HomeMy WebLinkAboutB17-1368 042-020-020Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecounty.net/dds
PLEASE PRINT CLEARLY
Last Name First Na e
\r -.-JCA I V -e -- 1>
Mailing Address
`7 UU, eA7s-A-Avenu-e-,
City State IZI
Phonne�-�, f ,,Fax
Email Cell
+h r"(0,11WIA 6 ly)
A&bte License No.
Last Name First Name
E L) �1 ��e S �- I - y -
Mailin Address
City State1 Zi
^�
�A
Phone Fax
(A G-7 (4 D!'
Email Cell 5:�.. ,;,- ``i .
?4
PERMIT NO: FORM NO
r
DBPw1
BIN NO -
Policy Number M -Fs
Carrier
If hiring other than a licensed contractor, a certificate of orker's
compensation must be shown at the time of permit issuance
Living Area: Garage:
G�
,Open Area: Covered Area:
TOTAL SQ:
ri Structure Built without permits
r' Proposed Change of Occupancy/Use - Note previous/current use below:
IU
Zoning: �'Flood Zone:
SRA: YES NQNPDES YES NO ❑
'Code Enf: YES L7 NO ❑ Legal Lot: YES ❑ NO ❑
..APPLICANT SIGNATURE �1ND : DA�`E
Occupancy Type Construction
Dat
Permit Tec Date:
Print Name -
*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.
Page 1 of 1
Department of Development Services
Tim Snellin s, Director
f Snelling
s,
Calarco, Assistant Director
=p 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds
ho�cog"
Oroville, California 95965 F: 530.538.7785
DEVELOPMENT SERVICES
. 'Permit Checklist
3 ulldin
Name: THERON WALKER
Location: 2802 GUYNN AVE, CHICO
Assessor's Parcel Number: 042-020-020
Permit N
ber: B17-1368
<`3 copies site plan
2
U3�
t�4!
3 sets building plans
J ---'set energy calcs (if applicable)
1
" 5,,.,,l
set truss calcs (if applicable)
set structural calcs (if applicable)
V6. Intake Packet
��a�igned permit application
✓b. - w-ner builder (if applicable)
./notice to builders
-,,d,?./notice
- fee summary
Xfi re handout
VfAPDES form
data sheet
N h. PW Notification for 26-12
i. Hazardous Material Form (commercial)
_�/Accessibility Worksheet (commercial)
1/k_ Plan Check Sa Ftp Verification
7. Flood Certificates (if applicable)
8.
9.
10.
r mmn1 P.tP.0 1"1V 0
Date:
�//�
Butte County Department of Public Works
DENNIS SCHMIDT, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 County Center Drive
Oroville, CA 95965
(530) 538 7266 Telephone
(530) 538 7171 Fax
National Pollutant Discharge Elimination System (NPDES) Phase II
Storm Water Permit and Storm Water Pollution Prevention Plan
Acknowledgment
Reference Number: B17-1368
Location: 2802 GUYNN AVE
Parcel Number: 042-020-020
Owner Name: THERON WALKER
Description: SHOP (576) W1 ELEC
[LESS THAN I ACRE, I
Construction
(SWPPP)
Date: 7/612017
By: DAH
Sub Type: PRIVATE GARAGEISHOP
Phone:5309664908
' owner/owners' agent, certify that this project WILL NOT
By signing below, I the project
DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction
State of California Regional Water Quality Control Board. Phased
Storm Water Permit from the Sta g
projects that contain multiple le site buildouts of less than one acre but when combined with
subsequent phases total
more than one acre of disturbed soil will require a Construction Storm
Water Permit rmit from the State of California Regional Water Quality Board.
Sign
Title
e ,� Date 7/6/2017
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
NOTICE TO BUILDERS**
Before your building permit can be issued, your plans must be checked for compliance with the California
Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to
Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances
and approvals. There are some things you can do to expedite your permit:
- Make sure your application is complete.
Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each
day that passes without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by
such permit is not started or completed within one year from the date of issuance of such permit (per Butte
County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a
maximum of two (2) times, provided construction progress has been documented by the Building Division
during each year during scheduled inspections. No changes may be made in the original plans and specifications
for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit
fee and additional plan checking and documentation may be required. Upon completion of work covered by this
permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or
any portion of the building for which this permit is issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY**
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit
applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at
the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only
if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be
deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The
current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and
deducted from any refund amount) to determine no work was done.
Fee/refund information can be read on-line at http://municipalcodes.Iexisnexis.com/codes/buttcco/
"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.
Permit Number: B17-1368
Parcel Number: 042-020-020
Location: 2802 GUYNN AVE, CHICO
Owner Name: THERON WALKER
Description: SHOP (576) W/ ELEC
Signature of Applicant:
Date: 7/6/2017
Phone:5309664908
Date: 7/6/2017
THERON WALKER
RE: 042-020-020
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
Permit No: B17-1368
To meet the requirements of Butte County Code Section 26-12 (available on line at
http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required
before a building permit can be issued for the above referenced project.
The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public
roads, and drainage facilities;
Dedication of any necessary rights of way; and
For commercial or industrial uses or for multiple living uses having three (3) or more living units per
parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable
materials for collection.
Requirements prior to issuance of building r)ermit:
Submit sufficient information to the Land Development Division of the Public Works Department, 7
County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26
-12.
If construction plans and/or engineering analysis are required, submit information in duplicate in
accordance with County Improvement Standards (available on line at
http://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd.html ) with a minimum plan
checking deposit of $690.40.
Important Note:
If improvements in compliance with County Code Section 2612 are required, any construction
plans and/or engineering analysis must be reviewed and approved by the Land Development
Division of the Public Works Department prior to construction of the improvements and the
required improvements must be constructed, bonded, or guaranteed with a deposit of an in
lieu fee prior to issuance of this building permit. The process can require significant time and
must be completed prior to issuance of the building permit.
If you have any questions, please contact the Land Development Division at (530) 538 7266, Monday
through Friday, 8:00 a.m. to 4:00 p.m.
I have read and understand the above requirements:
Signature
. Date: 7/6/2017
t
Butte County Fire Department
Fire Prevention Bureau
Residential Building Requirements
176 Nelson Ave, Oroville, CA 95965
530.538.7888, 530.538.2105 Fax
530.538.6226 Inspection Line
Permit Number: B17-1368
Location: 2802 GUYNN AVE
Parcel Number: 042-020-020
Owner Name: THERON WALKER
Description: 2802 GUYNN AVE
s
4i
Date: 7/6/2017
By: DAH
Sub Type: PRIVATE GARAGE/SHOP
Phone:
To meet the requirements of Government Code section 51182, Butte County Fire department
requires a pre -construction inspection to provide the below building and site requirements to the
property owner.
Your property is located within the Butte County Fire Departments response area and must meet
the below requirements:
0 Public Resources Code 4290 (emergency access, signing/addressing, fuel modification
standards)
❑ Public Resources Code 4291 (defensible space)
❑ California Fire Code LPG tank protection
❑ Butte County Improvement Standards
Requirements prior to scheduling the pre inspection:
Full plan submittal to Butte County Development Services Building Division
To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection
line; you will need the information at the top of this page. Inspection request that come through
any other phone numbers will cause a delay in processing your permit.
For the pre inspections, the property owner or authorized agent (contractor) is required to meet
the inspector at the construction site.
have read and understand the above pre inspection requirements.
S
Signature:
Date: 7/6/2017
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: B17-1368
Owner's Name: THERON WALKER
Assessor's Parcel Number: 042-020-020
Date of Application: 7/6/2017
Square Footage Verification
No Change:
NOTES:
Verified By:
(Plan Check Signature)
Confirmed TRAKiT
Updated by: Date:
Date: %—zs /]
At Application:
Change To:
Ei'ving Area
p
Garage Area
576
overed Area
AupeR
p
0=6 Area
0
a aw-
No Change:
NOTES:
Verified By:
(Plan Check Signature)
Confirmed TRAKiT
Updated by: Date:
Date: %—zs /]
Ira-1-9111MM
ARC IT CT
383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719
PROJECT:
ra, I - Ic C=
I have
reviewed the
truss
submittal for the above project and all loading
design
criteria have
been
met.
Gregory A. Peitz
Architect
SUTTE COUNTY
BUILDING DIVISION
� i--- F
APPR,01'�'
O
v.n� yr l• r y � `/�
• r
• I
.♦
77777'777-711, ftY �fvj! •k' +i .. f'~t.h •\�
r :d , { , •. . . �. K �- y ! r > .t . t ". f • : y. ? - w z ♦ .6 : .. ' S �f... r t., .. a . i ; ',.• b .1 ^? c n ? f Y` �a '•♦ -i 1 < k
• - - v
--_ __ __ - _- �i'� � •f• rl�'r' --5 �'7 �•-•rt'',��t:;d .. z:l n., �' ♦,�v. >w"`.♦�. -.1. L 7 '_F -1.-.,\.-.}; e -r a:...
VII-
rD
b � j It 3'i .. `.y �J.,a'K�i�t•1 ♦'!!YY 3t Jf4 {I..� � .�r-"1Lrr-it{,\...Y'_.. ♦l. r. iC•-♦.14.
...J ? ± ... -..
O4 �1 � t •J
Ln
Ln
��• s
J -I Q
W
77 • V wry` k �`
(D �0
CO Ln cD
coLn
r -Q,0
Q
• OD
00 --
n
--�, CD10
n
Lrl
• w I o -p
0 W O
w o
C
O cx, (D cD
Ln co
. O
Lyj
CD A3 r
o �
(D O
3Up y.
cn
Nj
CO Q0 � LMu, o)
cn
�r
... 1�j'•/- ,r �',, .,.ro ., _e �a. ., .t .-r- ,, 7e'.. :1a - .'- Y a4l,�4. �4' h.,a " - •. �. �,Sf^" .,.
�jy �.. .:'I .-�.�{. �..A-w L}X' M-! r -f a lam' 6-'•(%�. •5 1 `• .. A: `. ^.♦ - .. �.}
- - - - - - -� ..�� r > Y .. v.s •.A ,. r ..S i,� i ice,..',. �<f!..,,;
o-t7z
L L L
N
i
O
0
CD
M
CD
Q.
TQ
�1
�-
lO
CD
"i
U)
O"
"
n
O
3
Job Name: Walker Residence
BRG
X -LOC REACT
SIZE
REQ'D
1
0- 2-12
1967
5.50"
1.50"
2
23- 9- 4
1967
5.50"
1.50"
MAX DEFLECTION
(span)
:
L/999
MEM 3-4
(LIVE)
LC
1
L- -0.12"
CC- -0.25" CL- -0.36"
CRITICAL MEMBER FORCES:
Exp Category = C
TC
COMP. DUR. /
TENS.
DUR.
CSI
1-2
-3362 1.25 /
80 1.60
0.17
2-3
-310811:251/
88
1.60
0.26
3-4
-4349125/
84
1.60
0.34
4-5
-31081.25/
87
1.60
0.26
5-6
-33621.25/
801.603
0.17
T pe... lbs X.Loc LL/TL Fastener
TC*Vert 0.0 0- 2-12 1.00
R
D1U253
CSI
768
1.60
-191.60
2913
TC Vert 105.8 18- 0- 0 1.00
0.33
8-9
51 1.60 /
4191
1.25
0.41
9-10
-52 1.60 /
4191
1.25
0.41
10-11
-16 1.60 /
2913
1.25
0.33
WB
COMP.(DUR.)/
TENS.
DUR.
CSI
2-8
/
1121
1.25
0.23
3-8
-1427(1.25)/
55
1.60
0.16
-9
/
363
1.25
0.07
4-9
/
363
1.25)
0.07
4-10
-1427(1.25)/
56
1.60)
0.16
5-10
/
1121
1.25)
0.23
TC 2x6 DFL #2
2x4 DFL #1 & Btr. 2-5
BC 2x4 DFL #1 & Btr.
