HomeMy WebLinkAbout001-022-017' Butte County. Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Pbone (530) 538-7601 Fax (530) 538-7785
AN www.buttecounty.net/dds
617— ZEv7 ANTI -ENTRAPMENT CERTIFICATION FORM
FOR SWIMMING POOLS & SPAS
FORM NO
The following form is required whenever a building permit is issued to construct
or repair (re -plastering) a swimming pool, toddler pool, or spa.
STATEMENT TO BE SIGNED PRIOR TO
FINAL APPROVAL
Verification of Compliance with the "Swimming. Pool Safety Act of 2006"
(Health & Safety Code 115920 — 115929)
Site Address:
Property Owner:
Owner's Mailing Address:
Phone:
hereby certify that the swimming pool, toddler pool, or spa located a the above-
mentioned address complies with the provisions or the "Swimming Pool Safety
Act of 2006" and has been equipped with an anti -entrapment cover meeting
the current ASME/ANSI Standard A 112.19.8 as required under the
provisions of the law and have received additional information on pool
barrier requirements.
Signed:
Signed:
Owner
Contractor
Company Name:
Date:
Date:
CONTRACTOR'S INFORMATION
California Contractor's License Number:
Mailing Address:
Phone:
Email:
Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout
Revised 7.20.2n15 I Page 1 of
U
Swimming ]Pool Enclosure Requirements
Definitions
Approved Safety Pool Cover: A manual or power -operated safety pool cover that meets
all of the performance standards of the American Society for Testing and Materials
(ASTM), in compliance with standard F 1346-91.
Enclosure: A fence, wall or combination thereof that isolates a swimming pool
from unauthorized access.
Exit Alarm: A device that makes an audible, continuous alarm sound on the doors
leading from the dwelling/garage or other structure to the pool enclosure, which, when
opened or left ajar, permits entry to the pool without any intervening enclosure device.
Exit alarms may be battery operated or connected to the electrical wiring of the
building.
Public Swimming Pool: A swimming pool operated for the use of the general public
.with or without charge, or for the use of the members and guests of a private club.
Public swimming pool does not include a swimming pool located on the grounds of a
private single family dwelling.
Swimming Pool or Pool: Any structure intended for swimming, recreational bathing or
other recreational use that will contain water over 18 inches in depth. Swimming pools
include in -ground and above -ground structures and include, but are not limited to; hot
tubs, spas, portable spas and non-portable wading pools.
Other terms, words, or phrases not defined shall have their ordinarily accepted meanings
within the context with which they are used. Webster's Third New International
Dictionary of the English Language, Unabridged, copyright 1986, shall be considered as
providing ordinarily accepted meanings.
Revised 7.20.2015 Page 2of3
........_ _ ..._............. .. ... .. ........_._...... - --_-_.............._..... ......
..............._..- ._._.
Swimming Pool Requirements
Drowning Prevention Safety Features
Based upon California Health and Safety Code Section 115920-115929, known as the Swimming
Pool Safety Act
The County of Butte requires either a listed, approved safety pool cover* meeting
ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from
the dwelling and remaining yard,
OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door
alarms and self-closing, self latching devices on all doors leading into the enclosure.
*Enclosures ;
• Minimum height of 60 inches t
• Access gates shall open away from pool and have self-closing, self -latching device no lower
than 60 inches above the ground.
• Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure
• No openings greater than 1/2 inch within 18 inches of the release mechanism when closed.
Gaps or voids shall not allow the passage of a 4 inch sphere.
• Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold
that could enable a child of less than 5 years of age to climb over.
• Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with
slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches
*Pool Cover
• Shall be correctly installed per the manufacturer's instructions to prevent the access of children
under five years of age to the water.
• Shall be properly constructed to meet ASTM specifications and be labeled accordingly.
• All ties, anchors or attachment points and controls for automatic covers must be installed in a I
way to prevent operating or uncovering the poll by children less than five years of age.
