12090225 CITY OF CUPERTINO BUILDING PERMIT
BILI LDING A DD R ESS: 10030CARMONACT CONTRACTOR:TIID AT-HOME SERVICES, PERMITN0: 12090225
INC.
OWNER'SNAME: MIKEPAIN 26'70 CU\I IiEKLAND.I'R\\'1'SI'1i 300 DA'Z'E ISSUED:09262012
OWNER'S PHONE: 4088737200 AT'LAN PA,GA 30339-3917 PIIONF.NO:(510)731-1004
LICENSED CONfRACfOR'S DECLARATION BUILDING PERMIT INFO: BLDG r ELECT r PLUMB r'
License Class Lie.N Y 34eg-L r r_ r
1� II ff ` lu-5 ' b1EC11 RESIDENTIAL COiVINERGIAL
Contractor Imp k,-7 /TC-mr Z12d Uate
1 hereby affirm that I am licensed under the provisions of Chapter 9 JOB DESCRIPTION: INSTALLATION OF I IW SQFT OF HARUI SIDING TO
(commencing with Section 7000)of Division 3 of the Business&Professions FRONT,BACK AND LEFT SIDE OF RESIDENCE
Code and that my license is in full force and effect.
I hereby affirm under penally of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self-insure for Worker's
Compensation,as provided for by Section 3700 of the Labor Code,for the
performance of the work,for which this permit is issued.
I have and will maintain Worker's Compensation Insurance,as provided for by Sq.FI Floor Area: Valuation:$17000
Section 3700 of the Labor Code,for the performance of die work,for which this
permit is issued.
APNNumher:35716111.00 Occupancy Type:
A I'1'LIC.\NI'CFR"I'IFICA"PION
I certify that I have read this application and state that the above information is
correct.I agree to comply with all city and county ordinances and stale laws relating
to building construction,and hereby authorize representatives of this city to enter PERMIT EXPIRES IF WORK IS NOT STARTED
upon the above mentioned property for inspection purposes. (We)agree to save
indemnify and kecpharrithe City ofCupertino against liabilities.judgments, WITHIN 180 DAYS OF PERMIT ISSUANCE OR
costs,and expenses which may accrue against said City in consequence of the 180 DAYS FROM LAST CALLED INSPECTION.
granting of this permit. Additionally,the applicant understands and will comply
with all non-point source regulations per the Cupertin tmicipal Code,Section ��{{ /��T�
9.18. Issued by: , JEf>'/1/ Date:
Signature Date 9 Z6 Z
❑ OWNER-B1111,I)ER DECLARATION RF.-ROOF'S:
All roofs shall be inspected prior to any roofing material being installed.If a roof is
hereby affirm that am exempt from the Contractor's License Law for one of installed without first obtaining an inspection,I agree to remove all new materials for
the following two reasons: inspection.
1,as owner of the property,or my employees with wages as their sole compensation,
will do the work,and the structure is not intended or offered Ibr sale(Sec.7044, Signature of Applicant: Date:
Business&Professions Code)
I,as owner of the property,am exclusively contracting with licensed contractors to
construct the project(Sec.7044,Business&Professions Code). ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER
1 hereby affirm under penalty of perjury one of the following three
declarations: HAZARDOUS MA 1'ERIAI S DISCLOSURE
I have and will maintain a Certificate of Consent to self-insure for Worker's I hit%c read the hazardous materials requirements under Chapter 6.95 of the
Compensation,as provided for by Section 3700 of the Labor Code,for the California IIca11h&Safety Code,Sections 25505.25533,and 25534. 1 will maintain
performance of the work for which this permit is Issued. compliance,,ith the Cupertino Municipal Code,Chapter 9.12 and the Dealth&
I have and will maintain Worker's Compensation Insurance,as provided for by Safety Code.Section 25532(a)should I store or handle hazardous material.