WEB 2x4 DFL STANDARD
Kcr (creep factor) = 3.00
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in ESR -1118.
+ + + + + + + + + + + + + + + + + + + + + +
Nail pattern shown is for PLF loads and
point loads converted to PLF loads only.
Concentrated loads shall be distributed to
each ply equally. Multi -ply with hangers are
based on hanger nails using 3.0" nails min.
into the carrying member.
If shown, use additional fasteners for point
loads from the back plyysh distributed symm.
in the chords within 12' of hanger flange.
IF 2.5" GUN NAfLS ARE USED ANY NAIL CLUSTER
AMOUNTS SHOWN shall BE IN�TALLED FROM THE
FRONT AND BACK FACE EQUALLY(TOTAL NAILS =
DOUBLE THE AMOUNT SHOWN), 3 PLY OR LESS.
10d - 10d NAILS, SDS = Simpson SDS screws
or equivalent substitute.
(*) - Special Connection Req. (by others)
NAIL pattern shown is based on:
10d BOX = 0.128" dia. x 3.0" long nail
10d COMMON - 0.148" dia. x 3.0" long nail
16d BOX - 0.135" dia. x 3.5" long nail
16d COMMON - 0.162" dia. x 3.5" long nail
+ + + + + + + + + + + + + + + + + + + + + +
5-10-15
2-PLYS 1
REQUIRED 16.00
T
3-5-12
1
o-6-4
268 - Homewood Truss
TM
a [PH
AN ITW COMPANY
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
TRUSPLUS 6.0 VER: T6.5.21
3,
MOM
2.5X4
Truss ID: R1
Designed per ANSI/TPI 1-2014
Fabrication Tolerance - 20.0%
Bearings designed for an FcPerp value of the
lesser of the truss chord lumber value or
625 for all bearings.
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF non -concurrent BCLL.
Loaded for 200# non -concurrent moving BCLL.
Drainage shall be provided to avoid ponding.
Permanent bracing is regwired to
prevent rotation/toppling. See
BCSI and ANSI/TPI 1.
Continuous lateral restraint attached to
flat TC as indicated. Lumber shall be
structural grade. Brace 0 24" o.c. unless
noted.
PLATING BASED ON GREEN LUMBER VALUES.
2 -PLY! Nail w/10d COMMON, sta ered(per NDS)
in: TC- 2 BC- 2 WEBS- 2 PER FOOT!**
Cluster screws, if shown, are 3" long.
Not designed for attic storage unless
noted otherwise.
4
185#
7 RYA
5-10-15
5 6
RYA
. 11
Qty: 4
This design based on chord bracing applied
per the following schedule:
max o.c. from to
TC 24.00" 5-10-15 18- 0- 0
UPLIFT REACTION(S) :
Support C&C Wind Non -Wind
2 -93 lb
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed - Yes,
Truss Location = Not End Zone
Exp Category = C
Bldg Length - 40.00 ft Bldg Width = 30.00 ft
Mean roof height - 11.14 ft, mph 110
Occupancy Category II, Dead Load = 13.2 psf
Designed as Main Wind Force Resisting System
- Low-rise and Components and Cladding
Tributary Area - 83 sqft
----------LOAD CASE #1 DESIGN LOADS ----------------
Di r L.Plf L.Loc R.Plf R.Loc
LL/TL
TC Vert 90.00 - 1- 0- 0 90.00 0- 0- 0
0.44
TC Vert 70.00 0- 0- 0 70.00 6- 0- 0
0.57
TC Vert 134.90 6- 0- 0 134.90 18- 0- 0
0.57
TC Vert 70.00 18- 0- 0 70.00 24- 0- 0
0.57
TC Vert 90.00 24- 0- 0 90.00 2S- 0- 0
0.44
BC Vert 38.54 0- 0- 0 38.54 24- 0- 0
0.00
T pe... lbs X.Loc LL/TL Fastener
TC*Vert 0.0 0- 2-12 1.00
TC Vert 105.8 6- 0- 0 1.00
TC Vert 79.4 6- 0- 0 0.00
TC Vert 105.8 18- 0- 0 1.00
TC Vert 79.4 18- 0- 0 0.00
TC Vert 0.0 23- 9-4 1.00
I
3-11-10
=
I
SHIP
0-6-4
Wil!"! -TE COUNTY
UiLDIiNG DIVI%SIC.")s\1
A IJPP`Rnvr,-5��
131 B2 v t
W:508 W:508
R:1967 R:1967 ,.
U:-93 U:-93
7
D
10
11
All connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled Plates and false frame plates
are positioned as shown above. Shift gable stud plates to avoid overlap vHth structural plates.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and
position as shown above and on the Joint Details report, unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or coverpage listing this drawing, Indicates acceptance of professional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
Designer per ANSI/TPI 1 Sec.2
For more information see this job's general notes page and these web sites:
ALPINE: www.alr)ineitw.com: TPI: www. ins .oro: WTCA: www.sbcindustry.ora: ICC: www.iccsafe.ora
0
No, C 72160
*k I_
� civet a-
6/30/2017
Cust: Proframe Construction
W0: DriveJM-0550517_1-000
]D: Drive,J-0550517_1-00007_100001
Dsgnr: BW #LC = 64 WT/PLY: 148#
TC Live 20.00 psf LiveDur L=1.25 P=1.25
TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15
TC Dead 15.00 psf Rep Mbr Bnd / Comp / Tens
BC Live 0.00 psf 1.00 / 1.00 / 1.00
BC Dead 10.00 psf O.C.Spacing 2- 0- 0
Bldg Code: CBC -2016 1DEFL RATIO: L/240 TC: L/2
V
0
,1
0
"'S
CD
90
r-41
CD
SQ
Q
0
r -f -
O
h
O
3
0
IJob Name: Walker Residence
BRG
X -LOC
REACT
SIZE
REQ'D
1
0- 2-12
Live
1170
5.50"
1.50"
2
23- 9- 4
1170
5.50"
1.50"
MAX DEFLECTION
(span)
:
L/999
MEM 11-12
(LIVE)
LC
59
L= -0.11"
CC=
-0.13"
CL= -0.24"
CRITICAL MEMBER FORCES:
TC
COMP. DUR.
/
TENS.
DUR.
CSI
1-2
-1763 1.25
/
104
1.60
0.15
2-3
-1591 1.25
/
112
1.60
0.06
3-4
-1719 1.25
/
122
1.60
0.22
4-5
-1719(1.25
/
122
1.60
0.22
5-6
-1591(1.25
/
113
1.60
0.06
6-7
-1763(1.25
/
105
1.60
0.15
BC
COMP.(DUR.)/
TENS.
DUR.
CSI
8-9
37((1.60))/
1491 1.25
0.50
9-10
-2 1.60 /
1424
1.25
0.41
10-11
/
1424
1.25
0.41
11-12
-36(1.60)/
1491(1.25
0.50
WB
COMP.�DUR.
/
TENS.
DUR
CSI2-9
-1901.25
/
97
1.60
004
3-9
-21.60
/
378
1.25
0.15
3-10
-34 1.60
/
368
1.25
0.15
4-10
-365 1.25
/
69
1.60
0.09
5-10
-35 1.60
/
368
1.25
0.15
5-11
-29 1.60 /
378
1.25
0.15
6-11
-190 1.25
/
96
1.60
0.04
268 - Homewood Tr4u�s
TC 2x6 DFL #2
2x4 DFL #1 & Btr. 3-5
BC 2x4 DFL #1 & Btr.
WEB 2x4 DFL STANDARD
Kcr (creep factor) = 3.00
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in ESR -1118.
Drainage shall be provided to avoid ponding.
PLATING BASED ON GREEN LUMBER VALUES.
Not designed for attic storage unless
noted otherwise.
TM
a PON
AN ITW COMPANY
2820 N. Great SW Pkwy. Grand Prairie, TX 75050
TRUSPLUS 6.0 VER: T6.5.21
3.
Truss ID: R2
Designed per ANSI/TPI 1-2014
Fabrication Tolerance - 20.0%
Bearings designed for an FcPerp value of the
lesser of the truss chord lumber value or
625 for all bearings.
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF non -concurrent BCLL.
Loaded for 200# non -concurrent moving BCLL.
Continuous lateral restraint attached to
flat TC as indicated. Lumber shall be
structural grade. Brace 0 24" o.c. unless
noted.
7-10-15t 7-10-15
1 2 4 5 6 7
6.00 8-0-0 -6.0
6X6
6X6
61
W:508
R:1170
U:-88
2
8 9 10 11 12
All connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates
are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and
position as shown above and on the Joint Details report, unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or coverpage listing this drawing, indicates acceptance of professional engineering responsibility
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
Designer per ANSI/TP1I Sec.2
For more information see this job's general notes page and these web sites:
ALPINE: www aloineitw.com: TPI: www instoro: WTCA: www sbcindustry orn: ICC: www.iccsafe.ora
Qtv: 2
This design based on chord bracing applied
per the following schedule:
max o.c. from to
TC 24.00" 7-10-15 16- 0- 0
UPLIFT REACTIONS) :
Support C&C Wind Non -Wind
1 -88 lb
2 -88 lb
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed - Yes,
Truss Location - Not End Zone
Exp Category = C
Bldg Length = 40.00 ft Bldg Width = 30.00 ft
Mean roof height = 12.f4 ft, mph - 110
Occupancy Category II, Dead Load • 13.2 psf
Designed as Main Wind Force Resisting System
- Low-rise and Components and Cladding
Tributary Area = 48 sqft
B2
W:508
R:1170
U:-88
aUTrE eourv-rY
auILuorvG DIvesioN
/ IV
-`PPROVED
EA
`z
4 s' 1155
t�A A��N
Hu. C 72160
6/30/2017
23
V
Cust: Proframe Construction
W0: DriveJM-0550517_L000
JD: Drive -M -0550517_L00007_300001
Dsgnr: BW #LC = 64 WT/PLY: 164#
TC
Live
TC
Snow(Pf)
TC
Dead
BC
Live
BC
Dead
20.00 psf
0.00 psf
15.00 psf
0.00 psf
10.00 psf
Bldg Code: CBC -2016
LiveDur L=1.25 P=1.25
SnowDur L=1.15 P=1.15
Rep Mbr Bnd / Comp / Tens
1.10 / 1.10 / 1.10
O.C.Spacing 2- 0- 0
DEFL RATIO: L/240 TC: L/24
0
0
rn�
V
CD
SQ
C•
TLIS
�1
W
n
r-4-
0
C
O
b
O
D
Job Name: Walker Residence
Truss ID: R3
Qty: 2
Cust: Proframe Construction
W0: DriveJ�L0550517_L000
O
C�
IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
• Dri ve�L05 50517_1_00007_] 00001
BRG X -LOC REACT
SIZE REQ'D
TC 2x6 DFL #2
Designed per ANSI/TPI 1-2014
This design based on chord bracing applied
the following schedule:
1 0- 2-12 1170
5.50" 1.50��
::
2x4 DFL #1 & Btr. 3-4
BC 2x4 DFL #1 & Btr.
Fabrication Tolerance - 20.0%
Bearings designed for an FcPerp value of the
per
max o.c. from to
2 23- 9- 4 1170
��
5.50 1.50
WEB 2x4 DFL STANDARD
lesser of the truss chord lumber value or
TC 24.00" 9-10-15 14- 0- 0
MAX DEFLECTION (span)
:
Kcr (creep factor) - 3.00
625 for all bearings.
Refer to Joint QC Detail Sheets for
UPLIFT REACTIONS) :
Support C&C Wind Non -Wind
L/999 MEM 9-10 (LIVE) LC 58
L- -0.23" CC- -0.27" CL- -0.50"
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
Cq factors and Rotational Tolerances.
