HomeMy WebLinkAboutPermit D05-081 - NGO RESIDENCE - NEW SINGLE FAMILY RESIDENCENGO RESIDENCE
12228 48 AV S
D05 -081
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City GL 'Tuk
DEVELOPMENT PERMIT
Parcel No.: 0179001390
Address: 12228 48 AV S TUKW
Suite No:
Tenant:
Name: NGO RESIDENCE
Address: 12228 48 AV S, TUKWILA WA
Owner:
$207,171.98
Name:
HOVLAND RUTH E
Address:
PO BOX 9822, SPOKANE WA
Contact Person:
2003
Name:
JUAN NGO
Address:
14310 4 AV SW, BURIEN, WA
Contractor:
Name:
3 N BUILDERS INC
Address:
14310 4 AV SW, BURIEN, WA
Contractor
License No: INBUINB956DS
Phone:
Steven M. Mullet, Mayor
Steve Lancaster, Director
DOS -081
09/08/2005
03/07/2006
Phone: 206 229 -0498
Phone: 206 229 -0498
Expiration Date: 03 /10/2007
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 2289 SQUARE FOOT 2 -STORY SINGLE FAMILY RESIDENCE WITH AN ATTACHED 403 SQ FT
2 -CAR GARAGE
PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND
UNDERGROUNDING OF POWER.
WATER METER & SANITARY SIDE SEWER ARE EXISTING.
Value of Construction:
$207,171.98
Fees Collected:
$3,723.48
Type of Fire Protection:
N/A
International Building Code Edition:
2003
Type of Construction:
VB
Occupancy per IBC:
22
Public Works Activities:
Channelization / Striping:
N
Curb Cut / Access / Sidewalk / CSS: Y
Fire Loop Hydrant:
N
Number: 0
Flood Control Zone:
N
Hauling:
N
Start Time:
Land Altering:
Y
Volumes: Cut
Landscape Irrigation:
N
Moving Oversize Load:
N
Start Time:
Sanitary Side Sewer:
Y
Sewer Main Extension:
N
Private:
Storm Drainage:
Y
Street Use:
Y
Profit: N
10 c.y.
Size (Inches): 0
End Time:
Fill 10 c.y.
End Time:
Public:
Non - Profit: N
doc: IBC - Permit D05 -081 Printed: 09 -08 -2005
4+
Permit Number:
Issue Date:
Permit Expires On:
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
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C ity o. Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100
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C ity o.L Tukwila S teven M. Mullet, Mayor
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Departit:ent of Contniunity Developntet:t
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: cOuk vilama.us
Permit Number:
Issue Date:
Permit Expires On:
Steve Lancaster, Director
D05 -081
09/08/2005
03/07/2006
Permit Center Authorized Signature: Date
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction oDte perform nce of work. I am authorized to sign and obtain this development permit.
Signature: W 4 , Date:
Print Name: ,�r U L - . I L
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
doc: IBC - Permit D05 -081 Printed: 09 -08 -2005
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City of Tukwila
f90B
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 0179001390
Address: 12228 48 " S TUKW
Suite No:
Tenant: NGO RESIDENCE
Permit Number:
Status:
Applied Date:
Issue Date:
D05 -081
ISSUED
03/11/2005
09/08/2005
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall
bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site
and available to the building inspector for inspection purposes.
6: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
8: All wood to remain in placed concrete shall be treated wood.
9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
10: Manufacturers installation instructions shall be available on the job site at the time of inspection.
11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances
shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms,
bathrooms, toilet rooms, storage closets, surgical rooms.
14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE
GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that
the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests.
15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall
doc: Conditions D05 -081 Printed: 09 -08 -2005
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City of T k u calla
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum
distance of 4- inches shall be maintained above the controls with the strapping.
16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of
Public Health - Seattle and King County (206/296- 4932).
17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and
completion of work at least 24 hours in advance.
21: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector.
22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be
underground from the point of connection on the pole to the house.
23: Any material spilled onto any street shall be cleaned up immediately.
24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally
insured).
25: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for
possible property damages caused by activities.
26: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final
quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference
in permit fee prior to the Final Inspection.
27: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All
disturbed areas of the site shall be permanently stabilized prior to final construction approval.
28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Turning
radii shall be a minimum of 5'.
29: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road
surface. Coordinate with City Utilities Inspector in the field.
30: Coordinate with City Utilities Inspector to verify location and type of existing water meter box. Box and lid shall
meet loading criteria, if within new driveway.
31: Coordinate with City Utilities Inspector to locate existing sanitary sewer. If side sewer, is to also serve the
adjacent property to the South, then provide Private Sanitary Side Sewer Easement /Maintenance Agreement. Construct
portion of side sewer South property line, if applicable.
doc: Conditions D05 -081 Printed: 09 -OB -2005
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City of Tukwila
race
Department of Community Development/ 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 .
* *continued on next page **
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City of Tukwila
INS
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670
}
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signature:
doc: Conditions D05 -081 Printed: 09 -08 -2005
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( 1k Pe rmit CITY OF TUKWIL4
Community Development Department
Public Works Department
Center
1808 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
1
Building Permit No.
Mechanical Permit No.
Public Works Permit No.
. Project No.
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE'LOCATION
King Co Assessor's Tax No.: 0/ 7 Feo / 3 e) ^0 /
Site Address: �� 5���/�+ S;LG� _ Suite Number: Floor:
Tenant Name: N �yCE New Tenant: ❑ .... Yes ❑ . No
Property Owners Name: �?
Mailing Address: 14 ?
City
Zip
CONTACT PERSON.
Name:
Mailing Address: ����� �1 ,,� �
E -Mail Address:
'l ie k
Day Telephone
City
Fax Number:
InIM/
'GENERAL CONTRACTOR INFORMATION - ( Mechanical Contractor information on back page ) .
Company Name: �:77! t'•Gf
Mailing Address:
City State Zip
Contact Person: _2Zs? 0 Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF: RECORW All plans must. be.wet stamped by Architect of Record
ENGINEER OF RECORD — 'All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
\permits plus \icc changcs\permit application (7.2W4)
Page 1
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BUILDING PERMIT INFORNLWN - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ Existing Building Valuation: $
Scope of Work (please provide detailed information): S Z!5fl l.Ga /2 �SC�
I
Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1473 4 6 1
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): A0 Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: `� Compact: Handicap:
Will there be a change in use? ❑ ....Yes No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑..Sprinklers ❑..Automatic Fire Alarm one El. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x I l paper indicating quantities and Material Safety Data Sheets.
\permits plus \icc changes \permit application (7.2004)
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
1" Floor
Q
3
2' Floor
If
2
3r d Floor
Floors _L thru 'Z
Basement
, _._...-
Accessory Structure*
Attached Garage
Detached Garage
—
Attached Carport
.---
Detached Carport
Covered Deck
„_..
Uncovered Deck
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1473 4 6 1
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): A0 Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: `� Compact: Handicap:
Will there be a change in use? ❑ ....Yes No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑..Sprinklers ❑..Automatic Fire Alarm one El. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x I l paper indicating quantities and Material Safety Data Sheets.
\permits plus \icc changes \permit application (7.2004)
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'PUBLIC WORKS PERMIT INFATION - 206 - 433 -0179
Scope of Work (please provide detailed information):
J
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
i . ..Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton
❑ ...Water Availability Provided
Sew District
..Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle
❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic des ign approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ")
:a
❑...Technical Information Report (Storm Drainage) E] .. Geotechnical Report ❑ ... Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless
Irrigation "
Domestic Water "
❑ ...Permanent Water Meter Size... WO#
[]...Temporary Water Meter Size.. WO#
` ❑ ...Water Only Meter Size............ WO# E] ...Deduct Water Meter Size ........ "
,:..
❑ ...Sewer Main Extension ............ Public Private
❑... Water Main Extension .............Public Private
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: -
Mailing
Day Telephone:
City
. —State Grp
Water Meter Refund/Billing:
Name:
Mailing
Day Telephone:
City
State up
t.
\permits pluslicc changeslpermit application (7.2004)
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r1rUUU5CU H4a1Y8UC3 411141 la UVAG3 a 14% 41111 V/..
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ .. Right -of -way Use - Profit for less than 72 hours
E] ... Right-of-way Use - No Disturbance
El .. Right -of- -way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way
.Total Cut /y cubic yards
❑ .. Work in Flood Zone
Total Fill X0 cubic yards
❑ .. Storm Drainage
t .: .
��:,.,,
,. _ ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank .. Grease Interceptor
❑ ...Cap or Remove Utilities ❑ .. Curb Cut
❑ .. Channel ization
t* '
ti;:.,
❑ ...Frontage Improvements ❑ .. Pavement Cut
❑ Trench Excavation
❑ ...Trafc Control El.. Looped Fire Line
.. Utility Undergrounding
`�' ' '
..' ❑ ...Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water "
❑ ...Permanent Water Meter Size... WO#
[]...Temporary Water Meter Size.. WO#
` ❑ ...Water Only Meter Size............ WO# E] ...Deduct Water Meter Size ........ "
,:..
❑ ...Sewer Main Extension ............ Public Private
❑... Water Main Extension .............Public Private
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: -
Mailing
Day Telephone:
City
. —State Grp
Water Meter Refund/Billing:
Name:
Mailing
Day Telephone:
City
State up
t.
\permits pluslicc changeslpermit application (7.2004)
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MECHANICAL PERMIT INFORMATION.— 206- 431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City S)a Ire Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number: Z
Contractor Registration Number: Expiration D�tt
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New .... ❑ Replacement
New .... ❑ Replacement....
Fuel Type Electric .....❑ Gas ....❑ Othe .
Indicate type of mechanical work being installed and t quantity below:
Unit Type:
Qry
Unit Type:
Q
Unit Type:
Qty
Boiler /Com pressor:
Q
Furnace <IOOK BTU
Air Handling Uni 10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace >IOOK BTU
Evaporator Co ler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation On Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single DAct
Suspended/Wall/Floor
Ventilati System
Wood /Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Inc, erator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
1
1
Air Handling Unit
/Incinerator — Comm/Ind
Other Mechanical
<10,000 CFM
I
I Equipment
PERMIT APPLICATION NOTES-w Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNF;R OR AUTHORIZED AGE
Signature; ' Date:
Print Na 7•'/B�' , !�— !/ Day Telephone:
Mailing Address:
City State Zip
Date Application Accepted: Date Application Expires: Staff Initials:
\permits plus \icc changes \permit application (7 -2004)
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TUKWILA
PROJECT NAME N G o (SCR
PERMIT # D05 — 25
If you do not provide contractor bids or an engineer's estimate with your permit application,
Public Works will review the cost estimates for reasonableness and may adjust estimates.
1.
APPLICATION BASE FEE
$250(l)
2.
Enter total construction cost for each improvement
category:
101-1,000
General
--
$49.25
Erosion prevention
15p
100,001 - 200,000
Water
5e b
$402.25 for 1 200,000,
PLUS $7.25 for each additional 10,000 or fraction thereof.
Sewer
'75c
Storm water
L 30 0
Road /Parking /Access
goo
A. Total Improvements
3 5v d
3.
Calculate improvement -based fees:
c
B. 2.5% of first $100,000 of A.
g"1
C. 2.0% of amount over $100,000,
but less than $200,000 of A.
D. 1.5% of amount over $200,000 of A.
—
5 �
4.
TOTAL PLAN REVIEW FEE (B +C +D)
$ 8'7 (4)
5.
GRADING Plan Review and Permit Fees
$ (5)
Enter total excavation volume /a
cubic yards
Enter total fill volume /o
cubic yards
Use the following table to estimate the grading application fee. Use the greater of
the excavation and fill volumes.
QUANTITY IN CUBIC YARDS
RATE
Up to 50 CY
Free
51-100
$23.50
101-1,000
$37.00
1,001 -10,000
$49.25
10,001 - 100,000
$49.25 for 1 10,000
PLUS $24.50 for each additional 10,000 or fraction
thereof.
100,001 - 200,000
$269.75 for 1 100,000,
PLUS $13.25 for each additional 10,000 or fraction
thereof.
200,001 or more
$402.25 for 1 200,000,
PLUS $7.25 for each additional 10,000 or fraction thereof.
TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION
s
(1 +4 +5) $ 3 S77 —
The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the
submission of the application /plan and 2) a follow -up review associated with a correction letter. Each
additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the
Total Plan Review Fee.
Approved 09.25.02
Revised 03.18.03
Revised 05.13.03
Revised 06.07.04
1
Dos -obi
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW ma y adiust estimated fees
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TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
6. Permit Issuance(lnspection Fee (B +C +D) $ 87 s — ° - (6)
7. Pavement Mitigation Fee $ (7)
The pavement mitigation fee compensates the City for the reduced life span due to removal of
roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and
on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate
the pavement mitigation fee.
Approx. Remaining
Years
Pavement Overlay and
Repair Rate
per SF of lane width
20 -15 100%
$10.00
15-10(75%)
$7.50
10-7(50%)
$5.00
7-5(33%)
$3.30
5-2(25%)
$2.50
2 -1 10%
$1.00
0 -1
$0.00
b
8. GRADING Permit Review Fee $ 23 (8)
Grading Permit Fees are calculated using the following table. Use
the greater of the excavation and fill volumes from Item 5.
QUANTITY IN CUBIC YARDS
RATE
50 or less
$23.50
51-100
$37.00
101-1,000
$37.00 for 1 100 CY
plus $17.50 for each additional 100 or
fraction thereof.
1,001 - 10,000
$194.50 for 1 1000 CY
plus $14.50 for each additional 1,000 or
fraction thereof.
10,001 - 100,000
$325.00 for the 1S 10,000 CY
plus $66.00 for each additional 10,000 or.
fraction thereof
100,001 or more
$919.00 for 1 s' 100,000 CY
plus $36.50 for each additional 10,000 or
fraction thereof.
Approved 09.25.02 2
Revised 03.18.03
Revised 05.13.03
Revised 06.07.04
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TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
9. TOTAL OTHER PERMITS
A.
Water Meter- Deduct ($25)
B.
Flood Control Zone ($50)
C.
Water Meter- Permanent*
D.
Water Meter - Water only*
E.
Water Meter - Temporary*
* Refer to the Water Meter Fees in Bulletin Al
Total A through E $
10. ADDITIONAL FEES
A.
Allentown Water (Ordinance 1777)
$
B.
Allentown Sewer (Ordinance 1777)
$
C.
Ryan Hill Water (Ordinance 1777)
$
D.
Special Connection (TMC Title 14)
$
E.
Duwamish
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(
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G. Other Fees $
Total A through G $ (10)
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ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE
This fee includes two inspection visits per required inspection. Additional inspections (visits)
attributable to the Permittee's action or inaction shall be charged $47.00 per inspection.
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Approved 09.25.02 3
Revised 03.18.03
Revised 05.13.03
Revised 06.07.04
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Total: 2,097.50
6962 09/08 9716 TOTAL.. 22397.66
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doc: Receipt Printed: 09 -08 -2005
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Parcel No.; 0179001390
Permit Number
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Address: 12228 48 AV S TUKW
Status:
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Applied Date:
03/11/2005
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Issue Date:
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Balance:
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Type Method Description
Amount
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---- - - - - -- -- - - - - -- ---------------------
- - - - --
------ - - - - --
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2,097.50
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ACCOUNT ITEM LIST:
Description
Account Code
Current Pmts
------------------------ - - - - --
BUILDING .- RES
---------- - - - - --
000/322.100
------ - - - - --
1,981.50
PW LAND ALT PERMIT FEE
000/342.400
23.50
PW PERMIT /INSPECTION FEE
000/342.400
88.00
STATE BUILDING SURCHARGE
000/386.904
4.50
Total: 2,097.50
6962 09/08 9716 TOTAL.. 22397.66
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doc: Receipt Printed: 09 -08 -2005
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.� C ity of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 0179001390
Address: 12228 48 AV S TUKW
Suite No:
Applicant: NGO RESIDENCE
Permit Number D05 -081
Status: PENDING
Applied Date: 03111/2005
Issue Date:
Receipt No.: R05 -00360
Initials: SKS
User ID: 1165
Payment Amount: 1,625.98
Payment Date: 03/11/2005 09:48 AM
Balance: $2,097.50
Payee: JULIE QUACH /JUAN NGO
TRANSACTION LIST:
Type Method Description Amount
Payment Check 3820 1,625.98
ACCOUNT ITEM LIST:
Description ------- - - - - -- Account Code - Current - Pmts
----------------- --------- - - - - -- - - - - - --
! PLAN CHECK - RES 000/345.830 1,287.98
! PW BASE APPLICATION FEE. 000/322.100 250.00
I.
PW PLAN REVIEW 000/345.830 88.00
Total: 1,625.98
0863 03/14 971 TOTAL 1625.90
doc: Receipt Printed: 03 -11 -2005
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INSPECTION NO. PER
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Project:
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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6300 Southcepter Blvd., #100, Tukwila, WA 98188 (306)431-3670
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Project:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Project:
Type of Inspection: /
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670
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INSPECTION NO. PE�Mq.
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., *100, Tukwila, WA 98188 (20 -3670'
Proll c Tvna of action:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector Date.
$58.00 REINSPECTION IEE REQUIRED. Prior to inspection, fee must be
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CITY OF TUKWILA BUILDING DIVISION
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NOTES:
1. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.).
2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED
WITH 2" NOMINAL OR WIDER FRAMING, U.N.O.
3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS.
4. PER SIMPSON STRONG -TIE CONNECTORS.
S. COMMON NAILS, U.N.O.
6. APPLY TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING.
7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING
PANELS.
8. STAGGER NAILS ALONG ADJOINING PANEL EDGES.
9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED.
10. UNLESS NOTED IN DRAWINGS
11. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS Q 9" OC ELSEWHERE)
12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS ® 12" OC ELSEWHERE)
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DOCUMENT RECORDING
COVERSHEET
Return Address:
j JULIE QUACH
14310 - 4th Ave. SW
Burien, WA 98166
Document Title(s): Side Sewer Easement Agreement
Party: Ouaclr, Julie
Last First Initial
14310 — 4 Ave. SW
Address
Burien WA 98166
City State Zip
Legal Description: A Portion of the NE' /4 of the SEl /4, Sec. 10, T.23N., RAE.,
W.M., (a.k.a.) Lots 10 & 11, Block 8, Allentown Addtion to the
City of Seattle, volume 12 of plats, page 100, records of King
County.
Assessor's Property Tax Parcel/Account Number(s):
017900 -1390 017900 -1391
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Return Address: Julie Quach
1# 310 14 Ave S w
Title: SIDE SEWER EASEMENT AGREEMENT
Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY,
WASHINGTON.
Grantor. Julie Quach
Grantee: Julie Quach
i
Grantors Legal Description: LOT 10, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF
SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS,
PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
SITUATE IN COUNTY OF KING, STATE OF WASHINGTON.
Grantees Legal Description: LOT 11, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF
SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS,
PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
SITUATE IN COUNTY OF KING, STATE OF WASHINGTON.
TAX ACCOUNT NO. 017900 -1390 (LOT 10) 017900 -1391 (LOT 11)
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SIDE SEWER EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned,
owner(s) (Grantor) in fee simple of the land described as follows:
LOT 10, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO
THE PLAT THEREOF RECORDED IN THE VOLUME 12 OF PLATS, PAGE 100, RECORDS OF
KING COUNTY, WASHINGTON.
For and in consideration of mutual covenants and agreements hereinafter expressed and Other
good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the
parties hereto agree as follows;
1. The owners of the above described land do hereby define, grant and Convey to the present
and future owners (Grantee).of the land described as follows:
LOT 11, BLOCK 8, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO
THE PLAT THEREOF RECORDED IN THE VOLUME 12 OF PLATS, PAGE SITUATE IN
COUNTY OF KING, STATE OF WASHINGTON.
A non - exclusive perpetual Side Sewer Easement over, across, along, in, upon and under that
portion of said Grantors land described as follows:
THE WEST 20.00 FEET OF LOT 10, BLOCK 8, ALLENTOWN ADDITION TO THE CITY'OF'
SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN THE VOLUME 12 OF
PLATS, PAGE SITUATE IN COUNTY OF KING, STATE OF WASHINGTON.
2. This easement is for the sole purpose of the construction, use, and maintenance of a side
sewer, together with the right of ingress for such purposes.
3. Maintenance costs of the Side Sewer constructed within said easement shall be divided
equally between the fee simple owners of the Side Sewer that is used by only one of the Lot 10 or
Lot 11 owner, will be the sole responsibility of the lot owner using their individual line.
4. The amount and type of maintenance to be performed on the jointly used side sewer shall be
determined by the majority vote of the lot owners using the side sewer. Each lot shall have one
vote regardless of the number of owners owning any lot.
5. For the purpose of maintaining the side sewer within said easement, each fee simple owner
using the side sewer shall be assessed a proportional share of the actual cost of such
maintenance. Such assessment, together with interest thereon, and costs of collection as herein
provided, shall be a charge and become a continuing lien on the owner(s) land on which
assessment is made and shall be the personal obligation of said owner(s) at the time the costs
are incurred which form the basis of the assessment, If any assessment is not paid within (30)
days after it is due, the assessment shall bear interest from the due date at the rate of (12 %) per
annum and any of the said owner(s). May bring an action at law against the person or persons
obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such
action shall be added to the amount of such assessment and all such costs shall be included in
any judgment. The lien of the charges provided for in this instrument shall be subordinate to the
lien of any bonafrde mortgage or deed of trust.
6. The herein easement and covenants may be amended only upon the written agreement of the
Grantor and Grantee herein and shall be binding on all parties having or acquiring any right, title,
or interest in the land described herein or any pant there of.
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Juan-Nga and Julie Quach
Owner of LqtJ and 11
By
(STATE OF WASHINGTON)
'COUNTY OF 1� I h
I certify that I know or have satisfactory evidence that lea -N M Julie Quach Appeared before
me, and said person acknowledged thatyhe signed thus instrument, on oath stated thabhe was
authorized to execute the instrument, and acknowledged it as the owners of said
properties and to be the free and voluntary act and deed of such party for the uses and purposes
therein mentioned in the instrument.
Given under my hand and official seal this Est day of 0 1 0 6e r , 2005
Notary Public in and for theptat f
Washington, residing at: entoP7 -
Appointment expires: 6 = �Q�..... A. $ ►
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Indemnification and Hold Harmless
A T ■
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and Permit i emporary in Nature
Reference Number(s) of Related Document(s): D05 -081
Grantor: JUAN NGO, an Individual
Grantee CITY OF TUKWILA, a municipal corporation of King County, Washington
Work Location:
Along 48` Ave. South and adjacent to 12228 - 48` Ave. South
Abbreviated Work Description:
Work within the City Right -of -Way, including driveway access, and undergrounding of
power.
NOW, THEREFORE, the parties agree as follows:
The Permittee shall indemnify, defend and hold harmless the City, its officers,
agents and employees, from and against any and all claims, losses or liability,
including attorney's fees, arising from injury or death to persons or damage to
property occasioned by any act, omission or failure of the Permittee, its officers,
agents and employees, in using the City's right -of -way under this permit. This
indemnification and hold harmless shall not apply to any damage resulting from
the sole negligence of the City, its agents and employees. To the extent any of
the damages referenced by this paragraph were caused by or resulted from the
concurrent negligence of the City, its agents or employees, this obligation to
indemnify, defend and hold harmless is valid and enforceable only to the extent of
the negligence of the Permittee, its officers, agents, and employees. Further, the
right -of -way permit herein is wholly of a temporary nature and it vests no
permanent right to use whatsoever to the Permittee.
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IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this
;5A day of 'u n 2 , 2005.
Authorized Signature
Authorized Signature
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STATE OF WASHINGTON)
)ss.
County of King )
I certify that I know or have satisfactory evidence that Ju ah T - V v
and ---
is /afe the persono who appeared before me, and said individual}
acknowledged that he /she /they signed this instrument and acknowledged it to be
his/her /their free and voluntary act for the uses and purposes mentioned in this instrument.
Dated �I n e S, 2 00
A. DE ,
'�.> S910NFA��'' AI ice 1q. Deac
do r* f p Notary Public in and for the State of Washington
residin g at Re, nto r)
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PUB L% 2 s My appointment expires 6
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IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this
;5A day of 'u n 2 , 2005.
Authorized Signature
Authorized Signature
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STATE OF WASHINGTON)
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County of King )
I certify that I know or have satisfactory evidence that Ju ah T - V v
and ---
is /afe the persono who appeared before me, and said individual}
acknowledged that he /she /they signed this instrument and acknowledged it to be
his/her /their free and voluntary act for the uses and purposes mentioned in this instrument.
Dated �I n e S, 2 00
A. DE ,
'�.> S910NFA��'' AI ice 1q. Deac
do r* f p Notary Public in and for the State of Washington
residin g at Re, nto r)
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PUB L% 2 s My appointment expires 6
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DATED this I -7h day of 5 2005
GRANTEE: CITY of TUKWILA
By: 7d C, emb-IN ln�z?�C_Sk
Print Name: James Morrow
Its:
Public Works Director
STATE OF WASHINGTON)
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COUNTY OF KING )
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On this day, before me personally appeared JIM MORROW to me known to be the
PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on
behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and
acknowledged that he is authorized to do so at his free and voluntary act and deed, for the
uses and purposes therein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year
first above written.
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
1908
August 2, 2005
Juan Ngo
JN Builders Inc
14310 4th Avenue SW
Burien, WA 98166
RE: CORRECTION LETTER #3
Development Permit Application Number D05 -081
Ngo Residence —12228 — 48' Avenue S
Dear Mr. Ngo:
q
This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved.
All correction requests from each department must be addressed at the same time and reflected on your drawings. I
l have enclosed comments from the Planning Departments. At this time, the Building, Public Works and Fire
Departments have no comments.
Plannine Department: Brandon Miles, at 206 - 431 -3684, if you have questions regarding the attached
memo.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or
i other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other
documentation be resubmitted with the appropriate revision block.
i
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through
the mail or by a messenger service.
If you have any questions, please contact me at (206) 433 -7165.
I
1 Si -erely,
Bren Ho t
Permit Coordinator
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xc: File No. D05 -081
PAplanning %rendaW05 -265 — correction hr kl.doc
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6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206- 431 -3670 * Fax: 206 -431 -3665
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PLANNING DIVISION COMMENTS
k DATE: July 20, 2005
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, � CONTACT: Juan Ngo
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RE: D05 -081
ADDRESS: 12248 48` Ave South
The Planning Division of DCD has reviewed the above permit application that was submitted on July 19, 2005. The
i application cannot be approved.
' 1. Tukwila Municipal Code (TMC) 8.25 governs the vehicle storage and parking on single- family residential
The provisions of the code strict] limit the amount of approved durable uniform surface per lot.
property. P Y l� PP P
TMC 8.25.020 (E) notes:
"No more than 50 percent of the front vard or R00 sanare feet. whichever is smaller. may be amnroved durable
uniform surface ".
The site map provided shows a front yard of 600 square feet. The driveway occupies an area of 400 square
feet, which is greater than 50 percent of the front area.
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June 20, 2005
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Mr. Juan Ngo
J.N. Builders, Inc.
14310 4` Avenue S.W.
Burien, Washington 98166
RE: CORRECTION LETTER #2
Development Permit Application Number D05 -081
Ngo Residence —12228 48 Avenue S.W.
Dear Juan:
This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved.
All correction requests from each department must be addressed at the same time and reflected on your drawings. I
have enclosed. comments from the Building Department. At this time, the Planning, Public Works and Fire Departments
have no comments.
Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the
attached memo.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or
other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other
i documentation be resubmitted with the appropriate revision block.
i In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through
k the mail or by a messenger service.
If you have any questions, please contact me at (206) 433 -7165.
! Sincerely,
Stefania pencer
Permit Technician
encl
xc: File No. D05 -081
T:\Links \Docs \D05- 081005 -081 -Correction Letter #2.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665
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Building Division Review Memo
Date: June 13, 2005
Project Name: NGO Residence
Permit #: D05 -081
Plan Review: Allen Johannessen, Plans Examiner
A Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size).
(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
On page (3), the house plan north wall exceeds brace wall lines design limit per IRC R602.10.11.
Exterior brace wall lines shall have a braced wall panel or engineered collector wall located at each
end of the braced wall line. The angle entry wall, shown as a braced wall does not qualify for a brace -
wall panel connection per R102.10.5. Revise plans to show prescriptive brace walls meeting the
requirements for brace wall lines or provide engineering with details that show the stairway and garage
brace walls shall qualify as collector walls for the north wall.
2 The two front Lateral Restraint Panels (LRP) shown each side of the garage shall require engineered
details with calculations that qualify the LRP floor to floor framing for a two story building.
3 On page (4), the house plan west end walls do not show wall bracing or LRP's as requested in item (5)
of the previous (May 9") Review Memo "Show the lateral restraint panels at each end of the second
floor". Revise the west wall on the upper floor plan that meet requirements for wall bracing and show
details for connecting to the wall panels between both floor levels.
4 The west walls 3' -0"x4' -0" single hung windows shown, generally do not meet egress requirements per
R301.1.2 for net minimum 24 inch opening height. An alternative would be a casement style egress.
Revise windows to meet window egress requirements and relocate as necessary to meet wall - bracing
requirements as described in item (2) above. (R31.01.1)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
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May 13,
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Mr. Juan Ngo
14310 0 Avenue S.W.
Burien, WA 98166
RE: CORRECTION LETTER #1
Development Permit Application Number D05 -081
Ngo Residence —12228 48 Avenue South
Dear Juan:
This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved.
All correction requests from each department must be addressed at the same time and reflected on your drawings. I
have enclosed comments from the Building, Planning and Public Works Departments. At this time, the Fire Department
has no comments.
Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the
attached memo.
Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the
attached memo.
Public Works Department David McPherson, at (206) 431 -2448, if you have questions regarding the
attached memo.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or
other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throual:
the mail or by a messeneer service.
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If you have any questions, please contact me at (206) 433 -7165.
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Building Division Review Memo
Date: May 9, 2005
Project Name: NGO Residence
Permit #: D05 -081
Plan Review: Allen Johannessen, Plans Examiner
A Building Division plan review has been conducted on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size).
(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
1 General: The "IRC Expanded Code Text' shown on sheets "A" through "O ", appear to reflect an early printing of
the 2003 IRC. The Washington State has adopted the third printing of the 2003 IRC. Examples of changes are;
(a) the use of 3" x 3" plates washers rather then 2 ", section R602.11.1, (b) some of the referenced tables from
IRC Chapter 4. A complete review of the Code Text should be completed and revised as necessary.
2 The above noted "IRC Expanded Code Text", also refers to Amendments by King Co. title 16,21 a. The City of
Tukwila does not recognize the King County Amendments. Revise plan notes as applicable.
3 The two Lateral Restraint Panels (L R P) for the garage do not meet the prescriptive code requirements of IRC
Chapter 6. To meet current code requirements, revise the length of the end panel to the prescriptive
requirements in IRC Section 602.10.6, or provide an engineered LRP design.
4 On the main floor plan on sheet 3, show the location and type of the East wall, (fireplace end) Lateral Restraint
Panels.
5 Show the lateral restraint panels at each end of the second floor. Detail the required connections from floor to
floor.
6 The plans do not show the length or detail of materials used in the interior brace wall construction in the area of
the stairs. Provide plan detailed dimensions and the method used for the interior brace wall panels meeting
prescriptive Code requirements.
7 The stairs detail (sheet 8) does not meet the tread requirements for 10" treads (R311.5). Revise detail to be
consistent with current code requirements.
8 On the previous "Completeness Memo" dated March 8, 2005, 1 requested that a note "PLAN REVERSED"
where plans are flipped or reversed. Provide the requested note on the plans that clearly show when plans are
reversed.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670.
No further comments at this time.
• Page 1
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0 ,' • '�' •` 2 Ci ty of Tul"ila Steven M. Mullet, Mayor
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J' = Department of Community Development Steve Lancaster, Director
1908
PLANNING DIVISION COMMENTS
DATE: May 11, 2005
CONTACT: Juan Ngo
RE: D05 -081
ADDRESS: 12228 48' Ave S
The Planning Division of DCD has reviewed the above permit application that was
submitted on March 11, 2005. The application does not meet applicable zoning code
requirements. -
I. The property is zoned Low Density Residential (LDR). The following setbacks
apply to the LDR zone, 20 feet front, five on all sides, and ten on the rear. The site
map provided has the setbacks measured from pro�erty line to foundation.
However, the elevation drawings show that the 2" floor of the house will extend
into the setback area. The only intrusion permitted in the setback area are roof
overhangs and then on 18 inches.
2. When you resubmit, please clarify on the site map where the house foundation will
be located.
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{ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665
. ' ,
CITY OF TUKWILA
PUBLIC WORKS DEPARTMENT
REVIEW COMMENTS
DATE: May 6, 2005
PROJECT: Ngo - (SFR)
12228-48 1h Ave. South
Parcel No. 017900 -1390
PERMIT NO: D03 -387
PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you
have any questions regarding the following comments.
1. Provide, as applicable, additional information on your site plan. Include;
edge of existing pavement, storm drainage infiltration for downspouts and
driveway (may use drywell(s) or infiltration trenches, undergrounding of
I power, existing utilities in street, etc. See sample plan sheet — enclosed.
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2. Verify if there is an existing sanitary sewer stub for the South portion of
this parcel. Sharing a side sewer will require approval by the City Senior
Sewer Engineer and a private easement/agreement.
eement.
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3. Pavement mitigation fee may appy to this permit, if existing pavement
within 48 Ave. South is open cut. See Pavement Mitigation Bulletin no.
A6 — enclosed.
4. Provide signed with Notary, a Hold Harmless Agreement for work within
the public right -of -way — see enclosed.
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`v im`:. Department of Community Development Steve Lancaster, Director
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1908
March 17, 2005
Mr. Juan Ngo
14310 4"' Avenue Southwest
Burien, Washington 98166
RE: Letter of Incomplete Application # 1
Development Permit Application D05 -081
Ngo Residence — 12228 48` Avenue South
Dear Juan:
This letter is to inform you that your application received at the City of Tukwila Permit Center on March 11, 2005, is determined
to be incomplete. Before your application can continue the plan review process the following items need to be addressed:
Buildina Department: Allen Johannessen, at 206 433 -7163, if you have questions concerning
the attached memo.
Planning Department: Brandon Miles, at 206 431 -3684, if you have questions concerning
the following:
1. Please see Building Department Comments.
Fire Department Don Tomaso, at 260 575 -4404, if you have questions concerning the
the following:
1. Please show the distance to the closest fire hydrant by path of travel.
Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation.
The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the
appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for
your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Sincerely,
Stefania pencer
Permit Technician
Enclosures
File: Permit File No. D05 -081
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
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Tukwila Buil ding Divisio
Allen Johannessen, Plan Examiner
Determination of Completeness Memo
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Project Name: NGO Residence
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Permit #: D05 -081
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Plan Review: Allen Johannessen, Plans Examiner
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A Building Division has deemed the subject permit application incomplete. To assist the
applicant in expediting the Department plan review process, please forward the following
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comments.
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PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the
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same size).
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(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
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1. The plans submitted have two combined sets, one set reversed with the other set. This is
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too confusing for an acceptable plan submittal. Resubmit a set of plans (with out the set
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with reversed lettering) with a regular set. On the regular set mark "PLAN REVERSED" on
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each applicable sheet. (2003 IRC R106.1.1)
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2. The house footprint encroaches on the front property line by two feet on the upper level.
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The TMC 18.10.060 (Tukwila Municipal Code) yard set backs are 5 feet on the sides, 10
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feet to the rear and 20 feet to the front. Re- submit the drawings to show compliance to the
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TMC code and the TMC 18.10.057. The TMC can be viewed on the Tukwila web -site at:
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hftp://webserver/tmcltmcinfo.htm
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Should there be questions concerning the above requirements, contact the Building Division at
206 -431 -3670. No further comments at this time.
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PLAN REVIBIVROUTING SIJP
ACTIVITY NUMBER D05 -081 DATE 10/19/05
PRD,MT NAM Nqo Residence
3TEADDRE& 1222848 Lh Ave S
Original Plan Submittal _Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Is Issued
D EPARTM EN TSB
Building Division ❑ Fire Prevention ❑ Planning Division ❑
Public Works �r Structural ❑ Permit Coordinator
�� �1 10 f
16 IN
DErE MINATION OFCOMPLETBVESS (Tum Thurs.) DUEDATE 10/20/05
Complete ❑� Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
I NCOM PLETE LETTER MAILED: LETTER OF COM PLETEV ESS MAI LED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TU ESITH U RS RD N G:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIIrV ERS;INITIALS DATE
APCQnvei cnP rnR{?Ir_TlnNQ% ni i 11/17/AA;
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PLAN REVIEW/ F�UTING SLIP
ACTIVITY NUMBER D05 -081 DATE: 8 -23 -05
PROJECT NAME NGO RESIDENCE
SITE ADDRESS: 12228 48 " S
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS
Building Division ❑ Fire Prevention ❑ Plannin� Division
Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-30-05
Complete Z Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS 7TING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS DUE DATE: 9-27
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing sllp.doc
2 -28.02
❑ No further Review Required
DATE:
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D05 -081 DATE: 7 -19 -05
PROJECT NAME NGO RESIDENCE
SITE ADDRESS 12248 48 " S
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 2 Revision # After Permit Issued
DEPARTMENTS:
SpK d&4"(
uil 'ng Division Fire Prevention ❑ Planning Division
Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-21-05
Complete d Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TOES /THURS 7TING:
Please Route Structural Review Required ❑
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 'Z ''OS
Departments issued corrections: Bldg ❑ Fire ❑ Ping Pw ❑ Staff Initial
Documents /routlng slip.doc
2 -28 -02
No further Review Required ❑
DUE DATE: 8-18-05
Not Approved (attach comments)
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PEAMI iL COORD COPS
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -081 DATE: 06 -08 -05
PROJECT NAME: NGO RESIDENCE
SITE ADDRESS: 1222848 TH AVENUE SOUTH
Original Plan Submittal _Response to Incomplete Letter #
X Response to Correction Letter # I Revision #_after /before permit is issued
DEP ARTM E�.`�'`
(a -l3 -os
Buildin � ivision Q Fire Prevention
Public,�I,llgrks &G 6- ly- 5 / Structural
❑ Plarining Division 1E
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete ❑
Comments:
DUE DATE: 06 -09 -05
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS R TING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
x
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions ❑
Notation:
DUE DATE: 07 -07 -05
Not Approved (attach comments)
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments Issued corrections: Bldg )4 Fire ❑ Ping ❑ PW ❑ Staff Initials
PERMIT COORD COPY
DocumenWrougng slip.doc
2.28.02
❑ No further Review Required
DATE:
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ACTIVITY NUMBER: D05 -081 DATE: 05 -02 -05
PROJECT NAME: NGO RESIDENCE
SITE ADDRESS: 1222848 TH AVENUE SOUTH
Original Plan Submittal
Response to Correction Letter #
`Response to Incomplete Letter # 1
Revision # after /before permit is issued
DEPARTMENTS.-
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Structural ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
j TUES /THURS RO TING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS DUE DATE: 05 -31 -05
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: — .5' - /310 0 . -1 r -
Departments
issued corrections: Bldg R( Fire ❑ Ping Pe PW X Staff Initials: -S;eS
PERMIT COORD COPY
Documents /routing slip,doc
2.28.02
DUE DATE: 05 -03 -05
Not Applicable ❑
❑ No further Review Required
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -081 DATE: 03 -11 -05
PROJECT NAME: NGO RESIDENCE
SITE ADDRESS: 1222848 TH AVENUE SOUTH
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #� Revision #after /before permit is issued
DEPARTMENTS:
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Departments determined incomplete: Bldg Rf Fire X Pingo� PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required
REVIEWER'S INITIALS:
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APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions ❑
Notation:
REVIEWER'S INITIALS:
DUE DATE: 03 -15 -05
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
PERMIT COORD COPY
Documents /routlng slip.doc
2 -28 -02
Not Applicable ❑
DUE DATE: 04 -12 -05
Not Approved (attach comments) ❑
❑ No further Review Required
DATE:
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http:11www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 100 IO S Plan Check/Permit Number:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
9 Revision # I_ after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name:
Project Address: f(t ® v im Aare
Contact Person: If Phone Number: -90
Summary of Revision:
CITY OF YUKWILA
U C Y 1 9 2005
Sheet Number(s):
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Received at the City of Tukwila Permit Center by:
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Created: 8 -13 -2004
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6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
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Web site: hQ: /Iwww.ci.tukwila.wa.us
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❑ Response to Incomplete Letter #
Response to Correction Letter #
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Project Name: { n �QA�UL
Project Address: 4!& '(h ft S
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RECEIVW
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6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
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Fax: 206 - 431 -3665
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Created: 8 -13 -2004
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http :llwww.ci.tukwila.wa.us
' - - REVISfi" S' BMIT,TAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: Plan Check/Permit Number:
❑ esponse to Incomplete Letter #
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the mail fax, etc.