0 The pool cover shall possess a listing that insures the original design or performance of the cover!
meets. or exceeds testing as prescribed by ASTM Standard F1345-91, Section 9 Test Methods for
Safety Covers. ;
Door alarms or self-closing,
self -latching doors
Windows and doors
routinely closed and
latched
'Safety pool
cover _ ,
Isolation
'Perimeter
At a minimum, one of these shaft be provided
Revised, 7.20.2015
Page 3 of 3
No
self-closing,
self -latching
(Revised 4/00)
POOl
engineering
September 26, 2017
Mr. Philo Hunt
County of Butte
25 County Center Dr.
Oroville, CA 95965-3500
Re: Authorization to use Pool Engineering, Inc.
Standard Pool Structural Plan
Dear Mr. Hunt:
By this notice Pool Engineering, Inc. and the undersigned engineer -of -record
shall hereby grant Agua Fina Pools a limited non-exclusive and non -transferable
allowance to utilize Pool Engineering, Inc. Standard Pool structural Plan for the
permitting and construction of the swimming pool project at the Simmons
Residence at 1762 Tabby Ln., Durham, CA.
Modification or reuse of the construction drawings without the express written
permission of the Engineer is prohibited.
If we can be of any further assistance, please. do not hesitate to contact us.
Best regards,
ool�En,6,ineerJng, Inc.
odd Lacher, P.E.
This letter is valid only with
engineer's signature in red ink
1201 N. Tustin Avenue, Anaheim, CA 92807
Engineer's Seal
No., 67658
Exp. 6/30/19
\rF./
Fax: (714) 630-6114 Phone: (714) 63 0-6 100
�Butte�Countp
Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville,'CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecountV.net/dds
PLEASE PRINT CLEARLY
wr"°PROPERTY"'.OWNER"INFORMATION
Last Nam
Pegolez
Fust e
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Zip
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License No.
Class
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PERMIT NO: FORM NO .`
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APN
Property Address
City Location must not be in the city limits of Chico, Gridley,, Ormille or Paradise,
http://gismaps.buffecounty.net/flexviewer/bcdatasearchfindex.html
DESCRIP ,1ON OR'SCOPE O INORKd
Policy Number f -
Carrier ,
If hiring other than a licensed contractor, a certificate of worker's
compensation must be shown at the time of permit issuance
structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click
Wplan LENDIIVGAGmENCYa�.. �z�rtf
Name
Mailing Address
City
State
{
Zip
DESCRIP ,1ON OR'SCOPE O INORKd
y
Mobile Home permits (other than installation, foundation, utilities & non-attached '
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:
kf916)255-2501
htto://www.hcd.ca.gov/codes/mhp/HCD Phone:
Is this a Manufactured/Mobile Home (circle one) Yes / No ,
j:
X36
JOB VALUxAT10N' (Entervalue of�laboi lricluding
f � � v
non co�tracteplus matedalsacharge)
a u 4.'''-`a
So ua[e_�FeetrD®tarp,,,:_.
Living Area:
1/a
Garage:.p�
0
0v'
Open Area:' -
Covered Area:
'
TOTAL SQ: i
r Structure Built without permits
(✓ Proposed Change of Occupancy/Use - Note previous/current use below:
(7 .,. ; , FOR4OFFICEUSEONLY�,'
Zoning: Flood Zone: -
ISRA: IYES NO ❑ NPDES YES U NO ❑
Code Enf: YES U NO ❑ Legal Lot: YES ❑ NO ❑
Occupancy Type Construction
Per it Tech,
Ain',
Date: 7
'When filed, this application and all supporting material beco a ubject 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.
- tQ
Revised 7.20.2015 Page t ort
STATE OF CALIFORNIA
ALTERATIONS - HVAC
r�iZ'+Y
CEC-CFIR-ALT-04-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION "
CERTIFICATE OF COMPLIANCE CF1R-ALT-04-E
Alterations - HVAC CZ 2, and 8-15 (Page 1 of 1)
Site Address:
Enforcement Agency:
Date Prepared:
Permit#:
Equipment Type
Equipment Efficiency
New Ducting or Lineset:
Required R -value
Conditioned
Floor Area (ft)
Thermostat
❑ Packaged
❑ Evaporator Coil
AFUE
COP
❑ R-6 (CZ 1-10, 12&13) Ducts
Served by system
❑ Setback
System
❑ Condensing Unit
❑ R-8' (CZ 11, 14-16) Ducts
ft2
(If not already
❑ Split System
❑ Compressor
SEER
HSPF
❑ > R-2.8 Lineset-
present, must
❑ Mini Split
❑ Lineset
be installed)
❑ Furnace
❑ TXV
EER
HERS VERIFICATION SUMMARY Installer determines work to be completed and matches to one of the options below. At permit application this
form is allowed to be filled out by hand. For final inspection all forms are to be registered (no hand filled forms allowed) and a copy left on site.
