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CITY OF COSTA MESA �• •^
BlIILDING D/VISION
77� AIR DRIVE, COSTA MESA, CA 92626 •(714) 754-5273 • Fax (714) 754-4856 • www.ci.costa-mesa.ca.us
FOR INSPECTIONS CALL: (714) 754-5626
PERMIT NUMBER: M10-00052
PERMITTYPE MECH
APN: 42252127
JOB ADDRESS: 940 DOGWOOD ST CM
Vicinity:
SQ. FT: 0
STATUS:
DATE ISSUED:
ISSUED BY:
Suite/Unit:
ISSUED
06/0212010
KJB
SCOPE OF WORK: LEGALIZE FURNACE INSTALLATION. FURNACE WAS INSTALLED PRIOR TO 2008. FURNACE IN AN
OUTSIDE EQUIPMENT ENCLOSURE. NO A/C
OWNER: HAVASSY,ROBB
PHONE: 949-722-9892
APPLICANT: HAVASSY, ROBB
PHONE: 949-722-9692
CONTRACTOR:
Address: Unit:
Ciry/State:
PHONE:
ZipCode:
MECHANICAL PERMIT FEE SUMMARY
MECH ITEM FEE: $44.45
PLAN CHECK FEE: $0.00
INVESTIGATION FEE: $0.00
REINSPECTION FEE: $0.00
TOTAL FEES: $44.45
Address: 940 DOGWOOD ST Unit:
City/State2ip: COSTA MESA, CA
Address: 940 DOGWOOD ST Unit:
City/State/zZip: COSTA MESA, CA
License No.
CELL:
NOTICE: The work authorized by this permit shall comply with all applicable handicap access requirements untler California statutes and related
regulations. (Ord. No. 92-28, § 1, 12-21-92)
EXPIRATION: PERMIT EXPIRES 180 DAYS FROM DATE OF ISSUE OR DATE OF LAST INSPECTION.
INSPECTIONS: In order for the work authorized under this permit to be considered legal, such work must comply with all applicable codes, and all
required inspections and final approval must be obtained. Failure to obtain inspections and final approval will result in the expiration of this permit.
G UE/. INSPECTIONTYPE OATE INTITIALS COOE� INSPEC710NTYPE DAT INIITIRLS "�
1616 Fixetl Sys�em Final Fire Prevention 206 Final Mechanical L, �� �I�LzJ
1266 Pool Spa Final 208 Final Plumbing
200 Final Re-Roo( 210 Final Electncal
201 Final Block/Retaining Wall 212 Final Fire Prevention
202 Final Factory Fire Place 220 Final Planning Approval
203 Final Sign 222 Final Site
204 Final Demolition 250 Final BuildinglOccupancy
0
WORKERS' COMPENSATIPN DECLARATION:
I hereby aKrm unu�r penalry of perjury one of the following declarations:
❑ I have antl will maintain a cehi(cate of consent to self-Insure for workers'
compensa�ion, as provitletl for by section 3700 of the Labor Code, for Ihe
performance o� the vrork for which this pertnit is issued.
❑ I have antl will maintain wnrkers' compensation insu2nce, as required by
section 3700 of the Labor Code, for t0e peAormance of the work for which ihis
pertnit is issued. My workers' compensation Insurance carner and policy
number are:
Carrier. qqqeee
(This sectbn neetl rot Oe cnmpet� - valuetl al me hundi tlaVars (5f00) aleuJ
Policy Number:
C�I certify that in the peAortnance of the vrork for which [his permit is
issued, I shall not em erson in any manner so as to become subject
to the worker ' omp nsatio laws of Califomia, and agree that ii I should
become ject to th wor rs' compensation provisions of Section 3700 of
Ihe La r Code, I h I hwith comply with these provisi ns.
� O
- hfs5ignaWre / �Da� �
WARNING FF�1LpR� TO SESK�E WORKERS' COMPENSATION COVERAGE
IS UNLAWFUL A D SI�IAC[ SUBJECT AN EMPLOYER TO CRIMINAL
PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS
($700,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS
PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND
ATTORNEY'S FEES.
LICENSED CONTRACTORS DECLARATION:
I hereby affrm thal I am licensed untler provisions of Chapter 9(commencing
with Section 7000) of Division 3 of the Business and Pro(essions Cotle, and
my license is in (ull force and eRecl.
Lic. # Class #
GonVacmr's Signature Date
CONSTRUCTION LENDING AGENCY:
❑ I hereby affum that there is a conslrucl'an lending agency (w Ihe
pedormance of the v.ork fa v+hich this pertnit is issued. (Sec. 3097. Civil Code).
Lender's Name:
Lentler's Adtlress:
Signawre oa�e
OWNER-BUILDER DECLARATIONS:
I hereby aHirm that under penalty of perjury ihat I am EXEMPT FROM THE
CONTRACTORS LICENSE LAW for lhe following reason (Sec. 7031.5,
Business and Professions Code: Any city or county which requires a permit lo
constma, alter, improve, demolish, or repair any structure, prior to ils
issuance, also requires the applicant for such permit ro file a signetl slatement
that he or she is licensed pursuant to the provisions of the Contractors
License Law (Chapter 9(commencing with Section 7000) of Division 3 of the
Business antl Prolessions Code) or lhat he or she is exempt [herefrom antl
the hasis (or Ihe alleged exemption. Any violation of Section 7031.5 by any
applicant for a permit subjects Ihe applicant to a civil penalty of not more than
five ndretl dollars ($500).):
I, as owner ot Ihe property, or my employees with wages as their sole
compensation, WILL DO 7HE WORK, and the stmcWre is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractors
License Law does not apply to an ovmer of property who builds or improves
thereon, and who does such work himsel( or herself or through his or her ovm
employees, pmvided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold vnthin one year of
completion, the owner-builder will have Ihe burden of proving that he or she
did not build or improve for purpose of sale.).
❑ I, as owner of Ihe property, am EXCLUSIVELY CONTRAC7ING WITH
LICENSED CONTRACTORS to construct Ihe project (Sec. 7044, Business and
Protessbns Code: The contractas License Law dces not apply to an owner of
property wfio builds or improves Ihereon, and who cont2cts for such project with
a conl2cta�s) license pursuant to Ihe Cont2ctas License LavS.).
❑ I am /exem�pt �"de ec.
Busines nd5 Profe3sions ode for this reason:
; �
ii � 1\ lL p l�
'/ - SignaWre � ate
3051.a6(3/O]) "" - .
Owner ID verifed by tlriver's iicense. ❑ Yes ❑ No
Driver's License No. pires:
Verifca�ion of Ownership by ([ype o( tlocument, i.e. - p�operty ta� bill or deed):
DIVISION OF INDUSTRIAL SAFETY PERMIT CERTIFICATION:
❑ I hereby certAy Ihat no excavation frve (5) or more feet in depth into vfiich a
person is required to descend. will be made in connection with work auttwrized
by this pertnit, antl that no buildinq strucNre, scaFfdding, falsework, or demolition
or tlismanUing thereof. will De more than thirty-six (36) feet high (Chap. 3.2, Grp
2, M 2, Sec. 341, Title 8. Califomia AdministraMe Code).
❑ As owner-builder, I vnll not employ anyone to do work which vrould
require a pertnit fmm the Division of Industrial Safety, as noted above, unless
such person has a permit to tlo such wnrk from the division.
Applicam's SgnaWre Da�e
Division of Industnal Safety Permit Number. _
HAZARDOUS MATERIALS AND EMISSIONS CERTIFICATION:
1. Will the applicant or present or fuWre building occupant need to file and
certify a Business Plan for emergency response to release or threatened
release of a hazardous material? ❑ Yes ❑ No
(Section 25505 of the Califomia Health and Safery Code requires, with some
exceptions, that a Business Plan be filed with the Costa Mesa Fire
Department by every business which has at any one time during a reported
year a quantity of hazardous materials equal to or greater than a weight of
500 pounds, or a volume of 55 gallons, or 200 cubic feet of compressed gas
at standard �emperature and pressure).
2. Does or will the applicant or present or fuWre building occupant need to 51e
a registration form for acutely hazardous materials? ❑ Yes ❑ No
(Section 25533 of the Cali(omia Health and Safety Cotle, with some
ezceptions, requires registration vrith the Costa Mesa Fire Department by
each business which at any one time has on hantl a quantity of acutely
hazardous materials equal lo or greater than a weight of 500 pounds, or a
volume of 55 gallons, or 200 cubic feet of compressed gas al standard
temperature and pressure�.
3. Does or will the applicant or present or fWure building occupant need to
prepare an RMPP (Risk Managemenl and Prevention Program tor acutely
hazardous materials�? ❑ Yes ❑ No
(Section 25534 of Ihe Calilornia Health and Safety Code provides that the
Costa Mesa Fire Department may require the preparation, cerlifcation and
(ling with the Fire DepaAment of an RMPP by businesses which are required
to register acutely hazardous matenals wilh Ihe Fire Depariment.
4. If an RMPP is presently required, has Section 25534 of the Califomia
Health and Satety Code been fully complietl with? ❑ Yes ❑ No
5. Does or vnll Ihe applicanl or Oresent or luWre building occupant require for
Ihe work which is Ihe subject of this applicalion a permit for such construction
or modifcation (rom the SOWh Coast Air Quality Managemenl Dislrict or from
any other air polWtion control district or a9ency? ❑ Yes ❑ No
(Sectbn 658502 of the Califomia Govemmenl Code requires tha[ the requested
infortnation be fumished on applications for nornresidential builtling permits).
6. Will any part of the faciliry to be constructed under Nis permit be within
1000 feet from [he outer boundaries of a school? ❑ Yes ❑ No
Qf "yes", ihe facility must meet the requirement of Sections 25534 antl 42303
of the Califomia Health and Safety Code).
7. If a permit from the South Coast Air �uality Management Distnct or other
air polWtion control disMct or agency is required (or the work which is the
subjecl of lhis application, have all of the disclosures prescnbe0 by Califomia
Health and Safery Code Section 42303 been made? ❑ Yes ❑ No
8. Qf "yes", attach cenificate of compliance from the appropriate air polWtion
control o(�cer).
CERTIFICATE OF COMPLIANCE: I certi/y that under penalty of perjury the
information given above is correct I aqree ro wmply with all state lavrs and
city ortlinances regarding Hazardous Materials and Emissions.
SignaWre Date
CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I
certify under penalty of peryury that I have read this application and state that
the informatio rrecL I agree ro comply vnth all state laws and ciry
ordinanc elating to bui ing construclion, and authorize represen[atives ot
the Ci of Costa e to enter upon the above-descnbed property for
inspe tion purposes ree not to occupy or allow occupancy of any building
auth � ed by 1' i un i inspection. �
Si a� e ol Legal er � oa e
AulM1onzeO
Simplisied Prescripttve Certifr
Climetc Zones 1 nnd 3- 7
f
slrenddrcsr. ��
E ui meni T e List Minimom
❑ Yackaged Unit
of Compliance: 20081iesitleniial HVAC, ufinns C7�-1R-AL`t'-HVAC
E/lfarcC/uelil Agel�cY:
Ducl
❑ COP Over40
❑ HSPF � S�eprve�d b�� system added�
❑ Condensing Uni� I ti EER _ I � Resistance -�- �sf nc ndi.,,,�,r..,..
❑ OOier � R 6(CZ 1, 3-SJ
1. Equipment Type: Choose ihe equipmenl being insfalkd; it more than one sysiem, use another CF-❑
2. Minimum Gquipment Efficiencies: 13 SEER, 78°1 AFUG, 7.7HSPF for rypical resideMial syslems.
�
�:
�
� Setback
(//nm alreadp present, nnrs� Le
invalledJ
for each system.
Coutractor (llocumentation Author's /12esponsibVe llesiener's Declaration Statement)
• 1 certif�� that this Ceriificate oSComplianee documentation is accurate and complere.
• 1 am eiigible under Divison 3 of the Califomia Business and Professions Code to accepi responsibifitq for thn desigri identified on this
Certificace oT Compliance.
• I cerlify that the energy feamres and perfonnance specifications for the design identi5ed on this Cenificate of Compliartce contom� to the
requirements ofTitle 24, Pans 1 and G of the Califomia Code of Regulations. .
• The design features identified on this Certificate of Compliance are consis w�th the i ormation documented�on other applicable
compliance forms, worksheets, calculations, plans and speci5cations�r mitted to th forcement agency.-f'br approval witb Ihe permit
AddresS:
3008 Reridential Comptiance Pan�,s
Murclr 20] 0
.. _____....__� .� ...,... ...._._..._._.._... ............._..
. _ ..�,.. .�..,..M..,.-�„�,„,.,.,.,_....,,�.._,.,,.,,,m..,.._....._.�_....._ _.....
(EIVRORCE�6fENT AG�IJC3'
C�1TT CU.._..JI✓IIZE'YT�ITHLETTERFIEfiD/S�AL)
2(108 Buildin� Energy Ef'ficienc}� Standards Residential HVAC Alterations Z .
Climate Zones ] and 3 throubh 7 GZ'-6 c Gasr/� nPs/�
I3DSIIV�SS AND PI20rESSIONS COD�, S�CTION 7110
Willful or deliberate disregard and violacion of the buiVding laws, including Ihe Califomia Building Code, and
local permi� requirements constiwtes a cause for disciplinary aciion from the Contractors State License Board
working in conjunction with the focal building depanment. This action may consict of fines up to $S,U00 per
violation or suspension/revocation of a contractor's license.
WI�r 1S A PCRMI7' It�OUIR�ll? .
A written consttuction permit shall be obtained from the enforcement agency prior to the erection, construction,
reconstruction, installation, relocation, or alteration of any mechanical system, except as permitted �in Appendiz
Chapter 1, Section 1122 of the 2U07 Caiifomia Mechanical Code. Projects requ'ving permits include, but are not
limited to:
• NewHVACinstalfation
• HVAC Changeout
• Replacement o( fumace, coll, FAU, or condenser �
+ Relocation of an existing HVAC unit
�• Adding or replacing more ihan 40ft ductine in unconditioned space � �
2008 RUIL,DING IiNPRC}' �FFICI�NCI' STANDARDS (Titic 24, Pnrt 61 P.EOU[2EM�NTS INCLUDE•
1. Heating equipment must have a minimum 78°/a AFUE (Exception: Wall K floor fumaces; room heaters).
2. Central air condi[ioners & heat pumps less than 65,000 Btu/hr must havc a minimum 13 SEER,
3. Newly installed or replaced ducts must have a minimum insulation value of R-4.2.
4. A setback type thermostat (241v' clock with four set points) is required for all alteretions.
5. New or replacement ducts must meet the mandatory requirements of Section 150(m):
�• All joints and openings in the in the HVAC system must be sealed.
�• Only UL 181, UL 1S1A, or UL 181B approved tapes or mas[ic shall be used to seal duct openiugs.
• Connections of inetals ducts and ihe inner core o£ flex ducts shall be mechanically fastened. Flex ducts
must be connected using a metal sleevelcoupling.
• Flex ducts that are suspended must be supported every 4ft. max for horizontal runs witli no more ihan 2"
of sag between supports and 6 fi. maz for vertical runs.
6. The CT'-6R-MECP-04 must be completed and signed by the installing con[ractor. The Inspecmr will collect
this form and verify that the model numoers are the same as the ins[alled equipment.
R�
� CITY OF COSTA MESA
O�'�aMES,Pg BlIIIDING DIVISION
i4� ep 77 FAIR pRIVE, COSTA MESA, CA 92626 •(714) 754-5273 • Faz (714) 754-4856 • www.ci.costa-mesa.ca.us
�, ` ? FOR INSPECTIONS CALL: (714) 754-5626
°°���°�' PERMIT NUMBER: BC11-00139
PERMfT TYPE: B COMBO STATUS: ISSUED
Sub Type: RES_ALT DATE ISSUED: 03/2512011
ISSUED BY: CAC
�os a�oREss: 940 DOGWOOD ST CM
APN: 42252127
Vicinity: EXTERIOR, KITCHEN AND BATHROOMS
Const Type: V-8 SQ. FT:
Zoning: , ,
Suite/Unit:
Primary Occ:
Valuation: $22,000.00
SCOPE OF WORK: HOUSING REHAB PROJECT. WORK TO INCLUDE THE REPLACEMENT OF SIDING (HRDIPLANK LAPSIDING
NER-405) AND (4) EXISTING WINDOWS LOCATED AT REAR 2ND STORY ADDITION, REPLACE (1) BATH TUB, (2) WATER
HEATERS, (1) LIGHT FIXTS LOCATED IN MASTER BEDROOM, 1 CEILING FAN, (4) VEN7 FANS IN BATHROOMS, (3) OUTLETS,
(3)
WASH BASINS IN BATHROOMS, CAP GAS AT KITCHEN NEAR KITCHEN DOOR.
REVISION TO PERMIT ON 06/13/11 TO INCLUDE THE RELOCATION OF WATER CLOSET AND REPLACEMENT OF SHOWER
VALVE.
OWNER: HAVASSY, ROBB AND DEGENHARDT, PETRICEAddress:
Phone: 949-722-9892 City/StatelZip: COSTA MESA, CA
APPLICANT: KOONZE, CHARLES
Phone: 714356-2823
CON7RAC70R: KOONZE ENTERPRISES
Phone: 714356-2823
Cell:
ARCHITECT:
ENGINEER:
COMBINATION PERMIT FEE SUMMARY
Building Plan Check:
Building Fees:
Electrical Fees:
Mechanical Fees:
Plumbing Fees:
SMIP Residential:
SMIP Commercial:
Bldg Std Admin Fund
TOTALFEES:
Address:
City/State/zZip:
940 DOGWOOD ST Unit:
License No. 922726
Address: 7121 RUTGERS AVEUnit:
City/State: WESTMINSTER, CA
License No.
License No.
$0.00
$349.25
$31.20
$52.50
$92.10
$z.zo
$0.00
$1.00
$528.25
Unit:
ZipCode 92683
PHONE:
PHONE:
.,������` ����
(
��.ATE: �-
^Refer to fee recei ts for all fees aid for ro'ect
HOURS FOR CONSTRUCTION ACTIVITY: EFFECTIVE 3/18I2010 - PER CMMC Sec. 13-279
Monday thru Friday-7:00 2m thru 7:00 pm. Saturtlays-9:00 am lhru 6:00 pm. Pfohibited all houfs - SUndays and the follOwing FBdBf31 h01id2y5:
New Years Dav. Memorial Dav. Independence Dav, Labor Dav. Thanksaivina Dav and Christmas Dav
NOTICE: The work authorized by this permit shall comply with all applicable handicap access requirements under Califomia statutes and related
regulations. (Ord. No. 92-2$, § 1, 12-21-92) �
EXPIRATION: PERMIT EXPIRES 180 DAYS FROM DATE OF ISSUE OR DATE OF LAST INSPECTION.
INSPECTIONS: In order for the work authorized under this permit to be considered legal, such work must compty with all applirable codes, and all
required inspections and final approval musl be obtained. Failure to obtain inspections and final approval will result in the expiration of this permit.
COOEp. INSPECTONTYPE OATE ' IN1111AL5 CODEt INSPEC110NTYPE OATE 1�Y INPPAL
1616 Fixed System Final Firg prevention 206 Final Mechanical X��o� ��� �r 1
126b Pool Spa Final 208 Final Plumbing x)-,�1�-I I�l�
200 Final Re-Roof 210 Final Electrical �����
201
202
203
Final Block/Retaining Wall
Final Factory Fire Place
Final Sign
204 Final Demolition
212 Final Fire Prevention
220 Final Planning Approval
222 FinalSite
250 Final Buildi�g/Occupancy X�• 26�� C{i
\
WORKERS COMPENSATION DECLARATION:
I hereby affrm under penalty of perjury one of the followinq declarations:
❑ I have and will maintain a certifcate ot consent to selt-Insure tor workers'
compensation, as provided for by section 3700 of the Labor Code, !or Ihe
peAormance of the work for which �his permit is issued.
❑ I have and will maintain workers' compensation insurance, as required by
seciion 3700 of ihe Labor Code, for ihe pedorm ce o( the work for which this
permit is issued. My workers' compensation � surance carrier and policy
number are: / �
LCartier. - �
(T�issecl�¢n. tl otbe m ed rye mrRisv dalonehuntlredCdlars(5100)orless)
l�
Policy.Number �l�
❑ I certify that in Ihe peAormance of the work for which this permit is
issued, I shall no� employ any person in any manner so as to become subject
to �he workers' compensation laws o( Califomia, and agree Ihal i( I shoultl
become subje to Ihe workers' compensation provisions of Section 3700 of
the Labor de, I o with comply with these prov ion�
- � pli[anfsSignaWre �- / �
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE
IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL
PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOILARS
($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS
PROVI�ED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND
ATTORNEY'S FEES.
Owner ID verified by driver, ncense. ❑ Yes ❑ No � `
Driver's License No. Ezpires:
Verification of Ownership by (type of document, i.e. - property tax 6ill or deed):
DIVISION OF INDUSTRIAL SAFETY PERMIT CERTIFICATION:
❑ I hereby certify that no excavation fve (5) or more fee� in depth into which a
person is requiretl lo tlescend, will be made in connec�ion with woM au[honzed
by this pertnit, and that no building sWc[ure, scaffolding, falsewnrk, a demolition
or disman0ing thereo(, will be more �han thirty-six (36) feet high. (Chap. 32, Grp
2, Art 2, Sec. 341, Ttle 8, Calitomia Administrative Code).
❑ As owner-builder, I will not employ anyone to do work which would
require a permi[ from ihe Division of Industrial Safety, as noted above, unless
such person has a permi� to tlo such work from ihe division.
Applicanfs SignaWre Date
Division of Intlustrial Safety Permit Number
HAZARDOUS MATERIALS AND EMISSIOIJS CERTIFICATION:
i. Will the applicant or present or fuWre builtling occupant neetl to file and
certify a Business Plan for emergency response to release or threatened
release of a hazardous material? ❑ Yes ❑ No
(Sec�ion 25505 of the California Health and Safety Code requires, with some
exceptions, that a Business Plan be filetl vrith Ihe Costa Mesa Fire
Depahment by every business which has at any one time tluring a reported
year a quantity of hazardous materials equal to or greater than a weiqht of
LICENSED CONTRACTORS DECLARATION: 500 pounds, or a volume of 55 galtons, or 200 w6ic feet of compressed gas
I hereby affirm that I am licensetl under provisions of Chapter 9(commencing at standard temperaNre and pressure).
with Section 7000) of Division 3 of the Business and Professions Code, antl p. Does or will the appliwnt or present or fuW re building occupant neetl to fle
my license is in full force and effect. a registra�ion form for acutely hazardous materiais? ❑ Yes ❑ No
Lic. #� Class #�_ (Section 25533 of ihe California Health and Safety Code, with some
(_ excepiions, requires regis[re�ion with the Costa Mesa Fire Department by
9� ��� each business which at any one time has on hand a quantiry of acutely
Com cto.'s5'�qnamre � Da(� hazardous materials equal to or greater ihan a weigM of 500 pounds, or a
L� volume of 55 gallons, or 200 cubic �eet o( compressed gas at slandard
CONSTRUCTION LENDING AGENCY: tempera[ure and pressure).
❑ I hereby aKrtn thal fhere is a construction lending agency !or the 3. Does or will the applicant or present or (uture building occupant need to
perfortnance of the vrork fa which this pertnit is issued. (Sec. 3097, Civil Code). prepare an RMPP (Risk Management antl Prevenlion Program for acutely
Lender's Name: hazardous materials)? ❑ Yes ❑ No
(Section 25534 of the Califomia Healih and Safery Code provides tha� Ihe
Lender's Atldress: Costa Mesa Fire Depanment may require the preparation, certification and
filing with �he Fire Department of an RMPP by businesses which are requiretl
to register aculely hazardous materials with the Fire Departmenl.
Signalure Dale
4. If an RMPP is presently required, has Section 25534 of Ihe Cali(ornia
H Ith d S f t C d b ( II I' d"ih� ❑ V ❑ N
OWNER-BUILDER DECLARA710NS:
I hereby affirm Ihat under penalry of perjury that I am EXEMPT FROM 7HE
CONTRACTORS LICENSE LAW for �he following reason (Sec. 703L5,
Business and Pro(essions Code: Any city or county which requires a permi� to
constmcl, alter, improve, demolish, or repair any structure, prior to its
issuance, also requires the applicant for such permil to fle a signed statemen�
that he or she is licensed pursuant to the provisions of the Conlractors
License Law (Chapter 9(commencing with Section 7000) of Division 3 of Ihe
Business and Professions Code) or �hat he or she is exempt there(rom and
[he basis for Ihe alleged exemption. Any violation of Section 7031.5 by any
applicant for a permit subjects Ihe applicant to a civil penalty of not more than
fve hundred dollars (5500�.):
❑ I, as owner of the property, or my employees with wages as their sole
compensation, WILL DO THE WORK, and ihe strucNre is not intended or
offered for sale (Sec. 7044, Business and Pro/essions Code: The Contrac[ors
License Law does not apply to an ovmer of property who builds or improves
[hereon, antl who does such work himself or herself or through his or her own
employees, provided that such impmvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of
completion, the ownerbuilder will have Ihe burden of proving that he or she
did not build or improve for purpose of sale.).
❑ I, as owner o( the property, am EXCLl1SIVELV CONTRACTING WITH
LICENSED CONTRACTORS to consWct the project (Sec. 7044, Business and
Pmfessbns Code: The contractors License Law dces not apply to an owner of
property who builds or improves thereon, and who contracts for such project with
a contractor(s) license pursuant to the Contractors License Laws.�.
❑ I am exempt untler sec.
Business and Professions Code for this reason:
ea an a e y o e een u y comp ie vn . es o
5. Does or will the applicant or present or future building occupan� require for
the work which is Ihe subject of this application a permit for such construction
or motlifcation from the South Goast Air Quali�y Management DiSlrict or (rom
any other air polWtion con[ml distric[ or agency? ❑ Ves ❑ No
(Section 658502 of lhe Califomia Govemment Code requires Ihat the requested
information be tumished on applications fa noo-residential building permits).
6. Will any paA of ihe faciliry to be construcied under this permit be within
1000 fee� from the outer hountlaries of a school? ❑ Yes ❑ No
Q( "yes", lhe facility mus� meet �he requirement of Sections 25534 and 42303
o( Ihe Califomia Health and Safely Code).
7. If a permit from the SoWh Coast Air Qualiry Management District or other
air polWtion control district or agency is required for the work which is the
su6ject of this application, have all oi the disclosures prescribed by Califomia
Health and Safety Code Section 42303 been made? ❑ Yes ❑ No
8. Q( "yes", attach certi(cate of compliance from the appmpriate air pollution
control officer).
CERTIFICA7E OF COMPLIANCE: I certify that under penalty of perjury che
information given above is correcL I agree ro comply vrith all state lavrs antl
city ordinances regarding Hazardous Materials and Emissions.
Date
CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I
certify under penaity of perjury that I have read this application and state that
the intormation given is correcL I agree to compty with all state laws and city
ordinances relating to builtling construction, and au�horize represenialives of
the City of Costa Mesa to enter upon the above-described property for
inspection purposes. I agree not to occupy or allow occupancy of any builtling
authorized by this permit until tinal inspection.
SignaWreo(Lega/lOwner(s� Ilate
$ignalvle Dale ��iJ� /� � / .�
305]-a6(3I0]) - � �
��'And/orAulM1onze_ 0� D e
�. �
- CITY OF COSTrA MESA
t`�yTp MF q BIIILDING DIVIS/ON
i�� 77 FAIR DRIVE. COSTA MESA, CA 92626 •(714) 754-5273 • Fax (714) 754-4856 • www.ci.costa-mesa.ca.us
� � FOR INSPECTIONS CALL: (714) 754-5626
°"°°°^°`� PERMIT NUMBER: BC11-00139
PERMIT TYPE: B COMBO
Sub Type: RES_ALT
JOB ADDRESS: 9 O DOGWOOD-ST�'CM
APN: 42252127
Vicinity: EXTERIOR, KITCHEN AND BATHROOMS
Const Type: V-B SQ. FT:
Zoning: , ,
0
STATUS: ISSUED
DATE ISSUED: 03/25/2011
ISSUED BY:
Suite/Unit:
Primary Occ:
Valuation: $22,000.00
SCOPE OF WORK: HOUSING REHAB PROJECT. WORK TO INCLUDE THE REPLACEMENT OF SIDING (HRDIPLANK LAPSIDING
NER-405) AND (4) EXISTING WINDOWS LOCATED AT REAR 2ND STORY ADDITION, REPLACE (1) BATH TUB, (2) WATER
HEATERS, (1) LIGHT FIX7S LOCATED IN MASTER BEDROOM, 1 CEILING FAN, (4) VENT FANS IN BATHROOMS, (3) OUTLETS,
(3)
WASH BASINS IN BATHROOMS, CAP GAS AT KITCHEN NEAR KITCHEN DOOR.
OWNER: HAVASSY, ROBB AND DEGENHARDT, PETRICEAddress:
Phone: 949-722-9892 City/State/Zip: COSTA MESA, CA
APPLICANT: KOONZE, CHARLES
Phone: 714-356-2823
CON7RAC70R: KOONZE ENTERPRISES
Phone: 714356-2823
Cell:
ARCHI7ECT:
ENGINEER:
COMBINATION PERMIT FEE SUMMARY
Building Plan Check:
Building Fees:
Electrical Fees:
Mechanical Fees:
Plumbing Fees:
SMIP Residential:
SMIP Commercial:
Bldg Std Admin Fund
TOTAL FEES:
Address:
City/State/zZip:
940 DOGWOOD ST Unit:
License No. 922726
Address: 7121 RUTGERS AVEUnit:
City/State: WESTMINSTER, CA
License No.
License No.
