment: 515 ft -lb
3.918 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear: -255 Ib
8.05 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections: Req'd Provided
Section Modulus: 3.67 in3 7.56 in3
Area (Shear): 1.7 in2 8.25 in2
Moment of Inertia (deflection): 16.81 in4 20.8 in4
Moment: 515 ft -Ib 1060 ft -Ib
Shear. -255 lb 1238 lb
COLLAR TIE DESIGN
1.5 x 7.25 Solid Sawn Lumber with minimum Ft = 575
Base Values Adjusted
Tension Parallel to Grain Ft = 575 psi Ft' = 1078 psi
Cd=1.25 CiLO. 00
Collar Tie Location 4.21 ft
Collar Tie Tension 525 lb
Collar Tie Capacity 11725 Ib
Nailing Required @ Both Ends
16d Common
16d Sinker,
16d Box
3 Nails
--�` 4 Nails
f
LOADING DIAGRAM
Base Values
Adjusted
Bending Stress:
Fb = 900 psi
Fb' = 1682
psi
Cd=1.25 CF= 1.30 Cr -1.15
Shear Stress:
Fv = 180 psi
Fv' = 225
psi
Cd=1.25
Modulus of Elasticity:
E = 1600 ksi
E'= 1600
ksi
Comp. -I- to Grain:
Fc - 625 psi
Fc - -1-' = 625
psi
Controlling Moment: 515 ft -lb
3.918 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear: -255 Ib
8.05 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections: Req'd Provided
Section Modulus: 3.67 in3 7.56 in3
Area (Shear): 1.7 in2 8.25 in2
Moment of Inertia (deflection): 16.81 in4 20.8 in4
Moment: 515 ft -Ib 1060 ft -Ib
Shear. -255 lb 1238 lb
COLLAR TIE DESIGN
1.5 x 7.25 Solid Sawn Lumber with minimum Ft = 575
Base Values Adjusted
Tension Parallel to Grain Ft = 575 psi Ft' = 1078 psi
Cd=1.25 CiLO. 00
Collar Tie Location 4.21 ft
Collar Tie Tension 525 lb
Collar Tie Capacity 11725 Ib
Nailing Required @ Both Ends
16d Common
16d Sinker,
16d Box
3 Nails
--�` 4 Nails
f
LOADING DIAGRAM
DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
ELEVATION CERTIFICATE OMB Control Number: 1660-0008
IMPORTANT: FOLLOW THE INSTRUCTIONS ON PAGES 9-16 Expiration: 11/30/2018
copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A - PROPERTY INFORMATION I
FORM INSURANCE COMPANY USE
Al. Building Owner's Name Policy Number:
Judy Pfandler & Team Wood Family Trust
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC
Box No. Number:
1211 Martin Street
City Chico
State CA
W I 11
LU n e<_
Zip Code 95928 I , �� n
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
PARCEL APN: 005-393-009 TYPE SUB BOOK 005 PAGE 033 TWP 22N RNG 1 E SEC 25 REC_DATE 4/4/1904
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 39'43'52" N Long. 121'49'17" W Horizontal Datum: (~; NAD 1927 (} NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1A
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s)0 sq ft
b) Number of permanent flood openings in the 0
crawlspace or enclosure(s) within 1.0 foot
above adjacent grade
A9. For a building with an attached garage:
a) Square footage of attached garage 0 sq ft
b) Number of permanent flood openings
in the attached garage within 1.0 foot N/A
above adjacent grade
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b N/A sq in
d Engineered flood openings? (`;Yes (:)No d) Engineered flood openings? C~}Yes (: No
g
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name
Butte County, California Panel 502 of 1200 Butte
B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s)
06007CO502E E I I Revised Date AO
Jun 8, 1998
Jan 6, 2011
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
('' Oth /S e'
(` FIS Profile {FIRM (j Community Determined , ) er ourc .
B11. Indicate elevation datum used for BFE in Item B9: (: NGVD 1929 C
j NAVD 1988 Other/Source:
B3. State CA
B9. Base Flood Elevation(s)
(Zone AO, use base flood
depth
1 FT
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? (, Yes [ No
Designation Date: N/A (`;CBRS (} OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: (s Construction Drawings** (.) Building Under Construction* C; Finished Construction
C2. Elevations - Zones Al - A30, AE, AH, A (with BFE), VE, V1 - V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 - A30, AR/AH, AR/AO.
Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
A new Elevation Certificate will be required when construction of the building is complete.
Benchmark Utilized: Vertical Datum:
Indicate elevation datum used for the elevations in items a) through h) below. NGVD 1929 (`) NAVD 1988
Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a
Top of bottom floor (including basement, crawlspace, or enclosure floor) - .
�s feet
(7) meters
feet
(`t meters
b)
of the next higher floor
Top g
-
feet
(7) meters
c)
Bottom of the lowest horizontal structural member (V Zones only)
1L
d
Attachedg arage (top of slab)
feet
(7) meters
e)
Lowest elevation of machinery or equipment servicing the building _
(: feet
() meters
(Describe type of equipment and location in Comments)
D
Lowest adjacent (finished) grade next to building (LAG) -
( feet
( meters
g)
Highest adjacent (finished) grade next to building (HAG) -
g
(~f feet
D
h)
Lowest adjacent grade at lowest elevation of deck or stairs, including _
(7feet
(7) meters
4t
structural support
1
C
a) Square footage of attached garage 0 sq ft
b) Number of permanent flood openings
in the attached garage within 1.0 foot N/A
above adjacent grade
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b N/A sq in
d Engineered flood openings? (`;Yes (:)No d) Engineered flood openings? C~}Yes (: No
g
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name
Butte County, California Panel 502 of 1200 Butte
B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s)
06007CO502E E I I Revised Date AO
Jun 8, 1998
Jan 6, 2011
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
('' Oth /S e'
(` FIS Profile {FIRM (j Community Determined , ) er ourc .
B11. Indicate elevation datum used for BFE in Item B9: (: NGVD 1929 C
j NAVD 1988 Other/Source:
B3. State CA
B9. Base Flood Elevation(s)
(Zone AO, use base flood
depth
1 FT
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? (, Yes [ No
Designation Date: N/A (`;CBRS (} OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: (s Construction Drawings** (.) Building Under Construction* C; Finished Construction
C2. Elevations - Zones Al - A30, AE, AH, A (with BFE), VE, V1 - V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 - A30, AR/AH, AR/AO.
Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
A new Elevation Certificate will be required when construction of the building is complete.
Benchmark Utilized: Vertical Datum:
Indicate elevation datum used for the elevations in items a) through h) below. NGVD 1929 (`) NAVD 1988
Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a
Top of bottom floor (including basement, crawlspace, or enclosure floor) - .
�s feet
(7) meters
feet
(`t meters
b)
of the next higher floor
Top g
-
feet
(7) meters
c)
Bottom of the lowest horizontal structural member (V Zones only)
d
Attachedg arage (top of slab)
feet
(7) meters
e)
Lowest elevation of machinery or equipment servicing the building _
(: feet
() meters
(Describe type of equipment and location in Comments)
D
Lowest adjacent (finished) grade next to building (LAG) -
( feet
( meters
g)
Highest adjacent (finished) grade next to building (HAG) -
g
(~f feet
(7) meters
h)
Lowest adjacent grade at lowest elevation of deck or stairs, including _
(7feet
(7) meters
structural support
FEMA Fnrm nAF;_n_*vi (7/1.r
005-393-009
.JUN E 28, 02017
W11"11 SF1
Paae 3 of 15
r r
ELEVATION CERTIFICATE
1211 Martin Street Chico CA
OMB Control Number: 1660-0008
Expiration: 11/30/2018
95928
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION I
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify
that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be
punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
0 Check here if attachments.
Certifier's Name
Justin Wood
Title
Address
1381 Davis St
Were latitude and longitude in Section A
provided by a licensed land surveyor?
() Yes (N o
Company Name
City
Chico
License Number
State Zip Code
CA 195928
C6650.7
EX
Signature Date Telephone
�7� Jun 26, 2017 +1 (805) 704-5693
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location , per C2(e), if applicable)"
I
Signature Date Jun 26, 2017
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete
Sections A, B,and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the
highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
I
) Top of bottom floor (including basement, crawlspace, 2 - 0 (: feet (`�meters [K above or E]below the HAG.
or enclosure) is
b) Top of bottom floor (including basement, crawlspace, N - A (`` feet (7j meters ❑ above or ❑ below the LAG.
or enclosure) is
E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next
higher floor (elevation C2.b in the diagrams) of the building is N - A C feet `meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is
N - A C feet (7; meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and /or equipment
2 -0 {:=feet (`f meters ®above or ❑below the HAG.
servicing the building is
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain
management ordinance? (9 7) Yes No (j Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name: Justin Wood
Address1381Davis St
Signature
Comme
City Chico
ate Jun 26, 2017
StateCA
Telephone
ZIP Code95928
+1 (805) 704-5693
❑ Check here if attachments.