BCLL.
1 -89 lb
2 -89 lb
CRITICAL MEMBER FORCES:
TC COh1P. DUR. / TENS.
DUR. CSI
and ANSI/TPI and are reported in ESR -1118.
Drainage shall be rovided to avoid ponding.
Loaded for 10 PSF non -concurrent
Loaded for 200# non -concurrent moving BCLL.
This truss is designed using the
ASCE7-10 Wind Specification
TRUSPLUS 6.0 VER: T6.5.21
For more information see this job's general notes page and these web sites:
ALPINE: www.aiQine*tw.com; TPI:wViwjpinstora; WTCA: www, bdndustrvotg: ICC: www.iccsafe.ora
PLATING BASED ON GREEN LUMBER VALUES.
Continuous lateral restraint attached to
1-2 -1711 1.25 / 117
2-3 -14621.25/ 1221.60
1.60 0.24
0.13
Not designed for attic storage unless
flat TC as indicated. Lumber shall be
Bldg Enclosed - Yes,
Truss Location =Not End Zone
3-4 -1291 1.25/ 120
1.60 0.32
noted otherwise.
structural grade. Brace 0 24" o.c. unless
noted.
Exp Category = C
4-5 -1457 1.25/ 121
1.60 0.13
Bldg Length 40.00 ft Bldg Width 30.00 ft
5-6 -1710(l.251/ 118
1.60 0.25
Mean roof height - 12.'14 ft, mph - 110
Occupancy Category II, Dead Load - 13.2 psf
BC COMP. DUR. / TENS.
DUR. CSI
Designed as Main Wind Force Resisting System
7-8 -381.60)/ 1442
1.25 0.65
- Low-rise and Components and Cladding
8-9 / 1288
1.25 0.52
Tributary Area - 48 sqft
9-10 -38(1.60)/ 1442
1.25 0.66
WB COMP.DUR./ TENS.
DUR. CSI
2-8 -2931.25/ 89
1.60 0.10
3-8 -101.60/ 448
1.25 0.18
3-9 -1421.25/ 152
1.25 0.11
4-9 -2160/ 397
1.25 0.16
5-9 -29311:251/ 90
1.60 0.10
3
9-10-15i 9-10-15
1 2 4 5 6
6.00 4-0-0 1 -6.0
6X6
Syr,
131
W:508
R:1170
U:-89
7 8 9 10
5-11-10
SHIP
I
0-6-4
B2
W:508
R:1170
U:-89
COUNTY
BUILDINIG D1V1Qr,1
%4
z
T.
r
nom. � %
Hu. C72160
•W X y
CI►IIL
CA40 l/
All connector plates are ALPINE Wave 20 ga., unless preceded by "H• for High Strength 20 ga., "S• for Super
Strength 18 a. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates
are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. p 6/30/2017
268 - Homewood Trus
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**
Cust: Proframe Construction
W0: DriveJ�L0550517_L000
O
C�
IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
• Dri ve�L05 50517_1_00007_] 00001
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component
bracing BCSI. Unless
Dsgn r : BW #LC = 64 WT/PLY : 161#
Safety Information, by TPI and VI/TCA) for safety practices prior to performing these functions. Installers shall provide temporary per
TC Live 20.00 psf
p
Li veDu r L=1.25 P=1.25
TM
noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3. B7 or B10, as applicable. Apply plates to each face of truss and
Q
[F20N
position as shown above and on the Joint Details report, unless noted otherwise.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in
TC Snow (Pf) 0.00 psf
15.00
SnowDu r L=1.15 P=1.15
Rep Mb Bnd / Comp / Tens
TC Dead psf
r
AN ITW COMPANY
conformance with ANSIITPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility
BC Live 0.00 psf
1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairie, Tx 75050
solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building
BC Dead 10.00 psf
0 . C .Spacing 2- 0- 0
DesignerperANSI/TPII Sec.2
TRUSPLUS 6.0 VER: T6.5.21
For more information see this job's general notes page and these web sites:
ALPINE: www.aiQine*tw.com; TPI:wViwjpinstora; WTCA: www, bdndustrvotg: ICC: www.iccsafe.ora
Bldg Code: CBC -2016
g
DEFL RATIO: L 240 TC: L/241
/ /
J
0
n
11
CD
CD
Q
C.
IS
71
M
0
r_+1
O
CD
O
b
O
3
0
Job Name: Walker Residence Truss ID: R4 Qty: 1 1
BRG
X -LOC REACT
SIZE
REQ'D
1
0- 2-12
1170
5.50"
1.SO"
2
23- 9- 4
1170
5.50"
1_.50"
MAX
DEFLECTION (span)
:
L/999 MEM 7-8
(LIVE)
LC
52
L- -0.21" CC= -0.19" CL= -0.40"
CRITICAL MEMBER FORCES:
TC
COMP. DUR. /
TENS.
DUR.
CSI
1-2
-1771 1.25 /
79
1.60
0.16
2-3
-1590 1.25 /
122
1.60
0.15
3-4
-1591 1.25 /
122
1.60
0.15
4-5
-1771 1.25 /
79(1.60)
0.16
BC
COMP.(DUR. /
TENS.
DUR.
CSI
6-7
-10(1.60 /
1500
1.25
0.54
7-8
/
1012
1.25
0.56
8-9
-10(1.60)/
1500 1.25
0.54
WB
COMP. DUR. /
TENS.
DUR.
CSI
2-7
-368 1.25 /
103
1.60
0.09
3-7
-20 1.60 /
586
1.25
0.24
3-8
-20 1.60 /
587
1.25
0.24
4-8
-368 1.25 /
103
1.60
0.09
TC 2x6 DFL #2
BC 2x4 DFL #1 & Btr.
WEB 2x4 DFL STANDARD
Kcr (creep factor) = 3;00
Refer to Joint QC Detail Sheets for
Cq factors and Rotational Tolerances.
Loaded for 10 PSF non -concurrent BCLL.
Loaded for 200# non -concurrent moving BCLL.
Not designed for attic storage unless
noted otherwise.
-14
I
0-6-4
3
Designed per ANSI/TPI 1-2014
Fabrication Tolerance = 20.0%
Bearings designed for an FcPerpp value of the
lesser of the truss chord lumer value or
625 for all bearings.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in ESR -1118.
PLATING BASED ON GREEN LUMBER VALUES.
11-11-4 1 12-0-12
1 2 3 4 5
6.00
8X10
. 11
131
W:508
R:1170
U:-77
6 7 8 9
I
0-6-4
B2
W:508
R:1170
U:-77
UPLIFT REACTION(S) :
Support C&C Wind Non -Wind
1 -771b
2 -771b
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed = Yes,
Truss Location = Not End Zone
Exp Category = C
Bldg Length 40.00 ft, Bldg Width - 30.00 ft
Mean roof height = 13.25 ft, mph 110
Occupancy Category II, Dead Load = 13.2 psf
Designed as Main Wind Force Resisting System
-Low-rise and Components and Cladding
Tributary Area- 48 sgft
6-11-12
I SHIP
BUTTE COUNTY
BUILDING DIVISION
r;P P R Var-ED
No. G 72160
CIV61
��V
All connector plates are ALPINE Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S' for Super
Strength 18 ga. Plates are to be positioned per Joint Detail Report. Circled plates and false frame plates 6/3012017
are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates.
268 - Homewood Trus "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cust: Proframe Construction
(CAT "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. w0: Drive -M -0550517-L000
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component I D : Drive -M-0550517-1-00007 - 3 00001
Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless Dsg n r : BW ##LC =64 WT/PLY : 160#
TM noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown TC Live 20 00 psf Li VeDU r L=1 2 5 P=1.25
[Pition
for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and pQposas shown above and on the Joint Details report, unless noted otherwise. TC Snow(Pf) 0.00 psf SnowDu r L=1.15 P=1.1$
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing, any failure to build the truss in TC Dead 15.00 psf Rep Mb r Bnd / Comp / Tens
AN ITW COMPANY conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or coverpage listing this drawing, indicates acceptance of professional engineering responsibility BC Live 0.00 psf 1.10 / 1.10 / 1.10
2820 N. Great SW Pkwy. Grand Prairfe, TX 75050 solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building BC Dead 10.00 psf 0. C .Spacing 2- 0- 0
Designer perANSI/TPI 1 Sec.2
For more information see this job's general notes page and these web sites:
TRUSPLUS 6.0 VER: T6. $ .21 ALPINE: www.alpineitw.com: TPI: www.tDinst.oro: WTCA: www.sbcindust[y.org: ICC: www.lccsafe.orQ Bldg Code: CBC -2016 DEFL RATIO: 1-/240 TC: 1-/24
/ .c`r"
. R G G u:� R Y
A R C llI C
383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719
Structural
1308
N
Calculations
No. C21283
REN 17
JAStructuraMesign Data - Residential.doc
Code used:
Floor loading.
Roof loading:
Wind loading:
Seismic:
2016 California Building Code
Live loads:
Uninhabitable attics w/o storage: 1 Opsf
Uninhabitable attics w/ limited storage: 20psf
Habitable attics and sleeping areas: 30psf
All others except balconies and decks: 40psf
Dead load -101bs/square foot
Live loads:
20lbs/SF
Dead loads:
Typical roof - 20 lbs/SF
tile roof
Basic 3-5econd gust wind speed (mph) 110
Wind importance factor, l 1.00
Wind exposure category C
Internal pressure coefficient, GCpi +/-0.18
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 0.317
Seismic design category D
Basic seismic -force -resisting system (s)
Bearing wall system - plywood shearwalls
Seismic response coefficient(s)'.. Cs 0.089
Response modification factor(s), R 6.5
Analysis procedure;
Equivalent lateral force procedure
k � [W) 'y � RI
2
Simplified Envelope Procedure Per ASCE 7-10, Chapter 2S.
1. Risk category 2 (table 1.5- 1)
2. Basicwindspeed: 110mph (figure26.54A)
3. Exposure: C (section26.7)
4. Kzt=1.0 (section26.8)
5. k = 1.21 (figure28.6-1)
6. Roof slopes: 26.57° (6/12)
7. Mean roof height: 15ft.
PS = XKA Pia ( eq. 2R.6-1)
Wind Pressures
Roof internal zone: (7.80 psf) (6) = 4.68 psf
Roof end zone: (8.87 psf) (.6) = 5.33 psf
[(2)(4.68psf) + (5.33psf)] / 3 = 4.91 psf average overall wind pressure
Wall internal zone: (20.98 psf) (.6) = 12.59 psf
Wall end zone: (28.22 psf) (.6) = 16.93 psf
[(2)(12.59psf) + (16.93ps fl] / 3 = 14.04 psf average overall wind pressure
j
41 1
. - � .. r+tee!"'.-w�+A e..v►
♦sa � 4� �_� �� 1'G�T�r
16
a 6) 111
Gj
W ui
Ql:
ai
G C U
i .T.