$0.00
$34925
$31.20
$52.50
$72.50
$0.00
$0.00
$1.00
$506.45
Monday thru F�itlay - 7:00 am thru 7:00 pm. Saturtlays- 9:00 am thru 6:00 pm. P
New Years Dav. Memorial Dav. Indeoendence Dav, Labor
Unit: :
ZipCode 92683
PHONE:
PHONE:
s and the following Federal holidays:
Christmas Dav
NOTICE: The�work authorized by this permit shall comply with all applicable handicap access requirements under Califomia staNtes and related
regulations. (Ord. No. 92-28, § 1, 12-21-92)
EXPIRATION: PERMIT EXPIRES 180 DAYS FROM DATE OF ISSUE OR DATE OF LAST INSPECTION.
INSPECTIONS: In order for the work authorized under this permit to be considered legal, such work must comply with all applicable codes, and all
required inspections and final approval must be obtained. Failure to obtain inspections and fnal approval will result in the expiration of this permit.
CODEX. INSPECTIONTYPE OATE INTITIpLS CODEN INSPECiIONTVPE ORTE INPnALS
t616 Fixed System Final Fire Prevention 206 Final Mechaniral
1266 Pool Spa Final 208 Final Plumbing
200 Finai Re-Roof 210 Final Electrical
201 Final Block/Re�aining Wdll 212 Final Fire Prevention
202 Final Factory Fire Place 220 Final Planning Approval
203 Final Sign 222 Final Sile
204 Final Demolition 250 FinalBuilding/Occupancy
�
WORKERS' COMPENSATION DECLARATION: � 7
1 hereby aKrm under penalty of perjury one of the following declarations:
❑ I have antl will mainlain a certifca�e of consent to sel(-Insure (or vrorkers'
compensation, as provitletl for by section 3700 of the Labor Code, for Ihe
pertormance of the work for which Ihis permit is issued.
❑ I have antl will maintain vrorkers' compensation insurence, as required by
sec[ion 3700 of the Labor Code, for the peAormance o( the work for which this
permit is issued. My vrorkers' cpmpensation In rance carrier and policy
number are:
Carrier' _ �����'—P � � (1 (.y
(rnisserfon�irdberom (etle/fheo/er�m rsva/iuedatonehundiedtlWiars(Stoola�essJ
P,olicy:Number: � nl /„ lfl .0 Z `��
❑ I certify that in Ihe performance of the work for which Ihis permit is
issued, I shall not employ any person in any manner so as to become subject
to �he workers' compensation laws of California, and agree that if I should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code�shall toAhw comply with these provisions.
(/—��- .� -_�S-� //
`"A Ica t'sSigy� re �Date_;1
WARNING: FAILURETO SECURE WORKERS' COMPENSATION COVERAGE
IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL
PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS
($700,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS
PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, IMEREST, AND
ATTORNEY'S FEES.
LICENSED CONTRACTORS DECLARATION:
I hereby aKrm that I am licensed under provisions of Chaprer 9(commencing
with Section 7000) of Division 3 of the Business and Professions Code, and
my license is in full force and effect. �
a
�ic.—.#� Class
� J 3_zs -�i
C raE�p4 Ignawre� 'Oate-�
CONSTRUCTION LENDIN AGENCY:
❑ I hereby aftirtn that there is a construction lentling agency for the
performance of the �+ork for which this permit is issuetl. (Sec. 3097, Civil Code).
Lender's Name:
Lender's Address:
Dale
OWNER-BUILDER DECLARATIONS:
I hereby affrm lhat under penalty of perjury Iha� I am EXEMPT FROM THE
CONTRACTORS LICENSE LAW for Ihe following reason (Sec. 7031.5,
Business and Professions Code: Any city or county which requires a permit to
constmcl, alter, impmve, demolish, or repair any slmcWre, prior to iIs
issuance, also requires the applicam for such permit to fle a signed statement
that he or she is licensed pursuan[ ro the provisions of the Contractors
License Law (Chapter 9(commencing with Section 7000) of Division 3 of the
Business and Professions Code) or that he or she is exempt therefrom and
[he basis for the alleged exemption. Any violalion of Sec[ion 7031.5 by any
applicaM for a permit subjects the applicant lo a civil penalry of not more than
five hundred dollars (5500).�:
❑ I, as owner of lhe property, or my employees with wages as their sole
compensation, WILL DO THE WORK, and Ihe stmcWre is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractors
License Law does not apply lo an owner of property who builds or improves
lhereon, and who does such work himself or herself or ihrough his or her ovm
employees, provided that such improvements are not intended or oRered tor
sale. If, however, the building or improvemenl is sold within one year of
completion, the ownervbuilder vnll have the burden of proving that he or she
did not build or improve for purpose of sale.�.
❑ I, as ovmer of the property, am.EXCLUSIVELY CONTRACTING WITH
LICENSED CONTRACTORS to consWcl Ihe pmject (Sec. 7044, Business and
Professions Code: The contractas License Law dces not apply to an ovmer of
property wfio builds or improves thereon, and who contracts for such pmject with
a contractor(s) license pursuaN to the Conlractors License Laws.).
❑ I am exempl under sec.
Business and Professions Code for this reason:
SignaWre Daie
3�5]-46 (3/0])
Owner ID verified by drive• ense. ❑ Yes ❑ No � �
Oriver's License No. Expires: '
Verifcation of Ownership by (type of document, i.e. - property tax bill or deed):
DIVISION OF INDUSTRIAL SAFEN PERMIT CERTIFICATION:
❑ I hereby certrfy that no excavation fve (5) or more (eet in tlepth into wfiich a
person is required to descend, will be made in connection with vrork authonzed
by this pertnit, and tha[ no building sWc[ure, scaFfdding, falsework, or tlemolition
or dismantling ihereof, will be more than thihy-six (36) feet high. (Chap. 32, Gry
2, Art 2, Sec. 341, T�le 8, Cali(omia Administrative Code).
❑ As owner-builder. I will not employ anyone ro do work which would
require a permit /rom the Division of IndusUial Sa(ety, as noted above, unless
such person has a permit to do such work from the division.
Appl¢anCs Signalure Dale
Division of Industrial Safety Permit Number:
HAZARDOUS MATERIALS AND EMISSIONS CERTIFICATION:
1. Will Ihe applicant or presen[ or fu[ure building occupant need [o file and
certify a Business Plan for emergency response to release or Ihrea�ened
release of a hazardous material? ❑ Yes ❑ No
(Section 25505 0( the Cali(ornia Health and Safety Code requires, with some
exceptions, thal a Business Plan be fled with [he Cosla Mesa Fire
Department by every business which has at any one lime tluring a reponed
year a quantity of hazardous materials equal ro or greater than a weight of
500 pounds, or a volume o( 55 gallons, or 200 cubic feet of compressed gas
at standard temperature and pressure).
2. Does or will the applicant or presenl or future building occupanl need to fle
a registration form for acutety hazardous materials? ❑ Yes ❑ No
(Section 25533 of the Califomia Heal[h antl Safety Code, with some
exceptions, requires regis[ra[ion with [he Cos�a Mesa Fire Department by
each business which at any one time has on hand a quantiry of acutely
hazardous materials equal to or greater �han a weight of 500 pounds, or a
volume of 55 gallons, or 200 cubic feet of compressed gas at standard
IemperaNre and pressure).
3. Does or will Ihe applican[ or present or fuWre building occupant need to
prepare an RMPP (Risk Management and Prevention Program for acutely
hazardous materials)? ❑ Yes ❑ No
(Section 25534 0( ihe California Health and Safety Code provides that the
Costa Mesa Fire Department may require the preparation, certifcation antl
filing with the Fire Department o( an RMPP by businesses which are required
[o register acutely hazardous materials with the Fire Department.
4. I( an RMPP is presently required, has Sec�ion 25534 of the California
Health and Safety Code been fully complied with? ❑ Yes ❑ No
5. Does or will lhe applicant or present or future building occupant require for
the work which is the subject of this application a permit for such construction
or modifcation from [he South Coas[ Air Quality Management Dis�rict or from
any other air pollution control dishict or agency? ❑ Yes ❑ No
(Section 658502 0( Ihe Califomia Govemment Code requires that the requested
infortnation be (umished on applications for non-residential building permits).
6. Will any part of [he facility to be construc[ed untler this permit be within
1000 fee[ from the ou[er boundades of a school? ❑ Ves ❑ No
Qf "yes", Ihe faciliry must meet the requirement o( Sections 25534 and 42303
of the Cali(ornia Health and Safety Code�. .
7. I( a permit from the Sou[h Coas[ Air �ualiry Management District or other
air pollution conirol district or agency is required for ihe vrork which is lhe
subject of this application, have all of the disclosures prescribetl by Califomia
Health and Safety Code Section 42303 been made? ❑ Yes ❑ No
8. (If "yes", attach certificate of compliance fmm the appmpnate air polWtion
control officer).
CERTIPICATE OF COMPLIANCE: I certity thal under penalry o( perjury Ihe
infortnation given above is correct I agree to comply with all state laws antl
city ordinances regarding Hazardous Materials and Emissions.
SignaWre Date
CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I
certify untler penalty of perjury ihat I have read this application and state that
the information given is correcL I agree to comply with all state laws and city
ordinances rela[ing to building construc[ion, and authorize representatives o/
ihe City of Costa Mesa to enler upon the a6ove-described pmpeAy for
inspection purposes. I agree not to occupy or allow occupancy of any building
authorized by this permit until fnal inspection.
5� egal0 r(s) Date �
_ _ '�� /
�—Anala�giH onzetlApplicant ��Dale___
Fax to Silvia Kennerson 714-754-5330
CITY OF COSTA MESA
Neighborhood Improvement Program
Final Work Write Up 07-27-10
Name: Rob Havassy and Petrice Degenhardt
Address: 940 Dogwood Street, Costa Mesa 92627
Home Phone: 949-722-9892
All work is to be done per City of Costa Mesa Building, Planning and Public Works Codes. In order to establish
standards of quality, the detailed specifications may refer to a certain product by name and/or from a major
manufacturer. This procedure is not to be construed as eliminating from competition other products of equal or
better quality by other manufacturers. The Contractor shall furnish the list of proposed desired substitutions prior
to signing the contract. All items listed on the work description, unless othenvise specified, shall include all
patching and finish work, including trim, hardware, patching and fnish painting and/or staining. The Contractor is
responsible for all permits, fees, City business licenses, plans, etc.
City of Costa Mesa Standard Rehabilitation Specifications apply to all items listed on work description.
Work
Front Door: Trim around front door contains lead. Using lead safe work
prectices remove door and all interior and exterior framing material and properly
dispose of debris. Provide and install new pre-hung Dutch style front door
complete with new hardware and appropriate interior and exterior trim. Lockset
to be Schlage or equal material allowance not to exceed $125.
2. Fascia and Eaves: All areas of fascia and eaves have tested positive for lead.
Using lead safe work prectices remove all existing fascia per lead abatement
guidelines. Provide and install new fascia. Using applicable exterior grade
plywood, properly box in eaves to encapsulate remaining lead paint. Prime all
bare wood and apply two coats of Dunn Edwards paint. Color to be selected by
homeowner. Reinstall existing rain gutters.
3.
�ead safe work orectices remove all tile in bathroom.
4. Water Heaters: Legalize and add all safety items to bring both existing water
heaters up to current code requirements. Remove and replace existing doors with
two properly vented doors, hardware and exterior trim. Lockset to be Schlage or
equal (material allowance not to exceed $125). Prime and paint door. Obtain
permit and final inspection from the Building Department.
5. Sidinu; Remove existing siding on all four (4) sides
including trim and flashing. Repair all damaged frami
Properly insulate exposed areas per current Title 24
weather proof exterior wrap per current building code
Hardy fiber cement lap siding per manufacture's
instructions. All applicable flashing and trim pieces to be
new material to be primed and painted by contractor.
inspection from the Buildinq Department.
of rear, two story addition
ng due to defective siding.
requirements and install
guidelines. Install James
recommended installation
installed by contractor. All
Obtain permit and final
Uptlaced o3/19/20ll
$1,074
$2,404
3900
$806
$10,900
6. Rain Gutters: Provide and install white, rain gutYers on second story addition only
7. GVindow: Replace second story window due to excessive moisture intrusion. New
window to match existing. Provide material and labor, coordinate removal of all
windows. Once removed, provide and install new Superior or equal, dual glazed
vinyl windows. Wndows are to be weather-stripped and have appropriate interior
and exterior trim. Material to be white vinyl.
8. Concrete Work: Remove existing, cracked concrete in side yards. Provide and
install approximately 250 s.f. (provide square footage) of concrete slab and drainage
in side yards.
9. Gates Latches: Remove and replace latches for side gates (2).
10. Front Porch: Remove and replace termite damaged wood in front porch. Extend
existing porch with a wooden, lattice cover per City's handout. Obtain required
plan check approval (Planning and Building) and permits from the Building
Dept.
Doors:
Remove existing doors and
trim and hardware. Lockset
to exceed $125 for each door)
frames. Provide and install interior and exterior
s to be Schlage or equal (material allowance not
Contrector to prime and paint doors.
11. Side Door: Provide and install new pre-hung French style door.
12. French Doors (Rear Yard): Existing doors to remain. Prep, prime and paint
existing doors (2 sets). Replace lockset (owners will provide).
13. Bedroom #1 IChild's): Provide and install door knob and hardware to match
adjacent bedroom.
14. Bedroom #2: Remove and dispose of existing carpet, pad, and damaged tack strips,
etc. Provide and install HCD approved, stain blocking carpet in master bedroom and
staircase only. Pad to be a minimum of'/�' 61b. "poly-foam". Installation shall include
all tack strips, Z bars. Owner to choose color and style. Price not to exceed $35 per
yard, including installation. State the approximate yardage needed to complete work
(17.5 yards).
15. Bathroom #1 IDownstairs): Remove and replace light fixture (material not to
exceed $150), replace pedestal sink with vanity, 2 shower heads, GFCI receptacle
and install medicine cabinet.
16. Bathroom #2 (Adiacent to Kitchen): Remove existing pedestal sink. Provide and
install new vanity, GFCI receptacle, evaluate electrical, vent fan (2 sones or <), add
a new light switch to separate vent fan and light fixture.
17. Kitchen: Provide and install new full height uppers with corner cabinets, 2 glass
doors (currently only shelves) and refinish base cabinets, replace hardware, and
remove gas pipe (capped, adjacent to kitchen door).
UpGaced o3/la/2o11
$944
$1,342
$2900
$5
52,100
$945
$590
$78
$905
$929
$1,197
$7,112
18. Pantrv Door: Remc �nd replace screen door. Install pre-hun� ,itry door with
privacy glass. Lockset to be Schlage or equal (material allowance not to exceed
$125). Contractor to prime and paint door (if required).
19. Master Bedroom (Upstairsl: Provide and install remote control ceiling fan
(material not to exceed $150). If possible, install a new vent in bedroom ceiling or
wall. Remove and replace closet doors.
20. Slidinq Glass Door: Provide material and labor, coordinate removal of sliding glass
door. Once removed, provide and install new Superior or equal, dual glazed, vinyl door,
weather- strip and have appropriate interior and exterior trim.
21. Carpet: Remove and dispose of existing carpet, pad, and damaged tack strips, etc.
Provide and install HCD approved, stain blocking carpet in master bedroom and
staircase only. Pad to be a minimum of Y:" 61b. "poly-foam". Installation shall include
all tack strips, Z bars. Owner to choose color and style. Price not to exceed S35 per
yard, including installation. State the approximate yardage needed to complete work
(47 yards).
22. Master Bathroom: Provide and install tile (shower and Flooring). Material not to
exceed S6 per square foot. Owner to choose color and style. State the approximate
square footage needed to complete work (145 sq. ft.). Provide and install baseboards
(prep, prime and paint in white). Remove and replace porcelain bathtub. Provide all
associated plumbing for installation. Remove existing pedestal sink and replace with
large vanity and medicine cabinet. Relocate water closet (if required) to ft vanity.
Remove and replace window with dual, glaze, privacy glass window. Remove and
replace receptacles with GFCI receptacles (one on each side of vanity), light fixture
(owner will provide), and new vent fan (2 sones or <). Prep, prime and paint walls and
ceiling (owner to choose color). Obtain required permits and inspections by the
Building Department.
I��t1�ZH:7_1►1�
LOAN
ESCROW FEES
CONTINGENCY MONEY
$647
$540
$630
�1,415
$10,334
$44,319
$444
$5,237
TOTAL � $50,000
I have reviewed the above work description and understand that any changes, additions or deleti<
shall have prior approval by the City of Costa Mesa Neighborhood Improvement Personnel.
Signature of Property Owner
Signature of Property Owner
Contractor's Signature
Upaacea 03/14/2011
Date
Date
Date
LEGACY REPORT
N E R-405
Reissued April 1, 2004
ICC Evaluation Service, Mc. e����O"�0��•�wa�r�sRmd,wNm�.ca�r«oaeosoi.�ssz�sssosn3
Www.iCc•¢S.Ofy Reglonal Office • 900 Monidair Road, Suita A, eirmingham, Nabama 35213 •(205) 599-9800
Reglonal Offlce � 4051 Wes� Fbssmoor Road, Counuy Club Hills, Iliinds 60478 � Q08) 7932305
Legacy report on the 20001nternational8uilding Code°, the BOCA° National Building Codelt999, the 1999 Standard
Building Code°, the 1997 Uniform Building CodeT"', the 2000 International Residential Code°, the 2002 Accumulative
Supplement to the International CodesT" and the 1998 InternationalOne and Two Family Dwelling Code°
DIVISION 06 — WOOD AND PLASTICS
Section 06160 — Sheathing
DIVISION 07—THERMAL AND MOISTURE PROTECTION
Section 07450 — Fiber-Reinforced Cementitious Panels
Section 07460 — Siding
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CALIFORNIA 92337
909356-6366
www.jameshardie.com
1.0
7.1
SUBJECT
SIDING AND SOFFIT BOARDS
1.1.1 Hardiplank�lapsiding
t.t2 HardiFlexT"'�anel
1.1.3 Hardipanel siding
1.1.4 Harditex � baseboard
1.1.5 Hardisofft � panel
1.1.6 HardishingleTM" cladding
1.1.7 HardishingleT"" panel
1.7.8 Hardipanel ° Shiplap
1.2 LINING BOARD AND UNDERLAYMENT
12.1 Titan � panel
722 Hardibacker°backerboard
1.2.3 Hardibacker�underlayment
1.2.4 Titan �-FR panel
1.2.5 Hardibacker 500 ° backerboard
1.3
1.3.1
2.0
2.1
2.2
2.3
2.4
2.5
SUBFLOOR PANELS
Compressed Sheetr"
PROPERTY FOR WHICH EVALUATION IS
SOUGHT
E#erior Wall Covering
Structural Performance
Noncombustible Construction
Fire-resistive Construction
Thermal Resistance
3.0 DESCRIPTION
3.1 GENERAL
The exterior siding and soffit boards, interior lining and
underlayment, and subfloor panels are single-faced, cellulose
fiber-reinforced cement (fiber-cement) building boards. The
Titan°-FR panel is a composite panel composed of a�/e inch
(3.2 mm) thick fber-cement skin laminated to �/2-inch (12.7
mm) thick proprietary Type X gypsum board.
All fber-cement planks and panels are produced from the
same componenis and differ in surface treatments and board
confgurations. Extenor siding and soffit boards are identified
as Hardiplank° (HardihomeT"", SentryTM, Colonial Smooth°,
Colonial Roughsawnm, Cemplank° and HardishingleT"),
HardiFlex^" Hardipanel°, Cempanel°, Harditex° baseboard,
Hardiso(fit �, Cemsoffit� boards, HardishingleT"' panel and
HardishingleT"' cladding shingles. Interior backerboards and
underlayments are identified as Titan°, Hardibacker�
(backerboard), Hardibacker'(underlayment), Ultraboard°and
Titan°-FR panel. Subfloor panels are identified as
Compressed SheeL The planks, panels, and shingies are
manufactured by the Hatschek process and cured by high-
pressure steam auloclaving. All products are cut to shape on-
site by the score-and-sna p method using a tool available from
the manufacturer, a hand guillotine or a handsaw utilizing a
carbide blade.
The fiber-cement products have a flame-spread index of 0
and a smoke developed intlex of 5 when tested in accordance
wiih ASTM E 84. The products are classified as
noncombustible when tested in accordance with ASTM E 136.
The siding and sofft producls comply wilh ASTM C 1186,
Standard Specification for G�ade ll, Type A, Non-Asbesfos
Fiber-Cement Flat Sheets. The subfloor panels comply with
ASTM C 1186, Standard Speciticalion tor Grade IV, Type A,
Non-Asbestos Fiber-Cement Flat Sheets. The interior lining
producls, Hardibacker� and Titan�, comply with ASTM C
1288, Standard Specilication for G�ade ll Discrefe Non-
Asbestos FiberCement InleriorSubstrete Sheets. The interior
lining product Hardibacker 500� complies with ASTM C 1288,
S[andard Specificalion /or G�ade I Discrete Non-Asbestos
Fiber-Cement Interior Substrale Sheets. All interior lining
boards comply with ANSI A118.9 as cementitious backer
units. When tes�ed in accordance with ASTM C 177, "K" and
"R" values (or lhe products are as shown in Table 4 of this
report. W hen lested in accordance with ASTM E 96, producls
with a thickness of �/4 inch (6.4 mm) or greater have
demonstreted the permeance values given in Ta61e 5 0( this
report.
/CGES legucv rrparlr nre nu� m be mnstnred mveNresenring oerJmiio or any orher urrrlhmes noi speciJivolly udJrmred nur ore thry m be cmrstrved <u
un rndorsemenr oJ tFe aubject oJ�he re�wrt or a reconrmendationJor i�s w'e. There ii no uvnunry bylCC Ewduation Servicr. lrm., upr¢is or imylie( m� ro �
amyindiny ororher mar�er in thu� report. or ur ro any prwlucr rovered by the repore '�`` p�„/
COPY�ight ° 200a . Page 1 of 35
Page 2 of 35
3.1.1 James Hardie Trade Names
Hardiplank� HardihomeT""
Cemplank� Hardipanelm
Sentry�^' Cempanel�
Colonial Smooth� HardiflexT"'
Colonial Woodgrain� Harditex°
Hardisoffil� Hardie�
Cemsoffit� James Hardie�
Hardibacket'� Titan�-FR
Ultraboard� Max "C"T'"
Titan� Hardibacker 500�
Hardirock�
3.2 SIDING AND SOFFIT BOARDS
Hardiplank�, HardiflexTM, Hardipanel�, Harditex� baseboard,
HardishingleTM' planks and panels, HardisingleT"' cladding
shingles, and Hardiso�tm boards are used as siding on
eMerior walls and soffts. The eMerior siding and soffit
products may be supplied unprimed or primed forsubsequent
application of a compatible primer and/or exterior-grade
topcoat(s).
Nominal dimensions are noted in Table 1 of this report,
maximum basic wind speeds in Tables 2a. 2b. 6 7. 8, and 9
of ihis report, and maximum shear values in Table 3 of this
report.
3.2.1 Hardiplank� (HardihomeT"", SentryT"', Colonial
Smooth�, Colonial Roughsawn�, HardishingleT"' and
Cemplank�) Lap Siding
3.2.1.1 General: Lap siding is available in various finish
textures. The siding is applied horizontally commencing from
the bottom course of a wall with minimum 1�/y-inch (32 mm)
wide laps at the top edge. Vertical joints butt over sWds
except where the 'bff-stud splice device" is utilized as
described in Section 32.12 of this report, or where the
planks are installed over solid panel sheathing.
W hen instalted on wood-framing members, the siding shall be
fastened either through the overlapping planks (face nailed)
or through the top edge of single planks (blind nailed) with
corrosion-resistant nails into each wood-framing member.
The lap conceals the fasteners in the previous course when
blind nailed. When attyched to metal framing members, Ihe
siding is fastened either through the overlapping planks with
15/e inch (41 mm) long No. 8 by 0.323-inch (82 mm) HD, self-
drilling, corrosion-resistant, ribbed buglehead screws or with
0.100 in. (2.54 mm) shank by 025 in. (6.4 mm) HD by 1'/2-in.
(38 mm) long ET 8 F brand pin fasteners ai each metal
framing member, or through the top edge of single planks
with minimum 1�/4-inCh (32 mm) long No. 8 by 0.375-inch
(9.5 mm) HD, self-drilling, corrosion-resistant, ribbed
waferhead screws orwith 0.100 in. (2.54 mm) shank by 0.313
in. (7.5 mm) HD by 1; in. (38 mm) long ET & F Panelfast�
brand fasteners at each metal framing member. Planks may
also be fastened to a Wall constructed of concrete masonry
units complying with ASTM C 90 with 0.14 in. (3.5 mm) shank
by 0.300 ia (7.6 mm) HD by 1 va in. (32 mm) long ET & F
brand Stud Nails. The lap conceals the fasteners in the
previous course.
3.2.1.2 Off-StudSpliceDevice: Verticaljointsoftheplanks
shall butt over framing members or between the framing
members when an'bff-stud splice device" is placed on each
plank end. The splice device's bottom lip is placed over the
adjacent solid course of planks. The plank is then fastened to
the framing. The abutting plank is positioned and fastened
into place ensuring that the lower edges of the two planks
align. The metal deviCe is located centralty over the joint.
Reslrictions on the "off-stud splice device" locations are as
follows:
NER-0OS
• Splices shall be located a minimum of two stud
cavities from wail corners.
• Successive splices within the same plank course
shall be located no closerthan 48 inches (1219 mm)
from one anolher.
• Spiices shall be staggered at minimum 24-inch (610
mm) intervals when located in the same wall cavity.
• Splices shall be at least one stud cavity away from
door or window openings.
W here a specifed level of wind resistance is required, ptank
lap siding shall be attached to solid panel sheathing or
framing members, appropriately spaced, with fastener types,
lengths, and spacing described in Tables 2b and 9 of this
report.
3.2.2 HardiflexT"" Siding (Hardipanel� Smooth)
HardiflexT"' siding is used as an exterior wall cladding. The
siding has a smooth unsanded surface. Dimensions are as
noted in Table t of this report. Fasteners are installed with a
minimum /—�h (9.5 mm) edge distance and a minimum 2-
inch (51 mm) clearance from oorners. Joints are fastened at
abutting sheet edges and optionally protected by polyvinyl
chloride (PVC) joint treatment, lumber battens or sealanl.
Where a specifed level of wind resistance or shear
resistance is required, the HardiflexT" panel is attached lo
framing members, appropriately spaced, with fastener types,
lengths, and spacing described in Tabie 2a and Table 3 of
this report.
3.2.3 Hardipanel� Siding (Cemplank� Siding)
Hardipanel° siding is available in various surface teMures
including smooth. Dimensions are noled in Table 1 of this
report. Fasteners are installed with a minimum /B ch (9.5
mm) edge distance and a minimum 2-inch (51 mm) clearance
from corners. Joints are fastened at abutting sheet edges and
optionally covered by polyvinyl chloride (PVC) joint treatment,
lumber battens or sealant.
Where a specifed level of wind resistance or shear
resistance is required, the Hardipanel� siding is attached to
framing members, appropriately spaced, with fastener types,
lengths, and spacing described in Tables 2a and 3 of this
report.
3.2.4 Harditex� Baseboard
Harditex� baseboard is for exterior applications to walls and
soffits. Dimensions are noted in Table 1 of this report.
Hardite� baseboard has a smooth finish a nd is available with
either tapered or trough edges on ihe hvo long sides for joint
treatment or all square edges. Harditex� baseboard is
supplied either sealed or unsealed for the subsequent
application of a primer or sealer by the end user as a
component in a direct-applied exterior coating or finish
system. Joints shall be sealed with a sealant or bedding
compound, including any requiretl joint reinforcing mesh or
tape, specified by the coating manufacturer. Other
installation details are in accordance with Section 322 of this
report. Harditex� baseboard has been evaluated for water-
resistive qualities but its use as an alternative to a weather-
resistive barrier is outside the scope of this report, see
Section 7.4 of this report.
Where a specifed level of wind resistance or shear
resistance is required, the Hardite�baseboard is attached to
framing members, appropriately spaced, with fastener types,
lengths, and spacing described in 7able 2a or 3 of this repori.
Page 3 of 35 � ' NER�OS
3.2.5 Hardisoffit� Board (Cemsoffit� Board)
Hardisoffit� board is for use as exterior vented or unvented
soffits. Hardisoffit� board is available with either a woodgrain
texture or a smooth unsanded surface. Vented Hardisoffit�
provides 5 square inches of net free ventilation per lineal foot
of soffil. Dimensions are noted in Table 1 of this report. Ali
Hardisoffit� board edges are supported by framing with
fasteners installed with a minimum 3/e inch (9.5 mm) edge
distance and minimum 2-inch (51 mm) clearance from
corners. Hardisofft� boards are attached to framing members
with fastener rypes, lengths, and spacings described in
Tables 2a and 3 of this report.
3.2.6 HardishingleT"' Cladding (individual shingtes)
Hardishingle'"" cladding shall be installed over solid wall
sheathing which complies with the applicable code.
Dimensions are as noted in Ta6ie 1 of this report. The wall
sheathing shall be protected by a weather-resistive barrier
which compiies with the applicable code.
When HardishingleT"' dadding is installed over minimum
15/32 inch (11.9 mm) thick plywood complying with the
applicable code, with two corrosion resistant roofing nails
[0.121-inch (3.1 mm) shank diameter by 0.371-inch (9.4 mm)
head diameter by t�!4 inch (32 mm) long] spaced a maximum
of 1 inch (25.4 mm) from each edge and the nails positioned
to be covered 1 inch (25.4 mm) nominally by the succeeding
course, the maximum allowable wind loads, building heights,
and exposure categories for the systems installed with 8-, 7-,
and 6-inch (203, 178, and 152 mm) weather exposures, shall
be as indicated in Tables 6A. 68. and 6C of this report. Nails
shall secure siding but shall not be overdriven.
