ORDINANCE 1490 ORDINANCE NO. i49a
AN ORDINANCE INCORPORATING THE 2013 CALIFORNIA
RESIDENTIAL CODE ("CRC") BY REFERENCE AND
AMENDING THE CRC BASED UPON LOCAL CLIMATIC,
TOPOGRAPHIC, AND GEOLOGICAL CONDITIONS.
The City Council of the city of EI Segundo does ordain as follows:
SECTION 1: FINDINGS. The City Council finds and declares as follows:
A. Pursuant to Health & Safety Code § 17958.7, it is in the public
interest to adopt the California Residential Code ("CRC") with the local
amendments set forth in this Ordinance.
B. Pursuant to the requirements of Health & Safety Code § 17958.7,
the City Council finds that there are local geological conditions justifying
the CRC amendments set forth below.
C. The City of EI Segundo and the greater Los Angeles region is a
densely populated area having buildings and structures constructed over
and near a vast array of fault systems capable of producing major
earthquakes including, without limitation, the 1994 Northridge Earthquake.
The proposed modification emphasize that the design concern is for
seismic-force-resisting elements and therefore need to be incorporated
into the code to assure that new buildings and structures and additions or
alterations to existing buildings or structures are designed and constructed
in accordance with the scope and objectives of the International Building
Code. Experts predict a major earthquake in Southern California within
the next 50 years. This situation creates the need for both additional fire
protection measures and automatic on-site fire protection of buildina
occupants since a multitude of fires may result from breakage of gas and
electric lines as a result of an earthquake. After due consideration, the
City Council finds and determines that due to local climatic, geological, or
topographical conditions, the structural and fire protection amendments to
the 2013 CRC are necessary to give buildings a reasonable degree of
structural integrity and fire life safety to help protect public health and
safety in the event of a seismic event;
D. Additional amendments have been made to Codes are found to be
either administrative or procedural in nature or concern themselves with
subjects not covered in such Codes. The changes made include
provisions making each of said Codes compatible with other Codes
enforced by the City.
E. The specific amendments of the CRC that fulfill this requirement
are:
1. Amend CRC § R105.2 Work exempt from permit
2. Amend CRC § R105.3.2 Expiration of Plan Check
3. Amend CRC § R105.5 Expiration of Permits
4. Add CRC § R109.5 Re-inspections
5. Amend CRC § 112.3 Board of appeals
6. Amend CRC § R301.1.3.2 Wood frame Structures
7. Amend CRC Table R301.2.2.1.1 and Section R301.2.2.1.2
Seismic Design Category
8. Amend CRC § R301.2.2.2.5 Irregular Buildings
9. Amend CRC § R301.2.2.3.8 Anchorage of Equipment
10.Amend CRC § R401.1 Foundation Application
11.Amend CRC § R403.1 General Footings
12.Amend CRC § R404.2 Wood Foundation Walls
13.Amend CRC § R501.1 Application
14.Amend CRC § R503.2.4 Openings In Horizontal Diaphragms
15.Amend CRC Table R602.3(1) Fastener Schedule
16. Amend CRC Table R602.3(2) Alternate Attachment
17. Amend CRC Table R602.10.1.3(3) and Table R602.10.1.3(4)
Bracing Requirement
18. Amend CRC Table R602.10.1.(4) Intermittent Bracing
19. Amend CRC Table R602.10.1.(5) Minimum Length of Braced Wall
Panels
20. Amend CRC Figure R602.10.6.1 Alternate Braced Wall Panel
21. Amend CRC Figure R602.10.6.2 Portal Frame
22. Amend CRC Figure R602.10.6.4 Continuous Sheathed Portal
Frame
23. Delete CRC § R602.10.9.1 Braced Wall Panel
24. Amend CRC § R606.2.4 Parapet Walls
25. Amend CRC § R606.12.2.2.3 Reinforcement for Masonry
26. Amend CRC § R602.3.2 Single Top Plate
27. Amend CRC § R803.2.4 Openings in Horizontal Diaphragms
28. Amend CRC § R1001.3.1 Vertical Reinforcing
F. At least one copy of the CBC was filed with the City Clerk of the
City was available for public inspection for at least fifteen (15) days
preceding the date of the hearing
SECTION 2: EI Segundo Municipal Code ("ESMC") Chapter 16 is
amended in its entirety to read as follows:
"CHAPTER 16
RE�lD�l�:Tl�L �ODE
13-16-1: California Residential Code Adopted
13-16-2: Amendments to California Residential Code
13-16-1: ADOPTION OF CALIFORNIA RESIDENTIAL
CODE, 2013 EDITION. Pursuant to California Government Code §
50022.2, the California Residential Code, 2013 Edition, published
at Title 24, Part 2.5, of the California Code of Regulations is
adopted by reference, subject to the amendments, additions and
deletions set forth below. One true copy of the CRC, is on file in
the office of the Building Official and is available for public
inspection as required by law.
13-16-2: AMENDMENTS TO THE CALIFORNIA
RESIDENTIAL CODE:
Subsection 14 is added to § R105.2 of the 2013 Edition of the California
Residential Code:
Section R105.2 Work exempt from permit.
14. Block wall and concrete fences not over 3 ft 6 inches.
Section R105.3.2 of the 2013 Edition of the California Residential Code is hereby
amended to read as follows:
SECTION R105.3.2 EXPIRATION OF PLAN CHECK.
An application for a permit for any proposed work is deemed to have been
abandoned 12 months after the application date. Unless otherwise provided,
after expiration of the application, the City will not issue a permit until the plans
are rechecked and approved and a new fee is paid.
EXCEPTION: The Building Official may grant extensions of time if a permit �
applicant submits in writing sufficient evidence that unusual conditions or
circumstances precluded the securing of the permit within the allocated time.
Section R105.5 of Division II of Chapter 1 of the CRC is hereby amended to read
as follows:
SECTION R105.5 EXPIRATION OF PERMITS.
Except as otherwise provided, every permit issued by the City is valid for a
period of three (3) years. However, if work authorized by permit fails to
commence within 180 days after the permit is issued, the permit expires.
Additionally, the permit expires if the Building Official determines that work
was suspended, discontinued, or abandoned for a continuous 180 days.
EXCEPTION: The Building Official may grant extensians of time if a permit
applicant subrrTits in writing sufficient evidence that unusual conditions or
circumstances precluded from the work being completed. An extension of time
may require conditions of approval and additional fees
Section R109.5 of Division ff of�hap#er 1 of the �RC is hereby added to read as
follows:
Section R109.5 Re-inspections. A re-inspection fee in the amount set by the City
Council resolution may be assessed for each inspection or re-inspection when
such portion of work for which inspection is called is incomplete or when required
corrections called are not made. This section is not to be interpreted as requiring
re-inspection fees the first time a job is rejected for failure to comply with the
requirements of this code, but as controlling the practice of calling for inspections
before the job is ready for such inspection or re-inspection. Re-inspection fees
may be assessed when the inspection record card is not posted or otherwise
available on the work site, the approved plans are not readily available to the
inspector, for failure to provide access on the date for which inspection is
requested, or for deviating from plans requiring the approval of the building
official. In instances where re-inspection fees have been assessed, no additional
inspection of the work will be performed until required fees have been paid.