FFMA Fnrm nm -n -,'i MIS) RPnlnr.Pc all nrPvini is Prlitinnc Paae 4 of 15
7/31/2017 3:48:18 PM
PIPING/ CFM @ APPLIANCES
Total
Section - 1
Outlet- A
Outlet - B
Outlet - C
Outlet - D
Outlet - E
Outlet - F
Cfin
Appliance
Stove w/
Caren
Water
Heater
----
"-
--
___
146
CFM
60
146
---
---
----
----
206
Branch Length an feet)
25
39
--
---
----
----
A+B+C+D
Branch Dia. an inches)
1/2
3/4
60
206
----
----
----
PIPING @ SECTIONS
36" WIDE
Section - 1
Section - 2
Section - 3
Section - 4
Section - 5
-
Outlet (Appliance)
A
B
C
D
E
----
CFM
60
146
----
----
----
----
Length (In feet)
45
5
----
---
----
CONCRETE
TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP
A
A+B
A+B+C
A+B+C+D
A+B+C+D+E
----
Totals (CFM)
60
206
----
----
----
---
Totals Length (In feet)
45
50
----
=---
---
----
Pipe Dia. (In Inches)
1/2
1
----
----
----
----
NOTES:
1. The BTU values used in designing the gas pipe
schematic are derived from the construction documents
or from standard appliance values from table 1208.4.1
CPC 2016
2. The actual BTU appliance values may change during
construction. It is the responsibility of the licensed
plumber to check the values used in this design and the
actual values installed. Any discrepancy shall be
brought to the attention of the Architect / Designer and
the person responsible for the gas pipe schematic.
3. If LPG gas is used, the final propane tank installation
location may vary from the construction documents.
The new location shall made know as per note #2
above.
4. The licensed plumber that is responsible for the
installation of the gas lines shall provide a final gas line
schematic drawing if any changes to the attached
schematic are made. The new schematic drawing shall
be provided to the local building official, Architect/
Designer and the person responsible for this gas pipe
schematic.
5. Not used
6. CPM=BTU/ 1,100
REAR ELEVATION i/b" = 1'-0"
LEFT ELEVATION 1/8" = 1'-0"
SHINGLES
4" CLR. TO EARTH AND 2" TO
GONG. FOR WEEP SCREED
"--FASCIA
Section - 1
anch - A
NEW GAS PIPING S CHEMA TI C
Not to Scale
GUTTER
-2-00AT STUCCO o/
I" FOAM o/ (2)
LAYERS GRADE D
BLDG. PAPER OR
EQ. PER 'WESTERN
I-KOTE' SYSTEM OR
�Q. (UER ERp382)��
5ENERAL NOTE5
G-1
36" WIDE
MISCELLANEOUS
IO.EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd (5�"
I. PROVIDE 4" HIGH x I" WIDE STREET ADDRESS NUMBERS
x .135"(P) MIN., TYP.
OF CONTRA5TING COLOR, VISIBLE FROM STREETS.
11. TYPICAL FA5TENERS SHALL BE INSTALLED IN CONFORMANCE
2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER ORO R313.3
w/ GBG TABLE 2304A.1.
OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE
12.5TRUGTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM
SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST
Fb3100 OR VERSA -RIM AS MFR. BY 5015E CASCADE.
BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY
13.5EARING WALL HDR5. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN.,
THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN.
TYP., U.O.N.
3. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR
PLUMBING
20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER
O+6
ORO R302.5.1.
I. THE AGGREOATE AREA OF PLUMBING VENTS SHALL BE
4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING.
12.5-1 50. INCHES, MIN.
3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE
2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED
CONCRETE
TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP
I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 25 DAYS
(0516 OR EQ.) w/ MIN. 2" LONG #12 WOOD 50REW5 ® 4"
2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED
ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE
BARS -TYPE N OR 40.
TANK.
Imo'
4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE
ROUGH CARPENTRY
PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE
I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH
PRESSURE BALANCE OR THE THERMOSTATIC MIXING
HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED
VALVE TYPE.
DRAFT OPENINGS AS REQUIRED BY CODES
5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE
2. 5TRUGTURAL FRAMING SHALL BE DOUGLAS FIR TO THE
THAN (3) WATER CLOSETS.
GRADES INDICATED OR BETTER (MPA GRADING RULES)
6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE.
UNLESS NOTED OTHERWISE.
7. SHOWER AND TUB/5HWR WALL5 SHALL HAVE A SMOOTH,
CONGEALED 4x BEAMS 8 POSTS ......................... NO. 2
HARD, NONABSORBENT 5URFAGE o/ A MOISTURE
EXPOSED 4x BEAMS 4 POSTS...............................NO. I
RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV.
6x BMS 4 POSTS NO. I
������S
FINISH FLR. DRAIN INLET, PER GRG 8307.2
2x JOISTS AND RAFTERS........................................NO. 2
........................................
8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE
STUD, SILLS, PLATES...................................................NO. 2
SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS.
SILLS ON CONCRETE...................................................PTHF
el. . THE WATER HEATER'S TYPE 'B' OAS VENT SHALL
MISC. FRAMING NOT NOTED....................................NO. 2
TERMINATE NOT LE55 THAN 5' IN VERTICAL HEIGHT ABOVE
3. PLYWOOD SHALL BE OF THE DE51ONATF-D GRADE AND SHALL
THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR
MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS
FLUE COLLAR.
PS I-83.
MECHANICAL
4. NAILS AT PLYWOOD PANELS SHALL HAVE g/e" EDGE DISTANCE
AND SHALL NOT PENETRATE FACE -PLY.
I. DRYER DUCT TO BE MIN. 4" (P TO THE OUTSIDE, EQUIPPED
5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING
WITH A BACK -DRAFT DAMPER. 4"1V DUCT LENGTH 15
SHALL BE LE55 THAN 12" IN LEAST DIRECTION.
LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES
6. FRAMING HARDWARE SHALL BE SIMPSON 5TRONO-TIE OR
AS PERMITTED OR REQUIRED BY THE MANUFAGTURE'5
APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED.
INSTALLATION INSTRUCTIONS MUST BE APPROVED BY
7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO
BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFIGATION5)
FOUNDATION.
2. SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT
8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES
IN DWELLINGS AND RESIDENTIAL OCCUPANCIES.
VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2016
3. ALL EXHAUST DUCTS SHALL TERMINATE NOT LE55 THAN 3'
ORO SECTION 8302.11.
FROM A PROPERTY LINE OR OPEN I NG5 INTO THE BU I LD I NO.
Q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE
TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED
GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE
V1
W
COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE
IN ACCORDANCE w/ ASTMA 153. 2016 ORO SECTION R317.3.
COMP. SHINGLES o/ 15#
FELT o/ Y2" GDX OR 055.
w/ 8d'5 ® 6", 12" O.G.
R -IQ INSUL.� ,a�
MIN. 2'-0" A5V.
NAT. GRADE-
ixb TIES
1-4'-O" O.G.
i�Z_D__ . - -
SEE ROOF
SEE ROOF
FRAMING PLAN
R-38 INSUL.
5/8" GYP. BD. OR Y2"
GD. BD. ® GLC. -
Y2" GYP. BD. ®WAL
2x6 STUDS ® I6 0.
R -IQ INSUL.
SEE FDN. PLAN
5EGTI O . A-1 1/411 = 11-011
. 5HEARNALL 5GHEDULE :
SY -SOL: SHEATRNAI-L:
AS
GDX PLYWD. OR OSB
w/ 5d'S ® 6", 12" O.G.
Q !/8" GDX PLYWD. OR 058
4 w/ 8d'S ® 4", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPL I CES
3Q /8 GDX PLYWD. OR OSB
w/ 8d'S ® 3", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPLICES
2Q 5/8" GDX PLYWD. OR OSB
w/ .Dd'5 ® 2",12" O.G. w/
4x STUDS ® ADJ. PANEL
5PLIGE5
I. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYP., U.O.N.
2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED.
MITRE PORCH BEAMS
o/ 6x6 P05T 4 ATTACH
TO P05T w/ "51MP50N"
'L' STRAPS, TYP.
�=r f
6.5
0
I
STEP
6x10
To GOYR'D 0 0
l o' -O" 6'-0" � m
" PATIO �
cl' GLC. �-
GONG. SAUNA 6.2' Eij I O
4 cn
2868
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s� x�ryk 2868
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BEDROOM a' GL6. L
x0 CARPET I
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CARPET - - 5 P
F.G.
,SURFACE
U5TOM 22 "x30" TUB/5HWR MOUNTED
BUILT-IN ATTIC TANKLE55
CABINET ACCE55 I WH
2868 - -
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o2565
ug0l:
MINI SPLIT n No
HEAT PUMP
x
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_
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By:
MATER }SEATER MANDATORY FEATURE5
FEMA RE I REMENT5
DESK
j
WATER HEATING SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE
I. A BUILDING UNDER CONSTRUCTION FLOOD ELEVATION
INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS:
CERTIFICATE IS REQUIRED PRIOR TO THE FRAME INSPECTION
I. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER
4050 XO
AND A FINISHED CONSTRUCTION FLOOD ELEVATION
HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS
CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF
2. A GATEOORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE
�tipG
THE STRUCTURE. (BUTTE COUNTY CODE CHAPTER 26,
BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER
O+6
ORDINANCE # 4041)
HEATER 15 INSTALLED
Ix PORCH
X1
3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE
�
2. FLOOD ZONE AO -I
BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING
%z
MIN. HOUSE F.F. = +2.0' ABOVE NATURAL GRADE
WITHOUT PUMP A551STANCE
MIN. MECHANICAL UNITS F.F. = +I.O' ABOVE NATURAL GRADE
4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR.
Imo'
6x10
6 w/Gp.P�P
MITRE PORCH BEAMS
o/ 6x6 P05T 4 ATTACH
TO P05T w/ "51MP50N"
'L' STRAPS, TYP.
�=r f
6.5
0
I
STEP
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l o' -O" 6'-0" � m
" PATIO �
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2868
,yam ry Y2 LITE a I
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x0 CARPET I
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,SURFACE
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BUILT-IN ATTIC TANKLE55
CABINET ACCE55 I WH
2868 - -
r 7 BATH
L 'i TILE
o2565
ug0l:
MINI SPLIT n No
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x
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By:
A
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AUG 01 20171
NOTE: WINDOWS
00
M
DEVELOPMENT
TO HAVE 7 -b
SERVICES
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HD. HT., U.O.N.