W hen HardishingleTM' cladding is installed over minimum �/�6
inch (11.1 mm) thick Oriented Strand Board (OSB), complying
with the applicable code, with two corrosion resistant siding
nails [0.091-inch (2.3 mm) shank diameter x 0.221- inch (5.5
mm) head diameter by i�/z inch (38 mm) long] spaced a
maximum of 1 inch (25.4 mm) from each edge and the naiis
positioned to be covered 1 inch (25.4 mm) nominaliy by the
succeeding course, the maximum allowable wind loads,
building heights, and exposure categories for lhe systems
installed with 8-, 7-�, and 6-inch (203, 178, and 152 mm)
weather exposures, shall be as indicated in Tables 7A. 78.
and 7C of this report. Nails shall secure siding but shall not
be overdriven.
W hen HardishingleT""cladding is installed over minimum �/t6
inch (11.1 mm) thick Oriented Strand Board (OSB), complying
with the applicable code, with three corrosion resistant siding
nails [0.091-inch (2.3 mm) shank diameter x 0221- inch (5.5
mm) head diameter by 1�/2-inch (38 mm) long] for 12-inch
(305 mm) wide shingles and two corrosion resistant siding
nails for 6- and 8-inch (152 mm and 203 mm) wide shingles,
the maximum allowable wind loads, building heights, and
exposure categories for the systems installed with 8-, 7-, and
6-inch (203, 178, and 152 mm) weather exposures, shall be
as indicated in Tables SA. 88. and SC of this report. One
siding nail shall be spaced a maximum of 1 inch (25.4 mm)
from each edge on the panel, with the third siding nail
installed midspan of the 12-inch (305 mm) wide shingles. All
nails shall be covered t inch (25.4 mm) nominally by ihe
succeeding course. Nails shall secure siding but shall not be
overdriven.
3.27 HardishingleT'" Panels
HardishingleT"" panels have a woodgrain texture and are
avaiiable in three configurations: half-round°, staggered-
edge�, and square-edge°. Dimensions are as noted in Table
1 of this report. The siding is applied horizontally to braced
wall framing complying with the applicable code commencing
from the bottom course of a wall. Install Hardishingle'"
panels with joints in moderate contact. Due to the overlapping
of the panels, joint sealant is not required. Fasteners are a
minimum 0.083-inch (2.1 mm) shank z 0.187-inch (4.7 mm)
HD by 1�/2-inch (33 mm) long corrosiomresistant siding nail.
For application to open braced framing, vertical joints buit
over studs.
Where a specified level of wind resistance is required,
HardishingleTM' panel sidings are attached to framing
members appropriately spaced or to solid wall sheathing, with
fastener types, lengths, and spacing described in Table 2 of
this report.
Secure a�/4-inch (6.4 mm) thick lath strip and a minimum
9�/a inch(235mm)wideHardiplankmlapsidingstartercourse.
Trim the first panel so ihe end aligns with the furthest stud.
Allow trimmed panel �/e inch (3.2 mm) from the trim board for
caulk and secure above keyways [approximately 8 inches
(203 mm) dearance from butt edge of panel] on 16-inch (406
mm) or 24-inch (310 mm) centers [i33/4 inch (349 mm)
centers maximum for application only to minimum �/16 inch
(11.1 mm) thick APA rated Oriented Strand Board sheathing].
Work across the wall allowing �/e-inch (32 mm) gap from
trim.
Start the second course, and every following even number
course (i.e. fourth, sixth) by moving the equivalent of one full
stud cavityfrom the straight edge end (the lefl side). Save this
piece for the other end of the wail. Secure the beginning
panel leaving �/e inch (3.2 mm) clearance from the trim board
for caulking. Position nails to penetrate through the previous
course and into the framing members or Oriented Strand
Board.
When a course is broken by a window or doorway, continue
the application as if the wall was complete. Trimming for the
opening and using the resulting piece may throw off the
spacing above the break.
3.2.8 Hardipanel� Shiplap Panel Siding
Hardipanel� Shiplap panel siding is used as an exterior wall
cladding. The siding is available in various surface te�ures
including smooth. Dimensions are noled in Table t of this
report. Fasteners are installed with a minimu�ch (9.5
mm) edge distance and a minimum 2-inch (51 mm) clearance
from corners.
Where a specifed level of wind resistance or shear
resistance is required, the Shiplap panel siding is attached to
framing members, appropriately spaced, with fastenertypes,
lengths, and spacing described in Tables 2a and 3 of this
report.
3.3 LINING BOARD AND UNDERLAYMENT
Titan� panel, Hardibacke� and Hardibacker 500� (ceramic tile
backerboards), and Hardibacker� underlayment are used as
wet or dry area lining/underlayment substrates applied to lhe
interior of buildings. Titan°-FR (tapered-edge) panel is only
intended for dry interior wall and ceiling applications.
3.3.7 Titan� Panel
Titan� panel is only intended for interior walls and ceiiings
including shower and bath areas. Subsequent finishing using
paint, wallpaper or tile is required as indicated in Seciions
3.3.1.7 and 3.3.1.2 of ihis report. The panel has a smooth
finish with tapered edges on the two long dimensions forjoint
treatment. Dimensions are noted in Table 1 of this report.
Maximum shear values are noted in Table 3 of this report.
4 of 35
3.3.1.1 PaintorWallpaperFinish: Titan°panelisinstalled
with the long dimension either vertical or horizontal to nominal
2 x 4 wood framing members or minimum No. 20 gage
(0.0329-inch) steel framing members, spaced a maximum of
24 inches (610 mm) on center with end joints staggered from
adjacent courses in boih vertical and horizontal applications.
To fasten lo wood framing members, minimum 79�8 inch (35
mm) long gypsum board nails or minimum 1-inch (25.4 mm)
long No. 8 x 0.323-inch (8.2 mm) HD self-drilling, corrosion-
resisiant, ribbed buglehead screws are used and spaced a
maximum of 8 inches (203 mm) on center at all supports. To
fasten to metal framing members, minimum 1-inch (25.4 mm)
long No. 8 x 0.323-inch (82 mm) HD self-drilling, corrosion-
resislant, ribbed buglehead screws are used and spaced a
maximum of 6 inches (152 mm) on center at all supports.
Fasteners shall be located at least 3/e- inch (9.5 mm) from
board edges, and 2 inches (57 mm), minimum, from lining
board corners. Panels are placed with a minimum �/4 inch
(6.4 mm) clearance from the floor surface. Metal or PVC
corner angles are attached wiih the above described nails or
screws placed approximately 12 inches (305 mm) on center.
Aflush-joint procedure is permitted on Titan� panels. Gypsum
board joini compounds, complying with ASTM C 474 and
C475, shall be troweled into the joints. Paper joint tape is
embedded into ihe wet joint compound and allowed to dry
thoroughly. A second coat of joint compound, approximately
8-inches (203 mm) wide, is then applied across the joint and
allowed to dry. A third coat of topping compound, 10-inches
(254 mm) wide, is applied across the joint. Topping
compound shall also be applied over all fastener heads in
intermediate locations.
Internal comers are finished by filling with joint compound,
working the joint tape into the joint, and applying a second
coat of joinl compound. A third coat of topping compound is
applied over the area.
External corners are treated by filling the joint with joint
compound and allowing it to thoroughly dry. Corrosion-
resislant metal or PVC corner angles are ihen fastened to the
corner, followed by a second coat of joint compound. W hen
Ihe second coat is completely dry, a third coat of topping
compound is applied over the area. Topping compound is
also applied overall fastener heads in intermediate locations.
3.3.1.2 Tile Finish: Titan� panel is installed with the long
dimension either vertical or horizontal to nominal 2 x 4 wood-
framing members or minimum No. 20 gage (0.0329- inch,
0.84 mm) metal framing members spaced 24 inches (610
mm) on center, maximum, with end joints staggered from
adjaceni courses in both vertical and horizontal applications.
To comply wilh ANSI A108.11, framing members are spaced
16 inches (406 mm) on center, maximum. To fasten to wood
framing members, minimum i�la inch (32 mm) long,
corrosiomresistant (galvanized or stainless steel) roofing
nails, or 1�la-inch (32 mm) long No. 8 x 0.375-inch (9.5 mm)
HD self-drilling, corrosion-resistant, ribbed waferhead screws
are used and spaced a maximum of 6 inches (152 mm) on
center at all supports. To fasten to metal framing members,
minimum 1�/a inch (32 mm) long No. 8 x 0.375-inch (9.5 mm)
HD self-drilling, corrosion-resistant, ribbed waferhead screws
are used and spaced a maximum of 6 inches (152 mm) on
center al all supports. Fasteners are located at least 3/8 inch
(9.5 mm) from board edges, and 2 inches (51 mm), minimum,
from board corners. Corner gaps are filled with a flexible,
silicone sealant compatible with fiber-cement. Panels are
placed with a minimum �/a-inch (6.4 mm) clearance from the
floor surface. This gap shall be free of adhesive and grout
and filled with a flexible sealanL On large tiled areas,
movement joints are provided in the walls in accordance with
ANSI A708, Section AN-3.7.
NER�OS
A flush-joint procedure is permitted on Titan� panel. The
same type of tile adhesive or mortar used to sel lhe tiles shall
be troweled into joints as a joint compound. Joints shall be
reinforced with 2-inch (51 mm) wide, high-strength, coated,
alkali-resistant, glass fiber reinforcing joint tape embedded
into the wet tile adhesive and allowed to dry thoroughly.
Internal corners are finished by filling with tile adhesive,
working the reinforcing joint tape into the joint, and applying
a second coat of tile adhesive and allowing it to dry
thoroughly.
External corners are treated by filling ihe joint with tile
adhesive and allowing it to dry lhoroughly. Corrosion-resistant
metal or PVC comer angles are then fastened in place,
followed by a second coat of tile adhesive. Tile adhesive is
also applied over all fastener heads in intermediate locations.
Wall tiles complying with ANSI At37.1 are attached to the
board with Flexible Type I, mastic adhesives complying with
ANSI A136.1, or acrylic or lalex-modifed thinset mortars
complying with ANSI A118.4, in accordance with ANSI A108.
The same adhesives are permitted to fll and level the sheei
joints.
3.3.2 Hardibacker°andHardibacker500�(CeramicTile
Backerboard)
Hardibacker� and Hardibacker 500° ceramic tile
backerboards are only intended for interior walls and floors,
indud ing shower and bath areas (excluding the shower floor).
Subsequent finishing with tile is required. The square-edge
backerboards have a smooth-finished surface and square
edges forclosely buttedjoints. Dimensions are noted in Table
1 of this report. Maximum shear values are noled in Table 3
of this report.
3.3.2.1 Floors: When HardibacketID or Hardibacker 500�
backerboards are used on floors, the subfloor assembly shall
consist of a minimum 5/e inch (15.9 mm) thick, Exterior
Grade, Group 2 or 3 species plyv✓ood or equivalent ihickness
of subfloor and shall be designed such that the mazimum
deFlection in a plane, including live and dead loads, is L/360
of the span, in accordance with the applicable code.
Movement joints shall be provided where existing structural
joints (building control joints) occur and where changes in
direction occur such as in "L"-shaped rooms. For large tiled
areas, movementjoints are provided in accordance with ANSI
A108, Section AN3.7.
The subFloor is then covered with a minimum �/32-inch (2.4
mm) thick latex, or acrylic-modified thinset selting material.
The backerboard is then installed in a staggered brick pattern
at rigM angles to the subfloor and tastened before the setting
material films over.
The backerboards are fastened with t'/y-inch (32 mm) long,
corrosion-resistant (galvanized orstainless steel) roofng nails
or minimum 1-inch (25.4 mm) long No. 8 by 0.323-inch (8.2
mm) HD self-drilling, corrosion-resistant, ribbed buglehead
screws. To meet the requiremenls of ANSI A7 08.11, minimum
1�/4 inch (32 mm) long No. 8 x 0.375-inch (9.5 mm) HD self-
drilling, corrosion-resistant ribbed waferhead screws are
used. Fasteners shall be located a maximum of 8 inches (203
mm) on center around ihe perimeter and in the field.
Fasteners shall be located a minimum of 3/e inch (9.5 mm)
and a maximum of 3/a inch (19.1 mm) from the backerboard
edges, and 2 inches (51 mm) minimum, from underlayment
corners. For latex or acrylic modified thinset mortars, the
joinis shall be reinforced with 2-inch (51 mm) wide, high-
strength, coated, alkali-resislaM, glass fiber reinforcing tape
embedded into the wet mortar and allowed to dry thoroughly.
Page 5 of 35
Flqor tiles complying with ANSI q137.1 are attached to the
board with flexible Type I mastic adhesives complying with
ANSI A136.1, or acrylic or latex-modified thinset mortars
complying with ANSI A118.4, in accordance with ANSI A108.
The same adhesives are also usnd to fill and level the sheet
joints.
3.3.22 Walls: Hardibacker� and Hardibacker 500�
backerboards are installed with the long dimension either
verticai or horizontal to nominal 2 x 4 wood framing members
or minimum No. 20 gage (0.0329-inch, 0.84 mm) metal
framing members spaced a maximum of 24 inches (610 mm)
on center with end joints staggered from adjacent courses in
both vertical and horizontal applications. To complywith ANSI
A108.11, framing members shall be spaced a maximum of 16
inches (406 mm) on center. To fasten to wood framing
members, minimum t�/Qinch (32 mm) long, corrosion-
resistant (galvanized or stainless steel) roofing nails or 1�/a
inch (32 mm) long No. 8 by 0.375-inch (9.5 mm) HD self-
drilling, corrosion-resistant, ribbed waferhead screws are
used and spaced a maximum of 8 inches (152 mm) on center
at all supports. To fasten to metal framing members,
minimum 1�/a inch (32 mm) long No. 8 by 0.375-inch (9.5
mm) HD self-drilling, corrosiornresistant ribbed waferhead
screws are used and spaced a maximum of 8 inches (152
mm) on center at all supports. Fasteners are located at least
3/e inch (9.5 mm) from board edges and 2 inches (51 mm),
minimum, from board corners. Corner gaps are filled with a
silicone sealant compatible with fiber-cement underlayments.
Underlayments are placed with a minimum �/4 inch (6.4 mm)
clearance from the floor surfaces and other horizontal tile
tertnination locations, such as above tub edges. This gap shall
be free of adhesive and grout and filled with a Flexible sealant.
For large tiled areas, movement joints are provided in
accordance with ANSI A108, Section AN-37.
Wall tiles complying with ANSI q137.1 are attached to the
underlayment with flexible Type I mastic adhesives complying
with ANSI A136.1, or acrylic or latex-modifed thinset mortars
complying with ANSI A118.4, in accordance with ANSI A108.
The same adhesives are used to fill and level lhe sheetjoints.
Joinis shall be reinforced with 2-inch (51 mm) wide, high-
strength, coated, aikali-resistant, glass f ber reinforcing tape
embedded into the wet mastic or modified thinset mortar and
allowed to dry thoroughly.
3.3.3 HardibacketID Underiayment (Ultraboard�)
Hardibacker'� underiayment is only intended for interior fioors
including showers and bath arEas (excluding the shower
floor). Subsequentfinishingwithresilientfloorcoveringortile
is required. The underlayment faCe has a smooth surface, an
acrylic based seal coat and square edges for close-butted
joints. The reverse side of the underlayment has lightly
textured surface, is unsealed and has square edges.
Dimensions are noted in Table t of this report. _
The underlayment shall be installed over a structurally sound
subfloor assembty designed to limit the maximum deflection
in a plane, including live and dead loads, to L/360 ofthe span,
in accordance with the applicablE code.
When the underlayment is installed on existing floor
construction, floor finishes and subflooring shall be repaired,
removed and/or replaced as necessary to create a smooth
and level surface. The abil ity of th� existing floor structure and
subfloor to support the additional loads of the underlayment
and new floor finish shail be substanliated. Alterations shall
comply wilh applicable codes.
The underlayment boards are laid in a staggered end joint
pattern at right angles to the subflooring. Joints are offset �/e
Inch (32 mm) from walls and cabinet bases and cut edges
turned to the outside, wherever possible.
NER�OS
3.3.3.1 Resilient Flooring: With the smooth face up, ihe
underlayment is placed over ihe prepared subflooring and
fastened to support framing with either 3d, corrosion-
resistant, ring shank nails or No. 18 gage (0.0475-inch)
corrosion-resistant staples with a�/4 inch (6.4 mm) crown
located a maximum of 3 inches (76 mm) on center around the
perimeter and 6 inches (152 mm) on center in a
random/staggered pattern in the feld. Fasteners shall be
located at least 3/e inch (9.Sm) from underlayment edges and
2 inches (51 mm) minimum, from the underlayment corners.
Fastener heads shall be flush with the surface. Fasteners
shall be of sufficient length to penetrete at least 1-inch (25.4
mm) sound subflooring or framing.
To minimize the possibility of surface irregularities in the
underlayment and fastener heads penetrating through lhe
resilient flooring, the boards shall be installed flush and level.
Height variations are treated by filling joints, gouges and low
spots with a water-resistant, cementitious leveling compound
recommended by the floorvcovering manufacturer. After the
leveling compound has dried, filled areas are sanded level to
the surrounding subFloor.
Prior to lhe application of the resilient flooring, the prepared
surfaces shall be (ree of dust, grease and other foreign
material.
Finish floor coverings are installed in accordance with the
Flooring material manufacturer's published instructions, which
shall include application procedures, compatible adhesives
and recommended accessories.
3.3.3.2 Tile: With the smooth face up, follow the additional
instructions described in Section 3.3.2.1 of this report.
3.3.4 Titan°-FR Panel Titan°-FR (tapered-edge) panel is
only intended for dry interiorwall and ceiling applications. The
panel has a smooth finish with tapered edges on lhe iwo long
dimensions for joint Ueatment. Dimensions are as noted in
Table 1 of this report.
3.3.4.1 PaintorWallpaperFinish:Titan�-FRtapered-edge
panel is installed with the long dimension either verticai or
horizontal to nominal 2 x 4 wood framing members or
minimum No. 20 gage (0.0329-inch, 0.84 mm) steel framing
members, spaced a maximum of 24 inches (610 mm) on
center with end joints staggered from adjacent courses in
both vertical and horizontal applications. To fasten to wood
framing members, minimum 17/e-inch (47.6 mm) long gypsum
board nails or minimum 1�/Z inch (38 mm) long, Type W,
gypsum board screws are used and spaced a maximum of 8
inches (203 mm) on center at all supports. To fasten to metal
framing members, minimum 1 inch (25.4 mm) long, Type S or
5-12, self-drilling gypsum board screws are used and spaced
a maximum of 12 inches (305 mm) on center at all supports.
Fasteners shall be located at least 3/e inch (9.5 mm) from
board edges, and 2 inches (51 mm), minimum, from board
corners. wall panels are placed with a minimum �/4 inch (6.4
mm) clearance from the Floor surface. Metal or PVC comer
angles are attached with the above described nails or screws
placed approximately 12 inches (305 mm) on center.
A flush-joint procedure is permitted on Titan�-FR (tapered-
edge) panels. Gypsum board joint compounds, complying
with ASTM C 474 and C 475, shall be troweled into the joints.
Paperjoint tape or equivalent is embedded into the wet joint
compound and allowed to dry thoroughly. A second coat of
joint compound, approximately 8 inches (203 mm) wide, is
ihen applied across the joint and allowed to dry. A third coat
of topping compound, 10 inches (254 mm) wide, is applied
across the joint. Topping compound shali also be applied over
all fastener heads in intermediate locations.
6 of 35
Internal co}ners are fnished by filting with joint compound,
working ihe joiM tape into the joini, and applying a second
coat of joint compound. A third coat of topping compound is
applied over the area.
External corners are treated by filling the joint with joint
compound and allowing it to dry thoroughly. Corrosion-
resistant metal or PVC corner angles are then fasiened to the
corner, followed by a second coat of joint compound. When
the second coat is completely dry, a ihird coat of topping
compound is applied over the area. Joint compound is also
applied over all fastener heads in intermediate locations.
3.4 SUBFLOOR PANELS
Compressed sheel is used as subflooring over complying
wood or metal floor joists spaced a maximum of 24 inches
(610 mm) on center. The panels have a smooth unsanded
surface. Cutouts (or plumbing and electrical shall be
oversized. Floor opening penelrations shall be protected in
accordance with the applicable code. Dimensions are noted
in Table 1 of this report.
Panels are installed over two or more spans, with the long
dimension perpendicular to supports. The sheets are
fastened to wood framing members by counterstriking
minimum No. 70 x 0.350-inch (8.9 mm) HD wood screws
spaced a maximum of 12 inches (305 mm) on center at all
supports. The sheets are fastened to metal framing members
bycounterstriking minimum No. 9 by 0.350-inch (8.9 mm) HD
self-drilling, corrosion-resistant ribbed buglehead screws
spaced a maximum of 6 inches (152 mm) on center around
the sheei perimeter and 12 inches (305 mm) on center at
immediate joist locations. Fasteners shall be of suffcient
length to penetrate at least linch (25.4 mm) into wood
framing members or �la inch (6.4 mm) into metal framing
members. Holes are drilled in compressed sheet with a
masonry bit, allowing a 0.04-inch (1.02 mm) clearance over
diameier of screw to be used. Fasteners are located a
minimum of �/e inch (9.5 mm) and a maximum of 3/a inch
(19.1 mm) from sheet edges, and 2 inches (57 mm) minimum
from sheet corners. Fasiener heads are flush with the
surface. Edges shall be blocked or the panels shall be
covered with minimum �/a inch (6.4 mm) thick underlayment
or 3/a inch (19.1 mm) Ihick wood strip finish Flooring.
As an altemative, sheets are field glued in conjunction with
mechanical (astening with a structural adhesive (APA/HUD
AFG-01) applied to joints. Framing members shall be free of
surface moisture, dirt, cement and other foreign materials
prior lo applicalion of the adhesive. Adhesives shall be
applied in accordance with the adhesive manufacturers
instructions. The application rate shall be a�/q inch (6.4 mm)
diameter bead applied to each joist or blocking member,
except two 'l,-inch (6.4 mm) diameter beads are applied
where sheets abui on a joist. Installation of the sheets shall
be within the time limit designated by the adhesive
manufacturer.
Where more than one sheet is used, an effective seal shall be
provided behveen sheets. The bonded surfaces shall be
clean and an approved structural adhesive (APA/HUD AGF-
Oi ) shall be used. Edges of the sheets to be joined shall be
thoroughly cleaned and the dust removed. A layer of adhesive
is "buttered" to the leading edge of the first installed sheet and
the ne# sheet laid againsi it ensuring that an adequate film of
adhesive is presenl Forcing adhesive into the joint after ihe
sheeis have been fastened is not permitted. ARer the joint is
filled, any excess adhesive shall be removed from lhe surface
of the sheet.
Use as a diaphragm is outside the scope of this report.
NER-0OS
Allowable loads are as follows:
ALLOWABLE UNIFORM LOAD
AT DEFLECTION LIMIT = L/360'
JOIST SPACING
PRODUCT 16 inches o.c. 24 inches o.c.
Compressed Sheet II �g0 psf 105 ps(
(/z and 5/8-inch thick)
Compressed Sheet II 300 psf 145 psf
(3/4-inch thick)
For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa
1. L= length of span (inches)
3.5 FIRE-RESISTANCE RATED ASSEMBLIES
3.5.1 Assembly 1
The nonsymmetrical nonloadbearing, 1 hour, fre-resistance
raled wall assembly consists of minimum 35/8-inch (92 mm)
deep, No. 20 gage (0.0359-inch, 0.91 mm), steel "C" studs at
24 inches (610 mm) on center wilh corresponding top and
bottom tracks. One layer of SIB-inch (15.9 mm) thick Type "X"
gypsum board, 48 inches (1219 mm) wide, is applied
vertically to the studs antl secured with 1��y-inch (32 mm)
long, Type S, gypsum board screws, spaced 8 inches (203
mm) on center at board edges and 12 inches�305 mm) on
center at intermediate framing members. The /e inch (15.9
mm) thick gypsum board joints and screw heads require
treatment consisting ofjoint compound followed byjoint tape
and a second layer of joint compound. The opposite face of
the wall is covered with one layer o( �/Z-inch (12.7 mm) thick
Hardirock° Max "C"T""(Type "X") gypsum board, followed by
one layer of either �/4 inch (6.4 mm) ihick Titan° (tapered-
edge), Hardibacker° (square-edge), or Harditexm board.
Boards are applied vertirally to framing members with vertical
edges staggered 24 inches (610 mm). The �/Z-inch (12.7 mm)
Ihick Hardirock° Max "C"*'^ (Type "X") gypsum board is
fastened to the framing members with 1'/a inch (32 mm) long,
Type S, gypsum board screws spaced 24 inches (610 mm) on
centec Titan°, Hard ibacke� or Hardite� boards are fastened
through the gypsum board to the framing members wilh
minimum i s/e inch (41 mm) long by minimum 0.323-inch (82
mm) HD or self-drilling, corrosion-resistant, ribbed buglehead
or ribbed waferhead screws located a maximum of 8 inches
(203 mm) on center. Board joints and fasteners require
veatment similar to that described in Sections 3.3.1.1,
3.3.1.2, 3.3.2.2, and 3.2.4 of this report.
3.5.2 Assembly 2
The nonsymmetrical nonload bearing, 1-hour, fire-resistant
rated wall assembly consists of minimum 35I8-inch (92 mm)
deep, No. 25 gage (0.0209-inch, 0.53 mm), steel "C" studs at
16 inches (406 mm) on center with corresponding top and
bottom tracks. One layer of 5/B inch (7 5.9 mm) thick Type "X"
gypsum board, 48 inches (1219 mm) wide, is applied
vertically to the studs and secured with minimum 1 inch (25.4
mm) long, Type S, gypsum board screws, spaced 8 inches
(203 mm) on center at board edges and 12 inches (305 mm)
on center at intermediate framing members. The 5/e-inch
(15.9 mm) thick Type "X" gypsum board joinis and screw
heads require treatment consisting of joint compound
followed by joint tape and a second layer of joint compound.
The stud cavilies are insulated with minimum 3-inch (76 mm)
thick, 3 pcf (48 kg/m�), unfaced, friction-fit, mineral fiber
insulation complying with ASTM C 665, Type I. The opposite
face of the wall is covered with one layer of �I�e. inch (11.1
mm) ihick Hardibackef (backerboard) or Titan° panel or
Harditex� boards. The boards are applied vertically to framing
Page 7 of 35
members with vertical edges staggered 16 inches (406 mm).
Hardibacker�, Titan� or Harditex� boards are fastened
through to the framing members with minimum 1-inch (25.4
mm) long No. 8 by 0.323-inch (8.2 mm) HD self-drilling,
corrosion-resistant, ribbed buglehead (or equivalent) screws
located a maximum of 6 inches (152 mm) on cenler. Board
joints and fasteners requ ire treatment similar to that described
in Sections 3.3.1.1, 3.3.12 or 3.322 of this report, and using
the glass fber reinforcing tape.
3.5.3 Assembly 3
The nonsymmetrical limited loadbearing, 1 hourfre-resistant
rated wall assembly consists of nominal 2 x 4 wood studs at
16 inches (406 mm) on center with two top plates and a
single bottom plate. The lesser of 800 pounds per stud or 31
percent of fult design load is permitted to be superimposed,
provided structural consideration for axial, flexural and
bearing perpendicular-to-grain stresses are resolved in
acwrdance with Part III of the National Design Specification,
1997 edition, published b� the American Forest 8 Paper
Association. One layer of /e inch (15.9 mm) thick Type "X"
gypsum board, 48 inches (12�9 mm) wide, is applied
verticallyto the studs and secured with minimum 1�/e inch (22
mm) long cup-head gypsum board nails, spaced 7 inches
(178 mm) on center at board edges and intermediate framing
members. The 5/e inch (15.9 mm) thick Type "X" gypsum
board joints and nail heads require treatment consisting of
joint compound followed by joint tape and a second layer of
joint compound. The stud cavities are insulated with minimum
3-inch (76 mm) thick, 3 pcf, unfaced, frictiomfit, mineral fiber
insulation complying with ASTM C 665, Type I. The opposite
face of the wall is covered with one layer of �/�6-inch (11.1
mm) thick Titan� panel or Hardibacker° backerboard. The
fiber cement board is applied vertically to framing members
with vertical edges staggered 16 inches (406 mm) from the
gypsum board edges. Boards are fastened through to the
framing members with minimum 1�/z-inch (38 mm) long,
corrosion-resistant roofing nails located a maximum of 6
inches (152 mm) on center. Board joints and fasteners
require treatment similar to that described in Section 3.3.2.2
of this report. The side of the wall clad with fber-cement
board is covered with standard grade ceramic tile, nominal
�/a inch (6.4 mm) thick. Tiles, any expansion or controljoints,
and grout are installed in accordance wiih ANSI A108.4 when
Type I organic adhesive is used, or ANSI A108.5 if dry set,
acrylic-modifed or iatex-modified portland cement mortar is
used.