❑ Revision requested by a City Building Inspector or Plans Examiner
Response to Incomplete Letter #
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206431 -3665
Web site: hap: / /www.ci.tukwila.wa.us
Date. OE Plan ChecldPermitNumber:
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Department of
O Natural Resources and Parks
Residential Sewer Use Certification Wastewater Treatment
King County Division
(To be completed for all new sewer connections, reconnections, or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.)
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a
capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or
residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for
new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740.
(Please print or type)
Owner's Name ."�/ -tf✓ ���Q _
ast, first, Middle Initial)
Property Tax I.D. Number 0 7 , 90v 17 9f) -o
Subdivision Name 4 t5Ar - tOZZ ) Subdiv. #
Lot # /LJ , /�, Block #
Building Name
(if applicable)
Property �2,� �t 4 ` 5
Street Address
City, State, Zip - 7W .Gi f- -W '
Owner's Mailin
Address �� 31 0
(if different from
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Owner's Phone Number
Property Contact Phone Number
Party to be Billed tYi✓ �7y
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Party's Mailing Address iL�lb ,L4/
AE1.1 P—W #V A- 4 L�14 I -t -/C111
City or Sewer District
Date of Connection
Side Sewer Permit #
Demolition of pre- existing building? ❑ Yes ❑ No
Type of building demolished? 51/ 6LlDc01 C25!��
Sewer disconnect date?
For King County use:
Account #
Monthly Rate
Six Month Due
Residential Customer
PI IS check appropriate box: Equivalent (RCE) SIT REC T+�iC- `f�111:,
Lit Single- family 1.0
❑ Duplex (0.8 RCE per unit) 1.6`s'.`
❑ 3 -Plex (0.8 RCE per unit) 2.4
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No. of Units x 0.64 =
❑ Mobile home space (1.0 RCE per space)
No. of Spaces x 1.0 =
For condominiums, please fill out Supplemental Form A in addition to this form.
j I certify that the information given is correct. I understand that the capacity charge levied will be based on this information
and any deviation will require resubmission of corrected data for determination of a revised capacity charge.
Signature of Owner /Representative Date fU
Print Name of Owner /Representati
1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer
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PI IS check appropriate box: Equivalent (RCE) SIT REC T+�iC- `f�111:,
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❑ Mobile home space (1.0 RCE per space)
No. of Spaces x 1.0 =
For condominiums, please fill out Supplemental Form A in addition to this form.
j I certify that the information given is correct. I understand that the capacity charge levied will be based on this information
and any deviation will require resubmission of corrected data for determination of a revised capacity charge.
Signature of Owner /Representative Date fU
Print Name of Owner /Representati
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Look Up a Contractor, Electri flan or Plumber License Detail
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
i'
License Information
License
JNBUINB956DS
Licensee Name
J N BUILDERS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602454865
Ind. Ins. Account Id
Business Type
CORPORATION
Address 1
14310 4TH AVE SW
Address 2
Impaired
City
BURIEN
County
KING
State
WA
Zip
98166
Phone
2067993039
Status
ACTIVE
Specialty l
GENERAL
Specialty 2
UNUSED
Effective Date
3/10/2005
Expiration Date
3/10/2007
Suspend Date
SURETY
Separation Date
Parent Company
Previous License
JNBUIB *961 K5
Next License
#1
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
NGO, JUAN
PRESIDENT
03/10/2005
Bond Information
Bond
Bond
Company
Account
Effective
Expiration
Cancel
Impaired
Bond
Received
Bond
Name
Number
Date
Date
Date
Date
Amount
Date
WESTERN
SURETY
Until
#1
CO
69869268
03/10/2005
Cancelled
$12,000.00
03/10/2005
https : // fortress .wa.gov /lni/bbip /printer.aspx ?License= JNBUINB956DS
Pagel of 2
09/08/2005
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7
SECTION R301
DESIGN CRITERIA
2003 INTERNATIONAL RESIDENTIAL CODE
nsf5�o ov �+� yjz��vrNC�� NO 1/EMB i2 Zo�f'
BUILDING LANNING
8301.1 Desig BLI11(11110S alid structures, aria all p arts lhei
t
shell be constructed to safely support all loads, includinty dead
} ll t ,
loads loads roar' leads, Mood leads, snow loads., wi
loads and seismic.' loads iii rescribed by
this code. The con-
P
struc:tion of bui Id'n �s and structures shall result in a system that
a cons lete l()aJ path c g all loads a able of transferrin p rovides P P tn
from their of nt of on � i n throe t h the load-resisti elements to
P
L-11
the foundation.
R301 .2.1.1 Design criteria Construction in regions
where the basic wind speeds from Fi�urt R301.
equal or exceed 110 miles perhour (177.1 knilh)shallbe
designed in accordance with one of the following:
1. American Forest and Paper Association (AF &PA)
Wood Fran ie Constr MU)IIl(lI J * (')t - One- and
Two-Fanfilv Dtivellings (WFCM) or
2. Southern Building Cede Congress International
Standard fot Hurricane Resistant Re sidential
Construction (SSTD 10); or
3. Minimum Design Loads for Buildings and Other
Structures (ASCE-7): or
4. American Iron and Steel Institute (AISI). Standard
. for Cold - Formed Steel Fr aming - Prescriptive
Method for One- and Tivo-family Dwellings
(COFS/PM).
5. Concrete construction shall be designed in accor-
dance with the provisions of this code.
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
R301.2.2.2.2 Irre buildings. Concrete con-
struc:tion complyint; VVltfl Section R61 I or R612 and
conventional light - frame construction shall not be
used in irregular portions of structures in Seismic De-
sign Categories C,D, and D,. Only such irregular por-
tions of structures shall he deigned in accordance
with accepted engineering practice to the extent such
irregular features affect the performance of the con-
ventional framing system. A portion of a buildino
shall be considered to he irregular when one or more
of the following conditions occur:
1. When exterior shear wall lines or braced wall
panels are not in one plane vertically from the
foundation to the uppermost stOry in which they
are required.
Exception: For wood lloht- c.�onstruc-
Lion, floors with cantilevers or setbacks not
exceedi n o four ti mes the nomi dep of
the wood floorj are p ermitted to su port
P
Exception: For wood light -frame wall con-
struction one end of a braced wall panel
shall he permitted to extend more than 1 foot
(305 mm) over an opening of not more than
eight feet (2438 mm) in width in the wall be-
low provided that the opening includes a
header in accordance with the following:
1. The building width, loading condi-
tion, and member species limitations
of Table R50.2.5(1) shall apply and
2 . Not less than 1-2xl.2 or 2 -2x 10 for an
opening not more than b feet in width or
S. (,"ra\ ity loads carried at the end ofcan-
tilevered joists are limited to uniform
wall and root load and the reactions
t 1 headers having span of 8 feet
(2438 mm) or less,
. W hen ii section ot' tl()()r or roof is not laterall
scl Pl h y orted shear w -ills or braced wall lines on
all edoes.
Exception: Portions of floors that do not
support shear walls or braced wall panels
above, or roofs, shall be permitted to extend
no I1lUCk' than 6 feet (18.29 nom) beyond a
shear wall or braced wall line.
3. When the c:nci uf'u braced wall panel occurs over
an opening in the wall below and ends at a hori-
zontal distance breater than 1 foot (305 mm)
from the ed�,le of the opening. This provision is
applicable to shear walls and braced wall panels
offset in plans and to braced wall panels offset
out of plane as permitted by the exception to
Item 1 above.
Exception: For wood light -frame wall con-
struction, one end of a braced wall panel
shall be permitted to extend more than 1 foot
(3U5 mm) over an opening of not more than
eight feet (2. mm) in width in the wall be-
low provided that the opening includes a
header in accordance with the following:
.1., The building width, loading condi-
tion, and member species limitations
braced wall � anels that are out of p lane with -
"
SUBJECT TO DAMAGE FROM IC E SHIELD --- '
T R UNDER- AIR MEAN braced wall anels below rovided that:
ROUND WIND SEISMIC E WINE p p
line DESIGN LAYMENT FLOOD FREEZING ANNUAL cc
SNOW SPEED DESIGN F r o st ! ; h k Fl()or r by
• b c R D HAZARDS INDEX' TEMP l . are nominal inches 10 9 therm de th Termite Deca TEMP REQUI E
LOAD (mph) CATEGORY Wea 9 depth -- � - -- - -- - y__ _-: -- - - -- - . __ _- - -- _--. .__ -- __--- - - - - -- .-
{ # Aches ( mm by ? mm) or larcrer
t u
and P aced not more than 16 Inches
00
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For SL I and r square foot = 0.0479 kN /m', 1 mile per hour = 1.609 krn /h.
po pe q - -
4406 Ili l on center. _ _- - -_
• streng concrete or grade of masonry than i�ec�•�car` t�; vatic# the structural tural requirements of this c�xJe. The we ithei�ine c.•�)iilri�n
a. Weathering may require a h 1 oher �. } - • _
-- - - - •• •• �• determin from the N Bathe rin Pr o babi l itti Map Figure The rat of the b ac k s an to thc. cants 17 . (i.e.. neayli Bible niod rate or severe � for co n crc.te a• dc.t�rr���n «i tr � p � i P .
_ shall be tilled �n with the weather�n �nde� � �. ;
R30 1.20)]. The �.rade of masonr} tints s hall l be determined from ASTM C 34. C 55. C 62. C.` ,?. C 90, C 1 9. C 145, C 16 or C 65" lever at least ? to l .
line d may_ req uire dee �r footing: c than indicated in Flo -lure R403.1 c 1 ►. The jimsdiction siittll till in the frost line depth column �� ith the r�umilluiil � � _
b. The trot p y p� _ . Flt ��r joy �t� at e��d� c)t braced w l p an
depth of footing tx'l o«' fi n i Nh wade. -
ek are doubled • • • s ll fi l in this t ar of the taable «ith . ver` hea% t: ' "11"Od::rate tt hwa� �...�1i�}it tt modc't�ate: ' of �'tione to �l i`.�ht i ll aLc0rdance % �tt }-�� ore
C. The �ur��dj�tion ha l p
• c ' h i �t��r� of Ic x:al d�iil�a_e. 4. For wood-frame construction. a con -
R301 .2(6) dependin � on whether there ha. b ee n a _
. -• v� ith "r1��x�erate tc► �e�ere; • �li��ht to n ?��der.�t��• + ' ��r "i'l��ile t�� �li�ht" i ;� accorda v� ith f=i�vre R �(li .fit?) depend- tiilll�)l,l� riIll joi st 1� c��nnected to eI�ds
uric diction s hall t t l i r tl>> art of the table I RE CEMM
d. The � p 4. .
on w hether there hay tree n a h u stor of lo�.•al darna v C . ' • ��►' he Il N 1 c ed, '1Y OF TUKWIIA
.in } � ��� ail l �. aIltlle��er �l)l�t�. P
• - , tio shall till in this art ��f the table �� rth the �i;d speed ir�� :7� the ba1:.: �� ind �pc'�'d t��ap l t•i�ure R �tti . 'r-t �;. '�'4 Ind e�pt)�ure ,:ate�or} shall he drter-
ur�sdic n p�- t he ri j orsts shall bt s lic.ed usin a J�H Q8 �0�5 e . The J P P � �
Enineci on asite- specific b in accordance u ith Se Rao 1. . l .-.
��tiv anized x11t' tie 110t leis than C EMER
e,i� -n - i t m 'rature Khali he �el�'it d ir��n� the e��lui�ln� of �? •I,- percent values for u inter trom Aplvndix E) of the Iniernational f Ii[,� blil !
f. The outdoor d _
� drn b< l h e � _ � l . � � �{
- _ � i itch ( 1 - ) ( i 6 n1m tya��e) anti - ' 'ratures. shall be rmitted to r etlect hx:al cl i n1jte% or lax al w rather e \p�vrienee a.s deteriz»red b\ the bu ildin:o cif tr% sal . � � f
Code. Deviations. � in the :�ppendl � U t� mp< pe rmi t ted .
1- i �iche.s ( 38 n1 m ) w ide fastened
. The Jurisdiction shrill fill in thIS art ��f the table m ith the Sels rniic Des"L C`ate�Lv determInetl from Se tlon R.Ntfl •
. _ u ith six 16d nails on each side of the
shall fill in this art _ cif the table %% (a) the date of the juri,%bd ion % entr\ into) the'.�ati��nal Fl�x�d ln�ur�►n��e prc��_ram tdat�• tit ad��ption cif the iic•t .h . The j u r i sdiction p _ _ - .
► :} of t currently elf e�. m e FIR R M and f=BF\. I. car ether fltvK] ha72rd ma adopted h� the s plice o a block of the same size as the
code or ordinance for manaeement #, tl�k�d hazard areas f b the dater _ P
ComMunit •. as may be amended rim J oist of suf ficient length to fit se-
} } �
• _ - t- , . . ; . z . .z , �. f,.� Rtwx)*; . ~ .3 and Ryt)�.;+.3, t��r are:i� v� ttk a%erawe daily tem rature in Januan t. in ace e w if is '5` F= b etsvveen Scot-)n, R90 's. i . R%) 4. R90 Rte _ . Pe +curet ` the jo space at
w• n a historN of local damage from the effects cif ice �aunm�n�. the �un><iiction `hall till in this part of the table with Y (-C j or less, here there has bee u hich the lice occurs fastened . ith
- erwise, the jufisdictioa shall fill in this part of te table with N4. from - eitcht 16d nails on each Side of thc
Thejun'sdiction w • l car return 'ric�d air fc�eeTin Index t BF- -days) trtxn �-�gure R403. It 2) or the 100 -rear t 99 t � shall fill in this of the table ith the 00 - p� g z
• , • .. _ - • _ 32" ���. �� 1. s lice. and
data table Air Freenn Index L�SA Method t Bwe Fahrenheit . at mde.noaa.go tpSf him p Value on thc National Climatic Iota Center g $
iu risdictkm he table with the mean annual tens rature from the Nath Climatic Data Center data table ' :A or Free "ng Index USA I Pd is . 1�e i n th is part of �
3 2° F it " at vwnc& -
W ( BAse . .
) grrihW.htm1-
•
8.301.2.2 Seismic provisions. The seisinic� p rovisions cif
this cede shall apply l ' t0 blllldin(._s constructed III Seisniic
S1 0 11 Cate cyories C, D, and D.. GIs determined in accordance
with this sec.'tl()ll. Buildintys in Seismic Desig Categ
shell be desitylied in accordance with the Interntitional
Bui lding C ode, exc e t when the Se isnlic Desi cyn Categ is
P �
reclassified to a lower Seismic 1)esion Catep in accor-
dance With Section R3() I .?.?. I .
t
TABLE 8301.2.2.1.1
SEISMIC DESIGN CATEGORY DETERMINATION
CALCULATED S SEISMIC DESIGN CATEGORY
S 0.17 g A
0.178 <&S < 0.33g B
0.3-3g< SDS!� 0.50v,' C
0.50g < S r)s <_ 0.83g D,
0.83g< SDS <_ 1.17g D.
l .17g < S E
r
TABLE R301.5 '
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
(in pounds per square foot)
USE LIVE LOAD
N ot 3. l than
0I* ..x 1 0 for an :attic W ith storaoc, , �0
O pe 1 1111 t" I l � ) t 1110 i'e t l 1 i1 j � f� t` ' et 1 ' ll lvv
i �l t h ()r
4. •
Altics %k ithOLIt stoi•al'e� 1 U less dian 3-'\ I or 4-1
_X 10 for an
• Deck, st� 4()
t ape n t Il ` 11 c )t I11 t I'�,' t l a I1 t ee t ' it w _ - - - -_
lath
a 60
FAterior bZ11C011ies
. The e lemith ot' the hra�xd r . - , ti� �� 11 i r�. c. a c. s 40 an l shall not of c.*ur 0 \ r � open
�
� a I�
Guardrails and handrails ,�00 n the w al 1 hr.. to . _ _
in --till cone c)ne Ilt 50
c, n r� r> > G uardra i ls _. . When an o p f1 o ar ( r o ( c,,�cc e e s _
�. �. thy.
lesser of 1 ? feet ( 6's 7 ni ni � car 5fl p erce nt ��ehicle ��ara��es c� t the _ � _ . � _ __. _ _
least floor or roof dillielisiOn.
Rooms other than slee tno roo�nls 40
5. When p ortiOns ( Lt t�l c)() r le vel 1 ~ - �lre ��c'rt �� •
rooms
set � 0
Slee . _
1
Excep tions: Stairs t 40`
• t=��r Sl: 1 Fund p er square t����t = 0.0479 k�+ /n�'
k.' , 1 square inch = 645 mm`,
l . Frame Supported , po p y I�� . Lipp(�i t�.tl viii c.c.tl` ��)ntin- - • - l pound = 4.45 N.
uc)us f0und ations at the eriii�eter of � ,U
p a. Ele rated oara e floors shall be cap able of su p p or t i ng a .2(0 - pound load
P
t h e b uildillt ."'o applie � over a 2 square -inch area.
? . For wrood 1 1 oht-franie cc)n st �
i ) h. 'tics storaoe with roof slope not o% 3 units in 1 � units.
ru�tc.n., P
floors shall be permitted be \r to erti • - c. indl\�Idual stair treads shall be designed for the uniformly distributed live
•
call floor lead car a 300-pound concentrated load ac ting over an area o 4 square
� offset w�l�er� tl�e � �
• inches. whichever produces the greater stresses.
lap or tied tot�ether as required � bti
• d, A %sintle concentrated lead applied iti any direction at anv point along the
Section R 1.
to p.
6. When shear walls and brace wall _ • - �, � de cks . . , � . � . ,, 1 do not e. See Section R502. _. l tc)r attached to ext walls.
occur in two e endi��«lar directions. _ _ _ ., .. _ . , .
p t. Guard to -till �ot1� onents all these except the handrail), balusters a nd panel
r P
7. When stories c abo�� ' « part.all\ _ tillers shall be aesi�ned to withstand a horizontally applied normal load of
�. � rade o r �.oni _ .
Ste Pounds on an area equal to l square toot. This load need not be assumed to
letely braced by wood wall Fran �T i � , p tin_ n accoi
�- fr a inin (y
act c one urrc. ntl` with any ( the r 11\ e lead requirement.
�� dance with Section Rfi1)? or steel all �.,
in accordance with Section R603 i nc.loldt ina- SECTION R303
.sorry or concrete construct SECTION
VENTILATION AND HEATIN
Exception: Fireplaces. c. ~himne`�s . aid ina-
�
sonry veneer as permitted hv this code.
When this irre2ular1tV C.t lies, the '
pp entire
story shall be deksi in accordance with
accepted ent�tneerino
ite.
pmct
R301.2.2.4 Seismic Design
Structures assigned to Sei.%srnic
D-, shall confurni to the require
lCatecyury C and the aciditi(ma1
tion.
Categories :D and D,.
of
Desie,n Catecvories D and
�.+ Z
,ments for Seismic Desicyn
requirements of this sec-
R3U1..12.4.1 Height limitations. Nk'ood framed
buildimcls shall he limited. to thrcz �turies ahc ►%.e (raJe
or the hillit's ��ivzn in Table R602. 10. 1 - Cold-formed
steel framed h Shall he liniited to two sIOfIe.'s
above =r;.ide 111 1k.i(lrd xt ith COFS /PM. Nlezla-
nine• as defined in SeCtion 2.0.2- shall not he eonsiJ-
ered as stories.
R303.1 Habitable rooms. All habitable rooms shall be'
p ro-vided with abore` ate dazing area of not less than 8 percent
of the floor area of such rooms. Natural ventilation shall be
through windows, doors, louvers or other approved openings to
the outdoor air. Such openin�s shall be provided with ready ac-
cess or shall otherwise be readil y controllable by the building
occupant. The minimum operable area to the outdoors shall
be percent of the floor area being %
Exceptions:
1. The cylazeci areas need not be operable where the
Open in`T is mA required b� Section R3 10 and an ap-
prc�xeJ m«hanical ventilation system is provided ca-
pahle of producki 0 air change per hour in the
fc�ot11 or a %% hule-house mec hanical ventilation sN*s-
W IIl Is in,talled capable of supplying outdoor �
tio�n air cat l 0; cubic feet per minute (elm) (7.08 Us)
per occupant <<miputed on the basis of two occupants
1'()r the first be drk)oni and one ek�upant for each adcii
tiona! bedr(ioni.
'?.
The t2lared area• need not be prov ided in rooms where
ExCeption 1 above is ;atistied and artiticial light is
pro% ided capable of producing an average illumina-
tion of fi ftx1tCandles (6.46 lux) over the area of the
r(x)ti at a heit2hi ut ,0 inches 1762 R1R1) above the
R303*2 AdjoininM rooms, For the purpose of determining
light and Nlentilation requirements, any room shall be cunsi�i-
ereci as a port o t�an acije�inin� rc>um when at least one -halt of
the area of the cc�mmc�n will i� open and unobstructed and pro-
�'ides an opening cif nut less than one -tenth of the flour area of
the interior room but not leis than 26.5 square feet (2.32M *
R303-3 Bathroom B ath roo nis, w. ate
r closet c()t11 p arttYltnis
and ether similar rooms shall be p rovided with a�Tr > > - / -
4 � (7Cr t_. �ttc �,lal
ing area in windows l ess � �sq •�> o c f not than _ fe t (0.A2WV79
one -half of which must be o enable.
.Exception: The glazed areas Tall not be required «here ar-
tificial light and a mechanical ventilation s Y stem are pro-
vided. The minimum N rates shall be SU cfm (.23.6
L /s) for intermittent ventilation or 20 cfm (9.4 Us) for con-
tinuous ventilation. Ventilation air from the space shall he
exhausted directly to the outside. •
R303.6 Stairway illumination. All interior and exterior stair-
ways shall be provided with a means to illuminate the stairs In-
cluding the landings and treads. Interior stairways shall he
provided with an artificial light source located in the immediate
vicinity of each landing of the �tairway. For interior stairs the 1W
artificial light sources shall be capable of illuminating treads
and landings to levels not less than I foot-candles (11 lux) mea-
sured at the center of treads and landings. Exterior stairways
shall be provided with an artificial light source located in the
immediate vicinity of the top landing of the stairway. Exterior
stairways providing access to a basement from the outside
grade level shall be provided with an artificial light source lo-
cated in the immediate vicinity Of the bottom landing of the
stairway.
Exception: An artificial light source is not required at the
top and bottom landing, provided an artificial light source i
located directly over each stairway section. -
R303 .6.1 Light activation. The control for activation of the
required interior stairway lighting shalt be accessible at the
top and bottom of each stairway without travertiin� any of
steps. The illumination of exterior stairways shall be con-
trolled from inside the dwelling unit.
E xception: Lights that are c;c�ntinuc�u�l�' ffluillinated or
automatically controlled.
R303.7 Required glazed openings. Required glazed openinos
shall open directly onto a street or public alle }, or a yard or court
located on the same lot as the building.
R303.7.1 Roofed porches. Required glazed openings may
fare into a roofed perch where the porch abuts a street, yard
or court and the lont-T side of the porch's at least 6 percent
�p�n anti unobstructed and the eeilin�� height 'is not less than
7 feet ( 13 4 num) .
R303.8 Required heating. When the winter design tempera-
ture in Table R301 .2 i ► is belo%x fi0 °F (16'C). every dwelli'll
unit shall be provided �v ith heating: facilities capable of main
taining aminimum room te mperature of 68'F 1?OVC ► at a point
3 feet 191 4 mm) abuve the floor and 2 feet (6 10 mm) from exte-
nor v►•alh in all habitable rooms at the design temperature. The
installation of one or more portable space heaters shall not be
used to achieve compliance with this section.
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SECTION 8304
MINIMUM ROOM AREAS
8304.1 Minimum area. Every dwelling unit shall have at least
one habitable room that shall have not less than 124 square feet
(11.2M gross floor area.
SECTION 8304
MINIMUM ROOM AREAS
0
8304.1 Minimum area. Every dwelling unit shall have at least
one habitable room that shall have not less than 120 square feet
(11.2 m' -) of gross floor area.
8304.2 Other rooms. Other habitable rooms shall have a floor
area of not less than 70 square feet (6.5 m
Exception: Kitchens.
8304.3 Minimum dimensions0sHabitable rooms shall not be
less than 7 feet (2134 mm) in any horizontal dimension.
Exception.* Kitchens.
8304.4 Height effect on room area. Portions of a room with a
sloping ceiling measuring less than 5 feet (15,4 mm) or a
furred ceiling measuring less than 7 feet (2134 mm) from the
finished floor to the finished ceiling shall not be considered as
contributing to the minimum required habitable area for that
room.
SECTION 8305
CEILING HEIGHT
8305.1 Minimum height. Habitable rooms, hallways, corri-
dors, bathrooms, toilet rooms, laundry rooms and basements
shall have a ceiling height of not less than 7 feet (.2, 134 mm).
The required height shall be measured from the finish floor to
the lowest projection from the ceiling.
Exceptions:
1. Beams and girders spaced not leis than 4 feet (l 2W 19
mm) on center may project not more than 6 inches
(15. mm) below the required ceiling height.
2. Ceilings in basements without habitable spaces may
project to within 6 feet, � inches (?032 mm) of the fin-
ished floor and beams, birders, ducts or other ob-
structions may project to vk 6 feet, 4 inches { 193 1
mm} of the finished floor.
3. Not more than 50 percent of the required floor area of
a room or space is permitted to have a sloped ceiling
less than 7 feet (2 134 mm) in height with no portion of
the required floor area less than 5 feet ('15.24 mm) in
height.
4. Bathrooms shall have a minimum ceiling height of 6
feet 8 inches (0 2036 mm) over the fixture and at the
front clearance area for fixtures as shown in Figure
8307.?. A shower or tub equipped with a showerhead
shall have a minimum ceiling height of 6 feet 81nches
( mm) above a minimum area 30 inches (762
mm) by 30 inches 062. mm) at the showerhead.
SECTION 8306
SANITATION
8306.1 Toilet facilities. Every dwelling unit shall be provided
with a water closet, lavatory, and a bathtub or shower.
8306.2 Kitchen. Each dwelling unit shall be provided with a
kitchen area and every kitchen area shall be provided with a
sink.
8306.3 Sewage disposal. All plumbing fixtures shall be con-
nected to a unitary sewer or to an approved private sewage dis-
posal system.
8306.4 Water supply to fixtures. All plumbing fixtures shall
be connected to an approved water supply. Kitchen sinks, lava-
tories, bathtubs, showers, bidets, laundry tubs and washing ma-
chine outlets shall be provided with hot and cold water. * ;
SECTION 8307
TOILET, BATH AND SHOWER SPACES
R307.1 Space required. Fixtures shall be spaced as per Figure
8307.2.
8307.2 Bathtub and shower spaces. Bathtub and shower
floors and walls above bathtubs with installed shower heads
and in shower compartments shall be finished .with a
nonabsorbent surface. Such wall surfaces shall extend to a
height of not leis than 6 feet (1829 mm) above the floor.
R307.2. A shower or tub equipped with a showerhead
shall have a minimum ceiling height of 6 feet 8 inches
• (?036 mm) above a minimum area 30 inches (762
mm) by 30 inches (762 mm) at the showerhead.
SECTION 8309
GARAGES AND CARPORTS
8309.1 Opening protection. Openings from a private garage
directly into a room used for sleeping purposes shall not be per-
mitted. Other openings between the garage and residence shall
be equipped with solid wood doors not less than 1' /� inches (35
mm) in thickness, solid or honeycomb core steel doors not les's'
than l inches (35 mm) thick, or 20- minute fire -rated doors
R309.1-1 Duct penetration. Ducts in the garage and ducts
penetrating the walls or ceilings separating the dwelling
from the garage shall be constructed of a minimum No. 26
gage (0.48 mm) sheet steel or other approved material and
shall have no openings into the garage.
8309.2 Separation - required. The garage shall be separated
from the residence and its attic area bv not less than '/_ -inch
(12.7 mm) gypsum board applied t�� the garage side. Garages
beneath habitable rooms shall be separated from all habitable
rooms above b y not lets than `/,-inch (15.9 mm) Type X gyp-
sum board or equivalent.'Where the separation is a floor-ceiling
a•serr�bl��, the structure supporting the �eparativn shall also be
protected bv not less than '/_ -inch ( 1 .2 .7 mm) Rvpsum board or
equivalent.
8309.3 Floor surface. Garage tl(x)r surfaces shall be vt ap-
prowd noncombustible material.
8309.4 Carports. Carports shall be open on at least two side.
Carport floor surfaces shall be of approved noncombustible
material. Carports not open on at leapt two sides shall be con-
sidered agarage and shall comply with the provisions of this
section for garages.
Exception: Asphalt surfaces shall be permitted at ground
level in carports.
Theareaof flour used for parking of autc�mobiles or other ve-
hicles shall be sloped to facilitate the movement of liquids to a
drain or toward the main vehicle entry doorway
,
SECTION 8310
EMERGENCY ESCAPE AND RESCUE OPENINGS
R310.1 Emergency escape and rescue required. Basements
with habitable space and every sleeping room shall have at least
one openable emergency escape and rescue opening. Where
basements contain one or more Sleeping rooms,
egress and rescue openinos shall be required in each sleeping
room, but shall not be required in adjoining areas of the base-
ment. Where emergency escape and rescue openings are pro-
vided they shall have a sill height of not more than 44 inches
(1118 mm) above the floor. Where a door opening having a
threshold below the adjacent ground elevation serves as an
emergenc escape and rescue opening and is provided with a
bulkhead enclosure, the bulkhead enclosure shall comply with
Section 310.x. The net clear opening dimensions required by
this section shall be obtained by the normal operation of the
emer�encv escape and rescue opening from the inside. Emer- 01
genryescape and rescue openings with a finished sill heicyht be-
low the adjacent ground elevation shall be provided with
Window vvell in accordance with Section 8310.2.
R310.1.1 Minimum opening area. All emergency escape
and rescue openings shall have a minimum net clear open-
inQ of 5.7 square feet (0.530 m
Exception: Grade floor openings shall have a minimum
net clear opening of 5) square feet (0.465 m').
R
W
�I
� ' n height. The rn i n i mu m net �� 8310.1. T i n i m u rn o e n i _ _ .,�.. -�-�. -^ ..�
Clear opening height shall be 2.4 inches (610 mm).
m ne
8310.1.3 N opening width. The m�nimu
clear opening width shall be 2.0 inches (508 mm).
r tional constraints. Emeraency esca e and : 11310. l.� t� e a P _
rescue openings shall be operational from the inside of the'.
re5� p � p . _
room without the use of keys or tools.
R310.2 Window wells. The minimum horizontal area of the
window well shall be 9 square feet (0.8 4 m' ), with a minimum
horizontal projection and %vidth of 36 inches (914 mm). The
area of the windo\% well shall allow the emergency escape and
rescue opening to be fully openzd.
Exception: The ladder or steps required bY Secti011
R310.2.1 shall be permitted to encroach a marirtlum of 6
inches (152 mm) into the required dimensions of the w in-
R310.?.l Ladder and steps. Window wells with a vertical
depth `realer than �t inrhes (11 18 min) shall be equipped
vvith a permanently affixed ladder or steps usable with the
Window in the fully open on position. Ladders or steps required
b\ this action shall not be required to comply with Sections
R311.5 and 8311.6 or rungs shall have an inside
-- -� -- � -- -- � � -- -L - -.:Inc ��t ..t_..tt r.�:.:�..s ... loti�• 2
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w iatn of at ie:ist i � incnc, t ,�r� ���«i t 111sL1 pi VivZi aal �-r --- � ---
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inches (76 mm) from the wall and shall he spaced not more �-
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N OS 20M
P r cEriTEq
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t
than 18 inches (457 nini) can center vertically f0r the gull Exception: Thelanding at an exterior doorway shall than 30 (Q.51 rad) degrees from the vertical. Open risers
height of the wiiicimkp «call. not be more than 7 inches (196 mm) below the top are permitted, provided that the opening betwbetween tread
R310.3 Bulkhead enclosures. 13LIlkhead cnC- Iosures shall pro- of the threshold, provided the door, other than an exte- does not permit the passage of a 4 -inch diameter H 020
Vide direct - to the ha�� ��icr�t. Tile bulkhead ens Ic��urc: rior storm or screen door does not swing over the land- mm) sphere.
with the door pane in the fUlly open position shill provide the I fig Exceptions
rnininium net clear upenino required bv Section R310.1-1. The width of each landing shall not be less than the door I . A nosing is not required where the tread depth i�
Bulkhead encl��Sur��s Shull alsc� comply with Section served. Every landing shall have a minimum dimension of � y
R31 1.5.K.?. 36 inches (914 mm) measured in the direction of travel. a minimum of 1 1 inches (.... 79 film).
2. The opening between adjacent treads, is not lini-
R310.4 Bars, grills, covers and screens. Bars, grills, covers, R311.4.4 Type of lock or latch. All egress doors shall be ited on stairs xv ith a total ripe of .10 inches (76.2.
screens or similar dev ices are permitted to be placed over emer- readily.vpenable from the side from which egress is to be
mm) or leis.
gency escape and rescuLl openings, bulkhead enclosures, or made without the use of a key or special knowledge or effort,
window wells that serve such openings, provided the minimum R311.5.4 Landings for stairways. There shall he a fl oor or
net clear opening size complies with Sections R310.1.1 to R311.5 Stairways. � landing at the top and bottom of each stairway.
R310.1.3, and such devices shall be releasable or removable R311 .5.1 Width. Stairways shall not be less than 36 inches
from the inside without the use of a key, tool or greater (914 mm) in clear width at all points above the permitted Exception: A floor or landing is not required at the top of
an interior tight of stair, provided a door does not swin�
than that which is required for normal operation of the escape handrail height and below the required headroom height. over the stairs.
and rescue opening. Handrails shall not project more than 4.5 inches (114 mm)
. SECTION R311 on either side of the stairway and the minimum clew width A flight of stairs shall nog -have a ��ertical rise greater than
of the stairway at and below the handrail height, including 12 feet (3658 mm) between floor levels or landings.
MEANS OF EGRESS treads and landings, shall not be less than 31.5 inches (787
R311.1 General. Stairways, ramps, exterior exit balconies, mm) where a handrail is installed on one side and 27 inches The width of each landing shall not be less than the stair-
hallways and doors shall comply with this section. (698 mm) where handrails are provided on both sides. Way served. Every landing shall have a minimum dimension
• of 36 inches (9l4 mm) measured in the direction of travel.
R311.2 Construction. Exception: The width of spiral stairways shall be in ac-
R311.2.1 ,Attachment. Required exterior exit balconies, cordance with Section R3 11.5.8. R311.5.5 Stairway walking surface. The walking surface
stairs and similar exit facilities shall be positively anchored R311.5.2 Headroom. The minimum h all parts of treads and landings of stairways shall be sloped no
to the primary structure to resist both vertical and lateral steeper than one unit vertical in 48 inches horizontal (2 -per-
of the stairway shall not be less than 6 feet 8 inches (2036 cent slope).
forces. Such attachment shall not be accomplished by use of mm) measured vertically from the sloped plane adjoining
toenails or nails subject to withdrawal. the tread nosing or from the floor surface of the landing or R311.5.6 Handrails. Handrails shall be provided on at least
R311.2.2 Under stair protection. Enclosed accessible platform. one side of each continuous run of treads or f with four
or more risers,
space under stairs shall have walls, under stair surface and R311.5.3 Stair treads and risers.
any soffits protected on the enclosed side with' /, -inch (12.7 - - R311.5.6.1 Height. Handrail height, measured vertically
MM) gypsum b Jad. R311.5.3.1 Riser height. The maximum riser heierht from the sloped plane ad�oining the tread n�sing, or fin-
shall be 7 /,� inches (196 mm). The i7ser -shall be mea- p �
Y is R311.3 Hallways. The minimum width of a hallway shall be sured verticall between leading h surface of ramp slope, shall be not less than 34 inches
y edges of the adjacent
not less than 3 feet (914 mm). treads. The 9 reatest riser height within any flight of stairs ('864 d not more than 38 inches (965 mm).