❑ 1. HVAC Changeout/Repair Required Compliance Documents to be left on site for Final:
All Equipment, CF111-ALT-02-E
Condenser Unit, Evaporator Coil, CF2R-MCH-01-E, MCH -20-H, MCH -(23 or 24)'-H, MCH -25-H2
Compressor, TXV, Lineset, CF3R-MCH-20-H, MCH -(23 or 24)-H2, MCH -25-1-12
Air Handler/Furnace' (Can include new ducting)
Installer Requirement: Duct leakage (5 15%, or <_10% to outside, or seal all accessible leaks), Air Flow >_ 300 CFM/ton, Refrigerant Charge.
Exempted from duct leakage testing if:
❑ 1. Duct system registered with HERS provider as previously sealed, or ❑ 2. There is less than 40 linear feet of duct in unconditioned space, or
❑ 3. Existing duct systems are constructed, insulated or sealed with asbestos (list manufacture date of building ........
❑ 2. New HVAC System Required Compliance Documents to be left on site for Final:
All new equipment and All New Ducts3 CFIR-ALT-02-E
including Mini Split CF2R-MCH-01-E, MCH -20-H, MCH -22-1-1, MCH -(23 or 24)-H2, MCH -25-H'
CF3R-MCH-20-H, MCH -22-H, MCH -(23 or 24)-H', MCH -25-H2
Mini Splits require CF1R-ALT-02-E, CF2R-MCH-01-E, and (CF2R-CF3R) MCH -25-H
Installer Requirement: Duct leakage < 5%, Fan Efficacy (0.58W/CFM), Air Flow >_ 350 CFM/ton (or alternative), Refrigerant Charge
❑ 3. All New Ducts with Replacement Required Compliance Documents to be left on site for Final:
All New Ducts' and one or more of the following CF1R-ALT-02-E
replaced: Condenser Unit, Evaporator Coil, CF2R-MCH-01-E, MCH -20-H, MCH -(23 or 24)-H, MCH -25-H
Compressor, TXV, Lineset, Furnace' CF3R-MCH-20-H, MCH -(23 or 24)-H, MCH -25-H
Installer Requirement: Duct leakage < 5%, Air Flow >_ 350 CFM/ton (or alternative), Refrigerant Charge
Exempted from duct leakage testing if: ❑ 1. Existing duct systems are constructed, insulated or sealed with asbestos
❑ 4. New Ducting over 40 feet Required Compliance Documents to be left on site for Final:
New ducting but less than All New Ducts3 CFIR-ALT-02-E, CF2R-MCH-20-H, CF3R-MCH-20-H
Installer Required to: Duct leakage (5 15% or, 510% to outside or, or seal all accessible leaks)
❑ EXCEPTION: Existing duct systems constructed, insulated or sealed with asbestos.
'All new ducting requires R-8 insulation when more than 40 ft installed in CZs 11 & 14-16 and R-6 in CZs 1-10, 12 &13, and R-6 insulation when less
than 40 ft installed. This includes in walls, between floors etc.
2 Heating only systems and Air Handler/Furnace changes do not require Air Flow MCH -(23 or 24), or Refrigerant Charge verification MCH -25
3 All New Ducts is when at least 75%of the duct system is new duct material, and up to 25%may consist of reused parts from the dwelling unit's
existing duct system (e.g., registers, grilles, boots, air handler, coil, plenums, duct material)
° R-2.8 (1" thick insulation) for linesets 1" and less.
Contractor (Documentation Author's /Responsible Designer's Declaration Statement)
I certify the following under penalty of perjury, under the laws of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the information on this document.