81 7 IW�
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NORTt�
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FLOOR PLAN 1/4" =1'-0"
PERMIT #�7
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE � �y
141-16, 69��
Revision:
Date:
By:
A
7-31-17
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No. 212
Nib
RE 7/19
JJANDLER
1 SENGE
512
Date JUNE 2017
Scale
Drawn O5TRO\/5K I Y
Job
17-2320
Sheet
Of
THREE Sheets
1
ELECTRICAL SYMBOLS
VENTILATION REQUIREMENTS
I. KITCHEN VENTILATION:
A. THE KITCHEN SHALL HAVE AN EXHAUST FAN
w/ A MIN. VENTILATION RATE OF 100 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
W A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM
RUN w/ (2) ELBOWS OR FITTIN65).
2. BATHROOM VENTILATION:
A. EACH BATHROOM SHALL HAVE AN EXHAUST
FAN w/ A MIN. VENTILATION RATE OF 50 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
w/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM
RUN w/ (2) ELBOWS OR FITTINGS).
D. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMID15TAT CONTROL
CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50 TO aO%.
2016 06850 SECTION 4.506.
3. WHOLE - BUILDING VENTILATION:
SEE GFIR FOR WHOLE BUILDING VENTILATION
REQUIRED CFM.
ELECTRICAL NOTES:
I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH
BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER
OUTLETS.
2. ALL 15 4 20 AMP BRANCH CIRCUITS 5UPPLYIN6 OUTLETS INSTALLED IN
BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS,
CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A
COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS.
5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH GIRGUITS
EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM,
DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR
OUTLETS. SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS.
4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL
BE L15TED TAMPER RESISTANT RECEPTACLES.
5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE
SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR
EXCEEDS 161n. IN ANY DIMEN51ON SHALL NOT BE SUPPORTED BY THE
50REW SHELL OF A LAMP HOLDER PER 2016 GEC, SECTION 410.50. (a).
OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR
GEILIN6 FANS PER 2016 SECTION 314.27 (a 4 d).
6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED.
7. ALL LUMINAIRES SHALL BE JA8-2016 L15TED HIGH-EFFIGAGY.
a. ALL 6ARA6E, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY
SENSOR.
at. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS
SPECIFIED IN 2016 CEG ARTICLE 410.8.
10. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON
AND OFF SWITCH AND
I. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR
2. PHOTO CONTROL, OR
5. ASTRONOMICAL TIME CLOCK,
4. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS)
SINGLE POLE SWITCH
-}-
CLO. MTD. FIXT.
EO
$
4" GONG. SLAB o/
A 35 ®4 -011 O.G.,
CEILING FAN w/ LIGHT
$3
THREE WAY SWITCH
BASE, SEE FLOOR
RECESSED 01-6. FIXT.
n
A55 a 4 -Oil
�P.,
SEE FDN. PLAN FOR
PLAN FOR HOT. IN
RELATION TO
ROOF PLY. ibd SINKER ®
O.G., TYP.,
POST BASE TYPE
$p
DIMMER SWITCH
ROOF PLY.
U.O.N.
GEILIN6 FAN NO LIGHT
E.N.
E.N.
.- - - - -
MINI RECESSED GLC. FIXT.
p
o°pop
$D3
DIMMER/5-WAY SWITCH
NAT. GRADE
WALL MTD. FIXTURE
0
SIGNAL PUSH BUTTON
$T
TIMER SWITCH
.�_
TRACK FIXTURE
p° p GRANULAR
OR OSB w/ 5d'5
PANEL BOARD
os
VACANCY SENSOR
�}
PENDANT LIGHT
_.
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.4�
0
PUCK LIGHT
EP
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'1
=111,;,111= I''
4 SHEAR TRAN5FER
DUPLEX SPLIT WIRED
-b-
MINI SCONCE FIXTURE
12"
EXHAUST FAN
2 R -q6
I"=
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MOTION-ACTIVATEDWHOLE
HOUSE VACUUM
QUAD. RECEPT.
y(/
SECURITY L16HT
� �
CONNECTION
2 F-57
FLOOR OUTLET
��
UNDER CABINET
CM IIOv CARBON MONOXIDE
O
LIGHTING
ALARM w/ BATTERY
�D
BACKUP
Q
TV OUTLET
_
TUBE LIGHT FIXTURE
O
6F1
AUTOMATIC GARAGE
®
PHONE OUTLET
VP
SUITABLE FOR DAMP -
I-
DOOR OPENER L15TED IN
j
LOCATION
�- -
ACCORDANCE w/ UL 525,
e
TV/PHONE OUTLET
-}-
FUEL 6A5 OUTLET
w/ 6F1 OUTLET
I.
ALL LUMINAIRES SHALL BE JA8-2016 LISTED HIGH -EFFICACY.
PFANDLER
2.
ALL EXTERIOR L16HTIN6 FIXTURES
SHALL BE "SUITABLE FOR DAMP LOCATIONS"
VENTILATION REQUIREMENTS
I. KITCHEN VENTILATION:
A. THE KITCHEN SHALL HAVE AN EXHAUST FAN
w/ A MIN. VENTILATION RATE OF 100 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
W A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM
RUN w/ (2) ELBOWS OR FITTIN65).
2. BATHROOM VENTILATION:
A. EACH BATHROOM SHALL HAVE AN EXHAUST
FAN w/ A MIN. VENTILATION RATE OF 50 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
w/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM
RUN w/ (2) ELBOWS OR FITTINGS).
D. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMID15TAT CONTROL
CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50 TO aO%.
2016 06850 SECTION 4.506.
3. WHOLE - BUILDING VENTILATION:
SEE GFIR FOR WHOLE BUILDING VENTILATION
REQUIRED CFM.
ELECTRICAL NOTES:
I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH
BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER
OUTLETS.
2. ALL 15 4 20 AMP BRANCH CIRCUITS 5UPPLYIN6 OUTLETS INSTALLED IN
BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS,
CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A
COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS.
5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH GIRGUITS
EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM,
DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR
OUTLETS. SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS.
4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL
BE L15TED TAMPER RESISTANT RECEPTACLES.
5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE
SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR
EXCEEDS 161n. IN ANY DIMEN51ON SHALL NOT BE SUPPORTED BY THE
50REW SHELL OF A LAMP HOLDER PER 2016 GEC, SECTION 410.50. (a).
OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR
GEILIN6 FANS PER 2016 SECTION 314.27 (a 4 d).
6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED.
7. ALL LUMINAIRES SHALL BE JA8-2016 L15TED HIGH-EFFIGAGY.
a. ALL 6ARA6E, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY
SENSOR.
at. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS
SPECIFIED IN 2016 CEG ARTICLE 410.8.
10. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON
AND OFF SWITCH AND
I. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR
2. PHOTO CONTROL, OR
5. ASTRONOMICAL TIME CLOCK,
4. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS)
T T
I �
SAUNA CONFIRM OUTLET
w/ OWNER. D
220 V. 220 V.
i
I
TO (2) EXT. MOTI O I
SENSOR LIGHTS L
BEDROOM
A/C UNIT
I< ILE i
L - i
MINI SPLIT
WP/ - - -
6F I HEAT PUMP
6F1
EV RACEWAY \ • - - 1
CABINET. SEE REF.
GAL6REEN -
RESIDENTIAL
MANDATORY
D I N T NC
MEASURES, 4.106.4.1 L
FOR ELECTRIC KITG�tEN 6F1=
VEH I CLE GHAR61 N6 DW=
RED'S.
E-�
/ 6F
200 AMP.,
5 -WIRE ELEC. L I V I NC
MAIN w/ %�
If
PANE
BREAKER I /1-1 I �I
D
i
i COVERED
PORCH
(4) PLUG CUSTOM
WALL OUTLET 24"
ABV. F.F.. CONFIRM
w/ OWNER.
Pi
2x6 50LID
BLK6.
5/8" GDX. PLYWD.
OR OSS w/ Sd'S
a 6",12" O.G.
SHEARPLY. PE
FLOOR PLANS
R-45
6F1
-CUSTOM OUTLET IN
MEDICINE GAB.
CONFIRM w/ OWNER.
I
ELECTRICAL PLAN 1/4" = 1'-0"
Ibd SINKER
05110.0.
E.N
SHEAR TRANSFER
I" = I'-0
ROOF NOTES
I. ROOF FRAMING SHALL BE:
2x6 RAFTERS a 2'-O" O.G. w/ 2x8 HIPS,
VALLEYS 4 RIDGES TYP. U.O.N.
2. ROOF PITCH SHALL BE:
6:12, TVP.
5. ROOF O.H. SHALL BE:
2'-O" a ALL SIDES
4. ROOF COVERING SHALL BE:
COMP. SHINGLES o/ 15# FELT o/Y2 GDX
OR 055. w/ 8d15 a 6", 12" O.G.
5. REQUIRED ATTIC, VENTILATION:
-704 / 500 = 2.55 50. FT. OF NET FREE
AREA VENTILATION REQUIRED.
• LOW VENTING: PROVIDE MIN. (4)
3Y2"x223/8" SAVE VENTS a .55 50.
FT. EACH. TOTAL LOW VENTING
PROVIDED: 1.52 50. FT. OF NET
FREE AREA.
• HIGH VENTING (LOCATED MAX. 5'
VERTICAL BELOW RIDGE):
PROVIDE 26' OF CONT. RIDGE
VENT a .125 5a. FT. PER FT.