i:i Rl m
in m
cnN!�
m m m
c,Vly+
C:
71 f'i
aa��o�a
ssnal6baQ F
sa�i�ds 60-JIS-yZZ915 F -1
sa�i�ds dna}s 915 ❑
a�ijds 21 doh aad s,p91 ( ) El
- je
GUOHO 11101331103
-bZe1S5 'anod ai6u�S @ oz:ej-cc, '-bfIQH F -I
anod Z � OZ9155 'anod a�6ui5 � 919155 tnQH -O
•aapbaY snou�auo� 01 sod
x-17 woad sdnJjs „uosdw�s„ a� /M auinjojjoc� F -I
MoIaq IGIOr wI%84 01 sdnJIS uMopplOH 915 1:1
P,bOJ s,uMoplO4 ON F-1
r
ajbn'bapn si IlbM .gad s,•q•b (Z:)
oulw
/M ',:)'O Q—�G) p Sl'Cl'o
'sl%�!ioddns -t-tv is 'C
` ..,..,ti,v+.......,,.,...+.� y� ,V firer. � 7J/'�`• ,l'
'�'o ZI'
-,law
w
ONINunim3AO
4293?J 3NON
0
7 0
p s11 oq aoyo;)ub
�saissn
El
0 „ z/( pai�i�ads �9�
SIIOS HOHONV
J fir, •pq •dF6 ( �
aaJsn{d loos) G
@ S,pB Im 'hlQ xo� ..Q/G
3
=GIG Y ISI J
R H I
SIIVMIIV3HS
Project:
Location: GARAGE DOOR HEADER
Roof Beam
[2016 California Building Code(2015 NDS)]
5.5 IN x 10.5 IN x 18.6 FT
24F -V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 190.1 %
Controlling Factor: Deflection
DEFLECTIONS Center
ksi
Live Load 0.20
IN
U1100
650
Dead Load 0.22
in
650
psi
Total Load 0.43
IN
U522
Moment of Inertia (deflection):
Live Load Deflection Criteria: 0240 Total Load Deflection Criteria: 0180
in4
530.58
in4
Moment:
REACTIONS A_-
ft Ib
B
ft -Ib
Live Load 670
Ib
670
Ib
Dead Load 740
lb
740
Ib
Total Load 1410
Ib
1410
Ib
Bearing Length 0.39
in
0.39
in
BEAM DATA
Span Length
18.6
ft
Unbraced Length Top
0
ft
Unbraced Length -Bottom
0
ft
Roof Pitch
6 :12
Roof Duration Factor
1.25
MATERIAL PROPERTIES
24F -V4 - Visually Graded Western Species
Base Values
Bending Stress: Fb = 2400
Fb cmpr = 1850
Shear Stress:
Modulus of Elasticity:
Comp. -L to Grain:
Cd= 1.25
Fv =
Cd=1.25
E=
Fc --L=
psi
psi
265 psi
Adjusted
Controlled by:
Fb' = 3000 psi
Fv' = 331 psi
1800
ksi
E'=
1800
ksi
650
psi
Fc - -L =
650
psi
Controlling Moment: 6556 ft Ib
9.3 ft from left support
Created by combining all dead and live loads.
Controlling Shear: -1410 Ib
At support.
Created by combining all dead and live loads.
Comparisons with required sections:
Req'd
Provided
Section Modulus:
26.22
in3
101.06
in3
Area (Shear):
6.38
in2
57.75
in2
Moment of Inertia (deflection):
182.88
in4
530.58
in4
Moment:
6556
ft Ib
25266
ft -Ib
Shear:
-14101b
12753
lb
NOTES
StruCalc Version 10.0.1.1
6/20/2017 11:51:59 AM
page
of
LOADING DIAGRAM
A 1$.6 ft B
ROOF LOADING
Side One:
Roof Live Load:
Roof Dead Load:
Tributary Width:
Side Two:
Roof Live Load:
Roof Dead Load:
Tributary Width:
LL =
18
psf
DL =
15
psf
TW =
3
ft
LL =
18
psf
DL =
15
psf
TW =
1
ft
Wall Load:
WALL =
0
plf
Non -Snow Roof Loaded Area:
RLA =
74.4
plf
SLOPE/PITCH ADJUSTED
LENGTHS AND LOADS
Adjusted Beam Length:
Ladj =
18.6
ft
Beam Self Weight:
BSW =
13
plf
Beam Uniform Live Load:
wL =
72
plf
Beam Uniform Dead Load:
wD_adj =
80
plf
Total Uniform Load:
WT =
152
plf
.... ' _. a ...
9
r\�
/ v
-COAT ST
I" FOAM
DYERS GF
_DG. PAP
P. PER 'Hl
:OTE' 5Y:
z EQ. NEI
32)
vcco o/
:IM
FRONT ELEVATION i/4"=1'-011
_1 1 N
SECTION A- I v4"=1'-011
LINE OF 5TEMWALL
BEYOND
�" FELT
5TR1 P ,
DRIVEWAY \1 t
SLAB �
TYP I CAL
EASED EDGE
GONG. SLAB, SEE
FOUNDATION PLAN
m,
OARAOE POOR OPEN I NO
F-141 I" = I' -O"
P.T. SILL W/ ,V:2 " DIA. x 12" A.B. ® 6'
O.G. AND 12" MAX. FROM ENDS W/
3"x3"x.229" PLATE WASHERS, TYP.
Vz GONG. SLAB, SEE
FOUNDATION PLAN
• ..•- -•N
_..�����mnn�uIIIIIIIIIIIQ� �•-•-•-��Y�•--
OAizAOE FOOT I NO
F-18 III = II-OII
GONG. FOR WEEP SCREED
LEFT ELEVATION v4"=1'-011
A55 ® 4'-0"
O.G., TVP., U.O.N:
11 X11
SEE GUTTER " v
2x8 FASCIA \� j
2 CONT. VENT
ROOF NOTES:
I" MIN. AIR
SPACE TO
INSULATION
VENTS
2x4
OMIT BLKG.
12'-0" O.G.
2 -GOAT
STUCCO O/ 11,
FOAM
SHEARPLY
EAVE DETAIL
R --j III = 11-OII
ME
s
I. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES a 24" O.G. TYP. U.O.N.
2. ROOF PITCH SHALL BE:
6:12, TYP.
3. ROOF O.H. SHALL BE:
1'-0" a 6:12 PITCH
4. ROOF COVERING SHALL BE:
GONG. TILE o/ 30# FELT 0/Y2 COX
OR 058. w/ &CIS ®6", 12" O.G.
5. REQUIRED ATTIC, VENTILATION:
516 / 150 = 3.84 50. FT. OF NET FREE AREA
VENTILATION REQUIRED.
• LOW VENTING: PROVIDE 96' OF CONT. SOFFIT
VENT ® .063 50. FT. PER FT. - OMIT
BLOCKING a 12'-0" O.G. TOTAL LOH VENTING
PROVIDED: 4.32 5Q. FT. OF NET FREE AREA
fit I OHT I$ REAR ELEVATIONS 1/4"=1'-011
GOVERNING CODES:
2016 GBG, 2016 GRG 2016 CEG, 2016 GPO, 2016 CMG,
2016 OFC, 2016 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS
2016 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II
2016 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT, 2015 EDITION NFPA 101, 2016 00550
OCCUPANCY GROUP: GROUP: U
ALLOHABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: 3,000 S.F.
AGTUAL FLOOR AREA: 5'16 SQ. FT.
ALLOWABLE STORY/HEIGHT: (1) STORY / 40'-0"
ACTUAL 5TORY/HEIGHT: (1) STORY / 1"71-0"
CONSTRUCTION TYPE: TYPE VB
AUTOMATIC SPRINKLER: WA
HILDLAND URBAN FIRE
INTERFACE: WA
A-/ 7-0('-�
SINGLE POLE SWITCH
FUTTL COUNTY f7f`i ELOPMENTSERVICES
1� s~° i
LIf•.,. VII .\q'- ED
FUR
n�^7 �.'�A I'ix' 1 G )P...:.��.
qi
�J�'wfj/ E
DATE_%'Z� 1 / - -- - --- -
BY -6
ROOF PLAN 1/4" = I'-011
SINGLE POLE SWITCH
O ENERAL NOTES
Cq
Z=
THREE WAY SWITCH
GIRDER TRUSS (2 PLY)
PANEL BOARD
ROVIDE SOLID1111111
DUPLEX RECEPT.
BEARING UNDER
FUEL GAS OUTLET
GIRDER TRUSSES.
I.
WHERE MULTIPLE
STUDS ARE 6:12
REQUIRED, FACE
H05E BIBB
NAIL STUDS
2.
TOGETHER w/ 16d
AUTOMATIC GARAGE
SINKERS a 6" O.G.,
TYR
DOOR OPENER LISTED IN
GIRDER TRUSS (2 PLY)
GLC. MTD. F I XT.
�x
� N
5HEARV4ALL SCHEDULE:
5�"x10 " 24F -V4 GLB.
INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH
ROOF PLAN 1/4" = I'-011
ELECTRICAL NOTES: II. (TYPICAL FASTENERS SHALL BE INSTALLED IN
I. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE CONFORMANCE w/ GBG TABLE 2304.x.1.
LISTED TAMPER RESISTANT RECEPTACLES. 12. STRUCTURAL COMPOSITE LUMBER SHALL BE VER5A-LAM
Fb3100 OR VER5A-RIM AS MFR. BY 5015E CASCADE.
2. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE 13. BEARING HALL HORS. SHALL BE 4x10 #2 OR 6x8 D.F. #1
SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blbs OR MIN., TYP., U.O.N.
EXCEEDS 161n. IN ANY DIMEN51ON SHALL NOT BE SUPPORTED BY THE
SCREW SHELL OF A LAMP HOLDER PER 2016 GEC SECTION 410.30. (a).
OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILINGL.GTRI GSL SYMBOLS
FANS PER 2016 SEGTION 314.27 (a 4 Al -
3. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR.
4. ALL LUMINAIRES SHALL BE JA5-2016 LISTED HIGH-EFFIGAGY.
5. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND
OFF 5HITGH AND
I. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR
2. PHOTO CONTROL, OR
3. ASTRONOMICAL TIME CLOOK,
4. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS)
FOUNDATION NOTE5:
I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN
b" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2016 ORO SECTION R401.3
2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
I _ I
I i o I
I � I
4" GONG. SLAB w/ #3 BAR
2'-0" O.G. BOTH WAYS o/ 2"
SAND o/ 6 MIL. VB (w/JOINTS
LAPPED 6" MIN) o/ 4" BASE
R.O. FOR 18' GAR. DR.
L
kp
2
FOUNDATION PLAN 1/4" =I' -o"
SINGLE POLE SWITCH
O ENERAL NOTES
$3
THREE WAY SWITCH
G-I.I
PANEL BOARD
DUPLEX RECEPT.
CONCRETE
FUEL GAS OUTLET
I.
CONCRETE TO BE 5 SACK MIX, 2500 P51 ® 28 DAYS
H05E BIBB
N
2.
REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED
AUTOMATIC GARAGE
BARS -TYPE N OR 40.
DOOR OPENER LISTED IN
H
GLC. MTD. F I XT.
ROUGH CARPENTRY
5HEARV4ALL SCHEDULE:
I.
INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH
o0
M
w/ GFI OUTLET
HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED
SYMBOL:
SHEARWALL:
I.
DRAFT OPENINGS AS REQUIRED BY CODES.
LISTED HIGH -EFFICACY.
2.
2.
STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE
DAMP LOCATIONS"
GRADES INDICATED OR BETTER (MPA GRADING RULES)
A(o
" GDX PLYWD. OR OSB
7/46/
UNLE55 NOTED OTHERWISE.
soW
Sd'S ®6", 12" O.G.
CONGEALED 4x BEAMS 4 POSTS ......................... NO. 2
5/8" COX PLYWD. OR OSB
Oct
EXPOSED 4x BEAMS 4 POSTS...............................NO. I
bx BMS 4 P05TSI
Q4
w/ 5d'5 a 4", 12" O.G. w/
.........................................................NO.
2x JOISTS AND RAFTERS........................................NO. 2
4x STUDS ® ADJ. PANEL
STUD, SILLS, PLATES...................................................NO. 2
SPLICES
SILLS ON CONCRETE...................................................PTHF
Q
3/8" COX PLYWD. OR OSB
5
w/ Sd'S ® 3", 12" O.G. 5
3.
MISC. FRAMING NOT NOTED....................................NO. 2
PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND
SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT
M
4x STUDS ADJ. PANEL
' y
STANDARDS P5 1-55.
00
M
SPL I GES
4.