Section 3700 of the Labor Code,for the performance of the work for which this Additionally,should I use equipment or devices which emit hazardous air
contaminants as defined by the Bay Area Air Qualily Management District I will
permit is issued. maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the
I certify that in the performance of the work forwhich this permit is issued,I shall Health&Safety Code,Sections 25505,25533,and 25534.
not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California. If,after malting this certificate of exemption,I Ownrr or razed
become subject to the Worker's Compensation provisions of the Labor Code,I nmust Date:
for(hwith comply with such provisions or(his permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
A1'1'LICANt'CERTIFICATION I hereby affirm that thele is a construction lending agency for the performance of work's
I certify that I have read this application and state that the above information is ,for which this permit is issued(Sec.3097,Civ C.)
correct.I agree to comply with all city and county ordinances and state laws relating Lender's Name
to building construction,and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes.(We)agree to save Lender's Address
indemnify and keep harmless the City of Cupertino against liabilities,judgments, '
costs,and expenses which may accrue against said City in consequence of the
granting of this permit.Additionally,the applicant understands and will comply ARCIIITECT"S DECLARATION
with all non-point source regulations per the Cupertino Municipal Code,Section 1 unders(athd my plans shall be used as public records.
9.18.
Licensed Professional
Signature Date
CITY OF CUPERTINO
FEE ESTIMATOR - BUILDING DIVISION .
FQADDRESS: 10030 Carmona Ct DATE: 09/26/2012 REVIFWED BY: Sean
APN: BPH: 'VALUATION: $17,000
"PERMIT TYPE: . Building.Permit PLAN CHECK TYPF,: Alteration / Repair
PRI MA RI' PENIA QIAT10N
USE: SFD or Duplex PERh11TTl'PE: 1GENRES
WORK Installation of 1100 sq ft of hardi siding to front back and left side of residence.
SCOPE,
Meeh. Plan Check Plumb.Plan Check F.lec..Plan Check
Mech. Permit Fee: Plumb.Permit Fec•: Elea Permit Fee:
Other Alech. Insp. Other Plumb Insp. Ll I Other Elce.Insp. Li I
,11ech. Insp.Fee: Plumb. Limp. Fee.: Elea Insp.Fee:
NOTF_: This estimate does not includejees slue to other Departments(i.e. Planning, Public Warks, Fire,Sanitary Sewer District,School
District, etc.). These eev are baser/on lire preliatinan•information available and are only tar estimate. Contact the De t or addn'I info.
FEE ITEMS (Fee Resolution 11-053 E!f 7/1/1!I FEE QTl'/FEE MISC ITEMS
Plan Check Fee: $0.00 1,100 s.f. Siding
Suppl. PC Fee: Q Reg. Q OT 0.0 hrs $0.00 $800.00 ISIDEOTHER I All Other
PME Plan Check: $0.00
Permit Fee: $0.00
Suppl. Insp. Fee:Q Reg. Q OT 0.0 hrs $0.00
PME Unit Fee: $0.00
PME Permit Fee: $0.00
Construction Tac:
Administrative Fee:
Work Without Permit? Q Yes 0 No $0.00 0
Advanced Plannine Fee: $0.00 Select a Non-Residential
Travel Documentation Fees: 14
Building or Structure �
Strom, Motion Fee: IBSEISMICR $1.70 Select an Administrative Item
Blde Sids Commission Fee: IBCBSC $1.00
SUBTOTALS: 1 $2.70 $800.001 TOTAL FEE: 1 $802.70