3. That the energy features and performance specifications for the design identified on this Certificate of Compliance conform to the
requirements of Title 24, Parts 1 and 6 of the California Code of Regulations (CCR).
4. That the energy features and performance specifications, materials, components, and manufactured devices for the building design or
system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the CCR.
5. 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:
Date Signed:
License:
Company:
Address:
City/State/Zip:
Phone:
For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300
WALL CONSTRUCTION
TABLE R602.3(1)
FASTENING SCHEDULE
ITEM
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE
OF FASTEN ER°
SPACING AND LOCATION
Roof
4-8d box (2'/2" x 0.113') or
I
Blocking between ceiling joists or rafters to top plate
3-8d common (2'/,"x 0.131'); or
3-1Od box (3" x 0.128'); or
Toe nail
3-3 " x 0.131 " nails
4-8d box (21/2" x 0.113'); or
3-8d common (2'/2" x 0.131'); or
2
Ceiling joists to top plate
3-10d box (3" x 0.128'); or
per joist, toe nail
3-3 " x 0.131 " nails
Ceiling joist not attached to parallel rafter, laps over
4-10d box (3"x 0.128'); or
3
partitions (see Sections R802.3.1, R802.3.2 and Table
3-16d common (3'/Z" x 0.162'); or
Face nail
R802.5.1(9)]
4-3 " x 0.131 " nails
Ceiling joist attached to parallel rafter (heel joint)
4
(see Sections R802.3.1 and 8802.3.2 and Table
Table R802.5.1.(9)
Face nail
R802.5.1(9)]
Collar tie to rafter, face nail or 1'/4" x 20 ga. ridge strap to
4-1Od box (3" x 0.128'); or
5
rafter
3-1Od common (3" x 0.148'D; or
Face nail each rafter
4-3 " x 0.131 " nails
3-16d box nails (3'/Z" x 0.135'); or
3-1 Od common nails (3" x 0.148');
2 toe nails on one side and 1 toe nail
6
Rafter or roof truss to plate
or
on opposite side of each rafter or
4-1Od box (3" x 0.128'); or
truss'
4-3" x 0.131 " nails
4-16d (3'/Z" x 0.135'7 or
3-10d common (3'/Z" x 0.148'); or
Toe nail
4-10d box (3" x 0.128'); or
Roof rafters to ridge, valley or hip rafters or roof rafter
4-3" x 0.131 "nails
to minimum 2" ridge beam
3-16d box 3'/Z" x 0.135'1; or
2-16d common (3'/Z" x 0.162'); or
3-10d box (3" x 0.128'); or
End nail
3-3" x 0.131 "nails
Wall
16d common (3'/Z" x 0.162')
24" o.c. face nail
8
Stud to stud (not at braced wall panels)
10d box (3 ". x 0.128'); or
3 " x 0.131"nails
16" o.c. face nail
9
Stud to stud and abutting studs at intersecting wall corners
16d box (3'/2" x 0.135'); or
3 " x 0.131 " nails
12" o.c. face nail
(at braced wall panels)
16d common (3'/Z" x 0.162')
16" o.c. face nail
16d common (3'/2",x 0.162')
16" o.c. each edge face nail
10
Built-up header (2" to 2" header with'/Z" spacer)
16d box (3'/Z" x 0.135')
12" o.c. each edge face nail
5-8d box (2'/2" x 0.113'x; or
11
Continuous header to stud
4-8d common (2'/Z" x 0.131'); or
Toe nail
4-10d box (3"x 0.128')
16d common (31/2" x 0.162')
16" o.c. face nail
12
Top plate to top plate
IOd box (3" x 0.128'); or
12" o.c. face nail
3 " x 0.131 " nails
8-16d common (3'/2" x 0.162'); or
Double top plate splice for SDCs A -DZ with seismic
12-16d box (3'/Z" x 0.135'); or
braced wall line spacing < 25'
12-1Od box (3" x 0.128'); or
Face nail on each side of end joint
13