Section R113.3 of Division II of Chapter 1 of the CRC is hereby added to read as
follows:
Section R112.3 Board of Appeals.
The board of appeals consist of inembers of the Planning Commission. The term
of a board of appeals member will coincide with the term of service as a Planning
Commissioner and will terminate should the member cease serving as a
Planning Commissioner. The building official is the secretary to the board. The
board may adopt reasonable rules and regulations for conducting its
investigations and will render all its decisions and findings on contested matters,
in writing to the building official, with a duplicate copy for any appellant or
contestant affected by such decision or finding, and may recommend to the city
council appropriate new legislation.
Three members of the board constitute a quorum. The Planning Chairperson is
ili8 .�'iDai u�S C�iaii�ci Svi i ai iu ii i ii iC i,liaii.�^iCi Sv�i'S auSEi i�c �ii2 �i�ai u inJi�i �2i2Ci a
temporary chairperson.
The city will assess a $250.00 charge, or a higher amount set by resolution, at
the time that an appellant file appeal of any order, decisions, or determination
made by the building official relative to the application and interpretation of this
code. The filing fee is refundable should the appellant prevail in a decision by the
board. The appeal must be taken by filing a written notice of appeal, in letterform,
to the board of appeals. The board's decision constitutes the city's final decision.
Section R301.1.3.2 of the 2013 Edition of the California Residential Code is
hereby amended to read as follows:
Section R301.1.3.2 Woodframe Structures.
The building official cannot require construction documents to be approved and
stamped by a California licensed architect or engineer for all dwellings of
woodframe construction more than two stories and basement in height located in
Seismic Design Category A, B or C. Notwithstanding other sections of law; the
law establishing these provisions is found in Business and Professions Code
Section 5537 and 6737.1.
The building official cannot require construction documents to be approved and
stamped by a California licensed architect or engineer for all dwellings of
woodframe construction more than one story in height or with a basement
located in Seismic Design Category Do, D�, DZ or E.
Table R301.2.2.1.1 and Section R301.2.2.1.2 of the 2013 Edition of the California
Residential Code are hereby amended to read as follows:
TABLE R301.2.2.1.1
SEISMIC DESIGN CATEGORY DETERMINATION
CALCULATED S�S SEISMIC DESIGN CATEGORY
SpS _< 0.17g A
0.17g < Sps <_ 0.33g B
0.33g < SpS <_ 0.50g C
0.50g < Sps <_ 0.67g Do
0.67g < Sps _< 0.83g D�
0.83g < Sps<_ 1.00g DZ
1.00g < Sps E
R301.2.2.1.2 Alternative determination of Seismic Design Category E.
Buildings located in Seismic Design Category E in accordance with Figure
R301.2(2) are permitted to be reclassified as being in Seismic Design Category
D2 provided one of the following is done:
1. A more detailed evaluation of the seismic design category is made in
accordance with the provisions and maps of the California Building Code.
Buildings located in Seismic Design Category E per Table R301.2.2.1.1,
but located in Seismic Design Category D per the California Building
Code, may be designed using the Seismic Design Category D2
requirements of this code.
2. Buildings located in Seismic Design Category E that conform to the
following additional restrictions are permitted to be constructed in
accordance with the provisions for Seismic Design Category D2 of this
code:
2.1. All exterior shear wall lines or braced wall panels are in one plane
vertically from the foundation to the uppermost story.
2.2. Floors cannot not cantilever past the exterior walls.
2.3. The building is within all of the requirements of Section
R301.2.2.2.5 for being considered as regular.
1.4. For buildings over one story in height, the calculated Sps cannot
exceed 1.25g.
Items 1, 3 and 5 of Section R301.2.2.2.5 of the 2013 Edition of the California
Residential Cod� are hereby amended to read as follaws:
R301.2.2.2.5 Irregular Buildings
When e�cterior shear wall lines �r braced wall panels are not in one plane
vertically from the foundation to the uppermost story in which they are
required.
3. When the end of a braced wall panel occurs over ar� opening in the wall
below
5. When portions of a floor level are verfiically offset.
Section R301.2.2.3.8 is added to Chapter 3 of the 2013 Edition of the California
Residential Code to read as follows:
R301.2.2.3.8 Anchorage of Mechanical, Electrical, or Plumbing Components and
Equipment.
Mechanical, electrical, or plumbing components and equipment are anchored to
the structure. Anchorage of the components and equipment are designed to
resist loads in accordance with the International Building Code and ASCE 7,
except where the component is positively attached to the structure and flexible
connections are provided between the component and associated ductwork,
piping, and conduit; and either
1. The component weighs 400 Ib (1,780 N) or less and has a center of mass
located 4 ft (1.22 m) or less above the supporting structure; or
2. The component weighs 20 Ib (89N) or less or, in the case of a distributed
system, 5 Ib/ft (73 N/m) or less.
Section R401.1 of the 2013 Edition of the California Residential Code is
amended to read as follows:
R401.1 Application.
The provisions of this chapter cannot control the design and construction of the
foundation and foundation spaces for all buildings. In addition to the provisions of
this chapter, the design and construction of foundations in areas prone to
flooding as established by Table R301.2(1) cannot meet the provisions of Section
R322. Wood foundations are designed and installed in accordance with AF&PA
PWF.
Exception: The provisions of this chapter are permitted to be used for wood
foundations only in the following situations:
1. In buildings that have no more than two floors and a roof.
2. When interior basement and foundation walls are constructed at
intervals not exceeding 50 feet (15 240 mm).
Wood foundations in Seismic Design Category Do, D� or D2 cannot not be
permitted.
Exception: In non-occupied, single-story, detached storage sheds and similar
uses other than carport or garage, provided the gross floor area does not
exceed 200 square feet, the plate height does not exceed 12 feet in height
above the grade plane at any point, and the maximum roof projection does
not exceed 24 inches.
Sections R403.1.2, R403.1.3 and R403.1.5 of the 2013 Edition of the California
Residential Code are amended to read as follows:
�-�r�i�.�.� vOil�iilL�'^v�'� �L`Oill�g I�i v�'�°,l.�,�3�C n°S�C'j.f? �wtL�O�!°S nG, �� ��1� ��.
The braced wall panels at exterior walls of buildings located in Seismic Design
Categories Do, D� and D2 are supported by continuous footings. All required
interior braced wall panels in buildings are supported by continuous footings.
R403.1.3 Seismic reinforcing.
Concrete footings located in Seismic Design Categories Do, D� and D2, as
established in Table R301.2(1), cannot have minimum reinforcement. Bottom
reinforcement are located a minimum of 3 inches (76 mm) clear from the bottom
of the footing.
In Seismic Design Categories Do, D� and D2 where construction joint is
created between a concrete footing and a stem wall, a minimum of one No. 4 bar
are installed at not more than 4 feet (1219 mm) on center. The vertical bar
cannot extend to 3 inches (76 mm) clear of the bottom of the footing, have a
standard hook and extend a minimum of 14 inches (357 mm) into the stem wall.
In Seismic Design Categories Do, D� and D2 where a grouted masonry stem
wall is supported on a concrete footing and stem wall, a minimum of one No. 4
bar are installed at not more than 4 feet (1219 mm) on center. The vertical bar
cannot extend to 3 inches (76 mm) clear of the bottom of the footing and have a
standard hook.