Revised: 07/01/2012
CONSTRUCTION PERMIT APPLICATION /
COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION
10300 TORRE AVENUE•CUPERTINO,CA 95014-3255
C V PERTI NO (408)777-3228• FAX(408)777-3333•buildina(a),cuoertino.ora
❑NEWCONSTRUCTION ❑ ADDITION 14 AI.TERRATION/TI El REVISION
��/DEFERRED ORIGINAL PERMIT
PROJECT ADDRESS 10030 GA-K ff" 4 (::---T APNu , %-��� / G! (
I
I
OWNER NAME PHONE E-MAILM1V- c �1I� 4Ol710-0
STREET ADDRESS 1O03
O TGAlLOL91JA c--7. CITY,STATE.ZIP O / O/- FAS
CONTACT NAME JEFF RAINEYPHONE 510-4227--4260EMAILJEFFREY.R
AINEYOATT.NET
STREET ADDRESS 1069 EDGEMERE LANE CITY,STATE,ZIP HAYWARD, CA 94545 FAX 510-783-1041
❑OWNER ❑ OWNER BUILDER ❑ OWNER AGENT ❑ CONTRACTOR T3 CONTRACTOR AGENT 11 ARCHITECT El ENGINEER El DEVELOPER ❑ TENANT
CONTRACTORNAME / UZt_r 11A ` LICENSENUMBER 836021 C ffi'YH3,C17 BUS,LICs
COMPANY NAME THD AT HOME SERVICES E-MAIL FAX 510-783-1041
STREETADDRESS 2456 VERNA COURT CITY,STATE.ZIP SAN LEANDRO,CA 94577 PHONE510-785-6340
AR CHITECDE.NGINEER NAME LICENSE NUMBER BUS,LIC
COMPANY NAME E-MAIL FAX
STREET ADDRESS CITY,STATE ZIP PHONE
DESCRIPTION OF WORK
IL
EXISTIN USE PROPOSED USE CONSTR.TYPE uSTORIES
USE TYPE OCC. SQ.FT. VALUATION 157
EXISTC NEW FLOOR DEMO TOTAL
AREA AREA AREA NETAREA
BATHROOM KITCHEN OTHER
REMODELARFA RE+JODELAREA REMODELAREA
PORCH AREA DECK AREA TOTAL DECKIPORCH AREA GARAGE AREA: DETACH
ATTACH
•DWELLING UNITS IS A SECOND UNIT OYES SECONDSTORY ❑YES
BEING ADDED:' 0NO ADDITION? 01'0
PRE-APPLICATION ❑ [EYES.PROVIDE COPY OF IS THE RLDCAN/ ❑YES RECEIVEUBY: TOT I.VALUATION:
PIANNINGAPPL- PLANNING APPROVAL LETTER EICHLFRIIOME? )2rO I
By my Signature below.1 certify IO each Of the following: I am the propeny owner or authorized agent to act on the property owners behalf. I haavc read Ih15V
application and the information 1 have pmvided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local
ordinances and state laws relating to building construction. I an 'ze representatives of to enter the above-identified property for inspection purposes.
Signature ofApplicam/Agene Date. Z-(, -z—
SUPPLEMBNT-91-INFORM UIRED �J PLAN Cn ECKTYPK ROBrINGSLIP
New SFD or Multifamily dwelli gs: Apply for demolition permit for ,p(I OVER-THE-COUNTER BUILDING PL\?'REVIEW
c.xisting building(s). Demolition permit is required prior to issuance ofbuilding ✓C
permit for new building. ❑ EXPRESS PIANNING,PLAN REVIEW
—Commercial Bldgs: Provide a completed Hazardous Materials Disclosure I❑ STANDARD ❑ PUBLIC WORKS
Tom\if any Hazardous Materials are being used as part of this project. ❑. LAueE ❑ FIRE DF.P'I'
_Copy of Planning Approval Letter or Meeting with Planning prior to
submittal of Building Permit application. EJ MAJOR ❑ samT•nxYsr:e'Ex msrxlGr
L _.._ ,❑ riN'vmoJnm:NNru.uencrn.
BfdgApp_2011.doc revised 06121111
toc ICC EVALUATION 0
SERVICE Most Widely Accepted and Trustel
IMES Evaluation Report ESR-1844
Reissued November 1, Wil 1
This report is subject to renewal in two years.
www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION:06 00 00—WOOD, PLASTICS AND subsequent application of a compatible primer and/or
COMPOSITES exterior-grade top coat(s).
Section:06 16 OO—Sheathing The panels comply with ASTM C 1186, Grade II, Type A.