R31 1.4 Doors. shall not exceed the smallest by more than 3 / g inch (9.5 R311.5.6.2 Continuity. Handrails for stairways shall be
8311.4.1 Exit door required. Not less than one exit door mm)' continuous for the full length of the flight, from a point
q - directly above the top riser of the flight to a point directiv
conforming to this section shall be provided for each dwell- 8311.5.3.2 Tread depth. The minimum tread depth above lowest riser of the flight. Handrail ends shall be re-
ing unit. The required exit door shall provide for direct ac- shall be 10 inches (254 mm). The tread depth shall be turned or shall terminate in newel posts or safety termi-
cess from the habitable portions of the dwellincr to the measured horizontally between the vertical planes of the naffs. Handrails adjacent to a ���all shall havet space of not
exterior without requiring travel through a garage. Access to foremost pr ojection of adjacent treads and at a right angle � p
habitable levels not having an exit in accordance with this � to the tread's leading edge. The greatest tread depth g��ss than ]' /, inch (,R mm) between the wall and the
handrails.
section shall be by a ramp in accordance vvith Section within any flight of stairs shall not exceed the smallest b
3/ y
8311.6 or a stairv�-ay in accordance with Section 831 1.5. more than K nc(.5 mm). Winder treads shall have a Exceptions:
R31 1.4.2 Door t�� e and size. The re wired exit door shall minimum tread depth of 10 inches (254 mm) measured
p q above at a point 12 inches (305) � . H
as a ndrails shall be permuted to be interrupted
be aside- hinged door nit less than 3 feet (914 mm) in width mm from the side by a newel post at the turn.
and 6 feet g inches (20342. mmj in hei�hz. Other doors shall where the treads are narrower. Winder treads shall have a
not be required to compl } Nvith these minimum dimensions. minimum tread depth of 6 inches (1 .52 mm) at any point. ?. The use of a volute. turnout startina easiniL., or
Within any flight, of stairs, the greatest winder tread startin�.: newel shall he al ic��v e�! c�\ the loWest
8311.4.3 Landings at doors. There shall be afloor Orland d �pth at the 12 inch (3U5 mm) walk line shall not exceed tread.
ing on each side of each exterior door. the smalie.st bv more than '! inch (9.5 mm). R311.5.6.3 Handrail grip size. All required handrail,
Exception: Nk"here a :tair«av of two or fewer risers is 10 R3 1.�.3.3 Profile. The radius of cun�ature at the lead- shall be of one of the follm% inu t\-Pe, or provide eyui%
rated on the exterior side cif a doer, other than the re- lent edge the tread shall be no greater than 9 / inch j�nt ��ru�p:�hilit�.
quired exit doer, a landint'.Y i• 110t required tor the exteri��r � �.3 mm . ,A nosing y; inch �� 1 . T\ pe I. Han�iruiis �� ith :� �irc ul:�r cru., �e�tion ,hall
side of the d�x�r. � ) o ing nit 1s5 than � /.� (19 mm 1 but h:�� �n out�i�3c: diameter ��f at l�a�t 1' /, in�h�s (��'
not more than l /, inch (3.2. mm) shall be pro�-ided on The floor or lanciin�� at the z it dcx�r reyuir�d b�• section aim) and not `_rzat��r than 2 inches (� 1 mm). If the
stairways with solid risen. The greatest nosing projec
R311.4.1 shall not be more than 1.5 inches (38 mm) lo%ver tion shall not exceed the smallest nosing projection by handrail is. not circular it :hall h a��e a perimeter di-
than the top of the threshold. The floor or landing at exterior more thanY, inch (9.5 mm) between two stories, includ- mensiun of at C'1,i 4 inches (10? mm) and not
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doors other than the exit door required by Section R311.4. l ing the nosing at the level of floors and landing. ca�c� i��a�� u'i ����[1C� 1 I 011 mm) K'li[1 a maximum
not be required to comply with this requirement but Beveling of nosing shall not exceed '/. inch ( 12.7 mm). �r��.• k�t�on of din�zn�i�n �t ?� /� in�he�t �7 mm��.
shall have a rise no greater than that permitted in Section Risers shall be vertical or sloped from the underaide of ,
R311,53. the leading edge of the triad abo� at an angle not more
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doors other than the exit door required by Section R311.4. l ing the nosing at the level of floors and landing. ca�c� i��a�� u'i ����[1C� 1 I 011 mm) K'li[1 a maximum
not be required to comply with this requirement but Beveling of nosing shall not exceed '/. inch ( 12.7 mm). �r��.• k�t�on of din�zn�i�n �t ?� /� in�he�t �7 mm��.
shall have a rise no greater than that permitted in Section Risers shall be vertical or sloped from the underaide of ,
R311,53. the leading edge of the triad abo� at an angle not more
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?. Type 11. 4-ianc�rails with a per*
met�r greater than 6'/, - [B] SECTION R316
inches (160 mm) shall prov a graspable finer re- �. Openings for required gUards, on the sides of stair INSULATION
ces• area coil both sides of the profile. The timer r�- � treads shall not allow a sphere 4 V, inches (107 mm) to R316 Insulation. Insulation materials, including facings.,
ces> shall betyin N ithin a eii�tan�c' of ? /.� inch (19 mm'> pass through. such as vapor retarders or vapor permeable membranes in-
measured vertically from the tallest portion of the stalled within floor - ceiling assemblies, roof - ceiling assem-
profile and achieve a depth of at least 5 /, inch (b blies, wall assemblies, crawl spaces and attics shall have a
mm) within inch (2" ium) below the widest por- SECTION R313 flame- spread index not to exceed 25 with an accompanying
lion of the profile,, This required depth shall con- S MOKE ALARMS s moke- developed index not to exceed 450 when tested in ac-
tinue for at least.V, inch (1O itlm� to a level that 'is not JFJ R313.1 Smoke alarms. Smoke alarms shall be installed in cordance with ASTM E 84. less than 1 '/, inches (45 mm) below the tallest por the following locations: Exceptions: t
lion of the profile. The minimum width of the hand- t Y
rail above the recess shall be' ' /.��nches (3A) mm) to a l . In each sleeping room. I . When such materials are installed in concealed
maximum of 2?/� inches (7U m�Y�). Edges shall h ave 2. Outside each separate sleeping area in the immediate vi- spaces, the flame - spread and smoke- developed Il*ml*-
a minimum radius of 0.01 inches (0 .25 1llITl) tinily of the bedrooms. tations do not apply to the facings, provided that the
R311.5.7 Illumination. All stairs shall be provided with il- 3. On each additional story of the dwelling, including base- facing is installed in substantial contact with the unex-
lumination in accordance with Section R303.6. ments but not including crawl spaces and uninhabitable posed surface of the ceiling, floor or wall finish.
` attics. In dwellings or dwelling units with split levels and 2. Cellulose loose -fill insulation, which is not spray ap-
R311.5.8 Special stairways. Circular stairways, spiral without an intervening door between the adjacent levels, 1 in with. th uirements of Section
stairways, winders and bulkhead enclosure stairways shall plied, complying y � e requirements
. comply with all requirements of Sect R311.5 except as
a smoke alarm installed on the upper level shall suffice R316.3, shall only be required to meet the smoke -de-
specified below. t o the adjacent lower level provided that the lower level veloped index of not more than 450.
0
is less than one full story below the upper level.
R311.5.8.1 Spiral stairways. Spiral stairways are per- When more than one smoke alarm is required to be installed
R316.2 Loose -fill insulation. Loose -till insulation materials
milted, provided the minimum width shall be 26 inches that cannot be mounted in the ASTM E 84 apparatus without a
660 mm) with each tread having a 7'/2-inches (190 mm) Within an individual dwelling unit the alarm devices shall be in- screen or artificial supports sha1l have a flame spread rating not
( terconnected in such a manner that the actuation of one alarm
minimum tread depth at 12 inches from the narrower • , ms in the individual unit. The alarm to exceed 25 with an accompanying smoke-developed factor
will actin ate all of the alar not to exceed 450 when tested in accordance with CAN/
edge. All treads shall be identical, and the rise shall be no shall he clearly udible in all bedrooms over background noise
more than 9'/, inches (241 mm). A minimum headroom y ULC-S 102.2.
levels v��ith all intervening doors closed.
of 6 feet 6 inches (198 mm) shall be provided. C Exception: Cellulose loose -fill insulation shall not be re-
R311.5.8.2 Bulkhead enclosure stairways. Stairways X11 smoke alarms shall be listed and installed in accordance quired to comply with this test method provided that such
y with the ro��isions of this code and the household fire warning
Z7 serving ulkhead enclosures, not part - of the re uired p 72.. insulation complies with the rzquirements of Section
� u q equipment provisions of NFPA R316.3. �
building egress, providina b access from the outside ti rade . .
level to the basement shall be exempt from the require- [EBI R313.1.1 Alterations, repairs and additions . R316.3 Cellulose loose -fill insulation. Cellulose loose -fill in-
ments of Sections R31 1.4.3 and where the maxi- interior alterations, repairs or additions requiring a permi When t sulation shall comply with CPSC 16 CFR, Parts 12.09 and
occur, or when one or more sleeping rooms are added or cre- 1404. Each package of such insu�atin material shall be clearl mum height fr�rn the basement finished floor level to g y
grade adjacent to the stairway does not exceed 8 feet ated in existing dwellings, the individual dwelling unit shall labeled in accordance with CPSC 16 CFR, Parts 1209 and
Q438 mm), and the grade level opening to the stairway is be provided with smoke alarms located as required for new 1404.
covered by a bulkhead enclosure with hinged doors or dwellings; the smoke alarms shall be interconnected and
hard wired. 8316.4 Exposed attic insulation. All exposed insulati
other approved means. serials installed on attic floors shall have a critical radiant flux
Exceptions: not less than 0.12 watt per square centimeter.
SECTION 8312 army in existin areas shall not be re- made in COL21- `` ' '� ~� � v
1. Smot e al $ 8316.5 Testing. Tests for critical radiant flux shall be
GUARDS d wi re to be interconnected and hard wired where �9 accordance with ASTM E 970.
repairs the alterations or irs do not result in the re- � � "? - ' � � � °
8312.1 Guards required. Porches, balconies or raised floor p
moval of interior wall or ceifinishes exposing z = <
surfaces located more than 30 inches (762 mm) above the floor p g � �
the structure, unless there is an attic, crawp ls ace,
or grade below shall have guards not less than 36 inches (914
or basement available which could ich ld access mm) in height. Open sides of stairs with a total rise of more than
30 inches (762.. mm) above the floor or grade belov�� shall ha��e for hard wiring and interconnection without the re- �
guards not less than 34 inches (864 mm) in height measured moval of interior finishes. T-7 J
vertically from the nosing of the treaci�. �. Repairs to the exterior surfaces of dwellings are SECTION 8317 �
Porches and decks which are enclosed v��ith insect screenin exempt from the requirements of this section. DWELLING UNIT SEPARATION
shall be pro vided with Ruard� v� herz the ���alkinv surface i• lo [F] R313.2. Power source. In new construction, the required 8317.1 T\vo4amilv dwellings. Dvvellinc... units in two-family
rated more than 30 inches (762 mrn) above the floor or grade .smoke alarms shall receiv their primary power from the build- dwellinas shall be separated from each other bv wall and /car 9EC Enrm ---�
w' rin when such u�irinR is served from a commercial door assemblies havin� not less than 1 -hour tire- resistance rat- � �—
below. Ong i �n when tested in accordance with ASTM E � 19. Fire �J� C
v�• � source, and hen primary• power is interrupted, shall receive g �
R31.2-2 Guard opening limitations. Required guards on open +RCEn,r�;
power from a batten'. ��irin�� resistance -rated floor- ceilin shall be permanent and without a g and wall assemblies shall extznd stairways, sides of stairays, raised floor areas, balconies and porches t and be fight a ainst the exterior wrap, and wall assemblies
shall have intzrmediate rails car ornamental closures, which dv disconnectin� switch other than those required for overcurre L
not allow passage of a sphere 4 inrhes (1 02 mm ) or mare i n di- protection. Smoke alarms shall be permitted to be battery oiler- shad extend to the underside o� the roof sheathing.
ameter ated when installed in buildings without commercial power or Exceptiow A fire resistance rating ot'/, hour shall be pzr- L
. in buildings that undergo alterations,, or additions re�u- miffed in buildings equipped throughout with an automatic
Exceptions.* dated bar Section 8313.1.1. sprinkler system installed in accordance with NFPA 13.
1. The triangular ope n i n s formed by the ri ser, triad and 8317.1.1 Supporting construction. 'When floor asszm- °
bottom rail of a guard at the open side of a stairway are blips are required to be fire- resistance - rated by Section
,permitted to be of such a size that a sphere 6 inches 8317.1, the supporting construction of such assemblies
z
0 52. mm) cannot pass through. shall have an equal or greater fire- resistive rating.
_
SECTION R318
MOISTURE VAPOR RETARDERS
R318.1 Moisture co�� ro�1 111 ,111 fi - �Inled C C It
celolin s c'c�i11 _ risinc cle111elltti ()t b t ll d o � • , � p i 11 t}l� t Illcil e rlv c 1() pe .
'I vapor retarder tl) ill tie lnst'llieel on dic w:11 -.
lit 't�illicl'S I de ()I
111C illSUIL"ItIM).
Exce
p t!t)lls:
. ll C011 Whc rc 111()P�ILIFC l -
� tl I
( L "1111 2c the 111�ltcrit �.
``here the framed C�1\' 1t\' 01 s rice ji- ti ' � c Ile 1 �itc c t( -
M
l ow mo to c sc,lpe .
.
III C01111tle s 1(lt "61 lc'L1 1� 'lt l f ootilo te T able l hi
:x'1101.'.
SECTION R319
PROTECTION AGAINST DECAY
12319.1 Location required. In areas sub'
q sect to decav d.ama
as established bNr Table R301.2(1). the followina � Joc
ions
shall re Uire the use of tin ca roved sp ecies an Y
a pl p d <
�rcadc. of lurn-
ber., p ressure treated in accord;ince with AWP C1. c..., C3.9
C4.% C9, C' 15, C18.C?�.C'23,C?4,C28 .0 -11
11 P PI ,and
P3, or decay he artwood of redwood, locust. , or
cedars.
�Vood
j *oi sts
or the bottom
of a
wood stru � 1 •
c t L r��l Moor
'lien
closer
than 18
inches
(457
inn») or wood s oir �
d �. r
\vhen closer than 12 inches ( 305 r1im) to the expose
cyround lit Cra��'1 s p�ict's or tltlt'xC;�l�'�itc'Cj aI•c'�l locat
t'.
l
within the N
eri hei of the b Uildim.-T foUndati011.
_
p p 4t.-
?. All w f [llt'inbeI's that rest mi conc'r'ete m ma-
sc�nry exterl()r fMinckttl'011 Wal and care less than 8 inches
( ~03 I11nf) 1"i 'oI11 tilt' ex o)sc'd �rc�Llticl.
�. Sills � #Ilea sleep ( - m ( i. .'r'ete or masonrN slab that l� in
direct contact W - ith the �?rounC unless se clratecl fronn
�. p
stl`ll slab bN , in ini pervioll's 11101 harrier.
, 4. The ends of wood !"Tirder-s ellterimy exterior jnioP�onr` or
4
concrete W, haN1111%1I cle��rance� r)f 1��,� th�ln {�.� Itic
117 Xnm ► on to ps. sicl��� 'curd ends.
f
. '�: o od sidin�T. she� itl~11 11 and «'��11 i'mm tin the ���t��ri(
of �i bul I d In 11L I I I ill 3 C I C." I r� I I I cc i ' !l'�1 tIiaii 6 i iic 'N
111111) -0111 t11C ('r()1111d.
6. NV(_)-()d struCtUral 111e111hC1 SL1 .)()1 tills, Ill()i *stUr`- %_
p1 r
able fl oors ()r r( }()ft . Ih it sire ex I p()sed to t h(. �� e�ltner.:�tic�l
as concrete m nizim m - % shth�s. Llrllesc� se :ttt'(_ [11 �;11C'h
fl eor�% (fir r(1()f h�. a;l 1111 c.'t'� l��llti r11()l �t 111'c' har ricE
r . W( )( - )d fm st rl s i)I' ( A lle r w( I - �11I1 I it �� �11e i11b�'I - � alt -
Iac: l` ed dits - CL - 11v t(' the "i nt:nrio }r ()f e \tcrl�
, or �iic� retc' lk X1 � � red ` except Where :1 is �l' r
n c 1x M t 1�
apor retardcl IN :1 1��'tt� c ���tl t }lc.� �� :�l l �it1c� tile f't�rl � P P I led
,fitrq ( - )I - framint.-'t
C imund � R. 1 9. 1 .1 �C't 111 tact. =� 11 %%00k1 1H c0l t.i- t %k I h
t�1 tfle
ort�und and that �tl pn0�rt� P ermanent 'strLhAL11 - C� Illt,'ti ' IL � I �..�lfcr
�111I11� #I1 (��'cll .:ltl�� �11:�11 ���' �1 � �r(�: �'�� �rL'��11t -�' t - `` • .
w �
`t1lt:lhl` tclr or()und c'mlra — 1 (ILAC. e \Ce pt un-
t reated %% oo d m . - ft'. IV LI'sCd Vl he re e11t 1 rk k be I ct%� fit•; )LIIld :l a -
ter level or cunt tntl,) � s tlhnle n,, l iII f
1019.1,92 G -yeogr,, p ��rt �� . I n cog h i 1 Lr L
p
Where experience hcas demonstrated t a specif need .
p
l)r()% natur.11l � dUr .,ible or pressure p reser� - C - A tWel v . l tr e alt «l
W00d slW11 hC Used I'()' tllose )c)rtic)tls Ot' �� m)
1 d Illc.Illht,
f()rni the sir uc�tural �L1 ON 0H)Llildill0s h al co n '
1 l~' lc s,
()t. SI1 )ertll(MIC11t hUildil) : > )Urtcnari(:c.'s when s
E 1 �l�tl llc. }1
1 11c111bc'i'ti are eX )OSeCI to � ''' ' ' �� � � �
th v (, MINI ! � ltll()llt �I C Ll�ltc [)I 1
r 'et loll f I't)]1 "j a I'()t)t . ea\'C' m �'t'1l )[' (ltllet� t~'c)� "�'1'' 1 { Y 1
i 1 t hip
'.'. 1llolsthre of titi'�iter (Accumulation (1n tale �Ur-
[ WeVelit
face or w - c)irlts between I1lc.�Il hers. De pend in g 3 l octal -
z7)
� oi l e.X
perience, such I11elnherti Ilia\ i ric i lic l e .
. �(�rll.t)I1t�i1 111CI11I)cI's SLIC II as �T1rdel's and dec.'k -� ,j o)sts
nieillbers su pis osts poles aIld C:( L1t11 s p ,1 n .
. Both liorizolit'A ) 11110 ti'ertical members
R319.1.3 Posts, pules and columns. Pests, pales ajid co]
t sins supporting permanent structures that are embedded in
concrete in direct contact with the crmUnd or embedded in
concrete exposed to the weather shall be approved pp pressure
preservatively treated \N suitable for ground contact use.
8319.1.4 kk columns. Wood c; of u s a •
mt1 shall he approved
j'l
wood of natura decay resistance or ap v pressur..
pp o ed
preservativelv treated wood.
"I
Exceptions, 0
l . Posts or COIL111111s which are either exposed t
p sed o the
weather or located in basements or cellars SL
parted by or metal pedestals proj*ectina 1 inch p
(2.5.4 Inn1) above the floor or finished grad e and 6
dft b
inches H 5? nine) above exposed earth
p , Lrnd are se
P
Lirated there from bv ail ap impervious
.W pp
III- OlstUre harrier.
PO-StS 01' COI L111111s In enclosed craw � s �
� � #Ce. C r
p
unexca \ areas 1()cated within the eri her y of
p p y
the bui s Ll � orted by a concrete pier - l p ol Il eta #1
pedestal at a he aht in than 8 inches C'2.03 nisi
�. %_
from ex cr
posed r(�tlnd, and are sep arated
l � there from
bv Lin inn er,'l()us Moisture barrier.
p
R319.2 Q uality mark. Lcllnher and plywood to be
pressure preservam treated in accordance w 1t�1
.R31').1 shall bear the *ualit` mark of . I •
q _ a l a pproved i nsp ection
aaenC t�1�it mainta C()Iltllluino till )el'Visio
_ 1 n, testl n and I11-
pect i(�n over the Ual i tV of the product • •1 � • - q an d t l� �l t has been a -
proved h� kin Liccred i tat i mi hodv tha o
t c p
n1 11e s With the
requiretnetlt� of [tie American Lumber Standard Ct in im it tee
treated %vood pr(.)
6-
8319.2.1 Required infor ation. T � l�� re cured qL LA, l 1 t V
;Iiiarl- ()n each iece o p r%_' , %��L jre )reserva 'jv � � - p � � t1 �1� t re at ed lulli_
ber Or ��� �►1 tltld ��l�i� � c'c)rlt:ll Il t 11e folioq% �� •• I I1 _ 1 10 111M 1 C I , Il .
IL 1011 Of the t1eatlll; pla nt.
T 1.) C} �1 - eye I•� :it l c'.
The niltill'11LI111
t
4
weaffas- Alt on
lie
N'OdLICI
~
Mi
1c h
Idle
pr,4110
� � t �� � t re � t e d.
0. Ident (A the a � �r� % ed Inspec �
� � a ..e I1c \ .
r .
The deNnLInation � 1)r� 0% . f • .. appl 1� at�le.
Exception: Quality marks on lumber leis than ]inch
(25.4 mm) nominal thickness, or lumber less than nomi-
nal l inch b v S inches (2.5 .� rnm by 127 ��im) or 2 inches
by 4 inches (51 mm bv 1O? mm) or lumber 36 inches
(914 mm) or leis in le ngth shall be applied by stamping
the faces of exterior pieces or by end labeling not less
than ?5 perccnt of the pieces of a bundled unit.
8319.3 Fasteners. Fasteners for p ressurc p reservati v e • �
fire - retardant- treated wood Shall be' ot hc)t -di ed g(a pp
:steel, stainless steel, silicon 'bronze or cop per.
� er.
Exception: One-licalf-inch (12.7 mm) di ameter or gr eater
;steel belts.
SECTION 8320
PROTECTION AGAINST TERMITES
8320.1 Subterranean termite control. In areas fcavol to
termite damage as established by Table 8301.2(1), methods of protection shall be by chemical soil treatment, pressure
preservatively treated wood in accordance with the AWPA
standards listed in Section 8319 .1, natur�illy termite-resisti'Ant
wood or physical b arriers (such as metal or plastic termite
shields), or any combination of these methods.
R320. Quality nl� r - Lumber � 1 ' . , a k. and PI 1 t,.c LI11 1 c.cltt
be presSUre preserv4ativ treated in accord Lin S ec - C t, �'� I tl"1
tion R320.1 shall be tar the qual mark of an a � � i
a pproved d
spection mein which nl�iltltalrl� Con • �1 -' `
y tlnllln SLl c.rti lslon
testing and 111s c'C;trc�Il u��el the qu al itv ' p of the ProdLlCt and
Which his been ap proved -� . - b0dv - pp ed b an accrc,dltatlon � �Y 'V4 111
co 1, �1
comp with tl�c' ITC UlI'
p l enients of the American Lunib
Standard Cmiini
Ittee t r e ated �
,� w .,od pr L
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FOUNDATIONS
R401.2 Requirements. Foundation construction shall be capa-
ble of accommodating all loads according to Section R301 and
of transmitting the resulting loads to the supporting soil. Fill
soils that support f o�tin�s and foundations shall be designed,
installed and tested in accordance with accepted engineering
practice. Gravel fill used as footings for wood and precast con-
crete foundations shall c omply w ith Section R403.
R401.3 Drainage. Surface drainage shall be diverted to a storm
sewer conveyance or other approved paint of collection 5o as to
not create a hazard. Lots shall be- graded so as to drain surface
water away from foundation walls. The grade away from foun-
dation walls shall fall a minimum of 6 inches (15. mm) within
the first 10 feet (3048 mm).
Exception: Where lot lines, walls, slopes or other physical
'farriers prohibit 6 inches, (15,2. mm) of fall within 10 feet
(3048 mm), drains or swales shall be provided to ensure
drainage away from the structure.
R401.4 Soil tests. In arias likely to have expansive, compress-
ible, shifting or other unknown soil characteristics, the building
official shall determine whether to require a soil test to deter-
mine the soil's characteristics at aparticular location. This test
shall be made by an approved agency using an approved
method.
R401.4.1 Geotechnical evaluation. In lieu of a complete
geotechnical evaluation, the load- bearing values in Table
R401.4.1 shall be assumed.
TABLE R401.4.1
PRESUMPTIVE LOAD — BEARING VALUES OF
FOUNDATION MATERIALS'
CLASS OF MATERIAL
LOAD - BEARING
PRESSURE
(pounds per
square foot)
l qr-yst alline b
Sedimentar and foliated rock _ _ I 4,000
Sandy Qravel and/or gavel (GW and GP) j _ 3,000
Sand, silty sand, clayey sand, silty gravel and
clayey gravel 2,000
(SW, SP, SM. SC, GM and GC)
Clay, sandy clay, silty clay, clayey silt, silt
and sandy silt 1,500"
(CI, ML, MH and CH) i
applicable standards listed in ACI 31 S. In addition to the ce-
ments permitted by ACI 318, cement complying with ASTM C
1 157 is permitted.
R402.3 Precast concrete. Approved precast concrete founda-
tions shall be designed and installed in accordance with the
provisions of this code and the manufacturer's installation in-
struc;tions.
I
t
SECTION R403
FOOTINGS
R403.1 General. All exterior walls shall be supported on con-
ti�uous solid or fully grouted masonry or concrete footings,
woad foundations, or other approved structural systems which
shall be of sufficient design to accommodate all loads accord-
ing to Section R301 and to transmit the resulting loads to the
soil within the limitations as determined from the character of
the soil. Footings shall be supported on undisturbed natural
soils or engineered fill.
TABLE 8403.1
MINIMUM WIDTH OF CONCRETE OR
MASONRY FOOTINGS (inches)
For SI: l inch = 25.4 mm, 1 pound per squire foot = 0.0479 k N/txi
a. Where minimum footing width is 1 inches, a sitlgle the ot" , cohd or full`
grouted 12 -inch nominal concrete tnivsonr\ u111tN is pellilitted to be u•ed.
1
R403.1.1 Minimum size. Minimum sizes for concrete and
masonry footings shall be as set north in Table R403.1 and
Figure R403.1(1). The footing width, W. shall be based on
the load- bearing value of the soil in accordance vvith Table
8401.4.1. Spread footings shall he at leapt 6 inches'
x'15?
mm) in thickness. Footing projecti()ns, P. shall he at least
inches (51 mm) and shall not exceed the thickness cif the
footing. The size of foothlas suppoi piers and column tuft %1
shall be based on the tributary load and allowable sail pres-
sure in accordance with Table R401.4.1. Footintys �� for �ood
foundations shall be in accordance with the details set forth
in Section R401'2., and Figures R403-1(2) und R 403.1
TABLE 8402.2
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
MINIMUM SPECIFIED COMPRESSIVE STRENGTH' (f 'I
Weathering potential
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION
For SI: .I Po u nd r square foot = 0.0479 klN /m .
� s q
a. When soil tests are required by Section R40 1.4, the allowable bearing ca-
pacities of the soi shad 1 be part of the recornmendation -s.
b. Where the building official determines that in -place soils with an allowable
bearing capacitN of less than 1,500 psf are likely to be present at the site, the 10
allo%k able bearing capacav shall be determined b) a soils investigation.
R402.2 Concrete Concrete shall have a minimum specified
compressive strength as shu%vn in Table R402-2. Concrete sub-
ject to weathering as indicated in Table R301.2(1) shall be air
Negli gible
Basement walls, foundations and other concrete not '
exposed to the xceather _ _ _ _ _ AN
Basement slabs and interior dabs on i!rade. except
Moderate Severe
2,500 > >004�
1_5W
2.5( X) %.
�ar floor slabs
Basement walls, foundation %4 k. exterior wails aria
. `l K1
other N concrete work exposed to the %% eather
RECEMM
CRY OF TUKWIA
JUN 081005
to cENTF �
cc
flat
r�
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c �
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entrained ass spe cified in Table R402.20 Ile maximum Weight - - 0-0
Pe For SI: I and r . uare inch = 6.89 5 k Pa . fm
of fl ash, other pozzolans. silica fume, or slag that is included 2
in concrete mixtures for garage floor slabs and for exterior h. See Table R 301.2 1► kw %c'atherin - Aential.
porches, carport slabs, and step that will be expo to deicing c:- concrete in these 1( ations that maN be sub )eat to freeting and thawl'nz dutints conwu Lion %hill be air - cntrauwj Co1Xr:1C M .1 %%Xsrdjn%:e uith UtxAnole d ..
• d- Ctxkrete shall be asr entr:�i it << �e b � ��f �`��t1��r�tC ► Thai i nt►t bc' i��� than �r� c•��t ► ri�� ) re than 7 �r% rill.
Chemicals shad not exceed the pe rcentag e s of the total w ei ht ned. Total a intent pec� nt p� p� �
. � . . . - 318.'Materials +�. See � R- �(1?.' fix minimum �Yrntnt content. of cementitious materials s ified in ACI used P� _
to
PnM
ace concrete and testing► thereof shall comp with the
a
LOAD - BEARING VALUE
OF SOIL
(psf)
1,500 2
3,000
:4,000
Conventional light -frame construction
I -St pr l
; 12 � I�
2 -story
, 15 12
1
,
3-story
23 1 7
1 2
1
4 -inch brick
veneer over light frame or 8 -inch hollow concrete masonry
1 story
12 12
12
1
2- story
21 _ 1 6
12
1_
- _.-- +"'
- - +� �..- -- - - -- _• _._. _ _._.rte i _ w __ .._ _ _. _r _ • -. _ _ .
_ - _ _ _
_ y - _. _- _. _ -_.. . _ ___.. . _
3-story
32 ?4
16
12
8 -inch solid
or fully grouted masonry
1 -stog
16
12
1_
2
2
29 1 l
14
12
1 3-story
j 42 32
? 1
16
For SI: l inch = 25.4 mm, 1 pound per squire foot = 0.0479 k N/txi
a. Where minimum footing width is 1 inches, a sitlgle the ot" , cohd or full`
grouted 12 -inch nominal concrete tnivsonr\ u111tN is pellilitted to be u•ed.
1
R403.1.1 Minimum size. Minimum sizes for concrete and
masonry footings shall be as set north in Table R403.1 and
Figure R403.1(1). The footing width, W. shall be based on
the load- bearing value of the soil in accordance vvith Table
8401.4.1. Spread footings shall he at leapt 6 inches'
x'15?
mm) in thickness. Footing projecti()ns, P. shall he at least
inches (51 mm) and shall not exceed the thickness cif the
footing. The size of foothlas suppoi piers and column tuft %1
shall be based on the tributary load and allowable sail pres-
sure in accordance with Table R401.4.1. Footintys �� for �ood
foundations shall be in accordance with the details set forth
in Section R401'2., and Figures R403-1(2) und R 403.1
TABLE 8402.2
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
MINIMUM SPECIFIED COMPRESSIVE STRENGTH' (f 'I
Weathering potential
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION
For SI: .I Po u nd r square foot = 0.0479 klN /m .
� s q
a. When soil tests are required by Section R40 1.4, the allowable bearing ca-
pacities of the soi shad 1 be part of the recornmendation -s.
b. Where the building official determines that in -place soils with an allowable
bearing capacitN of less than 1,500 psf are likely to be present at the site, the 10
allo%k able bearing capacav shall be determined b) a soils investigation.
R402.2 Concrete Concrete shall have a minimum specified
compressive strength as shu%vn in Table R402-2. Concrete sub-
ject to weathering as indicated in Table R301.2(1) shall be air
Negli gible
Basement walls, foundations and other concrete not '
exposed to the xceather _ _ _ _ _ AN
Basement slabs and interior dabs on i!rade. except
Moderate Severe
2,500 > >004�
1_5W
2.5( X) %.
�ar floor slabs
Basement walls, foundation %4 k. exterior wails aria
. `l K1
other N concrete work exposed to the %% eather
RECEMM
CRY OF TUKWIA
JUN 081005
to cENTF �
cc
flat
r�
P
'4•
� x
E �
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N
c �
-r
r'
entrained ass spe cified in Table R402.20 Ile maximum Weight - - 0-0
Pe For SI: I and r . uare inch = 6.89 5 k Pa . fm
of fl ash, other pozzolans. silica fume, or slag that is included 2
in concrete mixtures for garage floor slabs and for exterior h. See Table R 301.2 1► kw %c'atherin - Aential.
porches, carport slabs, and step that will be expo to deicing c:- concrete in these 1( ations that maN be sub )eat to freeting and thawl'nz dutints conwu Lion %hill be air - cntrauwj Co1Xr:1C M .1 %%Xsrdjn%:e uith UtxAnole d ..
• d- Ctxkrete shall be asr entr:�i it << �e b � ��f �`��t1��r�tC ► Thai i nt►t bc' i��� than �r� c•��t ► ri�� ) re than 7 �r% rill.
Chemicals shad not exceed the pe rcentag e s of the total w ei ht ned. Total a intent pec� nt p� p� �
. � . . . - 318.'Materials +�. See � R- �(1?.' fix minimum �Yrntnt content. of cementitious materials s ified in ACI used P� _
to
PnM
ace concrete and testing► thereof shall comp with the
a
• footings in Seismic. Desig C'atego �t�o3.l... CContinuou �
• � Th e b raced �4�a11 p anels at c'xtei - l( }j - ���alls of al
ries D and D,
D, _.
`1 se,
silly' 1.)e si o n C�.lteoories and D , buildin�,s to ated 111 � i
• �ontlllLIOUS footill All re uired 111te-
�hall be su c�itc,d bti �. �
pailels in bu' �s with late dimensions
nor braced wall l�
o - f eet ?40 nisi shal also be supported b�-
Ieatet than 5() (l. pE 0 -
continuous fo()tlll(
0 forcin a
T. C.'t Ilc rote foot i li c s 10C� Ite d ill
8403.1.3 Seismic. rc.in �
i, D find D,, as t.stablisliec.l In Ta-
Se l' sniC. D ell _11 Cat ecTori es _
, � titl�t] � lla� c' 1111 i ilium re l llf crce 1 lent. ottclll
ble R 301 �,
• �� be located a 111111111111111 (� _� 1llc,�lleN t
r einfor cem ent shall
i111) clear froili the bottom of the footi lik, Z*
In Seismic Cate i oriel D, and D, where a c'on-
� #6_ _
. 's clod between a co ncrete footing all
strut t ion j 01 nt i. eate
of one No. 4 bar Tall be p rovided at
Ste nl V`► ,�] ] , a I111 I11 Ill LI IYl
21 mill) on- center. The vertic al'bar
not more than 4 feet � l �
-• l� clear of the bottoni of the
4,
shall extend to 3 Inches (7b m in)
footinty, have 61 Standard hook and extend a minimum of 1 4
inches (35 7 ni m ) into the ste 111 veal l .
In Seismic Design Categories D, and D, � a grouted
masonry stem wall is supported on a concrete footing and
stem wall, a minimum of one No. 4 bar shall be provided at
not more than four feet on center. The vertical bar shall ea-
tend to 3 inchzs (76 mm) clear of the bottom of the footing
and have a standard hook.
R403.1.4.1 Frost protection,, Except where otherwise
protected from frost, foundation walls, piers and other
permanent supports of buildings and structures shall be
protected from frost b y one or more of the following
methods:
1. Extending below the frost line �pecitied in Table
R301.2(1);
?. Constructing in accordance with Section R403.3;
3. Construct ing in accordance with ASCE 32-0 1: and
4. Erected on solid rock.
Exceptions:
1. Freestanding accessory structures with
an area of 400 square feet (37m) or less
and an eave height of 10 Meet (3048 mm)
or less shall not be required to be pro-
tected. _
�. Decks not supported b\ a d\vellincr need
not be provided with footinLys that extend
below the frost line.
Footincys shall not bear on frozen soil unless such
frozen condition is- of a permanent character.
R403.1.4.2 Seismic conditions In Seismic DesUlfli Cat-
e��orles D. and DI.J ntefior foot
ins support�n� bearini. o r
br ac in c , tip d cast monolithically %.k 1th a slab can
10
wa lls an m
i! • s xten.d it) a depth of not lee than l " tn`hc� bade _ h a1 l e
( 105 mm) beltm the top of slab.
TABLE R403.3
MINIMUM INSULATION REQUIREMENTS FOR FROST-wPROTECTED FOOTINGS IN HEATED BUILDINGS'
VERTICAL ! HORIZONTAL INSULATION R- VALUE
AIR FREEZING INSULATION
INDEX (OF-days) b R-VALUE`• � _Along walls At corners
1, 5(x) or less 4.5 Not required i Not recJuired
11
A.W1000
2,50O
3,000
i
3,5(11)
5.6 Not required Not r - C L1i1 1red
..1
6.7 1.7 1 4. �
7.8 6.5 1 8.0
E 9.0 8.0 1 1
1 0. 1 i
10.E 13.1
1
0 ► 60
{
s .16 60
a.0(x)
• . > �� • ' ire IV I to meet t enc boy conservation Standards. Inter -
a. Insulation requi are #o - pi •tech �� n a �� #r��st clat»�����
potation between values is permiNsible.
b. See Floure R403.3(2.) t()r Air Free/Ino hidex values. .
to �` ' under 1t1n�'-tc�r11i e.r c�S urc' � moist, b��lc� �'i �t) �l�l�l conditions in trceiiit c.•lit »atc�s. The t' c)ll()tik
� . Insulation t»�ttc.t'tal� shall ptc�� �dc the �tat�,d ri�irl�t»ut1� k glut .
insulation thicknesses required ti)r this a �lication: T y p e If expanded pc�l\ -- -2.48 per inch Type IV extruded p6ly�t�
,� - values ue� Thal 1 he used to de ter m i n e y pl Y p p
• - - V rudec� of -stiv rie .5R p er inch-, Tv e IX expanded of y r��«�'_•_- - -3.?K per inch-, 71'ype X extruded polystyren Q er inch.
rene- --�.SR �r inc.l� e 1 �xt p i p p E p y st �
t' Ty
d. , Vertic:al insulatit)n s hal1 be e�x and�d p <�ly�tyrene i����llatio n or extruded poll `t`�rene insulati011.
p
e. Horizontal ins ulation _shall be extruded polystyrene insulation.
R403.1.6 Foundation anchorage. When braced wall pan-
els are supported directly on continuous foundations, the
wall wood sill plate or cold - formed steel bottom track shall
be anchored to the foundation in accordance with this sec-
tion.
The wood sole plate at exterior walls on monolithic slabs
and wood sill plate shall be anchored to the foundation with
anchor bolts spaced a maximum of 6 feet (18 on cen-
ter. There shall be a minimum of two bolts per plate section
with one bolt located not more than 12 inches (305 mm) or
less than seven bolt diameters from each end of the plate
section. In Seismic Del Categories D, and D,, anchor
bolts shall also be spaced at 6 feet (18. mm) on center and
located within 12 inches (305 mm) from the ends of each
plate section at interior braced wall lines when required bv
Section R602.. 10.9 to be supported on a continuous founda-
tion. Bolts shall be at least '/, inch (12.7 mm) in diameter
and shall extend a minimum of 7 inches (178 mm) into ma-
sonry or concrete. Interior bearing wall sole plates on mono-
fithic slab f'oundations shall be positively anchored with
approved fasteners. A nut and washer shall be tightened on
each bolt to the plate. Sills and sole plates shall be protected
against decay and termites where required by Sections R318
and R319. Cold - formed steel framintr �� shall be of
fastened to the wood Dili plates or anchored directIN to the
foundation as required in Section R505.2i. i or R603.1.1.