NAILS AT PLYWOOD PANELS SHALL HAVE 5/6" EDGE
D15TANOE AND SHALL NOT PENETRATE FACE -PLY.
Q
5/8" COX PLYHD. OR OSB
w/ 8d'5 ® 2",12" O.G. w/
5.
NO PIECE OF PLYHOOD ROOF, FLOOR OR WALL
O
O
SHEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION.
4x STUDS a ADJ. PANEL
6.
FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR
>
H
SPLICES
APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED
Qo
"I.
PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS
I. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYP., U.O.N.
8.
TO FOUNDATION.
PROVIDE FIRE BLOCKING IN CONGEALED SPACES
VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/
2. ALL PLYWOOD
PANELS SHALL HAVE ALL EDGES BLOCKED.
2016 ORO SECTION 8302.11.
W
Q4
9.
FASTENERS FOR PRESERVATIVE TREATED AND FIRE
H
Z
TREATED HOOD SHALL BE OF HOT DIPPED ZING COATED
GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE
COATING WEIGHTS FOR ZING COATED FASTENERS SHALL
BE IN ACCORDANCE w/ A5TMA 153. 2016 ORO SECTION
Q
R311.3.
�
10.
EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd
ELECTRICAL NOTES: II. (TYPICAL FASTENERS SHALL BE INSTALLED IN
I. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE CONFORMANCE w/ GBG TABLE 2304.x.1.
LISTED TAMPER RESISTANT RECEPTACLES. 12. STRUCTURAL COMPOSITE LUMBER SHALL BE VER5A-LAM
Fb3100 OR VER5A-RIM AS MFR. BY 5015E CASCADE.
2. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE 13. BEARING HALL HORS. SHALL BE 4x10 #2 OR 6x8 D.F. #1
SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blbs OR MIN., TYP., U.O.N.
EXCEEDS 161n. IN ANY DIMEN51ON SHALL NOT BE SUPPORTED BY THE
SCREW SHELL OF A LAMP HOLDER PER 2016 GEC SECTION 410.30. (a).
OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILINGL.GTRI GSL SYMBOLS
FANS PER 2016 SEGTION 314.27 (a 4 Al -
3. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR.
4. ALL LUMINAIRES SHALL BE JA5-2016 LISTED HIGH-EFFIGAGY.
5. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND
OFF 5HITGH AND
I. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR
2. PHOTO CONTROL, OR
3. ASTRONOMICAL TIME CLOOK,
4. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS)
FOUNDATION NOTE5:
I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN
b" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2016 ORO SECTION R401.3
2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
I _ I
I i o I
I � I
4" GONG. SLAB w/ #3 BAR
2'-0" O.G. BOTH WAYS o/ 2"
SAND o/ 6 MIL. VB (w/JOINTS
LAPPED 6" MIN) o/ 4" BASE
R.O. FOR 18' GAR. DR.
L
kp
2
FOUNDATION PLAN 1/4" =I' -o"
24'-C
24.0'
FLOOR / ELECTRICAL PLAN 1/4" = 11.011
1:1- 136S
i!!?-Il?1!-tl21!
511011 (5 76) Wl F 1 6 C
7!6,201'
ME
NOR. TH
Revision:
SINGLE POLE SWITCH
TUBE LIGHT FIXTURE
$3
THREE WAY SWITCH
_77"Ti
PANEL BOARD
DUPLEX RECEPT.
F.G
FUEL GAS OUTLET
220 VOLT OUTLET
H'B'+{-
H05E BIBB
N
DUPLEX SPLIT HIRED
_GPI
AUTOMATIC GARAGE
_ r
DOOR OPENER LISTED IN
H
GLC. MTD. F I XT.
ACCORDANCE w/ UL 325,
o0
M
w/ GFI OUTLET
HALL MTD. FIXTURE
�+
I.
ALL LUMINAIRES SHALL BE JA8-2016
LISTED HIGH -EFFICACY.
2.
ALL EXTERIOR LIGHTING
FIXTURES SHALL BE "SUITABLE FOR
DAMP LOCATIONS"
24'-C
24.0'
FLOOR / ELECTRICAL PLAN 1/4" = 11.011
1:1- 136S
i!!?-Il?1!-tl21!
511011 (5 76) Wl F 1 6 C
7!6,201'
ME
NOR. TH
Revision:
Date:
By:
N
t
H
�
o0
M
�+
.0
�
d
M•p�l
soW
Oct
U"`
M
' y
00
M
Wz�
I�
O
O
>
H
O
Qo
W�C\2
W
Q4
O
H
Z
O
Q
�
r
V1
On
Z
Z
04
<4
O
O
U
W
C
E1
E-1
O
O
1.4
u
H
O
AAA.
�0
* No. C
N�
2
REN.
/1
2
4ALKER
SHOP
5-76
Date
MAY 2017
Scale
Drawn JMR
Job
16-2251
Sheet
Of
Sheets
0
�
#
3
n
efr 2016 Low -Rise Residential Mandatory Measures Summary
EM Low-fise reddenth'al buildrgE su4ect to tt,4,- Energy Standards must comply 0h all applicable mandatory measixes, regar6� of tll,�e corripfiance approach
used. Re Oew the respec�ve secton for more informafion 'Excepfions majv app�y
(066nal MMIN
Building Envelope Measures:
§ 1 10,6 (8)l :
Air Leakage. t0lanufactured fenestration, exterior doors, and eytenor pet doors must limit air leakage to 0 3 cfrrVftl or If. -ss when tested per
space must have a hole forthe placement of a stalic pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the
NFRC-400 or ASTM E283 or AAMAJWDMNCSA 1 011S.21A440-201 1 �'
§ 1 10 6(a)5.
Labeling. Fp,resirdion prodtO.,; must havp a 141A meeting thp requiremprils of § 10-1 I 1 (a)
§ 110,15(b).
Field fabricated exterior doors and fenestration prodT s must we 1 -1 -factors and solar heat gain coefficient (SHG,C) values frorn TABLES
'
Reference Residential Appendix RA3 3� This appl-es to both single zone cenlral forced air systems end every zone for zonally corl rolled central
11 0 6-A and 1 10 6-8 for c,.Tnpliarce and must be caulked and1or weatherstripped
§ 110 7,
Air Leakage. All joints, penetrations, and other openings inthe bulding envelope that are potential sources of air leal<age must be caulked,
Ventilation for Indoor Air Quality. Al dwelling units must meet the requirements of ASHRAE Standard 622 Neither wndcrw operation nor
clasketed, or weather strippted
§ 1 10,8(d):
Insulation Certification by Manufacturers. Insulation spec ified or installed must meet Standards for Insulating Material,
§ 110,8(1:
, ).
Insulation Requirements for Heated Slab Floors. Heated stab floors must be insdated per the requirements o(§ I I 0.8(g
§ 1 10,8 (i):
Roofing Products Solar Reflectance and Thermal Errlitt2nca The thermall emittarce and aged solar reflecteme values of the roofing
testing, in accordance with Refprence Residential Appendix RA3 7.
terial Must meet the recOrements of ,§ 1 10.80i when the inslallation of a cool roof is specified on the CF1 R.
§ I 10,80)�
Radiant Barrier. A radiart bar�rier must have an emittance of 0 05 or less and becertified to the Deparlment of Consumer Affairs,
§ 1110,4(dj�
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation inwood-frame ce"ling orthe weighted average 1-1-faclor must not exceed 0.043,
Water piping and cooling system line Insulation. Pipe forcooling system lines must be insulated as specified in§ 150.00)2A Distribution
Mnimurn R-19 or weighted arverage 1 -1 -factor of 0.054 or less in a rafter roof Opralion. Altir, access doors must h. -,e permanently attached
§ 150,0(4:
insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulalion must be installed in
§ 110,4(b)1:
drect conlact with a continuous roof or ceiling which is sealed to limit infiltration arid exfiltralion as specified in § 1 110.7 includimbutnotlimited
, ._
Insulation Protection. Insdation exposed toweather must be. installed with a cover suitable for outdoorservice. For example, protected by
to placing insulation eilher above or Mow the roof deck or on lop of a drywdl ceiling.'
§ 150 om�
Loose -fill Insulation. Loose fill insulation must meet the marifacturer's required density for the labeled R -value_
'
§ 1 10A (b)3.
'
Wall Insul ation. Minimum R-1 3 insulation in 2x4 irch wood framing wall or ha.,e a Ufador of 0 1 Cr2 or less (R-1 9 in 2x6 or U -fa, --,tor of 0-074 cc
I
§ 15a0p.
less). Opaque non -framed assemblies must have an overell assembly U -factor not exceeding 0 1OZ equivalent to an installed value of R-1 3 in a
§ 1 105.
wood framed assembly.*
§ 15D.0(4.
Raised -floor Insulation. MInimum R-19 insulalion in raised wood framed floor or 0.037 maximum U -factor.'
§ 150.0ft
Slab Edge Insulation. Slab edge insuldim. must meet all of the following have awater absorption rate, for the insulation mitenal alone without
Lighting Measures:
fcacings, no greaterthan 0.3%,, have a wallerva N,r permeance no greater than 20 permlinc� be protected from physical damage arid LIV light
, _
Lighting Controls and Components. A] lighting control devices and systems, ballasts, and luminaires must meet the applica. bit, requirements
-
deteriorellion,' and, when ins.'alied as part of a heated slab floor, meet the requirements of § 110,8(J_ '
of § 1 10.9
Vapor Retarder. InChiTtYleZones 1-16, theearthfli�x)r of urventedmdwl spxeiriu�! beccrjert-Jwrlh a Cidss I iii-ClassIl vdporre!d�dGr. This
§ 150,0(q�l:
.
requi rem. ent also appli Ps to con! rot led venti Ialinn crawl space for bui IdinT complyi rq 0 th the e.,wrepl ion to 1 0 d)
, . § 50 (
be certified to the Enerc JAB.
ry Commission acw4dingto Reference Joint Appendix
Vapor Retarder.In ChmateZones 14 and 16, aClass I or Class 11 vapor retarder must be installed ontheconditioned space sideof all
§ 150 0(J2.
insulation in all exteriorwalls, ventedattics, and unvented alticswith air -permeable insulation. I
§ 150.0(4.
Fenestration Products. Fenestration, inclWing skylights, separating condtioned spacefrom urconditioned space oroutdoors mist. have a
other dpvice must be no greater than the number of bedrooms These electrical boxes must be served by a dimmer, vacancy senscircontrol, or
maximurril-l-fiaotorof0,58, or theweighted average U_factorof all fenestration must not exceedO58.'
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 150.0(e)1A
Closable Doors. Masonry orfactory-built fireplaces mist havee a closable metal or glass doorcovering the entire opening of the firebox. -
§ 150.0(P) 1 8:
Combustion Intake Masonry or fai,tory-built fireplaces must have acombustion outside air intak.e, which is at least six square irr.hes in area
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verificalion and diagnostic testing
�
and is equipped with a readily accessible, operable, and tight-filtinq damper orcombustion--air control device.*
� _
§ 150.0 (e) 1 C�
Flue Damper. Masonry orfactory-built fireplaces must have aflue damper with a readily accessible control.'
§ 150.0(e)2.
Pilot Light Continuous burning pilot lights andthe use of iridoor airfor cooling a fireboxjacket, winien that indoor air is vented to the outside of
meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or
the bLilding, are prohibited. I
Space Conditioning, Water Heating, and Plumbing System Measures:
§ I 10.0-§ 1 10.31
e , Lit at ed
Certification. Heating, ventilation and arconditioning (HVA,C) equipment, water heaters, showerheads, faucets, arid all other r--
by vacancy sensors.
appliances Must be certifiedby the anLfa(.-,tLrertoth,,,Enerct�Comr,ris§on.*
�
§ 1102(a)
HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110 2-K.'
st meat the applicable requirements of � 150,0(k),*
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplerrientar ' v electric resista!r.e heaters
§ 1 10.2 (b).