DIVISION:07 00 00—THERMAL AND MOISTURE They have a nominal density of 83 Ibsift3 (133 kg/m'); a
PROTECTION flame-spread index of 5 or less and a smoke-developed
index of 50 or less when tested in accordance with ASTM
Section: 07 46 46—Fiber-Cement Siding E 84; and are classified as noncombustible when tested in
REPORT HOLDER: accordance with ASTM,E 136. Thermal conductance (K)
and thermal resistance (R) values for the panels are as
shown in Table 2. When tested in accordance with ASTM
JAMES HARDIE BUILDING PRODUCTS, INC. E 96,products with a thickness of inch(6.4 mm)and 5/16
10901 ELM AVENUE inch (7,5 mm)have permeance values given in Table 3.
FONTANA,CALIFORNIA 92337
(800)942-7343 3.2 Materials:
www.lameshardie.com
3.2.1 HardiePanel (Cempanel ) Siding: HardiePanel
EVALUATION SUBJECT: siding (also known as Cempanelo)is available with various
surface textures including smooth. Nominal product
HARDIEPANEL°SIDING,HARDIFLEX®SIDING AND dimensions are noted in Table t of this report
HARDITEX®BASEBOARD 3.2.2 Hardiflex® Siding: Hardiflex siding is available in
various textures including smooth. Nominal product
1.0 EVALUATION SCOPE dimensions are noted in Table 1 of this report.
Compliance with the following codes: 3.2.3 Harditez Baseboard: Harditez Baseboard is
■ 2006 International Building Code®(IBC) used as a starter strip for exterior applications of walls and
soffits. Harditez Baseboard has an untextured finish and
■ 2006 International Residential Code®(IRC) is available with either tapered or trough edges on the two
® long sides for joint treatment or all square edges. Harditez
■ 2006 International Energy Conservation Code (IECC) Baseboard is supplied either sealed or unsealed for the
Properties evaluated: subsequent application of a primer or sealer by the end
■ Weather protection user as a component in a direct-applied exterior coating or
finish system. Nominal dimensions are noted in Table 1 of
■ Structural this report.
■ Noncombustible(Types I, II, III and IV)construction 3.3 Fasteners:
■ Fire-resistance-rated construction Fastener type, size and spacing must be as shown in
■ Thermal resistance Table 4.
2.0 USES 4.0 DESIGN AND INSTALLATION
The James Hardie fibercement panels described in this 4.1 Design:
report are used as exterior wall coverings. The panels may The maximum basic wind speeds for positive and negative
be used in fire-resistance-rated construction as set forth in transverse load resistance are presented in Table 4.
Section 4.3 and may be used on exterior walls of Types I,
II,III, IV and V construction. 4.2 Installation:
3.0 DESCRIPTION 4.2.1 General: The manufacturers published installation
3.1 General: instructions and this report must be strictly adhered to and
a copy of this report and the instructions must be available
The panels are single-faced, cellulose fiber-reinforced on the jobsite during construction. The panels must be
cement(fiber-cement) products identified as HardiePanel® installed in accordance with IBC Section 1405.15 and IRC
panel siding, Hardiflex panel siding and Harditexe Tables R703.4 and R703.10.2, and the manufacturers
Baseboard;and are supplied either unprimed or primed for installation instructions:
ICC-ESEinWoIIonReporo are not lobe mnsruedar mpresewng=&heacsora otheramibulesml.rpecifrmlb-addnsmd norore lhrvmbtmrvtrued
mr my endmemenlofOresubjeclofdlemport or a recnmmembnonfor its ace.There is no warmnrybiCC&nluarioo Senice.ILC expremortrrrpb'ct
to mryfindng or ether matter in ibis repoR or as town.pmtAct mitred by0le rgvm ty�
Copyright 02011 Page t of 5
ESR-1844 I Most Widely Accepted and Trusted Page 2 of 5
4.2.2 HardlePanele (Cempanel1 Siding: The panels to the framing members with 04-inch-long (32 mm), Type
are applied with the long dimension either parallel or S, gypsum board screws spaced 24 inches (610 mm) on
perpendicular to framing. Vertical joints are fastened at center.All gypsum board joints must be backed by framing
abutting sheet edges. Vertical joints must occur over members. HardiePanelo(Cempanell), or Hardiflez siding
framing members and must be protected by and Harditez° Baseboards, must be fastened through the
polyvinylchloride (PVC)joint treatment, lumber battens, or gypsum board to the framing members with minimum
sealant. Horizontal joints must be flashed with Z-flashing 1 la-inch-long (41 mm) by minimum 0.323-inch (8.2 mm)
and blocked with wild framing. Fasteners must be installed HD self-drilling, corrosion-resistant, ribbed buglehead or
with a minimum 3/8-inch (9.5 mm) edge distance and a ribbed waferhead screws located a maximum of 8 inches
minimum 2-inch(51 mm)clearance from comers.Where a (203 mm) on center. HardiePanelo (Cempanelo),
specified level of wind resistance is required, the panel Hardiflex siding and Harditez Baseboard joints require
siding is attached to framing members, appropriately treatment similar to that described in Sections 4.2.2, 4.2.3
spaced, with fastener, types, lengths, and spacing and 3.2.3, respectively.