Exception: Foundation anchor `trap,, space �t*s re-
quire t f(m. equivalent ank:hora;e to V-.-1'n4...
eter C l 2.7 nim) anchor bolts.
R403.1.6.1 Foundation anchorage in Seismic Design
Categories C. D, and D1,. In addition to the requirznierit�%
��t Sect'on R401.1.6. tile folloxvint! r��auiremznt1 %�hall
apply to uc��� 11ty,..1it-frame �tru�tur�� in Seisni'IC De
2. Interior braced wall plates shall h f � ?e an�hur bolt
spaced at not more than b feet (1829 mm) on renter
and located "Pithin 1 ? inches (SUS mm) from the
ends of each plate section when supported on a
continuous foundation.
3. Intzrior bearing wall sole plates shall ha\ anchor
belts spaced at not more than 6 feet 1829 mill') on
cznter and I ocated within 1 ?inches (30> mml from
the ends of each plate section Whe» Supported on a
continuous foundation.
�. The maximum anchor bolt spacin`� shall be 4 fzet
(1219 mm) forbuildings o��ert���o stu� in�heioht.
R403.3.1 Foundations adjoining frost protected shallow
foundations. Foundations that adjoin frost protected shal-
low foundations shall be protected from frost in accordance
\Vith Section R403.1.4.
HORIZONTAL INSULATION DIMENSIONS
PER FIGURE R403.3(l) (inches)
A 8 C
Not required Nt)t required Not required
Nt)t required Not rec Uired Not required
J
1 �
?4 i 40
1 4 4(l
i
14
- 2.04
CE
. -_
6 RECENM
4OF TUKWLA
SUN 08 M5
7 R cE,vrM
o
r
x
Z`
awd
v ' I
own r •
... --
su rface of 1'kx)ti shall be level. - dries D.. and D and «�c�+�d litllit- frame to%% nh R�43.1.� Slop The to � urt Cats , _ _ ,.
p
ac of foot
inc shall not have a slope ex- in Seisil>>` De�i��n Cate: can C The bottom surf a .
• o vertical ~al i n I o units horl'Lontal � l 0- rce nt
ceed�n one unii erti� Pe C - is washers conforminL: to �Se`tion Rfio, 1.l
. . _ i . Plate ' . Food n as shall be ste d �ti here i t necessary to slo � PPe 1 - h all - be on each bolt.
Q to surface o the footines or
hai l used
khan a the elevation of the p
hzfootin_sv�iliz� •
�l of the bottom surface of t °
where the o
Pe .
' ten units horizontal i 14- r��ent
need one unit '
t � u W al i n Pe
slop
lie
7A
SECTION 8404
FOUNDATION WALLS
R404.1 Concrete and masonry foundation walls. Concrctc
and masonry I'Oundcation waif shall he selected and con-
structed in accordance with the provisions of this section or in
accordance with ACI 3 1 K. NCMA "1'R68-A or AC'I 530/ASCE
5/TMS 4O? or other approved Struc;tur.il standards. When ACI
318 ur ACI 53WASCE 51I'MS 4042 or the pr()visions ofthis sec-
tion are used to desiuln concrete or masonry foundation wall,
project dn iwings, typical details an"d specifications are not re-
quired to hear the seal of the au car entineer cc'sponsihlc
for desicin unlcss whtr wise required by the st <<tt JjJW cif the,ju-
risclictiun having authority.
R404.1 Masonry foundation walls Concrete masonry
and clay masonry foundation walls shall he constructed as
set forth i n Tables R404.1.1(1), V R404.1.1 (3
and R404.1.1(4) and shall also comply with the provisions
of this section and the applicable provisions of Sections
8606 R607 and R608 In Seismic Deign Categories D,
and D,, concrete masonry and clay masonry foundation
walls shall comply with Section R404-1.4. Rubble stun
masonry foundation walla shall be constructed in accor-
dance with Sections R404.1.8 and R606.2.2. Rubble stone
masonry walls shall not be used in Seismic Deshirn Catego-
ries D, and D1.
R404.1.2 Concrete foundation walls. Concrete foundation
walls shall be constructed as set forth in Tables 8404.1.1(1).
8404.1.1(?), R404.1.1(3) and R404.1.1(4), and shall also
comply with the provisions of this section and the applicable
provisions of Section R402.2. In Seismic Desit.."m Categories
D, and D concrete foundation walls shall comply with Sec-
tion R40- x.1.4.
8404.1.3 Design required. A design in accordance with ac-
cepted engineerincy practice shall be provided for concrete
or masonry foundation walls when any of the follo%vino con-
ditions exist:
l .
NValls are subject to hydrostatic pressure from ground-
'water.
2. V�'alls suppurtin� m�r� th�ii� =�� inches (1? 19 mm) of
unbalanced backfill that do not have permanent lateral
support at the top and bottom.
Vertical reint()rcement for masonr% stem
.W
tied to the hoh/t)ntal reinforcement in the
Stalin stem %%ally kx:ated ill Seismic Des'cin
and D shell have a minii»um %ertical reinfo�i
iNt). 3 bar kwated a maxi* mum (4 4 feet l t ? m0
in grouted cells.
walls shall be
f CK)t i r1 s. Catecooriess D,
rc:ement of mie
mm') on ce nter
and constructed in accordance with the rovis�ons of this sec-
P .,.
w• �N s' s of ACI 318. When" tion or an accordance 0th the r� i ion
ACI 318 or the
ro%•isions of this section are used to design in
sulati n R concrete form foundation walls, ro * ect dra%k i n Q s, tv -
P 1 .P _
ical details ands specifications are not r to bear the seal of
P �
the architect or en oineer responsible for desion unless other -
,
wise required by the state laiv of the jurisdiction having author -
R404.4.1
Applicability limits. The
provisions of
this sec
tion shall
apply to the construction
cif insulatin=
concrete
farm foundation %valls for buildinafts not Greater than 60 feet
(18 ?38 mm) in plan di*mensioons. and tnot areatzr than
3' feet (9?i4 mni) or rat!% not greater th 40 legit (l 2 19_'
mm) in clear span. Buildings shall not exceed two stories in
o cc
x
�x
z < Or
v low= el
I r'
- heiel t above -grade with each store not �wreater than l o teet '
Fetmndafion walls kx:ated ' in Seimn Desitin Categimes %"' � i n (30- 8 mm') h� h. Foundation walls constructed actor- r
.D and D,, as establ i shed in Table. R301.2(1). supports n . A .
dance with the Provisions of this section shall be limited to
more than 4 feet ( 1:.19 mm) of unbalanced backfill or ex buildi . � pub ected to a maximum ground snow load of 70 .
ceedin 8 feet ( ..438 mm) 'in hey ht shall be constructed In
35 kN /m) and located in Seismic De:i�tyn Cateoory A. PNf - t % . _ �rdanc e. u ith Table R4U4.1. 4 2. ), R *9. 1.1(3) o r ._
at c. � -• �
8 or C.
4()4.1.1 4) and shal have two No. 4 (No. 13) h
-
R t_
rs 1(vated ' n the upper 12 inches 005 m m) of the wall.
_- !.. -ti j. .Y' `i- _- "'"'__ _ ,/a •►J_ ,w;,. .,a.._ te 0
. .a-, - _n!�- _steer:±/► dWlb
-..L .4s\+- rte.,.. ,.,/.. .► .,_, ...,_. -..r- .'h. Vim mss ' +ar - ••- -...• .
. �.► ' ±-1;*S+.r ,` ."- --'.'> fly +.I:i -' w dr.at y• r _fie R'.E _ [
- mo s s" - VO - ' -•! -
TABLE 8
REINFORCED CONCRETE AND MASONRY FOUNDATION WALLS
For Sl: 1 inch — 25.4 nim, 1 foot = 304.8 mm.
a. !t1()rtar shall he TN'pe M or S and masonry shall be laid in runnino,
h. Alternative reinforcing bar sires and spac.•in`�s having an equi\ alert cr(�ss- sectimial are, ()t* rein k)rcer lent per lineal t'()t)t ()I' wall shall be IVI l» ided the
MINIMUM
VERTICAL REINFORCEMENT SIZE AND SPACING °` FOR
c.•. Vertical re i nt'(wcenient shall he Girade 60 r111m The dirt. - Lance I r() ril the face (4
the soil si t)f the wall t() the c e ntcr (A* w rtica l reint - 0 1 - CeIllent %shal beat 1e;1 st s
i Aches.
d. Soi ck s�ses are i n a with the t i ni fied S o i l Classi i icat imi S\. stem. Refer t() 'r:tble R405. 1 .
c. L ' ilbalanced hay I:tiil lief�.11it is the difference in hei`.yht (4 the e\ter101_ .111d interim finish
`,_' 1evek. Where an Inict C 1 tVIC 'Nl:ih IN I)i IdCLI, ti)C
8 -INCH
NOMINAL WALL THICKNESS
• Des ign Cate ories D and D . In addi
R4t.)4.1.4 �e�smic � � 2
Height oncrett and nia-
�t4U4.1.b abo�. a finish�.d grade. C
n s of Table R404.1. lain
ton tt� the re uareme t p
y
� • � � ' �� in
5onr foundation �� ally shall extend abc e the shed t t
�
MAXIMUM WALL
MAXIMUM UNBALANCED
Se isini*c Desicn Categ D and D., as established in Ta-
inches 1 02 nim %vhere masonr`' veneer is lased and a mini-
ble R301.? (
I), shall comp with the following:
I11UI11 of 6 inches (I
.52 I11I11) elst\vllere.
Soil classes
- - �� - No. 4
Minimum re�nforcenient shall consist of one
8404 'W'ood sill plates. shall be a minimu Wood sill m
.l.
•- � inches
13) hurl zontal bar l oe ated i n the u er l ..,
( No. PP
HEIGHT
BACKFILL HEIGHT
-
shall
-
Sections R403.1
( feet)
GW, GP,
SW and SP soils
GM, GC, SM,
SM -SC
and ML soils SG, MH,
ML -
and inorganic CL soils
5
#4
at
48"
().C.
#4
at
48
().C.
#4
at
48 "
O.C.
6
6
#4
at
48"
Oic.
#4
at
40
().c.
#5
at
48
().C.
s
=� �
##4
at
48
( .�.
#4
at
48
) , r,
+� .�.
#4
at
4(,"
O .C.
#4
at
48
().C.
#4
at
4(8
O.C.
#4
at
4(1
().c.
7
6
##
at
48"
o.c.
#5
<<t
48"
0. C.
#5
at
40
7
#4
at
40
o.0 .
#5
at
40
(.c.
#6
at
48
().C.
5 f
#4
at
„
48
().C.
#4
at
4 8 " '
o x.
#4
at
4(} "
().c.•.
6
#4
at
48
O.C.
#5
at
48
().C.
#5
at
40
t).C.
f
7
#5
at
48,,
O.C.
#6
at
48
O.C.
#6
at
40
O.C.
'
,5
a
4 "
O.C.
#6
at
40"
o.c.
#6
at
24
().C.
5
#4
at
48"
6.C.
#4
-tit
48"
0.c•.
#5
at
48"
0.C.
6 1
#4
at
48"
ox.
#5
at
48
0. C.
#0
at
48
Ox.
9
7
#5
at
48"
O.C. '
#6
at
48"
O.C.
#6
at
32
0.C.
8
#5
at
40
O.C. �
#6
at
3?
c).c
#6
at
1 4"
ox.
9
#6
at
40"
o.c. t
#6
at
'4"
o.c.
#6
at
16"
ox.
For Sl: 1 inch — 25.4 nim, 1 foot = 304.8 mm.
a. !t1()rtar shall he TN'pe M or S and masonry shall be laid in runnino,
h. Alternative reinforcing bar sires and spac.•in`�s having an equi\ alert cr(�ss- sectimial are, ()t* rein k)rcer lent per lineal t'()t)t ()I' wall shall be IVI l» ided the
. .- , , 'O - d oe s �t e xce ed > �d 7 'hes
sp.i� lil (t the r't irlt r'CeTll� alt d t.. n( c etc. �. rt)c
c.•. Vertical re i nt'(wcenient shall he Girade 60 r111m The dirt. - Lance I r() ril the face (4
the soil si t)f the wall t() the c e ntcr (A* w rtica l reint - 0 1 - CeIllent %shal beat 1e;1 st s
i Aches.
d. Soi ck s�ses are i n a with the t i ni fied S o i l Classi i icat imi S\. stem. Refer t() 'r:tble R405. 1 .
c. L ' ilbalanced hay I:tiil lief�.11it is the difference in hei`.yht (4 the e\ter101_ .111d interim finish
`,_' 1evek. Where an Inict C 1 tVIC 'Nl:ih IN I)i IdCLI, ti)C
b1 ickfi he ight s hill tx ine asured tr - ()m the exteri()r fin `,irmind level t() the top
(4 the inter cmicrete slah.
• Des ign Cate ories D and D . In addi
R4t.)4.1.4 �e�smic � � 2
Height oncrett and nia-
�t4U4.1.b abo�. a finish�.d grade. C
n s of Table R404.1. lain
ton tt� the re uareme t p
y
� • � � ' �� in
5onr foundation �� ally shall extend abc e the shed t t
�
• � 'rete and p lain inasonr y t Mindation walls located in
cc�I�c }�
R adjacent to the foundation �It all
.�rade p oints a mind ium off
Se isini*c Desicn Categ D and D., as established in Ta-
inches 1 02 nim %vhere masonr`' veneer is lased and a mini-
ble R301.? (
I), shall comp with the following:
I11UI11 of 6 inches (I
.52 I11I11) elst\vllere.
- - �� - No. 4
Minimum re�nforcenient shall consist of one
8404 'W'ood sill plates. shall be a minimu Wood sill m
.l.
•- � inches
13) hurl zontal bar l oe ated i n the u er l ..,
( No. PP
of 2 -inch by � -inch f 51 ism by 10? rnm) nominal lumber. Sill
n�In) cat the wall
P late anchorage
shall
be in accordance with
Sections R403.1
R
R
and R602. 1 1 �T feet ?-�38 I11n1 Wall he 1 uhf shall not exceed )
- R404.4 Insulating concrete form foundation walls. Ins � � d � # ec t 3. Hei ht of unbalanced back ill shall not excee foundation Neal is shall be desi latin concrete form (ICF) - _
1 2 19 ni ni) , and - -:
I 'J.)
4. A Illlllll11UI11 [hlCkllc',ss ut' 7.5 inches(191 mm) i; re-
quired for plain concrete foundation %valis except that
a minimum thickness of 6 inches (152 mm) shall he
permitted for plain concrete foundation walls with a
m�ixinIum hel*o,.ht of 4 feet.. 6 inches (137? mm).
S. Plaid masonry foundatimi %vall> shall be a min'ini,r»
I '
ot h inches (2O3 min') thin:.
91
R404.4.2 Flat insulating concrete form wall systems. Flat
JCF wall systems shall compl P �m 1 � with Fiji R611.3, v
�urc. shall
have a minimum concrete thic kness c)f '5.5 inches (14U ►nm'),
and shall have reinforcement in accordance with Table
R404.4(1), R404.4Q) or R404.40).
R404.4.3 Wafflesegrid insulating concrete form wall sys-
tems. Waffle-orid wall systems shall have a minimum nomi-
nal concrete thickness of 6 inches (15? r11m) for the horizontal and Nertic�tl concrete memher� (cores) and shall
be reinforced in accordance w ith "I'able R404.4(4 1"heillin-
imum core dimension shall comply with Table R61l.4(,',2)
and Figure R611.4.
R404.4.4 Screen -grid insulating concrete form wall sys-
tems. Screen -grid ICF � systems shall have a minimum
nominal concrete thickness of 6 inches (15,." mm) for the
horizontal and vertical concrete members (corps). The mini-
mum core dimensions shall comply with Table R611.4(20
and Figure R611.5. Walls shall have reinforcement in accor-
dance with Table R404.4(5).
R404.4.5 Concrete material. Ready mixed concrete for in-
sulating concrete form walls shall be in accordance with
Section R Maximum slump shall not be greater than 6
inches (152 mm) as determined in accordance with ASTM
C 143. Maximum aggregate F�?e shall not be larger than
inch (19.1 mm).
Exception: Concrete mixes conforming to the ICF man-
ufacturer's recommendations.
R404.4.6 Reinforcing steel.
R404.4.6.1 General. Reinforcing steel shall meet the re-
quirements of ASTM A 615, A 706 or A 996. The mini-
mum yield strength of reinforcing steel shall be 40,000
psi (Grade 40) (276 mPa). Vertical and horizontal wall
reinforcements shall be placed no closer to the outside
face of the wall than one -half the wall thickness. Steel re-
inforcement for foundation walls shall have concrete
cover in accordance with ACI 318.
Exception: Where insulated concrete forms are used
and the form remains in place as cover for the con-
crete, the minimum concrete cover for the reinforcing
steel is permitted to be reduced to 3 / 4 inch (19.1 mm).
SECTION R405
FOUNDATION DRAINAGE
R405.1 concrete or masonry foundations. Drains shall be
provided around all concrete or masonr} foundations that retain
earth and enclose habitable or usable spaces l(vated beltm
grade. Drainage tile. �Tr a - vzi or crushed stone drains, perforated
pipe or other approved s temp car materials shall he installed at
or below the area to he protected and shall dischart.e b%. Rr���it��
or mechanical means into an approved drainage s\ item. Gravel
� crushed �tone dra'ns extend at least 1 toot r 305 mm i be-
\ and the outside edslye of the and 6 ink. (153. mrzi i
above the top of the fq,)ot i n and be covered with an approved fi I -
ter membrane material. The top of open joints of dral' n ti lei :hall
be protested with strips of building paper, and the drainaLle tiles
or perforated pipe shall be placed on a minimum of 2 inches (5 1
mm) of washed ara��ei car crushed rock at least one sieve si
washed Zz
larger than the tile joint opening or perforation and covered with
not less than 6 inches ( 153 mm) of the game material.
Excep tion: A draina (ye systetll is not required when the
fOL111(kit is installed on %t 01 or
1111ML11 - .' Sol �lc.'�.'�)rc 1t1�T t() the Unused So
Ck tt * (m S\�- Grou l SO �i�
detai lit Tahle
R405- 1.
SECTION R406
FOUNDATION WATERPROOFING
AND DAMPPROOFING
r
R406.1 `Concrete and masonry foundation dampproofing*
Except "there required to be waterproofed by Section R406.2..,,
foundation walls that retain earth and enclose habitably or us-
able spaces located below grade shall be danipproofed from the
top of the footino to the finished grade. Masonry wally shall
have not less than '/ inch (9.5 mm) portland cement pargirl
applied to the exterior of the wall. The parging shaM be
dampproofed with a bituminous coating, 3 pounds per square
yard (1.63 hg /m of acrylic modified cement, ' / -inch (3.2 mm)
coat of surface - banding mortar complying with ASTM C 887
or any material permitted for waterproofing in Section R406.2.
Concrete walls shall be dampproofed by applyinb any one of
the above listed darripproofing materials or any one of the wa-
terprootingmaterials listed in Section R406.2 to the exterior of
the wall.
R406.2 Concrete and masonry foundation waterproofing.
in areas where a high water table or other severe soil -water con-
ditions are known to exit, exterior foundation walls that retain
earth and enclose habitable or usable spaces located below
grade shall be waterproofed with a membrane extending from
the top of the footing to the finished grade. The membrane
cQnsist of ? -ply hot - mopped felts, 55 pound (2.5 kb) roll roof-
ing, 6-mil. (0.15 mm) pol)lvl*nvl chloride, 6 -mil (0.15 mm)
poly ethylene or 40 -mil (1 mm) polymer - modified asphalt. The
joints in the membrane shall be lapped and sealed with an adhe-
sive compatible vx. the waterproofing membrane.
Exception Orclanic Solv blased products such as hydro-
carbons, chlorinated hydrocarbons. ketones and esters shall
not be used for ICF walls with expanded polystyrene form
material. Plastic rooting cements, acrylic coatings, latex
coatings, mortars and parainas are permitted to be used to
seal ICF walls. Cold setting asphalt or hot asphalt shall con-
form to type C of ASTM D X49. Hot asphalt shall be applied
at a temperat :lre of less than 200 degrees.
SECTION R407
COLUMNS
R407.1 NNood column protection. Wood columns shall be
protected against decay as set forth in Section 8319. 01
R407.2 Steel column protection. All surfaces (inside and out-
side) of steel columns shall be given a shop coat of
ru >t- inhibitix paint, except for corrosion- resistant steel and
`feel treated with coatinRs to provide corrosion resistance.
R407.3 Structural requirements. The columns shall be re-
strained to prevent lateral displacement at the bottom end.
Wood columns shall not be less in nominal size than 41nches by
4 inches (10.2. mm bv 10? mm) and steel columns shalt not be
i ess than 3- inch - diameter (76 mm) standard pipe or approved
equivalent.
Excepflon: In Seismic Des Cateoories A, B and C col-
umns no more than 48 inches 11 219 mm) in height on a pier
or footing are exempt from the bottom end lateral displace-
ment requirement within underi arias enclosed by a
SECTION 8408
UNDER -FLOOR SPACE
8408.1 Ventilation. � -_ 1 � � � h Ck� llllt�t, l � lc)(�1' � l�l�.� t�l�i -
t(�111 ()f tile 1 �it��� file c'�ii �> >�i � � � � build � �
JOP�t 1 c. t al] { C \k.1 C Pt
sPace ()ccu ied. hN a hasenient cal cellar Nhall he p i - () \ . '- � P ed \� 1t1l
ventilation ())e 11111(_'ks 1111 fAlndatit) ���• � - � � � •
1] �!l 1. tai t.. \tc,.1 lc�I
walls. The minitlR1111 net area Ot' \- � ` � 10
�llill�lti( tl E
� )C11111_ 1S Sflall ilot
he less tha I SC liars t I ' m - � f ec t l ��1��1 � �tar� ( lI1 fol
1 4 111 " ) ()t' tinder- t`loor ,� ��ll.'e X11 - �'� 011C �► �. L1C fI ti e lltllat>>1_
()pen1n.,2 shall he �\ itli'll > Meet (9 14 111111 c) -
1 of each h t. r r1c r
h LI'l d iiT.
R408el Openings f�r u �� , - , d�. r noor ve ntilation n r lie 111 i n i 111
. 1.1111
net area cat• �'enti lati()n o p enin(.1s hall not be l flia - l � ll�li c.
foot (t) -0929 1»-) for each 150 s
q Uai'e feet ( l ( }() 111 - ) of Lillllei _
floor space area. One s.c.h � en ' �� ) I P tik1t111_ (_ ellIIl� Shall he �\ lth _
feet (9 14 n1 m) ()f eLac h t~ orti '1 ) •
c� � )f t he buildin yttlt1ktt c) e i1 _
intlys shall he c o v!ered for the ir h eicyht a nd \xv ' 1dth " 1th a11v of file
follow niaterbLvil t lea.st t ha t thy. di me nsion of the
c't)v!eri n shill not exceed '/ i tl��h ( _ 111111 .
1. Perfm sheet 11jetLil plate's not less than 0.070 inch
1.8 mm) thick.
21. Expand d sheet mLUZ t<<1 P I -a us nc�t i��� tha» 0.047 inch (I .-2
inm) thick.
3. Cast -iron grills or grating.
4. Extruded load - bearing brick vents.
5. Hardware cloth of 0.035 inch (0.89 mm) wire or t1ea�?ier.
6. Corrosion - resistant wire mesh, with the least dimension
being, '/,� inch (3.2 mm).
Exceptions:
1. Where warranted bv climatic conditions, ventilation
openings to the outdoors are not required if ventila-
tion openings to the interior are provided.
2. The total area of ventilation openings may be reduced
to ' /, of the under -floor area where the ground sur-
face is treated with an approved vapor retarder mate-
rial and the required openings are placed so as to
provide cross - ventilation of the space. The installa-
tion of operable louvers shall not be prohibited.
3.
Under-floor spaces used as supply plenums for distri-
bution of heated and cooled air shall comply with the
requirements of Section M 1601.E
4. Ventilation openings are not required where continu-
ously operated mechanical ventilation is provided at �i
rate of l .0 cf m (0.47 LI's� for each 50 square fee 5 t (
m=) ofunder -floor space floor area and ground !Quriace
is covered with an approv ed v apor retarder material.
�. Ventilation o eninas are not required when the
2 round surface is covered %% an ap vapor re-
PP P
tarder material. the P ace is s u p p lied vo, ith conditioned
ai and the Pe ri meter wal l • are in%%ukited i n accordance
with Section N 1 1()'.1.7.
R408.3 access. Access shall he Provided to all under-floor
space. Access openintz s throu�zh the floorshall be a minimum
of 18 inches bv 24 inches (457 mm b% 610 mm ). Openintvs
or
through a penmeter wall Khali be 16 inches by ?4 inches (407
mm by b 10 mm). When any port of the through wall access
is'below grade, an areaway of not Ins: than 16 inches b 24
inches shall be provided. The bottom of the areau shall be
tvlo%%? the threshold of the access olvnin�. T"hrotiuh wall access
It
IF
L Jp
r LA
JUN C8 2005
0
z
...
s 00
x
ra
r � �
%NO r
�~ x
z��
wood r1-
+^ r 1
vow�
e
continuous foundation.
dew
to
eninos s
hall not be loc"ited Under . > a dooi to th r e sloe nc.�.. See
Section M 1 305.1.4 for access i*e(1U *C111e11tti \ 01CI - C 111CCl1M11, - 11
equipment is located under flo ors.
FLOORS
SECTION 8502
WOOD FLOOR FRAMING
R502 Identific Load-bearint" 0 c imension lumber for
joists, beams and oirciers Shull be identified by a orade marl: of u
lumber gradillo or inspection actency that has been approv bv
an accreditation body that complies With DOC PS 20. In lieu of
a grade tnurh, a certificate of inspection issued b� a lUmber
grading or inspection agency meeting the requirements cif this
section shall be accepted.
8502.1.1 Preservatively treated lumber. Preserv.-'Alvek
treated dimension lumber shall alsobe identified as required
by Section 8319.1.
A.
R502.1.2 Blocking and subflooring. Blockincy shall be a
minimum of utility grade lumber. Subfloorincy may be a
minimum of utility grade lumber or No 4 common grade
boards.
8502.1.3 Endojointed lumber. Approved end- jointed lum-
ber identified by a grade mark conformin�� to Section
8501.? may be used interchangeably with solid -yawn mem-
bers of the same species and grade.
8502.1.4 Prefabricated wood I- joists. Structural capaci-
ties and design provisions for prefabricated wood I- joists
shall be established and monitored in accordance with
ASTM D 5055.
8502.1.5 Structural glued laminated timbers. Glued
laminated timbers shall be manufactured and identified as
required in AITC A 190.1 and ASTM D3737.
8502.2 Design and construction. Floors shall be designed
and constructed in accordance with the provisions of this chap-
ter, Figure 8502.2 and Sections 8319 and R3,2.0 or in accor-
dance with AF &PA/NDS.
8502.2.1 Decks. Where supported b y attachment to an ex-
tenor wall, decks shall be positively anchored to the primary
structure and designed for both vertical and lateral loads as
applicable. Such attachment shall not be accomplished bv
the use of toenails or nails subject to %vvithdra%vai. Where
positive connection to the primary building structure cannot
be verified during inspection, desks shall be pelf- support-
ing. For decks mvith cantilevered framing members connec-
tions to exterior walls or other framing members, shall be
designed and constructed to resist uplift resultin` from the
full live load specified in Table'R.'O 1.5 acting on the cantile-
vered portion of the deck.
8502.3 Allowablejoist spans. Spam for floorjoisi.s shall be in
accordance with Tables R502-3. 1(i i and R�O �. �.1 a ? ►. For
other Grades and species and for other loading conditions, refer
to the AF&PA Span Tables for Joists and Rafters.
85023.1
8502.3.11
Towable sl
attics that
vided that
Sleeping areas and attic joists. Table
1) shall be utilized to determine the maximum al-
)an of floor joists that support sleeping areas and
are accused by means of a fixed stairway pro-
the design lire load does not exceed 30 psf (1.�
kN/ni") and the design dead load does not exceed 10 psf
(0.4R kN/ni'). The allowable span of ceiling joists that sup-
port �ittics utilized forlimited stc�ra or no storage shall be
determined in accord with Section 8802.4.
R502-3.2 ()they floorjoists. Table R502.3. 1 (2) shall be uti-
lized to determine the maximum allowable span of floor
joists that support all areas of the building, other than sleep-
ing and attic, provided that the design liveload does not ex-
ceeci 40 psf (1.9? kN/m and the desion dead does not
exceed 1 U psf (0.48 kN/m =).
R502.3 3 Floor cantilevers. Floor cantilever spans shall
not exceed the nominal depth of the w ood floorjoist Floor
cantilevers constructed in accordance with Table
R50'.3.3(1) shall be permitted when supporting a
light -frame bearing wall and roof only. Floor cantilevers
supporting an exterior balcony are permitted to be con-
structed in accordance with Table R50.2.3.3(2).
8502.4 Joists under bearing partitions. Joists under
bearin partitions shall be of adequate size to support the load.
Doublejoists, sized to adequately support the load, that are sep-
arated to permit the installation of piping or vents shall be full
depth solid blocked with lumber not leis than 2 inches (51 mm)
in nominal thickness spaced not more than 4 feet (1219 mm) on
center. Bearing partitions perpendicular to joists shall not be
offset from supporting girders, walls or partitions more than the
joist depth unless such joists are of sufficient size to carry the
additional load. of
8502.5 Allowable girder spans. The allowable spans of gird-
ers fabricated of dimension lumber shall not exceed h I u es
set forth in Tables R50,2 (1) and R502,,,.5(
1 0 ti
4
bu FT
PLATE
OPTIONAL F
F LOOR
2 IN. CLEARA
SEE SECTIOI
81003.12
FIREPLACE
SOLID
BLOCKING --�
SECTION R50
SILL PI
FOUNDA'
DO
PARTITIONS. IF JOISTS ARE
SEPARATED FOR PIPES, BLOCK
4 FT. ON CENTER MAXIMUM
F 167 u
PR N4� Pr� �d
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TABLE R502.3.1(2)
FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
(Residential living areas, live load = 40 psf, LJA = 360)
JOIST
SPACING
(Inches)
DEAD LOAD = 10 psf j
I - 2x6 _ _ _2x8 - - -. - - -- - 2x10 _., _ _ 202 ` I
SPECIES AND GRADE Ift.- in I Ift _ in
DEAD LOAD = 20 psi
2x6 2x8 2x10 202
Maximum floor joist spans
,
ft. n.) ► (ft.- M.� eft.- in.) ! - •
eft. in.} eft. in.)
� 1 a a fir-larch 5 S 1 1 1 _ ;� � - --: - - . __- - -- -.
D o u - .- - - -- - _
L� I5- r)
._
I 1 3- 3 11-4 15-0 19- 1 23- 3
Douglas fir-larch #1 I 1 ) -1 1 14- ., .,
Douglas fir - larch 14_ �(l_ -
1O - 6 * 13- 3 16 -
3 ! 18 -1O
IDouglas Fir -larch S
11 1 1 5 15 , I I i 0 r� 12 3 14 .1
}hem -fir SS 10- k)
14- �' 1 - i 1 (1- 9 - _
-- 1 1-1 18 O I -1
Hem -fir # 1 i I �- 6 1 ; -1 �) �- ' _
#
}�en� -fir 2 1(►- (� -� -,
1_ 1() 16 -11 19
1 - -- 1 -1 ► 20- 4 1 13 - 1 1 16-0 ! 18. 6
Hem -fir s ; _ 1 i_ t! I3- 5 �_ 7 _ _
1- ; 1- 7 1 1 10_ () 1 - 3 14 - 3
South Ss
'
ern one I
P 1 1-t - ti y
3 Suut - ! 1 ~� - $ 18- .... -10
hem pine # 1 I t) -1 1 1-i_ , I S- 5 22- 5 1(l -1 f
,, I 1-� _ 18 5 ....5
Southern pine #2 � t I ., �
1 �- 9 1-i- ? x- �� ; ...1- � l 9 14- 16-11 19_I
Southern pine #3 -i I l - I 1
i 4- 16- 8 S- 6 10_I()
Spruce - pine - fir SS 10 6 13 17 - _
K 21 (� 1t) f� ` 13 - 1(1 17 8 ' 21 6
Spruce pine - fir # 1 I t ►_ 3 1 3_ f , 1 ~_ 3 .,
_O 7 1 ► 3 13 3 16 - 3 18
Spruce-pine-fir #2 1i►_ Z 13.6 _
13 3 16-3 1 I8 -Its
Spruce-pi
ne - f1r #:� _ -,
13- 5 15- ; -1 1 10 - t) l 2- 3 14
Douglas fir -larch SS -� !
g 10 --f 13- , 1 1, -4 '1- 1 10 -4 13 -7 ! 17.4 2I.0
I Dou las fir -larch #1
g 9 -1 1 13- 1 16- 5 19 1 9- 8 1 -- 4 15- U i �- 5
Douglas fir-larch #? _ �_
g 9 l .. 15- 5 17 -10 y- 1
'Douglas 1 1- 6 1 14- 1 16-3
Douglas fir -larch #3 �_ _ :
6 9- 6 11 8 13-6 6_10 - ,
` 9_9 K b 10 - 7 12- 4
Hem-fir SS 1 . -10 1 6- 5 19-11 9- 9 12-1 o - 5
16 19-11
' Hens - fir # 1 9 - 6 �_ ^ � { _ . � �
I
1 1h -) 18 ) 6 1- 0 14-8 � 17-0
Hem -fir # `
` 9- 1 12-0 1;_ 2 17- 8-11 1 1- 4 13 -10 16- 1
Hem - fir #3 �, 9
16 a - 1 f� -iO
6 3 - 8 -$ 1t) -? 12_ 4
1 Southern pine SS
10. 0 13- I t) 2U- y I o- 2 13- 4 ,
Southern pine #1 _ .,
9 -11 13- 1 16-9 2-0- -f 9-1 13 1
16 19
Southern pine #�
9-9 12 -10 16 _ 1 18 -10 9-6 12-4 14-8 17- �
Southern pine #3 8. 1 1( -
_ `
} 1.._ 14 - 4 9 -5 11 -1 13 -
Spruce -pine -fir SS y_ �, 12.7 16 () �)- 6 - -7
1 6 l.. 16-0 19 -6
+ Spruce -pine -fir # 1 9-4 1 3 15- ; 1 1()
#2 - 9 -4 `� 11 -6 14 -1 I6 -3
Spruce 9- 4 12- -� 15 5 17-10 9- 1 1 1- 6 14 - 1 1 f,- ;
l' Spruce - pine -fir #3 M -
- - - 7 -6 9 -6 11 -8 ! 13 - 6-10 8 -8 t ICS - 12
Douglas fir -larch SS y _ _ _
8 12 - 1O 16 4 } 19 9_8 12 - 10 16 19
Douglas fir- larch #1 i
° 9- 4 12- -� � 1�- t) � 17- 5 8 -10 1 1- 3 13 - 8 � 15-1
Douglas fir -larch #
` 9- 1 1 1- 6 16- ' 8- 3 10 -6 12 -1U 4 - i0
Douglas fir-larch #3
1
6-11 8-8 1 1 � - �' 12 6 7 - 11 9 - 11 -3
' Hem -fir SS
= 9-2 12- 1 15- 5 18- 9- 12 - 1 15- 5 18-9
tHem -fir #I 9_0 1 1_10 14-8 _ _
1 1-�- x I� O 8 8 10 11 13- 4 15-6
;Hem -fir #2
8- 11 3 13 -10 16- I 8 - ''
10- l _ 8 14-8
#� � s =
19.2 =Hem fir 6- 5. 8 1 c)_ I '- ..z 6- :� 7 -1 1 - ;
9-8
'Southem pine SS 12 16-0 I �- C) y- �, ��_
12 - ' 1 6 12 16 19 6
Southern pine # 1 y_ , �_ -
4 1 _ 4 I_ I y _ 9 4 1 4 1 - 1 1 pine - 7
pine # y_ -� '
l, y
t - _ 12- 1 1-t- 8 1 ' 8- 8 r l I -; l 5
Southern pine #;
Spruce -pine -fir SS y_ 0 ;
1-10 _ �_ .� _
1 1 1 y- (} 1 1 1 t) 15- 1 1 ?_ 9
;Spruce -pine -fir #1 8-9 1 I- 6 14- 1 16 ? 8-
- 10 -6 12-10 14 -10
'Spruce-pine- 4 S- 9 3 _ ,
1 1- 6 � 1-�- l 16- 8- � 10- 6
1 --10 14-10
Spruce -pine -fir #3 �,_ ,� 8- n 7 t�- 1 - -+ 6_
Douglas fir -larch SS Q_ n 9-o
11 -I1 14 -9 1 ► -1
, Doug 1 as fir-larch
1 QW 14- ,
Douglas fir -larch
lDouglas fir - l arc h --_ c� _ �, C r
Hem - fir SS .4 �
t -� 14-4
16-10 _
: #1 8- .� Is)_ �� I?- 1 15- 2 7- 9-9
Hem -f r 2 7 - i I t�-
IHem -fir -�
Southern pine SS -1 i 1- = 14 -1 I
�
SSouthem pine -
-
Southem pine _ i I - r1 1 =- 1 1 - ^_ 9 - 1-4- 0
• r
S(- uthern pint x :- �' ;_ ��- I 1 ! ; -1 r- �,
Spruce- pine - SS ,�- 1 1- ;► I _ 1 +i ti .t 1 1 -
;S pruce-pine-fir- ! 1 �►- I . I y _ "
_
Spruce - pine -iir --
"' r
Spru%. evie -,, i r 7. 1
AD
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TABLE R502.3.3(1)
CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHTwFRAME EXTERIOR BEARING WALL AND ROOF ONLY 89 11 °s's9•^
(Floor Live Load < 4A ncf iinnf 1 iva 1 nael < on nsfI
Maximum Cantilever Span (Uplift Force at Backspan Support in Lbs.)
Ground Snow Load
t
` 20 psf 30 psf 50 sf 7o p sf
P p
Roof Width Roof Width Roof Width Roof Width
Member & Spacing 24 ft i
• _ 32 ft. 40 ft. 24 ft. 32 ft. ± 40 ft. 24 ft. 32 ft. 4o ft. 24 ft. 32 ft. ! 40 ft.
1 '
16 1
-6
c_97 (364 (271) (354) (37.E 1
1
1 l 66
1
? 1 h"
8 (4 1 (17?�
2 9
2 X 1() ( 16
.