TOTAL H16H VENTING PROVIDED:
5.25 50. FT. OF NET FREE AREA.
(4) li
a R,
TOP
ROOF FRAM INC PLAN 1/4" = 1'-0.,
w
IL
IU
W
z
tt
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SILL W/ V2 " DIA. x 12" a.b. a 6' O.G.
P.T. 12" MAX. FROM ENDS W/
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1-110 Mill
.................
own
#4 TOP 4
BOTTOM
m�
PERIMETER FOOT) NO
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STEP
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to f frr w 4 GONG. SLAB
Io/ BASE
= N 7 _
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(w/JOINTS LAPPED
I 6" MIN) o/ 4" BASE I
I
It
I
2 I
I I
PERMIT # I
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
I DATE
I I
L_ __j
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SLAB
o/ BASE
2
O 7
Typ. I X18„ 5a. x 12„ DP. FTG. w/ ABU66 BASE
X
OL
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u�i U�1
FOUNDATION PLAN 1/4" = 1'-0"
Revision:
Date:
By:
0
EO
4" GONG. SLAB o/
A 35 ®4 -011 O.G.,
NON
POST, SEE FLR. PLAN
BASE, SEE FLOOR
TVU.O.N.
n
A55 a 4 -Oil
�P.,
SEE FDN. PLAN FOR
PLAN FOR HOT. IN
RELATION TO
ROOF PLY. ibd SINKER ®
O.G., TYP.,
POST BASE TYPE
FINISH FLOOR.
8" O.G.
ROOF PLY.
U.O.N.
4 a 4'-O" O.G.
E.N.
E.N.
.- - - - -
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CABINET. SEE REF.
GAL6REEN -
RESIDENTIAL
MANDATORY
D I N T NC
MEASURES, 4.106.4.1 L
FOR ELECTRIC KITG�tEN 6F1=
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a 6",12" O.G.
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FLOOR PLANS
R-45
6F1
-CUSTOM OUTLET IN
MEDICINE GAB.
CONFIRM w/ OWNER.
I
ELECTRICAL PLAN 1/4" = 1'-0"
Ibd SINKER
05110.0.
E.N
SHEAR TRANSFER
I" = I'-0
ROOF NOTES
I. ROOF FRAMING SHALL BE:
2x6 RAFTERS a 2'-O" O.G. w/ 2x8 HIPS,
VALLEYS 4 RIDGES TYP. U.O.N.
2. ROOF PITCH SHALL BE:
6:12, TVP.
5. ROOF O.H. SHALL BE:
2'-O" a ALL SIDES
4. ROOF COVERING SHALL BE:
COMP. SHINGLES o/ 15# FELT o/Y2 GDX
OR 055. w/ 8d15 a 6", 12" O.G.
5. REQUIRED ATTIC, VENTILATION:
-704 / 500 = 2.55 50. FT. OF NET FREE
AREA VENTILATION REQUIRED.
• LOW VENTING: PROVIDE MIN. (4)
3Y2"x223/8" SAVE VENTS a .55 50.
FT. EACH. TOTAL LOW VENTING
PROVIDED: 1.52 50. FT. OF NET
FREE AREA.
• HIGH VENTING (LOCATED MAX. 5'
VERTICAL BELOW RIDGE):
PROVIDE 26' OF CONT. RIDGE
VENT a .125 5a. FT. PER FT.
TOTAL H16H VENTING PROVIDED:
5.25 50. FT. OF NET FREE AREA.
(4) li
a R,
TOP
ROOF FRAM INC PLAN 1/4" = 1'-0.,
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PERMIT # I
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
I DATE
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Revision:
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No. 2 83
Nib
RE /19
PFANDLER
RED 1 SENGE
512
Date JUNE 2017
Scale
Drawn O5TR0 Y 5KIY
Job
I�-2320
Sheet
Of THREE Sheets
0
e2016 Low -Rise Residential Mandatory Measures Summary
L= Low4,'.-,e residenfal buildrigs su4ect to the Energy Standards most comply vl4th all applicable mandatorymeastres, regirdles3 of the compliano-, approach
used. Re i4ew t,erespedve sev,# on for more infon. afon. *Exceptions may apply,
f0m-inpl MrX)l F�)
. .1 I
Building Envelope Measures:
§ 110 6(a)l:
Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0,3cfrrVft' or less when tested per
space must have a hole for the placement of a static pressure probe (HSPP), or a joemnanentlyinstalled static pressure probe (PSPP) in the
NFRC-400orASTME283orAA�"DMAICSA101A.S.2/A440-2011.*
"R 110 6(a)5.
Labeling. Fenelrdim produ1s must have a label meeting the, r��.ql,riremenls of§ 10-111 1 (a)
§ 11110,6�):
Field fabrIc2ted exterior doors and fenestration prodLicts must use U -factors and solar heat gain coefficient (SHGC) values from TABLES
*
Reference Residenlial AppendiX RAaa This applies to both single zone central forced air systems and every zone fm zonally controlledicentrai
11106-A and 11 0 6-8 for curpliance and Must be Caulked andlorweatherstripped
§ I lo.7.
Air Leakage. Al joints, penetrations, and other openings inthe bulding envelope that are potential sources of air lealage must be: Cadked,
Venfilation for Indoor AlrQuallty. At dwelling units must meet the requirements of ASHRAE Slarniard 622. Neither window operation nor
qasketpd, or weather stri pped
§ 1 10 8(a).
Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material
§ I 10.8(d�
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated perthe requirements of § 110,8(gj)�
§ I 10,801 �
Roofing Products Solar Reflectanoe and Thermal EmiltanceL The thermal emillarr-e end aged solar reflectance values of the noofing
testing, in accordance with Reference Residential Appendrx W7.
material must meet the requirements of � I 10.8(i) when thie installation of a cool roof is specified on the CF1 R,
§ 1 10.8 @:
Radiant Barrier. A radant barrier must have an errittance of 0.05 or less and be certified to tlie, Department of Comumer Affairs.
I
§ 110.4 (a) �
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling or the weighted average U -factor must rnt exceed 0 043,
Water piping and cooling system line Insulation. Pipe forcooling system lines must be insulated as specified m§ 150.00)2A Distribution
Minimum R-19 orweighledaverage 1-1-facinr of 0 0.54 or less in a rafter roof alteration Pitica,c.essdor.)r-�rrusthaiep,,rmanc�r4ly�lta-,hed
§ 150.0(6)�
insulation using adhesive or mechanical fasteners, The attic access must be gaskeled to prevent air leakage. Insulation must be installed in
§ 1104M1:
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110 7, including blut not limited
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by
to owing insulation either above or below the roof deck or on top of a drywall ceiling'
�
§ 150,0(lo)�
Loose -fill Insulation Loosefill insulation must meet the manurfaclurer's required density forthe labeled R -value.
cause degradation of the mAerial.
Wall Insulation. MinimiLim R-13 insulation in2A inch wood framingwall or have a U-ifactor of 0.102 or less (R-19 in Mior U -factor of 0.074 or
§ 150,0(c):
less), Opaque non -framed assemblies must have an overall assembly U -factor not exceeding 0 1OZ equvalent to an installed value of R-13 in a
§ 1110.5
wood framed assembly.*
§ 150.0g.
Raised -floor Insularion. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.*
§ 15D.Oft
Slab Edge Insulation. Slab edge insulation must meet all of thefollowng have awater absorption rate, for the insulation material alone without
Lighting Measures:
faci rigs, no nreater than 0.3% have a water vapor permeance no great er than 2 0 permlinch� be protected from phys;c�al damage and UV light
�
Lighting Controls and Components. At lighting control devic Ps and systems, ballasts, and lurronaires must meet the applicable requirements
-
deterioration, and, when ind�led as pad of a heated slab floor, meet the requirements of § 1 10,8(J,
I
of § 1 10.9
Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class 11 vapor retarder, This
§ 150,0(41:
requirement also applies toco-trolledverlilatirn crawl space for louldings complyin.9 with the eception to� 150 0(d_1
� ;
- -
,_v Commission according to Refererre Joint Appendix JA8.
be certified to the Energ
Vapor Retarder. In ClimateZones 14 and 16, a Class I or Class If vapor retarder must be installed on the conditiore d space side of ali
§ 150.0(J2.
insulation in all exteriorwalls. vented attics. and urrvented attics v6th air -permeable insulation
§ 150.0(4�
Fenestration Products. Fenestration, including skylights, separalirg condtioned space from urrm:10honed Spa7e Or Odd,)ors MUst have a
*
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
maximt.im U -factor of -0 58- or the weiqhled averaqe U -factor of all fenestration musl not exceed 058
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 150.0(e)IA
Closable Doors. Masonry orfactory-built fireplaces must have aclosable metal or glass doorcovering the entireopering of the fire.bcr,,.
� �
§ 150,0 (6)1 8:
Combustion Intake Masonry or factory-buitt fireplaces must have acombustion outside air intake, which is at least six squareiriches in area
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and dagnostic testing
and is equippedwith a readiki accessible, operable, and tic
� ght-fitting damper orcombi-dion-aircontrol device,*
§ 150.0 (e) I C.
FlueDamper. Masonry orfertory-built fireplaces must have aflUedamper witha readily accessible control.* .
§ 150 0 (e)2
PilotLight Continuous burning pilot lights andthe use of indoorairfor cooling a fireboxiacket, whenthat indoor arisvented tothe outsideof
meets the requirements of UL 723 If mastic or tape is used to seal openings greater than% inch, the combination of mastic and either mesh or
the buldno. are prohibited
.