described in Table 4. 4.3.2 Assembly 2-One-hour Nonload-bearing: The
4.2.3 Hardiflex°Siding: The panels are applied with the nonload-bearing, one-hour, fire-resistance-rated wall
long dimension either parallel or perpendicular to framing assembly consists of minimum 3%-inchdeep (92 mm),
and with all panel edges supported by framing. Fasteners No. 20 gage (0.0359 inch (0:91 mm)], steel 'C' studs
must be installed with a minimum 3/8-inch (9.5 mm) edge spaced at a maximum of 24 inches (610 mm) on center,
distance and a minimum 21nch (51 mm) clearance from with corresponding top and bottom tracks. Both sides of
corners. Joints must be fastened at abutting sheet edges. the wall must be covered with one layer.of '/z-inch-thick
Vertical joints must occur over framing members and must (12.7 mm), Type X gypsum board (interior side)/gypsum
be protected by PVC joint treatment, lumber battens, or sheathing (exterior side) complying with ASTM C 1396,
sealant. Horizontal joints must be flashed with metal Z- followed by one layer of minimum '/e-inch-thick (6.4 mm)
flashing and blocked with solid framing.Where a specified HardiePanelo (Cempanelo), or Hardiflex® siding, or
level of wind resistance is required, the panel siding is Harditexo Baseboard. The panels must be applied either
attached to framing members, appropriately spaced, with perpendicular (horizontally) or parallel (vertically) to
fastener types, lengths,and spacing as noted in Table 4. framing members. All board joints must be backed by
4.2.4 Harditez Baseboard: The panels are applied with framing. Base layer and face layer board joints of both wall
the long dimension either parallel or perpendicular to sides must be offset by 24 inches(610 mm). The /rinch-
framing and with all panel edges supported by framing. thick(12.7 mm), Type X.gypsum board/sheathing must be
Vertical and horizontal joints must be-sealed'with a sealant fastened to the framing members with minimum 1-inch-
or bedding compound, including any required joint long (25.4 mm), Type S, gypsum board screws spaced a
reinforcing mesh or tape,specified by the coating or finish maximum of 24 inches (610 mm) on center. The panels
system manufacturer. Fasteners must be installed with a must be fastened through the gypsum boardtothe framing
minimum 3/a-inch (9.5 mm) edge distanceand a minimum members with minimum 1./a-inch-long (41 mm) by
2-inch (51 mm)clearance from corners.Where a specified minimum 0.323-inch (8.2 mm) HD self-drilling, corrosion-
level of wind resistance is required, the baseboard is resistant, ribbed, buglehead or ribbed waferhead screws
attached to framing members, appropriately spaced, with located a maximum of 8 inches(203 mm)on center. Panel
fasteners types,lengths,and spacing as noted in Table 4. joints and fasteners require treatment similar to that
described in Section 4.2.2,4.2.3 or 4.2.4,of this report.