12-3" x 0.131 " nails
(minimum 24" lap splice length
side of end joint)
Double top plate splice SDCs Do, D„ or D2; and bracedeach
12-16d (3 /2" x 0.135'
wall line spacing >_ 25'
2016 CALIFORNIA RESIDENTIAL CODE
(continued)
209
WALL CONSTRUCTION
TABLE R602.3(l) -continued
FASTENING SCHEDULE
ITEM
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER °.°,`
SPACING AND LOCATION
16d common (3'/2" x 0.1621
16" o.c. face nail
14
Bottom plate to joist, rim joist, band joist or
blocking (not at braced wall panels)
16d box (3'/2" x 0.135'); or
3 " x 0.131 "nails
12" o.c. face nail
i
Bottom plate to joist, rim joist, band joist or
3-16d box (31/2" x0.135'); or
3 each 16" o.c. face nail
15
blocking (at braced wall panel)
(3 2-16d common /2 x 0.162'); or
2 each 16" o.c. face nail
4-3" x 0.131" nails
4 each 16" o.c. face nail
4-8d box (2'/2" x 0.113'); or
3-16d box (3'/2" x 0.135"); or
4-8d common (2'/2" x 0.131'); or
Toe nail
4-10d box (3"x 0.128'); or
16
Top or bottom plate to stud
4-3 " x 0.131 " nails
3-16d box (3'/2" x 0.135'); or
2-16d common (3'/2" x 0.162'); or
3-1Od box (3"x 0.128'); or
End nail
3-3 " x 0.131 " nails
3-10d box (3" x 0.128'); or
17
Top plates, laps at comers and intersections
2-16d common (3'/2" x 0.162'); or
Face nail
3-3 " x 0.131 " nails
3-8d box (2'/2" x 0.113'); or
18
1 " brace to each stud and plate
2-8d common (2'/2" x 0.131'x; or
Face nail
2-1Od box (3"x 0.128'); or
2 staples 13/4"
3-8d box (2'/2" x 0.113'); or
19
1 " x 6"sheathing to each bearing
2=8d common (2'/2'.' x 0.13'1');'or -"
Face nail
2-1Od box (3" x 0.128')• or
2 staples, 1 "crown, 16 ga., 13/4" long
3-8d box (2'/2" x "0.113'x; or
3-8d common (2'/2" x 0.131'); or
3-10d box (3 " x 0.128'); or
3. staples,' 1"crown, 16 ga., 13/4"long
20
1 " x 8" and wider sheathing to each bearing
Face nail
Wider than 1 " x 8"'
4-8d box (2'/2" x 0.113'); or
3-8d common (2'/i" x 0.131'); or
34Od box (3"x 0.128'); or
4 staples, 1"crown, 16 ga., 13/4" long
Floor
4-8d box (2'/2" x 0.113'); or
21
Joist to sill, top plate or girder
3-8d common (21/2" x 0.131'); or
Toe nail
3-1Od box (3" x 0.128'); or
3-3 " x 0.131 " nails'
8d box (2'/2" x 0.113')
4" o.c. toe nail
22
Rim joist, band joist or blocking to sill or top
8d common (2'/2" x 0.131"); or
plate (roof applications also)
10d boz'(3" x 0.128'); or
6" o.c. toe nail
3" x.0.131"nails
3-8d box (2'/2" x 0.113'); or
23
1 " x 6" subfloor or less to each joist
2-8d common (2'/2" x 0.131'); or
3- l Od box (3 " x 0.128'); or
Face nail
2 staples, 1 " crown, 1.6 ga., 13/4" long
(continued)
210 2016 CALIFORNIA RESIDENTIAL CODE
kd.
WALL CONSTRUCTION
TABLE 602.3(1)
FASTENING SCHEDULE—continued
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°,`.` SPACING AND LOCATION
Floor
24
2" subfloor to joist orirder
g
3-16d box (3'/2" x 0.135"); or
2-16d common (3'/2" x 0.162')Blind
and face nail
25
2" tanks lank &beam—floor & roo
p (p f)
3-16d box (3'/2" x 0.135'); or
2-16d common (3'/2" x 0.162')
At each bearing, face nail
3-16d common (3'/2" x 0.162")
26
Band or rim joist to joist
4-10 box (3" x 0.128'), or4-3" x 0.131 " nails; or
End nail
4-3" x 14 ga. staples, 7/,6" crown
20d common (4" x 0.192'); or
Nail each layer as follows: 32" o.c.
at top and bottom and staggered.