In Seismic Design Categories Do, D� and D2 masonry stem walls without solid
grout and vertical reinforcing are not permitted.
Exception: In detached one- and two-family dwellings located in Seismic
Design Category A, B or C which are three stories or less in height and
constructed with stud bearing walls, isolated plain concrete footings,
supporting columns or pedestals are permitted.
R403.1.5 Slope. The top surFace of footings are level. The bottom surface of
footings are permitted to have a slope not exceeding one unit vertical in 10 units
horizontal (10-percent slope). Footings are stepped where it is necessary to
change the elevation of the top surFace of the footing or where the surFace of the
ground slopes more than one unit vertical in 10 units horizontal (10-percent
slope).
For structures located in Seismic Design Categories Do, D� or D2, stepped
footings are reinforced with four No. 4 rebar. Two bars are place at the top and
bottom of the footings as shown in Figure R403.1.5.
�t£.C�1�{E�VD; �� 6
a
b 5�`�'
� -T At(M1',2-�'J kE6�tit t'�P�C 8{)Tl`�tii)
�b
:
-- . .. . j � �•ef]7'CObi PGATE(1'4'i'.j
� '
�� � -.� -GR1�DE
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�����a � ��
������� � � � -•-� ....................
��jr=�t���_
-�«E�- i�. �� � i �.
�llllQ �1f1i�
S'�EPP�E�FoL���TIC3M1°S
FIGURE R403.1.5
STEPPED FOOTING
Section R4U4.2 of the 2013 Edition ofi the Californ'ra Residential Cvde is
am�nded to read as follows:
f2404.2 Wood foundation walls. Wood foundation walls ar� c4nstructed in
accQrdance with the provisions of Sec#ions R404.2.1 through R404.2.6 and with
the details shown in Figures R403.1(2) and R403.1(3). Wbod foundation waUs
cannot nvt be used far structures located in Sersmic Design C�tegory Do, D� or
D2.
Section R501.� of the 2013 Edition of the Califiornia Residential Code is
amended to read as follows:
R501.1 Application.
The provisions of this chapter cannot controf the design and construction of the
floors for all buildings including the floors of attic spaces used to howse
mechanical ar plumbing fix#ures and equipment. Meehanical or plumbing fi�c#ures
and equipment are attached (or anchored) to the stru�ture in accardance with
Sec�ion R301.2.2.3.8
Section R503.2.4 is added to Chapter 5 of the 2013 Edition of the California
Residential Code to read as follows:
R503.2.4 Openings in horizontal diaphragms.
Openings in horizontal diaphragms with a dimension perpendicular to the joist
that is greater than 4 feet (1.2 m) are constructed in accordance with Figure
R503.2.4.
PLYWdC1D SHEATHiNG
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M�TAL TIE 18GA.x i 112"x(OPENlfJG Nl�DTH+4'�(7") Mi�t.,
(2 TOTALS WI 2d-tfid COM�SON NAILS
For Si: 1 inch=25.�7 min.[fixn=�U4_$c3irrs.
a. Blockings are provided beyond headers.
b. Metal ties not less than 0.058 inch [1.47 mm (16 galvanized gage)] by 1.5
iiiC'fiv�S �.'�o iiii7i j vdiuc iiviii i 2iy�ii 1 vt�a i,i�iiliil3i� ii�ii� On v�C� �i�@ Of ��i@
header-joist intersection. The metal ties cannot have a minimum yield of
33,000 psi (227 MPa).
c. Openings in diaphragms are further limited in accordance with Section
R301.2.2.2.5.
FIGURE R503.2.4
OPENINGS IN HORIZONTAL DIAPHRAGMS
Lines 37 and 38 of Table R602.3(1) of the 2013 Edition of the California
Residential Code are amended to read as follows:
TABLE R602.3(1)—continued
FASTENERSCHEDULEFORSTRUCTURALMEMBERS
SPkCING Of FASTENERS
ITEh1 DESCRIPTION pF BUILDING h1ATERIALS DESCAIFTION OF FASTENER°`° Edc�es Interinedi�te su�jpnrts``
(inches)' {inches)
Wnod strucfl�r�l panels,subfloor,roof ancl inferior wall sheath�ng ta frarni��y and particleE�oard wall sheaihing to framing
6d common("'x O.l I�"i neiil t+ubflc�o�•�valfr
3_' `l,"- l_" 6 ]�=
- 8d cnm€non E''!-"x 0.1�f"f nail(raol 1'
;? ��� .. I" 8ck common ilrii I I?'/,"x 0.l:I"1 6 1_°
�� �3��. ���.. li)c�cummon f3.,x 0.1-18"1 n;ii!ot� � 1�
+ Sct 13`/,"x 0.131,.)cicfonticd nail
Other wall sheathing"
�� 1."sulictural cellirinsic 1'1.°��:ilva3�]zcd roE�fine nail.�I:r�"crown uE- I"ci€,wn 3 6
" Fihcrboarcl sheathii�� �laplc 16�a.. f�/�"]on�
;� ''/;_"4Gucnfrtjl c�llulc�sic l'/����,<<Ivanized roal`ing nail. i.,,"crc�nn oe I°crc�c4•iz ; 6
I'i6erbQarc�shca€hi�je .laple 16��ta.. !'/_.`I��ilg .
:i k 'l."gcp.urnshv.alhi3r�' f'!,"�akvanizc�r�3��fing nail:sta�,le�ah�anizc�L 7 7
_ = [;!_"Initg: 1'f,ccrcw�.T`�`pc«'or S
;`3� `�r.,g;,p.0 m sl�et�thi�i�*� t�f��„a[4•a��izcd ro«lin<<Sail:�taPle�al�ani�ed. 7 7
f,/S"lai��:lsf,"scre�ti�s.Typc�'�3r S
Wood siructuraf panefs,combinafion subfloor underlayment ta Iraming
6c�defomic�I E?„x 0.120")nail c�r
�9 '/,°an�i Ictis 6 13
Sd coaiunon(?'/."x 0.1;["�nail
�0 ��s.._�., fidcoailEnon�.Z'/,°x0.1�f"Iilailai � �,
Kd defamicd t?`/,"x U,I�0")i�ail
J1 1'/�.. �����. lUdcummal(�"x0.1�$")naifor 6 l�
$cf dcformcd(?'/-"x 1),120"l n:ail
F�r SL 1 in.h=_'�=1 mm. 1 ftx�t=;i]4.g»3�».1 mcle�r hoi�r=U.-F-1'nt'z; I Ksi=Ci.K4]11Pa.
a A!I nuiE.are scneoth-coma3on.hcix ordefc�nnecl shc�nk;rsce�c�ahere othrn�i�stated.�ail�ic.ed f�r fruminQ and shraehinil connecn„ns shxll ha�c ntinim�nn
an•era+c ben�lmg qizl�l str�n�th+as sho���n;�D ksi fnr shsink�[ilm�ter of f1.19'inch 1'_OJ cummon nail�_9�)k�i loi>i�ank diumclers I.Frgcr lhan 0.fl'inch bu�
n��[lare��rlhanFl.li;in.•h.ancl li)0 ks�forshunk di:in�eters n�fl 1�2 in�h or lass
h Staples�uti I h�_:E�e uirc and ha�e a jninimum�/ir:inch nn diameter eioµn wi�tth.
c. �:tils ehaill br spa�.ed at nut mora th:ui b in�hec an cen[er oi:Ell suppa�rtc�nc�re�p:uis are�R inc�x>ur�raatci,
d. F�?in-Ic�t hy 5-I'oo�or+-fao�b}4-(c5ot pzFnrls shall be a�plied cenir.ill�.
r. Spa�ing c�F fasfen��ts nE�l indudcJ in this t.tble sh:Ell hc E+ased on T[d±le ftf�1'_.3i_'i.