2x1001_
x � Ca � 4 2)
I 1
31
37
70 psf
�,7
� 17
MO2 6
20
34
--h -)
16
, ( 317)
2 E 19
,
(358)
2 19
('270)
(198)
(
(324)
4K
s
(277) ( 356 )
�U
j 26
?9 1 18
36
.2.
136)
�
( 1
b9 ) �
36
2- 5
36"
...
(yob) �
..1
f ��94
(
1 9 (� 3
� �Q
( )
,
( �7 )
1 351 ►
l�
Af _)
('34 !
7 �
( 4428)
( 367) ' �
(484) (471)
49 "12081
j
42 "(220)
X 10
3 4 "'
x � Ca � 4 2)
I 1
31
37
70 psf
�,7
� 17
3l
19
.
_ _ .
--h -)
( -1)
, ( 317)
('20171)
,
(358)
(447 )
,
(348)
(
Ca
x 1 2 8
_ _(
4K
3�
�U
j 26
?9 1 18
36
.2.
136)
�
( 1
b9 ) �
36
� ( 164
3 "(171)
)
(yob) �
�
� (�3 3)
f ��94
(
)
� �Q
( )
I 304
( 379
�- - .. l
For SI: l inch = 2 nine, l pOcrnd per sgUare foot = 0.0479 kN /m
a. Tabulated values are for cle ro of 'SUppc�rted sole] ' y bN exterior bearing ' %valls.
b. Spans are based on No. ' Gracic' ILIniher of Douglas fir - larch, hem -fir, southern pine, .1 d S ruc,•e- . ine -tir for r etitive (3 or more) members.
p �' p
e. Ratio ot' backspan to cantilever s pan shall be at least 3:1.
d. Connections capable of resistitik; the indicated uplift force shall be ro vided at the backs an P P
e. Uplift force is for a back span to cantilever span ratio of I - Tabulated uplift values are permitted to be reduced bar multiplying b , a factor equal to 3 divide the
P p Of � q d by
actual backspan ratio provided ( 3/bac.�kspan ratio).
f. See Section R301." 1I. item l . for additional limitations on c. °eyed floor *c�ists for detached one and two - famil � dwellings Seismic Des Categories
y g s
D, and D. and townhouses in Seismic Design Categories C. D , and D,.
g. A full -depth rim joist shall be prov'I ied at the cantilevered end o the Joists. Solid bloc�kina shall be p rovided at the cantilever sup
. � p
h. Linear interpolation shall be perry itted for building \k idths and around snow leads other than shown.
TABLE R502.3.3(2)
CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY a, b. el f
# Maximum Cantilever Span
! p p
(Uplift Force at Backs pa n Supp in Lbs. `. d
pP
A
Ground Snow Load
b
Member Size
Spacing
� -_30 psf_ �
SO psf
70 psf
_ -
- _
_`
-- -- --
— -
X �
1
i 42
139) �
39°
(156)
3-1
(165)
2x8
16"
36
(
3 "(171)
29 "(180)
?xlll
12 „
_ _ 61”
(164) (
57"
199) j
49 "(201)
Z x IU
16"
i3 "11801
49 "12081
j
42 "(220)
X 10
3 4 "'
! 43°
62 121
40"
('_d 1)
3d"
(255)
- — � x I _'
I6"
7'^
� �'g 1 i
67 If
1'_f0)
57°
(?68)
2x I?
�-1
5R "1?791
*)4
019) 1
47 "(330)
For S!- I inch = 25.4 nim. I I - K►und 1v %L1k1arc ttK ►t = 0-W k.NI t 11`�.
. Sp����� :lie h�,�c•d ►n N(). ' (trade lt�� ber tit Dtmola` fir - l a rch, hens -tir. `outhern pine, and spruce- pine -fir t()r re �tit (3 ��r more i men�'her%
h. Ratio) of hack%pan it) cant i le% er •pace shall he at leaNt
C. Cmillecimn• c..ipahle of (tic in dit:a ted uplrt't iOrce shall he prti i ded at the backs,pan su pix )n.
d. Uplift f0rce i• t'i►r a backspan tai caniilewr •pan r :,tit► •►f I. Tabulated u lit %alueN are 1 - wrim tted t0 reduced h% m ulti i♦ in a factor equal it) 2 di% Ided b% the
actual hac k•pan ratIO pro% 1&-d ; Jbjck %pan r: :tier.
C. A fu!!- depth rim j��i•t •h;sll he pry ►% idc it the cantilc%erc'd end t ,f . the j��i�t�. S01d bkwk sh hc' rtw ided at the cantilevered t
. - �' PPS' n.
I 1_�n��ar ���terfxAat�()n lwd ether than •h4) n_
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F
TABLE R502.5(1)
GIRDER SPANS& AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir - larch, hem -fir, southern pine and spruce - pine -fir° and required number of jack studs)
GROUND SNOW LOAD (PS9
30 50
Suildina w id t h` (feet)
GIRDERS AND ;
zo 2
2s 3
;
zo 2
2s �
� �s
HEADERS� -
---- .______.__ _
__ _ _ . _ _ _
_ ._, _
_ . _
_ __- -__
.
_ _
_ . .__ _.. _ .
. _ _ _
_
SUPPORTING S
SIZE S
San N
N d ' N
Span p
NJ' San d
d a
an N
NJ S
San !
! NJ J
! San N
J
x 5
55 !
! �
�R I
I -
-�� 1
1 4
48
1
�• _X8 6
6 - 10 !
! S
S - 1 1 5
5 - 4 5
5.1 1 4
4 - 7 '
'
� - � x 1() 8
8 -5 5
5 -7
1
-y_5 ;
1 -
;-6 6
)
) 1 ^
^I 1
6 -6
Roof and ceiling x
x8 s
s -4 6
6 -h ! 1
1 ^
^ ; 1
1 0
0 -- ?
? j
j 5 -9
-max 12
lU_?
� y -j� � •
• 1
1O - /1
�
�� - �
� �
�_� ,
,
4 -fix 10 1
1 1 -8 ? 1
1 1
10-6 1
1 0-6 1
1 Y
Y_ I
4 -2 x12 1
1-� -1 1
1 1
1' -� l
lU -I 1 I
I �`� I
I�) -�' 9
9 - 5
�_q
3-3 A
A-
5 -9 _
_ 5
5-0 ?
? j
j - - 5
5 -� ?
? a
a -6 I
I � �
� 4_1 �
�
x l ? ; 8
8.1 ?
? ; 7
7.1 6
6.5 -
•
•� -
- '
' 1
1 7
7
Roof. ceiling and one ,
, ;
; ,
-
6 3 � �
, _
_ 8 ,
, _
_ 5
�
�
center - bearing floor
_ 7
_-- _ -_ - -- -
---_ -- _ _._ _ _
_ +-
_ _. _ . _..
_ _--- -
--
-fi 10 8
8 -9 1 ?
? -8 b
b -1 I 1 ~
~- l 1 f
f,- I ,
, ,
,
3 - 2x 1 1
1 - 8
8 -1 1
4 -2x i 5
5 - 10 -
-5 -2 4
4 �
� 5
5 �
� �
� -1 _
_ � 4
4 -.
4 1
10 - 1 1
1 6 8
8- i o i
i 8 -0 , 9
9 -1
4 -2x 12 1
11- 1
10 - 3 �
�' 9
9 - 3 '
' 1
1O -? ?
? 9
9 - 8
...
8 -4
, -2x4 , `
` -g , 1
1 -
-)-4 1
1
�
? - ?xb 3
3 -11 1
1 3
3 -5 '
' 3
3 -0 { 3
3 -1 U -
-- 3
3 -0
1
- 5
5 -0 1
1 -
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3- l o _
_ s
s- l o .
.� 4
4- � .
.1 -
4 5
U 6
6 -1 ?
? i J
J - 3 ` -
- 8 ,
,_
5 -1 1 1
1- I 4
4 -7 � 3
3
I
I - 7
7-1 '
' 6
6 -1 5
5 -5 S
S - 3
3
Roof, ceiling and one clear .
., .
., ,
,, , _
_ A
A- 4
4 10
A_ �
_ ,
,
span floor -
-- -
- -.'- -- _
_. - - -__
_ 5
_ _
__..- _
r _
_ -_ _ -_
_ r
- •
•— - -
3-2 10 I 7
7 - ?
? 6
6 -7 '
' 5
5 -1
_ _ . _ _ _ _ __ _
_ ._ - — —._- —
— —► ... _ -_. -- _ _ .. -- -
-- _ ._may__ _
_ -
---^— —_ _ .--- '
-
'; -,x 12 l 8
8.10 _
_g ?
? 6
6 -10 6
6 - 8
, _2x8 5
5 - 4
4-5 t
t 3-11 4
4-11 �
� �
�_� �
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3-10 ,
,
S
4-2 12 i 1
10 -� 8
8 -1 0 i
i -
-1 1 7
7 1 1 .
.-
I 1
1 r 7
7 i
r — -- —
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1 '
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t ,
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AN- 4a. -
- 9 '
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4 -�. .
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4- _
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- -
-8
I -
-,_, 1 9
9 5
5- 4
4 -1 4
4 -
6 -8 _
_ 5
5 -1( 5
5 -
Roof. ceilin: and t%ko -
-- , ;
;- ,
,� I
_
I
ten to r- heart n e i� oor�
-- - - -- -- -- .__.__ -
- -- --, —
— - - -- - - -- _
__.:__ -
- -
--- --- - -_ -
_ —
—
9
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� RECEIVED
L OF IUKVVILA
I m ff 0 8 2005
CENTER
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of
GIRDER SPANS AND HEADER SFOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas firalarch, • _ hem -fir, southern pi and spruce- ine4le and required number of Jack studs
GROUND SN OW LOAD (psf)O
30 50 I
'
Buildin width (feet)
GIRDERS AND ;
HEADERS - - - - - -- _ _ -- - - - - 28 - -- - - -_ 36 20 28 36
SUPPORTING SIZE NJ � � d � d � d d � d
Span , Span NJ Span NJ Span NJ San NJ ! San NJ
P P
1 1 - -6 i ? _0 1 1 -5 ! ' !
4- 4-3 1 5 -. 4 -8 4 - �
low
Root', ceilin and
two clear span 4-10 , 4 _, , 1 -9 1 -, 4_9 ? -1 ; ? i 1- t
floor
_x
12 6. 1O � -a � 6 -9 5 -10 t 3 ! S-3 �
4 _
4-10 4-4 S -6 - 4 _ , ..
- 1 1 5 -3 _ 6- _ 5 -10 5 -
For SL 1 inch = ?5.4 nim. l ou nd p er sq p p q e foot = 0.0479 kNltil ~.
a. Spans are given in feet and inches.
b. Tabulated values assume #2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between those shown, sp ans are permitt to be interpolated.
g P P
d• NJ - Number of Jack studs required to support each end. V4 "here the number of required *ack studs eq uals one the header i5 permitted to be sup ported b , an
q J q P PP ti ap
proved framing anchor attached to the full - height wall stud and to the header.
e. Use 30 psf ground snov% load for cases in which ground snow load is less than 30 psf and the roof live load is e ual to or less than 20 st.
q P
TABLE R502.5(2) -
GIRDER SPANSa AND HEADER SPANS' FOR INTERIOR BEARING WALLS
(Maximum spans for Douglas fir - larch, hem -fir, southern pine and spruce - pine -fir and required number of jack studs)
BUILDING WIDTH` (feet)
L ..
1 20 28 36
L
HEADERS AND GIRDE SUPPORTING SIZE S NJd d
- -- - -- - _ Span — - � - - - N Spa NJ°
....x4 i 3 -1 1 2 -3 1 ? -> 1
� I
•
4110 dkoo
so
...-,X 1 7 -0 - 1
_ -a_X I .. _ , -f)
O ne floor onl\ s ? -a_X8 1 6 -3
Xlo 8-9
l
r
r 4 )xS i 19 - � 1 : -� j 1 � -Q i
1 ,
i - + -,X�� 1f� -1
3 �
1
l
j
- I _10
1 -1�► 1 l � 1_—
1
t
E=��r S I: I inch = 25.4 tnni, 1 tM)t -- 304.8 min.
a. Spans are gi ven i n t'eet and inches.
b. "I'ahulated VAL1 • , �ISSU[Ile #2 gra li mi l - wr - .
c. Building \A, is IIICi Mlred perpendicular to the t
d. NJ - Nmnhc r of lack stmis re(Alired w su1)1)()r 1 c i(: 1 enk
t, ► h ,�il�l�� ►r tc��I by an Al) pro �% C ' I r :t � r n o anchor attacl w
E ► t �� Idths bemec•tt th u s e %%ho n, spatis are l)c.niiltted to he it�tc.•t�t�c�l:
`ti'lt c'tc' tl�c' r1utl)t��'r - ��I t 'A�k %tthk i ��c.'trtlittc•cj
,I to 011 trill - hCh" �k all stttcl Aml to the header.
1Z502.6 Bearing. The ends of c:uch ,j()i*st. heam Or tvircler Shull
have not less than 1. inches ('38 nun) cif he aring on « -e�ud car
metal and not less than 3 inches (76 mm) can masonry or con-
crete except where Supported can a I - inch - by - 4-inch (425.4 [11111 •
by 1021W nom) ribbon strip'zint1 nailed to the adjacent Stud car by
the use of approved joist han�ers.
R502 .6.1 F loor systems Joists framing f rom opposite sides
over a hearing support shall lap a minimum of 3 inches (76
mm) and shall he nailed together with a minimum three I Od
face nails. A wo(xJ or metal splice with strength equal to or
greater than that provided by the nailed lap is perinitted.
R502.6.2 Joist framing. Joists framing into the side of a
wood birder shall be supported by approved framing an-
chors or on ledger strips not less than nominal 2 inches by 2
inches (51 mm by 51 mm).
8502.7 Lateral restraint at su orts,, Joists shy tll be Su ) -
�P 1
parted laterally by full-depth at the end.s sol bl()cki not less
than 2 inches (5l mm) nominal In thickness: or by attachnient
to a header, band, or ri m J oist, or to an ad _I oi n i n t) Stud: ()t• slical l he
otherwise rovided with lateral supp to p revent ro tatio n.
P pp
Exception: In Seismic Desicyn Cateclories D and D,, laterk-il
restraint shall also be p rovided at each interniediilte S« PP 011.
R502.7.1 Bridging. Joists exceed i n T a no rn i nail 2_ inches b
�
1.2.. inches (51 mm by 305 nini) shall be su o rted lateral PP
by solid blockincy, diaoronal bridgyincy (wood or metal), ()r a
continuous I - inch -b -inch-by-3-inch (?_5.4 nin1 by 76 nine) stri y P
nailed across the bottom ()t p erpendicul�ir to) Joists at
j oists
intervals not exceeding 8 feet (2 mni .
R502.8 Drillin g g and notching Structural floor nie nibe rs shal
not be cut, bored or notched ' in excess of the liniitati s ec i -
p -__
tied in this section. See Fit.-Uire
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R.,7112.8.1 Sawn lumber.No
rat'-
tern and he�inis ` lal 1 no e\ ecd
1
nle lllbe r, shiti l not he lont-ler thL - tn ml� -t h * l ()f the de ptil t)l
talc' t1IeI11hC'i' 'S i:li i 4.tted itl the ill '
ld���� t)Il�--tllli (I
of the span. Notclics Ott the ends of the I11c.'lllb ' - ti
c. I }l�jl i tl()t c.
fed oily - f Ourtll t }le LAC' )tll tit ' ' � • The C l t }1c. 111 lllh� I . tells
)
10 I1 Slt.ic.
�) I71eI71hc.'I'ti = i i1C' }ZC's ()? IZl I11) oI' ��I•c.'atel' ill • Il�)111ttl�tl thlc.l,
ness shall not be notchcd t t'xce at the ends of >
p t tll� I11� I11beI s.
The diameter of holc.-s honed ()I Cut i 11 c) � ,.
t Il1c. I11�1t, i s -
� }la} 1 not
exceed one- third the de pth of the Idle mb � �
. JJ *,llall not be
c.'loser 01�111 1ilc heS l Milli) to the top or bot to ni l of tlle
member. or to ativ rather hole lok. i it the i 1 - � NVIier
� c. I1 � rc. r.
the nieniber Is alai) no t�:hed, the hole s ll�jil ti() he , � - t � l�)��I til�ltl
I 'Inches (_> 1 i11i11) to the notch.
tc h.
R502A.2. Engineered wood roducts. Cut p and
holes bored in trusses, laminated veneer lumber, kY � '
1 1.1 �. l a 1111
nated members or 1- joists are not pe rmitted unl ss e the ef
fects of such enetratio ns ar s ec if iccalk conside P p rid in the
design of the member.
8502.9 Fastenin Floor . fram i n �o shall be nai 1 ed i n accordance
9 �
with Table R602..- NN"here p osts and beam or it it � de r c onstruc -
tion is used to sup floor f raming, connecti s � . pp on. shall
be provided cr to ensure aainst u lift and lateral displacement.
t p
8502.10 Framing of openings. Openings in fluor framin
shall be framed with a header and trimmer joists. When the
headerj'oist span does not exceed 4 feet (1 ? 19 mm), the header
joist mad• be a sinule member the game size as the floor joist.
Single trimmer joists mav be used to carl a single headerjoist
that is located within .3 feet (914 mm) of the trimmer joist bear-
ing. When the headerj*oi*st span exceeds 4 feet (1 ? 19 mm), the
trimmer joists and the headerjoist shall be doubled and of suffi-
cient cross section to support the floor joists framing into the
header. Approved hangers shall be used for the heavier joist to
trimmer joist connections when the headerjoist span exceeds 6
feet (1829 mm). Tailjoists over ] 2 feet (.3658 mm) long shall be
supported at the header bv framing_ Anchors or can ledger strip
not less than 2 inches by 2 inches (51 mm by > 1 �lim)
8502.11 Wood trusses.
_ R502.11.1 Design. Wood trusses shall be designed in accor-
dance with approved engiiieerin` practice. The desicyn and
manufacture of metal plate connected wood trusses shall
comply with AtiSI/TPI I - The truss design drwx shall
be prepared b }? a reQistered professional where required bv
the statutes of the Jurisdiction in which the project is to be
constructed in accordance with Section R 106.1.
8502.11.2 Bracing. Trusses shall be braced to prevent rota
Lion and provide lateral stabilitv in accordance with the re-
quirements specified in the cun,truction documents for the
building and on the individual truss de-slizzyn drawincys. In the
absence of specifiC bracinc.. reyuiremerlt�, tru.s'es shall he
braced in ac cordank.: t k+ i th the TP1. HIB.
R502.11-3 Alterations to trusses. Truss rnzcilbers and com-
ponent; shall not be cut, notched. spli. or otherwise altered
in an\ wa%. ti ithout the appro\,al of rz` i.terzd desityn pr es-
sional. Alteration, rz•ultinty in the addition of load (e.o
HVAC equipment. water heater, etc.). that exceed the design
load for the truss, shall not be permitted without verification
that the true• i, capable of supporting the additional loading.
R502.1 1.41'russ design di IIN �in T�. 1't.l�� desI
1 )i , ep ai*ed in t,'o)i11 lianc.•e with Section R5042. l l . I s
p rovided to ) tilt.' buildin l c)ffit:ial and �� > �I't)��e�l pI to � i nstal-
lation. "I'l ss de.sion sh4 he pi %vit ' ` h t llc. I1 t -
l�
nient of trusses del iVered to the wh tilts'. Truss desi
t�
dra" ings s hall tticlude. at a niinhilut11. tilt' 111forniatiO ti ' Il . Spec
i tied hel
l . Sl ( )I pie )th, s an and
?.
Locat
c �I1 O f a i mlits.
3. ReCJL1Il be,'Lirink,* \ti it 1thi.
4. Desion load.s a� ttpplicable.
4.1. Top chord live locad (111CILK111h SnuW 10ads).
4.?. Top chord dead load.
4.3 Bottoni chord live load.
4.4. Bottoni chord dead load.
e
a
4. Concentrated lo.-Id S IL their p oints tJ # '1 l 1-
� pp
c at I M1.
�.6. C ontrollin win cl and e�Arthyuake loads.
5. Adjustnients to lumber and joint connector deign
values for conditions of use.
6. Each reaction force and direction.
7. Joint connector t� �e and descrip e.� � ( � , size.
thickness or 2auk.-ye): and the dimensioned location
%- Z
O J oi each lit connector except where s`�nimetrical ly
p 0
located relative to the j oint interface.
8. Lumber size. species and or�ide for each member.
9. Connecdon re Uirenlents for':
., 9.1. Truss -to -true birder.
9.?. True pl\'-tO-pl\!,
9.3. Field splices.
10. CaICLILL deflection ratio and iTlaximurn de-
scription for live and total load.
11.
N-laxinium axial compression forces in the truss
members to enable the buildinc...r desio..,ner to deign the
S
ize, connections and anchora`e of the permanent
continuous lateral brachIL.T.. Farces shall be shuvk can
the ti drawing or can supplemental documents.
L2. Required permanent truss member bracint.'y location.
8502.12 Draftstopping required. When them is usable space
both above and below the concealed space of afloor /ceiling as-
sembly, draftstops shall be installed so that the area of the con-
cealed space dues not exceed 1.000 square feet (92.9 m=).
D anstoppino.. shall divide tl ►c concealed space into approxi-
i atzl y equal areas. Where the a,senihl� I inclosed h a floor
membrane ah(w e ind ;.a cei I i n" mzi»bc be low draft
•topp in
:hall he pro v ici��d in ffi)or/ceollin`_ a:•��rnl�li�� under the f
ins_ C1C(:Uills[aill:c'�:
%;t1: en Linder the floor f ram '
p t,1_.
2... Floor f raniin.. Is C()n%%tI u% of trlP- PC 7 � -
. c. pc I1 tik c'h o
pertorated nie nlhers.
R.50'2.120.1 Materials. Drafts o
PFin= ni citer }al shall not r,`
less than 'I - - inch 117 niniJ ery su�11 b tlard . � � _ p ., ftnCh (9._
111111 I W00d stru`turzil anel .s. �i'- Illl'�l r 9., I im) T�
p
iccic.'hc�rrd o r oilier a roved materi,#ds -
ade uatel . SLI part l�'p � y p
I)r. Tall be installed p , - L'Irallel to the fl( )Oi .
ported. C
f Ilienihei S llll otherw ap proved hv t build
Hit, Official. "The integrity of all draftstop shall be Z. 1
t��llled.
R50.2-13 Fireblocking required. Fireblockill(I p ro-
shall be q C
ti' ided ill \k ()( )d- fraiZle floor construction and floor rl as-
se tllbl ie.s Ill 1LIC Ordanc: e with Section R602.8.
i
SECTION 8503
FLOOR SHEATHING
Ir
R503.1 Lumber sheathing. Maximum allo\vable spans for
lumber used as floor sheathinb shall conform to ?abler 8503.1,
R503. 4'" 1.1 (1 ) and R >03.2..1.1(?).
R �U3.1.1 End joints. En.... joints in lumber used as
subfloorincy shall occur over supports unless end- matched
lumber is used, in which case each piece shall bear on at
least two joists. Subflooring may be omitted when joist
spacing does not exceed 16 inches (406 mm) and a l -inch
(.2.5-4 mm) nominal ton bue- and- ctroovt wood strip floorin
is applied pel*pendicular to the Joists.
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SECTION 8506
CONCRETE FLOORS (ON GROUND)
1006.1 General. Concrete s � - -
. l��b can rc�un . d �i�)��t Shall a
1111t11n1UI11 3.5 IC11'hes (89 I11I11 � '' ( f ' o r � • � ��� ' l � thick ex
pai��I�, c, so v
Section R403.1 . , � ). The s peci fi ed 1 _.
compressive stre n oth cat coil -
crete shall be as set f orth in Sect 2 ....
R506.2 Site p The are• ti %,F a ithin the tou11datioii walls
shall have all ve T t it lc)il, to �Nl 1 all for - � -' r p d I11a tt, I ial remov
"
8506,2.1 Fill* Fill m aterial shall he tree of \,e gc;tation and m aterial
foreion material. The till shall be compacted to usSure uni-
form support of the -slab except �h�r� approved, the till
depths shall not exceed ?4 inches (6 10 inm) f clean sand or
gravel and inches (?03 nu1i) for earth.
8506.2.2 Base. A 4-inch-thick (10 111111) base course con
sistiner of clean Traded salad, �1 r��`�
� �.1, crushed stone or
crushed blast- furnace slag a ? -i > 1 nim' sieve
shall be placed can the p la sub rade vxp ' � hen thc. slab 1s be-
low grade.
Exception: A base course is not required when the con-
crete slab isinstalled on well- drained or sand-gravel mix-
ture soils classified as Group I according to the United
Soil Classification SNrstem } in accordance with Table
8405.1.
R506.2.3 Vapor retarder. A 6 mil (0.006 inch 152 µm)
polyethylene or approved vapor retarder with joints lapped
not less than 6 inches (15? mm) shall be placed between the
concrete floor slab and the base course or the prepared
subgrade where no base curse exists.
Exception: The vapor retarder may be omitted:
1. From garages, utility buildings and other unheated
accessor y structures.
2. From driveways, walks, patios and other flatwork
not likel to be enclosed and heated at a later date.
3. Where approved bv the building, official, based on
local site conditions.
WALL CONSTRUCTION
SECTION 8601
GENERAL
R601,01 Application. The prov I s Ions of this c;hapter shall c trol the deign anti �onstrueti�n f all walls and partitions for all
bu*ldongs.
8601.2 Requirements. Wall construction shall be capable of
accommodating all loads imposed according to Section 8301
and of transmitting the resulting loads to the supporting struc-
tural element.
8601.2.1 Compressible floormcovering materials. Com-
pressible fl oor- covering materials that compress more than
' /, inch (0.794 mm) when subjected to 50 pounds " ) 3 kg)
low applied over 1 inch square (645 mm) of material and are
greater than '/� inch (3.2 mm) in thickness in the uncom-
pressed state shall not extend beneath walls, partitions or
columns, which are fastened to the floor.
Is
SECTION 8602
WOOD WALL FRAMING
R602,91 Identification. Load - bearing dimension lumber for
studs, plates and headers shall be identified by a grade mark of a
lumber grading or inspection agency that has been approved by
an accreditation body that complies with DOC PS 20. In lieu of
a grade mark, a certification of inspection issued by a lumber
grading or inspection agency meeting the requirements of this
section shall be accepted.
R 602.1.1 E nd jointed lumber. Approved end jointed lum-
ber identified by a grade mark conforming to Section
8602.1 may be used interchangeably with solid -sawn mem-
bers of the same species and grade.
8602.1.2 Structural glued laminated timbers. Glued
laminated timbers shall be manufactured and identified as
required in AITC A 190.1 and ASTM D3737.
8602.2 Grade. Studs shall be a minimum No. 3, standard or
stud grade lumber.
Exception: Bearing studs not supporting floors and
nonbearing studs may be utilit }' grade lumber, provided the
studs are spaced in accordance with Table R60.2-3(5).
8602.3 Design and construction. Exterior a ails of
wood -frame construction shall be designed and constructed in
accordance with the prmy of this chapter and Figures
R6013(l) and R6013(2) or in accordance with AF&P.A*s
NDS. Components of exterior walls, shall be fastened in accor-
dance with Table R601 1 � through R6042..."`)(4 Exterior k� ally
covered with foam plasth.. sheathin� shall be brayed in u�c:ur-
dance with Section R60' . I 0. Structural >heathint shall be fa
tened directly to structural tramin� members.
R602*3.1 Stud size, height and spacing. The size, height
and spacing of studs shall be in accordance with Table
&MV %.
Exceptions:
1.
Utilltv grade studs shall not be spaced more than
16 inches (406 mm) on center, shall not support
more than a roof and ceilin, and shall not exceed 8
feet (2438 mm) in heieht exterior walls and
load - bearing Walls or 10 feet (3048 mm) for inte-
rior nonload- bearing walls.
2. Study more than 10 Meet (3048 mm) in height
which are in accordance with Table 8602.3. 1.
8602._3.2 Top plate. Wood stud walls shall be capped with a
double top plate installed to provide overlapping at corners
and intersections with bearing partitions. End joints in top
plates shall be offset at least 24 inches (610 mm). Plates
shall be a nominal ?inches in depth (51 mm) and have a
width at least equal to the width of the studs.
Exception: A single top plate may be installed in stud
walls, provided the plate is adequately tied at joints, cor-
ners and intersecting walls by a minimum
3- inch -by -6 -inch by a 0.036 -inch -thick (76 mm by 152
mm by 0.914 mm) galvanized steel plate that is nailed to
each wall or segment of wall by six 8d nails on each side,
provided the rafters or joists are centered over the studs
With a tolerance of no more thin l inch (25.4 mm). The
top plate ma } � be omitted over lintels that are adequately
tied to adjacent wall sections with steel plates or equiva-
lent as previously described.
8602.3.3 Bearing studs. Where joist, trusses or rafters are
spaced more than 16 inches (406 mm) on center and the
bearing studs below are spaced ?4 inches (610mm cen-
ter, such members shall bear within 5) inches (127 mm) of
the studs beneath.
Exceptions:
1.
The top pI ates are t«�o ? -inch by 6 -inch (38 mm by
1 mm ) or tw 3 -inch by 4-inch (64 mm bv 89
mml members. 1W
�. A third top plate is installed.
�.
Solid blockinLv equal *n s'
ize to the stud` is installed
to reinforCe the double top plate-
R602W&3-4 Bottom (sole i plate. Study :hall have full bearing
on a nominal 2 bxv (:S mm) or larcrer plate or sill ha�•ing a
u kith at least equal to the Width of the stud:.
R602*4 Interior load- bearing 1% Interl*or load - bearing
«ill. �h.i11 he constructed. franied and fi reblotked as specified
for extz�rior Mali..
40
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TABLE R6023(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
:NUMBER AND TYPE
DESCRIPTION OF BUILDING ELEMENTS _ OF FASTENERa SPACING OF FASTENERS
joist to sill or clircier, toe nail
� d
1 "
x6 subtloor or less to each j oist, face nail
�. staples. 1 I
subfloor to ' of st or �? i rder, b lind and face n a ' '� - � �� 11 1 �d _
solep late to 'Dist or bl()ckinty., Bice Miil 1()d 16" o.c.
io or sole late to stud end I1a1 _16
Stud to sole plate, toe nail 3 -8d or 2 -16d
Double studs, face nail I Od 24" O.C.
Double t9p
pla I ()d 24" o.c.
Sole plate to joist or blockino at braced wall panels 3 - 16d 16" O.C.
Double top plates, minimuni 24 - inch off set of end Joints, face nail ill
` 8 - 16d
1a pLed area
Blocki!j& betweenJ ists o or rafters to to late, toe nai 1 3-8d _ __
Rim ' j oist to t9p plate, toe nail
d 6 o.c..
T lates, laps at corners and intersections, face nail ' - Od --�--
Builta-up header, two pieces with 'I," s acer 16d 16" o.c. alon each edge
Continued header, two pieces
1 6d 16" o.c. alon each edge
Ceiling joists to plate, toe nai 1 3-
Continuous header to stud toe nail 4-8d
Ceilin laps over face ail �_ n _ 1 Od --
Ceilin joist to parallel rafters, face nail _ - _ _ _ _ _ 3-10d
Rafter to plate, toe nail 2 -16d
12- 1 brace to each stud and plate, face nail
8d j
staples, 1 V,
_ 8d
I" x 6" sheathing to each bearing, face nail „
__ -- -__ - - --- -- - -_- - - -- -- - �. staples. l /
e
1 x 8 sheathing to each bears ng, f nail .
staples. I V ...
" bearino. face nail u
4 molder than 1 x 8 sheath�n to each -
sta ples,
Built corner studs 1 Od
:Nail each layer as follows: 32" o.c. at
Built-up irders and beams, 2 -inch lumber la`�ers � I Od .top and bottom and staggered. Tvc
g .
-- _ -- __ -- -- _ -_- _ -- -- - nail; at ends and each splice•
2" p lanks 2 -16d At each bearing
Roof rafters to fidize. valley or hip ratters:
toe nail
face nai 1
a -16d
3 -16.1
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Rafter ties to rafters, face IN - --
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TABLE R602.3(1)—continued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
r.
DESCRIPTION OF BUILDING
SPACING
OF FAS .-
_- _ MATERIALS
DESCRIPTION OF FASTENER
Edges (inches)' Intermediate supports`' (inches)
Wood structural
panels, subfloor, roof and wall sheathing to framing,
and particleboard wall sheathing
to framing
�/
.6d ct�I11111on 11a11 ( subtloor, all
6
1�
8d common hall (root
'
Z ` l "
8d C0)111111on nall
6
7 �
1 11 4 "
C11oI1 nai or Nd det ��I I»e d 11a1 l
6
1 �.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 kmlh.
a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing
g bending y ield (20d connections shall have minimum av
era a strengths as Shown: 80 ksi (551 MPa) for shank diameter of 0.192 MPa) common nail), 90 ksi (620 Pa) f(A shank diameters larger than
C
0.1=2 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 inch or less.
b. g acrewire Sta les are 16 and have a minim ,&m 7 /inch on diameter crown width. P
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four- foot -by -8 -foot or 4- foot -by -9 -foot panels shall be applied %pertically.
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2
f. For g Pe p regions having basic winds s p e ed of 1 10 mph or greater. 8d deformed nails shall be used for attaching plywood and wood structural panel root` sheathing to
framin g within minimum - t8 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum.
g �
. For regions having basic winds s peed of 1 mph or less, nails for attaching wood structural panel roof sheathing to gable end %vall framing shall be spaced 6 inches
on center. When basic vc. ind sp e ed is reater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for
Pe g
C! P
minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing.
h. Gypsurn shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall c oiiform to either AHA 194.1 or
0
ASTM C 208.
i. Sp acing, of fasteners on floor sheathi p anel edes ap plies to panel edges supported by framing members and at all Moor perimeter> only. Spacing of fasteners on
P g g g
P � PP .
roof sheathing panel edges a lies to anel edges su Dried by framing members and at all roof plane perimeters. Blockin`; of roof Moor sheathing panel ed` es C � PP P � PP
p erpe ndicular to the framing members shall not be required except at intersection of adjacent roof planes. Fleur and root perimeter shall be supported by tran i n o',
riembers or solid blocking.
Other wall sheathing
1 /," regular cellulosic fiberboard � " tr• �• . . • g .1 A g alvanlied loo nil n ail fed common Bail stap
_ 6
sheathing 16 ga.. 1 lono
'A" structural cellulosic filherboa ' .1' /," galvanized r��t�fillt� ri�il 8d c;cni»1c�n [tal sta le
P
6
sheathing - ;16 ga., 1' /, Ion
1s/ ," structural c:tllulusic 1 '/ „ galvaniZed 1 ~ n�j ! • > > , • 1 3_ .� of� latl 8d c c n1llion nail stap
� - � � 6
fiberboard sheathing 16 va., 1 /lone
! / . t n �Y 4 galvanized rooting nail: 6d common nail; staple , gypsum shea ht .�
,abv antzed, 1 1 A long / screws, Type W or S
{ 1 �/ " ga lvanized roofin nai 8 m n nail - sta le .� g - 1, d co mo p l gypsum sheathing 4
dal vans led, 15/S11
long, 151,11 screws, Type W or S
Wood structural panels, combination subfloor underlayment to framing
3/ and less � deformed � .
,� 6d Hall or 8d common Hall 6 12
7 /8 " . ,8d common nail or 8d deformed nail 6 12
11 /8" - 1 /4" 10d common nail or 8d deformed nail 6 12
TABLE R602.3(3)
ALLOWABLE STUD SPACING FOR WOOD STRUCTURAL PANEL WALL SHEATHING
i
i
T IN ( inches ) MAXIMUMS UO SPAC G �
Siding nailed to :
PANEL NOMINAL THICKNESS - - — - - - - - -- - " -- - -
P ANEL SPAN RATING (inch) Stud Sheathing
) �i!t1 ' O�(l, car �� �t11 i f� � 1 �
1 . 1 ft-4 124
E•c )r S1 1 t 114 1l = 1 4 it m
of hori/sontal j +►irjt*% shall tint be required.
%�heathinLv = ,i,,- irl.:ll thk k or le% *% •tell tx! applied u ah 1 %ma- �l:i�����i�i��r� .�: r�>>. �tcr�l•
C "I��lr�'c'- �I� l\ v►tXkl pric -;h. be :r1 "d v► i th i��n c1ir1��•�>>i��ri .�<<<�s:.t��dN
1 _ t'_
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TABLE R602.3(5)
e1"yc u ur AK111 CDA/`IIJ!_ AC
I - JICG G1%3 11VV✓ 0 VVJ
BEARING WALLS
�
NONBEARING WALLS
x 4
j Maximum spacing
Maximum spacing ' Maximum spacing
�
_ 2 _4
4
'14
�.
� Laterally
� when supporting �
when supporting '
when supporting
; Maximum spacing
Laterally
f unsupported
stud roof and ceiling
one floor, roof I
two floors, roof
when supporting ; unsupported
stud
STUD SIZE
height'
only
and ceiling
and ceiling
I one floor only i
height'
Maximum spacing
--
� .. . _Meet)
� finches)
;
J
(inches)
�
(feet)
_finches) - -
_ _ _ _ -- _ _ .
_ -- _. (inches) .. --
- - _ .. _
- -- . -1
..__._.(inches)
2 x 3
jo
16
I - JICG G1%3 11VV✓ 0 VVJ
F;REB,!._GCK,
PIPE
STAGGER JOINTS 24 IN
USE SPLICE PLATES—
SEE SECTION 8602.3 2
EADER
EE TABLES R502.50
14 R502.5(2)
, A' A L L S T' D:
Fm S1: 1 inch = ?5.4 nim. SEES CT1U
41. [ - fisted Heights are clitit� [Ices het�tieen )t)ints (4 1ateral s m )kited pendic.•ular to the lane ()f tfie wall. Incrcases il j ertilitteci where unsu �m - ted he ht are
. � E l )er t E� P �E l~ P
jUS11tied by an alysis.
h. .Shall I'M b< used in exterior walls.
,z
SOLID BLOCKING
RAFTERS AND CEILING °`'
JOISTS OR APPROVED PL
ROOF TRUSS
TOP PLATE — SuBFLOGR
TOP PLATE SEE DRILLING AND
NOTCHING PROVISIONS
SECOND STORY SECTION R602.6.1
SILL PLATE
FLOOR JOIST
SEE DRILLING AND
NOTCHING PROVISIONS
SECTION 8502.8.