4.3 Fire-resistance-rated Assemblies:
4.3.1 Assembly 11-One-hour Asymmetrical Nonload- 5.0 CONDITIONS OF USE
bearing: The HardiePanelo (Cempanele) and Hardiflez panel
sidings, and Harditez baseboard products, described in
4.3.1.1 Interior Face: The asymmetrical, nonload- this report comply with, or are suitable alternatives to what
bearing, one-hour fire-resistance-rated wall assembly is specified in, those codes listed in Section 1.0 of this
consists of minimum 3/jAnchdeep(92 mm), No. 20 gage report,subject to the following conditions:
(0.0359-inch (0.91 mm)] steel 'C' studs spaced at a
maximum of 24 inches (610 mm) on center, with 5.1 The panels must be installed in accordance with the
corresponding top and bottom tracks. One layer of 5/8-inch- applicable code, this report and the manufacturer's
thick (15.9 mm), Type X gypsum board complying with published installation instructions. In the event of a
ASTM C 1396, 48 inches (1219 mm) wide, is applied conflict between.this report and the manufacturers
vertically to the interior side of the studs and secured with instructions, this report governs.
04-inch-long (32 mm), Type S, gypsum board screws,
spaced 8 inches (203 mm) on center at board edges and 5.2 Design wind loads applied to the siding panels must
12 inches (305 mm) on center at intermediate framing be determined in accordance with the applicable code
members. All board joints must be backed by framing and must be equal to, or less than, the allowable
members. The 5/8-inch-thick (15.9 mm) gypsum board loads shown in Table 4.
joints and screw heads must be finished in accordance 5.3 Use of the products listed in this report as a lateral-
with ASTM C 840. force-resisting element of a shear wall that resists
4.3.1.2 Exterior Face: The exterior side of the studs wind or seismic forces is beyond the scope of this
must be covered with one layer of /rinch-thick(12.7 mm), report. Walls must be -braced by other means as
Type X, water-resistant gypsum board complying with required by the applicable code.
ASTM C 1396, followed by one layer of minimum '/a-inc- 5.4 The panels must be installed over a water-resistive
thick (6.4 mm) Ha®ie Panel (Cempanem, or Hardiflex barrier in accordance with the applicable code.
siding or Harditez Baseboard. The Type X gypsum
boards must be applied vertically to framing members with 5.5 Flashing must be installed at all penetrations and
vertical edges,staggered 24 inches(610 mm).The '/rinch- terminations in accordance with the applicable code
thick (12.7 mm), Type X gypsum board must be fastened and the manufacturers instructions.
ESR-1844 I Most Widely Accepted and Trusted Page 3 of 5
5.6 The products are manufactured at the following 6.0 EVIDENCE SUBMITTED
locations under a quality control program with Data in accordance with the ICC-ES Acceptance Criteria
inspections by Intertek Testing Services, NA, Ltd. for Fiber Cement Siding Used as Exterior Wall Siding
(AA-690); (AC90), dated October 2005 (editorially revised January
• Cleburne, Texas 2008).
• Plant City, Florida 7.0 IDENTIFICATION
• Tacoma,Washington For field identification, James Hardie Building Products,
Inc., HardiePanelo iCempanell) and Hardiflex panel
• Waxahachie,Texas sidings, and Harditex baseboards, must bear a label with
the manufacturer's name and telephone number, the
• Peru, Illinois product name, the name of the inspection agency (Intertek
• Pulaski,Virginia Testing Services, NA Ltd.), and the evaluation report
number(ESR-1844).
• Sparks,Nevada
TABLE t—STANDARD NOMINAL PANEL DIMENSIONS"'
Product Width Length Thicknesses
(Inches) (feet) (Inches)
HardiePanelo siding 48 8,9810 '/.8°/ie
Hardiflex°panel 48 8,9810 'l.8 she
Harditex baseboard 48 B.9 8 10 '1.8 she
For SI:1 inch=25.4 mm,1 it=305 mm.