E Fnr reeions havim�ba�ic«incl s��-ed oi�I IQ inph or Rreatcr.Sd Jelorn�rJ i Z`!."x Ci.l3�7)nails shall be�i;�•cl Far:3tt1CI11Ef?pl��anod uiTd�ec��d stnictuinl pan�-I
ro:�f sheathin�to fruming��i[hin minimum�b-inch di«anec Frc�m g:iblr rnd ual[t,if inean roc�f heighi is�nore th;in 2�Frat.up ro 35�Cf'l kIF:LCI311UI11,
�. Fnr r�-�ii5nc ha�in_hasic wind s��l of ICHI inph�rr les�.nails For:ift.{����[�\4`C14h�stnicturaf�:inel roc,F ihe:ithin�tn eahlc end«all frsuning shall t�e 4pai•��F
inches on cen[er,Vc'lien ha.ic kind xix:eJ is�re:tt��3 than E(3tT R1nh.naifs fcrr attachina[nn�'I roc�F sh�•aUiin_€o'rn�eemediatr>uVDnils tihull be spaced 6 inche�o�c
�entcr fnr minimuin 48-incf�diriancr troo�i rid�es.ea�es and aahl��ndµa[ls:��nd d inc�hcs on ccn�zr to��,ebl�cnd��all Framin�.
h.Gypsum�heathing shall conF�rm tc�AST�f C 1;96 and shall he insr.Ellcd in acccrrda�ice��ith CA 2>3.Fibe€hoard sheaihine.sE�:iff conlorm io.�STl7 C'[)8,
i. Spa:in?�I'Ir�4tenerr on Fl�r she�€hin�panel edre,�ppfi�s to�anel edE�s�up�ortecf hy fran�int�memheis�ind required blocf:ins and at all floor perimeier.,
onl}•.Spaeii3�c�(Facteneri nn io�i sheaihin��pa�el edges appkie�to panel eclseti supponed b� framine members aiad rrquired hlockiRt Rlo.kin�of rckif or
�Icx�r.:hc.:a�hine p:mcl ed�es per�xndiciilar to�he framim*anemUers neeJ i�ot tr pro�ided cscrpt e�c requircd hy uihcr pro�isicros ei thi,eode,Flunr peiimeter
shaJl Lie suppuRe�l l�.fr:imins naemhets ui�olid bl<x�ins.
j. �t"hert:i ralter i�lasie.ned to an adjt�cant parnllel c.eilin�joist in ace�rJanse wiih tivs srhe�fulr.pro�idr t�vo lae nail�on om�side c3Y ihc raiier and i�x nail.
fram ih�ceiling jai�[ro top�latc ia nccordnncr c�]d3 th€s sfizdule.7he loc nail cm thc oppu.ite sidz�ol th��raf[er shall not hz iryuirecl
K Use o}staples in braced well panels shell be prohibited in Seismic Design Categary D0,01,or D2.
Footnote "b" of Table R602.3(2) of the 2013 Edition of the California Residential
Code is amended to read as follows:
Table R602.3(2) Alternate Attachments to Table R602.3(1)
b. Staples cannot have a minimum crown width of 7/16-inch on diameter except
as noted. Use of staples in roof, floor, subfloor, and braced wall panels are
prohibited in Seismic Design Category Do, D�, or D2.
Table R602.10.3(3) of the 2013 Edition of the California Residential Code is
amended to read as follows:
TABLE R6�2,10.3(3}
BRACING REOUIREMENTS BQSED ON SEf51u[IC DESIGN CATEGQRY
50iL CLkSS�b
• WALL HEfG�{T=i(i F��T
• 10 PSF Ff.04R QE14�LOAD MINIMUM TOTAL LENGTH{F�ET}OF BRRCEQ WRLL PANELS
15 PSF ROOFIGEiLfNG DEAD I.OAD RECiUIRED ALONG EACH BRACED WRLL LINE'
BF#ACEQ WALL LfNE SPACiNG=25 FEET
8raced Well Methpd8 Mgthods
Seismic Design gta ��ation Llne Len ttl Method L1B° Method�B� �WB,SFB, Method CS-WSP.
Category � S PBS,PCP, VPSP
[fcat) HPS.CS-SFB°� CS�
��a ?.� ?.� �.:� �.� i a
it� >.t? �.t� 3.(� y,, ,-
� � zt) �`.� 7.5 7.5 �.� 1.1
�[) �ii i) iil,tl ifl.�) 6.<1 j.-1
`« d?-5 1?� I?:5 �.{) c�.k
lt} h1' a.i �.� 3.{} �.F
'_L' f�f� �7�l �7.{f f;�:1 S.1
� ;i} M1�P Bi.S 13.� 9,t} ? !
I.lQN[1�l iTll4 S{5 ii�\`I .1
�l(�� �YP f�.�� I�.I) I?.€r li).�
jC3 �IP ??.� '?.i 1 i(1 f?,�
]i) hP fi.i� 6�} .1.5 i.8
2� RF f?.�l I�?.(� �J�) 7.?
�U N� !K_�l 18_0 i3� 1 I.�
:li) NP �1.t� ?:1.f) fS.t1 �'--i
�q NP i(l�l ifl.�) ??.� I�.i
1�} �P -��s_s �-;��s.s f.K l.b
'(� h� ��11.0 -��11.0 ;.6 �.l
� � ?ti 1rF �16.6 �-•16.6 3.-1 S F
-��) hP -I-�F�22.0 {{�22.0 ,.� (,.1
jf1 h� ��'r27.6 -F�27.6 9.1.1 7.7
lU I�I' }�NP -'��NP �.S i,'
�0 ►�p "�;-NP '��NP ?5 F.�l
I�)�, � 31) �I� ��NP -1�-�±- NP I I.? 9.t,
�T) �JP �_' -�1-fVP �-NP I�(i �?,�
_`•f) NP ��NP -?��NP I�±.5 [f�.11
If) n� =I�- NP ��-NP �.i .�,j
'[? \Il5 -F�`r NP �-4-NP i�i.� 9.f1
��� NF' s1-Yr NP �{-�NP I1.£3 13..1
-l� ;�fP �F1-NP ".�!;�NP 7�.(� [7.g
Af) �� -�C.'�NP -�+-�- NP �(i.; '�.l
(CO��t!]:ilCC�I
TABLE R602,40,3(3}-continued
BRACING FiEQUIREMENTS BASED ON SEI9MfC DES[GN CATEGORY
L ASS D
• WALL HEIGHT-10 FEET MfNIMUM TOTAL LENGTH(FEET)OF BAACEQ WALL PANELS
• 10 PSF FLOOR DEAfl LOAD RE6UIRED ALONG EACH BRACED WRLL LINE'
i5 P&F ROOFICEILING DEAD LflAD
BRACED 41fALL LfNE SPACING-Z5 FEET
et s
Seismlc Design Braced Wail e ��B��F�� �qethod ��thads
Cat o Story Location Line L9ngth M@thod LlB� Method GB- PBS,PCP, CS-WSP,
� ry (teet� HPS,C� w5P CS-6
SFB°�
IC� �11' -3-� 6.0 �6.0 �'_() i.l
?0 NY �4�-1�.0 ��12.0 4.�7 =,-1
� � �(1 NP 13-E�18.0 -�€�18.0 �.(� i.1
4U �T]� t?-F�-24.0 -�(+24.0 8.i) h,?s
�f1 V}� �-�F�30.0 �{+30.0 �€�{} �?