Must ha�e controls that prevent supplementary heater operation when the heating load can be met by the heat punp alone, and in which the
with Reference JointAppendix JAB, Installed lamps must be marked with'JAR2016' or'JA8-2a16-E' as specified in Reference Joint Appendix
cul -on lerriperature for compression heatirq is higher than tt-le cut -on temperature for supplementary heating and the out -off temperature for
�
J* *
�
compression heating is higher than the cul -off temperature for sLpplemenlary heating.'
§ 110.2((,)�
Thermostats.All Lnitatyheating orcooling. systems not controlled byacentral energy management control system (EMCS) must hcafe a
-
interior Switches and Controls. At forward phase cut dimmers used with LED light sources must comply with NEMASSL7A
setha-* thpirmostal.*
Interior Switches and Controls. Exhaust farts must be s0ched separately frorn lighting systems! I
Water Heating Recirculation Loops Serving Multiple Dwelling Units. �Nater heating recirculation loops serving multiple dwelling units must
§ 110.3(,7)5-
meet th- arrelease w0ve, backflowprevertim, pump priming. pump isolationvalve, and reciroulationloopconnection requirements of§
switched ON and OFF. -
1103(C)5.
§ 110.3((,)7:
IS012tion Valves. Instarilarrous water heaters with aninpull rating greater than6.8 kBTU1hr � kA must have isi-4ation valveswith hose, bibbs
Interior Switches and Controls. No control must bypass a dmmer orvacancy sensor function if the control is installed to comply w1,111
or other fittings on both coldmetter and hot water lines of water heatingsystem sto allow for water tank fILShnq when the valves are closed. _
,
§ 1 10.5.
PilotLights. Continuously bumingpilot lights are prohibitedfor natural gas� fan -type central fumaces, household cooking appliances (appli-
Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 11 0.9,
anr,eswlhOL# an electrical. supply voltagecomectionwith pilot lights that consume less than 15) Btulhrarp exempt); and pool and sDa heaters.'
, ,
Interior Switches and Controls.Ari energy management con! rot system (EMCS) may be used to comply with din-irrier requirements if w
Building Cooling and Heating Loads. Heating andlorcooling loads are calculatedin w,cordancewith ASHRAE Handbook, Equip ment
,1:
§ 15n_,O(h)
nst o ACCA
Vol LIM e, App! ications Vol L im.e., and Fundament at s Volume,, SMACNA Resi denti al Comfort Syst em I ,all ati on Standards Marual,, r
1
-
Manual J Usinq d-,.iqn conditions specified in § 150,0(11)2�
a, 2016 Low -Rise Residential Mandatory Measures Summary
a,�,�,� 2016 Low -Rise Residential Mandatory Measures Summary
§ 150.0(N31A
Duct System Sizinq and Air Filter GrilleSizing. Space conditioning. systems that use forced air ducts to supply cooling to an occuplable
Trvi�)r carN,t pdbonov;
space must have a hole forthe placement of a stalic pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the
§ 15D,O(M)13�
supply plenum, The space conditioning system must also demonstrate airflow 2! 350 CFM per ton of nominal coolingcapaicily through the return
I
Otilidoor cairret adhc-,ives
grilles, and an air -handling unit fan efficacy!� 0 �R WICFM as confirmed by field verification and diagnostic testing, in aocordarrae with
§ 150,00)1:
Reference Residential Appendix RA3 3� This appl-es to both single zone cenlral forced air systems end every zone for zonally corl rolled central
Ruhl�cf Iloor a-JhcsNv5
forced air systems.'
§ 150.0(k)3A
Ventilation for Indoor Air Quality. Al dwelling units must meet the requirements of ASHRAE Standard 622 Neither wndcrw operation nor
§150,0(o):
continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of
§ 15D.00)2A
'
rrw-dry4 whole-buildingvertilalion.
§ 150,0(o) I A
Field Verification and Diagnostic Testing. Vilhole-but [ding verti latt on arflcw must beconfirmed through field verification and di&3noslic
§ 150.0(k)3B:
testing, in accordance with Refprence Residential Appendix RA3 7.
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 or spa heating system or equipment must be certified to have ail of the following, athermal efficie-my
§ 1110,4(dj�
that complies with the Appliarre Efficiency Regulations, an on-off switch mounted outside of the heater that allows shutling off the heater
Water piping and cooling system line Insulation. Pipe forcooling system lines must be insulated as specified in§ 150.00)2A Distribution
without adjusting the thermostat setting a permanentwea4herproof plate or card with operating inslructions, and must not use electric
, I
pipinq for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 120.3-A*
resistance healing.*
§ 110,4(b)1:
Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the I -Pater, or dedicaled
Insulation Protection. Insdation exposed toweather must be. installed with a cover suitable for outdoorservice. For example, protected by
suction and return lines. or built-in or built-uD connections to allow for future solar heating
§ 110,4�b)2:
Covers. Outdoor pools or spas that have a heat pump or gas heater mist have a cover, .
§ 1 10A (b)3.
Directional Inlets and time switches for pools. Pools must have directionaf inlets that adequately mix the pool wat ff-, and a time swi � tch that
Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
will allow all pumps to be set or programmpf,4to run only during off-peak elF--,* demand perioda
§ 1 105.
Pilot Light Natural gas pool and spa healers must not have a continuously burning pilot light, -
§ 15KO(p)�
Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pumiP sizing. flow
120V electrical receptacle wit hin 3 feet of the water heater a Category I 11 or lVvent, or a Type B vent with straight pipe between the outside
rate, piping fill ers, and valves.'
Lighting Measures:
§ I 10,9.
Lighting Controls and Components. A] lighting control devices and systems, ballasts, and luminaires must meet the applica. bit, requirements
-
§ 150.0(n)2
of § 1 10.9
§ I 10.9(e)
�
JAB High Efficacy Light Sources. To quality as a JAB higti efficacy light source for compliance with § 150 0(k), a residential light source must
.
I
Plir-tic 1161nins
be certified to the Enerc JAB.
ry Commission acw4dingto Reference Joint Appendix
§ 150.0(k)l A
Luminalre Efficacy. At installed luminaires must be high efficacy in awordance with TABLE 150.0-A.
Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the fin shed floor and do not contan a lurninare or
§ 150.0 �') 1 B.
other dpvice must be no greater than the number of bedrooms These electrical boxes must be served by a dimmer, vacancy senscircontrol, or
CMC Compliance At air-distriburtion system ducts and penu-ns must be insstalled, sealed, and insulated to meet the requirements of CMC
fan speed control.
§§ 6Dl.Q 602Q 6D3.Q 604.Q 6D5.0 and ANSI /SMACNA-0D&20W HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
Recessed Downficif-it Luminaires In Ceilings. Luminaires recessed into ceilings must meet all of the requiremerits for insulation cortact (IC)
§ 150%,.)i C
labeling, air leakage, sealinq, maintenance, and socket and light source, as desc�bed in § 150 0(k)l C, A JM -2016-E light source rated for
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verificalion and diagnostic testing
�
elevated lerriperature must be installed by final inspecti n in all recessed c1cwrilight IurninairP,S incl-.ilinqS.
§ 150.0(1,�l D�
Electronic Ballasts. Ballasts for fluorescent lamps rated 13watts or greater must be electronic end must have an output frequency no less than
mastic, tape, or other duct-dosure system that meets the applicable requirements of UL 181, UL 181A or LIL 181 B or aerosol sealant that
20 kFt.
meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or
Night Lights. Permanently installed night lights end night lights integral to installed luminaires or exhaust fans must be rated to consume no
§ 150,0�)l E:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 1 1-0(c), Night lights do not reed to be corilrolled
sheet metal, duct board or flexible duct must riot be used for coriveying conditioned air. Building cavities and support platforms may confain
by vacancy sensors.
§ 15D O�)l F�
LI hting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manUfadt.lrer in kitchen exhaust hoods)
9 ,
FactoryLFabricated Duct Systems. Fact ory-fabricated duct systems must comply with applicable requirements for duct constructi on,
st meat the applicable requirements 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 luminaires must not be recessed clownlight luminaires in ceilings and muol contain lerrips that comply
§ 150,OHI G:
with Reference JointAppendix JAB, Installed lamps must be marked with'JAR2016' or'JA8-2a16-E' as specified in Reference Joint Appendix
Field-F2bricated Duct Systems. Field-fahririated dint systems mint comply \Oh applicable requireme.rits for- pre.�.qstire-qenqiii�ietape.,�,,
�
J* *
§ 150,0�)l H�
End osed Luminaires. Li ght sources inst ailed i n end osed lurni naires must be dA8 compli ant and must be marked with 'JA2,2016-E.'
�
§ 15) ON2A,
-
interior Switches and Controls. At forward phase cut dimmers used with LED light sources must comply with NEMASSL7A
§ 150%)2R
Interior Switches and Controls. Exhaust farts must be s0ched separately frorn lighting systems! I
§ 1150%)2C-
Interior Switches and Controls. Luminaires must be switched with readily ax,essiblecorilrols that permit the luminaires to be rriarually
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
switched ON and OFF. -
§ 150%)M
Interior Switches and Controls. Controls and equipment must be installed in woordant,ce with manufaoturer's instructions.
� 150%)2E:
Interior Switches and Controls. No control must bypass a dmmer orvacancy sensor function if the control is installed to comply w1,111
0 astic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from
§ 150 01k)�
§ 150.0(k)2_F.
Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 11 0.9,
Porous Imer Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and ouler vapor barrier. -
Interior Switches and Controls.Ari energy management con! rot system (EMCS) may be used to comply with din-irrier requirements if w
§ 150,0N2G.
functions as a dimmer am.ording to § 11 10.9, meets the Installation Certificate requirements of S_ 130 4-1 meets the ED41CS requirerro.�n!s ofS
occupiable space, the ducts must be sealed and duct leakage tested as confirmed through field verificalion and diagnostic testing, in
130 %� and meets all o(hRr requirements in§ 150%)2
accordance with § 150.0(m) 1 land Reference Residential Appendix RA3.
Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in§ 150.0(k) if it meets all of the
§ 150.ON211�
following it functions as a vacancy sensor according to § I 10-9, the Installation Certificate requirements of § 130A, the EMCS requrements of §
conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,
1
1305(f); and all other requirements in§ 150%)2.
,
§ 150,0N2[
Interior Switches and Controls. A multi9cene programmable controller may be used to comply with dimmer requirements in §159.0(k) if it
-
provides thefunctionality of a dimmer aocordingto �, 110,9, arid complies with all other applicable requiremerts in § 150,0(11�)2 --I
a,�,�,� 2016 Low -Rise Residential Mandatory Measures Summary
§ 150.0(N31A
-
Clearances. Installed air condtioner and heat PLITTP outdoor condensing units must have a clearance of at least 5 feet from the outlet of any
Trvi�)r carN,t pdbonov;
dryer vent.
§ 150.0(h)'39.
Liquid LlneDrler. Installed eircondtioner and heat pump systems must be equipped with liquid line filter driers if required as specified by
Otilidoor cairret adhc-,ives
manufact urer's i ristructions.
§ 150,00)1:
Storage Tank Insulation. Unfired hot water lanks, such as storage. tanks and backup storage tanks for solar water- hedi ng systems, must have
Ruhl�cf Iloor a-JhcsNv5
R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated onthe exterior of thetank.
§ 150.0(k)3A
Water piping and cooling system line insulation. For dornestic hot water system piping, whether buried or unburied, all of the following must
Cerarriic litc adhi,-sh)k,s
be insulated according to the requirements of TABLE 120.3-A thefirst 5 feet of hot andcold water pipes from the storage tank- all piping with a
§ 15D.00)2A
nominal diameter c(314 irr,h or larger, all piping associated with a domestic hot water recirculation system regardless of the pi�e diameter, -
V-ryxull atid pancl pdhcsi,�,v.s
piping from the hedingsource to storage tank or between tanks, piping buried below grade� and all hot water pipes from the heating source to
§ 150.0(k)3B:
kitchen fixtures.'