3.5.4 Assembly4
The nonsymmetrical loadbearing 1 hour fre-resistant rated
wall assembly consists of nominal 2 x 4 wood studs at 24
inches (610 mm) on center with two top plates and a single
bottom plate. Full design loads are permitted to be
superimposed, provided structural consideration for axial
flexurel and bearing perpendicularto-grain stresses are
resolved in accordance with Part III of the National Design
Specificafion, 1997 Edition, published bythe American Forest
& Paper Association. One layer of 5/B inch (15.9) thick Type
"X" gypsum board, 48 inches (1219 mm) wide, is applied
vertically to ihe studs and secu red with minimum 13/4 inch (44
mm) long cup-head gypsum board nails, spaced 7 inches
(178 mm) on center at board edges and intermediate framing
members. The 5/e inch (15.9 mm) thick Type "X" gypsum
board joints and nail heads require treatment consisting of
joint compound followed by joini tape and a second layer of
joint compound. The stud cavities are either insulated or
uninsulated. The opposite face of the wall is covered with one
layer of �/z inch (72] mm) thick Type "X" water-resistant core
gypsum sheathing and one layer of maximum 72-inch (305
mm) wide Hardiplank� lap siding lapped a minimum of 1�/4
inches (32 mm). The �/2 inch (127 mm) thick Type "X" water-
NER-405
resistant core gypsum sheathing is applied vertically to
framing members with vertical edges staggered 24 inches
(610 mm) from the joints on the opposite side. The �/2-inch
(12.7 mm) thick Type "X" water-resistant core gypsum
sheathing is fastened to the framing members with t/a inch
(44 mm) long roofing nails spaced 7 inches (178 mm) on
center in the field and 4 inches (102 mm) on cenier along the
perimeter of each board. An outer layerof 5/�s inch (7.5 mm)
thick, 12-inch (305 mm) wide Hardiplank�lap siding is applied
over the �/Z inch (12.7 mm) thick Type "X" water-resistant
core gypsum sheathing by attaching a 1�/2 inch (38 mm) wide
Hardiplank� starter strip attached through the gypsum
sheathing into the bottom plate and 12-inch (305 mm) wide
Hardipiank� lap siding applied horizontally with a minimum
nominal 1�/a inch (32 mm) headlap and faslened with a single
6d corrosion resistant common nail driven through the lapped
planks at each stud.
3.5.5 Assembly 5
The symmetricai nonload bearing, 1 hour, fre-resistant rated
wall assembly consists of minimum 3 5/e-inch (92 mm) deep,
No. 20 gage (0.0359 inch, 0.91 mm), steel "C" studs at 24
inches (610 mm) on center with corresponding top and
bottom tracks. Both sides of the wall are covered with one
layer of �/2-inch (12.7 mm) thick Hardirock° Max "C"T"" (Type
"X") gypsum board, followed by one layer of eilher �/y-inch
(6.4 mm) thick Titan� panel, Hardibacker� backerboard, or
Harditex° baseboards. Boards are applied either
perpendicular (horizontally) or parallel (vertically) to framing
members. Base layer and face layer board joinls of both wall
sides are offset by 24 inches (610 mm). The �/z inch (12.7
mm) thick Hardirock� Max "C"T"" (Type "X") gypsum board is
fastened to the framing members with minimum 1-inch (25.4
mm) long, Type S, gypsum board screws spaced 24 inches
(610 mm) on center. Titan�, Hardibacker� or Hardite� boards
are fastened through the gypsum board to the freming
members with minimum 15/e inch (41 mm) long by minimum
0.323-inch (82 mm) HD self-driiling, corrosion-resistant,
ribbed buglehead or ribbed waferhead screws located a
maximum of 8 inches (203 mm) on center. Board joints and
fasteners require finish treatment similar to that described in
Sections 3.3.1.1, 3.3.1.2, 3.3.2.2, or 3.2.4 and of this report.
3.5.6 Assembly 6
The symmetrical nonload bearing, 1 hour, fire-resistant rated
wall assembly consists of minimum 3 5/e inch (92 mm) deep,
No. 20 gage (0.0359 inch, 0.91 mm), steel "C" studs at 24
inches (610 mm) on ;enter with corresponding top and
bottom tracks. Both sides of the wall are covered with one
layer of 5/e-inch (15.9 mm) thick Titan�-FR panel. Boards are
applied either perpendicular (horizontally) or parallel
(vertically) to framing members. Panel joints are offset by 24
inches (670 mm). The 5/e inch (15.9 mm) thick Titan�-FR
panel is fastened to the framing members with minimum 1
inch (25.4 mm) long, Type S, gypsum board screws spaced
12 inches (305 mm) on center. Board joints and fasteners
require fnish treatment similar to that described in Sections
3.3.1.1 or 3.3.1.2 of this report.
4.0 INSTALLATION
Installation shall comply with this report and a copy of this
report shall be available at all times on the job site during
installation. Additional details are in the applicable
manufacturer's product information sheets issued December
1993. Where non-editorial differences occur between the
manufacturer's product information sheets and this report,
ihis report shall be null and void.
8 of 35
5.0 IDENTIFICATION
James Hardie Building Products, Inc., Hardiflex�, Hardipanel�
Cempanel�, Hardisoffit� and Cemsoffit� boards; Harditex�
baseboards; Titan�, Titan�-FR, Hardibacker�, Ultraboard�and
Hardibacker 500� lining boards, backerboard and under-
layment; Compressed Sheet subflooring; pallets of
Hardiplank� and Cemplank� lap siding; and palleis of
HardishingleT" planks and panels shall bear a label
identi(ying the manufacturePs name and telephone number,
the product name, and the name of the quality control
agency, Intertek Testing Services, Inc. (NER-QA219), and
this ICC-ES Legacy report number (NER-405) for field
identification.
6.0 EVIDENCE SUBMITTED
6.1 The following tesi reports issued by Ihe Building
Research Association of New Zealand (BRANZ) in
accordance with ASTM E 72, Conducting Strength
Test of Panels of Building Construction, Section 9,
Transverse Load, and Section 14, Racking Load:
ASTM Standard
Report No. Date Section
5700 June,1984 9
S101 June,1984 9
S102 June,1984 9
S703 June, 1984 9
S704 June, 1984 9
5105 June,1984 14
S106 June,1984 14
S109 July, 1984 9
S712 August, 1984 14
S113 August, 1984 9
STR122 April, 1985 9
STR123 April, 1985 14
STR727 April, 1985 9
STRi28 May, 1985 14
STR131 May,1985 9
STR132 May, 1985 14
6.2 The following test reports issued by the Building
Research Association of New Zealand (BRANZ) in
accordance with the weatherability test procedures
noted:
Report No. Date Procedure
MTR658 November, 1983 U.B.C. Standard
32-12
MTR662 November, 1983 Freezeffhaw
MTR709 June, 1984 Percolation Test
MTR723 May, 1984 ASTM G 26, D 2616,
FD-714
MTR778 June, 1985 NS23204; WeUDry
Cycling
MTR787 June,1985 U.B.C.Standard
47-17
T776 June, 1984 ASTM E 96
T177 June, 1984 ASTM E 96
6.3 Quality Assurance Manual for James Hardie
Building Products, Inc., signed by Rich Klein, James
Hardie Building Products, Inc. 2/18/02 and Kathy
Bishop, Intertek Testing Services, Inc. 2/20/02.
6.4 Manufacturer's descriptive literalure.
6.5 UnitedStatesTestingCompany,TestReportNo.LA
50049-1, dated February 7, 1985,containing testing
in accordance with ASTM E 84, Test o( SuAace
Buming Characte�istic of Building Materials.
NER-0OS
6.6 Ramtech Laboratories, Inc., Test Report No. 8047-
87, dated April 6, 1987, containing testing in
accordance with ASTM E 72, Conducting Strength
Tests ofPanels PorBuilding Consfruction-Section
9, Transverse Load; and Section 14, Racking Load.
6.7
6.8
6.9
Structural Calculations for "Determination of Wind
Speed" by Ronald I. Ogawa, P.E., in accordance
with Section 1205 of the 1988 S[andard Building
Code°.
The following test reports were issued by Inspeclion
Concepts for "Transverse Load Tests" of panels:
IC-1021-88
IC-1022-88
IC-1042-88
IC-1054-89
IC-1055-89
IC-1121A-91
IC-11216-91
IC-1201-92
IC-1203-92
IC-1228-93
IC-1270-94
IC-1271-94
Date
May, 1988
May, 1988
February, 1989
September, 1989
Sepiember, 1989
March 20, 1991
March 20, 1991
January 22, 1993
January 22, 1993
July 2, 1993
April 20, 1994
April 20, 1994
The following test reports were issued by Inspection
Concepts for "Racking Tests" of panels:
Report No.
IC-1013-88
IC-1014-88
IC-1030-88
IC-1032-88
IC-1037-88
IC-1038-88
IC-7057-89
IC-1062-89
IC-1100-90
IC-1107-91
IC-1108-91
IC-1109-91
IC-1110-91
IC-1120A-91
IC-11206-91
IC-1120C-91
IC-1120D-91
IC-1202-92
IC-1202-92
IC-1237-93
IC-1273-94
IC-1274-94
Date
January, 1988
January, 1988
September, 1988
September, 1988
November, 1988
November, 1988
September, 1989
November ,1989
October 30, 1990
January 5, 1991
January 6, 1991
January 8, 1991
January 8, 1991
March 20, 1997
March 20, 1991
March 20, 1997
March 20, 1991
January 22, 1993
January 22, 1993
August 5, 1993
April 20, 1994
April 29, 1994
6.10 The following test reports were issued by Inspection
Concepis for "Trensverse Load Tesis' of planks:
Report No. Date
IC-1020-88 May,1988
IC-1011-88 January,1988
IC-1034-88 October, 1988
IC-1035-88 October, 7988
6.11
9 of 35
TFie following test reports were issued by Southwest
Research Inslitute for "1 hour Fire-resistant
Assemblies":
Report No. Date
01-2602-802 March,1989
01-2602-803 March,1989
6J2 Structural calculations verifying design values for
Tables 2 and 3 of ihis report, prepared by
Inspection Concepts dated March 7, 1990, signed
and sealed by Ronald I. pgawa, P.E.
6.13 Inspection Concepts, Test Report No. IC-1093A-90,
dated October 18, 1990, in acwrdance with ASTM
E 136.
NER-0OS
6.25 The following test reports were issued by Omega
Point Laboratories for "1 hour Fire-resistant
Assemblies":
Report No. Date
11770-92783 February 13,1992
11770-92851 September9,1992
11770-98414 May 1, 1995
11710-705198 August2,1999
11710-105199 August3,1999
6.26 Ramtech Laboretories, Inc., Test Report No. 8108A-
87, dated May 20, 1987, in accordance with ASTM
C 725 for flexural strength tests conducted on �/4
inch and 3/a-inch thick compressed sheet panels.
6.14 Smith-EmeryCompany, Test Report No. L-87-1732, 6.27 Ramtech Laboratories, Inc., Test ReportNo.81086-
87, dated May 26, 1987, in acwrdance with ASTM
daled October 8, 1987, in accordance with ANSI E72,Sectionl8,concentratedloadon�/a -inchand
A118.9.
3la inch thick compressed sheei panels.
6.15 United States Testing Company, Inc., Test Report
No. 176842, dated September 14, 1990, in 6.28 RamtechLaboratories,Inc.,TestReportNo.8108C-
accordance wiih ASTM D 1037. 87, daled June 24, 1987, in accordance with ASTM
E 72, Section 9, transverse load on �/4 inch and 3/a
6.16 Truesdail Laboratories, Inc., Test Report No. 30240- inch thick compressed sheet panels.
1, dated March 1, 1989, revised March 28, 1991, in
accordance with ASTM G 21. 6.29 Inspection Concepts, Test Report No. IC-1257-94,
dated January 13, 1994, in accordance with ASTM
6.17 Truesdail Laboratories, Inc., Test Report No.30240- E 331 for water penetration of �/a inch thick Hardi-
2, dated March 1, 1989, revised March 28, 1991, in panel° vertical siding.
accordance with ASTM G 22.
6.18
6.19
Inspection Concepts, Report No. IC-1131-91, dated
May 8, 1991, in accordance with ASTM C 947, C666
Procedure B, and ANSI 136-1.
ETL Tesling Laboratories, Report No. 497742,
dated March 5, 1990, in accordance with ASTM E
84.
6.20 Inspection Concepts, Report No. IC-1039-89, dated
January 6, 1989, revised May 11, 1990, containing
comparative fastener pullout and pull-through
lesting resulls.
6.21 James Hardie Building Products, Inc. product
information sheets issued October 1991.
6.22 Structural calculations verifying design values for
7ables 2 and 3 of Ihis report, prepared by
Inspection Concepts dated October 20, 1993,
signed by Ronald I. Ogawa, P.E.
6.23 Letter correcting structural calculations for BRANZ
Reports 5106 and STR128 prepared by Inspection
Concepts dated February 74, 1993, signed and
sealed by Ronald I. Ogawa, P.E.
6.24 Leder reviewing "Racking Tests" and "Transverse
Load Tests" for Group III wood species verifcation
for Tables 2 and 3 of this report, prepared by
Inspection Concepts tlated October 14, 1993,
signed and sealed by Ronald I. Ogawa, P.E.
6.30 Inspection Concepts, Test Report No. IC-1243-93,
dated August 26, 1993, in accordance with ASTM E
228 for linear-thermal expansion of '/a-inch lhick
James Hardie fiber cement products.
6.31 Ramtech Laboratories, Inc., Laboratory No. 9778-
93, IC-1225-93, dated June 4, 1993,. The
Hardibacker board was tested in accordance with
ASTM C 177 Test Ior Steady-Stafe Thermal
Transmission Properties by Means o! the Guarded
Hot Plate. The results are listed in Table 4 of this
report.
6.32 Ramiech Laboretories, Inc., Test Report No. IC-
1230-93,LaboratoryNo.9778-93,datedJune1993.
The Hardibacket� board materials were tested in
accordance with ASTM E 96-90 to determine the
water vapor transmission properties. The average
permeance (perms) of the panels are shown in
Table 5 of this report.
6.33 RamtechLaboratories,Inc.LaboratoryNo.10367A-
95/1363, dated September 18, 1995. The 7�/a inch
and 9�/a inch wide Hardiplankm lap sidings were
tested in accordance with ASTM E 330 Transverse
Load Test. The panels were installed on nominal 2
x 4 wood structural members spaced 16 inches on
center (o.c.).
6.34 Structural Calculations verifying design values for
Ta61e 3 of this reporl, prepared by Inspection
Concepts dated October 6, 1995, signed by Ronald
I. Ogawa, P.E.
6.35 WindanalysisandralculationsforHardishingleand
Hardislate roo(ng and Hardie° Shingleside°
cladding installed with 8-, 7-, and 6-inch weaiher
exposures. Analysis and calculations contlucted by
Ronald I.Ogawa, P.E. dated March 28, 1997; March
31, 1997; and April 2, 1997.
Page 10 of 35
6.36 Siructural calculations to determine design wind
' load on 8.25 Hardiplank�, dated October 24, 1996,
signed and sealed by Ronald i. Ogawa, P.E. of
Inspection Concepts Inc..
6.37 Structural calculations to determine design values
for Tabies 2a. 2b, and 3 of this report, prepared by
Inspection Concepts dated July 16, 1997, July 19,
1997, and August 19, 1997, signed and sealed by
Ronald I. Ogawa, P.E.
6.38 Ramtech Laboratories, Inc., Report Lab. No. 10868-
97/1475, dated June 26, 1997. The report contains
results of testing in accordance with ASTM E 72 and
ASTM E 330 on 5/16-inch thick Hardipanei.
6.39 Ramtech Laboratories, Inc., Report Lab. No. 10869-
97/1482, dated July 14, 1997 containing results of
transverse load testing in accordance with ASTM E
72 on 9�/4 inch wide Hardiplank� lap siding.
6.40 Applied Research Laboratories, Lab No. 29278-
UD1, dated September 1, 1994, containing reports
of tensile pull-out testing of fasteners.
NER�OS
6.47 Ramtech Laboratories, Inc., Laboratory Number
11149-98/1554B, dated October 7, 1998, containing
results of an ASTM E 330 Transverse Load Test of
8�/4 inchwideHardiplank�sidinginstalledon20-ga.
metal framing members spaced at 16-inch and 24-
inch centers and fastened with ET & F pin fasteners
blind nailed to each stud.
6.48 Ramtech Laboratories, Inc., Laboralory Number
11284-99/1580, dated April 15, 1999, containing
results of an ASTM E 72 Racking Shear Test of 5/�s
inch thick x 48-inch wide x 96-inch long Hardipanel�
siding installed on 20-ga. melal framing members
spaced at 16-inch and 24-inch centers and fastened
with ET & F pin fasteners spaced at 4 inches o.c.
perimeter and 8 inches o.c. intermediate framing
members.
6.49
6.41 Structural calculations to determine the allowable
fastener spacing based on a wind speed of 110
mph, Exposure Category C, prepared by Inspection
Concepts, dated November 2, 1994, signed and 6.50
sealed by Ronald I. Ogawa, P.E.
6.42 Ramtech Laboratories, Inc., Laboratory Number
10794-97/1458, dated March 13, 1997, containing
resWts of an Uplift Resistance Test of 18-inch long 6.51
by 12-inch wide by �/y-inch ihick HardishingleT"
roofing installed on 15/3Z inch thick, 4 ply, 3 layer
CDX plywood.
6.43 Ramtech Laboratories, Inc., Laboratory Number
10794-97/7460, dated March 13, 1997, containing
results of an Uplift Resistance Test of 18-inch long
by �2-inch wide by �/d-inch thick Hardie�
Shingleside� as siding roofing installed on �/16 inch 6.52
thick Oriented Strand Board utilizing 2 siding nails
per 12-inch wide panel.
6.44 Ramtech Laboratories, Inc., Laboratory Number
10794-97/1464, dated March 13, 1997, containing
results of an Uplift Resistance Test of 18-inch long
by 12-inch wide by '/a inch thick Hardie� 6.53
Shingleside� as siding roofing installed on �/16 inch
thick Oriented Strand Board utilizing 3 siding nails
per 12-inch wide panel.
6.45 Ramtech Laboretories, Inc., Laboretory Number
11149-98/1554, dated October 7, 1998, containing
resWts of an ASTM E 330 Transverse Load Test of
6'/a-inch wide Hardiplank� siding installed on 20-
ga. metat framing members spaced at 16-inch and
24-inch centers and fastened with ET & F pin 6.54
fasteners ihrough the lap to each siud.
6.46 Ramtech Laboratories, Inc., Laboratory Number
11149-98/1554A, dated October7, 1998, containing
results of an ASTM E 330 Transverse Load Test of
12-inch wide Hardiplank� siding installed on 20-ga.
metal framing members spaced at 16-inch and 24-
inch centers and fastened with ET & F pin fasteners
through the lap to each stud.
Ramtech Laboretories, Inc., Laboratory Number
11149-98l1554D, dated September 14, 7998,
containing results of an ASTM E 330 Transverse
Load Test of 5/16-inch thick x 48-inch wide x 96- inch
long Hardipanel� siding installed on 20-ga. metal
framing members spaced at 16-inch and 24-inch
centers and fastened with ET & F pin fasteners
spaced at 4 inches o.c. perimeter and 8 inches o.c.
intermediate framing members.
Wind analysis and calculations for Hardipanel°
panels for exposure categories 6, C, and D.
Analysis and calculations signed and sealed by
Ronald I. Ogawa, P.E., dated March 26, 2000.
Ramtech Laboratories, Inc., Laborafory Number
11552/1636, dated Apri120, 2000, containing results
of an ASTM E 330 Uplik Resistance Test of �/4 inch
thick x 24-inch wide vented Hardiso�t� panel
installed on nominal 2 x 4 framing members spaced
at 24 inch centers and fastened with 1�/4 inch long
x 0.083 inch shank x 0.187 inch HD nails spaced at
8 inches o.c. perimeter and intermediate framing
members.
Wind analysis and calculations for 24-inch wide
vented Hardisoffit� panel for exposure categories B,
C, and D. Analysis and calculations signed and
sealed by Ronald I. Ogawa, P.E., dated May 4,
2000.
Ramtech Laboratories, Inc., Laboratory Number
11436-99/1602, dated October29, 1999, containing
results of an ASTM E 330 Trensverse Load Test of
�/4 inch thick x 19-inch long x 48-inch wide
HeritageT'" (half round) panel siding installed on
�/16-inch thick APA rated Oriented Slrand Board
sheathing only with 1�/y-inch long x 0.083-inch
shank x 0.187-inch HD nails spaced at 13�/a inch
o.c.
Ramtech Laboratories, Inc., Laboratory Number
71436-99/1603, dated October27, 1999, containing
results of an ASTM E 330 Transverse Load Test of
�/4 inch thick x 19-inch long x 48- inch wide
HeritageT"" (half round) panel siding installed on
nominal 2 x 4 framing members spaced at 16-inch
centers and fastened with 1�/4 inch long x 0.083-
inch shank x 0.187-inch HD nails to each (raming
member.
11 of 35
6.55 Ramtech Laboratories, Inc., Laboratory Number
� 11436-99/1604, dated October28, 1999, containing
resulis of an ASTM E 330 Transverse Load Test of
�/a inch ihick x 19-inch long x 48- inch wide
HeritageT"" (half round) panel siding installed on
nominal 2 x 4 framing members spaced at 24-inch
centers and fastened with 1�/y-inch long x 0.083-
inch shank x 0.167-inch HD nails to each framing
member.
6.56 Letter justifying horizontal applicalion of panels in
accordance with Table 3 of this report, based on
Table 23-I I-I-1 of the 1997 Uniform Building CodeT""
and similar tables in the BOCA� National Buildin�q
Code/1999 and 1999 Standard Building Code ,
prepared by Inspection Concepts Inc., dated
October20, 1999, and signed and sealed by Ronald
I. Ogawa, P.E.
6.57 W ind analysis and calculations for Hardiplank� lap
siding installed with ET & F pin fasteners for
exposure categories B, C, and D. Analysis and
calculations signed and sealed by Ronald I.Ogawa,
P.E., dated December 14, 1998.
6.58 W ind analysis and calculations for Hardiplank° lap
siding based on various test reports of installations
with nail and screw fasteners. Analysis and
calculations signed and sealed by Ronald I.Ogawa,
P.E., dated July 7, 1998.
6.59 Underwriters Laboratories Inc. letter, dated May 29,
1997, recognizing James Hardie Gypsum's �/4 inch
thick Hardirock� Max "C"T"" gypsum board as an
alternative to Super Fire X gypsum board.
6.60 UndenvritersLaboratorieslnc.letter,datedFebruary
23, 2000, recognizin�q James Hardie�Gypsum's �/a
inch thick Hardirock Max "C"T"' gypsum board as
an alternative to Super Fire X gypsum board.
6.61 Undenvriters Laboratories, Inc., File R8701, Project
96NK16606, dated December 19, 1996, containing
results of ANSI/UL 263 (ASTM E 119, NFPA 251),
Fire Tests of Building Construction and Materials,
for �/a inch thick x 8 feet long x 4 feet wide gypsum
board installed on steel columns of 25 MSG steel
studs spaced at 12- inch centers and fastened with
3-inch iong Type S self-drilling, self-tapping board
screws spaced at 12-inch centers in a UL G512
assembly.
NER�OS
6.65 Ramtech Laboratories, Inc., Laboratory Number
17436-99/1616, dated December 27, 1999,
containing results of an ASTM E 72 Racking Shear
Test of 5/16 inch thick x 48-inch wide x 96- inch long
Hardipanel� Shiplap siding installed on nominal 2 x
4 wood framing members spaced at 76-inch centers
and fastened with 0.092-inch shank by 0225 inch
HD by 2-inch long nails spaced at 8 inches o.c.
perimeter and 8 inches o.c. intermediate framing
members.
6.66 Wind analysis and calculations of Ramtech
Laboratories, Inc., Test Reports Laboratory Number
11436-99/1612 and 11436/1616, prepared by
Inspection Concepts dated January 14, 2000,
signed and sealed by Ronald I. Ogawa, P.E.
6.67 Wind analysis and calculations for Hardipanel�
installed on steel studs spaced 16 and 24 inches
o.c. Analysis and calculations signed and sealed by
Ronald I. Ogawa, P.E., dated June 15, 1999.
6.68 Ramtech Laboratories, Inc., Laboratory Number
11436-99/1619, dated January 19, 2000, containing
results of a Uniform Negative Transverse Load Test
of 5/16 inch thick x 48-inch wide x 96-inch long
Hardipanel� Shiplap Panel installed on nominal 2 x
4 wood framing members spaced at 16-inch centers
and fastened with 0.092-inch shank by 0225-inch
HD by 2-inch long ring shank nails spaced at 3
inches and 8 inches o. c. perimeter and 8 inches o.c.
field.
6.69 Wind analysis and calculations of Ramtech
Laboretories, Inc., Test Report Laboratory Number
11436-99/1619, prepared by Inspection Concepts
dated February 4, 2000, signed and sealed by
Ronald 1. Ogawa, P.E.
6.70 Ramtech Laboratories, Inc., Laboratory Number
11443/7613, dated February 10, 2000, containing
results of testing, in accordance with ASTM C 36, of
5/e inch thick x 48-inch wide x 120-inch long Titan�-
FR panel consisting of �/a inch thick Hardirock� Max
"C"T"" gypsum board and 3/3Z inch thick Hardie�
fiber-cement board adhered with PVA adhesive.
6.71 Ramtech Laboratories, Inc., Laboratory Number
11443/1613, dated March 25, 2000, revision to
report to additionally show compliance with ASTM C
1278.
6.62 Undenvriters Laboratories, Inc., File R8701, Project 6.72 Ramtech Laboratories, Inc., Laboratory Number
96NK35820, dated July 23, 1997, containing results 11443/1629, dated March 22, 2000, containing
of ANSI/UL 263 (ASTM E 119, NFPA 251), Fire testing of Hardibacker SOOm in accordance with
Tes[s o(Building Construction and Matenals, for 5/e ASTM C 1288, Standard Specification /or Discrete
inch thick x 144-inch long x 48-inch wide gypsum Non-Asbestos Fiber-Cement Inlerior Substrate
board installed in a UL X515 Floor-ceiling assembly. Sheets.
6.63 Wind analysis and calculations for Shingleside° 6.73 Omega Point Laboratories, Report Number 71710-
HeritageT'" panels forexposure categories B, C, and 106315, dated March 7, 2000, containing results of
D. Analysis and calculations signed and sealed by surface burning characteristic testing, indicating
Ronald I. Ogawa, P.E., dated December 3, 1999. com�liance with ASTM E 64 for the Hardibacker
500 backerboard.
6.64 Ramtech Laboratories, Inc., Laboralory Number
11436-99/1612, dated December 20, 1999,
containing results of an ASTM E 72 Racking Shear
Test of 5/16 inch thick x 48-inch wide x 96- inch long
Hardipanel� Shiplap siding installed on nominal 2 x
4 wood framing members spaced at 16-inch centers
and fastened with 0.092-inch shank by 0225-inch
HD by 2-inch long nails spaced at 3 inches o.c.
perimeter and 8 inches o.c. intermediate framing
members.
6.74 Ramtech Laboratories, Inc., Laboratory Number
1 1 569/1 647, dated June 2, 2000, containing results
of water tightness testing performed in accordance
with ASTM C 1185 on Hardibacker 500�.
Page 12 of 35
6.75 Ramtech Laboratories, Inc., Laboratory Number
� 11569B/1655, dated June 27, 2000, containing
results of falling ball impact testing peRormed in
accordance with ASTM D 1037 on Hardibacker
500m.
6.76 Ramtech Laboratories, Inc. Laboratory Number
11569A/1654, dated July 70, 2000, containing
results of flexural strength testing performed in
accordance with ASTM C 947, freeze thaw testing
performed in accordance with ASTM C 666, and
bacteria resistance testing performed in accordance
with ASTM G 22 on ihe Hardibacker 500�.
6.77 Analysis of screw attachmenl to 20-gage metal
studs and calculations by Ronald I. Ogawa, P.E.,
signed and sealed 10/10/01.
6.78 Analysis and wind load and wind speed by analysis
of Ramtech Laboratories Report Lab No. IG1035-
88, analysis prepared by Inspection concepts, Inc.,
15-Oct-01, signed and sealed by Ronald I. Ogawa,
P.E, 70/76/01.
6.79 Test report on thermal conduclivity under ASTM C
777 for 13/32-inch thick Hardibacker 500, Ramtech
Laboratories, Inc., Lab No. 11670/1685, November
29, 2000, signed and sealed by Ronald I. Ogawa,
P.E. and signed by David R. Macey.
6.80 Test report on moisture vapor transmission under
ASTM E 96 for 13/32-inch Hardibacker 500,
Ramtech Laboratories, Inc., Lab No. 11639/1674,
October 10, 2000, signed and sealed by Ronald I.
Ogawa, P.E. and signed by David R. Macey.
6.81 Test report equivalency testing for 5/16-inch
Hardipanel Cladding with 6-,4-,3- and 2-inch nail
spacing on 16- and 24-inch o.c. wood 2x4 studs,
Ramtech Laboratories, Inc., Lab No. 11992/1783,
January 77, 2002, signed and sealed by Ronald I.
Ogawa, P.E. %z1/02, and David R. Macey, %zi/02.
7.0 CONDITIONS OF USE
The ICGES Subcommittee for the National Evaluation
Service finds that James Hardie Building Products, as
described in this report, comply with or are suitable altemates
to that specified in the 2000Infernational Building Code�, the
BOCA� National Building Code/1999, the 1999 Standard
Building Code`, the 1997 Unifo�m Building Code^", Ihe 2000
lntemalional Residential Code°, the 2002 Accumulative
Supplement to the International CodesT"", and the 1998
International One and Two Family Dwelling Code° subject to
the following conditions:
7.1 James Hardie Building Products listed in this report
shall be installed in accordance with this report. This
Evaluation Report and the manufacturers published
installation instructions, when required by the code
official, shall be submitted at the time of permit
application.
7.2 Hardiplankm lap siding and Hardishingle^" cladding
shingle and panel sidings shall be installed on
exterior walls braced in accordance with the
applicable code:
7.2.1 Section 2305.7 of the BOCA° National Building
Code.
7.2.2
7.2.3
7.2.4
7.2.5
7.2.6
NERd05
Section 23082 of the Standard Building Code°.
Section 2320.11.3 and 2320.11.4 of the Unifo�m
Building CodeTM.
Section 2308.9.3 of the Intemationa/ Building
Code�.
Section R602.10.3 of the International Residential
Code�.
Section 602.70 of the Inlernational One and Two
Family Dwelling Code°.
7.3 Design Wind Loads applied to James Hardie
Sidings listed in this report shall be delermined in
accordance with Chapter 16 of the applicable code
and shall be less lhan those shown in the design
tables in this report.