I Ci NP �+-f�-h P -<-�h t� a.� ?.''s
'El V!' �-?�-� �F' -}?4�1P 'l.[) '.7
D� � 1n �;p �� 1€� -�k,(?-tif� 1?� I l.�
4t1 �iP � hi' �F�h f� 13.t1 I>.3
;tT �A =� �f5 ��[�p '3.� 1�5,1
ICl NP � 1�P ��I�� b.q j.l
3(! vP �-RE' -};-E��P 1?.f� li?.,
;0 Vl� �;�hp �;sh€' 1�.(1 1i.3
�p Vi' �:tF M1P �-s=�KF� ��.f1 '(i,�
�tt VP s?-�-hf' ,1'-s-nP =().f) ?S.�
I q Nl' �li-8.0 �-8.0 '.S ?.1
//�� �0 NP �-16.0 �-€�16.0 i.p rt.3
� F� 1(I �11� -F?-H-24.0 -�?A-24.0 7.5 6,4
�j �t7 VP -}6-F�32.0 �32.0 lfl.(1 8.?
5(1 V1� ��d0.0 ��4D. 1_T.w 1�Fi
Ifi NI' ��R;P 7-r(vF� 5.S �,i
?[1 VP -hti-fr h P -�'H-[�P I I.fl 9.-I
� 3C� �IP ��..: �Y "_shE' lf�.s 1-1.f1
�!1 Vl' �€� R�' �tiP 2�.t1 1�.?
�() V!' -'*'�- �F� �-�irP 2,-�.w '?.�
�, _ _
" lil NT' i�P ![' NP VP
� ?l! NP tiP tip !�p Vlj
i0 N1' tiF� ti'T' 1`P 'VP
� dtl 1+I1� !ti€' �P VP �3P
�fi Nl' tiF tit' 4P ,iP
10 NP KP �� ?.5 h.�
'f5 Nl� RP �� 15.[l I?.S
Cri�pl�u�tJl hcf���v i0 NN tiE� �� '�� 1�.I
i�nc-e,rlu�e�-ster�Y d�reliin� ___
� 40 NP i�P \'P 3F1_t} ?S 5
��] NP tiP �P 17.5 31.�
F�c:r51: I sn�h-_�.a nFm. I fc�ot-ZiSi mm.1 ps�und�rsyu:in fa�l=0.0�'9 kF'a.
zi. l.ine:ar in�cr�x�ll�icro shail he�xm�i�ie�_
h. 1Va11 hracin_I�e,�:tlt�arc his�J nr���sil sitc el�s�"D,-' In�crExdatinct;sf hrarrn�:Ien���h��u�ra the S,�4aluc,as�esciat�dµ;th!h�Sci�ntic Desi�!n Calti,c�ricx
shall f+e�rmattcd uhzn a sit�-s�Erific S,s 4iJair i�delcrnuncJ in accnrdanrc�i�h Scc.�i<�n I!i?.3 a-,4 thr b:rcmr.r'o.�al B�rzF�in.p�ndc
��. Aiclhrsd LfR�.hall fi3��c ecp�um h�z3rd E�stcncd!±,a€]��st�mt s�s1c a��lh nai3<<ir sc€cu���r Tahic RCx`1'_.Ji I�fnr rsttnor tih.athmu in 75Mc R?i'1?.�I�sr
intarir�r g�•psum huarJ.Spacin�af€ss�en��rs ut pancl ed��cs shali n�t cxc�cd S in�hcs_.
d. E1clhra3 CS-SI�t3 ap�li�s in til sC C�niti,
E.Methods GB and PCP braced wall panal h/w ratio shall not exceed 1:1 in SDC D0,D1 or D2.Methods AYl�B,SFB,PBS,and HPS are not rxemllted in SDC D0,D1,
or fl2.
Table R602.10.4 of the 2013 Edition of the California Residential Code is
amended to read as follows:
ra����so2.io.a
BRRCING METWf)DS f
CONNECTION CRITERIA'
METHUDS.MATERIAL M1N[la1�M 7HfCKNESS FIGURE
Fasteners Spacing
I x�wcxsrJ s�r Vr'cu!�:'_-tiJ.�c�mrncsn nails �i'nc�:4xr siud.snd
apprt�■c�l mctal s�ra� ..•"•-_f' ,,r tnp anJ hattom plc3�es
L� 5 I �� 1f._ -: 3-Stl r'�1,"lon�a O.l I;,,di�.)nrtilY
Lcl-in-hr,i.in�� a�'�. �,�r�n•.ngle�fs+r .�. I !�.
ma�en►um I�.� , tilei�l:
�li«1>p:ti[�1�� � \fclal a�ra��:�x:r nt.�nui:uturer �r mvzufac1urcr
D«B '1_"i I"nc�inin;Yi)lt,r ...----. ?-Rd f?f_"lon«x{l.l t;"clit�i n.�iis
i7ia�t�n;�l mati�nunj_�' � or P�:rs�ucl
tictx�l lxuu�l� ,siid spacin+� q�I�����ill�� �- I;� .�long,lapf�s
`�'SP 8d common[21l2"x0.131)nails �
...r:�a�c��' h•.������ i�..rzi�
S�r'cxxl �_ . ��
�tru�tural panel ° ��`����� ���r � .
(. lLlj 15l32�� 8d common[21l2"x0.131)nails � � - �-_._._..�_. �......._�_
���',j�,]�,41�()��il`��F� � 'I•..41_11F.h'l�:1:_..F1Ll13]�l. �TTT�T�r
318"edae distance to oanel edae -� -- -
_6"edecs I;.,fii�ld
B1'.�CSP'
�V�xxi SErutcursl �"ai p:iar!r,Se��
P�ui�l.uith Slztinc 'r • �c�I�i�urc[2�tn lll.h., �?��c��inx�n i_'?."x(l.I}1}nailti l�"'a�iniermc�di�uv
.�r 1[ax+nn•4�nrrr �` � su�+�tt[�d"a[hr�:cJ
i5�v Sr�nitin uaH{�an.�l�nJ�xri:
12�1]?.i 1}_{,,5�
L �I�r„�illTn x��.E?��C�13.1�6f-,l,"I�SLIj:
-�� SFS
�� Slraetural i_"nr=1,,,.li�r -- --. sl�eatl�in_�; I`t`�..lonrxla.l?..dir�.