IOd box (3" x 0.128'); or
24" o.c. face nail at top and bottom
27
Built-up girders and beams, 2 -inch lumber
3" x 0.131"nails
staggered on opposite sides
layers
And:
2-20d common (4" x 0.192'); or
Face nail at ends and at each splice
3-10d box (3" x 0.128'); or
3-3 " x 0.131 " nails
4-16d box (3'/2" x 0.135'); or
28
Ledger strip supporting joists or rafters
3-16d common (3'/2" x 0.162'); or
4-1Od box (3"x 0.128'); or
At each joist or rafter, face nail
4-3 " x 0.131 " nails
29
Bridging to joist
2-1Od (3" x 0.128')
Each end, toe nail
SPACING OF FASTENERS
ITEM
DESCRIPTION
OF BUILDING ELEMENTS
NUMBER AND
TYPE OF FASTENER °•``
Edges
Intermediate
supports` °
(inches)°
(Inches)
Wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard wall sheathing to framing
[see Table R602.3(3) for wood structural panel exterlorwall sheathing to wall framing] •
30
3/ "–'/ " 6d common (2" x 0.113') nail (subfloor, wall)'
6
12 r
s 2 8d common (2'/2" x 0.13] ") nail (roof)
31
'9/32" –1 " 8d common nail (2'/2" x 0.131 ') 6
12'
32
11/8" – 1'/4" 1 O common (3 " x 0.148') nail; or 6
12
8d (2/, " x 0.131') deformed nail
Other wall sheathingo
33
1/2" structural cellulosic fiberboard
1'/2" galvanized roofing nail, 7/"" head
3
6
sheathing
diameter, or t " crown staple 16 ga., 1'/4" long
34
'/3," structural cellulosic
13/4" galvanized roofing nail,'/16" head
3
6
fiberboard sheathing
diameter, or 1 " crown staple 16 ga., 1'/4" long
35
'/2" gypsum sheathing'
1'/, "galvanized roofing nail; staple galvanized,
7
7
V/2" long; V/4" screws, Type W or S
36
s/s" gypsum sheathing'
13/41, galvanized roofing nail; staple galvanized,
7
7
1%" long; 1%" screws, Type W or S
Wood structural panels, combination subfloor underlayment to framing
37
3 /4"and less
6d deformed (2" x 0.120') nail; or
6
12
8d common (2'/2" x 0.131') nail
38
7/8,, – 1 "
8d common (2'/2" x 0.131') nail; or
6
12
8d deformed (2'/2" x 0.120') nail
39
11/8"– 1'/ "
10d common (3" x 0.148") nail; or
6
12
a a
8d deformed (2'/2" x 0.120' nail
For Sl: l inch = 25.4 mm, t foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa.
2016 CALIFORNIA RESIDENTIAL CODE
(continued)
211
.A
WALL CONSTRUCTION
TABLE R602.3(1)—continued
FASTENING.SCHEDULE
a. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum
average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but
not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum'/16 inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four -foot by 8 -foot or 4 -foot by 9 -foot panels shall be applied vertically. t
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
f. Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6
inches on center. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be
spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing.
g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208.
h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only.
Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of [roof or floor
sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be
supported by framing members or solid blocking.
i. Where a rafter is fastened to an adjacdnt parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from '
the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
TABLE R602.3.2
SINGLE TOP -PLATE SPLICE CONNECTION DETAILS
For SI: 1 inch = 25.4 nun, 1 foot = 304.8 mm.
I
212 2016 CALIFORNIA RESIDENTIAL CODE
. .N
TOP -PLATE SPLICE LOCATION
CONDITION
Corners and Intersecting walls
Butt joints In straight walls
Splice plate size
Minimum nails
each side of joint
Splice plate size
Minimum nails .
each aide of joint
Structures in SDC A -C; and in SDC
3" x 6" x 0.036"
(6) 8d box
3' x 12" x 0.036"
(12) 8d box
Do, D, and DZ with braced wall line
galvanized steel plate
(2��2" x 0.113") nails
galvanized steel plate
(2'/Z" x 0.113") nails
spacing less than 25 feet
or equivalent
or equivalent
in SDC Do, D, and D2;3
„ " ,
x8 by 0:036
(9) 8d box
11Structures
x.16 x 0.036
(18) 8d box
with braced wall line spacing
galvanized steel plate
(2'/Z' x 0.113") nailsized
Fgva�n steel plate
(2t/2" x 0.113' nails
greater than or equal to 25 feet
or equivalent
or equivalent
For SI: 1 inch = 25.4 nun, 1 foot = 304.8 mm.