TABLE 2—"K"and"R"VALUES FOR.FIBER-CEMENT PRODUCTS
Product Thermal Thermal Actual Thermal Actual Thermal
Thickness Conductance' ResistanceConductance Resistance'
(inch) Ke=Btulhr-ft3°F R=1/KM (Km) (R)
'/. 1.95 0.51 7.80 0.13
s/re 2.07 0.48 6.62 0.15
For SI: 1 inch=25.4 mm,1 Btulh-R'°F=5.678 Wim 3-K.
'Based on 1 inch of panel thickness.
Actual value for panel thickness shown.
TABLE 3—PERMEANCE VALUES FOR FIBER-CEMENT PRODUCTS
Product Thickness' Permeance
(inch) (perms)
'/. 1.75
she 1.54
For SI:1 inch=25.4 mm, 1 perm=57 mgf(s M2.Pa).
ESR-1644 I Most Widey Accepted and Trusted Page 4 of 5
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY,(mph)r
htnimue. :a,;en�r _ Sex E�Ading
F rozu:r Fastener :r3r.- _ I5Cs Ip,
rodoq Tbk?ress Type Soa:'eg _'j-pe 'SlacL9g -eight ?_w:. dGus:
H. 105
H arcilex` »d common _ , - »0 95
HardiePanei" Y. 1Y m long ?x b:vood io EC 35
Har&7ex" Y. »d common o- 2 x 4 woad' 24 20 'S
HardiePaneli' lY m lona
137 116
Hardi7ex` «d common 4C 137 145
Hard'ePanelo X 24n long 2.K 4 ncc:- Bn 137 105
HardiSex` No. 11 ga.x 20 125 95
Panel' y, I Yin.long 6 2 x b wood` i5 40 121 95
HardlE
Hardii_o galvanized
roo5nn nail
Hardi"u=xc No. it qa:x 20 95
er.
Hardie 3anel "' Y. gaaty-gat 6 2x:vnood ?• _
'
Hardt_.. roo5ra nail
Hardittex` :Jo.'i t ga.A - = 137 105
HardfePanei' X IV/in.brig 4 edge ,xb:vood` i6 4C 137 105
Hard-reli galvarked 12 fold ElC 126 95
mo5ro nail
0.095-in. 20 112 9E fro
s Thant.x 2_2i- 40• 107 92 55
Hardi�_x - g
ede
HaffePanel° 1e nHCrx ring
afield -'xi:vood' i« EO 101 8E.
brg rug
sham:rail
40 126 95
Hardi�ex` »d common •
Hard:ePanW -!'r tY_r.long '' 2 x»wood' 15
. Hardi2ex` - »d common 195
HardlePanel;' 1%-in long a 2 x»wood' -0 95
17a 157 1_
Har&PaneF shs Ed common. 4 2 x 4 wood' 1« 4C' 171 146 135
2 in long 60 1y 140 I30
100 134 119 111
20 141 124 113
Har?e?anel" %t ed common. 2 x 4 wood, 24 40 135 116 107
l in long K 12.3 111 103
100 105 9» cp.
20 144 127 HE
Hardi-;exm
z ed comon . 40 133 1IE Ire
HardiePancl`' !ra 2 i long 5 2x»wood i« 60 130 713 105.
_ 100 103 96 50
20137 95
Hardi7ex° - Cd common - - 4C 121 95
HardiePanel"• -!" 2 i long 5 2z»wood` 2» Er 110 135.
Hardilex° 5d common 5 edge 2. , » v
1 r 1
HardiePanW r!r' -1 in long i2 Teld x4:vroad 1« 1 H. 119 9 9`•. 125 5
0.097-in. 20 126 95
s sham.x.3'5- —-- 110 90
H.•.rdi3_x - 3edge r ,r
Hard'=Panel` !u in HD x 1'/:-r g rizla b wood' i8 6_ h7]
long ring
shank nail
Min.No.E t 1- 20 *7 105
in.long x 40 125 105
Min. !in 20 ga.