Space Conditioning, Water Heating, and Plumbing System Measures:
§ I *0-§ 110.3�
Certification. Heating, ventilation and airconditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other reqUaled
bv vacancy sensors,
appl iarres must be certified by the manufacturer t o, the E ner,cy Commi ssion.*
§ 1102 (a) �
HVAC Effief ency. Equi Ment must meet the a pplicabl e efficiency re quirements i n TABLE 1 10 2-A through TABLE I 10 2- K.*
raist meet the applicable rpciurements of § 150 0(k) *
Controls for Heat P umps with Supplementa ry E ledric Rest stance Heaters. Heat pumps with supplement ary el ect ric resistarr. e he at ers
§ 1 10.2 (b).
must have controls that prevent supplementay heater operation,when the heating load can be met by the heat pump aforle, and in which the
with Reference Joirt Appendix JAB. Installed lamrs must be marked with',14,8-2011 6' or 'JAP-2016-F as specified in Reference Joint Appendix
cut -on temperature forcompression heating is higher ftnthe CLI -on temperature for supplementary heating and the cut-off temper -d, ire for
�
LIAR *
compression heating is higher than the cut-off temperature for supplementary heating.*
§ 110.2(c)�
Thermostats. All unitary heating or cooling systems not controlled by acentral energy maro gement control system (EMCS) must have a
Interior Switches and Controls. At forward phase cut climmers used with LED light sources must comply with NEMA SSL7A
setback thermostat.*
Interior Sviltches and Controls. Exhaust fans must be switched separately from lighting systems.*
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving, Multiple dweling Ln;!s must
§ 110.3(c)5
meet the air release valve, ber.kflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of §
Interior Switches and Controls. Controls and equipment must be installed in ac�cordance with Mant.11'XILirer's instrLctions
1103(c)5-
§ 110.3(c)7
Isolation Valves. Inslartanpow,water heaters with an input rating greater than 6.6 kBTU1hr (2kW) mu-,th&eisolal,iro,v,lveswthlir,s.e bibbs
- -
Interior Switches and Controls. Lighting controls must comply witlithe applicable requirements of § 110.9.
orotherfiltnlTs on both cold,vater and hol,water lines of water heating systems to altcwfor wafer tank flushinq when theval,ves areclosed. -
§ 1105
Pilot Lights. Conti ruously burning pilot I ighis are prohibiledfornalural ga& fan -type central furnaces, household cook.ing appliamps (appli-
functions, as a dirriner according to § 110.9, meets the Installation Gertifictle requirements of§ IX 4, meets the ENVCS requiremerits of §
ances�A001.11 an electrical supply volta.ge correcti on,ovith 0 lot light s that consume I ess than 1 50 Btu1hr are exempt): andpool and spa heaters'
130,5(0: and meets all ott-w_�r requirements in � 150%)2.
Building Cooling and Heating Loads. Heating andlor cooling loads arecalculatedin mr,ordancewthASHRAE Handbook., Equipment
§ 150,0(h)l:
Vdurne, Applications Volume, and FuidamentAs Volume; SMACNA Residential Comfod System Installation Standards Manual, orA,CCA
I
following it fun1ions a-, a vacancy sensor according to § 110.9, the Installation Certificate requirements of § 130 4� the EMCS requirements of §
1
Manual J usinil design conclitions specified in § 1,T.O(h)2. -
�
&t I
.
, 1,
I
� ,0
_4 2016 Low -Rise Residential Mandatory Measures Summary
eA 2016 Low -Rise Residential Mandatory Measures Summary
§ 15D.0(43A
Duct System Sizing and Alr Filter Grille Sizing. Space conditioning systems that use forced air ducts 10 supply cooling to an OX.Llpiable
I
space must have a hole for the placement of a static pressure probe (HSPP), or a joemnanentlyinstalled static pressure probe (PSPP) in the
§ 150 O(N 13.
supply plenum, The space conditioning system must also demon-Ircleaitflow a :130 CFMI per ton of nominal cooling capacity through the, return
0trildkior czwpet zidhe�;i,,xn
grilles, arid an air -handling unit fan efficacy:s 0 58 WICFM as confirmed by field verification and diagnostic testing in em,ordancewith
§ 150.0@11
Reference Residenlial AppendiX RAaa This applies to both single zone central forced air systems and every zone fm zonally controlledicentrai
Rubb,x I'Llgr adhesiW5
forced air systems.*
§ 150.0�)3A
Venfilation for Indoor AlrQuallty. At dwelling units must meet the requirements of ASHRAE Slarniard 622. Neither window operation nor
1 §150.0(o):
corlinuoLn operation of central forced air system air handlers used in central fal integrated ventilation systems are permissible methods of
§ 1K0@2A
providing whole -building ventilation.
,
.vc,,r
arid pan(l a,dhQ,.,i,wcs
Field Verification and Diagnostic Testing. Whole-buildingvertilation airflow must beconfirmed through field verification and diagnostic
�
§ I 50.0 (o) I A
testing, in accordance with Reference Residential Appendrx W7.
Pool and Spa Systems and Equipment Measures: '
Water piping and cooling system line insulation. Al domestic hot water pipes that are buried below grade must be installed in awater proof
Certification by Manufacturers. Any pool orspa heating system orequipment must becerlified to have all of the folir-wing athermaiefficiency
§ 110.4 (a) �
that complies with the Appliance Efficiency Regulations; an on-off svAtch mounted outside of the- heater that allows shutting off the heater
Water piping and cooling system line Insulation. Pipe forcooling system lines must be insulated as specified m§ 150.00)2A Distribution
without adjusting the thermostat setting a permanent weatherproof plate orcard wt h operating instructions; and must not use electric
pipinq for steam and hydronic. heating systems or hot water systems must meet the requirements in TABLE 120.3-A'
resistance '-paling,'
§ 1104M1:
Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filler and the ti�eater, or deckcatted
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by
suction and return lines, or built-in or built -Lip connections to allow for future solar heating.
§ 1 10A (b)2:
Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
cause degradation of the mAerial.
Directional inlets and time switchesfor pools. Pools must have directional inlets that adequately mix the pool wate� anda time switch that
§ 1104�,)3.
A -ill allow all pumps to be set or prograrnmed to run only during off-peak electric derriand periods. I -
§ 1110.5
Pilot Light. Natural gas pool and spa heaters MUS4 not have a continuously burring pilot light.
Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following a
Pool Systems and Equipment Installation. Residential pool systems or ecpilorrie,lit must meet the specified requirements for pump sizing flow
r,o ,
§ 1 , 0 (p):
rate, piping fi It efs, aid valves.* I
Lighting Measures:
§ 1 10.9.
Lighting Controls and Components. At lighting control devic Ps and systems, ballasts, and lurronaires must meet the applicable requirements
-
§ 150.0(n)2:
I
of § 1 10.9
_
§ 150.0(n)3.
�
ghtsouricefc(complia e
JAB High Efficacy Light Sources. To qualify as a JA8 high efficacy tic no vvith § 150 O�), a residential light source must
§ 110.9(e):
- -
,_v Commission according to Refererre Joint Appendix JA8.
be certified to the Energ
§ 150,0(�IA
Luminaire Efficacy. At installed luminaires must be high efficacy in accorclance*th TABLE 1500-A.
Ducts. Insulation installed on an existing spacee-conditioning duct must comply with § 604.0 of the California Mechanical Code (CIVIC). If a
Blank Electrical Boxes. The numberof electrical boxes that are more then 5feet abovethe finishedfloor and do not conlaina luminare cc
§ 150.0N1 R
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
CMC Compliance All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC
fan speed conitrol.
§§ 601,0, 6D2_Q 603 0, 604-0, 605.0 and ANSI/SMACNA-00&2006 WAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
_
Recessed Downlight Luminaires In Ceilings. Luminaires recessed into ceilings must meet oil of the requirements for insulation con! act (IC)
§ 150,0p C.
labeling, air leakage�, sealim., maintenance and socket and light, source as described in § 150,0(k) I C A JAB -20`16-E light source rated for
- ,
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and dagnostic testing
eleval(� temperature must t� inst illed final inspection in all recessed clownli!tt luminaires in ce. ilincls
§ I 150.0 (� I D:
Electronic Ballasts. Ballasts for fluorescent lamps rated 13watts or greater must be electronic and must have an 01,11PUt frequency no less than
mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 18 IA, or UL 181 B or aerosol sealant that
20 kHz.
meets the requirements of UL 723 If mastic or tape is used to seal openings greater than% inch, the combination of mastic and either mesh or
Night Lights. Permanently installed night lights aid night lights integral to installed lurninalres or exhaust fans must be rated to consume no
§ `IKO(k) 1 E�
more than 5 watts of power per lur�naire or exhaust fan as determined in accordance with § 130,0(c). Night lights do not need to be controlled
I
sheet metal, duct board or flexible duct must not be used forconveying conditioned air. Building cavities and support platforms may conlain
bv vacancy sensors,
ducts, Ducts installed in cavities and support platforms must not be compressed to cause reduct ions in the cross- sectional area of the ducts.'
Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
§ 150.ON1 F.
raist meet the applicable rpciurements of § 150 0(k) *
connections, and closures. joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
Screw based luminaires. Screw based lurninaires must not be recesspd clownlight luminaires in ceilings and must contain larTs trial comply
§ 15H (� 1 G�
with Reference Joirt Appendix JAB. Installed lamrs must be marked with',14,8-2011 6' or 'JAP-2016-F as specified in Reference Joint Appendix
Field -Fabricated Duct Systems. Field-fabricaled dirtsystems mint rnmply vAhapplicahle recliliremerds for pre.,;�irf,-�(-n,qitivet-,ipe.9,
LIAR *
§ 1500�)111�
E nclosed Luminaires. Li ght sources inst at led i n end osed I umi naires must be JA8 compli ant and must be marked wit h 'JAB -V2 6-E ,
§ 150,0N2A
Interior Switches and Controls. At forward phase cut climmers used with LED light sources must comply with NEMA SSL7A
§ 15D.ONM
Interior Sviltches and Controls. Exhaust fans must be switched separately from lighting systems.*
§ 150.0N2C-
Interior Switches and Controls. Lurninaires must be switched with readily accessible controls that permit the lumine.,res to be monually
switched ON and OFF.
§ 150 0(1�2D:
Interior Switches and Controls. Controls and equipment must be installed in ac�cordance with Mant.11'XILirer's instrLctions
§ 1 5O.ON2E.
Interior Switches and Controls. No control must bypass a dirnmer orvacarcy sensor function ifthe control is installed to comply with
§ 150 ON.
§ 15H(k)2F:
- -
Interior Switches and Controls. Lighting controls must comply witlithe applicable requirements of § 110.9.
plastic cover. Cellular foam insulation must be protected as above or paintedwith a coating that is water retardant and provides shielding from
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with chmmer requirements if it
§ 1 60, 0 M -2G.
functions, as a dirriner according to § 110.9, meets the Installation Gertifictle requirements of§ IX 4, meets the ENVCS requiremerits of §
Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and ouler vapor bamer.
130,5(0: and meets all ott-w_�r requirements in � 150%)2.
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
Interior Switches and Controls. An EPACS may be used to comply with vacancy sensor reqiiremeNs in § 15D 0(k) it it meets all of the
§ I 55&0(V)2H,
following it fun1ions a-, a vacancy sensor according to § 110.9, the Installation Certificate requirements of § 130 4� the EMCS requirements of §
1
accordance with § 150.0(m) 1 1 and Reference Residential Appendix RA3.
130.5(0� and all other requirements in § 150.0t�)2
-
Interior Switches and Controls. A multiscene programmable controller may be wed to comply with dimmer requirements in § 1YJ,0(k) if it
,
§ 1150.0(k)21�
provides the functionality of a dimmer accordingto § 110.9, and complies with all other applicable requirements in § 150 0(k)2.
eA 2016 Low -Rise Residential Mandatory Measures Summary
§ 15D.0(43A
Clearances. Installed arconclitioner and heat pump outdoor condensing units must have aclearance of at least 5 feet from the outlet of any
I
dryer vent.
§ 150.0(N3B:
Liquid Line Drier. Installed air conditioner and heal pump systems must be equipped with liquid line filter driers if required, as specified by
0trildkior czwpet zidhe�;i,,xn
manufactLWs instructions
§ 150.0@11
Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar waler-heali rig systems, must have
Rubb,x I'Llgr adhesiW5
R-12 external insdalion or P-16 internal insulation where the internal insulation R -value is indicated onthe exterior of thetank.
§ 150.0�)3A
Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unbuied, all of the following must
Ceir-arnic tilt�- adhosi,�vs
be insulated according to the requirements of TABLE 120.3-A the first 5 feet of hot and coldwater pipes from the storage tai* all piping with a
I _
§ 1K0@2A
nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system regardless of the pipe cliameter,-
.vc,,r
arid pan(l a,dhQ,.,i,wcs
piping from the heating sou*ce to storagetank or between tanks; piping buned below grade, and all hot walerpipes from the heating some to
§ 150%)3R
kitchen fixtures.*
§ 150,0@2R
Water piping and cooling system line insulation. Al domestic hot water pipes that are buried below grade must be installed in awater proof
§ 150.0(k)3C:
and non-crushahle casing or sleeve.'
§ 150.0@2C:
Water piping and cooling system line Insulation. Pipe forcooling system lines must be insulated as specified m§ 150.00)2A Distribution
§ 150.0(k)3D:
pipinq for steam and hydronic. heating systems or hot water systems must meet the requirements in TABLE 120.3-A'
§ 150.00)3
Insulation Protection. Insuilalion must be protectedfrom damage, including ftl due to sunlight, moisture, equipment maintenance, and wind
§ 1150.0(k.)4i
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by
§ 150.0@3A
alurnirim, sheet metal, paintedcanvas, or plastic cover. Thecover must be water retardant and provide shielding from solar raciation that can
§ 15D.O(k)5.
cause degradation of the mAerial.
§ 150.0@3R
Insulation Protection. Insuldion covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
Adli��ive prin-N-n for plasi i c
Class I or Class 11 vapor retarder.
§ 150.0(k,)6A
Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following a
§ 150.0(n)l:
120V electrical rec�eptacle withn3 feet of the water heater, a Category Ill or IVvent, or a Type B vert with straight pipe between the outside
Stfuctiural wk- . ti-bJ rnerinberadhesi,.�e
I .
termination and the space viliele the water heater is installed, a condensate drain that is no more than2 inches higherthan the base of the
Top and Lfi m adhe-,ive
water heater, and allows natural draining without pump assistance, and a gas Supply line with a capacity of at least 2DO,000 BtJhr.
�
§ 150.0(n)2:
Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c.)5. .
_
§ 150.0(n)3.
Solar Water -heating Systems. Sdarwater-heating systems and collectors must be cedified and rated lov the Solar Rating and Certification
.
Pla-_�tic R,tarns
Corporation (0,RCC) or by a listing,aleray that is approved by the Executive Director.
Ducts and Fans Measures:
§ 1 *8(43.
Ducts. Insulation installed on an existing spacee-conditioning duct must comply with § 604.0 of the California Mechanical Code (CIVIC). If a
§ 1 10.10(a)l:
contractor installs the insulation, the contractor must cedify to the customer, in writinq that the insulation meets this requirement.
. W -
CMC Compliance All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC
§ I 10.10(a)2
§§ 601,0, 6D2_Q 603 0, 604-0, 605.0 and ANSI/SMACNA-00&2006 WAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
Mag,flkNiN1cVfnk'nl CrxlfiflL,�
of supply -air and retur"r ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.Q or
0
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and dagnostic testing
§ 150.0(m) 1 �
(RA3.143.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened Openings must be sealed with
M e L) I 1 i,!, f , i ;., in e I ., I I CA &) a t i A � g �
mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 18 IA, or UL 181 B or aerosol sealant that
§ 1 10.10(b)l �
meets the requirements of UL 723 If mastic or tape is used to seal openings greater than% inch, the combination of mastic and either mesh or
,
2-9#3
tape must be used. Building ca,vities, support 0alformis for ar handlers, and plenums designed or constructed with mat erials other than sealed
Pretreatrick'ni. wish Primers
I
sheet metal, duct board or flexible duct must not be used forconveying conditioned air. Building cavities and support platforms may conlain
ducts, Ducts installed in cavities and support platforms must not be compressed to cause reduct ions in the cross- sectional area of the ducts.'
I 010
FactoryLlFabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction,
§ 15D 0(m)2
connections, and closures. joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
�. I 1 0. 1 0 (b)3A:
tapes unless such tar�e is used in combination with mastic and draw bands.
§ 150.0(m)3�
Field -Fabricated Duct Systems. Field-fabricaled dirtsystems mint rnmply vAhapplicahle recliliremerds for pre.,;�irf,-�(-n,qitivet-,ipe.9,
--mounted
mastics, sealants, and other requirements specified forduct construction.
§ 150.0(m)7.
Backdraft Dampers. All fan systems that exchange air betweenthe conditioned space and the outside of the building must have backdraft or
0)�
automatic dampers
§ 150,0(mp
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
11,
-,i 0 H
* No. 2 83 *
manually operated dampers in all openin,gs to the outside, except combustion inlet and Outlet air openin,gs and elevator shaft vents.
39)
Protection of Insulation. insulation must be protected from damage, inctudingthat due to sunlight, Moisture, equipment maintenarce, and
§ 150 O(M)9:
I
wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminurri, sheet metal, painted canvas, or
plastic cover. Cellular foam insulation must be protected as above or paintedwith a coating that is water retardant and provides shielding from
490
solar radi ati on.
§ 150,0(m) 10:
Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and ouler vapor bamer.
§ I 10.10(e)l:
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
§ 150.0 (m) 1 1 �
oGcupiable space, the duct ss must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
§ I 10 10(e)2:
accordance with § 150.0(m) 1 1 and Reference Residential Appendix RA3.
Drawn
Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 1 0 feet in length and through a thermal
§ 150 0 (m) 12:
conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,
I
pressure drop, and labeling requirements of § 150.0(ni)12.
I
,,, fill, I
I nft�, I_
A��"A' 2016 Low -Rise Residential Mandatory Measures Summary
§ 150.0(k)2J
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one lumlinaire in each of these spaces must
I nl_� -t-j ir carrt-1 a ,I It e siw s
be controlled by a vacancy sensor.
§ 150D(k)2K:
Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with
0trildkior czwpet zidhe�;i,,xn
Refererre Joint Appendix JM, e.XCep! luminaires in closets less than 10 square feet and luminaires in hallways.*
§ 150.0(k)2L
Interior Switches and Controls. Unclercabinet lighting must be switched separately from other lighting systems.
Rubb,x I'Llgr adhesiW5
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or to other
§ 150.0�)3A
buildrigs on the same lot, must meet the requirement in item 1� 150%)3Ai (ON and OFF switch) and the rea ' urements in either item
Ceir-arnic tilt�- adhosi,�vs
§ 1500(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time dock, or
and as phal t I He- ad he sKv-s
EMCS). .