7.3.1 � Design Tables 2a and 2b as shown in this report
provides allowable capacity in MPH for trensverse
load conditions for James Hardie Sidings attached
to studs. When using the Inlemational Building
Code� the wind speeds must be converted to 3
second gust wind speed (mph) using Table
1609.3.1 of the IBC and the allowable wind speeds
shown in Tables 2a and 2b (or the wlumn tilled
BOCA� Nationa/ Building Code (See 7.3.5 below).
7.3.2 Design Table 3 as shown in Ihis report provides
allowable shear capacity in plf for James Hardie
Sidings.
7.3.3 Design Tables 6A. 6B. 6C. 7A. 76, 7C, SA: 8B. BC
as shown in this report provides allowable capacity
in MPH for transverse load conditions for James
Hardie Sidings attached to sheathing. When using
the Intemational Building Code° the wind speeds
must be converted to 3 second gust wind speed
(mph) using Table 1609.3.1of the IBC and the
allowable wind speeds shown in Tables 6A. 7A.
and 8A for the BOCA° Nationa/ Building Code (See
7.3.5 below).
7.3.4 Design Tables 9A. 98. 9C as shown in lhis report
provides allowable fastener spacing for James
Hardiplank Lap Siding attached to CMUs in 110
MPH wind speed. When using the Intemalional
Building Code° fastener spacings shown in Table
96 are applicable for a Wind Speed of 130 MPH.
Page 13 of 35 ' ' NER-005
7.3.5
INTERNATIONAL BUILDING CODE"
TABLE 1609.3.1
EQUIVALENT BASIC WIND SPEEDS,.m�
For SI: 1 mile per hour = 0.44 m/s.
a. Linear interpolation is permitted.
b. V�, is the 3 second gust wind speed (mph).
c V,m is the fastest mile wind speed (mph).
INTERNATIONAL RESIDENTIAL CODE'
TABLE R30�.2.1.3
EQUIVALENT BASIC WIND SPEEDS'
3-secondgust 85 9� 100 105 110 120 725 130 140 145 150 160 170
Faslesl mile 70 75 80 85 90 100 105 110 120 125 130 140 150
For SI: 1 mile per hour = 1.609 km/h.
a. Linear interpolation is permitted.
7.4 The exterior plank and panel products instalied on �.8 5/76-inch (7.5 mm) thick Hardipanel� cladding and
exterior walls shall be installed over a weather- Hardite� baseboard are recognized as an
resistive barrier in accordance with applicable alternative to 3/e-inch (9.5 mm) thick Structural I
codes. panel in:
7.4.1 In jurisdictions adopting the Uniform Building 7,8.1 Table 2306.4.62 of the BOCA� National Building
CodeT"" and ihe Standard Building Code°, Harditex� Code.
baseboard is acceptable for use as water repellant
panel sheathing. The weather-resistance 7,8.2 Table 23102.B of the Standard Building Code°.
performance ofjoints and lerminations has not been
evaluated. 7.8.3 Table 23-II-I-1 of ihe Uni/orm Building Code'".
7.5
7.5.1
7.5.2
7.5.3
7.5.4
7.5.5
7.5.6
7.6
Compressed sheet of equivalent thickness to
Species Group 1 plywood is an acceptable
altemative to plywood subflooring specifed in:
Section 23073.3 of the BOCA° National Building
Code, Table 2307.3.3.
Section 2307.6 of the Standard Building Code°,
Table 2307.6C.
Section 2320.92 and Table 23-II-F-1 of the
Unitorm Building CodeT""
Section 2304.7.2 of the International Building
Codem, Table 2304.7(4).
Section R5032.1.1 of the Intemational Residenfial
Code�, Table R5032.7 (2).
Section 503.2.7.iof the IntemationalOne and Two
Family Dwelling Code�, Table 503.2.1.1(2).
Use of compressed sheet subfloor as a component
of a floor diaphragm is outside the scope of this
report.
7.8.4
7.6.5
7.8.6
7.9
7.10
7.7 5/B inch (15.9 mm) thick Titan�-FR panel is
recognized as an alternative to 5/e inch (15.9 mm) 7.11
thick ASTM C 36, Type "X", gypsum board, or 5/e
inch thick ASTM C 1278, Type "X" gypsum fiber
panel for use in fire-resistive construction
recognized in the above referenced codes.
Table 2306.4.1 of the lnternational Building Code°.
Table R703.4 of the Intemational Residential Code°.
Table 703.4 of Ihe International One and Two
Family Dwelling Code�.
Flashing shall be installed at all penetrations and
termi nations in accordance wilh the applicable code.
The products shall be manufactured atthe following
locations with quality control inspections by Intertek
Testing Services, Inc. (NER-QA279): '
• Fontana, California
• Cleburne, Texas
• Plant Ciry, Florida
• Tacoma, Washington
• Rose Hill, NSW, Australia
• Carole Park, Queensland, Australia
• Penrose, Auckland, New Zealand
• Waxahachie, Texas
• Blandon, Pennsylvania
• Summerville, South Carolina
• Peru, Illinois
• Santiago, Chile
This report is subject to periodic re-examination. For
information on the current status of this report,
consult the ICC-ES website.
Page 14 of 35 ' ' NERd05
Table 1
STANDARD NOMINAL PLANK & PANEL DIMENSIONS
Product Thicknesses
Type Width Length (Inches)
Hardiplank 4, 5-1/4, 6, 6-1/4, 7-1/4, 7-1/2, 8, �2, 14 feet 5/i6
8-1/4, 9-1/4, 9-1/2 11-1/4 & 12 inches
Hardisoffit 4, 6, 12, 16, 24 8 48 inches 8& 12 feet 3/16 & 1/4
(unvenied)
Hardisoffil 4, 6, 12, 16 & 24 inches 12 feet 1/4
(vented)
Hardiflex 48 inches 8, 9& 10 feet 3/16, 1/4, 5/16 & 3/8
Hardipanel 48 inches 8, 9 8 10 feet 1/4 & 5/16
Harditex 48 inches 8, 9& 10 feet i/4, 5/16, 3/8 8 7l16
Hardipanel Shiplap 48-3l4 inches 8, 9& 10 feet 5/76
Hardibacker 36 & 48 inches 4, 5, 8 feet 1/4 & 7/16
(backerboard)
Hardibacker 500 36 & 48 inches 5, 8, 9, 10 feet 13/32
(backerboard)
Titan 48 inches 8, 9& 10 feet 1/4 & 7/16
(tapered edge)
Hardibacker 36 & 48 inches 4, 5& 8 feet 1/4
(underlayment)
Titan-FR 48 inches 8, 9& 10 feet 5/8
Hardishingle cladding 6, 8, & 12 inches 18 inches 1/4
shingles
Hardishingle panel
(square & staggered 48 inches 16 inches 1/4
edge)
Hardishingle panel qg inches 19 inches 1/4
(halfround)
Compressed Sheet 48 inches 8, 9, 70 feet %, 5/8 & 3/4
Notes to Table 1:
1. Plank and panel products are also available in other lengths, widths, and lhicknesses by special arrangement.
2. 7 inch = 25.4 mm, 1 ft= 304.8 mm
9•
15 of 35
Tahla 9a — MCXIMIIM WINf] SPFF❑
NER-005
Maximum Basic Wind Speed (Mph) for Exposure Category
Uni/orm Standard BOCA Nalional
Product Fastener SNd Height Building Code Building Code Building Code
Product Thick. Fastener Spacing Frame Spacing o( Bltlg
Type (in.) Type (in.) Type' (in.) (ft) B C D <60ft C D B C D
HardiFlex 4d common 20 90 70 - 90 70 - 90 70 -
Hardisoffu 3�16 1-1/2 in. long 6 2 x 4 wood i6 40 80 80 80
(unvented) 60 70 70 70
100 70 70
Hardipanel 4d common 20 90 - 90 - 90 -
HardiFlex 1-1/2 in. long 16 40 80 80 80
Harditex 1/4 8 2+ 4 wood 60 70 70 70
Hardisofft 20 70 70
(unvented) 24 40
HardisoKt 0.083" shank x 2 x 4 0-15 150 140 120 150 150 140 110
(vented) 0.187" HD ZZ 5 20 150 130 120 140 150 130 110
1/4 ringshank nail - SG = 0.40 40 150 130 110 130 150 120 100
at 8" o.c. at all max 60 150 120 110 120 150 110 100
bearing 100 140 105 700 105 90 130 105 90
Hardipanel 6d common 20 120 100 - 120 120 - 120 100 -
HardiFlex 2in.long 40 720 95 120 770 120 90
Harditex 1/4 6 2 x 4 wood 16 60 110 90 120 170 120 90
100 100 85 70 95 70
200 90 80 70 80 70
Hardipanel No. 11 ga. 20 110 80 - 110 80 - 110 80 -
Hardiflex 1-114 in. long i6 40 105 80 105 80 705 80
Harditex galvanized 100 90 70 70 90 70
��4 roofng nail 6 2 x Q Wood 150 80 70 70 80 70
200 80 80
20 80 80
24 40 80 80
100 70 70
Hardipanel No. 11 ga. 20 120 90 - 120 90 - 120 90 -
HardiFlez 1/4 �ga/Ivanized9 4 ed9e 2 x 4 wood 16 60 120 90 iYO� 90 120 90
roofng nail 12 field 100 100 80 80 100 80
200 90 70 70 90 70
Hardipanel 0.091 in. shank, 0-15 110 100 - 100 80 - 715 85 -
HardiFlex 0.225 in. HD, 20 110 95 95 75 770 80
Harditex 5/16 1.5 in. long ring 8�e9d 2 x 4 wood' 16 40 95 85 85 70 95 75
shank nail 60 90 80 80 85 70
100 80 70 70
Hardipanel 4d common 40 110 80 - 110 80 - 110 80 -
HardiFlex 1-112 in. long 16 100 90 70 70 90 70
Harditex 150 80 80
5/i6 8 2 x 4 wood 200 70 70
20 90 90
24 40 80 80
60 70 70
Hardipanel 6d common 20 120 110 - 120 120 - 120 100 -
Hardiflez 2 in. long 40 120 100 120 120 120 90
Harditex 5/16 6 2 x 4 wood 16 60 110 95 120 100 120 80
100 700 90 90 95 70
200 90 80 80
Hardipanel 6d common 20 110 80 - 120 710 - 120 80 -
Hardiflex 2 in. long 40 100 80 105 90 105 80
Harditex 5/16 6 2 x 4 wood 24 60 90 70 95 90 95 70
100 80 70 80
zoo �o �o
Hardipanel 6d common 20 120 120 - 120 120 - 120 100 -
HardiFlex 2 in. long 40 120 720 120 720 720 700
Harditex 5/16 4 2 x q wood 16 60 120 120 120 110 720 90
100 120 110 80 120 80
200 120 700 70 105 70
Hardipanel 6d common 20 120 105 - 120 120 - 720 105 -
HardiAex 2 in. long 40 120 100 120 110 120 95
Harditex 5/16 4 2• 4 wood 24 60 110 90 120 170 720 90
100 100 85 80 100 80
200 90 80 70 80 70
16 of 35
Table 2a—MAXIMUM WIND SPEED
NER-005
Maximum Basic Wintl Speed (Mph) For Exposure Category
Unilorm Standard BOCA Nafional
Product Fastener Stud Height Building Code Building Code Building Code
Product Thick. Fastener Spacing Frame Spacing of Bldg
iype (in.) Type (in.) Type' (in.) ((t) B C D < 60 ft C D B C D
Hardipanel 6d common 40 120 90 - 120 90 - 120 90 -
HardiFlex 5��6 2 in. long 6 edge Z, q wood �g 60 110
Harditex 12 field 100 100 80 80 100 80
200 90 70 70 90 70
Hardipanel 0.092" shank x 0-15 140 110 95 125 150 710 90
Shiplap 2" = 0225" HD 3 edge z" 4 20 130 705 95 120 150 105 85
Panel 5/16 ringshank nail g field �6 40 120 95 90 110 130 95 80
SG = 0.40 60 115 90 85 100 120 90 75
700 105 85 80 80 - 95 80 -
Hardipanel 0.092" shank x 0-15 130 100 90 120 150 105 85
Shiplap 2" x 0.225" HD 4 ed9e 2• 4 20 130 100 90 115 140 100 80
Panel 5/16 ringshank nail 8 ��eld 16 40 115 95 85 100 125 90 75
SG = 0.40 60 110 90 80 95 115 85 75
100 100 80 75 75 - 90 75 -
Hardipanel 0.092" shank x 0-15 130 95 85 115 140 90 80
Shiplap 2" x 0225" HD 5 edge z" 4 z0 120 95 80 110 140 90 80
Panel 5/16 ringshanknail 8feld �6 40 110 85 80 95 120 85 75
SG = 0.40 60 100 80 75 90 110 80 -
100 90 80 70 - - 90 75 -
Hardipanel 0.092" shank • 0-15 120 90 80 105 140 95 75
Shiplap 2" x 0.225" HD 6 ed9e 2• 4 20 115 90 BO 100 130 90 70
Panel 5/16 ringshank nail 8 feld �6 40 110 85 75 90 110 80 70
SG = 0.40 60 100 80 75 85 100 75 -
100 95 75 - - - 80 - -
Hardipanel 0.092" shank • 0-15 110 85 75 100 130 90 70
Shiplap 2" x 0.225" HD � edge Z" 4 20 110 80 70 95 120 85 70
Panel 5/i6 ringshank nail 16 40 100 80 70 85 100 80 -
8 feld SG = 0.40 60 90 75 - 80 90 70 -
100 85 70 - - - 75 - -
Hardipanel 0.092" shank x 0-15 105 80 70 90 120 80 70
Shiplap 2" • 0.225" HD 8 edge 2• 4 20 100 80 70 90 110 80 -
Panel 5/16 ringshank nail 16 40 90 70 - 80 95 70 -
8 feld SG = 0.40 60 85 70 - 75 90 - -
100 80 - - 75 - -
Hardiflex No. 71 ga 20 720 120 - 120 120 - 120 120 -
Harditex 1-314 in. long 40 120 110 120 110 120 110
7/16 galvanized 6 2 x q wood 16 60 120 110 720 100 720 100
roofngnail 100 110 710 90 170 90
200 110 100 80 100 80
Hardishingle 0.063" shank 0-15 100 70 - 80 110 70 -
Panel x0.187" HD 20 90 70 - 80 105 70 -
Straight 1/4 ringshank nail 13.75 - 40 85 70 - 70 90 70 -
Installation intoOSBonly 60 80 - - 70 80 - -
100 70 - - - - 70 - -
Hardishingle 0.083" shank 0-15 90 70 - 80 90 70 -
Panel •0.187" HD 20 90 70 - 60 90 - -
Staggered 1/4 ringshank nail 13.75 - 40 80 - - 70 80 - -
Installation into OSB only 60 70 - - - 70 - -
100 ' ' - ' ' - - '
Hardishingle 0.083" shank x 0-15 150 120 110 150 150 120 100
Panel 0.187" HD 2 x 4 20 150 120 100 150 150 120 100
1/4 ringshank nail - 16 40 140 110 100 130 150 110 90
at each stud SG = 0.40 60 130 705 95 120 140 100 90
100 120 700 90 90 80 110 90 80
Hardishingle 0.083" shank x 0-15 115 90 80 700 130 90 70
Panel 0.187" HD 2• 4 20 110 85 70 100 120 85 70
1/4 ringshank nail - 24 40 105 80 70 90 710 80 -
at each stud SG = 0.40 60 90 75 - 85 100 75 -
100 85 70 - - - 80 - -
17 of 35 ' ' NER-405
Table 2a — MAXIMUM WIND SPEED
Mawmum Basic Wind Speed (Mph) for Exposure Category
Uni7orm Standard BOCA National
Product Fastener Stud Height Building Code Building Code 8uilding Code
Product Thick. Fastener Spacing Frame Spacing of Bldg
Type (in.) Type (in.) Type' (in.) (ft) B C D < 60 ft C D B C D
Hardi(lex Min. No. 8 x 1 20 80 70 - 80 70 - 80 70 -
HardisoKt in. long • 0.323 Min. No. 20 q0 80 80 80
(unvented) 3/76 in. HD ribbed 6 9a. • 3-5/8 �6 60 70 70 70
buglehead �n.x1-3/8 in. 100 70 70
screws metal Gstud
Hardipanel Min. No. B x 1 20 120 90 N/A 120 90 N/A 120 90 N/A
Hardiflex in. long x 0.323 16 40 110 90 110 90 110 90
Harditex in. HD ribbed 60 100 80 100 80 100 80
buglehead Min.No.20 100 90 80 80 90 80
1/4 screws g 9a. • 3-5/8 150 90 70 70 90 70
in.x1-3I8 in. 200 80 70 90 70 80 70
metal C-stud ZO 90 70 80 70 90 70
24 40 80 80
100 70 70
Hardipanel ET & F Min. No. 20 0-15 150 115 100 130 150 120 100
0.100 x 1.5" x 4 edge 9a. x 3.62" x 20 140 110 100 130 150 110 90
5/76 25" HD 1.375" Metal i6 40 130 105 90 120 140 100 90
ES 4144 8 field Gstud 60 120 100 90 710 130 100 80
100 110 95 85 75 - 105 85 70
Hardipanel ET & F Min. No. 20 0-15 120 90 80 105 135 90 75
0.100 • 1.5" x 4 edge 9a. • 3.62" x 20 110 85 75 100 130 90 70
5/i6 25" HD g field ��375" Metal 24 40 100 80 70 90 110 80 70
ES4744 C-stud 60 95 75 70 85 700 75 70
100 85 70 - - - 80 - -
HardiFlex Min. No. 8 x 1 20 120 120 - 120 120 - 120 120 -
Harditex in. long x 0.311 Min. No. 20 40 120 120 120 120 120 120
7/i6 in. HD ribbed 6 9a. > 3-5/8 �6 60 120 110 120 120 120 170
buglehead in.x13/8 in. 100 120 110 90 120 90
screws metal C-stud 200 110 110 80 100 80
rvotes co i aoie za:
1. Values are for species of wood having a specific gravity of 0.42 or greater, unless other.vise noted.
2. Values are for species of wood having a specifc gravity of 0.36 or greater.
18 of 35 ' ' NER-0OS
Table 2b - MAXIMUM WIND SPEED
Mazimum Basic Wintl Speed (Mph) for Exposure
Category
Product Uni/orm Standard BOCA Nafional
(in.) Fastener Stud Height Building Code Building Code Building Code
Product Fastener Spacing Frame Spacing o( Bldg
Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60fl C D B C D
Hardiplank 5/76 4.00 ET 8 F pin Through Min. No. 20 ga. 16 0-15 750 150 150 150 150 150 750
0.100 x 1.5" Overlap x 3.62" x 1.375" 20 150 150 150 150 150 750 150
x 0.25" HD Metal C-stud 40 150 750 150 150 150 150 150
60 150 150 150 150 150 150 140
100 150 150 150 140 120 150 140 120
Hardiplank 5/i6 6.00 ET & F pin Through Min. No. 20 ga. 16 0-15 750 150 140 750 150 750 130
0.100 x 1.5" Overlap • 3.62" • 1.375" 20 150 150 140 150 150 150 730
• 0.25" HD Metal C-stud 40 150 140 130 750 150 140 120
60 150 130 120 150 150 730 110
700 750 130 720 110 100 140 170 700
Hardiplank 5/16 625 ET & F pin Through Min. No. 20 ga. 16 0-15 150 150 140 150 150 750 130
0.100 x 1.5" Overlap x 3.62" • 1.375" 20 150 150 130 150 150 150 120
• 025" HD Metal C-stud 40 750 140 130 150 150 140 120
60 140 130 120 150 150 130 110
100 730 130 120 110 100 130 110 100
Hardiplank 5/16 7.50 ET & F pin Through Min. No. 20 ga. i6 0-15 150 140 120 150 750 140 110
0.100 • 1.5" Overlap x 3.62" x 1.375" 20 150 130 120 150 150 130 170
x 025" HD Metal Gstud 40 150 720 110 130 150 120 105
60 140 120 110 130 750 110 110
700 730 710 700 100 80 120 100 80
Hardiplank 5/16 8.00 ET & F pin Through Min. No. 20 ga. 16 0-15 150 130 110 150 150 130 110
0.100 x 1.5" Overlap x 3.62" • 1.375" 20 150 130 110 150 150 130 110
= 0.25" HD Metal C-stud 40 150 120 110 130 150 120 100
60 130 110 105 12 150 110 90
100 130 110 100 95 90 120 95 85
Hardiplank 5/16 825 ET & F pin Through Min. No. 20 ga. 16 0-15 150 130 110 750 150 130 110
0.100 x 1.5" Overlap = 3.62' x 1.375" 20 150 130 110 140 150 130 100
= 0.25" HD Metal C-slud 40 140 170 100 130 150 175 100
60 130 110 100 720 140 110 90
100 120 105 100 90 80 120 90 80
Hardiplank 5116 9.50 ET 8 F pin Through Min. No. 20 ga. 16 0-15 150 120 105 140 150 120 100
0.700 • 1.5" Overlap • 3.62" x 1.375" 20 750 120 100 130 150 120 100
• 0.25" HD Metal C-stud 40 140 110 100 120 140 710 90
60 120 105 90 110 130 100 90
100 120 100 90 80 75 110 80 75
Hardiplank 5/76 12.00 ET & F pin Through Min. No. 20 ga. i6 0-15 140 110 90 120 150 110 90
0.100 x 1.5" Overlap x 3.62" x 1.375" 20 140 705 90 120 150 110 90
x 0.25" HD Metal C-stud 40 120 100 90 110 130 100 80
60 110 95 85 100 120 90 80
100 705 90 80 75 70 100 75 70
Hardiplank 5/16 4.00 ET 8 F pin Through Min. No. 20 ga. 24 0-15 150 140 130 150 150 150 120
0.100 x 1.5" Overlap = 3.62" x 1.375" 20 150 140 125 150 150 140 120
x 025" HD Metal GsWd 40 150 130 120 150 150 135 110
60 150 125 115 140 150 725 105
100 140 120 100 100 90 130 100 90
Hardiplank S116 6.00 ET 8 F pin Through Min. No. 20 ga. 24 0-15 150 120 100 140 750 120 100
0.100 x 7.5" Ovedap x 3.62" • 1.375" 20 750 115 100 135 750 120 100
• 0.25" HD Metal GsNd 40 730 110 95 120 140 105 90
60 125 100 90 110 130 100 85
100 115 100 90 80 70 110 80 75
Hardiplank 5/16 625 ET & F pin Through Min. No. 20 ga. 24 0-15 150 120 100 135 150 12D 100
OJ00 x 1.5" Overlap x 3.62" x 1.375" 20 150 110 100 130 150 710 95
• 0.25" HD Metal GsWd 40 130 105 95 120 730 105 90
60 120 700 90 110 120 100 80
100 710 95 90 80 70 90 90 70
Hardiplank 5/16 7.50 ET & F pin Through Min. No. 20 ga. 24 0-15 130 100 90 120 150 100 85
0.100 x 1.5" Overlap x 3.62" x 1.375" 20 125 100 85 110 140 100 80
x 0.25" HD Metal Gstud 40 115 90 80 100 120 90 75
60 110 85 80 95 110 80 75
100 100 80 75 75 90 70 -
Page 19 of 35 , , NER�OS
Table 2b-MAXIMUM WIND SPEED
Mazimum Basic Wind Speed (Mph) for Exposure
Category
Product Uniform Sfandard BOCA Nafional
(in.) Fastener SNd Height Building Code Building Coda Building Code
Product Fastener Spacing Frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (inJ (ft) B C D <60ft C D B C D
Hardiplank 5116 8.00 ET & F pin Through Min. No. 20 ga. 24 0-15 130 100 85 115 750 100 80
0.100 x 1.5" Overlap • 3.62" = 1.375" 20 120 95 80 110 740 100 80
• 0.25" HD Metal C-siud 40 110 90 80 100 720 90 75
60 105 85 75 95 710 80 70
100 95 80 70 70 - 90 70 -
Hardiplank 5/16 825 ET & F pin Through Min. No. 20 ga. 24 0-15 125 95 85 110 140 100 80
0.100 x 7.5" Overlap = 3.62" x 1.375" 20 120 90 80 105 740 90 80
x 025" HD Metal C-stud 40 110 85 80 95 720 85 70
60 100 SO 75 90 110 80 70
100 90 60 70 70 - 90 70 -
Hardiplank 5/16 9.50 ET & F pin Through Min. No. 20 ga. 24 0-15 120 90 80 100 130 90 70
0.100 x 7.5" Overlap x 3.62" • 1.375" 20 170 90 75 100 730 90 70
= 025" HD Metal C-stud 40 100 80 70 90 110 80 70
60 90 80 70 85 110 80 -
100 85 70 - - - 80 - -
Hardiplank 5/i6 12.00 ET 8 F pin Through Min. No. 20 ga. 24 0-15 100 80 - 90 120 80 -
0.100 x 7.5" Overlap x 3.62" x 1.375" 20 100 80 - 90 710 80 -
• 0.25" HD Metal C-stud 40 90 70 - 80 90 70 -
60 85 70 - 75 90 - -
100 80 - - - - 70 - -
Hardiplank 5/16 4.00 ET & F Through Min. No. 20 ga. 16 0-15 150 150 150 150 150 150 150
Panelfast top edge x 3.62" • 1.375" 20 150 750 150 150 150 150 150
0.100 x 1.5" of plank Metal C-stud 40 150 750 150 150 150 150 150
x 0.313" HD 60 150 150 150 150 150 150 150
100 150 150 150 150 150 150 150 140
Hardiplank 5/16 6.00 ET & F Through Min. No. 20 ga. 16 0-15 150 110 100 130 140 110 90
Panelfast top edge x 3.62" • 7.375" 20 750 110 700 140 140 105 85
0.100 x 1.5" of plank Metal Gstud 40 130 100 90 120 130 95 80
x 0.313" HD 60 120 100 90 110 120 90 80
100 710 90 80 75 - 95 75 -
Hardiplank S116 6.25 ET & F Through Min. No. 20 ga. 16 0-15 140 110 100 130 150 100 85
Panelfast top edge x 3.62" x 1.375" 20 140 110 90 120 140 700 80
0.100 • 1.5" of plank Metal C-stud 40 120 100 90 115 120 90 75
• 0.313" HD 60 120 95 85 705 110 85 70
100 110 90 80 70 - 90 70 -
Hardiplank 5/16 7.50 ET & F Through Min. No. 20 ga. 76 0-75 120 90 80 110 130 90 70
Panelfast top edge x 3.62" x 1.375" 20 120 90 80 100 120 85 70
0.100 • L5" of plank Metal Gstud 40 110 80 75 95 105 75 -
• 0.313" HD 60 100 80 70 90 95 70 -
100 90 75 70 - - 75 - -
Hardiplank 5/16 8.00 ET & F Through Min. No. 20 ga. 16 0-15 110 90 80 100 120 80 70
Panelfast top edge • 3:62" x 1.375" 20 110 85 70 100 110 80 -
0.100 + 1.5" of plank Metal C-stud 40 100 80 70 90 100 70 -
x 0.313" HD 60 90 70 70 80 90 70 -
100 80 70 - - - 70 - -
Hardiplank 5l16 825 ET & F Through Min. No. 20 ga. 16 0-75 170 90 70 100 120 SO -
Panelfast top edge • 3.62" • 1.375" 20 110 80 70 95 110 80 -
0.100 x 1.5" of plank Metal C-stud 40 700 80 70 85 100 70 -
x 0.373" HD 60 90 70 - 70 90 - -
100 80 70 - - - 70 - -
Hardiplank 5/16 4.00 ET & F Through Min. No. 20 ga. 24 0-15 150 150 150 150 150 150 150
Panelfast top edge x 3.62" x 1.375" 20 150 150 150 150 750 150 150
0.100 x 7.5" of plank Metal C-stud 40 150 150 150 150 750 150 140
x 0.313" HD 60 150 1501 150 150 750 150 130
100 150 50 150 130 110 150 130 710
Hardiplank 5/16 6.00 ET & F Through Min. No. 20 ga. 24 0-15 130 100 90 110 140 95 80
Panelfast top edge • 3.62" x 7.375" 20 120 100 85 110 130 90 70
0.100 x 1.5" oi plank Metal C-stud 40 110 90 85 100 710 80 70
. x 0.313" HO 60 110 85 80 90 705 80 -
100 100 80 70 - - 80 - -
20 of 35 • � NER-0OS
Table 2b — MAJ(IMUM WIND SPEED
Maximum Basic Wind Speed (Mph) (or Exposure
Category
Product Unilorm Standard BOCA National
(in.) Fastener Stutl Height Building Code Building Code Building Code
Product Fastener Spacing Frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (in.) (tQ B C D <60f1 C D B C D
Hardiplank 5/16 6.25 ET & F Through Min. No. 20 ga. 24 0-15 120 95 80 110 130 90 70
Panelfast top edge x 3.62' x 1.375" 20 120 90 80 100 120 85 70
0.100 x 1.5" of plank Metal Gstud 40 110 85 70 90 110 80 -
x 0.313" HD 60 100 80 70 80 90 75 -
100 90 70 70 - - 70 - -
Hardiplank 5/16 7.50 ET & F Through Min. No. 20 ga. 24 0-15 110 90 70 100 120 80 70
Panelfast top edge x 3.62" = 1.375" 20 110 85 70 100 110 80 -
0.100 x 1.5' of plank Metal C-stud 40 100 80 70 90 100 70 -
x 0.313' HD 60 90 75 70 80 90 70 -
100 85 70 - - - 70 - -
Hardiplank 5/16 8.00 ET & F Through Min. No. 20 ga. 24 0-15 700 80 70 90 110 70 -
Panelfast top edge x 3.62" x 1.375" 20 100 75 70 90 100 70 -
0.700 • 1.5" of plank Metal Gstud 40 90 70 - 80 85 - -
* 0.313" HD 60 80 - - 75 80 - -
100 75 - - - - - - -
Hardiplank 5/i6 8.25 ET & F Through Min. No. 20 ga. 24 0-15 90 70 - 80 100 - -
Panelfast top edge x 3.62" x 1.375" 20 90 70 - 80 90 - -
0.100 x 1.5" of plank Metal C-stud 40 80 - - 70 80 - -
• 0.313" HD 60 75 - - 70 70 - -
100 70 - - - - - - -
Hardiplank 5/76 4.00 6d common 2" Through 2 x q 16 0-15 150 150 150 150 150 150 150
long Overlap 20 150 150 150 150 150 150 150
40 150 150 150 150 150 150 750
60 150 150 150 150 150 150 130
100 150 150 140 130 120 150 130 120
Hardiplank 5/16 6.00 6d common 2" Through 2• 4 16 0-15 150 150 135 150 150 150 730
long Overlap 20 150 150 130 150 150 150 130
40 150 150 120 150 150 140 120
60 150 150 120 150 150 130 175
100 150 150 120 110 100 140 110 100
Hardiplank 5116 6.25 6d common 2" Through 2 x 4 16 0-15 150 150 120 150 150 150 130
long Overlap 20 150 150 120 150 750 7501 120
40 150 150 120 150 150 40 120
60 150 130 120 150 150 130 115
100 150 130 110 110 100 150 110 100
Hardiplank 5/i6 7.50 6d common 2" Through 2 x 4 16 0-15 1501 150 120 150 150 140 120
long Overlap 20 50 150 720 750 150 140 120
40 150 730 110 140 150 120 120
60 �150 120 110 130 150 120 115
100 130 110 110 110 90 140 700 90
Hartliplank 5/16 8.00 6d common 2" Through 2 x 4 16 0-15 150 130 120 150 150 140 110
long Overlap 20 150 130 115 150 150 140 110
40 150 120 110 130 150 120 100
60 140 120 105 130 150 115 100
100 130 110 100 95 85 720 95 85
Hardiplank 5/16 8.25 6d common 2" Through 2• 4 76 0-15 150 130 115 150 150 140 170
long Overlap 20 150 130 110 150 150 130 100
40 150 120 110 130 150 120 100
60 140 115 705 720 150 170 100
100 130 110 100 95 80 730 95 80
Hardiplank 5116 9.50 6d common 2" Through 2= 4 76 0-75 150 120 710 740 150 130 105
long Overlap 20 150 120 110 140 150 120 700
40 140 110 100 120 140 120 95
60 130 105 100 120 120 720 90
100 120 100 95 90 80 115 90 80
Hardiplank 5/16 12.00 6d common 2" Through 2 x 4 16 0-15 140 110 95 130 150 110 95
long Overlap 20 140 105 95 120 150 110 90
40 120 100 90 110 140 100 85
60 115 95 85 105 120 95 80
100 710 90 80 80 70 700 80 70
Page 21 of 35 ' � NER-405
.Yfi��l:a �Te�3151�17iVi71.UI99�q�;
Maximum Basic Wind Speed (Mph) for Exposure
Calegory
Product Uni(orm Standard BOCA Nafional
(in.) Fastener SWd HeigM BuiltlingCode BuildingCode BuildingCode
Product Fastener Spacing Frame Spacing of Bldg
Type 7hick. Width Type (in.) Type' (in.) (ft) B C D <60h C D B C D
Hardiplank 5/16 4.00 6d common 2" Through 2 x q 24 0-15 150 130 715 150 150 130 110
long Overlap 20 '150 730 110 140 150 730 110
40 750 120 110 130 150 720 100
60 140 120 '100 120 750 115 95