Hardiile� 0.3='3-in.H] 60 755 95
Hann:man=C' Y. nbbed - X 3`lei . I''ri 76
buglehead in.metal C-said
ccrew
ESR-1844 1 Most Widely Accepted and Trusted Page 5 of 5
TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)'(Continued)
Minimum Facaener Stud Euildlra _ r
Product "roduc: Fastener Spacing Fnme Spacing Height cSCBf,:G
Thic:;ness Type Type 3-second l3u-t
On.) (m.) Cn-) Mll
titin.No.c x 1- 20 105 25
in.long x N�rt No.o.lir ga. 40 95
ardiflax4 7 0.3234n.HD F. X n- x 1'/r 24
Hardie?aner' ribbed
buglehead in.metal L-slutl
screw
ET a F 0.10- 15 162 137 116
in.knurled 20 168 126 105
shank x 1%4n. -40 158 116 10'_•
Hardlflexa x- Min No.3l ga.
a -tre 1of19 x 0._ 1n edge X-s-l.in.x Y7. .16 60 147 116 95
Hardie.-anal HD pin 6 fiHd in.metal C-stud
tastener
(.AM 100-
0150NA)
E 1I a F 0.10- 15 152 105 90
in.knurled 20.147 105 &5
shank x 1Y.-in. 40 120 95 =
Hardifl=XS b x 0.2`-in- 4 ed a IMjn- No.20
ng g 60 116 90 ti-
Hardie=anel' HD pin S field X P.(n.x 1 1. 24
irL
m
fastener etal C-stud
(.AKN IOC,
0150 NA) I I j
For SI: 1 it=305 mm,1 inch=25.4 mm, 1 mph=0.44 Ms.
rIBCIIRC wind speeds are calculated in accordance With IBC Section 1609.1 and are based on the following assumptions:
a.Importance factor,I,=1
b.Product of external pressure and gust effect,GC,_-1.4
c.Product of internal pressure and gust effect,GCP,_(0.55(partially enclosed),0.18(enclosed)]
d.Wind directionality factor,Ka,=0.85
°Installation must be in accordance with Section 4.2 of this report.
'Values are for spades of wood having a specific gravity of 0.42 or greater.
`Vlaues are for spades of wood having a specific gravity of 0.36 or greater.
Q8 ICC EVALUATION
r
SERVICE Most Widely Accepted and Trusted
ICC-ES Evaluation Report ESR-1844 Supplement
Reissued November 1, 2011
This report is subject to renewal in two years.
www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 06 00 00—WOOD. PLASTICS AND COMPOSITES
Section: 06 16 OO—Sheathing
DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 46 46—Fiber-Cement Panels
REPORT HOLDER:
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA,CALIFORNIA 92337
(800)942-7343 ,
www.*ameshardle.com
chad.d iercks(Mjameshard ie.com
EVALUATION SUBJECT:
HARDIEPANEL0 SIDING, HARDIFLEX0 SIDING AND HARDITEX®BASEBOARD
1.0 EVALUATION SCOPE .
Compliance with the following code:
2007 California Building Codea(CBC)
Property evaluated:
Structural
2.0 PURPOSE OF THIS SUPPLEMENT
This supplement is issued to indicate that the Hardie Panel®Siding, Hardiflex Siding and Harditex Baseboard described in
master report ESR-1844 may be used where noncombustible or ignition-resistant exterior walls complying with Section
1403.4 of the CBC are required,provided installation is in accordance with the master report and the additional requirements
in Sections 1405.15, 1405.16,and 1405.17 of the CBC.
The exterior wall coverings may be used in the construction of new buildings located in Fire Hazard Severity Zone within
State Responsibility Areas or any Wldland-Urban Interface Fire Area, provided installation is also in accordance with the
master report and the additional requirements of Sections 701A.3 and 704A.3 of the CBC.
The products(s) recognized in this supplement have not been evaluated for compliance with the International Wildland-
Urban Interface Code®.
This supplement expires concurrently with the master report reissued November 1, 2011.
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