.vc,,r
arid pan(l a,dhQ,.,i,wcs
Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighlingfor private patios, entrances, balconies,
§ 150%)3R
and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with
N -Tu Iti pm rrk-,y,e construction adhL--;ivk-,-,
either� 150.0N3A orwith ihe applicable requirements in §§ 110.9, 130 0. 130.2, 1304, 140 7 and 141.0.
, _
§ 150.0(k)3C:
Residential Outdoor Lighting. For low-rise residential buildrigs withfour or more dwelling units, outdoor lighting not regulated by
Sin -zloi�-Ptv rcof in embrair. Wll,k�sivcs
§ 150.0(k)3B or � 1500(k)3D must complywith the applicable requirements in §§ 110 9, 130,0. 130 2, 130.4, 140 7 and 141.0.
_ __
§ 150.0(k)3D:
Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carpods with a total of eight or more
SPECIAILTY APPLICATIONS
vehicles per site must comply with the applicable requirements in&§ 110.9,130.Q 130 2,130.4, 140.7, and 141.0.
§ 1150.0(k.)4i
Internally illuminated address signs. Internally illuminated address signs must comply willh§ 140.81 or must consume no more than 5 watts of
CP'V C W el d i n!!
power as determined according to ,§ 130.01c)
§ 15D.O(k)5.
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply withthe '
PI astic co ment woldi nu
applicable requirements for nonresidential garages in §§ 110.9,130 0, 130 1, 130.4,140.6, and 141.0.
�
Adli��ive prin-N-n for plasi i c
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
§ 150.0(k,)6A
common area in a single building equals 20 percent or less ot thetloor area, permanently installed lightingtor the intenorcommon areas in that
Swinj fmnA30 mntact vlhf��ivio
buildinq must be high efficacy luminaires and contrcAled by an occupant sensor.
_
Stfuctiural wk- . ti-bJ rnerinberadhesi,.�e
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
Top and Lfi m adhe-,ive
common area in a single building equals morethan 20 percent of thefloor area, permanently installed lighting in that building must
§ 150�0(k)613i
i. Comply vvith the applicable requrements in §§ 110.9,130.0, 130.1, 140.6 and 141.Q and
�% T,� od vi ro J I
ii. Lighting installed in corridors and stairwells must becontrolled by occupant sensors that reduce the lighting power in each space by at least
Pla-_�tic R,tarns
50 percent The occupant sprisors must be capable of turning the light fully on and off from all designed paths of ingress and eqress.
Solar Ready Buildings:
5')
SingleFamily Residences. Single family residences located in subdivisions with ten or more Single family residences and where the
§ 1 10.10(a)l:
application for a tentative subdivision map forthe residerres has been deemed complete by the erforcement agency must comply with the
. W -
reqUirem rtsof§110.10(L),)t�fou,gh§110.10(e)
§ I 10.10(a)2
Low-rise Multi-farilidly Buildings. Low-rise multi -family buildings must comply vAth the requirements of § I 10.10(b) through § 1 10. 10(d).
Mag,flkNiN1cVfnk'nl CrxlfiflL,�
Minimum Area. The snIarzone Must have a minimum total arera as described below. The solarzone must comply with access, pathway, smoke
0
ventilation, and spacing requirements as specified inTitle 24, Pad 9 or other Parts of Title24 or in any requirements adopted by a local
I (01
jurisdiction. The solarzone total area must be comprised of areas that have no dimension less than5 feet and are no less than EO square feet
M e L) I 1 i,!, f , i ;., in e I ., I I CA &) a t i A � g �
each for buildings with roof areas less than or equal to 1QOOO square feet or no less than 160 square feet each for buildings with roof areas
§ 1 10.10(b)l �
greater than 10,000 square feet
,
2-9#3
For singlefamily reside�rress the, solarzone must be located on the roof or overhang of the building and have atot at area no less than 250
Pretreatrick'ni. wish Primers
square feet. For lownse multi -family buildings the solar zone must be located onthe 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 witlithe building project, and have a total area no less
I 010
than 15 percent of the total roof area of the building excluding any skylight area *
§ I 10.10(b)2
Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 1 10 degrees and 270 degrees of true north.
�. I 1 0. 1 0 (b)3A:
Shad ing. T he solar zone mu st not c ontain any ob struct ions, i ncl ud i rig but not Ii mited t o: vent s, ch mneys, architectural features, an d roof
*
2 5V)
eciLiplien!
--mounted
Shading. Pny obstruction located on the roof or any other pad of the building that projects above a solarzone must be located at least twice the
§ I 10.10(b)3B:
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction andthe horizontal projection of
0)�
the nearest point of the solar zone, measured inthe vertical jolane.* ,
§ 1 110.10(b)4�
Structural Design Loads on Construction Documents. For areas of the roof designated as solarzone, the structural design loads for roof
11,
-,i 0 H
* No. 2 83 *
dead load and roof live load rriust be clearly indicated on the construction documents.
39)
Interconnection Pathways. Theconstnxtion &cumelits must indicate: a Iccation fcq- inverters aid metering equipment ar�d a pathway for
§ 1 10.10(c)�
routing of conduit from the solarzone to the point of interconnection \With the electrical service (for single family residences the poirt of
interconnection will be the main service panel); and a patli�fvay for routing of plumbing from the solarzone to the water -heating system,
490
Documentation. Acopj of the construction documents or acomparable document indicating the information from § 1 10.10(b) through
§ I 10.10(d),
§ I 10.10(c) must be provided to the occupant
§ I 10.10(e)l:
Main Electrical ServicePanel. The main electrical service panel must have a minimum busbar rating of 200 amps.
I 000
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allowforthe installation of a double pole circuit
§ I 10 10(e)2:
breaker for a future solar electric installation. The reserved space must be: positioned at the opposite Ooad) end from the input feeder location or
Drawn
main circuit location, and permanently marked as 'For Future Solar Electric'. I
2016 CALGreen Residential Mandatory Measures I
Planning and Design
4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of
soil and are not part of a larger common plan of development shall manage storm water
drainage during construction.
4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and
drainage system will manage all surface water flows to keep water from entering building.
Exception: Additions or alterations not altering the drainage path.
4.106.4.1 - Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed
raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not
be less than trade size I (nominal 1 -inch inside diameter). The raceway shall originate at
the main service or subpanel and shall terminate into a listed cabinet, box or other
enclosure in close proximity to the proposed location of an EV charger. Raceways are
required to be continuous at enclosed, inaccessible or concealed areas and spaces. The
. service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum
dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device. The service panel or subpanel circuit directory shall
identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV
CAPABLE". The raceway termination location shall be permanently and visibly marked as
" EV CAPABLE".
Energy Efficiency
4.201.1-5.201.1 - Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel
(Section 5.201.1) building shall meet or exceed the minimum standards design required by
the California Energy Standards. Standards for residential buildings do not require
compliance with levels of minimum energy efficiency beyond those required by the 2013
California Energy Code.
Water Efficiency and Conservation
Indoor Use -
4.303.1 - Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings
shall comply with the following:
4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush.
4.303.1.27 Urinals flush volume shall not exceed 0.5 gals per flush.
4.303.1.3.1 - Single showerheads shall have a maximum flow rate of not more than 2.0 gpm.
1
4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads
and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one
shower outlet to be in operation at a time.
4.303.1.4.1 - Residential lavatory faucets maximum flow rate shall not exceed 1.2 gpm. The
minimum flow rate shall not be less than 0.8 gpm.
4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not
exceed 0.5 gpm.
4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle.
4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets
may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm.
Note: When complying faucets are unavailable, aerators or other means may be used to
achieve reduction.
4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing
Code.
Outdoor Use -
4.304.1 - Irrigation Controllers - Automatic irrigation system controllers for landscaping by
the builder and installed at the time of final inspection shall comply with the following:
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust
irrigation in response to changes in plant watering needs as weather or soil conditions
change.
2. Weather -based controllers without integral rain sensors or communication systems that
account for rainfall shall have a separate wired or wireless rain sensor which connects or
communicates with the controller(s).
Material Conservation and Resource Efficiency
4.406.1 - Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in
sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry
or a similar method acceptable to the enforcing agency to prevent passage of rodents.
4.408.1 - Construction Waste Reduction of at least 65% - A minimum of 65% of the
construction waste generated at site is diverted to recycle or salvage.
4.408.2 Construction Waste Management Plan - Submit a construction waste management
plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall
be available for examination during construction.
4.408.3 - Waste Management Company - Utilize a waste management company, approved by
the enforcing agency, which can provide verifiable documentation that diverted
construction and demolition waste materials meet the requirements in Section 4.408.1.
4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of
construction and demolition waste disposed in landfills that is equal to or less than 4 lbs
per sq. ft. of the building area.
4.408.4.1 - Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total
combined weight of construction and demolition waste disposed in landfills that is equal
to or less than 2 lbs per sq. ft. of the building area.
4.410.1 - Operation & Maintenance Manual - An operation and maintenance manual shall be
provided to the building owner or occupant.
Environmental Quality
4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type.
Any installed woodstove or pellet stove shall comply with US EPA New Source Performance
Standards (NSPS) emission limits as applicable. Woodstoves, pellet stoves, and fireplaces
shall also comply with applicable local ordinances.
4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during
Construction - Duct openings and other related air distribution component openings shall
be covered during construction.
4.504.2.1 - Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic
compounds limits. !
4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits.
4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits
for ROC and other toxic compounds.
4.504.3 - Carpet Systems - Shall be compliant with VOC limits.
4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall
comply with the VOC - emission limits defined in the Collaborative for High Performance
Schools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor
Covering Institute (RFCI) FloorScore Program.