§ 150.0@213-1
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)3G
and non -crushable casing or sleeve.'
§ 150 00)2C:
Water piping and cooling system line Insulation. Pipe forcooling system lines must be insulated as specified in§ 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*
§ 150.003:
Insulation Protection. Insulation must be. protectedfrom dama ge, including that due to sunlight, moisture, equipment mainlenarce, andwind.
§ 150.0(k),4.
Insulation Protection. Insdation exposed toweather must be. installed with a cover suitable for outdoorservice. For example, protected by
§ 150.00)3A
aluminum, sheet metal, paintedcanvas� or plastic. cover. Thecover must be water retardant, and provide shielding from solar radiation that can
§ 150.0(k)5�
cause degradation of the material.
,
§ 150.00)3B:
Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
Adilhe!-Poe, Liiw_ r for rlasti c
Class I or Class 11 vapor retarder.
� 150.0(k)6A
G as or Propane Systems. Systems using gas or propane water heat ers to serve individual dwelling units must include all of the following a
§ 150.0(n)1:
120V electrical receptacle wit hin 3 feet of the water heater a Category I 11 or lVvent, or a Type B vent with straight pipe between the outside
Structural won,21 irnerinherwlh-pFi-m
termination and the space,Miere the water heater is inst alled, a condensat e drain that is no more than 2 inches higher than the base of the
37r_ arid trim adlimi-ep
water heater, and allows natural draininci without pump assistance, and a gas supply line with a capacity of at least 230,000 Btulhr.
, �
§ 150.0(n)2
Recirculating Loops. Recimulaling loops serving multiple dwelling units must meet the requirements of § 11 0.3(c)5.
§ 150,0(11)3:
Solar Water -heating Systems. Solar wal er- heating systems and collectors must be certified and rated by the Solar Rating and Cerlification
.
Plir-tic 1161nins
Corporation (SRCC) or by a listing agency that is approved bV the Executive Director.
Ducts and Fans Measures:
§ I 10.8 (1:3.
Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
§ I 10.10(a)l:
conlrastor installs the insulation, the contractor must certii�t to fhecudomer, in writing, that the insulalion meets this requirement.
. Wit -
CMC Compliance At air-distriburtion system ducts and penu-ns must be insstalled, sealed, and insulated to meet the requirements of CMC
§ 1 10.10(a)2
§§ 6Dl.Q 602Q 6D3.Q 604.Q 6D5.0 and ANSI /SMACNA-0D&20W HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
Mo�,ri,eillvcemvnl cocifings 1
of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 6D5.Q or
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verificalion and diagnostic testing
�
§ 150 0(m) 1 �
PA3.1.4.3.8). Connectiorn of metal ducts and inner core of flexible dLr,ts must be mechanically fastened. Openings must be sealed with
1-fet7illiz f4pfneotcd ,-.�niti "; _ _
mastic, tape, or other duct-dosure system that meets the applicable requirements of UL 181, UL 181A or LIL 181 B or aerosol sealant that
§ I 10,10(b)l:
meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or
2�)
tape must be used. Building cavities, support plafforn-ts. for air handers, and plenums designed orconstructed with materials other than sealed
-
Pretire atirm t wn,qh Efirriefs
sheet metal, duct board or flexible duct must riot be used for coriveying conditioned air. Building cavities and support platforms may confain
��
ducts. Ducts installed incavities and support platforms must rid becornpressed to cause reductions in the cross-sectional area of the ducts.'
I (1111
FactoryLFabricated Duct Systems. Fact ory-fabricated duct systems must comply with applicable requirements for duct constructi on,
§ 150.0 (m) 2
connections, and closures, joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
§ 1 10.10(b)3A:
tapes unless such tape is used in combination with mastic and draw bands. .
§ 16ao(mla
Field-F2bricated Duct Systems. Field-fahririated dint systems mint comply \Oh applicable requireme.rits for- pre.�.qstire-qenqiii�ietape.,�,,
�
Rook" fin2.3 .
mastics, sealants, and other requirements specified for dLr,t construc,tion.
§ 1 5D.0 (m) T
Backdraft Dampers. Al fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or
0111)
automatic dampers,
§ 150.0 (m) 8�
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily Eccessible,
1�0
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
35D
Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
§ 150,0 (M) 9�
wind Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or
* No. C21283 *
11;17
0 astic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from
§ 1 10.10(d):
solar radiation. . .
§ 150.0(m)*
Porous Imer Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and ouler vapor barrier. -
§ I 10.10(e)l:
Duct System Sealing and Leakage Test. V\ihen space conditioning systems use forced air duct systems to supply conditioned air to an
§ 150.0(m) 1 1 �
occupiable space, the ducts must be sealed and duct leakage tested as confirmed through field verificalion and diagnostic testing, in
§ I 10.10(e)2
accordance with § 150.0(m) 1 land Reference Residential Appendix RA3.
.
Air Filtration. Mechanical ,systems that supply air to an occLpiable spece through ductwork exceeding 10 feet in length and through a thermal
§ 1 50.0 (m) 12.
I
conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,
1
1
Wm -d contingi
pressure drop, and labelinq. requirements of § 150.0(m)l 2.
Mir 2016 Low -Rise Residential Mandatory Measures Summary
§ `IKO�)2,1:
-
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, a least one luminaire in each of these spaces must
Trvi�)r carN,t pdbonov;
be controlled by a vaoarry sensor.
§ 1 1-70. 0 (k) 2 K:
Interior Switches and Controls. Dimmers orvacany sensors must control all luminaires required to have light sourcescompliant with
Otilidoor cairret adhc-,ives
Reference Joint Appendx JA8. except luminaires in closets less than /0 square feet and luminaires in hallways.'
§ 150.0(k)2L
Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems.
Ruhl�cf Iloor a-JhcsNv5
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residerilial building or to other
§ 150.0(k)3A
buildings onthe same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item
Cerarriic litc adhi,-sh)k,s
§ 150.0(k)3A,ii (photocell and motion sensor) or item § 150,0(k)3A,iii (photo control and automatic time switch control, astronomical time dock, or
VC -T and or. ph -if t tili- n4 he s,hv-s
EMCS).
V-ryxull atid pancl pdhcsi,�,v.s
Residential Outdoor Lighting. For low-rise multifamily residential buildrigs, outdoor lighting for Ovate patios, entrances, balconies,
§ 150.0(k)3B:
andporches and outdoor lighting for residential pariging lots and residential carporls with less than eight vehicles Per site must comply with
N-1ki I I i pit qy�-,, 1�on . Mr-lictiont a&,--,Ky--,
either § 15o.b(k)3A or with the applicable requirements in §§ 11 0 9, 130.Q 13D.Z 1,T.4,1407andl4l.0.
§ 150.0(k)3G
Residential Outdoor Lighting. For low-rise residential buildings withfour or more dwelling unts, outdoor lighting not regulated by
-
-9 i [jg� I �-- p I y D -f 4 In emh n, rr! a-11 ic jve i
§ 15D.Olk)38 or ,§ 150.0(k)3D must comply with the applicahle 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 carports with a total of eight or more
SPECIAITY APPLICA7I(3f1S
A
vehicles per site must comply with the applicable requirem Is in�§ 110.9,130.0,130.2,130.4,140.7, and 141.0.
§ 150.0(k),4.
Internally Illuminated address signs. Internally illuminated address signs must comply with§ 140 8, or must consume no more than 5 watts of
CP)'(, wrldim!
power as determined according to§ 130.0(c)
,
§ 150.0(k)5�
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply withthe
PI"voicccrilimt-weldinge -
§ , §110,9, 13GQ 130.1,1304,140.6, and 141.0.
applicaUe requirement for nonresidertial garages in§,
Adilhe!-Poe, Liiw_ r for rlasti c
Interior Common Areas of Low-rise Multi -Family Residential Buildings. Ina low-rise multifamily residential building where the total interior
� 150.0(k)6A
common area in a single building equals 20 percent or less of the tloor area, permanently installed lightingtor the interiorcommon areas in that
I
Spin -i, -d n timAr o mnwif Mh.� tivw!
building must be high efficacy lurrinaires and controlled by an occupant sensor.
Structural won,21 irnerinherwlh-pFi-m
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential bulding where the total interior
37r_ arid trim adlimi-ep
common area in a single building equals morethan 2D percent of the floor area, permanently installed lighting in that building must
§ 150.0�,)m
i. Comply vviththe applicable requirements in _V,, 1109,130.0,130.1,140.6 and 141,0, and
�4c� LI'l to vi"431
ii. Lighting installed in corridors and stairwells must becontrolled by occupant sensors that reduce the lighting power in each space by at least
Plir-tic 1161nins
50 percent. The occupant sensors must be capable Of turning the liqh! fully on ,and off from all designed paths of ingress and eitress.
S of ar Ready Bull clings:
fo
Single Family Residences. Single family residences located in subdvisions with ten or more single family residences and where the
§ I 10.10(a)l:
application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must corrply with the
. Wit -
requ . remerts of � 1 10.1 0(b) through § I 10. 10(e).
,
§ 1 10.10(a)2
Low-rise Multi-farrilly Buildings. Low-6se multi -family buildings must comply with the requirements of § I 10. 10(b) through § 1 1 0. 10(d).
Mo�,ri,eillvcemvnl cocifings 1
Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke
vert ilalion, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local
I (1)
julisdiction. The solarzone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet
1-fet7illiz f4pfneotcd ,-.�niti "; _ _
each for buildings with roof areas less than or equal to 1Q000 sqLn re feet or no less than 160 square feet eerh for buildings with roof areas
§ I 10,10(b)l:
greater than 10,000 square feet.
2�)
For single family residencos the solar zone must.be local ed on the roof or overhang of the building and have at otal area no I esc then 250
-
Pretire atirm t wn,qh Efirriefs
square feet. For low-rise mult4amily buildings the solar zone must be located on the roof or overhang of the bulding, or on the roof or overhang
��
of another structure located within 250 feet of the building or on covered parking installed with the building project, and have a total area no less
I (1111
than 15 per -cent of the total roof area of the buildingexcluding any skylight area.'
§ 1 10.10(b)2
Orientation. At sections ofthp solar zone located on steep -sloped roofs must be oriented between I 10 degrees and 270 degrees of true north.
§ 1 10.10(b)3A:
Shading. The solarzone must not contain any obstructions, including but not lirnitedto: vents, chimneys, architectural features, and roof
2:!Q)
mounted equipmeril.'
Rook" fin2.3 .
Shading. Any obstruction located on the roof or any other part of the building that projects above a solarzone must be located at least twice the
§ 1 10.10(b)38 �
distance, measured in the horizontal plane, ofthe height difference between the highest point ofthe obstruction andthe horizontal projection of
0111)
the nearest point ofthe solar zone, measured inthe vertical plane.'
§ I 10.10(b)4�
Structural Design Loads on Construction Documents. For areas ofthe roof designated as solarzone, the structural design loads for roof
1�0
dead load and roof live load must be clearly indicated on the construction documents.
35D
Interconnection Pathways. The construction d1ocuments, must indicate� d Iccertion for inveilers and metering equipment and a pathway for
§ I I 01 0 (c):
routing of conduit from the solarzone to the point of interconnection withthe electrical service (for single family residences the point of
* No. C21283 *
11;17
interconnection will be the main service panel); and a pathway for routing of plurribing from the solarzone to the waler-healing system.
�
§ 1 10.10(d):
Documentation. A M of the consIruction documents or acon-parable document inclicating the information from § I 10.10(b) through
-
swimirrii I I J� tv * I C --Q 11 n L��
§ 1 10.1 0(c) must be provided to the occupant.