I
212 2016 CALIFORNIA RESIDENTIAL CODE
. .N
I�i"
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
certificate of final completion, certificate of occupancy or final permit approval by the local building
department.
Feature or Measure
Required
k:1�
A plan is developed and implemented to manage storm water drainage during
construction. CGBSC 4.106.2.
Construction plans shall indicate how 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 two-family dwellings and in
townhouses with attached private garages; and 3 percent of total parking spaces, as
specified, for multifamily dwellings.
a
Building meets or exceeds the requirements of the California Building Energy
Standards. CGBSC 4.201.1.
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 min. 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 (Cont'd)
Feature or Measure
Required
OMNI 'MIWM'M
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 comply with
the MWELO Appendix D Prescriptive Compliance Option.
M-0,9_0 .4 villsoffm
MEN=
Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other
openings in sole/bottom plates at exterior walls shall be protected against the passage
of rodents by closing such openings with cement mortar, concrete masonry or similar
acceRtable to the enforcin a enc .
,method
lift
Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous
construction and demolition waste in accordance with one of the following:
more -stringent locai-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.
O&M Manual: An operation and maintenance manual shall be available in the building
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
site and is identified for the depositing, storage and collection of non -hazardous
materials for recycling, including (at a minimum) paper, corrugated cardboard, glass,
plastics, organic waste, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive. See exception for rural jurisdictions.
Any installed gas fireplace shall be direct -vent sealed -combustion type. Any installed
woodstove or pellet stove shall comply with U.S EPA New Source Performance
Standards (NSPS) 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.
I IS: I.
M I I IIIS
I'A -__0 11 NO
Duct openings and other related air distribution component openings 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
Checklists\Green Building Page 2 of 3 02/10/2017
e
2016 CALGreen Residential Mandatory Measures Checklist (Cont°d)
Feature or Measure
Required
Aerosol paints and coatings shall be compliant with product weighted MIR limits for
ROC and other toxic comi)ounds,
Carpet and carpet systems shall be compliant with VOC limits. 4.504.3
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
interior or exterior of the building shall comply with formaldehyde emission
standards.
Documentation shall be provided to the City building inspector verifying that compliant
materials have been used.
�__. r - • .
Concrete Slab Foundations: Vapor retarder and capillary break is installed at slab -
on -grade foundations.
Moisture content of building materials used in wall and floor framing shall not
exceed 19% before enclosure. Moisture content shall be verified in compliance with
CGBSC 4.505.3.
Indoor Air Quality and Exhaust (4.506)
Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate
outside.
Unless functioning as a component of a whole house ventilation system, bathroom
exhaust fans must be controlled by a humidity control adjustable between a relative ,.M,,•.
humidity range of 50% - 80%.
Duct systems are sized, designed, and equipment is selected using thefollowing
methods:
I. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual
J-2011 or equivalent.
2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-
2014 or equivalent.
` t
Vii,- tE �< -_ft
.. __ °i- Phc•
....
ific.•fi; F. •:'i ", s =�F r.#.' r-� _
HVAC system installers are trained and certified in the proper installation of HVAC
systems.
Special inspectors employed by the enforcing agency must be qualified and able to
demonstrate competence in the discipline they are inspecting.
� •_ s•• . °' - .i,.
,Ver fi aio.ns,,,(03)t ... . E a c:r, i L __ 1�Yv
� • . nz�4.. r.
OR .1 rrt u• .._
._ • :�•-•• v._ _. { _ .. . _� --'-- •,d � � ...: _ . .moi...:
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.
Checklists\Green Building
Page 3 of 3
02/10/2017