100 130 110 100 95 80 120 95 80
Hardiplank 5116 6.00 6d common 2" Through 2 x 4 24 0-15 140 710 95 130 120 110 90
long Overlap 20 140 100 95 120 120 170 90
40 130 100 95 710 120 100 80
60 715 95 85 105 120 90 80
100 105 90 80 80 70 100 80 70
Hardiplank S116 6.25 6d common 2" Through 2 x 4 24 0-15 120 105 95 120 120 110 90
long Overlap 20 120 100 90 120 120 700 85
40 720 95 85 110 120 95 80
60 110 90 80 100 120 90 80
100 105 85 80 80 70 100 80 70
Hardiplank S116 7.50 6d common 2" Through 2 x 4 24 0-15 120 95 85 110 120 100 80
long Overlap 20 720 95 85 110 120 95 80
40 '110 85 80 100 120 90 75
60 100 85 75 95 120 85 70
100 95 80 70 70 70 90 70 -
Hardiplank 5116 8.00 6d common 2" Through 2 x 4 24 0-15 120 95 80 110 120 100 80
long Overlap 20 120 95 80 105 120 90 70
40 105 85 70 100 110 80 70
60 700 85 70 90 105 80 70
100 90 75 70 70 - 85 70 -
Hardiplank S116 8.25 6d common 2" Through 2• 4 24 0-15 115 95 80 110 120 95 80
long Overlap 20 115 95 80 100 120 90 75
40 105 85 70 95 110 80 70
60 100 85 70 90 105 75 70
100 90 75 70 85 - -
Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 24 0-15 110 85 75 700 120 90 70
long Overlap 20 170 85 70 95 120 85 70
40 95 75 70 85 100 80 -
60 90 75 - 85 100 70 -
100 85 70 - - - 80 - -
Hardiplank 5l16 12.00 6d common 2" Through 2• 4 24 0-75 70 75 - 90 110 80 -
long Overlap 20 95 70 - 85 110 75 -
40 90 70 - 80 95 70 -
60 80 - - 75 85 - -
700 70 - - - - 70 - -
Hardiplank 5/16 4.00 No. 8-18 x Through Min. No. 20 ga. 16 0-15 150 150 750 150 150 150 150
1-5/8" long = Overlap = 3.62" x 1.375" 20 150 150 150 150 150 150 140
� 0.323" HD Metal Gstud 40 150 150 140 150 150 150 140
ribbed bugie 60 150 150 140 150 150 150 130
head screw 100 150 150 130 130 115 150 130 115
Hardiplank 5/16 6.00 No. 8 x Through Min. No. 20 ga. 76 0-15 150 750 140 150 150 150 120
1-5/8" long x Overlap x 3.62" x 7.375" 20 150 140 140 150 150 140 120
0.323" HD Metal Gstud 40 150 130 130 150 150 130 115
ribbed bugle 60 750 130 130 140 150 120 110
head screw 100 740 120 120 105 95 135 105 95
Hardiplank 5/76 6.25 No. 8 x Through Min. No. 20 ga. 76 0-15 150 140 120 750 750 150 720
1-5/8" long x Overlap x 3.62" • 1.375" 20 150 140 120 150 150 140 120
0.323" HD Metal Gstud 40 150 130 110 140 150 130 110
ribbed bugle 60 150 120 110 140 150 120 105
head screw 700 140 120 110 105 90 130 105 90
Hardiplank 5/16 7.50 No. 8• Through Min. No. 20 ga. 16 0-75 150 130 710 750 150 730 1'10
1-S18" long x Overlap • 3.62" = 1.375" 20 '150 120 110 140 750 730 105
0.323" HD Metal C-stud 40 140 110 105 130 150 115 100
ribbed bugle 60 130 170 100 120 150 110 90
head screw 100 120 100 95 90 BO 115 90 80
22 of 35 • • NER-405
Tahla 9h-M4XIM(IM WINf] SPFFO
Maximum Basic Wind Speed (Mph) for Exposure
Ca�egory
Product Uni/orm Standard BOCA National
(in.) Fastener SWd Height Buildinq Code Building Code Building Code
Product Fastener Spacing Frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60fl C D B C D
Hardiplank 5/16 8.00 No. 8 x Through Min. No. 20 ga. 16 0-15 150 130 110 150 150 130 110
1-5/8" long x Overlap • 3.62" x 1.375" 20 750 720 110 740 150 130 105
0.323" HD Metal Gstud 40 150 710 105 �30 150 115 100
ribbed bugle 60 150 110 100 720 140 710 90
head screw 100 130 700 95 90 80 115 90 80
Hardiplank S116 8.25 No. 8 x Through Min. No. 20 ga. 16 0-15 150 120 110 140 150 130 110
1-5/8" long x Overlap x 3.62" x 1.375" � 20 150 120 170 140 150 120 105
0.323" HD Metal C-stud 40 140 110 105 120 150 115 100
ribbed bugle 60 120 110 100 120 740 105 90
head screw 100 120 100 95 90 80 115 90 80
Hardiplank S116 9.50 No. 8 x Through Min. No. 20 ga. 16 0-15 150 115 100 130 150 120 100
1-5/8" long x Overlap • 3.62" x 1.375" 20 150 110 100 130 150 115 95
0.323" HD Metal Gstud 40 130 170 95 120 � 140 105 90
ribbed bugle 60 120 110 90 110 130 100 85
head screw 100 175 95 85 85 75 110 85 75
Hardiplank 5/16 12.00 No. 8 x Through Min. No. 20 ga. 16 0-15 130 100 90 120 150 110 90
1-5/8" long x Overlap x 3.62" x 1.375" 20 130 100 90 120 150 105 SO
0.323" HD Metal C-stud 40 120 90 80 100 120 95 80
ribbed bugle 60 110 90 80 100 120 90 75
head screw 100 100 85 80 75 - 95 75 -
Hardiplank 5/76 4.00 No. 8 x Through Min. No. 20 ga. 24 0-15 150 150 130 150 150 150 120
1-5/8" long x Overlap • 3.62" • 1.375" 20 150 140 130 150 150 740 120
0.323" HD Metal C-stud 40 150 130 120 150 150 130 110
ribbed bugie 60 150 130 170 140 150 120 110
head screw 100 140 110 110 105 90 135 105 90
Hardiplank 5/16 6.00 No. 8 x Through Min. No. 20 ga. 24 0-15 150 130 105 140 150 120 100
1-5I8" long x Overlap x 3.62" x 1.375" 20 150 130 100 130 750 120 100
0.323" HD Metal C-stud 40 150 110 100 120 740 110 95
ribbed bugle 60 140 705 90 115 130 100 90
head screw 100 130 100 90 85 75 110 85 75
Hardiplank 5/16 625 No. 8 x Through Min. No. 20 ga. 24 0-15 150 120 100 135 150 150 100
1-5/8" long • Overlap • 3.62" • 1.375" 20 150 110 100 130 150 140 95
0.323" HD Metal Gstud 40 130 105 90 120 740 130 90
ribbed bugle 60 120 700 90 170 130 120 85
head screw 100 110 95 90 85 70 110 85 75
Hardiplank S116 7.50 No. 8• Through Min. No. 20 ga. 24 0-15 740 110 90 120 150 110 90
1-5/8" long x Ovedap x 3.62" x 1.375" 20 130 100 90 120 150 105 90
0.323" HD Metal C-stud 40 720 95 85 110 130 95 80
ribbed bugle 60 110 90 80 100 120 90 80
head screw 100 700 90 80 80 70 115 80 70
Hardiplank 5/16 8.00 No. 8 x Through Min. No. 20 ga. 24 0-15 130 105 90 120 750 110 90
7-SIB" long x Overlap x 3.62" x 1.375" 20 130 100 90 115 150 105 85
0.323" HD Metal C-stud 40 120 95 80 105 730 95 80
ribbed bugle 60 110 90 80 100 120 90 75
head screw 100 100 85 80 75 - 95 75 -
Hardiplank 5/16 � 825 No. 8 x Through Min. No. 20 ga. 24 0-15 130 100 90 120 150 105 90
t-5/8" long x Overlap x 3.62" x 1.375" 20 130 100 90 115 150 705 85
0.323" HD Metal Gstud 40 120 90 80 705 720 90 80
ribbedbugle 60 110 90 80 100 i75 85 75
head screw - 100 100 85 75 75 - 95 75 -
Hardiplank 5/16 9.50 No. 8 x Through Min. No. 20 ga. 24 0-15 120 95 80 110 140 100 80
1-5/8" long x Overlap x 3.62" x 1.375" 20 120 90 80 105 140 95 80
0.323" HD Metal C-stud 40 110 85 75 95 120 85 75
ribbed bugle 60 100 80 70 90 110 80 70
head screw 100 90 80 70 70 - 90 70 -
Hardiplank 5116 12.00 No.B • Through Min. No.20ga. 24 0-15 i15 80 70 100 130 90 70
1-5/8" long x Overlap x 3.62" x 1.375" 20 110 80 70 95 120 85 70
0.323" HD Metal C-stud 40 95 75 70 85 100 75 -
ribbed bugle 60 90 70 - 80 95 70 -
head screw 100 80 70 - - - 80 - -
23 of 35 � • NER-405
Table 2b — MAXIMUM WIND SPEED
Maximum Basic Wind Speed (Mph) for Exposure
Category
Product Uniform Sfandard BOCA National
(in.) Fastener Stud Height Building Code Building Code Building Code
Product Fastener Spacing frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60ft C D B C D
Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 150 150 150 150 150
1-7/4"long topedge wood 20 150 150 150 150 'I50 150 150
Galv. roofng of plank 40 150 150 150 150 150 150 150
nail 60 150 150 150 150 150 150 150
100 150 150 150 140 120 150 140 120
Hardiplank 5116 6.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 130
1-1/4"long top edge wood 20 750 �50 130 150 150 150 120
galv. roofng of plank 40 150 140 120 750 150 130 115
nail 60 150 130 120 140 150 130 110
100 150 120 110 110 95 140 170 95
Hardiplank 5116 6.25 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 120
1-1/4"long top edge wood 20 150 140 120 150 150 140 120
galv, roofing of plank 40 150 130 120 150 150 130 110
nail 60 150 130 110 140 150 120 170
100 140 120 170 100 95 135 100 95
Hardiplank 5/16 7.50 No. 11 ga. Through 2 x 4 i6 0-15 150 130 115 150 150 130 110
1-7/4" long top edge wood 20 150 130 110 140 150 130 110
galv. roofng of plank 40 150 120 110 135 150 120 100
nail 60 140 115 105 125 150 110 95
100 130 110 100 95 85 120 95 85
Hardiplank 5/16 B.00 No. 11 ga. Through 2 x 4 i6 0-15 150 130 110 150 150 130 105
1-1/4"long topedge wood 20 150 120 110 140 150 120 100
galv. roofng of plank 40 140 115 100 130 150 115 95
nail 60 130 110 100 120 140 110 95
100 120 110 95 90 80 115 90 80
Hardiplank S116 8.25 No. 11 ga. Through 2 x 4 16 0-15 150 720 110 140 150 130 105
1-1/4"long topedge wood 20 150 720 105 140 150 120 105
galv.roofng ofplank 40 140 110 100 125 150 110 95
nail 60 130 110 100 120 140 105 90
100 120 100 95 90 80 115 90 80
Hardiplank 5116 9.50 No. 17 ga. Through 2• 4 16 0-15 150 110 700 130 150 120 100
1-1/4"long topedge wood 20 140 110 100 130 150 175 95
galv. roofing of plank 40 130 100 90 115 740 100 90
nail 60 120 100 90 110 730 100 85
100 170 95 80 80 70 705 80 70
Hardiplank 5/16 12.00 No. 11 ga. Through 2 x 4 16 0-15 130 100 90 115 150 105 85
1-1/4"long top edge wood 20 120 100 80 110 140 100 80
galv. roofng of plank 40 110 90 80 100 120 95 75
nail 60 110 80 80 95 170 85 75
100 100 80 75 75 - 90 75 -
Hardiplank 5/i6 4.00 No. 11 ga. Through 2 x 4 24 0-15 150 150 140 150 150 150 130
1-1/4" long top edge wood 20 150 150 140 150 150 150 130
galv. roofng of plank 40 150 150 130 150 150 140 120
nail 60 150 140 130 150 150 140 120
700 750 730 120 115 105 150 115 105
Hardiplank 5/16 6.00 No. 71 ga. Through 2• q 24 0-15 150 120 110 140 150 130 105
1-t/4" long top edge wood 20 150 120 705 740 150 120 105
galv. roofng of plank 40 140 110 100 125 750 110 95
nail 60 130 110 100 175 140 105 90
100 120 100 100 90 80 110 90 80
Hardiplank 5116 625 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 125 100
1-1/4"long top edge wood 20 750 720 100 130 150 120 100
galv. roofng of plank 40 130 110 100 120 150 110 95
nait 60 120 110 95 170 730 705 90
100 120 100 90 85 80 110 85 80
Hardiplank 5/16 7.50 No. 11 ga. Through 2 x 4 24 0-t5 140 110 95 120 150 115 90
1-1/4"long top edge wood 20 140 105 90 120 150 170 90
galv. roofng of plank 40 120 100 90 110 130 100 80
nail 60 120 95 85 100 120 95 80
100 110 90 70 80 70 100 80 70
Page 24 of 35 � • NERd05
Table 2b— MAXIMUM WIND SPEED
Maximum 8asic Wind Speed (Mph) (or Exposure
Category
Product Uni/orm Stantlard BOCA Nafional
(i� � Fastener SWd Height Builtling Code Building Code Builtlinq Code
Product Fastener Spacing Frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (in.) (N) B C D <60ft C D B C D
Hardiplank 5/76 8.00 No. 17 ga. Through 2 x 4 24 0-15 130 700 90 120 150 110 90
1-1/4^long topedge wood 20 130 100 90 175 750 105 80
galv. roofing of plank 40 120 95 80 105 120 95 80
nail 60 120 95 80 100 110 90 75
100 110 90 70 90 - 95 90 -
Hardiplank S116 8.25 No. 11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 85
1-1/4"long tap edge wood 20 130 100 90 710 140 105 85
galv. roofng of plank 40 120 95 80 100 120 90 80
nail 60 110 95 80 95 110 90 75
ioo ioo so �s �s - so �o -
Hardiplank 5/16 9.50 No. 11 ga. Through 2• 4 24 0-15 120 95 80 110 140 100 80
1-1/4"long top edge wood 20 120 90 80 105 � 130 90 75
galv. roofing of plank 40 110 90 70 95 115 85 70
nail 60 100 85 70 90 105 80 70
100 95 75 70 70 - 85 70 -
Hardiplank 5/i6 12.00 No. 11 ga. Through 2• 4 24 0-15 110 80 70 90 720 85 70
1-1/4" long top edge wood 20 110 80 70 90 120 80 70
galv. roofing of plank 40 100 80 70 80 105 75 -
nail 60 80 80 - 80 90 70 -
100 80 80 - - - 80 - -
Hardipiank 5/16 4.00 No. 8 x 1-7/4 Through Min. No. 20 ga. 16 0-15 150 150 150 150 150 150 150
in. long x 0.375 top edge X 3.62" x 1.375" 20 150 150 150 150 150 150 140
in. HD ribbed of plank Metal C-stud 40 150 150 150 150 150 150 130
waferhead 60 150 150 150 160 150 150 130
screws 100 150 140 140 - 150 120 110
120 110
Hardiplank 5/16 6 No. 8 x 1-1/4 Through Min. No. 20 ga. i6 0-15 150 140 125 150 150 150 120
in. long z 0.375 tap edge X 3.62" x 1.375" 20 150 140 120 150 150 140 720
in. HD ribbed of plank Metal C-stud 40 750 730 115 140 150 130 170
waferhead 60 150 120 110 140 150 120 105
screws 100 140 120 110 - 730 100 90
100 90
Hardiplank 5/16 6-1/4 No. 8 x 1-1/4 Through Min. No. 20 ga. 16 0-15 150 140 120 150 150 140 125
in. long x 0.375 top edge X 3.62" x 1.375" 20 150 140 720 150 150 140 115
in. HD ribbed of plank Metal C-stud 40 150 130 110 740 150 130 110
waferhead 60 750 120 110 130 150 120 105
screws 700 135 110 100 - 130 100 90
100 90
Hardiplank 5/16 7-1/2 No. 8 x 1-1/4 Through Min. No. 20 ga. 16 0-15 150 130 110 150 150 135 110
in. long z 0.375 top edge X 3.62' x 1.375" 20 150 120 105 740 750 130 100
in. HD ribbed of plank Metal C-stutl 40 140 115 105 130 750 120 100
waferhead 60 140 100 105 130 140 110 95
screws 100 125 95 95 - 90 80 115 90 80
Hardiplank 5/16 8 No. 8 x 1-1/4 Through Min. No. 20 ga. 16 0-15 150 125 110 140 150 130 100
in. long x 0.375 top edge X 3.62" x 1.375" 20 150 120 105 140 150 120 100
in. HD ribbed of plank Metal C-stud 40 140 110 700 125 140 110 90
waferhead 60 130 110 100 120 130 105 90
screws 100 120 100 95 - 90 85 115 90 80
Hardiplank 5/16 8-1l4 No. 8 x 7-1/4 Through Min. No. 20 ga. 16 0-15 150 120 110 140 750 125 105
in. long x 0.375 lop edge X 3.62" x 1.375" 20 150 120 105 130 150 120 100
in, HD ribbed of plank Metal C-stud 40 140 110 100 125 140 110 95
waferhead 60 130 105 95 1'IS 730 100 90
screws 100 120 100 90 - 110 85 75
85 75
Hardiplank 5/76 9-7/2 No. 8 x 1-1/4 Through Min. No. 20 ga. 16 0-15 150 115 100 130 750 120 100
in. long x 0.375 top edge X 3.62" x 1.375" 20 140 110 100 130 - 150 110 90
in. HD ribbed of plank Metal C-stud 40 130 105 90 120 140 100 90
waferhead 60 120 100 90 110 720 95 85
screws 100 110 90 85 - 85 80 100 85 80
25 of 35 . . NER-0OS
Tabie 2b — MAXIMUM WIND SPEED
Maximum Basic Wind Speed (Mph) for Exposure
Category
Producl Uni/orm Sfandard BOCA National
(in.) Fastener SWd Height Building Code Building Code euilding Code
Product Fastener Spacing Frame Spacing ot Bldg
Type Thick. Width Type (in.) Type' (in.) ((t) B C D <60fl C D B C D
Hardiplank 5/76 4 No. 8 x'I-tl4 Through Min. No. 20 ga. 24 0-15 150 140 125 150 150 150 120
in. long x 0.375 top edge X 3.62" x 1.375" 20 150 740 120 750 150 140 120
in. HD ribbed of plank Metal C-stud 40 750 130 115 740 150 130 110
waferhead 60 150 720 110 740 150 120 105
screws 100 140 120 110 - 100 90 130 100 90
Hardiplank 5/16 6 No. 8 x 1-1/4 Through Min. No. 20 ga. 24 0-15 150 120 100 130 150 120 100
in, long x 0.375 top edge X 3.62" x 1.375" 20 150 110 100 130 150 115 95
in. HD nbbed of plank Metai Gstud 40 130 105 90 120 135 105 90
waferhead 60 120 100 90 110 130 100 85
screws 100 110 95 90 - 85 75 105 85 75
Hardiplank 5/16 6-1/4 No. 8 x 1-1/4 Through Min. No. 20 ga. 24 0-15 150 115 100 130 150 120 100
in, long x 0.375 top edge X 3.62" x 1.375" 20 140 170 100 130 750 115 90
in. HD ribbed of plank Metal Pswd 40 130 105 95 115 140 105 90
waferhead 60 120 100 90 110 130 100 85
screws 100 770 95 85 - 85 70 105 85 70
Hardiplank 5/16 7-i12 No. 8 x 1-1/4 Through Min. No. 20 ga. 24 0-15 140 105 90 120 150 110 90
in. long x 0.375 top edge X 3.62" x 1.375" 20 130 100 90 115 750 100 85
in. HD ribbed of plank Metal Gstud 40 120 95 85 105 730 90 75
waferhead 60 110 90 80 100 120 75 75
screws 100 100 85 70 - NA NA 90 NA NA
Hardiplank 5/16 8 No. B x 1-1/4 Through Min. No. 20 ga. 24 0-15 730 100 90 720 750 105 85
in. long x 0.375 top edge X 3.62" x 1.375" 20 130 100 85 715 140 100 85
in. HD ribbed of plank Metal Gstud 40 120 90 80 100 125 90 75
waferhead 60 10 85 80 95 115 85 75
screws 100 100 60 75 - 75 NA 90 75 NA
Hardiplank 5116 8-1/4 No. 8 x 1-1/4 Through Min. No. 20 ga. 24 0-15 130 100 90 110 150 105 85
in. long x 0.375 top edge X 3.62" x 1.375" 20 125 100 85 710 140 100 85
in. HD ribbed of plank Metal C-sWd 40 115 90 80 100 125 90 75
waferhead 60 105 85 80 95 110 85 75
screws 100 100 80 75 - 75 NA 90 75 NA
Hardiplank 5116 9-1/2 No. 8 x 1-1/4 Through Min. No. 20 ga. 24 0-15 120 90 80 '110 140 100 80
in. long x 0.375 top edge X 3.62" x 1.375" 20 120 90 80 105 130 90 75
in. HD ribbed of plank Metal C-stud 40 105 85 75 95 115 80 70
waferhead 60 100 80 75 90 105 75 70
screws 100 90 75 NA - NA NA 85 NA NA
Hardiplank 5/76 4.00 0.089" shank • Through 2• 4 16 0-75 150 115 100 130 150 120 95
0.221" overlap 20 140 110 95 125 150 710 95
HD • 2" long 40 130 105 90 115 140 100 90
galv. siding nail 60 120 100 90 170 130 95 85
100 110 90 85 80 70 105 80 70
Hardiplank 5/i6 6.00 0.089" shank x Through 2 x 4 16 0-15 720 90 85 170 740 95 80
0.221" overlap 20 720 90 80 100 730 90 70
HD x 2" long 40 105 80 75 90 110 85 70
galv. siding nail 60 700 80 70 90 105 80 70
700 90 75 70 - - 90 - -
Hardiplank 5/i6 6.25 0.089" shank x Through 2 x 4 16 0-15 120 90 80 100 140 95 70
0.221" overlap 20 105 90 80 700 730 90 70
HD x 2" long 40 105 85 70 90 770 80 70
galv. siding nail 60 95 80 70 85 105 75 -
100 90 75 - - 90 - -
Hardiplank 5/76 7.50 0.089" shank • Through 2 x 4 16 0-15 110 80 70 90 120 85 70
0.221" overlap 20 100 80 70 90 120 80 70
HD x 2" long 40 90 75 - BO 100 75 -
galv. siding nail 60 85 70 - 80 95 70 -
100 80 70 - - - 75 - -
Hardiplank 5/16 8.00 0.089" shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70
0.221" overlap 20 100 80 70 90 115 80 -
HD x 2" long 40 90 70 - 80 100 70 -
galv. siding nail 60 80 70 - 75 90 70 -
' 100 75 - - - - 70 - -
Page 26 of 35 • . NER-405
Table 2b - MAXIMUM WIND SPEED
Maximum Basic Wind Speed (Mph) for Exposure
Ca�egory
Product Uni/orm Standard 80CA Na[ional
(in.) Fastener Stud Height Builtling Code Building Cotle Building Code
Product Fastener Spacing Frame Spacing of Bldg
Type Thick. Wid�h , Type (in.) Type' (in.) (ft) B C D <60ft C D B C D
Hardiplank 5/16 825 0.089" shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 -
0.221" overlap 20 100 80 70 90 110 80 -
HD x 2" long 40 90 70 - 80 700 70 -
galv, siding nail 60 80 70 - 75 90 70 -
100 75 - - - - 70 - -
Hardiplank S116 9.50 0.089" shank x Through 2 x 4 16 0-15 100 70 - 80 110 75 -
0.221" overlap 20 90 70 - 80 105 70 -
HD • 2" long 40 80 - - 75 90 - -
galv, siding nail 60 80 - - 70 85 - -
100 70 - - - - - -
Hardiplank S116 12.00 0.089" shank x Through 2 x 4 16 0-15 90 - - 70 100 70 -
0.221" overlap 20 80 - - 70 90 - -
HD x 2" long 40 70 - - - 80 - -
galv. siding nail 60 70 - - - 70 - -
100 ' ' ' - - ' ' '
Hardiplank 5/16 4.00 0.089" shank x Through 2� 4 24 0-15 120 90 80 710 140 95 80
0.221" overlap 20 120 90 80 705 130 90 75
HD x 2" long 40 105 85 75 90 110 85 70
galv. siding nail 60 100 80 70 90 105 80 70
100 90 75 - - - 90 - -
Hardiplank 5/16 6.00 0.089" shank x Through 2 x 4 24 0-15 700 70 - 90 115 80 -
0.221" overlap 20 90 70 - 85 115 75 -
HD x 2" long 40 85 70 - 75 90 70 -
galv. siding nail 60 80 - - 70 85 - -
100 70 - - - - 70 - -
Hardiplank 5116 625 0.089" shank x Through 2 x 4 24 0-15 700 70 - 85 110 75 -
0.221" overlap 20 90 70 - 80 105 7D -
HD = 2" long 40 85 - - 75 90 - -
galv. siding nail 60 80 - - 70 80 - -
100 70 - - - - 70 - -
Hardiplank 5/16 7.50 0.089" shank x Through 2 x q 24 0-15 90 70 - 80 105 70 -
0.221" overlap 20 85 70 - 75 100 70 -
HD x 2" long 40 80 - - 70 85 - -
galv. siding nail 60 70 - - - 80 - -
100 70 - - - - - - -
Hardiplank 5/16 5.00 0.089" shank • Through 2+ 4 24 0-15 80 - - 70 100 - -
0.227" overlap 20 80 - - 70 90 - -
HD z p^ long 40 75 - - - 80 - -
galv. siding nail 60 70 - - - 70 - -
100 - ' ' ' ' ' ' '
Hardiplank 5l16 8.25 0.089" shank x Through 2 x 4 24 0-15 80 - - 70 100 - -
0.221" overlap 20 80 - - 70 90 - -
HD x 2" long 40 75 - - - 80 - -
galv. siding nail 60 70 - - - 70 - -
100 ' ' - - ' ' ' '
Hardiplank 5/16 9.50 0.089" shank • Through 2 x 4 24 0-15 80 - - 70 90 - -
0221" overlap 20 70 - - - 80 - -
HD • 2" long 40 - - - - 70 - -
galv. siding nail 60 - - - - 70 - -
100 - ' ' - - ' ' -
Hardiplank 5116 12.00 0.089" shank x Through 2 x 4 24 0-15 70 - - - 80 - -
0.221" overlap 20 - - - - 80 - -
HD • 2" long 40 - - - - - - -
galv. siding nail 60 - - - - - - -
100 - ' - - - - - -
Hardiplank 5/16 4.00 0.093" shank x Through 2 x 4 16 0-15 150 130 110 150 150 130 110
0.222" topedge 20 150 120 170 140 150 130 705
HD = 2" long of plank 40 140 115 100 130 150 115 100
galv. siding nail 60 140 110 100 120 140 710 95
100 125 100 95 90 80 110 90 80
27 of 35 • • NER-405
T�hla'lh _ MAYIMIIM WINf] CPFFII
Maximum Basic Wind Speed (Mph) for Ezposure
Ca�egory
Product Uni/orm Standartl BOCA National
(in.) Fastener Stud Height Building Code Building Code Building Code
Pmduct Fastener Spacing Frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (in.) ((t) B C D <60N C D B C D
Hardiplank 5/76 6.00 0.093" shank • Through 2 x 4 16 0-15 130 100 80 170 150 100 80
0.222" top edge 20 120 95 80 110 140 95 80
HD x 2" long of plank 40 710 90 80 700 120 90 75
galv. siding nail 60 100 85 75 90 110 85 70
100 95 80 70 75 - 90 75 -
Hardiplank 5/16 6.25 0.093" shank x Through 2 x 4 i6 0-15 720 90 80 110 140 100 80
0.222" top edge 20 120 90 80 700 130 95 75
HD x 2" long of plank 40 105 80 75 95 115 85 70
galv. siding nail 60 100 80 70 90 110 70 70
100 90 75 70 70 - 95 70 -
Hardiplank S116 7.50 0.093" shank x Through 2• 4 i6 0-15 110 85 75 100 130 90 70
0222" top edge 20 110 80 70 95 120 85 70
HD • 2" long of plank 40 95 80 70 85 105 80 -
galv. siding nail 60 90 75 - 80 95 70 -
100 80 70 - - - 85 - -
Hardiplank 5/i6 8.00 0.093" shank x Through 2 x 4 76 0-15 100 80 70 90 120 85 70
0.222" top edge 20 100 80 70 90 115 80 70
HD x 2" long o( plank 40 90 75 - 80 100 75 -
galv. siding nail 60 80 70 - 80 90 70 -
100 80 - - - - 80 - -
Hardiplank 5/16 8.25 0.093" shank • Through 2 x 4 16 0-15 100 80 70 90 120 80 70
0.222" top edge 20 100 80 - 90 715 80 -
HD x 2" long o( plank 40 90 75 - 80 100 70 -
galv, siding nail 60 80 75 - 75 90 70 -
100 75 - - - - 80 - -
Hardiplank 5/16 9.50 0.093" shank x Through 2 x 4 i6 0-15 100 75 - 80 710 80 -
0222" rop edge 20 90 70 - 80 170 75 -
HD x 2" long of plank 40 80 - - 70 90 70 -
galv. siding nail 60 80 - - 70 80 - -
100 70 - - - - - - -
Hardiplank 5/16 12.00 0.093" shank x Through 2• 4 16 0-15 90 - - 70 100 70 -
0.222" top edge 20 80 - - 70 90 - -
HD x 2" long of plank 40 75 - - - 80 - -
galv. siding nail 60 70 - - - 70 - -
700 - - - - - - ' '
Hardiplank 5/16 4.00 0.093" shank • Through 2• 4 24 0-15 140 105 95 120 150 110 90
0.222" top edge 20 130 100 90 115 150 105 85
HD • 2" long of plank 40 120 95 85 105 130 95 80
galv. siding nail 60 115 90 80 700 120 90 75
100 105 85 80 75 - 95 75 -
Hardiplank 5/16 6.00 0.093" shank • Through 2 x 4 24 0-75 100 80 70 90 120 80 -
0.222" top edge 20 100 80 - 90 110 80 -
HD • 2" long of plank 40 90 70 - 80 100 70 -
galv. siding nail 60 85 70 - 75 90 70 -
100 75 - - - - 75 - -
Hardiplank 5/76 625 0.093" shank x Through 2 x 4 24 0-15 100 80 70 90 120 70 -
0222" top edge 20 100 75 - 85 110 70 -
HD x 2" long of plank 40 90 70 - 80 95 - -
galv. siding nail 60 85 - - 75 85 - -
100 75 - - - - 70 - -
Hardiplank 5/16 7.50 0.093" shank x Through 2• 4 24 0-15 90 70 - 80 100 70 -
0.222" top edge 20 90 - - 75 100 70 -
HD x 2" long of plank 40 80 - - 70 85 - -
galv. siding nail 60 70 - - - 75 - -
100 - ' ' - ' ' ' -
Hardiplank 5I16 8.00 0.093" shank x Through 2• 4 24 0-15 90 - - 80 100 70 -
0.222" top edge 20 85 - - 75 100 70 -
HD x 2" long of plank 40 75 - - 70 80 - -
galv. siding nail 60 70 - - - 75 - -
100 ' - - ' - ' - -
Page 28 of 35 . NER-405
Tahie 26—MAXIMUM WIND SPEED
Maximum Basic Wind Speed (Mph) for Exposure
Category
Product Unitorm Sfandard BOCANational
(in.) Fastener Stud Height Building Code Building Code Building Code
Product Fastener Spacing Frame Spacing of Bldg
Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60ft C D B C D
Hardiplank S116 8.25 0.093" shank • Through 2• 4 24 0-15 85 - - 70 100 70 -
0.222" top edge 20 85 - - 70 95 - -
H� x 2" long of plank 40 70 - - - 85 - -
galv. siding nail 60 70 - - - 75 - -
100 ' ' - ' ' - - '
Hardiplank 5/16 9.50 0.093" shank • Through 2 x 4 24 0-15 80 - - 70 90 - -
0.222" top edge 20 80 - - 70 90 - -
HD • 2" long of plank 40 70 - - - 75 - -
galv. siding nail 60 - - - • 70 - -
700 ' ' - - ' ' ' - -
Hardiplank 5/16 12.00 0.093" shank = Through 2 x 4 24 0-15 70 - - - 70 - -
0.222" rop edge 20 - - - - 80 - -
HD x 2" long of plank 40 - - - • - - -
galv. siding nail 60 - - - - - - -
100 ' - - - - - ' -
Hardiplank 5/16 9.50 0.091" shank, Face 7/16" thick APA - 0-15 100 80 - 90 115 80 -
0.221" HD, 1.5" nailed rated OSB 20 95 75 - 85 770 75 -
long corrosion through sheathing or 40 85 70 - 80 - 90 70 -
resistant nail the equivalent solid 60 80 - - 75 - 85 - -
overlap sheathing 100 70 - - • - 70 -
@ �2�� -
o.c. - -
Notes to Table 2b:
1. Values are for species o( wood having a specifc gravity of 0.42 or greater, unless othenvise noted.
Page 29 of 35 , . NER-405
Ta61e 3— SHEAR VALUES ALLOWABLE LOADS IN POUN�S PER LINEAL FOOT FOR PANEL SHEAR WALLS� �
Product Fastener Stud Shear
Product Thickness Fastener Spacing Frame Spacing Value
Type (inch) Type (inch) Types (inch) (pl�
Hardiflex 3/16 4d common 1-1/2 in. long 6 2• 4 wood' 16 145
Hardisofft
Hardipanel 1l4 . 4d common 1-112 in. long 8 2 x 4 wood 5 16 & 24 120
Hardiflex
Hardisofflt
Hardibacker 1/4 0.086 in. x 1-3/8 in. 6 2 x 4 woods 16 & 24 140
Titan long gypsum wall board nail
Hardipanel 7/4 6d common 2 in. long 6 2 x 4 wood 5 16 190
Hardiflex
Hardipanel i/4 No. 71 ga. 1-1/4 in. long 6 2 x 4 wood s 16 8 24 180
Hardiflex galvanized roofing nail
Harditex
Hardibacker
Titan
Hardipanel 1/4 ' No. 71 ga. 7-1/4 in. long 4 edge 2• 4 woods i6 8 24 265
Hardiflex galvanized roofing nail 12 feld
Harditez
Hardibacker
Titan
Hardipanel 1l4 No. 17 ga. 1-1/4 in. long 3 edge� 2 x 4 woods i6 & 24 295
HardiFlex galvanized roofng nail 6 feld w/48 in.
Harditex mid-height
Hardibacker block
Titan
Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 3 edge 2 x 4 wood° 16 268
ring shank nail 8 field
Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 4 edge 2• 4 wood° 76 238
ring shank nail 8 field
Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 5 edge 2 x 4 wood° 16 208
ring shank nail 8 field
Shiplap 5/16 0.092 in. shank, 0225 in. HD, 2 in. long 6 edge � 2• 4 wood° i6 179
ring shank nail 8 field
Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 7 edge 2• 4 wood' 16 149
ring shank nail 8 feld
Shiplap 5/i6 0.092 in. shank, 0.225 in. HD, 2 in. long 8 edge 2 x 4 wood° 16 179
ring shank nail B feld
Hardipanel 5/16 0.091 in. shank, 0.225 in. HD, 1.5 in. 4 edge 2 x 4 wood' 16 198
Hardiflex long ring shank nail 8 field
Hardipanel 5/i6 4d common 1-1/2 in. long 8 2• q woods 16 8 24 120
HardiAex
Hardipanel 5/76 6d common 2 in. long 6 2 x 4 woods 16 200
HardiFlex
Nartlipanel 5/16 6d common 2 in. long 6 2 x 4 wood' 24 153
Hardiflex
Hardipanel 5/i6 6d common 2 in. long 4 2 x q woods 16 233
HardiOex
Hardipanel 5/16 6d common 2 in. long 4 2• 4 wood' 24 212
Hardiflex
Hardipanel 5/16 6d common 2 in. long 6 edge 2 x q wood 5 16 157
Hardiflex 12 field
Hardipanel 5/16 6d common 2 in, long 6 edge 2 x 4 woods 24 145
HardiFlex 12 feld
Hardipanel 5/16 No. 11 ga. 1-1/2 in. long 6 2• q wood' 16 200
HardiOex galvanized roofng nail
Harditex
Hardibacker
Hardipanel 5/16 No. 17 ga. 1-1/2 in. long 4 edge 2 x q wood° 16 280
Hardiflex galvanized roofing nail 12 field
Harditex
Hardibacker
30 of 35 • • NERd05
Tahle 3— SHEAR VALl1ES ALLOWAHLE LOADS W POUNDS PER LINEAL FOOT POR PANEI SHEAR WALLS'''
Product Fastener Stud Shear
Product Thickness Fastener Spacing Frame Spacing Value
Type (inch) Type (inth) Types (inch) (pl�
Hardipanel 5/16 No. 11 ga. 1-1/2 in. long 3 edge 2 x 4 wood' 16 340
HardiFlex galvanized roofng nail 6 field w/48 in.
Harditex mid-height
Hardibacker block
HardiFlex 7/i6 No. 11 ga. 1-3/4 in. long 6 2• 4 wood' 16 280
Hardipanel galvanized roofng nail
Harditex
Hardibacker
Titan
HardiFlex 3/i6 Min. No. 8 x 1 in. long x 0.323 in. HD 6 Min. No. 20 16 140s
Hardisoffit ribbed buglehead screws ga. • 3-5l8 in.
x 7-3/8 in.
metal Gstud
Hardipanel 1/4 Min. No. 8 x 1 in. long x 0.323 in. HD 6 Min. No. 20 16 8 24 125s
HardiAex ribbed buglehead screws ga. x 3-5/8 in.
Harditex x 1-3/8 in.
Hardibacker metal GsWd
Titan
Hardipanel 5116 Min. No. 8 x 1 in. long x 0.323 in. HD 6 Min. No. 20 16 160°
HardiFlez ribbed buglehead screws ga. • 3-5/8 in.
Harditex x 1-3/8 in.
Hardibacker metal Pstud
Hardipanel 7/16 Min. No. 8 x 1 in. long x 0.311 in. HD 6 Min. No. 20 16 162°
HardiFlez ribbed buglehead screws ga. • 3-5/8 in.
Harditex x1-3/8 in.
Hardibacker metal Gstud
Titan
Hardipanel SI16 ET & F 1-1/2 in. long = 0.10" knurletl 4 edge Min. No. 20 16 154
Hardiflex shank x 0.25" HD pin fastener 8 field ga. • 3-5/8 in. x
Harditex (AKN100-0150NA) 73/8 in. metal
GsNd
Hardipanel 5/76 ET & F 1-1/2 in. long x 0.70" knurled 4 edge Min. No. 20 24 133
Hardiflex shank • 0.25" HD pin fastener 8 field ga. • 3-5/8 in. •
Harditex (AKN100-0150NA) 1-3/8 in. metal
Gstud
1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs.
2. The maximum height-to-length ratio for construction in this Table is 2:1.
3. Values are for species of wood having a specif c gravity of 0.36 or greater.
4. Values are for species of wood having a specifc gravity of 0.40 or greater.
5. Values are for species of wood having a specifc gravity of 0.42 or greater, unless othervvise noted.
6. Under the Uniform Building CodeT", Ihese steel-framed assemblies are limited to wind load resistance only.
7. 1 inch = 25.4 mm, lplf = 14.59 N/m
Page 31 of 35
Table 4—"K" and "R" VALUES FOR FIBER-CEMENT PRODUCTS
NERd05
Protluct Thermal Thermal Actual Thermal Actual Thermal
Thickness' Conductivity' Resistance' Conductivit� Resistance�
(inch) K,,, = Btu/hr-ft'-°F R= 1/K,n (K,,,) OO )
1/4 1.95 0.51 7.80 0.13
5/16 2.07 0.48 6.62 0.15
3/8 2.18 0.46 5.81 0.17
13/32 8.39 0.12 20.07 0.05
7/1& 2.30 0.44 526 0.19
Notes to Table 4:
1. Based on 1 inch of panel thickness.
2. Actual value for panel thickness shown.
3. SI units conversion: 1 inch = 25.4 mm, 1 Btu/h-ft' °F = 5.678 W/m'-K
Table 5— PERMEANCE VALUES FOR FIBER-CEMENT PRODUCTS
ProductThickness' Permeance
(inch) (perms)
1 /4 1.75
5/16 1.54
3/8 1.32
13/32 2.84
7/16 1.10
Note to Table 5:
1. SI units conversion: 1 inch = 25.4 mm, 1 perm = 57 mg/(s•m'•Pa)
Page 32 of 35
Sheathing Type
Minimum 15/32 inch
thick plywood
complying with DOC
PS 1-95
Tabie 6A
BOCA� Nafiona/ Buftding Code/1399
ALLOWABLE BASIC WWp SPEEDS (MILES PER NOUR) FOR
HAftDISHINGIE'" CIADDING EXTERIOR WALL FlNISH
FastenerType
Min. 0.121 in. shank
x 0.377 in. HD x 1-
1/4 in. long corrosion
resistant roofing nail
Weather Exposure and
FastenerLocation
8 inch exposure
2 roofing nails
9 inches from butt edge
7 inch exposure
Z roofing nails
8 inches from butt edge
6 inch exposure
2 roofing nails
7 inches from butt edge
0-15
20
40
60
100
200
0-15
20
40
60
100
200
0-15
zo
40
60
100
200
of
Table 68
SBCGI - 1999 Standard 8uilding Code"
ALl.6WA84.E i3ASiC WIND SPEEDS (MILES PEF2 HOUR) FOR
HARQISHINGLET"^ CLADDING EXTERIOR WALL FINISN
B
110
110
110
110
80
70
110
110
110
110
95
80
110
i�o
110
110
105
90
NERd05
re Category
C
95
90
80
75
110
105
95
90
75
70
110
iio
105
100
85
75
Weather Exposure and Height of Exposure Category
Sheathing Type FastenerType FastenerLocation Building(feet) Standard Coastal
8inch exposure 0-15 105 105
2 roofing nails 20 100 100
9 inches from butt edge 40 90 90
Minimum 15/32 inch Min. 0.121 in. shank 60 85 85
thick plywood x 0.379 in. HD x 1- 7 inch exposure 0-20 110 i 10
complying with DOC 1/4 in. long corrosion 2 roofing nails 40 100 100
PS 1-95 resistant roofing nail 8 inches from butt edge 60 95 95
6 inch exposure 0-60 110 110
2 roofing nails 100 75 75
7 inches from butt edge 200 70 70
Table 6C
ICBO -'1997 Uniform Building Code'"'
AL�OWA6LE BASIC WIND SPEE�S (MIi.ES PER HQUR) FOft
HAROISHINGLE'TM CLADDING EXTERtOR WAIL PINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building (feet) B C
0-20 1�0 90
Sinch exposure 40 100 80
2 roofing nails 60 95 75
9 inches from butt edge 100 90 70
200 80 70
Minimum 15/32inch Min.0.121in.shank 0-20 110 105
thick plywood x 0.371 in. HD x 1- 7 inch exposure 40 110 95
complying with DOC 1/4 in. long corrosion 2 roofing nails 60 110 90
PS 1-95 resistant roofin nail $ inches from butt edge 100 . 105 85
9 200 95 80
0-20 110 110
6 inch exposure 40 110 705
2 roofing nails 60 110 100
7 inches from butt edge 100 110 95
200 100 90
Notes to i abies tia, titt and tic:
1. Table values are based on an importance factor of 1.0
2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h
Page 33 of 35 NER-405
Minimum 7/i6 inch
thick OSB sheathing
complying with DOC-
PS 2-95
Minimum 7/16 inch
thick OSB shealhing
complying with DOC-
PS 2-95
Table 7A
BOCA�y National Building Code11999
ALIOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR
HARDISHINGLET" CLADDING EXTERIOR WALL FINISH
FastenerType
Min. 0.091 in. shank
x 0221 in. HD x 1-1/2
in. long corrosion
�esistant siding nail
Weather Exposure and
FastenerLocation
8 inch exposure
2 siding nails
9 inches from buri edge
7 inch exposure
2 siding nails
8 inches from butt edge
6 inch exposure
2 siding nails
7 inches from butt edge
0-15
20
40
60
0-75
20
40
60
0-15
20
40
60
100
200
of
Table 7B
SBCCI - 1999 Standa�d 8uilding Code"
ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR
HARDISHINGLET'^ CLADDING EXTERIOR WALL FINISH
FastenerType
Min. 0.091 in. shank
x 0227 in. HD x 1-
1!2 in. long corrosion
�esistant siding nail
Weather Exposure and Height of
Fastener Lowtion Building (fe�
8 inch exposore
2 siding nails
9 inches from butt e
7 inch exposure
2 siding nails
8 inches from butt edge
6 inch exposure
2 siding nails
7 inches from butt edge
0-20
40
60
0-75
20
40
60
0-20
40
60
100
Tabie 7C
ICBO - 1997 Uniform Building CodeT'"
ALLOWABLE BASIC WIND SPEEDS (MII.ES PER HOUR) FOR
HARDISHINGLE"" CLADDING EXTERIOR WALL FINISH
B
110
110
90
85
110
170
105
100
110
110
110
110
85
75
85
75
70
100
95
85
80
110
105
100
70
C
75
75
70
90
85
80
75
100
95
90
80
70
85
75
70
100
95
85
80
110
105
100
70
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building (feet) B C
0-15 700 75
8 inch exposure 20 90 70
2 siding nails 40 85
9 inches from butt edge 60 80
100 70
0-15 110 90
Minimum 7/16 inch Min. 0.091 in. shank 7 inch exposure 20 110 85
lhick OSB sheathing x p22'I in. HD x 1-1/2 40 100 80
complying with DOC- in. long corrosion 2 siding nails 60 90 75
PS 2-95 resistant siding nail 8 inches from butt edge 100 85 70
200 70
0-20 110 95
6inch exposure 40 110 85
2 siding nails 60 105 80
7 inches from buti edge 100 80
200 70
rvoces co iaoies iH, ies, anq iG:
7. 7able values are based bn an importance facfor of 7.0
2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h
34 of 35
Table BA
BOCA" National Buildin CodeN999
ALLpWABLE BASIC WIND SPEEDS (M�LES PER HOUR) FOR
HARnIRHINrI F�M CI AIIIIINf; FXTFRIOR WALL FINISH
NERd05
Weather Exposure and Fastener Height of Exposure Category
Sheathing Type Fastener Type Location Building (feet) B C
8 in. exposure 0-15 110 90
3 siding nails per 12 in. wide, 9 in. ZO 110 85
from butt edge, 2 siding nails per 6 40 100 75
& 8 in. wide 60 95 70
100 75
Min.0.091in.shank 0-15 110 105
Minimum 7/76 inch 7 in. exposure 20 110 700
x 0221 in. HD x 1-
thick OSB sheathing 3 siding nails per 12 in. wide, 8 40 110 90
1/2 in. long
complying wiih DOG inches from butt edge, 2 siding 60 110 85
corrosion resisiant
PS 2-95 siding nail nails per 6 8 8 in. wide p00 80 70
6in.exposure 0-20 710 110
3 siding nails per 12 in. wide, 7 40 710 100
inches from butt edge, 2 siding 60 110 90
nails per 6& 8 in. wide 100 100 80
200 85 70
Table BB
SBCCI - 1994 Standard Building Code�
ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR
HARDISHINGLET" CLADDING EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type FastenerType FastenerLocation Building(feet) Standard Coastal
8 in. exposure 0-15 100 100
3 siding nails per 12 in. wide, 20 95 95
9 in. from butt edge, 2 siding 40 85 85
nails per 6& 8 in. wide 60 80 80
Minimum 7/16 inch thick Min. 0.091 in. shank x 7 in. exposure 0-15 110 110
OSB sheathing 0.221 in. HD x 1-1/2 in. 3 siding nails per 12 in. wide, 20 105 105
complying with DOC-PS long corrosion 8 inches from butt edge, 2 40 95 95
2-95 resistant siding nail siding nails per 6& 8 in. wide 60 90 90
6in.exposure 0-15 110 110
3 siding nails per 12 in. wide, ZO 110 110
7 inches from butt edge, 2 40 110 110
siding nails per 6& 8 in. wide 100 705 �70
Table BC
ICBO - 1997 Uni/arm Building CodeT"'
ALLOWABLE BASIC WIND SPEEDS (MIIES PER HOUR) FOR
HARDISHINGLE'" CLADDING E7(TERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building (feet) B C
0-15 110 85
Sin.exposure 20 710 80
3 siding nails per 12 in. wide, 40 100 75
9 in. from butt edge, 2 siding 60 90 70
nails per 6& 8 in. wide 100 80 70
200 70
0-15 710 110
Minimum 7/16 inch thick Min. 0.091 in. shank x 7 in. exposure 20 110 105
OSB shealhing 0221 in. HD x 1-t12 in. 3 siding nails per 12 in. wide, 40 110 700
complying with DOC-PS long corrosion S inches from butt edge, 2 60 710 95
2-95 resistant siding nail siding nails per 6 8 8 in. wide 100 100 80
200 90 75
0-15 110 110
6in.exposure 20 110 705
3 siding nails per 12 in. wide, 40 110 100
7 inches from butt edge, 2 60 110 95
siding nails per 6& 8 in. wide 100 105 90
200 95 85
Notes to Tables BA, 88, and 8C:
1. Table values are based on an importance factor of 1.0
2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h
Page
Height of
Building
0-15
20
30
40
50
60
Table 9A
SBCCI - 1999 Standard Building Code'"
Allowable Fastencr Spacing (in.)
Hardiplank Lap Siding fastened to ASTM C 90 Concrete Wall
6-1/4 and 6 inch wide
Hardiplank
1825
16.5
14.75
13.5
12.75
12.25
Height of 6-1/4 and 6 inch wide
Building Hardiplank
(feet) Exposure B Exposure C
0-15 24.0 15.0�
20 24.0 13.75
40 21.0 1725
60 17.75 10.0
100 14.0 8.75
7-1/2 inch wide
Hardipiank
14.5
73.25
1175
10.75
1025
9.75
6-1/4 and 8 inch wide
Hardiplank
13.75
12.25
11
10.25
9.5
9
Table 9B
BOCAt' National8uilding Code/1999
Allowable Fastener Spacing �in.)
.ap Siding fastened to ASTM C 90 Concrete Wall
7-1/2 inch wide 8•tl4 and 8 inch wide
Hardiplank Hardiplank
:xposure B Exposure C Exposure B Exposure
24.0
23.0
16.7°
1
12.0 24.0
11.0 21.5
9.0 15.75
8.0 13.25
7.0 10.5
11.25
1025
8.5
7.5
6.5
NERd05
9-1/2 inch wide
Hardiplank
11.5
10.5
9.25
8.5
8
7.5
9-1/2 inch wide
Hardiplank
C Exposure B Exposure C
20.25 9.5
1825 8.75
1325 7.25
7125 6.25
8.75 5.5
Table 9C
ICBO - 1997 Unitorm Building CodeT""
Allowable Fastener Spacing (in.)
Hardiplank I,ap Siding fastened to ASTM C 90 Concrete Wali
6-114 and 6 inch wide 7-1/2 inch wide 8-114 and 8 inch wide 9-112 inch wide
Height of Hardiplank Hardiplank Hardiplank � Hardiplank
Building Exposure Exposure Exposure Exposure Exposure Exposure Expos�
(feet) B C B C Exposure B C B C
0-15 24.0 7425 1925 1125 18.0 10.5 1525 9.0
20 22.5 13.25 18.0 10.5 16.75 9.75 74.25 8.25
40 17.75 11.5 14.25 9.25 13.5 8.5 71.25 7.25
60 75.75 10.5 72.75 8.5 11.75 8.0 10.0 6.75
100 13.25 925 10.5 7.5 9.75 7.0 825 5.75
Notes to Tabl¢ 9A, gB, and 9C:
1. Fasteners shall be ET&F Fastening Systems, Inc. Erico Stud nail, ET 8 F No. ASM-144-125, head dia. = 0.30 in.,
shank dia. = 0.14 in.
2. Maximum basic wind speed shall be 110 mph.
3. Exposure Category C(for Table 9A).
4. 1 inch = 25.d mm, 7 foot = 305 mm.
,
• , AVDlleant to tlll In all s0acas axeapt tno�a wit�ln heavy borEer Ilnas anE slgn all aooroorlate Geclarations.
CITY!�� COS7A MESA .
CONSTRUCTION PERMIT
Appliceih's Mailing Address � � �- 3
Project Address < <- ~� s
Owner's Name/�� 1�,�r1 �- S- �-NY� � hone UZ�
Addreu �`tY_-:'�'! L�L U n �•m •
Arch/EnB.- SELr Licensallo.
Address
Contrector's Nam � � hone ��
Address (meiling) ��
License No. ��
UCENSED CONTRACTON DECLARATION -�
' 1 heraby allirm that 1 am IlcenseU untlar pravisloni of Charter.9 (commencfng
with sectlon 7000) ol Divislon 3 of the Business antl Professions Coae, anE
my Ilcensa Is In f W I tor�r �ce ana e/fect. � '
LJcenm Class License No.
�� Signature �`
�KERS'COMPENSATION OECLqRAT10N �
aby a/flrm that 1 hava a tertlflwte of conzent to self-insure or a carllficate •
Workari' Compensatlon Insurantq, or a certl/ietl, topy t�ereot (Sactlon
3800, Lab. C.) _� ,
Policy No. � Company
BCartl/ietl copy Ii hamDy furnishatl. . � .
Certl/ietl copY �s file0 with the clty Builtling Division.
Date •��' APPliwnt ' '1.
� EXEMPTION FROM WORKERS COMPENSATION OECLARATION
(This saction neeE not be completetl H tha permit is for one huntlre0 (SI00)'o'r '
lass). . � � .�
1 certify that In lhe parformance of th�e work for wnich thls Dermit is Issuetl7`:
shall not employ any perzon in any manner sa ai to Decome zub7ecl to t�le"
Workeri' Compenzallon Laws of Califprnla. -
Date �Ignature
NOTICE: I1, aftar making [his tlaclaratlon, you'snoultl bacome suCject [o the
, Workers' ComDonsatlon Drovisloni of [he l.abor Cotle, you must lorthwith
comply witb. such proWs7ont or thls- Oermlt snatl be deemeU revokaE.
CONSTRUCTION�IENDING AGENCV '
1 nereby affirm that thera Is a construCpion IenAing agancy for tne par/ormanca
of the work /or whlch tNs perrhit is,155uetl (Sectlon 3097 Clv. CJ
LenCer's Nama
Lentler's Atltlross; ' � �
OWNER BUILDER OECLARATION ' ' '
I hereby,alflrm that I am nxempt from Na.Contracror'S Licanse Law for lha
followlna reason (Sactlon 7031.5 BUTiness antl Pro/essional Cotle: Anv cltY or
q.lslon J ol Lna tlu9noss ana rlmBAlons Coae) or Ina[ no sna rs eaempc
r:!`efrom antl tho Dasis for the alle9eC exemptlon. Any vlola lon o/ Sectlon
�"-L31.5 Ey any applicanl for a petmit suD7ects tha apD����t to a civll
�enalty o/ not more Inan Ilve nunEreq dollars (5500). ,' .
LJ I, as owner o/ tna Property or my employees with waqes'as thoir sole
compensatlon wlll tlo lha work, antl the ilruclure Is nol IntenCotl or ofleretl ,
for sale �Sa<tlon 7046, Business anp Protesslonal Cotln: Tha' Conlractor's -
IJ<enze Law Coes not aDP�Y to an owner of a Oroparty who builAs or Improves
the�eOn, antl wh0 dOes such work h�mzelt/he�selt or thrOU9h hls Or hBr Own
employ ees, provltletl that such improvomontz ara not intantletl or oiforetl for
sale. I/, �owevar, Ihe EUIltling or Improvament ii sold within one yoar of com-
pletion, t�e ownor wlll have lhe tiurtlen ol proving he/she Eitl not build or Im-
�tova lor the purpose of sate).