§ I 10.10(e)l:
Main Electrical Service Panel. The main electrical service panel must have a minimun, busbar rating of 200 amps,
too
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circut
§ 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
.
main circuit location, and I permanently marked as 'For Future Solar ElectriC.
2016 CALGreen Residential Mandatory Measures
Planning and Design
I
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 1 (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 4G -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 reside ntia I/hote I/motef
(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.
'
4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush.
1
4.303.1.3.1 - Single showerheads shall have a maximum flow rate of not more than 2.0 gpm.
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 I bs 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.
TAPLE 4-504.1 ,
ADHESIVE VOC LlkqrTI.2
I .at.;! if,r.pvtar nrA Ue.4t Vyesnmt ConnewfirIg In Opmw twsr LJV�r
A P CHITECTU'P.&L APPLICATIONS
CUPP ENT VO C LAITT
Trvi�)r carN,t pdbonov;
15#,_� -
(--,I qv,lt r2dadtunhv�q
f 0
Otilidoor cairret adhc-,ives
150
W,nnd 11�*Yin!2 tidbc-�h,c
ITI -
Ruhl�cf Iloor a-JhcsNv5
I f10
Sul-IfInor aJh?!7iw,
5)
Cerarriic litc adhi,-sh)k,s
65
VC -T and or. ph -if t tili- n4 he s,hv-s
a" -
V-ryxull atid pancl pdhcsi,�,v.s
1.1�1",
C o v,i 1%i t�.! i d h .*,� Nvn �
50
N-1ki I I i pit qy�-,, 1�on . Mr-lictiont a&,--,Ky--,
?_�
� _
Structma,l klla7int� ndlhe,_�hx-s
I no
-
-9 i [jg� I �-- p I y D -f 4 In emh n, rr! a-11 ic jve i
.1,
_2 5 0
() I h,-. r a d h! r i vm,, n At I.; Nn i I I -Md I V I i � I -NI
q)
. I
SPECIAITY APPLICA7I(3f1S
A
@)
U N
,
0 .�
PVC 1.weldine
5 to
CP)'(, wrldim!
490
ARS 1"A"H912
_321 -
PI"voicccrilimt-weldinge -
2 5 (I
Adilhe!-Poe, Liiw_ r for rlasti c
1-550
C-nurt ilidh-ni-ve
�" -
I
Spin -i, -d n timAr o mnwif Mh.� tivw!
.190
.d.. �
Structural won,21 irnerinherwlh-pFi-m
14n
37r_ arid trim adlimi-ep
21-90
51.11PSTRATE SPECIFIC APPI-MATIONS
c
259
�4c� LI'l to vi"431
X1
Plir-tic 1161nins
50 -
P- ijrou-�.rnatcri 31 (except wco-xJ)
fo
'Wo rid
31 -1
I -i 1,-� r;i I .i., g
. Wit -
I . If a n a d It e� shne i 5 n sed "-- h -,n d d i, v -,i mi 11,r su Ihs tr a tc s togo lwr� th e 3dhe s ive
v,il h the h ij,b�?st V0, Ccont�-_nt shall Iv2 allo"v-&
'
I -
.;.- F,-�r oddl itic,rizil infc,rlm ation irma rrJi n- micthodr, to mza-,u re the 'V(_'�r_ coritent
*
sPo_-lfioJ in 1hin ta,ble, sc*., Sryuth Crmct Air Quality Manifeem7rit Di,_orict
Rijl;-,- I I 6S.
TABLE 4504.2
SEALANT YX LIFArT
S .
Lpizn Yeatin-rand Lpss� Exelnpt Conpouncf% In Grams per Llt,mr
SEALANTS
CtIPPENTV0CLR11T _
Architectural
,%,-�)
4 -
ri rh.- die &
'760 I
_M4.3
Notimembriin-rn-_17
. X�)
Ro3dw,w
') _T
11 -
qindek-pl-y rr�or memtra,rx!
1 45ii)
0[her 1
4 Y)
SEALANT' P'PI?AEP.9
41C1119
Architecmira.l
Nonpx-us 1
Forom
250
'77 5
A,1.)difi�,d Nlrurininon;
,
5X) .
,
I lkl I I J rX. d -�,Jz
7(r, -
I Other
� 79)
ITABLE4504.3
110C CONTENT LWITS FOR AIRCHTE CTURA L COATINGS"
G ra mg of VUC per Liter of CoatIn 9,
Lps s Water and Less Exempt C om, pounds
.
COATOW., CATIE=Copy
EFFECTIVE
011120`113
EFFECT'IVE
1�1,,.1-2012
ri.oi
5n-
0.05
.Fialtmatims
1 1
IT
1 Nfodium demity ribet-N-aA I
Nkinfl.Zhl��h gI,�is,7z\rvitinpit I
J_
19)
- -
SPECIALTY COATINGS
I
Aln mi nu m iroef co atinas
41C1119
NCN
N Tinen I sr,*7d atty coati we
01)
r-0
r -
in
Bilhiminc-us,mr.-IF contines
53
W E"'o
I
Bivin-aincous m(#f prinvi-, -
I
3fk
In cu
,, =
Bmd Ne*ers
3 f�)
F*
Gwrno cneinp, ckzwpim nd�t
33 P_
@)
U N
,
0 .�
Concrete.firria5r,niy kealer %
I wi
L)
0
Dr.i-veva,y r4e,afe.rs
53
-.t el
0 E
00 W
Dri, f 6- p co a 0 ny %
19?
W
Ffflix finisit ing om 6 rips
3�Z
R
en
Fire tesis tive condings _ - � ---
350
-
t1oor coatlar" I
I 91)
F4
F-rin-irel oD a%3 c o mp a if ds
259
, J ro P h i C n ry ;z ow ti a P s ( S i P_� 0 f M i 0 13)
6
Y,110
U)
,:�
tTj:? h tompera in re con tiqp,i
4XI
�4
In dit �rhzilll in ii titen aitc@ crefirlp
2157)
Low SrAlds cm, 6flP5 1
120
l._4
Mo�,ri,eillvcemvnl cocifings 1
450 1
a
K,15tk, te"'T"re coultings
I (1)
1-fet7illiz f4pfneotcd ,-.�niti "; _ _
500
�_�
(7-)
Nfulticolcy coa 6rip 8
2�)
��
&--I
-
Pretire atirm t wn,qh Efirriefs
, 420
��
Pf i nv, ff , v. al t-rr,. ani u It d ef co ate rs
I (1111
r::)
Nadive per.-Ilmlinp, sent -s
350
C\,?
Re ti.-cl ed cn a t i n as
2:!Q)
�4
Rook" fin2.3 .
Y3
,:I
R n � t pre.-)�il f itmv c twfin Ag
0111)
2-q
- -
%01.ws
C12 ar
Op aque
173n
591-
1�0
Spodrdly I Lrime rs. waJer; aM v ridlem,latefs
35D
too
Stztilis
12�)
* No. C21283 *
11;17
.
w on-mlid"Intf"
14.-
49_3 -
I
-
swimirrii I I J� tv * I C --Q 11 n L��
3.0
I
PA40REEN
Travilic marL-iritcoitiq,v,
too
TO and tile mf ini-rh co3dw
42")
Drawn
Woler,proofting iniermtranes
1 25-1
1
Wm -d contingi
275
/ �ON
U
""d prwef v4 iti VV F
355)
Sheets
___a
Tirr-ril p(,tin(wirs
310
I
I
� ll� Gn.ms PFVOC tvirliter of coatin7� includlin,7 vmter and including ", empt
,
C, -'M lylunds.
I
2. 7fic- sp i�vi fic d I imi u rcrivi i n in cuffect unless revi.ned I i mi ts m m li-_4 od i n sub sc-
quent columns in the ti,Me.
3� Nbluen in thi's tablic are &A ved from thimu- spe6fir- d by the- Callifo-mia Air
, *
Rescurces BoarcL Architectural 0oadn6-s,Su2�,_-_estc-J Contra] NI,2a-sure.
F,_-bruary 1, 2008, More infmmat . ioin is al,nifabl'e from die Air P.e-"- irces
B oalird, �
TATILE 4.55,1341.5
I 1, FORMALDEHYDE LIM, 1TV I
Mavimijrn Pornn.1ciphvirk, Prinis sionn In P-irts Dcur Ultion
__
PRQD1_1 a,
CLFRRE"T WAIT
I
T4w-dwood plywo-nd -wincercore, .
ri.oi
�
liwdwood plyvywd*.-�MPCN�iti: ope
0.05
11bdic1,+o3rd
o.M -
1 Nfodium demity ribet-N-aA I
OAI
Fw-in inedituirn denr,ity fllx:�rbcard2
P.13
1.'Valuc5 in thi.�MbicaVd.'ri�V4ffnmth%C,Tcciri-cd trf thcCalifont-lia,Air
I
P_e-_�arnumv% Board, Air Toxics Ccntrol 14easum for Composite Wood cis
teste-d im acrecirdince'WiLh AS7NI E 1333. For additionmil informatirm- sm
C.V';�k,mia Coisle qrP.Ze,guA�vd-ons, TitIc I",", Sections 9 3 1 22171 through 93 1 20.12.
�
2.11irimzdiumd�.,.m,ih,rit----x,"- rdhasarn I a-ti.intitnthicl:nc-ssof�/,6irxh(F,rnm).
�
F, I- R!"I !-�. 11 - _____ -
,
,2,Lj,TF COUNTY DEVELOPMENT SERVICES
, REVIEWED FOR
CODE COMPLIANCE _ .
,J 4!�_�
n_'N_r_ ��-2_5r_-1,-_'_______�BY--
r. ------
.- -------
.
cn I:—
11
..
� - " t � I i�Tw,
� �fvl', '. a'. -�t ,f--"
,or N I - ,� � !,
.
,
* 4��W) �-�, . .,N?
ql�w , , ,�,v
NOTE: �
THE FROJEC,,T MANAOER OR OENERAL CONTRACTOR
NILL E37 THE RE51=0N515LE FERSON TO COLLECT AND
FROVIE)E VERIFICATION OF CALOREEN r_..OMFLIANr_.,E TO
THE BUILDINO IN5FEC_.,T0R f=RIOR TO E3UILDIN(5 FINAL.
.1 I
Revision:
I Date:
_
By:
I
I
NCN
F -0
r-0
r -
in
110.0
CN
4
00
W E"'o
1-1
=
en .&a
00 �0)
In cu
,, =
P4
1�
-4
"Z C1
" 4
C� 0
.
in U
C*� tj
F*
=
. M
-!t
00-1
�11*
@)
U N
,
0 .�
=
P4
I
W
* 2 =
4 U
U cu
L)
0
ll�
. U
0 ..
>. =
04
cm�
-.t el
0 E
00 W
-O!�
=
W
.�
,-01
g
R
en
.
Q�
00
M
UD
F4
�
114
�D
,
,4
U)
,:�
�4
�4
�4
��
Q�
C_�
>,
l._4
Q4
<�
U
0
E___ l
�4
�_�
(7-)
C!!�
i,-�
��
&--I
-t!",
��7
��
�4
r::)
-tt
�-i
C\,?
U)
�4
F4
Q�
,:I
I
E___-1
1�0
R
0
A .
-J ()
-,
* No. C21283 *
11;17
REN.
7 7
# __%.
r. ,�*_ * ,f , 11�-
.,
REVIPEN.TJAL
� I
I
PA40REEN
"ANPATOR'lo'
MEA, 5URE5
I I
Date :201"7
Scale
Drawn
Job
Sheet
/ �ON
U
/11"%
t7
of
Sheets
___a
-
�
L0
LP
C14
It
6d
P-
TA
0
C14
1�1
00
*11
M
�� � �_ �;
�.
r � .