BOTTOM PLATE
JOIST IS PERMITTED TO
BE CUT OR NOTCHED
BETWEEN THESE LIMITS
1 , nnA wI
1 IfV. COY 4 11N.
DIAGONAL BRACE
LET INTO STUDS
1 . 01 n R . A
WALL STUD- -
SEE DRILLING AND
NOTCHING PROVISIONS
SECTION R602.6
JOIST NAILED TO
STUD
TOP PLATE
BAND JOIST OR
BLOCKING
FOR BLOCKING AND
BRIDGING --SEE
SECTION R502.5
BEARI NG
WA L L
BANS D JOIST
8C P &L AT c
oil 's
J6F� 0 C.
'_T R
t 1
T i
,. P�EX. JOSS+
` CRA `VL SPACE G ,
,
BASEMEN "I .
s FGUNDA
INTERMEDIATE
BEARING '4P"k:,_L
BA`LCON 9: R. =,V
FLOOR JOISTS
OUNDATION
,RIPPLE WALL--- -
, EE SECTION R602.9
FOUNDATION
WALL STUDS
APPLY APPROVED SHEATHING OR BRACE
cXTERIOR WALLS WITH 1 IN. BY 4 IN. BRACES LET
INTO STUDS AND PLATES AND EXTENDING FROM
BOTTOM PLATE TO TOP PLATE, OR OTHER
,4PPROL'ED ME STRAP DEVICES INSTALLED IN
r'r.ORDANCE WITH THE MANUFACTURER'S
�C.A -w i -, NS SEE SECTION R602.1 J.
fir' �
t ' 1
a -
C ORNE R AND PARTI POSTS
,� h ': ►- IAED �` AN;� :JR pilg ICJ � 1(V ��iS�CT'O��
6E PERM1"E D 'O ESE kt r -TFE
�►�E �lSE `F .�:OL^Ll� SA C,;;a CLE►+TS F, +ETAS
C ; -;�� AP�'AC'1 ED DE's =CtS ?FiA'
1 t :! S E_ E •• S A ..; E :.fir• T _ .A, A C K P ► 4 E A r
FIGURE R602.3(2)
FRAMING DETAILS
I REaNM
MY OF TUKWLA
JUN 0 8 200 �
fur cF. s
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Z
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x 4
10 .4
16
_ 2 _4
4
'14
�.
3 x
10
'?
x,, 5 10 " 2 4
'.02 4
'14
16
24
2 x 6 10 f 0r4
w
16
� 4
0
24
F;REB,!._GCK,
PIPE
STAGGER JOINTS 24 IN
USE SPLICE PLATES—
SEE SECTION 8602.3 2
EADER
EE TABLES R502.50
14 R502.5(2)
, A' A L L S T' D:
Fm S1: 1 inch = ?5.4 nim. SEES CT1U
41. [ - fisted Heights are clitit� [Ices het�tieen )t)ints (4 1ateral s m )kited pendic.•ular to the lane ()f tfie wall. Incrcases il j ertilitteci where unsu �m - ted he ht are
. � E l )er t E� P �E l~ P
jUS11tied by an alysis.
h. .Shall I'M b< used in exterior walls.
,z
SOLID BLOCKING
RAFTERS AND CEILING °`'
JOISTS OR APPROVED PL
ROOF TRUSS
TOP PLATE — SuBFLOGR
TOP PLATE SEE DRILLING AND
NOTCHING PROVISIONS
SECOND STORY SECTION R602.6.1
SILL PLATE
FLOOR JOIST
SEE DRILLING AND
NOTCHING PROVISIONS
SECTION 8502.8.
BOTTOM PLATE
JOIST IS PERMITTED TO
BE CUT OR NOTCHED
BETWEEN THESE LIMITS
1 , nnA wI
1 IfV. COY 4 11N.
DIAGONAL BRACE
LET INTO STUDS
1 . 01 n R . A
WALL STUD- -
SEE DRILLING AND
NOTCHING PROVISIONS
SECTION R602.6
JOIST NAILED TO
STUD
TOP PLATE
BAND JOIST OR
BLOCKING
FOR BLOCKING AND
BRIDGING --SEE
SECTION R502.5
BEARI NG
WA L L
BANS D JOIST
8C P &L AT c
oil 's
J6F� 0 C.
'_T R
t 1
T i
,. P�EX. JOSS+
` CRA `VL SPACE G ,
,
BASEMEN "I .
s FGUNDA
INTERMEDIATE
BEARING '4P"k:,_L
BA`LCON 9: R. =,V
FLOOR JOISTS
OUNDATION
,RIPPLE WALL--- -
, EE SECTION R602.9
FOUNDATION
WALL STUDS
APPLY APPROVED SHEATHING OR BRACE
cXTERIOR WALLS WITH 1 IN. BY 4 IN. BRACES LET
INTO STUDS AND PLATES AND EXTENDING FROM
BOTTOM PLATE TO TOP PLATE, OR OTHER
,4PPROL'ED ME STRAP DEVICES INSTALLED IN
r'r.ORDANCE WITH THE MANUFACTURER'S
�C.A -w i -, NS SEE SECTION R602.1 J.
fir' �
t ' 1
a -
C ORNE R AND PARTI POSTS
,� h ': ►- IAED �` AN;� :JR pilg ICJ � 1(V ��iS�CT'O��
6E PERM1"E D 'O ESE kt r -TFE
�►�E �lSE `F .�:OL^Ll� SA C,;;a CLE►+TS F, +ETAS
C ; -;�� AP�'AC'1 ED DE's =CtS ?FiA'
1 t :! S E_ E •• S A ..; E :.fir• T _ .A, A C K P ► 4 E A r
FIGURE R602.3(2)
FRAMING DETAILS
I REaNM
MY OF TUKWLA
JUN 0 8 200 �
fur cF. s
i
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Z
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FIGURE R602.3(1)
TYPICAL WAIL, FLOOR AND ROOF FRAMING
---maw
MW COMM I
IV
1P
LAP JOIST 3 IN M
OR SPLICE --SEE
SECTION 8502.4
1 IN. x 4 i N. RIBBON
CUT INTO STUD
SEE SECTION 8602.8
FOR FIRE BLOCKING
c
•
SL e %. ' O'N - G
�' ...1 V' V...'"��• L.
ANCHOR BOLTS EMBEDDED IN
FOUNDATION 6 FT. O C. MAX.
. N
f
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w
,.: = ;�
and
C
TABLE R602.3.1
MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS
IN SEISMIC DESIGN CATEGORIES A, B, C and Di bic
ON- CEN SP ACING (inches)
HEIGHT -. —. _ - - -- � - - - -- - -- — - -- __ - -- - -- - - - --
(t 24 j 16 12 8
Supporting a root only
1i
0
>10
2 x4
2x4
2 x4
2 x4
12
2x6
2x4 j
2x4
2x4
�4
2x6
2x6 ;
2x6
2x4
16
�.x6
,,
..x6
2X6
�x4
..
18
NA
2x6
2x6 ,
2x6
1
�.
N A� '
�
2 X 6
2 X 6
2 4
NA-
NAa .
NAa
2 x 6
Supporting one floor and a roof
p 9
>lo
x6
A-.x4
2x4
2x4
�
2,x6
2x6
2x6
4
14
x 6
i
2x6
2x6
2x6
16
NAa
' 2x6 ;
2x6
2x6
18
NA
x6
x6
x6
20
NA-,
'
NAa
f
2 x 6
2 x 6
24
NA
NA
NAa
2 x 6
Supporting two floors and a roof
>10
2x6
1 2x6
2x4
2x4
12
x6 -
... x6
�.,x6
2x 6
14
X6
- 2x6
2x6
. x6
16
NA -1
NA"
2x6
2 x6
18
NA
NA
2x6
x6
7
o
NA .,►
i
N N
3 �
A
7
x 6
7 7
N A
NA
N .
1 , TAB
i
. _4
NA
NA.:
NA
N A,
TOP PLA
i
BORED HOLE MAX.
DIAMETER 40 PERCEN
OF STUD DEPTH
5 ; e IN. MIN. TO EDGE
NOTCH MUST NOT EXCEED 25
PERCENT OF STUD DEPTH
BORED HOLES SHALL NOT BE
LOCATED IN THE SAME CROSc.
SECTION OF CUT OR NOTCH 11
STUD
STUD
5 / 8 IN. CAIN. TO EDGE
E: Condition for exterior and bearing wall.
N 40 PERCENT AND
JD DEPTH, THEN STUD
ND NO MORE THAN TWO
m3 ARE DOUBLED AND SO
rwunt nouz.o(i)
NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
For SI : l inch = 25.4 runt. 1 foot = 04.S mm. 1 pound per square foot = 0.0479 kN /In
1 pound per square i n h = 6.895 kPa. 1 nit per hour = 1 .609 km /h.
a. D esign required.
b. Applicabiiity of this table the f0llu« ing: Snow lead not exceeding 2 5 psf. f, not less than 1110 psi determined b` multiplN the AF R-k NDS tabular
base design value by the repetitive use factor. and b� the size factor for all species except southern pine, E not less than 1.6 by 106 psi. tributary dimensions for
floors and roofs not exceeding 6 feet. maximum span for floors and roof not exceeding 12 feet. eaves not tzy reater than 2 feet in dimension and exterior -Sheathing.
Where the conditions are nt`t * , ,thin the-se para meter -s. de ,,� required.
c.
utilitv, standard, stud and No. e lumber of and species are not permitted.
R602.5
Interior
nonbearing
walls.
Interiol nj)j"
\xal(s
shall
be
permitted
to be
C011Si1'U:2%[ed with
2-i*nch-b\ i � 1 IIIIII bv /E7 111111 J �iUd� tipa�c'C� 24 in�he• 0'
(6 10 mm) on center or. \v hen not part of a braCed �L all lint.
?- inch - bv - 4 - inch (51 nllll bv 10" nlnl) flat - �Illd !%- cpa - eci at 16
inches (406 mm ) can cer,tzr Interior nonbearing \l ;ilk `h <<11
be capped with at least a %;in top pl . - Ate. Inte rior nmnhearin
walls shall be fireblocked in accordance with Section
R602.8.
R602.6 Drilling and notching— studs. and stud in an e\tz,
,a
wall or bearing partition mad be cut or notched to a depth nt)t
exceeding 2-.5 percent of its width. Studs in nontearin parti-
tiotilio may be notched to a depth not to exceed 40 percent of
single stud width. Anv stud may be bored or dn'lled provide f
that the diameter of the resultinQ hale is no greater than 40 per-
cent of the stud width, the edge of the hale is no closer than
inch H - mni) to the edge of the !�tud, and the hole is not lo-
cated an the game section a. Zi cut or notch. Sep FiLwres
R6042W.6(1► and R
Exceptions:
1.A stud ma% hc� bored t�� a diameter not etcee�in�_ 60 *a.
10 percent of it: «idth, prov ided that such study located
in exterwr walls or hearin parfition%� are doubled and
that not more than two suc4less-i've studs are bored.
'. A r���ed Stud •hoes ma� he used when i nstalled i n
FP
accordance with the manufacturer 's reeommenda-
uon.
Aw
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JUN 081f10'
PEAMR CEry7Hi
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••� �.w.
.45mm— -Room 111
•
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y ..
'a
t
TOP PLAT
1
T
.y
q
I
BORED HOLE MAX
DIAMETER 60 PERCENT
OF STUD DEPTH
5"8 IN MIN. TO EDGE
TUD
1W
>f: IN. MIN TO EDGE
)•454 IN.) AND 1.5 IN. WIDE
ACROSS AND TO EACH
HE NOTCH WITH 8 -16d
;H SIDE
It
c
FIGURE R602.6.1
TOP PLATE FRAMING TO ACCOMMODATE PIPING
NOTCH MUST NOT EXCEED
40 PERCENT OF STUD DEPT F
BORED HOLES SHALL NOT BE
LOCATED IN THE SAME CROP
SECTION OF CUT OR NOTCH
STUD
For SI: 1 inch = 25.4 mni.
FIGURE R602.6(2)
NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
R602.6.1 Drilling and notching of top plate. When piping
or ductwork is placed in or partly in an exterior wall or inte-
rior load- bearing wall, necessitating cutting, drilling or
notching of the top plate by more than 50 percent of its
width, a galvanized metal tie of not less than 0.054 inche
thick (1.37mm) (16ga ) and 11, inches (38mni) wide shall be
fastened to each plate across and to each side of the opening
with not less than eight l 6d nails at each side or eyui��aleilt.
See Figure R602.6.1.
Exception: When the entire side of the wall with the
notch or cut i5 co\ b y wood structural panel sheath-
ing.
R602.7 Headers. For header span; see Tables R502-5(1 ) and
R 5 0 42W .5 1 2' ) -
R602.7.1 Wood structural panel boy headers. NVood
structural panel but headers shall he con*htruCted in accor
dance with Figure R60.'.'.' end Table R •2.
R602.7.2 Load - beari headers are not
or exterior nonbeari��t� \walls. � sin;. e
req uired in interior
q
flat 2-inch-b 51 mni b\ 10 mm) member may he
�
• headerin for or exterior nonbeann�.� walls for
used as a inter �.
openings up to 8 feet (2438 mm) in width if the vertical dig
tance to the parallel nailing surface above is not more than
24 inches (, 610 mm.). For such nonbearing headers, no crip-
10
ples or blacking are required abo% the header.
R602.8 Fireblocking required. Fireblocking shall be ro- p
vided to cut off all concealed draft openings (both vertical and
horizontal) and to form an effective fire barrier between stories,
and between a top story and the roof space. Fireblocking shall
be provided in wood-frame construction in the following loca-
tions.
l . In concealed spaces of Stud walls and partitions, includ-
ino fui spaczN and parallel ro%*% of studs or staggered
studs: a follovk 1;:
1.1. tierticall� at the ceilin and Moor level
1.','2.. Horizontaliv at inter\al• not e�ceedin� l0 feet
(3048 min').
0 bet con k:ealed vertical an ,fit all interc.onne'.tion.
-h as ��cc ur at s offits. drop cej i nos
horizontal spaces u�.
and co\e cellint.
�. In concealed •p����� bemezn �tsir stringers at the top and
'bottom of the run. Enclosed spat under stairs :hall
comply \A, Section R311.2.1
NOTCH CREATE
PERCENT OF TI-
TOP
4. At openings around vents, pipes, and ducts at ceiling and
floor level, with an approved material to resist the free
passage of flame and products of combustion.
5. For the fireblocking of chimneys and fireplaces. sec: Sec-
tion R1001.16.
6. Fireblocking of cornices of atwo- family dwelling is re-
quired at the line of dwelling unit separation.
R602.$:1 Materials. Except as provided in Section R60 8
Item 4, fireblocking shall consist of 2 -inch (51 mm) nominal
lumber, or two thicknesses of 1 -inch (?5.4 mm) nominal
lumber with broken lap joints, or one thickness of / -inch
(19.8 mm) wood structural panels with joints backed bv
' 32 -inch ( 19.8 mm) wood structural panels or one thickness
of 3 /,-inch (19.1 mm) particleboard with joints backed b
r �
3 /� -inch (19.1 mm) particleboard, '/, -inch (12.7 mm) gyp-
sum board, or '/ (b.4 mm) cement -based millboard.
Batts or blankets of mineral wool or glass fiber or other ap-
p roved materials installed in such a manner as to be secur(,'.N.
retained in place shall be permitted as an acceptable fire �
block. Batts or blankets of mineral or glass fiber or other ap-
pro
-s, non -rigid materials shall be permitted for compli- ,
ance with the 10 foot horizontal fireblockin� in wall
constructed using parallel roves of studs or staggered stud.
Loose -fill insulation material shall not be used as a lire
block unless specifically tested in the form and manner in-
tended for use to demonstrate its abilit }� to remain in place
and to retard the spread of fire and hot Lya zs.
R602.8,1.1 Unfaced fiberglass. Un N iaceci tiber;�la hats
insulation used as tirzbl�x:i:In� shall till Me entire cry ►�•
se�ti��n ��f the Mall �a� to minimum heit of 16
inches (406 mm) measured \erticall\. \Vhen pi ping.*_. c��n-
duit or similar obstructions are encountered, the insula-
tion shall be packed ti�_htiti� arowi � the obstruction.
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R602.8.1.2 Fireblocking, integrity. The integrity of all
fireblocks shall be maintained.
r. R602.9 Cripple walls. Foundation cripple walls ;hall be
" framed of studs not less in pile than the studding above. When
exceeding 4 feet (1219 mm) in height, such walls shall be
framed of studs having the size required for an additional story.
Cripple walls with a stud hei1.-.1,,rht less than 14 inc;hes (356
mm) shall be sheathed on at leapt one side k�-ith awood struc-
tural panel that is fastened to bath the top and bottom plates in
accordance with Table R6042.3(1), or the cripple walls shall be
constructed of solid locking. Cripple walls shall be supported
on continuous foundations.
R602.10 Wall bracing. All exterior walls shall be braced in ac-
cordance with this section. In addition, interior braced wall
lines shall be provided in accordance with Section
R602.10.1.1. For buildings in Seismic Design Categories D.
and D,, walls shall 6e constructed in accordance with the addi-
tional requirements of R R602.10.11 and R602.11.
R602.10.1 Braced wall lines. Braced wall lines shall consist
of braced wall panel construction methods in accordance
with Section R602.10.3. The amount and location of bracing
shall be in accordance with Table R602.10.1 and the amount
of bracing shall be the greater of that required by the Seismic
Design Category or the design wind speed. Braced wall pan-
els shall begin no more than 12.E feet (3810 mm) from each
end of a braced wall line. Braced wall panels that are counted
as part of a braced wall line shall be in line, except that offsets
out -of -plane of up to 4 feet (l ? 19 mm) shall be permitted pro-
v ided that the total out -to -out offset dimension in anv braced
wall line is not more than 8 feet (.2. mm).
A designed collector shall be provided if the bracing be-
cyinsmore than 12 feet (3658 mm) from each end of a braced
«gall line.
e
TABLE R602.10.1
WALL BRACING
SEISMIC DESIGN CATEGORY OR' i
WIND SPEED ! CONDITION TYPE OF BRA b'c ' a,d,•
_ -_- _ .- _ _ ..��_ _ _ CE _ �4M0UNT OF BRACING
i
One stor I Located at each end and at least eve y � 25 feet
Methods 1, 2, 3, 4, 5, 6.7 or 8 on center b � Top of tv� o or three sto not less than 16% of braced wall
'line.
;Located at each �1 - 2
Fi rst h c. �d and at least ever AW feet
stor two stor y ! _
y
Cateaory A and B (S . U•35� y �, - ors center but not less than 16% of bra w a � L-1 Methods 1 3 4 5 6 all
Second story of � 1 .7 car 8
three s tory lin 2 5 % .. and S,,,:5 0 or x 00 m h � for Method 3 and of braced wa ll line
p
and less _ ___�________ ________ _� ______ _ :for Methods 2, 4,5,6.,7or8.
R ! Minimum 48-inch-wide panels located at each
end and at least ev 5
erg �� feet on center but not
, F irst stor y of three story ;Methods 2 3 4 5 6 7 0 less � 25% r 8 , than of braced wall line for method
and 3 5% of braced wall line for Methods 2, 4.
' 5. 6, 7 or 8.
t Located at each end and at least ev ery '25 feet
One stor); F
on center but not less than 16% of braced w•al L
Methods 1, 3, 4 .. 5, 6, 7 or 8
,;Top of two or three story � -
.line for Method 3 and ..5% of hraced wall line
for Methods 2 4 5 6 7 or 8 .
Cate gory C (S < 0.6a and ;Located at each end and at least every 25 feet S b r}
;First story of two story
Sds _ 0.50 ) or less than 110 - ! on center but not less than 30% of braced w IMehods 2 3 4 5 6 7 u all
Second s � t � � I 8 . tort' of three sto � � mph story ; line for Method 3 and 45% of braced wall line
4 for Methods 2
, 5, 6, 7 or 8.
Located at each end and at least eve 25 feet
Ion center but not less than 45% of braced wa ;First store of three stor y Methods 2, 3, 4, 5, 6 7 or , . ll
line for Method 3 and 60% of braced wall line
for Methods 2 4 _ , ? . 6, 7 or 8. _
Located at each end and at least eve • 25 feet
,Une stor *v
on center but not less than 20 c 7 c. of braced wall
Methods 3, 4,% 5, 6, 7 or 8
� Top of two or three stor fine for Method 3 and 30%c of braced wall line
Methods 2, 4, 5. 6. 7 or 8.
1.25cr Located at each end and not mare Category D (SS <_ and
_ than '.5 feet
First story of two stor ; -
Sd, < 0.838) or less than 1 10 - } :on center but not less than 45% f o braced wall
Methods 3, 4, 5, 6, 7 or 8 ' , 1
mp ;Second story of three story
� p y line for Method 3 and 60 %r of braced «all l
*for Methods ?, 4, 5, 6, 7 or 8.
Located at each end and not more than ?5 feet
First s - on center but not less than 60% of braced wall t tc r` of three stork tANlethods 1. 3 4. 5, 6, 7 or x
i line for Method 3 and 85% of braced kv 1 1 i ne
for Method 2, 4, 5. 6% r or 8.
Lo , ated at each end and at least every 25 feet
One story I&W
.- on center but not less than 25� ,,yc of Jop . Methods 2• �, 4 > 6 braced �� all
� � .- . 7 � r 8 . oft c story + 1 ne for Method � � ,
. _and 40 . c of braced �� al 1 line
'tor Methods 2., 4. 5, 6, 7 or 8
Category D, or less than 'Located at each end and not more than �.5 feet
110 mph Fiat stor - on center but not less than 55% of braced w of two �tnr� '�lethodti 4% �. 6% 7 or 8 for Nlethod all
,line 3 and 75 ( /c f of braced veal l li ne
: for - Methods 2. 4. 5. 6 7 or 8
Located at each end and not more than 25
' aTl __ feet
Cr '
pple .% al k _ lethod 3
n `entc. r but not 1e„ than 7 cif braced wall
lino.
For 1 inch ='i.4 mill. � �l�llj � ;� � rn nl• I p ound p - � = = , - _
�' �'� tare t o ot -- �.�_ 79 l.Ninz . l I, II�e per ht.�Lr - 1.6��9
a. Wsil brat. in, an�� unt.\ are �a�ed ()I a ���i1 �It: - 1a�; `•D.•• lilte Al ��� •� . a _ .
`},. � • r�C t1C�11 t h ra � l n� 3R.��Iina\ �c t - �� the S •�i�U ; i \���.i �� lt�' :�'.�' '��1 �nli�' Dc'�I �ai'���� �\
Shall bC' pe r mitted � hen a • ,Ite `pc` *r'.� S '• a:J: :\ determ in act. l .t • � � ; " 1 ; , - , - , . � C � rl�
I1�� ith C`t<<�Tl 1 , _ tit the ll.,c ►'4clltr� 17i, lc�!!: l i�(�t
h. Foundation eri pp ic' tk aj: ��ailei• ;� .i� h�' hr.����:: � r� a��i �t.�.i r�t�c' �� i th S • ' , ,� , �� ,
, tt a
Sect Rf }_ ._.
�. • etht t l bra,:
�F�.l� in �hj! dc ii���: :n S•' 1 R �'� l (i . s �r -
... t '�. .� . L . � l � 1' i � � _ . - . T n e .� ! l C' r i :.� r � r . � �� ' �1 it j � �,,, � -� t .
,�{ T}�.a %_ . .;i.t.. .!!: . .2� ..: \�.rihe%] i II �:t':tin R { i_ I t )_6 -- a.l:l a o be per -vj I.
mil. The hfa,:in` anioun for ` r � � :._ \�� = t� ` \ ` 11 � i - S t�`► � '
:ire. .! v t� :i j _ �` I .�a. dead Stai Fo - .14 ..li� :z 1�:� a dCau !t - l a d r :` ie hra�l�,. j - � 1, •
• t 1 ` • e a.irn untN \hall tv
permitted it) he multi�iie�i h� ().�� -�-t �� ;uc'u f iat M e au - - -
• - j ' �i��te hra;ir: .�:Tj�lUilt i� not lC'1♦ ti.af; 41n it :yu�''e •E�i irlC' \ii` \ A ;r:u \ el: The :I�l;�1fT1.1TI� � �' �
Panel shalt not tie lei; than re u ir: ", �� SC'.: Rf�+�'
!en
th t t�ra�ed
e_ When the dead l��ad of the r� �' _ � ' -
��f:�ei�ir, ;�;::L : p• +. tie hr;�� tit; 3m��ur?t. \h��i t 1nt;rC'.� \�'� in .t �<<�f;IJ n � ' ,� • - , , ,
C �.� �... R_ s ►.._._ .• F3r.�. rn; required i��r,� ��.�
U I nd N ved •hal l not be add usted.
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R602.10,1.1 Spacing. Spacino of braced wall lines shall
not exceed 35 feet (10,66K mm) on center in bath the Icon
�itudinal and transverse directions in each story.
}
Exception: Spacing of braced wall lines not exceed-
ing 50 feet shall be permitted where:
1. The wall bracing provided equals or exceeds the
amount of bracing required by Table R60?. 10 . i
multiplied by a factor equal to the braced \klali
line �paci divided bv 35 feet, and
2 . Thy length- tc�- ���ic�th i atio for the floorAvall dia-
phragm does not exceed 3:1.
R602.10.2 Cripple wall bracing.
R602.10.2.1 Seismic Design Categories Other than
D In Seismic Design Categories other than DI., cripple
walls shall be braced with an amount and type of bracint
as required for the wall above in accordance with Tabl
R602. .10.1 with the followin� modifications t % or cripple
wall bracing:
I. The percent- bracing amount as determined from
Table R602.1 0. 1 shall be increased by 15 percent,
and
?. The wall panel spacing shall be decreased to 18
feet (5486 mm) instead of 25 feet (762.0 mm).
R602.10.2.2 Seismic Design Categor D In Seismic
Design Category D,, cripple walls shall be braced in ac-
cordance with Table R.10. 1.
(61Q mm) stud spacing. Wood structural panels shall
be installed in accordance with Table R602.3(3).
4. One-half- inch (l 2.7 mm) or"/,-,-inch( 19.8 mm) thick
structural fiberboard sheathing applied vertically or
horizontally on studs spaced a maximum of 16 inches
(4U6 mm) on enter. Structural fiberboard sheathing
shall he installed in accordance with Table R602.3(1).
5. ' ypsum hoard with zl1inimum '/, -inch (12.7 mm) 4'
thickness placed on studs spaced a maximum of 24
inches (6 10 min) on center and fastened at 7 inches
(178 mml on center with the size nails specified in Ta-
ble Rb042W.3(l ) for sheathing and Table R702.3.5 for
interior gypsum board.
6,, Particleboard wall sheathing panels installedin accor-
dance with Table R602.3(4)
7. Portland cement plaster on studs spaced a maximum
of 16 (406 mm) on center and installed in ac-
cordance with Section R703.6.
8.` Hardboard panel siding when installed in accordance
with Table R703.4.
Exception: Alternate braced w all panels constructed in
accordance with Section R602.10.6 shall be permitted to
replace any of the above methods of braced wall panels.
R602.10.4 Length of braced panels. For Methods 2, 3, 4,
6. 7 and 8 above, each braced wall panel shall be at least 48
inches (1 219 mm) in length, covering a minimum of three
stud spaces where studs are spaced 16 inches (406 mm) on
center and coverin� a minimum of two stud spaces where
studs are spaced 24 inches (6 10 mm) on center. For Method
5 above, each braced wall panel shall be at least 96 inches
(.2.438 mm) in length where applied to one face o
e f a braced
wall panel and at least 48 inches (1219 mm) where applied
to
b oth face s.
R602.10.2.3 Redesignation of cripple walls. In any
Seismic Design Category, cripple walls are permitted to
be redesignated as the first story walls for purposes of de-
termining wall bracing requirements. If the cripple walls
are redesignated, the stories above the redesignated story
shall be counted as the second and third stories respec-
tively.
Exceptions:
11602.10.3 Braced wall panel construction methods. The
I . Lengths of braced v�•all panels for continuous
construction of braced wall panels shall be in accordance « 'ood structural panel sheathing shall be in accor
with one of the folloNk ing methods:
dance with Section R60
1. Nominal I - inch -bv -� -inch (�'�.� mm bv 10? min)
?. Length; of alternate braced wall panels shall be in
continuous diagonal braces let in to the top and hot - accordance with Section R60-2 .10.6.
tom plates and the intervening study or approved R602.10.5 Continuous structural panel sheathing. When strap devices installed in accordance v��ith the ��ntinuous wood structural panel sheathing is provided in
manufacturer's specifications. The let -in bracing accordance %xith Method 3 of R602.10.3 on all sheathable
shall be placed at an ankle not more than 60 de(yree%% areas of all exterior walls, and interior braced wall lines.
(l .06 cad) or less than 45 decirees (0.79 rude from the V1. hers reyuired, includin areas above and below openings,
horizontal. braced �ti panel len.ths
shall be in accordance with Table
R602. 10. �- NN' c�c�d structural panel sheathin� shall be in-
2.
NVOod boards of `%, inch H'S-9 �nm) a��t Illt[ll(tlUlll
- tallzd at corner; in accord with Fi, I0.5. The
thicl:nes, applied diatTonalix :tu�i� ,pu����i a maxi hr ��� ink amc�unt� in Table R6011 (1.1 for Method � mum of 124 inches (61 U mm ► :� . D�oonal boards shall be � _ shall be
p IO be 111t1It1pIlc' hx a tak of 0.4 for walls with a
attached to stuff-s in accordance %% ith Table R602.3( l ). M :i\1I11Ulli o tT�jn�` 8`1 p h�i� ht that d�e• not exceed percent of
3. NVood :tru,:tural panel shzsthin �� lih 1 Itll��Il�ti� ►l��I t���� �t alp heit.. car a fa�t��r of 0.8 for walls with a maximum
less than"', � inch (7.9 rnm �� f��r 16-*I
n c h (406 Illlll) stud i,•flt that doeN not ex -eed 6 percent of the lWa11
�pacin� :�nci not less thin '/, inch i9.� mrl�, f ��r?- � -i..�}
_ TABLE R602.10.5
LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL a.b
MINIMUM
LENGTH OF BRACED
WALL PANEL
wall
9 -foot wall
1 o -foot wall
MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL
- -_
- - -
o of gall height)
_ •_
5 4 _ _ _ __
_ _ __ _ _. _ _ _ _.►_ _._
I (X)
0
0
_10
65
L]
a. Linear interpolation shall
be permitted.
b. Full -hei .
ht she frain - g athed Wi.d set. toy either side cat �ar�� �e c� enin�� that' :� cart li(yht e roo is c)nl %pi dead • � pp y, th rust covering
of 3 psf car less shall be permitted to have a 4 1 a�-;
peC t ni411
16d NAIL AT 24 IN. O.0
8d NAIL AT 6 IN. O. _.
(ALL PANEL EDGES)
(a) OUTSIDE CORNER DETAIL
16d NAIL AT 24 IN Q.C.
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1 j
FRAMING
AND 12 IN.
IERS NOT
(b) INS CORNER DETAIL
FIGURE R602.10.5
EXTERIOR CORNER FRAMING
Y
7 r '
cc
M
x
z
plow
i
N
R
NSTALLED IN
NPTER 7
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER 7 (INTERIOR)
W%. I rn1 ` n i I C 1 1 M. V.L.. LJ(V ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
R602.10.6 Alternate braced wall panels. Alternate braced
wall lines constructed in accordance with one of the follo%kI ,
�ng provisions shall he pe, itted to replace each 4 f eet
(1219 mm) of braced wall panel as required by Section
R602.10.4:
1. In one -story buildings, each panel shall have a length
of not less than.). feet, 8 inches (8 13 rnm) and a height
of not more than 10 feet (30 nlm). Each panel shall
be sheathed on one face with 3 1 � -inch-
minimum- thickness (9.5 mm) vvood structural panel
sheathing nailed with 8d comrtion or galvanized box
nails in accordance with Table R602.3(1) and blocked
at all wood structural panel sheathing edges. Two an-
chor bolts installed in accordance with Figure
R403.1(1) shall be provided in each panel. Anchor
bolts shall be placed at panel Quarter points. Each
panel end stud shall have a tie.-down device fastened
to the foundation, capable of providing an uplift ca-
pacity of at least 1,800 pounds (816.5 kg). The
tie -down device shall be installed in accordance with
the manufacturer's recommendations. The panels
shall be supported directly on a foundation or on floor
framing supported directly on a foundation which is
continuous across the entire length of the braced wall
line. This foundation shall be reinforced with not less
than one No. 4 bar top and bottom. When the continu-
ousfoundation is required to have a depth greater than
12 inches (305 mm), a minimum 12- inch -by -l2 -inch
(305 mm by 305 mm) continuous footing or turned
down slab edge is permitted at door openings in the
braced wall line. This continuous footing or turned
down slab edge shall be reinforced with not less than
one No. 4 bar top and bottom. 111's reinforcement
shall be lapped 15 inches (381 mm) with the rein-
forcement required in the continuous foundation lo-
cated directly under the braced wall line.
1_
2. In the first story of two -story buildings, each braced
wall panel shall be in accordance with Item 1 above,
except that the wood structural panel sheathing shall
be provided on both faces, sheathing edge nailing
spacing shall not exceed four inches on center, at least
three anchor bolts shall be placed at one -fifth points,,
and tie -down device uplift capacity shall not be less
than 3,000 pounds (1 360.8 kg).
R602.10.7 Panel joints. All vertical joints of panel sheath-
ng shall occur over studs. Horizontal joints in braced wall
panels shall occur o��er blocking of a minimum of 1' /, inch
(38 mm) thickness.
Exception: Blockino is not required behind horizontal
joints in Seismic Design Categories A and 8 and de-
tached dwellinos in Seismic Deshyn Cate clory C when
constructed in accordance a ith R604'02% - 10 �.
Braced w all - panel construction method 3 and Table
R6012r. 10. 1, method or u Permitted h). the nianu-
facturer's installation reyuirertient!� for the spzcifi�
sheathing material.
R602.10.8 Connections. Braced wall panel pole plates shall
be fastened to the floor framing and top plates shall be con-
imin_ aNwe in aCcordanCe \tIth Tabie
R Sills shall be fastened to the foundation or slab in
accordance with Sections R403.1.6 and R602.11. Where
P are perpendiCUltar to the braced wall lines above,
blocking shall be provided under and in line with the braced
wall panels.
R602.10.9 Interior braced wall support. In one -story
buildings located in Seismic Design Category D interior
braced wall lines shall he supported on continuous founda-
tions at intervals not exceeding 50 feet (15 240 mm). In two
story buildings located in Seismic Design Category D all,
interior braced wall panels shall be supported on continuous
:foundations.
Exception: Two -story buildings shall be permitted to
have interior braced wall lines supported on continuous
foundations at intervals not exceeding 50 feet (15 "2040
mm) provided that: 41
1. The height of cripple walls does not exceed 4 feet
(1219 mm).
20 First -floor braced wall panels are supported on
doubled floor joists, continuous blocking or floor
beams.
3. The distance between bracing lines does not ex-
ceed twice the building width measured parallel to
the braced wall line.
R602.10.10 Design of structural elements. Where a build-
ing, or portion thereof, does not comply with one or more of
the bracing requirements in this section, those portions shall
be designed and constructed in accordance with accepted
engineering practice.
R602.10.11 Bracing in Seismic Design Categories D and
D located in Seismic Design Categories D, and
D shad be provided with exterior and interior braced wall
lines. Spacing between braced wall lines in each story shall
not exceed 25 feet (7620 mm) on center in both the longitu-
dinal and transverse directions.
Exception: In one- and two -story buildings, spacing be-
tween braced wall lines shall not exceed 35 feet (10 363
mm) on center in order to accommodate one single room
not exceeding 900 square feet (83.61 ml) in each dwell-
ing unit. The length of wall bracing in braced wall lines
spaced greater or less than 25 feet (7620 mm) apart shall
be the length required by Table R602.10.1 multiplied by
the appropriate adjustment factor from Table
R6042. 10. 11.
Exterior braced wall lines shall have a braced wall panel
located at each end of the braced wall line.
Exception: For braced wall panel construction Method 3
of Section R602 10.3, the braced wall panel shall be per-
milted to begin no more than R feet (2_438 MM') from each
end of the braced vvall line provided one of the foliowi*na
i� satisfied.
A minimum 2_4-inch*-%v1'de (610 mm panel is ap-
plied to each side of the buildinso corner and the
Mo 2--+- inch- wide 161(1 mm') panels at the corner
h: :ll he attached to framinqz in a%::'rordance with
Fi_ ?ure R 60 am'. 10. 5 or.
2. The end of each braced wall panel closest to the
corner shall have atie -down device fastened to the
stud at the edge of the braced wall panel closest to
the corner and to the foundation or framing below.
The tie -down device shall be capable of providing
an uplift allowable design value of at least 1,80O
pounds (816.5 kg). The tie -down device shall be
installed in accordance with the manufacturer's
recommendations.
A designed collector shall be provided if the bracing is
not located at each end of a braced wall line as indicated
above or more than 8 feet (2438 mm) from each end of a
braced wall line as indicated in the exception.
TABLE R602.10.11
ADJUSTMENT OF BRACING AMOUNTS FOR
INTERIOR BRACED WALL LINES ACCORDING
TO BRACED WALL LINE SPACIN aob
BRACED WALL LINE SPACING
(feet)
MULTIPLY BRACING AMOUNT IN
TABLE R602.10.1 BY:
IS or less
0.6
20
0.8
25
1.0
30
35 _
1.4
For SI: !foot = 3013.8 mm.
a. Linear interpolation is permissible.
b. The adjustment is limited to the larger spacing between braced wall lines to
either side of an interior braced wall line.
8602.10.11.1 Cripple wall bracing. In addition to the
requirements of Section 8 where interior
braced wall lines occur without a continuous foundation
below, the length of parallel exterior cripple wall bracing
shall be one and one -half times the length required by Ta-
ble 8602.10.1. Where cripple walls braced using Method
3 of Section 8602.10.3 cannot provide this additional
length, the capacity of the sheathing shall be increased by
reducing the spacing of fasteners along the perimeter of
each piece of sheathing to 4 inches (102 mm) on center.
f
a
i
8602.10.11.2 Sheathing attachment. Adhesive attach-
went of wall sheathing hall not be permitted in Seismi �'�' g c _
design Categories C, D, and D,.
8602.11 Framing and connections for Seismic Design Cate- :
gorier D, and D
2- The framing and connection details of build-
ings located in Seismic Design Categories D1, and D, shall bein a �-
accordance with Sections R602.1 1.1 through 8602.11.3.
8602.11.1 Wall anchorage. Braced wall line sills shall be
anchored to concrete or masonry foundations in accordance
with Sections R403.1-6 and 8602.11. For all buildings in
Seismic Design Categories D, and D, and townhouses in
Seismic Design Category C, plate %vashers, a minimum of '/,
inch by 3lnches b y 3 inches (6.4 mm by 76 mm by 76 cnm)
in size, shall be provided between the foundation sill plate
and the nut.