4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and
hardwood plywood used in interior finish systems shall comply with low formaldehyde
emission standards.
4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab
on grade foundations.
4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be
checked before enclosure.
4.506.1 - Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are
provided in every bathroom.
4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized, designed, and
equipment selected using the following methods: 1. Establish heat loss and heat gain
values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA
29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to
ACCA 36-S (Manual S) or equivalent.
Installed & Special Inspection Qualifications
702.1 - HVAC system installers are trained and certified in the proper installation of HVAC
systems and equipment.
702.2 Special inspectors must be qualified and able to demonstrate competence to the
enforcing agency in the discipline in which they are inspecting.
703.1 - Documentation - Verification of compliance with the code may include construction
documents, plans, specifications, builder or installer certification, inspection reports, or
other methods of acceptable to the enforcing agency which show substantial
conformance.
TABLE U04.1
ADHESIVE VOC LIMIT"
Le�g!§ Mtge and L&§& Immot Gmnourld: In Grarm imw UtA_r
ARCHITECTU'AAL APPUCATIONS
CUPP ENT VOC LIMIT
I nl_� -t-j ir carrt-1 a ,I It e siw s
Yo I -
Carpot fad qdh,nives
Yll
0trildkior czwpet zidhe�;i,,xn
I 50
'Wood 11.v_Ting adlhesi,�e
Iro
Rubb,x I'Llgr adhesiW5
V) -
I
Suhrloof afff?,.mm
fi)
Ceir-arnic tilt�- adhosi,�vs
6 5
and as phal t I He- ad he sKv-s
-rv,)
.vc,,r
arid pan(l a,dhQ,.,i,wcs
I.K-0 -
_Dfywall
Coyz t,j:k, a dh.--:, ive5
V-)
N -Tu Iti pm rrk-,y,e construction adhL--;ivk-,-,
_X�
StructlurW- plazing adhesives
-
I (n
Sin -zloi�-Ptv rcof in embrair. Wll,k�sivcs
250
ottc�r ldtvg iw,� n ot swi I I,nal IV lig ted
50
SPECIAILTY APPLICATIONS
U @)
N
- ,6.a
0 .-
5 CU
PVC welldiw:!
1-510
CP'V C W el d i n!!
14cl'o
ABS u-eldinl��
_325
PI astic co ment woldi nu
250
Adli��ive prin-N-n for plasi i c
:550
.
Ckinixt adh cni w
K� -
Swinj fmnA30 mntact vlhf��ivio
Iro
Stfuctiural wk- . ti-bJ rnerinberadhesi,.�e
140
Top and Lfi m adhe-,ive
.11,50
SU BSTRATE SPEC] FIC A PP 1-11CATIONS
250
�% T,� od vi ro J I
-To
Pla-_�tic R,tarns
Y)l
Po ro u s in a te ri a I (e xc ep t w-xd)
5')
W,,00d
_T�
Fih-�mla_is
. W -
I . If an adhe-mvc it; u sed to hr--ind dissi millizy substi-aircs U:�gctlxar, the adtx�slve
with the hilobestNIOCcont,2rit shjlllt-� allov,%_-d.
C
2
I F,,' --,r add iticma-1 inf"nation r,var;Jirt- tnethod., to mmsu re the N'0C content
- C
spcvffieNJ in this ta,ble. so-, Scvuth Cbast Air Quality NlanaZernmt District
Rule 11116S.
TABLE 4504.2
. SEALANT VOC LINIT
Les!s Water and Less Exempt Compounds fn Grams pQr Uter
SEALANTS
CUPP ENTWOC LIMIT _
.
Anzhitoctu",
,% r -)
� " -
h1a rirw decl�
760
Notimc-nibirmc. r.-. r
3k_�Q
rkkiad�%w�
-,� _�,
� -
Si n.0,24-PFy r--x)f m ernihm r -k-
-4 Y)
(-)Ih.-,r
�
420 1
SEALANT P P IMEAS
I
Arcii iLx tur,-,A
Nonjpxous
porr)us
I
2XI
775 1
N,IejdiFk,d hiturnimu-,-
YX) I
Nia ri w de Liz
7(X) -
Other
7_50
. . TABLE 4S,04.3 I
VOC CONTENT UNITS FOR ARCRITE CTURAL COATINGS�"
Gram of �DC por Lfwr of Coating,
Lpss Water arid Less Ex@mm Com pounds
COATIP40 CATEtopy
EFFECTTVE
01120`115
EFFECTIVE
1W20 I 2
Flat onai ng -s
93
I
.
N.D.Oft-1 t md ri�_,s
I(#) .
I
?A od i u mi de ns i t v ft be rboa,ind
-1
Nkmflill-hi�h gt.*,gxowtin0,R I
ISO I
-
SPECIAL -TY COAT]UGS
I
Alu'rili Ruin) mof� co atines
400
NON
B3NmPntg1,ed3Ityc ahripic
41`10
".0
t -
in
Bilun-tinc-us.r--.i-o-fco.,ifinL,s ,
50
W Iiii*
Bilruffliflf�-Us Air.017 prirwf-�
14�3
-I-
in W
,, =
&-Afld bre aytn
� 1 350
�*
G.-Wrimu cuei,�O, C�*Vnpnll flett
11i;0
_J1_
U @)
N
- ,6.a
0 .-
5 CU
0-mcretelmasx-rify Sealers
1000
I
DAve,way walers
531
0 E
"a W
r.
*�
D7 fo? cwitjnr_,�
I 15-9
P4
N u x f i nish i rig cx.xi 6 ftp s
�
�_v
.) 3
00
M
Five resisdVe coatin,y's
3 �*O
F1'-��vf CQR!jQ;1 �
I (s)
Q�
R-m-felou') compti fids
250
-
Cyr aptiric. aa5 oNa tinps W$zfl rQ ints'i
54)
�4
ITIph Item peri tu fe coatinq�q
4120
r��
�_�
Indlistfi,al mainteri'aamewifingi
250
>,
Lin w P-�t ids, criatin gs 1,
t n
<�
Mag,flkNiN1cVfnk'nl CrxlfiflL,�
49)
0
mamiz texitue coatings
I (01
�-�
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5W
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Nfultickf1cr M-aring 5 1
,
2-9#3
�4
Pretreatrick'ni. wish Primers
4 X11
Nin -m. Walers. ard kinderwareff
I 010
I �-i
Pe acit've peneir-A rig seAm
'39)
�
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2 5V)
.
Ro,� f o_ -e ti ri j� 5
50
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1
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0)�
2.50
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�
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Stw--�-taityrfirners.seate.,maM, tla:leivoiatefs
39)
1,00
I
st-mis
290
Stow cotw_ fidarim
490
CALOREEN
swimrriiapr ff-lol Coati Ogg
34-0
Traffic m a &ifl,p,,c*ativgs
I 000
'
Tu'b afid tile reftni-gh coatirqyl
4M
Drawn
WabefT�:Iofiilg, Imenitralles
25cl
wcod confit4s
. M
. .
'k,'-,Qd ppwrvab VV V
I .;.4K1
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bac-riAl PcImm,
1 3�0
1 ___
1. C;nrns of VOC pzr li ter of coatin�. includirtgwawr and ircludin- ex.eirapt
=
comp-mrids.
2. 7h-_ sp*xified limits remain in effect unik-is revisedlimi is alire, list ed iinskibso-
quent columns'i n thic table.
3. N'alues in this table, are d,2ri ved from lhos�_- spLlcifiv d by th-, C3 Ii fbmiia .Ai r
Resources Board, Architectur3l 0o3tinns Sug-estM
0 _M � C7,ontrol Nfoasure.
F-'ebrua.ry 1, 2008. Mom 'in f6rmatioin i�.; aviil able from the Air Resc-unx,s
I
E3oard.
TAPLE 4.504.5
I FORMALDE"YDE Lit,11TS1
fhx4num Formaldehyda Emissions In Paris pQ,r Lliffion
PROODUCT .
CVRREtIT LIMIT _
Mvdwoo d ply,wood ,,cnc,,-r core
0,05
Rydww d PIYW-.%d .=P-9sitc com
01Q5
Particlebm rd
0.1r.10 -
I
?A od i u mi de ns i t v ft be rboa,ind
I 0. L I
L
Thin modiurn density fi'K76mud'
� I 0.11-11 -
I o Valucs in It i� tihic ", dzriw-J firc) in t'hoo e �,pcvifwd by the Ca liforn ii. A ir
11esources Board, Air Toxics Coontroll. kleasuse for Composite Wocid us
L,sv,�d in arceirdance with ASTNI E 1333. For additikmcd infoirmition- ,_,�_-
C'afifbmiaCode qf.Re,Ru,��visonx, Title 17, Secdons 9 3 1 20 through 931.20.12.
.1
1
2. Thri rmclium &rw,iLN ribcrtr�a rd has a ma-Ximurn thicime-ss of �/
. .M inch (8 rn rn).
I
.)ERMI,r #,
RUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
-
DATE_3_7;�'Z����By--'�Z�
NOTE: .
THE FRO,JEC.,T MANAOER OR OENERAL C.,ONTRAC,TOR
NILL E3E THE RE5f=ON5IE3LE FERSON TO C.,OLLEC.,T AND
FROVIE�)E VERIFI C-.,.,ATION OF C,ALOREEN C.,OMFLIANC.,F_ TO
THE 5UILI�)INO INSFEC.,TOR FRIOR TO BUILDINO FINAL.
I
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Revision:
Date:
By:
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RE51DENTIAL
CALOREEN
MANDATORY
ME-A5URE5
Date
2011
Scale
Drawn
Job
Sheet
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W7
Of
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