� fibcrbn�irdsh�a[h- nrixin�em 16" �� E cic3r=s,�;,°thicksh�lthio�i i"ed;s�s6'r�cld
� ` ;EUd,p;u;in� L�iL11�11L11L�..• n:jlG�aniicdrnt}iin�nailsculs`c1c��n�mon
- inE=
� i2�r,°Iz�n�x€1.13J"diaa nails
N;�ifi��r s�r���F p�r Tabli REi�1?.�i!1 fc�r i��r af2 hr.ir��J u��ll
�� �� •y-' CCICClCSf Ifx',lilc�i75 �tnel In:nii��m�±..
G;.su¢�hnar� '1,' jl; , cdivti iin.lu�lin�i���
:i' . . _ . Nt:ii.csr scrc�.:�?�r'Table R7f�?.*.5 for ��nd hnt�um rl.ilesl 7�
intcrinrl�x�tuiuig� licld
Pss ,�.•lu tI.°fs,r •�- -- �{,r'y,".fid c�,n�m,m
I�:Yrti�leh��ar�f ' - [-?"fc�r�t�x i},f I�..di:�.?na[I,
shcathiit� mlximum I�" �'� `'! ° �°cd�est;"ficld
slusl s ing , 1���c _, .8d cc�njn�a3i �
�SEc S�ction R�Si � [„!.'I€�n±F x C�.I?I"clia�nail�
acr Scc Sc.ti�,rt R7t):.E�ic�r _' ." i`1-.,'lc>n�, 1 I �,j�Fc.;+��"dia.head nail, �..�.c..c,n�!I Cr:��tiin�.
€'or�and �i.�ehFS�na 16" � ` ` �,r _
�ementplaster slud,�Eii�� �' ',`,"1���. 16ga�csta�lesq �ncmh�r.
HPS --°�. [i.(K�"'di:l..l)._>��"'tIl2l htadn:iifswith
f���14�1 411'zl.I�IFIIJ[li 41�� �
[�arJh�trJ ' ;tud sp.i�in� ; � Icn��th t��acconirnc.ciatc I 1,.� 4..cd�es�"li�lii
�tan�l ssding _,i �.' �nctrslic�n inio�lud; �
�E�l' ' -'
Altc.rn:uc 'ly" �� � � �er 4c�:ticzr�R6�1?.10.6.1 Scc7
hr<iccd��;�II �� I� , 5ceti��n R6(1_.111.6.f
€cai�ririrred i
TR�LE R6Q2.10.4--contlnued
BRACING METHO�3 f
CONNEGTION CRITERlA'
AAETHODS,MATERfAL M1NIhtUMTHICKFfE53 FlGUAE
Fastemrs Spacing
.�'� BFH .. ...
r�` I}c+f[�lf tiamc u•ilh '�E.. � [ �«Scclitan Rh4?.i0.6? Sec 5�:�'lic�n R(i�l_'.I�).ti.?
° held-dc��tins 'C�---���'
g • • • -
��,
.j
L'
� �
� �� �.' " ��� See5c�liirn R6�? !C).�3 Scr S�c[ion ft6(1?.1i1.6 3
- Pc�r[11 ir.en�c a[�ara�c '' ,i1�JLiL'JJ_I
j ... . .
8d common[21l2"x0.1311 nails ' ' '
fi�.n•SF 318"ed st e to i e �-_�-�_�•��t�r �"edgcs i'"i icicf
C��minuruslt;hc:dlxd °,',�• ��, ,
`. I �.:
u�x�1 alrurtnrsl �nnc1 8dcoaomon[2��xfl.ts�3rrelts � . • � _ , ,, - -
15l32" �3B" I r._ii..nuc��,e.,.._ncri��:�� "_...:....� c . __
_ �.5.��.,
• — 6„e���ti f?..1ie1d
r C�+ntusuc�u�i�•shratlkd
� ��•u�xl ssrursurrl�rl 3�— .--� �}� Sc�c Mc'.thcxf CS-�E'SI? Ser.h'Ie[hcit3 CS-WSF
�, atSjaCCni in�tu�l��i 15f32��
� �+�siliFf�> —
•r� •.'7__F_=.".
f �.c�nti�u€u5 gF:[�ealhc-d �i'� �; i ! 5ie S��c•licrn REa[1?.1[�.b.d �r��5ec[ion ItEitl?.1i1.{,.4
g[Frt�l Cran�e 15f32" �.... ! I
= I��r,•Ic�ng x f1.!?"flitt.
�Fc�r�,'.'[hick she�tihi���?
" CS.SFg+ 'i:��r'-`I,:l��f -."__'- ���_.,-�F��a x(1.1�„t1'tti.
-�T- �
Cc�niinu�tislysh��th�J m:�sin�uni IG" � � E� � ifor`!;."lhickslleathinz) 3°'cJ�=cs6"(icld
�tnictiirail fihinc�uucl slu�!sra�ing !�-- •--=�= �ateaaizr�f nu�tiitn n:�il,nr �
t�d iomnte�n
f��f_°lona x(1.131"di�.f aliils
}�o€Sl: i inch-'.s_�mm,[Inc��=?f.=�n�m. I dccrcc=t}.t}I?5€ad. I Eu�uncl�r�r�u��lo<�t-�'i�h:m". I n�ile�trha�ur=ii,4�'m��.
a. AJh�stEZ�attachm�rt*.of'uall shzathinc.snelutlin_,hlc�hod Gti.shali n�t hc�rmillcd in�cicm�c fhs�tn Catc,�r�ricsC.C1,-,.I}.and I);
[i.A�pliz•s to panc;s n��i ro c�rsl�c dair«penin�wbrn sup��rline�;,hic and w��ll or reof I��;sd anL� ��tav enl��fu ir�:u�n nrte U°all c�i�h���;irG:-c.ln Ce�s��aic
iJ�tiign C:�te��«€i,:s i�r 13�and 1?,r�x5f a�yt;rinc�cfcacllc�ucl m�y ni?L cxrccc3?ps�.
r.Gaea��:op::nin��s acfj�cen�to a�[z•th�Kl Cti-G p�ncf sha!I hc}�ras�sdra uilh:�hr�nlcr in a.cor�laact w�1h'fahlc R�E�2.��:I i.�Fuli hciE_ht clrar upcnine sh�l I no�
hc p�:rmit4+:d a�f iaccn�ic�s lie�hc�CS-C pan�•1.
ii.af�thcd CS-ST�E3;incs ne�t a�[y in S�:ismic Dtsi�n Cale��ric�[�.,.Tl;and I5_an�in ar�a�u hen,lhe wind spc�d rss-eccls l�x mph�
r. A�fstlx�a�?Ilcs w d�iac.hcd ene-and twE�famil�d�tetlints in Scismie q�ti_n C:�t��arieti D,�rou!�h 1).�nlp•.
T. Mstnods�B and P�P qr��d w E nar�al hnnr ralfa sheA nat excend 1�7 ln S�C a�.b5,or D2.Mdhnds LIH 04+V8 SFS PHS HPS and PF[3 ere not�armnled in
SDC D0.D1.or D2.
p. Usg or�aplas in hraced!n�i��[��h�t!q�q!�lbRQd ln SOe do.�t.ar D2.