R60' .11.? Interior braced wall panel connections. Inte-
rior braced wall lints shall be fastened to door and roof
framing in accordance with Table
R60.2.30). to required
foundations in accordance Section R60.2. 11.1, and in
accordance %v ith the following requirements:
ILI
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1. Floorjoists parallel to the toy plate shall he toe - nailed R606e2.1 Minimum thickness. The II11I11I11U111 I}llCk Of
to the top plate with at least 8d nails spaced amaxi- masonry bearino walls i1ic�re th one story hi't.Th Shull be 8
mum of 6 inches (150 mm) on center. inche (-'03 i»m). Solid masonry tialis of one-story dwell-
2. Top plate laps shall be face- nailed «�ith at least eight ►nt� �1IlC� �.:�lr���es shell not be les.s th 6 inches (15? iur1i) in
thickn��s; �� he» not oreatc:r than 9 feet (?743 mm) in height
16d nails on each side of the splice.
Provided that NA oable construction is used, an additional
R602.11.3 Stepped foundations. Where stepped founds- 6 feet (1 R?�) �1�m) is permitted tc� the peak of the `�uble. Ma-
tions occur, the following requirements apply: sonry w all� �hal1 b� laterally �uppc�rtt�ci in either the horl-
I Where the height of a required braced wall panel that Ionu or \trtical direction at inte rvals as I't'.qUII'td by
extends from foundation to floor above varies more Section R606.8.
than 4 feet (1220 mm), the braced wall panel shall be R606-2-2 Rubble stone masonry wall The 1111111J11UI11
constructed in accordance with Figure R602.11.3 thickness of ruu` h, random or coursed rubble stone nia-
2. Where the lowest floor framing rests directly on a sill sunr} walls shall be 16 llll'ht',S (406 111111)
bolted to a foundation not less than 8 feet (2 440 mm) R606.2.3 Change in thickness. Where walls of masonry of
in length along a line of bracing, the line shall be con- hollow units or masonry bonded hollow walls are decreased
sidered as braced. The double plate of the cripple stud in thickness, a curse of solid masonry shall be constructed wall beyond the segment of footing that extends to the between the wall below and the thinner wall above, or spe-
lowest framed floor shall be spliced by extending the cial Vnits or construction shall be used to transmit the loads
upper top plate a minimum of 4 feet (1219 mm) along froth face shells or «�ythes above to those belov,f.
the foundation. Anchor bolts shall be located a maxi-
mum of 1 foot and 3 feet (305 and 914 mm) from the R606.2.4 Parapet walls. Unreinforced solid masonry Para-
step in the foundation. pet walls shall not be less than 8 inches (203 mm) in thick-
3. Where cripple walls occur between the top of the nes and their height shall not exceed four time their
foundation and the lowest floor framing, the bracing thickness. Unreinforced hollow unit masonry parapet walls
shall be not less that 8 inches (?03 mm) in thickness, and
requirements for a story shall apply. their height shall not exceed three times their thickness. Ma-
4. Where only the bottom of the foundation is stepped : parapets in areas subject to v��i��i loads of 30 pounds
and the lowest floor framing rests directly on a sill per." foot (1.44 hN /qtr) located in Seismic Design Cat-
bolted to the foundations, the requirements of Section
R602.1 1.1 shall apply. e��or }� D,, or D... or on to«?nhuuses in Seismic Design Cate-
�oi }� C Khali be reinforced in accordance with Sectioll
SECTION R604 8606.11.
WOOD STRUCTURAL PANELS
12604.1 Identification and grade. Wood structural panels
shall conform to DOC PS 1 or DOC PS 2. All panels shall be
identified by a grade mark or certificate of inspection issued bv
an approved agency.
R604.2. Allowable spans. The maximum alloxvable spans for
wood structural panel wall sheath in;� shall not exceed the val-
ues set forth in Table R602.3(3).
8606.3 Corbeled masonrti Solid masonry units shall be used
ap
for corbeling. The maximum corbeled projection beyond the
face of the wall shall not be more than one -half of the wall
thickness or one-half the wythe thickness for hollow walls; the
maximum projection of one unit shall not exceed one -half the
hel'u....ht ofthe unit or one- third the thickness at right angles to the
Nvall. The top course of corbels shall be a header course when
the corbeled massonry is used to support floor or roof- framing
members.
R604.3 Installation. NVood structural panel wall sheathing
shall be attached to framini'l in accordance with Table
R1). NVood structural panels marked Exposure 1 or Exte-
nor are considered vvater-repel lent Sheathin� under the code.
SECTION R606
GENERAL MASONRY CONSTRUCTION
R606.1 General. Ma%sonr9% cc�listru`th)n s hall he de% anLJ
constrLhAed I �1L"C0 rd;.lIlk_"e 111A lth the p ro\ 1NI'011%". o? thlk� (V
In
5J.\ I S
��c�'ti'd:l:ic�' 'l� It�l thy' pr�)% 1sIt�i1� of �aCl 1_(
_
4 1... .
R606.3.1 Su ort conditions. C0-& wall or ni son ry v
PP
veer con s trU t i on nia �� b on an 8 -hich (.2.0 inm)
f(Ainciation wall, provided the 1 8-inch t'203 mrnl wall is
corbeled with sol masonry to the «' i dth of the wal siv stem
above. The total horizontal p ro j ection of the corbel shall not
cee�l ins: hes t; l nini with lnd i lvidual corbels p rojectin .,
�.
not n iork - 2 , than one -third the thickness of the unit or one -half
the 1lC'1t,yht Of 011-k.' t111it. The top of all corbels shall be a
8606.1.1 Professional registration nc�t req uired. Wh
� y
the eni P ir* al de %%1 p ro% 0 11 i ion%, of ACl � �(�'.�� 5"rNI
-40' Cha pter - 5 or the rk)\ 01 0 `e:t1()11 :1I'c.' 1i's d
n nia onr roiect dram. ltl :C.: Pe i
ficafion.N are not req uired t%) beLar the meal cif the archl'tect or
enklineer re% )n*sib1e for desi' unle •: othermt i* re hired
b\ the state law o the JurisdI*k1l'on hd\ iilL. authorit\
%_ IV
X606.2 Thickness of masonry. The nominal oT Ill:i-
sk u shall <<mform w the reyuiremznt• t sect'1011�
R 606. d2w. I thrc)uLvh R fi(0.�'.4.
%W
R6446.4 .-kilowable stresses. Ailtnk ah'I'l - 1.2
l~'
nw . -hall no e'\`ee'd the Me ' re•cribe'�l in Table
P
the , �tr e - sNe� in n1�i`i , )nr - \. the effc,.t % of
� ll 1()adN and ck - )nditions of Joadins:... and the influenCe of all
the deNi gild �tren,th cat the se veral arts
sh�111 he tLike 1 itito al.counl
R606.4.1 Combined units. I n wal is or other strLICtural
merllbers comp osed of d111'eretit K1 11CIS ()r :' i - �i�ic.'s cif Units,
P �.
ma terials or mo rtars% the tllktxnnum ktr'ess shall not exceed
the allowable stress t *()r the weakest of the combination of
Units, niatericals and mortars of which the member is c
pc�sed. The net thickness cif ativ facini,. unit thAt is used to re-
sist stress shall not be less than 1.5 inches ('38 mm).
R606.5 Piers. The unsupported he*(Yht of m�lsunry piers shall
not exceed ten times, their le ast dipnension. When structural
play file or hollow concrete masonry units are used for isolated
piers to support beams and girders, the cellular sp aces shall be
filled solidly with concrete or Type M or S mortar, except that
unfilled hollow piers may be used if their unsupported height is
not more than four times their ]east dimension. Wherehollow
rnasc�nr�� unity are �c��icily� tilled with con�rett or Type N1. S or N
rtar, the allov�'able compressive �tress shall be permitted to
be increased as provided in Table 8606. 4.
R606.5.1 Pier cap. Hollow Piers shall he capped \%,- ith 4
inches (10" mnf) of solid masonry or concrete or shall have
cavities of the top course tilled ;�,�ith concrete or grout or
ether approved method
TABLE 8606.4
ALLOWABLE COMPRESSIVE STRESSES FOR
EMPIRICAL DESIGN OF MASON
0
w4r ,
1
i
j
Mia1 or.; o.f aht ►! {i m Io ta d - h k c,. :::l
- - N
• N
ONi
1.5�_►+) per: i' ;11f�)
HO1 0M. ai!S tc:3N. or ir.1iilr� hell ;.I1 - 46
lit
��ljitj III�it�:
i ,,k,
Stone a%h l ar mi.1 %. on r\, ..
or 13carble 1
_*tot
:SantiNtone or :aw%t stone _ % fi
Rubble -.lone mjN onr\
Coarse. rou ; o randoom
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2
ALLOWABLE COMPRESSIVE
STRESSESa
GROSS
i
CROSS- SECTIONAL AREA
CONSTRUCTION; COMPRESSIVE
Type M or S
Type N
STRENGTH OF UNIT, GROSS AREA
mortar
mortar
Solid masonry of brit l; and other sol
units ofclav or shale. sand-linie ter
concrete brick:
8,000 + psi
5(�
4,500 psi
.500 psi
160
1-40
1,500 P SI
I1
I()�)
Grouted' mason► of cla\ or , ,h a le:
sand -lime or .: , )nk rote :
4 .500+ p >i
I n
?.S0() psi
160
1.50(1p.i
li5
It)If
,` one rcte mx-.( )nr%
l.li3lt�:
� .000 p • i
101)
I.2 P
I 15
16 1 �
0
w4r ,
1
i
j
Mia1 or.; o.f aht ►! {i m Io ta d - h k c,. :::l
- - N
• N
ONi
1.5�_►+) per: i' ;11f�)
HO1 0M. ai!S tc:3N. or ir.1iilr� hell ;.I1 - 46
lit
��ljitj III�it�:
i ,,k,
Stone a%h l ar mi.1 %. on r\, ..
or 13carble 1
_*tot
:SantiNtone or :aw%t stone _ % fi
Rubble -.lone mjN onr\
Coarse. rou ; o randoom
IIX'i
d
2
1
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a. Li near interpAJ 'sh�iII h(.' LIsek.] k)i detcl' I IIIIIIII La k)%k '11)1 C
s onr� unity hay ill �'��111�`lc' »1 � �tren 111,11 arc il�t�'1 I11�dIdtC h�•t�. e C11
tht)se gig en H i thc.' uih e.
h. 6wss c,ro� sect ii)nal area ,hall he tabulated o il the at. ra ther than Ili 1111
nal dimensions.
c• See Section ROO"
d. Where floor a n d root loadN a re carrie up(w, il llc. %k . N tilt, tilt
tional area is that of the w\ the under load-, It'
oad; it' bt)th wythes are landed, the
oro�ss cross-sec arc is that o the �� all 111i11U` the a ol� the ca\ it`• be-
t%k een the %v) then. Walls hmided �k ith metal tips shall he ecwlmdered oils ea\ it\
wal unless the � of lar joi nt` ai fil \k ith 111o�1 - Ar or ` 1
R6U6.6 Chases Chases 01 and recesses in musonr� w alls shall not
be deeper than one - third the wall thickness and the 111aXlIllUC11
length of a horizontal chase or horizontal Projection shill not
exceed 4 feet (12 19 111111) and shall have at leapt R inches (?03
mm ) of masonry in back of the chases and recesses and be-
tween adjacent chases or,rece;ses and the jambs of i�penin�s.
Chases and recesses in illasonry ���allti shall be deigned and
constructed so as not to reduce the required strength or required
fire resistance of the vkall and in nc► k las b shall a chase or recess
be permitted within the reyt111 area of a pier. Masonry di-
redly above chases or recesses wider than 12 inches (305 mm)
shall be supported on noncombustible lintels.
R606.7 Stack bond. In unreinforced masonry where masonry
units are laid in stack bond, Ionuitudinal reinforcement consist-
ink of not less than two continuous wires each with a minimum
aggregate cross - sectional area of 0.017 square inch (1 l mm' -)
shall be provided in horizontal bed joints spaced not more than
16 inches (406 mm) on center vertically.
R606.8 Lateral support. Masonry walls shall be laterally sup-
ported in either the horizontal or the vertical direction. The
maximum spacing between lateral supports shall not exceed
the distances in Table R606.8. Lateral support shall be pro-
vided by cross walls, pilasters, buttresses or structural frame
members when the limiting distance is taken horizontally. or by
floors or roofs when the limiting distance is taken verticallv.
TABLE R606.8
SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
MAXIMUM WALL LENGTH TO THICKNESS
CONSTRUCTION OR WALL HEIGHT TO THICKNESS a
Bearing walls:
Solid or solid ��r0uteJ
All ether
Nonbearinc... %\ ,a1k:
Exterior
Interio�r
,� �
l�
Its
�Or SL l ��, t =� I �
1_-_l:eh ..! i• �� "it1� mid t; ; > > a ,� �Il`. ~' 'k i t�I , �z .111 ;hall a.
t for �1�:. .,�� }�
he Its ,1+) 1 11111.=! 1 I t: :1 ureu' ���. t : 1!U 46. Z�..r l 1`:
c;i% !t� t�,Ill•. I�.,�.. �}i.�l IL•`
L }� •'��'� lt� •►,.a t ti + ) � `� ` '� '�. i" �:� ��ll�t'�''� L'� �� �11�_ 1 i •,'-�• •+ Ir ^ •r �_
�ih1�kT':` i Zij` , 1Vl•�• tl:C \ 1. • I . it r ♦•..
p:t�. lie rat�,� not : �`t�eu
4
r` 1 �
�� �h�i _ -1
�. An • dd -) TIJ1 lli1�.�` i��. ~et:.. tl `1± f� 1��. .� .1 t�li� ♦��U t �.ii'.�� C ��.Z,��_
R606.8.1 Horizontal lateral support. Latki. SuPP��� in
the hori/ontal irectio�n r ro% ided b\ nt,": rna*
86!)6.x.1.2 Nifetal reinforcement, * 'Interior
no n l o6 - heart n ty walls -shall be atic cored at their inter-
sect is ws. at vertical interv, of not more th en 16 inches
(406 n1m) with 'dint reinforcement of at least 9 gage, or
! l, inch (6.4 nim) galvanized niesh hard" cloth. Inter
sectincy, masonry walls,, lls,, other then interior
1101110adbearin MetAlls, shall be anchored at vertical inter -
vals of not more than 8 inches (2.03 C11ni) " joint rein-
force of at least 9 cyacye and shall extend at least 30
inches (762.nini) in each direction at the intersection.
Other metal ties, j oint reinforcement or anchhrs, if used,
shall be spaced to provide equivalent area of 4tinchoraae
to th�At required by this sec,�tiOn.
9
R606.8.2 Vertical lateral support. V ertical lateral support
of masonr v walls in Seismic Desicyn Cate(yory A. B or C
shall be Provided in accordance with one of the methods in
Section R606.8.42. I or Section R606-8.2
R606.8.2.1 Roof structures. Masonry wally shall be an-
chored to roof structures with metal strap anchors spaced
in accordance with the manufacturer's instructions,
'/, -inch (122.7 mm) bolts spaced not more than 6 feet
(18. mm) on center, or other approved anchors. An-
chors shall be embedded at least l61nches (406 mm) into
the masonry, or be hooked or welded to bond beam rein-
forcement placed not less than 6 inches (152 mcn) from
the top of the wall.
R606.8.2.2 Floor diaphragms. Masonry walls shall be an-
chored to floor diaphragm framing by metal strap anchors
spaced in accordance with the manufacturer's instructions,
' /,- inch - diameter (12.7 mm) bolts spaced at intervals not to
exceed 6 feet (1829 mm j and installed as shown in Figure
R606.10(1), or by other approved methods.
R606.9 Lintels. Masonr }� over openings shall be supported bN
steel lintels, reinforced concrete or rnasonr�� lihitels or masonr��
arches, designed to support load imposed.
R606.10 Anchorage. Masonr y walls shall be anchored to fluor
and roof systems in accordance with the details shown in F
ure R606.10(1), R606.10(2) or R606.10(3). Foothi,(_ mad be
considered as points of lateral Support.
R606.11 Seismic requirements. The seismic requirements of
this section shall app) }� t� the design of masonry and the con-
struction of masonr }� buildincl. elements located in Seisic'De- m
sign Cateoory D, or D_. To%vnhouses in Seismic Desit"m
Category C shall comply with the reyuirzment� in Section
R606-11-2. These reyuirzment.s shall not apply to �luss unit
masonry confocmin` to Section R610 or masonr\ en«r con-
forming to Section R70,. i.
R606-1 1.1 General. Nlasonry N ar%l »zast�nr\ el e- W 0
11�znt� shall cc�mpl� �% ith the r�yuir�� Il1LI1[� �f ��LIl()llN
R606.1 I.'_' throu�h R606.1 1.4 ba �i� the �ti:il�i� c ;��:i�tn '%-
catz��«r established in Table R30 1 .'1221 1 i. Ma.s.onr\ �truc-
ture.s and t1ia-���nr� e]�rn��rlt• shall c��m��l� \k ith the r� �yuir�� -
tnrnt!� of Sek-. R606.1 1 and Hclure*% R606. I 0i I �.
R606-10i',2;-) and R606.10! or shall be de*-sit"lled in
dance «ith :SCI 5'0/ASCE 5 40,62.
r.�
ft
t
X
s
CENTM
-�
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Vd
C
f 1
N
w ar
� x
Z �<
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� Q
C
��ali• shall be pro\ided h\ c����� cif the r»�th���i• in Section
R606.1 1.�.1 Floor and roof diaphragm construction. to �
R f�(�.ti. I .1 or S ecti��n R fi(�6.�. 1 .�'. Floor and
roof diaphraonis �h�il be c��n�tru�t��i ni �t�u�-
tural vkuod sheathing panel., attached to %oW framinso in o
R606.8-31 Bonding pattern. Fifth Fvrcent kit the unit• accordance with Table R602..3t 1 ) or to Cold- furmzJ steel = 2
Q
at the inters. shall be la'd in an o \ erlappin__ ma- t1oor framing in accordance u ith Table R505. 1 (2) car to
��nn� bond'
n� pattern. with alternate unit havint",v. a t-ear- gold- formed steel rcwt franiiii; in ae�ordance v► ith Table
in= of not less than 3 inches ("7 mm i on the unit be Io%&. R80 -i.3. Additionally, shzathin= panel edres perpend' 1C.
ular to fraining members shall be backed by b
and sheathing shall be co nnecte:l to the blockint \A
fasteners at the edge o
s acin. For Seismic: D esivil Cate
p � It^,
�urie� C, D, and D,, " the width - thickness di-
mension of the diaphragm exceeds 2 -to -1, edge spacing
of fasteners shall be 4 inches (10? mm) on center.
8606.1 Seismic Design Category - Tc�v� nhouses Io -
c cated iii Seismic Desio CL � � � C .hall cc. m lv � ith the
l?
requirements of this section,
rt
R606-11.2.1 Design of elements not part of the lateral
force- resisting system.
8606.11.2.1.1 Loadmbearing frames or columns.
Elements not part of the lateral - force- resisting system
shall be analyzed as to their effect on the response of
the system. Such frames or columns shall be adequate
for vertical load carrying capacity and induced mo-
ment due to the design story drift.
R606.11.2.1.2 Masonry partition walls. Masonry
partition walls, masonry screen walls and other ma-
sonry elements that are not designed to resist vertical
or Lateral loads, other than those induced by their own
v&!eight, shall be isolated from the structure so that ver-
tical and lateral forces are not imparted to these ele-
ments. Isolation joints and connectors between these
elements and the structure shall be designed to ac-
commodate the design story drift.
8606.11.2.1.3 Reinforcement requirements for
masonr elements. Masonry elements listed in Sec-
Lion R606.1 1.2.1.2 shall be reinforced in either the
horizontal or vertical direction as shown in Figure
R606.10(2) and in accordance with the following:
1. Horizontal reinforcement. Horizontal joint re-
inforcement shall consist of at least two longitu-
dinal VV 1.7 xvires spaced not more than 16
inches (406 mm) for walls greater than 41nches
(102 mm j in width and at least one longitudinal
NV1.7 wire spaced not more than 16 inches (406
mm) for %.valls not exceeding 4 inches (10? mm)
in width; or at least one No. 4 bar spaced not
mire than 48 inches (121.19 mm). Where two
lonclitudinal Nvires of joint reinforcement are
used, the space between these wires shall be the
tVidest that the mortar _joint will accommodate.
Horizontal reinforcement Thal( 'be pro
within 16 inche� r406 mm of the top and bot-
tom of these nia•onry elements.
?. 1�zrti�:�1 r�infor«mznt. Vertical reintork:ement
shall CNonsist of at leapt one No. 4 bar not
more than 48 inCheN (1219 mrti). VertiCal r�in-
fo�rcement .hall he located within ] fi inChes
(406 mml of the �ii(� cif ina���nn %tia11s.
r
aw
. i
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s
CENTM
-�
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w ar
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Z �<
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��ali• shall be pro\ided h\ c����� cif the r»�th���i• in Section
R606.1 1.�.1 Floor and roof diaphragm construction. to �
R f�(�.ti. I .1 or S ecti��n R fi(�6.�. 1 .�'. Floor and
roof diaphraonis �h�il be c��n�tru�t��i ni �t�u�-
tural vkuod sheathing panel., attached to %oW framinso in o
R606.8-31 Bonding pattern. Fifth Fvrcent kit the unit• accordance with Table R602..3t 1 ) or to Cold- furmzJ steel = 2
Q
at the inters. shall be la'd in an o \ erlappin__ ma- t1oor framing in accordance u ith Table R505. 1 (2) car to
��nn� bond'
n� pattern. with alternate unit havint",v. a t-ear- gold- formed steel rcwt franiiii; in ae�ordance v► ith Table
in= of not less than 3 inches ("7 mm i on the unit be Io%&. R80 -i.3. Additionally, shzathin= panel edres perpend' 1C.
ular to fraining members shall be backed by b
and sheathing shall be co nnecte:l to the blockint \A
fasteners at the edge o
s acin. For Seismic: D esivil Cate
p � It^,
�urie� C, D, and D,, " the width - thickness di-
mension of the diaphragm exceeds 2 -to -1, edge spacing
of fasteners shall be 4 inches (10? mm) on center.
8606.1 Seismic Design Category - Tc�v� nhouses Io -
c cated iii Seismic Desio CL � � � C .hall cc. m lv � ith the
l?
requirements of this section,
rt
R606-11.2.1 Design of elements not part of the lateral
force- resisting system.
8606.11.2.1.1 Loadmbearing frames or columns.
Elements not part of the lateral - force- resisting system
shall be analyzed as to their effect on the response of
the system. Such frames or columns shall be adequate
for vertical load carrying capacity and induced mo-
ment due to the design story drift.
R606.11.2.1.2 Masonry partition walls. Masonry
partition walls, masonry screen walls and other ma-
sonry elements that are not designed to resist vertical
or Lateral loads, other than those induced by their own
v&!eight, shall be isolated from the structure so that ver-
tical and lateral forces are not imparted to these ele-
ments. Isolation joints and connectors between these
elements and the structure shall be designed to ac-
commodate the design story drift.
8606.11.2.1.3 Reinforcement requirements for
masonr elements. Masonry elements listed in Sec-
Lion R606.1 1.2.1.2 shall be reinforced in either the
horizontal or vertical direction as shown in Figure
R606.10(2) and in accordance with the following:
1. Horizontal reinforcement. Horizontal joint re-
inforcement shall consist of at least two longitu-
dinal VV 1.7 xvires spaced not more than 16
inches (406 mm) for walls greater than 41nches
(102 mm j in width and at least one longitudinal
NV1.7 wire spaced not more than 16 inches (406
mm) for %.valls not exceeding 4 inches (10? mm)
in width; or at least one No. 4 bar spaced not
mire than 48 inches (121.19 mm). Where two
lonclitudinal Nvires of joint reinforcement are
used, the space between these wires shall be the
tVidest that the mortar _joint will accommodate.
Horizontal reinforcement Thal( 'be pro
within 16 inche� r406 mm of the top and bot-
tom of these nia•onry elements.
?. 1�zrti�:�1 r�infor«mznt. Vertical reintork:ement
shall CNonsist of at leapt one No. 4 bar not
more than 48 inCheN (1219 mrti). VertiCal r�in-
fo�rcement .hall he located within ] fi inChes
(406 mml of the �ii(� cif ina���nn %tia11s.
r
WALL COVERING
SECTION R702
INTERIOR COVERING
R7042wo General 1 Interior coverincys or w all finishes shall be in-
stalled ill �iccorci;.lnce with this chapter and Tables R702. l (1),
Table R7042W. l (2), Table R7042- l (3) and Table R702.3-5. Interior'
»>a;o�iury veneer shall comply with the requirements of Section
R703.7.1 for support a[ld Section R703.7 t'()r anchorage., cx-
rept all air space i�s not required Interior finishes and materials
shall conform to the flame spread and smoke reyuire-
1llc'IIIs of Section R315
4
TABLE R702.1(t)
THICKNESS OF PLASTE
THICKNESS OF PLASTER FROM FACE OF LATH, MASONRY, CONCRETE (inches)
FINISHED _
G plaster Portland cement mortar
PLASTER BASE YP P _ ._ _. -
1 • m ell`' ,�, 1111nlIllLlIll`'
[Expanded mint u __.. _ _ __. _ _ _ _ _
'� nllniillutlll interior)
�ll
W ire lath • 5/,, nll h
/�. tninlum (exterior}
17 (interior
1 A, mini 111 i n irll uz t- ---- --
Gypsum
Lltll Tl1tIlimunl -L- - --
Masonry walls` 1111 --
1 maximum
Monolithic concrete walls -` / maximum
. ;.�f maximum �—
�l nt ��,, maximuln� _ _ __ - -- -- - _ - - - -_ - _--- - -- -- - - - - -- _ __ _-
Monolithic concrete � � j _ . _ _ _ _ . _ .
Gypsum veneer v _ .__ _ _. -_ _ _ _. inILIM (interior)
-- - - -- � -- -- � �� ni ;alum itlterior}�
n i
Gypsum sheathing"' mit11n1Lim (exterior)
4
For S L 1 inch =- 2.5.4 mm.
a.
When measured from h <<c 1, plane of e wanded tTletal
lath e of ribs, or self - fun - In `Lv
lath, plaste thic kne» shall he - '1 1 4 InC h min im um.
b.
When measured from Ot Support or backin`c.
NEAT PLASTER
(cubic fleet)
C.
masonry and c t - )n1, rote s urfaces nitaN v arN i n
Because � �
plane. thickness of plaster need not be uniform.
P
d.
W h e n ap over a liq uid bondin agent. finish chat ma` be applied directly to c oncrete
he pp z � , � -
sLirfaL
.
e.
' ' --• �
Approved acou stical pl ���ter n�a� be appl d i rec tly
o concrete or over base cooit p laster.
t � l
be` - ond the maximum plaster thl:kness shoal n-
f.
Attachment shall be in - k.—Cordance �� ith Table R7o2_3.5.
- !,, - resi�t�int sheathit���
Where surn board 11 Ll%% d �i b for po rtland Cement plaster, �ti eather
.
pap ��e )111 IN im `x lth Se`tion R '70 -2 Tail he pro\ 1 ded.
` p P p .
� .
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TABLE R702.1(2)
GYPSUM PLASTER P ROPORTIONS'
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MAXIMUM! VOLUME AGGREGATE PER 100 POUNDS
a
NEAT PLASTER
(cubic fleet)
NUMBER
COAT
E OR LATH
� PLASTER BAS -
Dam loose sands
- -- -- -- - --. -- p - -- - --- -- - - _--
Perlite or vermiculite`
- -- -
B ase t;'c��it
Gvp suni lath
2._
J
Two -coat %A k - ) rk
BL&*se coat
hlasonr� ___ - --
- _ - - -- -- - - - -�� - -- -- __ __ - - -- - -
-- - — - -- -� - -- - - -____
�
..
� �lI "�
Thr ee - c oa t
.� C oat
Lath _ - - - - -- - -
____ -- -- --- - _- -
- - -- - - - - -- - - -- -- - _ - - -
dl
- - - - -- - -- __ __ -
VirNt a tad % ,- ()nLi Ck )4 • XIasonr%
1~��r Sl' l
1
t�� �t� = ��.i�_� � i�� I
1
;.,�ui�t.1 -- _�.
- 1 . 4 ` K
' ;' i ,., ��•
�� •' •, � • I", �t_ r�r�1 ,�
�j 7;��t�� (lt j�l1 t LlfZl�� tai `'�r���li1i i;� �:���
tog % �.1�ilt t�f Lt�f���C'�`.
b.
..: .. .:_ ��'
��hen ,.yet,
�',t' G�` ..•.•t �,• .• ,._ z� ..� ��-
�
•I. a (�lt.' r . in� c' >t
t
. :..{
- ,. . •
conlbil :I1
.. .., ... • .. t , . , ! ,, ,
� �� ' �� �, . l.i: �� ►�1��;.�� > >> ? �� i a` - .t:� i�
�., } . lu _
t . g the _
�r .1ii�e .
. ��.;I: t��a i . : ►i.i:11:
C.
�.i!. %] .
_
d.
.;. - , a ,
If used fo bo��.; ::r
j •
- -, ►•= l -���•-�. t �. � �.� , •��� ��'
. �. � .., ..: �.1 ►. �
�1
����r '�jat�' iY�.t� �: _ � : t�'h� t:t*'t.
. s_ ` : _ _
e.
• • <<�
tit here plaster i N l
rj•�j�` {: .i.il l. t •�L ' 1rl���rfi���� �r \�i� ���li *.t It..��
�i
I t
.
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SECTION R703
EXTERIOR COVERING
8703.1 ( Extei %k tills 4shill l pl the building w 1111
a weather- resistant exterior wall e nve lope. "The. e ate rik)r \V� 111
envelo P e shall 'Include tl,ashino as described ill Section R703-8- .
The exterior wall envelop shall be desitilied and constructed ill
such a I1lanner as to P revent the ACCLIMulatio n of Neater within
the %'all assenibl y bN" P rovidino a water-resistive barrier behind
1W
the exterior ve a.s requi by Sec tion R703.20
R703.2 Weather- resistant shrwhing paper. Asphalt-
saturated felt fret f roni hole and breaks. «�c:i��t1i�1�.►_ llut less thail
14 pounce per 100 syuare feet (0.683 ko /ni) un�i rc�i»pl} i n %.%
W ith ASPA D ??6 or other approved \veather- resistant »> ale-
rial shall be applied over studs or sheathing of all exterior �vuUs
as required by Table R703.4. Such felt or material shall be up-
plied horizontally, with the upper layel lapped over the lower
layer not less than ?inches (51 nim). Where joints occur, felt
shall be lapped not less than 6 inches (1 5.2. mi11).
Exception: Such felt or material is permitted to be omitted
in the follow , in�� situations:
1. In detached accessory buildinos.
2. Under panel siding With shiplap joints or battens.
3. Under exterior wall finish cnaterials as permitted in
Table R703-4.
4. under paperbacked stucco lath.
a
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SECTION R703
EXTERIOR COVERING
8703.1 ( Extei %k tills 4shill l pl the building w 1111
a weather- resistant exterior wall e nve lope. "The. e ate rik)r \V� 111
envelo P e shall 'Include tl,ashino as described ill Section R703-8- .
The exterior wall envelop shall be desitilied and constructed ill
such a I1lanner as to P revent the ACCLIMulatio n of Neater within
the %'all assenibl y bN" P rovidino a water-resistive barrier behind
1W
the exterior ve a.s requi by Sec tion R703.20
R703.2 Weather- resistant shrwhing paper. Asphalt-
saturated felt fret f roni hole and breaks. «�c:i��t1i�1�.►_ llut less thail
14 pounce per 100 syuare feet (0.683 ko /ni) un�i rc�i»pl} i n %.%
W ith ASPA D ??6 or other approved \veather- resistant »> ale-
rial shall be applied over studs or sheathing of all exterior �vuUs
as required by Table R703.4. Such felt or material shall be up-
plied horizontally, with the upper layel lapped over the lower
layer not less than ?inches (51 nim). Where joints occur, felt
shall be lapped not less than 6 inches (1 5.2. mi11).
Exception: Such felt or material is permitted to be omitted
in the follow , in�� situations:
1. In detached accessory buildinos.
2. Under panel siding With shiplap joints or battens.
3. Under exterior wall finish cnaterials as permitted in
Table R703-4.
4. under paperbacked stucco lath.
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SIDING MATERIAL
Horizontal
aluminum`
Witho
insulation
With
insulation
Brick 1*1eneer
Concrete masonry
veneer
Hardboard
Panel Siding - verti
TABLE R7014
WEATHER— RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
TYPE OF SUPPORTS FOR THE SIDING MATERIAL AN FAT
' O E AL D S ENERS b.c,d
3
Foam '
NOMINAL SHEATHING ! Wood or wood i i
� � � F berboard r Gypsum plastic t ,
THICKNESS 8 JOINT PAPER , structural panel ! sheathing into sheathing into ' sheathing Direct to Number or spacin
(inches) TREATMENT REQUIRED ± h athin ' `
s e g stud stud into stud studs of fast
O.12(l nai l - 1
(} 0191 , , i 0 1 _U nail (j.1..0 nail 0.1.,(} Not
I .�tl :�1 c� �
i 1'/, lcin a 2" Icing, nail' al lowed
" 1 c� n � #
}, 4 La f O.1 20 nail 0. l 2U nail # 0.1 ' nai x).120 1
0. '���t
(_ „
+' '�'�� Same as stud
1 /` long ; ? long � ? long � nail alit��4eel s acino �
0.019 � 0. 120 rail ' (x.12 nail 0.120 nail ) > > U. 1 na
Lap o 1 � ;
1 1, loo 1' /,,, lon ► 6- /," lane nail" 1 ' /, "' lonv,
Section 87103 Yes ( Note m) See Section R703 and Figure R70 3'. 7 1
1
Hardboard'
Lap-siding-horizon
Steel' I ?9 ga.
(Stone veneer
Particleboard panels
Vote ;� i
See R703.2
Nate o i
'
Note o i
Nate o
dote o
Vote o
panel edges
' - �
Yes
'
t I
-
6d corrosion
!
� corrosion
f� oc can edges, I
� a
sidin S
g
tit C' t
Note `
1 inter. su ps'
resistant nail"
u '
� resistant n ail
!
resistant
1 2 oc.� o n �
�
t
internied. studs
j
,
Same as stud
nai 1
Note r �
Yes
N
! q
Note '
y
Nate y
�lcite q
Note 9
spacing
�
}
��
nail
j
resistant nail � �
resr�tant
;
r
2 p bea
nai t'`
„
0.1 13 nail 1'/
0.1 13 nail 2 /, ,
0.113 nail
0.1 13
!
�; ��t
Same as stud
,
Lap
T
No
z •• ;
Staple --1 /� 1
,
Staple-2-," /I
? /, !
- ,
nailz
a flowed
s acinu
p
'
Sta Ie -2 l
P .�
Sta le 7
P
Section R703
Yes ( Note m)
See Section R 703 and
Figure R703.7"
s
i
`6d box nail,'
Note g
Note g
6d box nail
6d box nail
6d box nai
box nails
, '/ . not
-�
6 panel edge
4
a
t
allowed
I a r1 f o r a s a►ti
Plywood panel"
(exterior grade)
Vinyl siding"
Wood` Rustic, drop
Shiplap
Bevel
Butt tip
a .. aaa•�„a. '%.s l y -
! '
Nate L ► Note Q 6d box nail 1 • , . '
/ , � a 8d box nail a 8d box nail ,box nail , 6d box nail
I -
0. 1 13 (0.099
Nate Note + 0.099 nail— i 0.1 13 nai l -2 /," ().099 nai l—
_ 2 Z - 6 can edges
nail nail
+ter - -- 1 - _ . rrr. �. .♦ rr.- r....rr.r .f rr^ r...-- 7
- - -` a •, 0.120
0.120 nai 1 1 /, 0.120 nail 2 , 0.120 nail 1 2
Not Same a5 stud
0.035 - _ 2 ud
Lap N o �, , „ ., nail .
Staple -1 /
Staple—"'/', Sta le /, al lowed s ac in a
t - w Staple' '
t
/� �1 i n . .
Lap No s
} Face nailing up to
1' ;
era ,. 0.113 b widths, 1 nail
La No Fastener penetration into stud—l" ! nai 1 -2 ` /," per bean na • "
� P t
c P - P �• 8
Staple --:. c widths and over,
' 2 nails r bearing
� Pe g
ti li La No I i
P r
For SI: 1 inch = 25 mm.
a. Based on stud spacing of 1 6 i nche - s can center. Where studs are spaced 24 inches. siding shall be applied to sheathing ap for that � acing.
PP P
b. Nail i!� a general description and shall be T herd modified round head, or round head ith smooth car deformed shanks -
c Staple shall hd%e a minimuni crop%% n w idth ��f /f6 - inch outside di a meter and he manufa`tured cif minimun- No. 16 QaRe Nx - ire.
d. i)r staples -shall be alum aIvanized. or rust -pre% entit ` coated and shall be dri% en int the studs for fiberboard or y p• hsckir,,.
e. Alun :i naik shall be used to attach aluniinuin •idin�-
f_ Alurmmnum (0.019 inch ► �.hsll tom' unbacked oni «hen the illaxiniurn pariel \% idth Ps 10 lnche� and the ni;rximuin tlat area is \8 inches. Thy' to fk .ituminum
siding, shall be +0.002 inch of the nominal dimension.
g if board� or panels wee applied o%er sheathins; or a vkeather -- resistant menibrane. w ints need not Ine treateJ. Other ire, %erti,::il :oint% sh:sll (vccrr at sty :ds and he
co% eyed with battens o be lapped.
h. All attachments shall be coated w ith a Corrosion- resisti%e coating.
i. ,Shall be of approved type.
j. 'I hree- clohihs -inch pl` v%cx%J •hall nt )t lNe applied directk it) st u ds space %'re th. - in 1h inches on cemer w hen lo ne. ditllc'nsit) -• -
n i par to. studs_ ( )nc h - tlt -ino'h
pi\ v t :hall n4)t ilia♦ he applled djres, t % to studs spaced or iter th. -in 24 ' icheN on center. The studs :tc iiiz •hall ri��t ��tcec�c� the � :� '1 s >
` P _ l nc pan ca nai t ro % h% the
manufacturer unle* %% the pant is are irista :llcd %k ith the i.� grain Fvrp�'ndit ular t�> suds ��r ���c'r sh��athine a r����•d i��r that st
s << % pp ud prc i n
k_ 'V�'uodt��atd �idin�.�s applied vertically shall hc� na iled t�� h +�rizonu ria iliri_ •trips ��r hl��:�rii� ��t ?-� inches can cc�nter.:`dil. - •� ,
. � .halt penetrate 1 _ ins he � into stt�d•
tituds and %t sh<bathin ;L ctm1 birwd. or t71�� A %%eit tier - resist,lt!t lneil )hrane -,hall hk• in•t: lle,l %%eather - turd f.ish ui
der ttk e rtrcal sidin unle %,.. the •id -
ing txmrds are lJpFvd 4)r ba tten% are u% d-
_
1. Hard1mard %iding -shall compl% %% ith A H A A 13 .h
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Fiber cement panel
P
' - �
Yes
'
-
6d corrosion
-
6d corrosion
� _ -
E 6d corr��si��n
� corrosion
f� oc can edges, I
� a
sidin S
g
tit C' t
Note `
resistant nai l"
resistant nail"
u '
� resistant n ail
!
resistant
1 2 oc.� o n �
�
internied. studs
j
nai 1
Fiber cement la sidin�T`
p
. Yes
�� o. Note «
6 d
6d corrosion
_
6d c��rr�sic�n
� fid corrosion
t
6d
'
'
�
r
lti��te
�
� _
Note ; resistant
��
nail
resistant nail -
resistant nail � �
resr�tant
;
r
'
nai t'`
For SI: 1 inch = 25 mm.
a. Based on stud spacing of 1 6 i nche - s can center. Where studs are spaced 24 inches. siding shall be applied to sheathing ap for that � acing.