1, as owner of lhe property, am extlusively contracting with Ilcensotl con-
.lractors ta conslruct tho OrojecL(Sect�on 7044, Businais an0 Prolesslonz Cotle:
The Contractor's Litansa law does not apply to an ownar of property who
builOs or Improves thereon, antl wh0 contracls for such pro�acts wlth a con-
tractor(s) Ilcense pursuant to tne Contractor•s License Law). .
❑�I am exempt untler Sactlon B. & P. C. for this reaion
Date � owner
' I bereby certiry that� Y have roai
Intarmatlon Is correct. I agree to
anQ stata laws relating [o bulltlir
sentalives ot � t�ts citv lo enter
Orlver5' License or 55 �
YVV:
Z
TVPE OF CONSTRUCTION LJ NEW� ADD L'J ALTERATION LJ REPAIR
❑ CONVERSION ❑ DEM LISH OTHER
DESCRIPTIONOFWORK �DD MASTF_2 E.DO�i/lYHJ D
TVPE OF PERMIT ❑ GRADING�a FOUNDATION I�I STRVCTVRAL
❑ TENANT � ELECTRICAL � PLUMBING ❑ MECHANICAL
❑ �07HER -
PRQIECT DESCRIPTION 50. FT. �yT_ OCCU�,ANCv�
CONSTRUCTIONTVPF S VALUATION$�S�C
ZONE GRADINGCU.VDS. � ACRES_
Remarks: , . �� .
� ' PLUMBING � •.
Bar Sink Sewer CaP �• .
7reventer �
Irrigation
Drinking Faunteins
Floor Drains
Floor Sinks �
Ges Service OuNets
In[erreorors .
P-Trap
Roof.Drains
Service Sink
Duct - Under Ground
, Duct - Structural
, Duct - Ventilating
Exhaust System ❑ Multiple
Firepl/Fact. Bit. ICBO •Ih
, Heating System & Ducting
❑ai oo,000 sru O i oo.000
or Type I
Registers
Salar CollectOrs
Solar Piping
Solar Tank
Swimming Pool
Weter qoset
Water Heater
Water Service
' Reinspection Fea
laue Fee
i
IANICAL
Refrigeration System . �
❑a�oo,000eru ❑ioo,oaoaru
System Repair/Alteretion
� i
Reinspection Fee
Im�e Fee •
, $15
'�S 3
$15,
S 3
A. P. sle II.S- �/ 9I -.Z�
PLNG.REF.#e �
TO BUILDING
PROPERTY LINE
LEFTSIDE VAqD
PKG.SPACE REQ.
STREET WIDTH
SPECIALCONUITIONS: �-OD
Automatic Wazher.� . �
Consttuction Pole
Cooking Uni[
Dishwasher
Dryers ❑Gas �Electric �
Fan
F.A.U.
� Fixtures
Device Boxes � .
3 o�uets _ . '
KW 05-15
% i 5ti ai { +id.l
BUILDING
REAR VAqD (TO P/U
RIGHTSIDE VARD
PROVIDED
PARK FEE $
Meter,LJover 100,an
Sub Panel
Sub Pole �
Mators �0-1 HP ❑
Inc.Solar �9-15 HP
'Microwave
Pole Light
Range . .
c
�,-o-, r�
�.
�� Transformer ��J15-50 KW ' ' ':
� �05U+KW: ' Reinspection'Fee S15
� Meter �up to t00amp> . Issue Pee� $ 3
ZoninpAPP�ovedBy Date �G%f- ��'-83
ApPlimtion APProved BV ��� - Data r- /��3. � g�
Appliration Iaued�BY `� � - - Date �� �'3�� �
' � � .�, � . SUMMARV OF:.FEES � � ,' 5..�
BUILDING�PERMIT $ S�Sz'%]� SMIP.'� ' ' $ 1
�•.PLANCHECK� �$'��� �J]� PERMIT �' ,
'- PWMBING '� � ,I'� $ -1�ai.y V: ISSUANCE' � $
, PLANCHECK� $ �O-O" ..�.GRADING_' � S
' � ,ELECTRICAL . $ '. � - $
_ PLAN CHECK � $ '�MICROFICM $ �
� MECHANICAL $ i � TOTALFEE, S
t
� PLAN�CHECK ' $ r.cLESS-
� •. • ADVANCEDPC $-
. . ' ' . � � � FINAL FEE, � $ OS.
CMF 0865•46 rev. 12/82 Whit<- Builtling; Canary - Appliwnt; olnk - A<Counting; Goltlenrotl - ASse550r : ,'
CONSTRUCTION AND�PLANNWG ' � �� �� � - - . POC iPA -• ..
>' �
- � ��Date � - Inspector ' - Date Inspeitor
•APPROVALS Permit#� �APPROVALS Permit#
1. Temporary Electrical Service or Pole � ' .. __ . � : 52.�, Pool & Equipment Location
��; 2: Soil Pipe-Undrgrnd. , . 53:_ Steel Reinforcement ; '�
3. Electrical Conduit Utiliiv-Undrgmd. � . � � �54 � Forms � � - .. �
�� 4: Electrical Conduit-Undrgrnd. � . 55� Electrical Bonding � �-
5: Steel Reinforcement , - _ � � � ',56. Rough Plumbing & Piessure Test , . �
6: Electrical UFER Grnd. ' '�, �' �� � 57. APPROVAL TO COVER•GUNITE -
7. Footings � , � - , : � �" 8 � Electrical �pnduit-Undrarr,.i..:
, 6. Foundation � � � �� , - , � � ;59. Gas Pipe, � Undrgrnd., Test �
9. Water Pipe-Undrgrnd. � :. ��60. Backwash Lines, P-Trap, � Undrgrnd. -
10. Structural Floor System , - , 61. APPROVAL TO DECK -
11. Property Sewer Line & House Connection �62. Backwash &' ReceptorFinal -. -
12. Sewer Cap , . ' o � " ; 63. Heater & Vent-F�nal ' . � �
13. Roof Dreins � � . , �� ; •64. Plumbing System - Final � ` � � �
14. Rough Plumbing " �,b-� 65. Electrical-Firial � '
15. Rough �Electrical-Conduit -' "" ' -" - - -' �' � '66.� Solar Sysfem=Fina1 ' ' -" ' ' � -
� �i 6. ;Rough Elec[ric Wiring . . . �,�� `�. j - 3 �, � ' " - �67 ; Fencing & Access.Approval i - � -� ._ -
_ :'17. Rough Wiring'Sign;: , . , : �- i , . � i ' 68.� APPROVED FOR PLASTERING � � � , � .
_ 18. ,Rough Electrical-T Bar Ceiling' ' ; �' � 69. POOL/SPA SYSTEMS FINAL
o -
; 19. Rough,Heating & Air Conditioning , ' ' � � . FIRE DEPT. REQUIqEMENT , . �
. Rough Factory Fireplace � , APPROVALS} � Permib# ,
� � ,
� 21. Duas, in Structure� � � i ' � � � ' �70.� Undeiground Hydro ' , �
�
'12. Ducts, Ventilating , ' ! � � J1.; Product Piping OGas ❑Oil ' �
t
i:,`23. Gas.Pipe-Rough & Test , � • � � . 72,; Unde�ground Flush
24. Roof Framing- , � � � � �;'',- � • � _ •. � � �73.' Undergrnd.StorageTank.O-Gas ❑Oil '
ry
- . �5. Roof Sheathing � ' � , _8"3 � 7q,� Overhead Hydro '
26. �-8ar Ceiling (Structural) & Monocoat� � 75.' Dry Chemical � - � � ,
27�. Frame and Flashing ' , � � 76. Dry $tandpipe � � ' .
� 28: Lathing & Siding /� 77. F�IXED SY$TEM'PINAL
29. Insulation �� � � #f, ; � � 78: FIRE PREV. F�INAL �
30.'Drywall Nailing � . �,�-� ', � ' Notes:' . � . .
31. Plaster Brown Coat .� , , � � �.� .- /i �. �
32. Electrical Power Meter-Final � ��O 6, CC ' � '
33. Final Electric p � � � * '
34. Final Heating & Air Conditioning ' �
35. Final Gas Pipe-Test - i " � � � . � � -�
36. Hood or Canopy � r. . . � � �. � ` -
37. Final Factory Fireplace - a' �. � ,
�
38. Final Plumbing � , � � ' , � ' ' - �� �- �
�
' 39. Water Service-Final - � � - y
A
40. Gas Service-Final ' , � ' � �
a a -$-
41. Solar pomesticFinal . � ' � '
�.
42. Backflow Preventer � � � � -
43. Backflow Irrigation ", � ' . � � - . � '- � �
i . 9/s-a C
44. Landscape Ircigation System , � "� ' ' i�'� iv�iql n1 rCl�b�d►'io/4ti ��oj z"d f�o�
�n
45. Sound Attenuation . . � � ' � � O ` � `�� � n
46. Handicap Regulations I . . ;'� � � .'� - d - � �
47. FINALSTRUCTURE&BUILDING' � �, . �
, ; iS
4S. Special Requirements Completed . ,
49. Electric Release to Edison ' , . _, _ __ . . � � .; � _ . . �
50. Gas Release to Southem Cafifornia Gas Co , � � i . � � . . . �
51. CERTIFICATE OF OCCUPANCY � _ � . . � .
No, Date � � ' .
f, .
r�
F COSTA MESA � f
N�TRUCTION PERMIT
�< .4Vo��Gnt to 1111 In all soaces exceo� ��osa
�
APpIifA�?"5 Meili08 AtltllBSS
e ipject'Atldress ��
Owner's Name � 5—� ��� hone yG l7'OZ 8
Addreu �y�-� ��u1���
Arch/Eng. Licenm Na.
Addreu
Contractor's Nam hone
� Addreu Imailing) .
Licanse No.
LICENSED CONTRACTOR DECLARATION
I hereby af}Irm that I am Ilcansad untlar provlslons ot Charter 9(commencin9
with sactlon 7000) of Dlvlsion 3 of Iha Business antl Vrofesilons Cotla, anG
my Ilcanse.is In luli forca antl e7fact.
Llcense Class � Licanse No.
Date Si9naturo
WORKERS'COMPENSATION DECLARATION -
I here0y affirm tnat t have a certifica[e of conseni to selt-Insure or a<ertlticate
\ Workers' Compensatlon InSurance, or a certHieO <oDY thereof (Se<tion:
00. Lab. C.) ' . �
olicy No. - ' ' Company
� 8 CertitleC�copY is hereby furNshad. ' - � �
Cer[ifietl CopY i3 filetl with the city Builtlln9 Division.
�ate � ADPllunt . .
E%EMPTION FROM WORKERS' COMPENSATION DECLARATION
(This section neetl not be com0�etetl if the permit Is tor one huntlretl (E300) or ��
lezs). . ' : '.
I certlfv that in the oerto�mance of tha work for which thls oermk Is lssuetl.�l� .
Worke�s' Co p� On Laws Of Call1 ���/J�� i�A ! ;. ,
Oate � ignature � r —r ��---- � .
NOTIC : If,�aiter making tnis tleclaratlo u shoultl �becoma sub�ect to the
Workers' Compensation provisions of the labor Cotle, you must lorthwith
� comply with' sUch ptOvision5 or tnis ,petTit s�all be tleemetl revoke�.' �
CONSTRUCTION'LENDING AGENCV '
I hereby affirm that [here Is a constructlon IanGing agancy for tha� performance
of [he work /or which this permit is issuetl '(Section 3097 Civ. C.)
LenOer's Name -
Lentlar's AOtlrais � '
OWNER�,BUILDER DECLARATION ' '
I hereDy afiirm that I am exemot from the Contractor's License Law for the .
a
, herefrom antl the basis for the allegetl axemptlon. Any violatiodot�5octlon
�,u331.5 �y any aOGlicant tor �a permlt suDjects the applitant to a civll
�nalty o1 not more than five huntlrea tlotlars (E500). •
(1; as owner of the.property or my amployees with wages as their so�e
CompensatiOn will tlo tha woik, an0 the Tt�ucturo is nOt In[entletl O� offer¢tl
for wle (Secllon 7044, Business antl Pro(e5sianal Cotle: The Contractor's
Llcensa Law tloes not apply to an owner of a property who builas or improves .
thereon, antl who �Eoes such work �Imself/herself or throug� hls or ner own �
¢mploy ees, provi0etl that such improvements ara not IntontleE or offereU for
sale. I/, howeve�, tho EUIltling Of ITOlOV8T8OL IS SOItl WIIhIO 0119.YBdf Of COT- �
pletlon, t�e ownar will have lne burtlen of proving he/she tl1U not bu110 or im-
�fOVB (Of�[h0 pUlp058 Of Sd18). ' '
U I, a5 Owne� Of [he prOPerty, dm ¢zCIu5lvely cont�acNng wlth'llG<n58tl <O�-
tractors to construct t�e pro�ect (Sec[ion 7044, Businass anE Profassions Cotle: .
T�e ContractorY Clcense Law Uoes no[ apply to an owner of property wbo
�builtls or Improves� thereon, antl who contracts for such pro7ects with a con-
tractor(s) Iicensa pursuant to the Contractor's License Law). .
❑ bam exampt udtler Section B. 6 P. C. for this reason
Date � � Owner � � � � '
I har¢by cartify that I have reatl this appliwtion antl state thabthe•abova �
intormatlon is <orrect. 1 agrea to comply with all city anC county ortlinances �
anA state laws relating to building construction, antl �ereby authorize repre-
5entatives of tbk dty�to enter upon the above-mentionetl proper[y for
inspectlan ourpQs � Gz
SI nat re X I�.�i1� �� ' '� Oate %�Z6'J l
Slgn ill iDD�ODIIaIG OOCIdIit10(IS.
I
— �U23 C� - � / =<!
TYPE OFCONSTRUCTION NEW ADD ALTERATION REPAIR
❑ CONVERSION ❑ DEMOLISH ❑ OTHER
DESCRIPTION OF.WORK �L '�` T��JG4 Q�S� �ITI/7�1�.
TVPE OF PERMIT GRADING FOUNDATION TRUCTURAL A. P.9W
❑ TENANT � ELECTRICAL PLUMBING ❑ MECHANICAL PLNG.REF.9W �
❑ �OTHER TO BUILDING
PROJECTDESCRIPTION SQ.FT. ' OGCVPANCV '" P PE V INE
CONSTRUGTION TVPE --�� W VA�UATION $� /��� LEFT SIDE VAR
ZON� GRADINGCV.YDS. � ACRE� 7KG.SPACERE�.
Remarka: S' � 1 � TG ^ —/e I STFEET WIDTH
(O� /
� ' SVECIAI CONDITIONS:
Preventer
Irrigation
FloarSinks -
uasService �Outlets
Interceptors �, '
Kitchen Sink .
lavatories � .
P—Trap
Roof Drains -
Showers . ' �
Service Sink
eoiier.
Duct- UnderGround '
Duct-Structural ' �
Duct - Ventilating • . '
Exheust System ❑ Multiple ❑
Firepl/Fact. Blt. ICBO #
or Type I
9 u �
;MF 0865-46 rev. 12/82 Whit¢ - Builtlinq; Canary - Applicant; Pink - Accounting; Goltlenrotl - Assessor
Sewe[,c;onnecbon -
$013f CQI�QCt015 -
Solar PiPing _ � .� , .i.
Solar Tank . - , .
Water Clout '
Wata� Heater
Water Service -
. �
Reinzpection Fee
laue Fee ,
�: .
" I $15
_ $ 3
� iymauon oYamm
❑b700,000BTU ❑100,OOO8TU +�
System Repair/Alteration � .�,
Reimpection Fae
Isua Fee.
B
�
�$15
.= $ 3
tic Washer �
ction Pole�
� Unit '�
her
�Gas ❑E
l .�'
="I5d II. �1� �
REAR YARD (TO P/L) �
RIGHTSIDE VARD �
PROVIDED
_ PARKFEE$
�Meter�lover 10Uamps .
Sub Panel , .
Sub Pole � - .
� Motors �0-7 HP ❑1�'h-9 � .
' InaSolar��945HP 01645+
�Microwave ��' �
Pale Light
Range �
Sign
. Standinq Sections ' '
i¢nes -
�ba9e Dispbsal ' ^ •
�erator DO•5 KW �5-15 KW
insioimer �15-50KW -
"' ' ❑5U+�ICW. �
rten �uo�to 100amoe •�
�, "
Appliration Approved'By
Trash
; �; � - �� �`S�UM�"5MApRV OF FEES .
' �BUILDING PERMIT $ �[L_ � • SMIP
. PLAN CHECK' , $� �D3• � PERMIT
'PLUMBING;' $•�_ � �SSUANCE
PLAN CHECK'� $ .� �� �—� GRADING
,ELECTRICAL• ' $ _L1_,_ �.
^;PLAN CHECK $� 'S� �S MICROFILM
MECHANICAL $ TOTAL�FEE
PLAN CHECK . $, � "' LESS
. ADVANCEDPC
' ';> FINAL FEE �
Fee
�
: 'o i
5
$ J�
NSTRUCTION AND.PLANNING� ' ,_ �I� � � � -'. � �- .� . � r�u�.a . .
_ �Date•� � Inspector� � -
: APPROVALS � Permif#' ' - - APPROVALS' Permit #
;1. �Temporary Electrical Service or'Pole . � . . 52: Pool &.Equipment Loration � �
�. •2: ,� dil'Pipe-Undrgrnd: - �_ �' ; • : ' � 53:; Steel Reinforcement � .
; 3! Electrical Conduit Utilitv-Undrgrnd. : - � � � 54_�Forms," � ' , : -
��` �: E�ectrical Conduit-Undrgrndl ` . � � � -' � . . 55:. Electrical Bonding
5. Steel Reinforcement ' � � - � _ ' - � � 56 � Rough Plurribing & Pressure Test �
,� &. ,Electiical UFER Grnd. � ' � <57.. APPROVAL TO COVER-GUNITE
�� 7. Footing; " � � � • ' 58. Electrical �pnduit•Undramd.
�. 8. Foundation '`� •� 59. Gas Pipe, O,Undrgrnd., Test
9. Water Pipe-Undrgrnd. � - � - 60. Backwash Lines, P-Trap, O Undrgrnd.
10. Structural Floor System ' � � 61. APPROVAL' TO DECK
v 11. Property Sewer Line & House Connection �� /�� � � �, Backwash & Receptor-Final
12. Sewer Cap � . - � ' - � 63. Heater &'Vent•Final '
�
73. Roof Drains � � � � 64. Plumbing Sysfem - Final � ,�
14. Rough Plumbing' - /0/y/yT � � 65. Electrical=Final � � •
- '� 15.-,Rough Electrical-Conduit � � - - " - ' "� - -" 66.� Solar�System-Final � �
����16. iiough Elec'tric Wiring ; �a �� ' - _ � � 67., Fencing &�Access Approval � �
17. Rough Wiring Sign, ,. ., 68. APPROVED FOR PLASTERING
18. Fough�Electrical-T Bar Ceiling �. � - 69. POOUSPA SYSTEMS FINAL
� 19: ,Rough Heating & Air Conditioning � ' � FIRE DEPT, REQUIREMENT
. 20. Rough factory Fireplace ; � APPROVALS Permit #
_� Z'' Ducts, in Structure • 70.' Underground Hydro
', 22.' Ducts, Ventilating , . � ' 71. Product Piping O Gas ❑ Oil
�3. �Gas Pipe-Rough & Test .: � � .. 721 Underground Fiush �
�� � •
24. Roof Fiaming , � . 73. Undergrnd. Storage Tank O Gas ❑ Oil
�25. �Roof Sheathing .�C.�� - J4. Overhead Hydro
- �26. T-Bar Ceiling (Structurell & Monocoat , � � 75.' Dry Chemical � �
'� 27: �,Frame and Flashing � 76., Dry Standpipe �
26. Lathing & Siding �J J �� 77.' FIXED SYSTEM FINAL ,
' 29. Insulation n� p� �S 0� ' ' �78. FIRE PREV. FINAL
.: '30. Drywall Nailing` . �� _�3 ,� ' Notes: _ �
31. 'Plaster Brown Coat � ' � � . � f �
32. Electrical Power Meter,Final � �O�j e�t•� '� �
33. Final Electric �' � , �
- 34. Final Heating & Air Conditioning � '�' .�
�M
35. Final GasPipe-Test - . � . �,
36. Hood or Canopy � , ' : . . _ _ _ '
- /'✓C f a
37. Final Factory Fireplace�� � � /
38. Final Plumbing Cprn y� '�� _
39. Water Service-Final � � � _{ 3 r.
40. Gas Service-Final � ' . � �� -
"i.cJr c�.
41. Solar D'ome'sticFinal � ' , ,� _ � , _ _ . _ , _ �
i --
42. Backflow Preventer' � • _ f '' � , _ �
43. BackflSw Irrigation�. � � . ' - � - � '
,
44. Landscape Ircigation System � -- ' � � �
i
45. Sound 'Attenuation � ' � ,_. �� , ' � �
46. Handicap�Regulations � ' � � " " •
47. FINAL STRUCTURE & BUILDING g- i7 ; ,
48. Special Requirements Completed , ,�
� 49. Electric Release to Edi;on , �. ; . , .
50. Gas Release to Southem Califomia Gas Co � i , � � . _ y
51. CERTI FICATE OF OCCUPANCY _ ' _ ' �,
` No. . ' . . Date � ' , ' • ' � .
, .
Date
�
Inspector
�
i7i=�'/`:I1VHG3_ i�!-=f=2_i-Si=.1r-/-l-i-Zi !N •
,;arr�es N. I��asCernak � � �.;1� 2E,, i9P�L
94C Do�n,iocd
�:03�.p] :�IES� . �,8;;�"Of �il�l '`i?(�<�
i'E: G g0�6
; ity of ���Gra i ;;,y :::�i�
I`1es�� Ci�y liall
% Buildir,g Saf�;,y Civision �
/ rr„ta ��;esa, C;ali`or�ia 97_627
:�fi8i'BrJ�/ [-'I'OC�8.10 4flo•`.. �il@ Si.PUCYi1P8� oGdl�ifl(? H�: �4u vCUv'OCI:i, LO 1:!;8. �.72i� C1� 77�/
�Kf;OLJIB(��8, i5 CCf15tCUCt,C?C! 8�1.C� $11;U81'.8G SUC!�1, i i?:L 'J-:1(]L�;B(j 15 at iCdSt 8� �iPoi18 lnli�`,il!Il
f1VL' i PFr, fi'0171 tflp b1.1111j111j), hflC� 3L ik?c`ISY. 8 1 "n CJ!'a0E !(1 2['C85 OL11:31.78 ��l`ar i ISi.B('�:8,
c'iSSUi'ti1O jJi i�Faci CjL'a1f127C3P Or l�J��IYEC iJl�Ju'y fPOfTi LfiiS i3(�ii i911\J 8�,}oC�'.Ilt S'iLiCC�UfES .P.cii IIIC t(i
t}?8 S�I'f'C'�..
51;lCBiP,�y�
J �„�+� P�,��
Jam2s !�. pas�ernab:
o�,;r��i'-buii[l.�r
R� �F COVERING CERTI, .�ATION
�� Propertyaddress ��� �OV1����
ow�er J�M �`J N. Pasr-�R�A K
�
Contractor
��
State Contractor License Number
�.�.�
..�� ►. 7 r Ii
Classification C
I hereby certify that I have installed, or caused to be installed, a minimum Class C roof covering at the
above address in conformance with Chapter 32, and Section 1704 of the 1979 Uniform Building Code, as
amended in Section 5-17 Title 5 Costa Mesa Municipal Code, and the installation instructions of the
manufacturer.
� I further certify that I am the owner of the property. (Owner-Builder permittee only�.
❑ I further certify that I am:
❑ Owner of sole proprietorship company
❑ Full partner of the company
❑ Limited partner of the company
❑ Officer of the corporation
I certify that as an authorized officer oc agent of the company or corporation, I am empowered to
make this certification, which shall be binding on all successors or assigns of the company or corporation.
1 shall deliver a copy of this Certification to the above listed owner, after submittal of form to the
Building Division for acceptance.
Received by Building Division by:
,/�,�. �l �l -�j3
Initial Date
SPace for Notarial Statament for authorizetl olfieer or agent
or Coroorate
_i.l—I �'�dS-T���1a1<-
� Atltlress
c/�/� ��i,�o 0�) ST, «7-
� � � P�-�. �.-►�-- �o f6-�
Si9nature Date
_iY�M�S N. �AST.LQI�K��
Printetl or Typetl Name .
CMF 0990-46 White - BUIltling Div.: Canary - Contractor; Pink - Owner
.J
INSULATION CERTIFICATION
--�-� O oG i.vD�� c. M_ �2�a�G E
NumDv �n0 Slre[t Clly Counly
SYDtlivhlOn LOt NumDer
DESCRIPTION bF INSTALLATION
ROOF /�
Materi�l !-t�7PbiALi �-✓F�1r�C',�l��j B�a�dNama �%�.(��..D�iS'� C�QiJ11�1G1
Thrckncas (inche9 Thermat Resivan�r (R Valuel
EXTERIOR WA�L
Materisl =F�CYJREJO S��VIN_Gi BnnCName �
Thickntss (inch�sl � TAerrtyl Res�nence (R Va��t)
CEILING �-` /
B�ttorBlank[tTYP� 3�^�"��r Br�ndNam[ i`�illCNS ���A�i�A]Ui
" \yTnic�rxu IinUes) � Tnerma� Res�sunce (R Va1ue1
Looae Fill Type Bnnd Name
Minimum Thickness (inchesl N�mber of baqs Weight O�r bag Ib
Area Cpvered (h�l Tnermat Resli�ance IR Va1�e) �
FLOOR,ELEVATED
Malerial Brantl t�ame
TAitknrss (inc�es) T�errtul Res�stance (R Va�uel
FLOOR,SLAB _
M1Luriat 'Brand Kamr
T�ickness (inchei) T�erma� Pes�:ta�ce (R Val�e)
W�dt� linctm9 _ _ -
FOUNDATION WALL
Ma�eriel Brand Name i
T��c4ness G���[sl ' T�ermil Rrus[ance IR VaWel
, DECLARATION
i hneby certity fhat ine abovr' insulatio� was insulleC m the bu�iding �t i�e above bca�ion im m�/ormance w�tn inr
cu.rmt requlatiom setting Energy Consemtion Slande�ds 1or new re�idenfisl build��gs (lorated in Tnle 74 of the
Uiflo��u 4Cmirin�ar�ve Codd.
Gmeui Go�tntlor (BuiroeiJ �icense N�mue.
S�qn�ture a�tl Tiue Date
Contu[to� (Intubtion AOO��utorj L,iCeme NumDer
Sqnalwe anE Trt�e
F�gvrr 4-1 E�ample ol a[ompi�an[e [ertilic�:r
4-9
Dile
ORANGE COUNTY BUILDING DEPARTMENT
636 North Broadway � ,
SANTA ANA, CALIFORNIA �
FOR APPLICANT TO FILL IN
BUILDING []� Dogwood
ADDRE55 7
SCHOOL DIST. COBta Meea
OR TOWN
NEAREST
=Ross 5T. Republic A ve.
owNeRCHINOOK HOMES� INC.
MAIL
AODRE55���� 4J�� qH�RF F;I V11_
aT� BEV ERLY HILlS No' �R. 5436i
ARCHITEGT��iN S� MCKERRACHER No�SY. 6489�
ENGINEER
ADDRESSZ��O E, WALNUT ST.. PASAOENA
ADDRE55 6 WIISHIRE BLVD. tSEV.riiLLS
LEGAL 11
DESCftIPTION LOTNO. Z�Y BIOCK ���2
(ATTACM METES & BOUND51
NO. OF BLOGS.
SIZE OF LOT72 % �OO NOW ON LOT
USE OF I NO. OF I N
EXISTING BLDG. FnMIUES R�
DESCRIPTION OF WORK
BUILDIN 11 NO. OF
5¢E O3Y SQ�FT ROOMS 5 STORIES �
WALL ROOF COMPO
COVERING STUCCO COVERING SHING
USE OF NEW
BUILDING REs�DENCE_Att_Carnnrl
APPLICATION FOR PERMIT �
� ��UILDil11G
FOR OFFICE USE ONLY
- RECEIPT NO. PERMIT NO.
GIs ��' S/�' 3.�
RECEIVED BY ATE OF APPL. DATE ISSIiED
i�rT i�-�� �3/���.�
BUILDING �i�/ � �aC N_' �
ADDRE55 �� `f'
APPROVE�
CENTER OF ST.
�
FOUNDATION: LOCATION
i HERE6Y ACKNOWLE']GE THAT 1 HAVE REAO THIS FORMS, MATERIALS,
APPLICATION AND STATE THAT THE ABOVE IS CORRECT UNDER.PINNING
AND AGREE TO COMPLY WITH ALL COUNTV OR�INANCES FRAME: FIRE STOPS.
BRACING, BOLTS
AND STATE LAWS REGl1lATING BUILDING CONSTRUCTION.
LATH.INT.
SIGNATURE OF NENPORT VISTA CO• LATH. E%T.
PERMITTE�
�/��!+ �+ PIASTER.INT.
4UTHOHIZEO AGV� � .�._.�iS..�* . �1
�' n/ ����—� � nn � PLASTER, EXT.
��v l $��3��W P. G. E"]_. — MASONRV i2EINFORCEO
FEE s �(L —
BOND BEAM
VALUATION L
FEE �i '— FINAL
��
�
1
9
0
�
�
z
n
r
r . , ... . .' r
.�.
,_ . ,. �.-.��—
- —. .�: r,� :i'.' '. . ����.:
�.i - ...
_ ;S
� , � - � � '