Figure R602.10.6.1 of the 2013 Edition of the California Residential Code is
amended to read as follows:
r'i,f#EL LEf.I;7N PE� TQP PLATE SHALL BE CONTINUOUS
7'.f L F R Kil?7 0�
OVER BRACED WALL PANEL
� i
_ "i'1
�rJ�2n
�AfPi��L'vQQLt FVR P�IvEL�PLii,E(I-'f1EE�i=C;
= SFRUGTI3^�.s,L P�IJEL " `� aL�J�I�IIIJG F�,?JEL @JG�S�Hk�L`,1�eT
�; SF-F�.TH:fIG Oii GNE�4�,E ��, r���ER a.'•l(7 6E F:.$TE`IE6 T�J:CI.i1.1 C�J
E � FRa�,tW�
�
� i
�ii�a `+��=_�w�v7'i�!.±:r: ��. �.
QC�QLiBI.FST!1�3SF�EOUiRED �� i °�
. '�� 8i�u�:�IA19P:�;�.=-ou?�r1a.iL8�5'
�� �C �To�h1ELEbGES F�7RSIMGLE
r ST4FtY,tP�C'Q d'u� RAFJEL5C465
� F�R TF�"rli�ST C3F 2 S`�I��ES
ts: ii;N:711�-G(:YN s'JR;??BiRA?TYPE
r �ti�:�c€����r�,€��a-sa2*��s t ipr�i�`• •
� QF E�CH vN�.i�`fJ FG?�CLA.Ri"Y;, ,� �`-- - SiU�S LJfJG�R Hd4Cs�R 45��rJl�IA�D
SFRAF-T!'PF_Ai1GHCR39HRLL BE '�. I
PcR1,1tTTC-D�.BEhTT�&HEO C�'dFR
THE:`.�7a€3�RUCTl1R'�L F�FJEL � � �� c�
_r ' S�C4lfAlACPJ"�^`�iJ.sILS� 72'
F��N�L�dt�3�B�a.�'TACxeU I
6 C .�ST IF�7E�FbL�R S��PP4�TS
T'Q u'��l��7E F00?IN;'i s�R
i411CY[E7'�F�41�I{34rf{7F7 �
::�LL.�.6hTttlUQlfSr]t'�R �`-� 611PI Fi�IFI�tJRCIT�G4F�:�VsJOf.fiUPJ.
AFt;CEG S"iai L.I.ItiF. r' t7�JE;�s 8AR T6P.iF6G`B�TT[;hA la;P
B�,RS-4�IA!hi If.l UG1_
� ' '� ' ' '° ' •
��. 1._�. �.y 24�i
— �'°',` y. r
i m . i /
. � ' ��' � a / .1�
� � Y J�
r4� ._.l l_'
�� �..1�f� ; .L.. ......'�
-j �4�
� �\
�i',1i2'L11k�dETER?.FJGHQR """ � f,11fF11.1U1.1�DQ'IN+;:IZ=UIIGER
BJLY�LDCAT�C�EY`�kE�F� �PEPJII`J�1S'2 k t2°�-=k�lEB-69',iH.�
�S�nh1�12�G�F�A�H�P`Q�3� '_ -_ ____ _ -� __ _. '. -
THE gEv^1:1FNT ��
�4��RF R��2.i�.�.�
METHt}� �61N�4LTERIVATE BRACED WALL PANEL
Figure R602.10.6.2 of the 2013 Edition of the California Residential Code is
amended to read as follows:
?-f•ii CF M:.vE4'tef'F a0V2�1:FORT.r.,,iP,al:i��'Vr9 fR:.CEC Y+aL:FA}IEi.3
�2'•1B'lll ISriE�J SVI�Th'GF�PiRUt6
� F3F SIIIGLE OF JOUELF PG22�
1 &i:Fx: ^~ TEIi5;0'75TRA?P'_R ....
F04��::'FLL » r�ELEl152Z�G5a{�ry
FE:CiT '3P�OSIiF EIJ`c�F�-.� i
� "�- S�IEarN1�iC� .. �
xp:�:f:� ••a
�sh S Y1i.1=pr'1Es�rC ..�i
:;:. s--�L�:ra:r�raoK eR:o • •��
ir,:eer.-e�c.i.�i
i ��r%►�r; • ;PL�Cf E:vE5Si�LL :r=,:s;j.
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FR�NT ELEVAI"IC�N SECTID��
FfGURE R802,10.6.2
METHOD PFH—PORTAL FRAME WITH HDLD-DOWNS
AT DETACHED GARAGE DOOR OPENINGS
Table R602.10.5 of the 2013 Edition of the California Residential Code is
amended to read as follows:
TABLE R602.10.5
MINIMUM LENGTH OF BRRCE6 WALL PRNELS
M]NIMUM LENGTH°
{inches)
fJ[ETHOD CONTRfBl1TING LENGTH
{See Table R6U21�Aj Wall kieiqht (nches)
9 feet 9 feet i0 Teel 11 feet 12 feet
[�Vr'l3.Zi�SP.5FI3.PI35.P�P.Hf'S.13V-�YSP �8 �8 1Y S; 4R ,'�cEUnl'
C�B .1`� �h �K 5i 5� Duuf�I�:id�J=.=aeiu:Yi
Sin�lc sidEd=Q.5��icival
L[� "s� �? {,q RP tiP :1r€ttaii'
SI?C rl.F�t��d�. �� ;� t� ;s; ,�i
�sin�3 s��d z I fD mE3h _ �
A E3�t` �8
51)C 1�,.["J• 3nd[�._ �, �� ;,� �E' �1>
.��ind spicd�1[I)�t�ph '` '
Suppt�r4in�rcu�F t�n{E' �#r24 �-Er24 �{r24 -}{�=24' �t}24' �€;
r�-r� — — —
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F��rSI: I in.�h-'t.dmni. I f,c�t=±ff-4.snim.I mik prrhnur-o.-k�;nti+a.
�P=ti�st F'�mu Lterl.
a. Linr�rinicr,.�latinn zhal.l t��€millr�.
b. l'+c�hc xtuai Icn��th•a hcn it is r�rca�cr�t�:in c?r ryual ta�tht-minimur�i IrnF�tli.
c, �fa�imam hc:�dcn c�i�hl f��r PFH i:�10 Fcc!in sccc?r�lunceµi�h Fiiur.RG?}�.IO.E?.bat+�alf hrighf ntsiv tY:inGna�:dl:�I'_f'c�a«ith pan�«all.
d. \faeimum np�ninn c�3=_fi�f�5€YPG is l p ii��t in aecordan�e u ith f-'iF=ure I�h(i_.I�1.G.?,bu[u•;�I]hcieht m�y h.��n:rcascJ tc� I'fr�t u ith ponr a•all.
c, Jlatintvm n��n�ng�zr!hi forC�-PP is F��fc�t inacce+r;l�nte�aih 1=i�ure R{3±�?.I(1.�,��.hu�aull hcixh9 nrnF hc inerrosc�i I.�I'Icet a�ith�m�-u��ll.
Figure R602.10.6.1 of the 2013 Edition of the California Residential Code is
amended to read as follows:
pa,�dE L LE t�l�7H F�R
T=.ELE�'ifl2 7;1� TOP PLATE SHALL BE CONTINUOUS
OUER BRACED WALL PANEL
w.,
15r32"
r
FAkI�-�=`.YO4'�Ll .� F�JR P�I�.EL�PLICES4%PIEt��G;
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Figure R602.10.6.2 of the 2013 Edition of the California Residential Code is
amended to read as follows:
�E'+`DF r�:s":ER�.i�TF��OVEL£PORTA:FRnIZES�;+0 BR.;CFO';vd1£Fa'i:l.���
F��
2'4S%,R{SHc�J SS'[OTY:CF OP:NII;6
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FIGURE R602,10,6.2
METHOD PFH-PORTAL FRAME WITH H�LD-DOWNS
AT DETACHED GRRAGE DOOR OPENINGS
Figure R602.10.6.4 of the 2013 Edition of the California Residential Code is
amended to read as follows:
r'r�'_•x..cr•:n�_._.e�e v.:�r.t�w�,.ES-;o�.:.'e:i��xr.•.�.e�s
G'.IE�i C=�E.tFJ�e�r-S+VG�E v�2Pa.saa=,+E I
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FR(N��7 ELEVATI GW SEC�10td
Fnr SL I inch='J,�min,k fa>l=�f}9.$mni,
FIGURE R802.10,6.4
METHOD CS-PF-CONTINUOUSLY 5HEATHED FORTAL FRAME PANEL CONSTRUCTION
Section R602.10.9.1 of the 2013 Edition of the California Residential Code is
deleted in its entirety.
Section R606.2.4 of the 2013 Edition of the California Residential Code is
amended to read as follows:
R606.2.4 Parapet walls.
Unreinforced solid masonry parapet walls cannot not be less than 8 inches (203
mm) thick and their height cannot exceed four times their thickness. Unreinforced
hollow unit masonry parapet walls are not less than 8 inches (203 mm) thick, and
their height cannot exceed three times their thickness. Masonry parapet walls in
areas subject to wind loads of 30 pounds per square foot (1.44 kPa) or located in
Seismic Design Category Do, D� or D2, or on townhouses in Seismic Design
Category C are reinforced in accordance with Section R606.12.
Section R606.12.2.2.3 of the 2013 Edition of the California Residential Code is
amended to read as follows:
R606.12.2.2.3 Reinforcement requirements for masonry elements. Masonry
elements listed in Section R606.12.2.2.2 are reinforced in either the horizontal or
vertical direction as shown in Figure R606.11(3) and in accordance with the
following:
1. Horizontal reinforcement. Horizontal joint reinforcement cannot consist of
Horizontal reinforcement are provided within 16 inches (406 mm) of the
top and bottom of these masonry elements.
2. Vertical reinforcement. Vertical reinforcement cannot consist of at least
one No. 4 bar spaced not more than 48 inches (1219 mm). Vertical
�@iii�vi CEi i'ic�ii ai E iNiti"iiii o ii iC�icS ����vi"'iii i i j �i ii i8 ci1�S vi i i ia�viii y vJa��S.
Exception of Section R602.3.2 of the 2013 Edition of the California Residential
Code is amended to read as follows:
Exception: In other than Seismic Design Category Do, D� or DZ, a single top plate
may be installed in stud walls, provided the plate is adequately tied at joints,
corners and interesting walls by a minimum 3-inch-by-6-inch by a 0.036-inch-
thick (76 mm by 152 mm by 0.914 mm) galvanized steel plate that is nailed to
each wall or segment of wall by six 8d nails on each side, provided the rafters or
joists are centered over the studs with a tolerance of no more than 1 inch (25
mm). The top plate may be omitted over lintels that are adequately tied to
adjacent wall sections with steel plates or equivalent as previously described.
Section R803.2.4 is added to Chapter 8 of the 2013 Edition of the California
Residential Code to read as follows:
R803.2.4 Openings in horizontal diaphragms.
Openings in horizontal diaphragms cannot conform with Section R503.2.4.
Section R1001.3.1 of the 2013 Edition of the California Residential Code is
amended to read as follows:
R1001.3.1 Vertical reinforcing.
For chimneys up to 40 inches (1016 mm) wide, four No. 4 continuous vertical
bars adequately anchored into the concrete foundation are placed between
wythes of solid masonry or within the cells of hollow unit masonry and grouted in
accordance with Section R609. Grout are prevented from bonding with the flue
liner so that the flue liner is free to move with thermal expansion. For chimneys
more than 40 inches (1016 mm) wide, two additional No. 4 vertical bars
ad�q�utely ur�cho���+ irt� #he �onc��#° fo�:rdatio^ �r� �r��;��d f�r �a��
additional flue incorporated into the chimney or for each additional 40 inches
(1016 mm) in width or fraction thereof."
SECTION 3: CALIFORNIA ENVIRONMENTAL QUALITY ACT EXEMPTION.
The City Council determines that this ordinance is exempt from review under the
California Environmental Quality Act (California Public Resources Code §§
21000, et seq., "CEQA") and the regulations promulgated thereunder (14
California Code of Regulations §§ 15000, et seq., the "State CEQA Guidelines")
because it consists only of minor revisions and clarifications to an existing code
of construction-related regulations and specification of procedures related thereto
and will not have the effect of deleting or substantially changing any regulatory
standards or findings required therefor. This ordinance, therefore, is an action
being taken for enhanced protection of the environment and that does not have
the potential to cause significant effects on the environment.
SECTION 4: SAVINGS CLAUSE. Repeal of any provision of the ESMC or any
other city ordinance herein will not affect any penalty, forfeiture, or liability
incurred before, or preclude prosecution and imposition of penalties for any
violation occurring before, this Ordinance's effective date. Any such repealed
part will remain in full force and effect for sustaining action or prosecuting
violations occurring before the effective date of this Ordinance.
SECTION 5: SEVERABILITY. If any part of this Ordinance or its application is
deemed invalid by a court of competent jurisdiction, the city council intends that
such invalidity will not affect the effectiveness of the remaining provisions or
applications and, to this end, the provisions of this Ordinance are severable.
SECTION 6: VALIDITY OF PREVIOUS CODE SECTIONS. If this the entire
Ordinance or its application is deemed invalid by a court of competent
jurisdiction, any repeal of the ESMC or other the city ordinance by this Ordinance
will be rendered void and cause such ESMC provision or other the city ordinance
to remain in full force and effect for all purposes.
SECTION 7: EFFECTIVE DATE. This Ordinance will take effect on January 1,
2014.
PASSED AND ADOPTED this 5thday of Nov. 2013.
,
ill Fisher, Mayor
Tracy Wea r
City Clerk
APPROVED AS TO FORM
MARK HENS EY, CITY ATTORNEY
��J V. �
�"_
By: �.�t� .�
Karl H. �erger
Assistant City Attorney
ATTEST:
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS
CITY OF EL SEGUNDO )
I, Tracy Weaver, City Clerk of the City of EI Segundo, California, do certify that
the whole number of inembers of the City Council of said City is five; that the
foregoi�g Urdi^�n�e No. v���� da!y� ;r�#roduc�d by �aid �ity� �oun�il �# � r���;lar
meeting held on the 15t� day of o�t. , 2013, and was duly
passed and adopted by said City Council, approved and signed by the Mayor,
and attested to by the City Clerk, all at a regular meeting of said Council held on
the 5tb day of Nav. , 2013, and the same was so passed and
adopted by the following vote:
AYES: Fisher, Jacobson, Fuentes, Atkinson, Fellhauer
NOES: None
ABSENT: None
STAIN: Nane
Tra y Wea , City Clerk