PP P
b. Nail i!� a general description and shall be T herd modified round head, or round head ith smooth car deformed shanks -
c Staple shall hd%e a minimuni crop%% n w idth ��f /f6 - inch outside di a meter and he manufa`tured cif minimun- No. 16 QaRe Nx - ire.
d. i)r staples -shall be alum aIvanized. or rust -pre% entit ` coated and shall be dri% en int the studs for fiberboard or y p• hsckir,,.
e. Alun :i naik shall be used to attach aluniinuin •idin�-
f_ Alurmmnum (0.019 inch ► �.hsll tom' unbacked oni «hen the illaxiniurn pariel \% idth Ps 10 lnche� and the ni;rximuin tlat area is \8 inches. Thy' to fk .ituminum
siding, shall be +0.002 inch of the nominal dimension.
g if board� or panels wee applied o%er sheathins; or a vkeather -- resistant menibrane. w ints need not Ine treateJ. Other ire, %erti,::il :oint% sh:sll (vccrr at sty :ds and he
co% eyed with battens o be lapped.
h. All attachments shall be coated w ith a Corrosion- resisti%e coating.
i. ,Shall be of approved type.
j. 'I hree- clohihs -inch pl` v%cx%J •hall nt )t lNe applied directk it) st u ds space %'re th. - in 1h inches on cemer w hen lo ne. ditllc'nsit) -• -
n i par to. studs_ ( )nc h - tlt -ino'h
pi\ v t :hall n4)t ilia♦ he applled djres, t % to studs spaced or iter th. -in 24 ' icheN on center. The studs :tc iiiz •hall ri��t ��tcec�c� the � :� '1 s >
` P _ l nc pan ca nai t ro % h% the
manufacturer unle* %% the pant is are irista :llcd %k ith the i.� grain Fvrp�'ndit ular t�> suds ��r ���c'r sh��athine a r����•d i��r that st
s << % pp ud prc i n
k_ 'V�'uodt��atd �idin�.�s applied vertically shall hc� na iled t�� h +�rizonu ria iliri_ •trips ��r hl��:�rii� ��t ?-� inches can cc�nter.:`dil. - •� ,
. � .halt penetrate 1 _ ins he � into stt�d•
tituds and %t sh<bathin ;L ctm1 birwd. or t71�� A %%eit tier - resist,lt!t lneil )hrane -,hall hk• in•t: lle,l %%eather - turd f.ish ui
der ttk e rtrcal sidin unle %,.. the •id -
ing txmrds are lJpFvd 4)r ba tten% are u% d-
_
1. Hard1mard %iding -shall compl% %% ith A H A A 13 .h
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Footnotes to Table R703.4 -- continued
M.Fc)r inasc)tlry veneer. a ��cather- membrane o ht l ildint, paper i s not required (wer \eater- repellent sheathing materials when a 1-Inch stir space is
txtviceen the ��c'� eer mid tile' 001c i tllitlr . V1,-'hen the I -ir�� I� � e i� filled with mo rta a uc'�t her - resistant �1�embrane k)r building p(tper is rt 'cltlirc'cf �)vc'r `tcici` ()r •1�(b;�t1�-
tng.
n- Vinyl siding shall co nyl` with ASPM t) 079.
o. Minitllutl shank dianletc.'r ( 0.09. Bich. 111ininium Elead diameter ()f ().2?5 Inch, and chill Icngth Must accommodate sheathing and penetrate framing 1 .5 inches.
p. When used to res ist shear t the S pacing M ust he 4 inches at panel e dge ~ and K inches ()n interi supports.
� .
Minimunishank diameter ()t (). ()99 Inch. ininiinum hei dianie ().24() Inch, and ha length must acc.'()ilitllt)date sheathing, and pene franling 1 .5 Inches.
r. Vertical end Pints shall ()c cur at studs and Tall he ct)vered \V1111 �1 joint ctwer ()r all he caulked.
:�. Fiber cement sidinLi sht -ill comply with the requilVillelits ()I* ASTM C' 1186.
t. See Section R703. M.
U. Minimum 0A 042 inch sn1o)()th shank, 0.2-55 in rou head.
v. Minlilluill 0.099 inch snip mh shank. 0.2'5() Inch rc)ul1d he td.
w Seca Section RI)3. I 0_2 ..
X. Face nail ing;: 2 Mil pit e I C l1 `ILILI. C'c)cicea naili One l I `,!arc' 1 1 /, oa l v. 1 , 001 i n g nail (0.371 i nch head diameter, 0.1 2() inch shank) ()r 6d t2aly. h() na pit e
stud.
y. See Section R703-2, Exc,,.01 )r11�.
z. Minimum nail length illust a���•o)nimo)date she athing and p� 'onetrate framing 1.5 inches.
ROOF - CEILING CONSTRUCTION
SECTION R802
WOOD ROOF FRAMING
R802.1 Identification. Load - bearing dimension lumber for
rafters, trusses and ceiling joists shall be identified by a grade
mark of a lumber grading or inspection agency that has been
approved by an accreditation body that complies with DOC PS
20. In lieu of a grade mark, a certificate of inspection issued by
a lumber grading or inspection agen meeting the require-
ments of this section shall be accepted.
R802.1.2 Endwjointed lumber. Approved end- jointed lum-
ber identified by a grade mark conforming to Section
R802.1 may be used interchangeably with solid -sawn mem-
bers of the same species and grade.
R802.1.1 Blocking. Blocking shall be a minimum of utility
grade lumber.
R802.1.3 Fire - retardant treated .wood. Fire retardant-
treated wood is any wood product which, when impregnated
with chemicals by a pressure process or other means during
manufacture, shall have, when tested in accordance with
ASTM E84, a listed flame spread index of 25 or less and
show no evidence of significant progressive combustion
when the test is continued for an additional 20- minute pe-
riod. In addition, the flame front shall not progress more
than 10.5 feet (3,200 mm) be vond the center line of the burn-
ers at any time during the test.
R802.1.3.1 Labeling. Fire - retardant - treated lumber and
wood structural panels shall be labeled. The label shall
contain:
marl; or an The i den tification ap auencv in
accordance with Section 170 of the Interna-
'tiontil
_. Id entification or the treatin�� manufacturer.
�. The name of the fire -ret r ant treatment.
4. The s pe cies cies of �xood treated.
. Flame read and 1moke developed rati n ��.
p
.
\, drvinoft. at ter treatment.
fo ante with a p p rop riate standards in aecor- 7 C on
`e with Sections R802.1.1.
- through
dan ,.
8802- 1.3.5.
8. For FK1W exposed to weather, damp or wet loca-
tion, the words ` :'�o increa.� in the listed classifi-
cation when subjected to the Standard Rain Test`
i s c'r'M D2898). -
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R802.1.3.2 Strength adjustments. Design values for
untreated lumber and wood structural panels as specified
in Section R802.1, shall be adjusted for fire retardant-
treated wood. Adjustments to design values shall be
based upon an approved method of investigation which
takes into consideration the effects of the anticipated
temperature and humidity to which the fire- retar-
dant- treated wood will be subjected, the type of treat-
ment and redrying procedures.
8802.1.3.2.1 Wood structural panels. The effect of
treatment and the method of redrying after treatment,
and exposure to high temperatures and high
humidities on the flexure properties of fire- retar-
dant- treated softwood plywood shall be determined
in accordance with ASTM D 5516. The test data de-
veloped by ASTM D 5516 shall be used to develop
adjustment factors, maximum loads and spans, or
both for untreated plywood design values in accor-
dance with ASTM D 6305. Each manufacturer shall
publish the allowable maximum loads and spans for
service as floor and roof sheathing for their treatment.
8802.1.3.2.2 Lumber. For each species of wood
treated the effect of the treatment and the method
ofredrying after treatment and exposure to high tem-
peratures and high humidities on the allowable design
properties of fire- retardant- treated lumber shall be
determined in accordance with ASTM D 566 The
test data developed bxv ASTM D 566- shall be used to
develop modification factors for use at or near room
temperature and at elevated temperatures and humid-
it�� in accordance «•ith an approved method of im
�ation. Each manufacturer shall publish the
modification factors for service at temperatures of not
less than 80VF (26.7'% C) and for roof framing. �'he roof
framina modification factors shall take into consider-
ation the climatological location.
*a*-
8802.1.3.3 Exposure to weather. Where fire -retar-
dant- treated wood is exposed to v►•eather, or damp or wet
locations, it shall be identified as "Exterior ' to indicate
there is no increase in the listed flamespread index as de-
tined in Section. R80.... I hen subjected to SITMD
?898.
R802.13.4 Interio�r applications. Inte fire
retardant- treated wood shall have a moisture content of'
not over 28 percent when tested in accordance with
ASTM D 3A20 I procedures at 92 percent relatk hLIMId-
ity. Interior tire - retardant - treated wood shall be tested in
accordance with Section 8802.1.3.2.1 or R802... 1.;3.?.?.
Interior fire-retard if ted w ood designated as TYpe
A shall be tested in accordance with the provisions of this
section.
a
8802.1.3.5 Moisture content. Fire-retardant-treated
wood shall be dried to a moisture content of 19 percent or
less for lumber and 15 percent or less for wood structural
panels before use. For wood kiln dried after treatment
(KDAT) the kiln temperatures shall not exceed those
used in kiln drying the lumber and plywood submitted
for the tests described in Section 8802.1.3.2.1 for ply-
wood and 8802.1.3.2.2 for lumber.
8802.1.4 Structural glued laminated timbers. Glued
laminated timbers shall be manufactured and identified as
required in AITC A 190.1 and ASTM D3737.
8802.2 Design and construction. Roof - ceilings shall be de-
signed and constructed in accordance with the provisions of
this chapter and Figures 8606.10(1), R606.10(2) and
8606.10(3) or in accordance with AFPA/NDS. Components of
roof - ceilings shall be fastened in accordance with Table
8602.3(1).
8802.3 Framing details. Rafters shall be framed to ridge
board or to each other with a gusset plate as a tie. Ride board
shall be at least 1 -inch (25.4 mm) nominal thickness and not
less tn depth than the cut end of the rafter. At all valleys and hips
there shall be a valley or hip rafter not less than 2 -inch (51 mm)
nominal thickness and not less in depth than the cut end of the
rafter. Hip and valley rafters shall be supported at the ridge b }! a
brace to a bearing partition or be designed to carry and distrib-
ute the specific load at that point. Where the roof pitch is less
than three units vertical in 12 units horizontal (.25-percent
slope j, structural members that support rafters
joists, such as ridge beams, hips and valle shall
as beams.
8802.3.1 Ceiling joist and rafter connecti4
ic icts anr raftPrc chill kA 01o,�
and ceiling
be desiancd
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ins. Ceiling
LU C;a%_ u «►c, iii accordance
W ith Tables 8602.3(1) and 8802.5.1(9 >, and the assembly
shall be nailed to the top wall plate in accordance with Table
8602.3(1). Ceiling joists shall be continuous or securelN f
r
joined where the } meet over interior partitions and nailed to
adjacent rafters to provide a continuous tie across the build-
in� when such joists are parallel to the rafters.
Where ceiling joists are not parallel to rafter,.
subflooring or metal straps attached to the ends of the ralter.s
shall be installed in a manner to provide a continuous tie
a�ro» the building, or rafters shall be tied to .l -inch bN
4-inch mm by 102 min) (nominal) minimum -pile
crux sties. The connections shall be in accordance with Table
R60.2-30) or connections of equivalent capacities shall be
provided. Where ceiling joists or rafter ti�� ;�r� not pru� ivied
at the top plate, the ridge formed b% these aft shall also
be supported by a 6rder designed in accordance with ac-
cepted engineering practice.
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Rafter tits sh�ll l be sp;lced not more than 4 feet (E) 19 mm)
on center.
R802.3.2 Ceiling joists lapped. Ends of ceiling joists shall
be lapped a minimum of 3 inches (76 mm) or butted over
bearing partitions or beams and toenailed to the bearing
member. When ceiling joists are used to prosv resistance
to rafter thrust,, lapped joists shall be nailed together in ac-
cordance with Table R 1 ) and buttedj'o*ists shall be tied
together in amanner to resist such thrust.
f,
R802.4 Allowable ceiling joist sans. Spans for ceiling joists
shall be in accordance with Tables Its 02.4(1) and R802.4(2).
For other grades and species and for other loading conditions,
refer to the AF &PA Span Tables for Joists and Rafters.
R802.5 Allowable rafter spans. Spans for rafters shall be in
accordance with Tables R8012.. .5. 1 ( l,) through R802.5.1(8). For
other grades and species and for other loading conditions, refer
to the AF &PA Span Tables for Joists and Rafters. The span of
each rafter shall be measured along the horizontal projection of
the rafter.
R802.5.1 Purlins. Purlins are permitted to be installed to re-
duce the span of rafters as shown in Figure R802.5.1. Purlins
shall be sized no less than the required size of the rafters that
they support. Purlins shall be continuous and shall be sup-
ported bv 2.-inch by 4 -inch (51 mm by 102 mm) braces in-
stalled to bearing walls at a slope not less than 45 degrees
from the horizontal. The braces shall be spaced not more
than 4 feet (1219 mm) on center and the unbraced length of
braces shall not exceed 8 feet (2438 mm).
R802.6 Bearing. The ends of each ratter or ceiling joist shall
have not less than 1 inches (38 mm) of bearing on wood or
metal and not less than 3 inches (76 mm) on masonry or con-
crete.
R802.6.1 Finished ceiling material. If the finished ceiling
material is installed on the ceiling prior to the attachment of
the ceiling to the walls, such as in construction at a f a
compression strip of the same thickness as the finish ceiling
material shall be installed di'rectINr above the top plate of
bearing walls if the compressive strength of the finish ceil-
iner material is less than the loads it «ill be required to wit -
stand. The compression strip ;hall �over the entire length of
such top plate and shall be at least one -halt the width of the
top plate. It shall he of mat: rial capable of transmitting the
loads transferred through it.
R802.7 Cutting and notching Structural rovf members shall
not be cut, bored or notched in excess of the limitations speci-
fied in this section.
R802.7.1 Sawn lumber. NottChes in solid lumberJoists. raf-
ters and beam: shall not exceed one-ritith of the depth of the
member. shall not be Ions-'ter than one- third of the depth of
the member and :hall not be h)cated in the riiiddle cane- third
o# the span. Notches at the end� of the member :hall not ex-
ceed one- fourth the depth of the member. The tension side of
member, 4 inche• { 1 t)� rlirT��i or �_reat��r in nominal thicl:n��,:
Shall not be not�.neJ except at the ends cif the members. The
diameter of the holes tx)red or cut into member: shall not ex-
ceed one - third the depth of the member. Holes shall not be
closer than �' inC%hes (.51 n1m) to the top or bottom of the
member, or to any ether hole located in the member. Where
the member is also notched, the hole shall not be closer than
2 inches (51 niiii} to the notch,
Exception: Hutches on cantilevered portions of ratters
are permitted provided the dimension of the remaining
portion of the rafter is not less than 4 -inch nominal (102
mm) and the length of the cantilever does not exceed 24
inches (6 10 mm).
R802.7.2 Engineered wood products. Cuts, notches and
holes bored in laminated veneer lumber, glue - laminated
merribers or I- joists are not permitted unless the effect of
such penetrations are specifically considered in the design
of the member.
11802.8 Lateral support. Rafters and ceiling joists having a
depth -to- thickness ratio exceeding 5 to 1 based on nominal di-
mensions shall be pro%-Pided with lateral support at poirils of
bearing to prevent rotation.
R802.8.1 Bridging. Rafters and ceiling joists 'havin o a
depth -to- thickness ratio exceeding 6 to l based on nominal
dimensions shall be supported laterally by solid blocking,
diagonal bridging (wood or metal) or a continuous 1 -inch by
3 -inch (25.4 mm by 76 mm) wood strip nailed across the raf-
ters or ceiling joists at intervals not exceeding 8 feet (2438
mm).
R802.9 Framing of openings. Openings in roof and ceiling
framing shall be framed with header and trimmer joists. When
the header joist span does not exceed 4 feet (1219 mm), the
headerjoist may be a single member the same size as the ceiling
joist or rafter. Single trimmer joists may be used to carry a sin-
gle header joist that is located within 3 feet (914 mm) of the
trimmer joist bearing. When the header joist span exceeds 4
feet (1219 mm), the trimmerjoists and the headerjoist shall be
doubled and of sufficient cross section to support the ceiling
joists or rafter framing into the header. Approved hangers shall
be used for the header joist to trimmer joist connections when
the header joist span exceeds 6 feet (1 829 mm). Tail joists over
12 feet (3658 mm) long shall be supported at the header by
framing anchors or on I edger strips not Less than 2 inches by 2
inches (51 mm bv 51 mm).
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R802.10 VVood trusses.
R802.10.1 Truss design drawings. Truss design drawincys,
prepared in conformance with Section R802 10. 1. shall be
provided to the building official and approved prior to instal-
ladon. Truss design drav��in�s shall include, at a minimum.
the information speciiizd below. Truss design draxval.. in shall
be provided a ith the shipment of trusses delivered to the
jobsite.
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Slope or depth. span and `paclll
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Location of all wintN.
JIN Req uired bearillk \ %i dth
4. De%tlon loadN 1:i%� �I p lh.ahle.
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4. 1 .Top chord fiveload (including snow loads).
4.2. Top chord dead load.
X1.3. Bottum chord live load.
404441 B m chord dead load.
4.5. Concentrated loads �cnd their points of appli-
40
cation.
4.6. Controlling wind and earthquake loads.
5. Adjustments to lumber and joint connector desion
values for conditions of use.
6. Each reaction force and direction.
7. Joint connector type and description (e.g., size,
thickness or gauge) and the dimensioned location of
each joint connector except where symmetrically lo-
cated relative to the joint interface.
8. Lumber size, species and grade for each member.
9. Connection requirements for:
9.1. Truss to truss girder.
9.2. Truss ply to ply.
9.3. Field splices.
10. Calculated deflection ratio and/or maximum de-
scription for live and total load,.
11. Maximum axial compression forces in the truss
members to enable the building desianer to design
the size, connections and anchorage of the pel
ID
nent continuous lateral bracing. Forces shall be
shown on the truss desion drawing or on supplemen-
tal documents.
12. Required erman p ent truss member bracincylocation.
R802.10.2 Design. Wood trusses shall be desiornedin accor-
dance with accepted engineering practice. The design and
manufacture of metal plate connected wood trusses shall
comply with ANSUTPI 1. The truss design drawings shall
be prepared by a registered professional where required by
the statutes of the jurisdiction in which the project i5 to be
constructed in accordance with Section R 106.1.
R802.10.3 Bracing. Trusses shall be braced to p ta-
tiun and provide lateral stability in accordance �� ith the re-
quirements specified in the construction documents for the
building and on the individual truss desi;�n drawinas. In the
absence of specific bracint', rzquirements, trusses shall be
braced in accordance with TPI/HIB.
R802.10.4 Alterations to t Truss members shall not
be cut, notched, drilled, spliced or othzr ire ultzz in any
uav without the appru�al of a rc: �istered desh ."11 prol . essional.
IMP
Alterations resultint.2, ill the addition of load HVAC
eyuipmznt, \vater heater) that exceeds the desit-in lead for the
true :hull not boe pc�nniued , %v ithoui \eriticatioil that the truss
i• C:l - )able of .suppo�rtint-T .ugh additional loadffl._.
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R802.10.5 Truss to wall connection. Trusses shall be con-
nected to wall plates by the use of approved connectors hav-
ing aresistance to uplift of not less than 175 pounds (79.
kg.) and shall be installed in accordance with the manufac-
turer's specifications. For roof assemblies subject to wind
uplift pressures of 20 pounds per square foot( 0.958 kN /m =)
or greater, as established in Table R301.2(2), adjusted for
height and exposure per Table R301.2(3), see section
R802.11.
R802.11 Roof tie -down.
i
8802.11.1 Uplift resistance. Roof assemblies which are
subject to wind uplift pressures of 20 pounds per square foot
(0.958 kN/M2 ) or greater shall have roof rafters or trusses at-
tached to their supporting wall assemblies by connections
capable of providing the resistance required in Table
R802.1 1. Wind uplift pressures shall be determined using an
effective wind area of 100 square feet (9.3 m and Zone 1 in
Table R301.2(2), as adjusted for height and exposure per Ta-
ble 8301.2(3).
A continuous load path shall be provided to transmit the
uplift forces from the rafter or truss ties to the foundation.
SECTION 8803
ROOF SHEATHING
R803.1 Lumber sheathing. Allowable spans for lumber used
as roof sheathing shall conform to Table R803.1. Spaced lum-
ber sheathing for wood shingle and shake roofing shall con-
form to the requirements of Sections R905.7 and R905.8.
Spaced lumber sheathing is not allowed in Seismic Design Cat-
egory D
TABLE R803.1
MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
RAFTER OR BEAM SPACING
(inchaEs)
MINIMUM NET THICKNESS
(inches)
24
S/
48'
11 /2T&G
60b
72C
For SL 1 inch =25.4 mm.
a. Minimum 270 F E.
b. Minimum 420 F 660,000 E.
C. Minimum 60p F 1,150,000 E.
R803.2 Wood structural panel sheathing.
R803.2.1 Iden tion and grade. Wood structural pan-
els shall conform to DOC PS I, DOC PS 2 or, when manu-
factured in Canada, CSA 0437, and shall be identified by
grade mark or certificate of inspection issued by an ap-
proved agency. Wood structural panels shall comply with
the grades specified in Table R503.2.1.1(1).
8803.2.1.1 Exposure durability. All wood structural
panels, when designed to be permanently exposed in out-
door applications, shall be of an exterior exposure dura-
bility. Wood structural panel roof sheathing exposed to
the underside may be of interior type bonded with exte-
riorglue, id entifi as Exposure 1.
SECTION 8805
CEILING FINISHES
R805 .1 C eiling installation. Ceilings shall be installed in ac-
cordance with the requirements for interior wall finishes as pro-
vided in Section 8702.
SECTION 8806
ROOF VENTILATION
8806.1 Ventilation required. Enclosed attics and enclosed
rafter spaces formed where ceilings are applied directly to the
underside of roof rafters shall have cross ventilation for each
separate space by ventilating openings protected against the en-
trance of rain or snow. openings shall be provided
with corrosion- resistant wire mesh, with I/ inch (3.2 mm) min-
imum to '/ inch (6.4 mm) maximums openings.
8806.2 Minimum area. The total net free ventilating area
shall not be less than 1 to 150 of the area of the space ventilated
except that the total area is permitted to be reduced to 1 to 300,
provided at least 50 percent and not more than 80 percent of the
required ventilating area is provided by ventilators located in
the upper portion of the space to be ventilated at least 3 feet
(914 mm) above eave or cornice vents with the balance of the
required ventilation provided by eave or cornice vents. As an
alternative, the net free cross - ventilation area may be reduced
1101 to 300 when a vapor barrier having a transmission rate not
exceeding 1 perm (57.4 mg/s • m • Pa) is installed on the warm
side of the ceiling.
8806.3 Vent clearance. Where eave or cornice vents are in-
stalled, insulation shall not block the free flow of air. A mini-
mum of a 1 -inch (25.4 mm) space shall be provided between
the insulation and the roof sheathing at the location of the vent.
SECTION 8807
ATTIC ACCESS
8807.1 Attic access. In buildings with combustible ceiling or
roof construction, an attic access opening shall be provided to
attic areas that exceed 30 square feet (2.8M and have a verti-
cal height of 30 inches (762 mm) or greater.
The rough - framed opening shall not be less than 22 inches
by 30 inches (559 mm by 762 mm) and shall be located in a
hallway or other readily accessible location. A 30 -inch (762
mm) minimum unobstructed headroom in the attic space shall
be provided at some point above the access opening. See Sec-
tion M1305-1.3 for access requirements where mechanical
equipm is located in attics.
SECTION 8808
INSULATION CLEARANCE
8808.1 Combustible insulation. Combustible insulation shall
be separated a minimum of 31nches (76 mm) from recessed
lighting fixtures, fan motors and other heat - producing devices.
Exception: heat - producing When devices are listed for
lesser clearances, combustible insulation complying with
the listing requirements shall be separated in accordance
with the conditions stipulated in the listing..
ROOF ASSEMBLIES
SECTION 8902
ROOF CLASSIFICATION
8902.1 Roofing covering materials. Roofs shall be covered
with materials as set forth in Sections 8904 and 8905. Class A.
B or C roofing shall be installed in areas designated by law as
requiring their use or when the edge of the roof is less than 3
feet (914 mm) from a property line. Classes A, B and C roofing
required to be listed by this section shall be tested in accordance
with UL 790 or ASTM E 108. Roof assemblies with coverings
of brick, masonry, slate, clay or concrete roof tile, exposed con-
crete roof deck, ferrous or copper shingles or sheets, and metal
sheets and shingles, shall be considered Class A roof coverings.
8902.2 Fi rem retardantmtreated shingles and shakes. Fire-re-
rd wood shakes and shingles shall be treated by
it with chemicals by the full -cell vacuum - pressure
process, in accordance with AWPA C I. Each bundle shall be
marked to identify the manufactured unit and the manufacturer,
and shall also be labeled to identify the classification of the ma-
terial in accordance with the testing required in Section
8902.1, the treating company and the quality control agency.
SECTION 8903
WEATHER PROTECTION
Overflow drains shall discharge to an
approved location and shall not be
connected to ro d lines.
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8903.1 General. Roof decks shall be covered with approved
roof coverings secured to the building or structure in accor-
dance with the provisions of this chapter. Roof assemblies shall
be designed and installed in accordance with this code and the
approved manufacturer's installation instructions such that the
rood assembly shall serve to protect the building or structure.
8903.2 Flashing. Flashings shall be installed in such a manner
so as to prevent moisture entering the wall and roof through
joints in copings, through moisture permeable materials, and at
19
intersections with parapet walls and other penetrations through
the roof plane.
8903.2.1 Locations. Flashincys shall be installed at wall and
roof intersections; wherever there is a change in roof slope,
or direction; and around roof openings. Where flashing is of
metal, the metal shall be corrosion resistant with athickness TV - 1 '
of not less than 0.019 inch (No. 26 galvanized sheet).
8903.3 C oping. Parapet walls shall be properly co d with
Pe
noncombustible, weatherproof materials of a width no less than
the thickness of the parapet wall. ..
8903.4 Roof d rainage. Unless roofs are sloped to drain over
roof edges, roof drains shall be installed at each low point of the
roof. Where _reouired for roof drainage, scuoners shall be
placed level with the roof surface in - a wall or parapet. The
scupper shall be located as determined by the roof slope and
contributing roof area.
8903.4.1 Overflow drains and scuppers. Where roof
drains are required, overflow drains having the same size as
the roof drains shall be installed with the inlet flow line lo.
rated 2 inches (51 mm) above the low point of the roof, or
overflow scuppers having three times the size of the roof
drains and having a minimum opening height of 4 inches
0 02 mm) shall be installed in the adjacent parapet walls = =T
with the inlet flow located 2 inches (5inw 1 mm1 above the "'
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Recessed lighting fixtures installed in the building dxmmal point of the roof servcd.'Ithe installation and sizing of over- U U__
envelope shall meet the requirements of Section N 1102.1.11. flow drai°S, leaders and conduCtors shall comply with the
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SECTION R905 v ertical in 12. units horizontal (33--percent slope) or greater, R 905 . 2 - 8 . 3 n�ierla �mtn shall be cane layer a lied in the followi Crickets and saddles. A cricket or saddle REQUIREMENTS FOR ROOF COVERINGS u y t � pP shall be installed on the � side c�t�any chimney greater manner. Underlaynient shall be applied shingle fashion,
R905.1 Roof covering application. Roof coverings shall be parallel to and �tartinb frolic the eave and lapped 2 inches (51 than 30 inches (76" mm) w�idt. Cricket or saddle ec����r-
applied
in accordance with the applicable pro��i� ions of this ings shall be sheet metal or of the samc: material u� the
section and the manufacturer's installation instructions. 1 ,1 1111) . hastened sufficiently to hold in place. End laps shall be offset covering.
o�tt by 6 feet (18?9 mm).
R905.2 Asphalt shingles. The installation of asphalt shincles R905-2.8.4 Sidewall flashing. Flashino against a verti-
shall comply "lith the Prc�vi`h)n� (Af this �t ° rti o n. R9U5.2.7.1 Ice protection. In areas where the average gal sidewall shall be bv the step- tlashin� method.
8905.2.1 Sheathing; reyuirE•me»is..Asphmlt �hinL11es shall daily temperature in January is 25 °F ( -4 °C) or less or R905.2.8.5 Other flashing. Flashing against a vertical
be fastened to solicilv sheathed decks. when Table R301.24 1 j criteria so designates, an ice bar- front wall, as will as soil stack, vent pips and chimney
rier that consists of a least two layers of underlayrnent ce- Mashing, shall be applied according to asphalt shingle
R905.2..2 Slope. Asphalt shin�.:lts Shull onl` e used on rc�of'
d together or of aself adhering polymer modified manufacturer sprinted instructions.
dopes of two units vertical in 12 unity horizontal (? :l?) or bitumen sheet, shall be used in lieu of normal
greater For roof slopes fr two unity � ill 12 units uncierlay ment and extend from the eave s edge to a point
horizontal (2:1?) up to four unity vertical in 12 units hori- at leapt 24 inches (.610 mm) inside the exterior wall line
zontal (4:12), double uncierlayment application is required of the buildina, in accordance with Section R905.,2.7.
K905.2.3 Underlayment. Unless otherw noted required Exception: Detached accessory structures that con-
` underlaym shall conform with ASTM D 2?6, Type I, or tain no conditioned floor area.
ASTM D 4869, Type I.
Self- adhering polymer modified bitumen sheet shall 8905.2.7,2 Underlayment and high wind. 0 0
comply with ASTM D 1970. Underlayment applied in areas subject to high winds
[greater than 110 mph (177km/h) per Figure 8301.2(4)]
8905.2.4 Asphalt shingles. Asphalt shingles shall have shall be applied with corrosion- resistant fasteners in ac-
self -seal strips or be interlocking, and comply with ASTM cordance with manufacturer's installation instructions.
D 22.5 or D 346?. Fasteners are to be applied along the overlap not farther
8905.2.5 Fasteners. Fasteners for asphalt shingles shall be apart than 36 inches (914 mm) on center.
galvanized steel, stainless steel, aluminum or copper roof-
ing nails, minimum 12 gage 0.105 inch (2.67 mm)] shank 8905.2.8 Flashing. Flashing for asphalt shingles shall com- � t ply with this section.
with aminimum /� -inch ( mm) ) diameter head, ASTM F
16b7, of a length to penetrate through the rooting materials
and a minimum of z/ inch (19.1 mm)-iato the roof sheathing. 8905.2.8.1 Base and cap flashing. Base and cap flash- ft
Where the roof sheathing is less than 3 /-, inch (19.1 mm) incy shall be installed in accordance with manufacturer's
thick, the fasteners shall penetrate through the sheathing. installation instructions. Base flashing shall be of either
Fasteners shall comply with �STM F 1667. corrosion - resistant metal of minimum nominal
0.019 -inch (0.483 mm) thickness or mineral surface roll
R90' .2.6 Attachment. Asphalt shingles shall have the min rooting weighing a minimum of 77 pounds per 100
imum number of fasteners required bv the manufacturer. square feet (3.76 kg /m' -). Cap flashing shall be corm-
For normal application, asphalt shingles shall he Secured to lion- resistant metal of minimum nominal 0.019 -inch _ • z
the roof with not less than tour fasteners per strip shingle or (0. 4g3 mm) thickness.
two fasteners per ind1% idual shingle. Where the root dope
- ,.."•.... � ' ' it _ C
exceeds 20 units vertical in 12 units horizontal (?U:12), spe- ! • =' - :� � e x
cial methods of fastenina are required. For roofs located R90�.2.8.2 Valleys. Valley linings shall be installed in
accordance vA, th manufacturer's installation instructions l �, � - � = ��� �
where the basic wind speed per Figure R301.244) is 110
b efore applying shingles. Valley linings of the follov��ing c
mph (177 km/h) or greater, special methods of fastenina are � g � --
required. Special fastening methods shad be tested in actor- tvpes shall be permitted:
dance with ASTM D 3161. modified to use a wind speed of
1. For open v allev (valle` lining exposed) lined with
110 mph (177 kn metal, the vallev lining shall be at least 24 inches
Shingles classified u�in= AST�i D � 161 are acceptablz (610 mm) wide and of and• of the corrosion- resis-
for use in wind zones less than 1 10 mph. Shingles classified tant metals in Table R905.2-8.2.
usino R9051.7 '�1 D 3161 modified modified tto usz a m, s pezd of 1 lU ?. For open � � lining of t«�o plies of min RECENEp
CITY OF TUf(yy�
mph are acceptable for use in all cases �� here special fasten- eral surface roll roofing, compl� with ASTNI D � a
=JUN 0 8 2005
in�� is required. '2_49. shall be permitted. The bottom laver shall be �
18 inches (457 mm') and the top ]aver a minimum ���T�: �
Underlavrnent application. For root�slopes from of 36 inches (914 mm') wide. t�to unity vertical in 12 unit: horizontal r17- percent �iupzl.
up to four units Vertical in 1 ? units horiiontal t � �- percent '- For closed \ }�s (valle } cu��ered With shingles),
slop), underla��ment shall be two lavers applied in the fol- ��all�� lining of one ply of smooth roil roofing tom-
10m. manner. Applv a l 9 -inch (481 mm) strip of Plvino with ASTM D 224 Tvpe II orType III and at Y
underlay ment felt parallel with and starting at the eaves. fas- least 36 inches (914 mm) wide or � lining as ..
described in Items l and 2 above shalt be p mit - tened sufficiently to hold in place. Startin` at the eave. apply — -� � z
?6- inch -wide (914 mm) sheets of underla��ment, overlap- led. Specialty underla } complying with �'— $
ping successive she�ts l9 inches (48.3 mm). and fastened ASTM D 1970 may be used in lieu of the lining
sufficiently to hold in place. For roof dopes of tour units matenal.
r
iAesLe naua.y.c
BUILT -UP ROOFING MATERIAL STANDARDS
F
{ STANDARD
MATERIAL STANDARD
A cry llC l' U1 C��l)�I11�' j ,AS:l''vl_D 6083
'A:tyreoate surf.t�in� (ASTM U 1863 _------- - - - - -_ _. - - - - -- - - - -- ------------------ - - - - -'
;Asphalt acihcsive usc •d in ruufiiI ky ASTM U 3747
:A�phait cements used in rc�(�fin� . A STM D 3019; D 2K?2: D 45x6
'Asphalt-- co�4ared glue` fiber hivse sheet ASTM n 46O1
I) 2K?3; I) ?324; U 447 �� Asphalt cuatin�,susc.cl in r��i ►f i���� -- � ASTM D 1 2,4 �
' f
' Asphalt Melt _ � ASTM D 2178
$Asp halt prinier used in rc�ufint. ASTNI I) 41
i
Asp halt-SM U rated and pis halt-- tu.►tc•d ortyanic felt base shc.•ct As - r N 1 D 2.v 6�6
Asphalt- saturated organic felt (pe rforated) ASTM U 226
A s halt used in ro ofi ng? ASTM D 312 _
Coal tar cements used in roufing JASTM D 40A U 5643
Coal -tar saturated car 7anic felt ASTM D ?27
j
Coal -tar primer in darnpproofinu and waterproofing STM D_43 - -`_ — -- - -- - - -- ------- - - - - -- - - - -- --- _ - - - - -- -- - -}
i
Coal -tar used in roofing -- _ - - -- - - - - - -- - - -- -- -- - -- -- - - - -- - - - - -- - -- -- ' ASTM D_4SU,_'I'yPes I or Il ---------- - - - - -- - - -� - -- - - - -- - -!
Glass mat, coal tar ASTM D 4990
Glass mat, _venting type ASTM
_ - -- - -- --------- � - - - - -- - - - - -- - - - -- - - - -- - - -- D 497 --------------- - - - - -- -- - -- - - -�
?Mineral- surfaced inorganic cap sheet _ - __ -- ASTM
-_- _____ - - - -_ - - -_ D 3909 �
Therm lastic fabrics used in roofin AST
-- - - - - - -- -_ -- -- 5665, U 5726 - - -- ------- - - - - -- - - - -- ----- - - - - -- -)
SECTION R907 REROOFING
R907.1 General. Materials and methods of application used
for recovering or replacing an existing roof coverinty shall com-
ply with the requirements of Chapter 9.
Exception: Reroofing shall nut be required to meet the min-
imum design slope requirement of one - quarter unit vertical
in 12 units horizontal (?- percent slope) in Section y05 for
roofs that provide positiov.,re roof draina
R907.2 Structural and construction loads. The structural
roof components shall be capable of supportin�� the roof co��cr-
incr system and the material and equipment loads that w'ill he
encountered during installation of the roof covering system.
R907.3 Recoveringversus replacement. New roof coverin(Is
shall not be installed without first removin(.1. existing roof cu\-
erings where any of the follo\vin(,. conditions occur:
1. NV'here the existing roof or roof coverin# is L \ soak ed
has deteriorated to the p that the ex i st ile roof or
or
roof coverino, 'is not adeq uate as a base for additional
roofinur.
;'. `Where the e lstin�� root c��\ is �: ��od shake, slate,
clay. cement or a`be stogy > -c e Ilse nt 1*
'Where the existin roof has vxo or nio re applications ot
any tv e of roof c�overlll. .
Exceptions:
Comp and .sep arate %S V Ste I11!%.. %'SuC h & S
standino - Seam Metal r oof s \ stc. nis. that are de Nicvned
to tranh - mit the roof leads direk.11v to tilt: buildim!*-,
structural sv ste m and that do not re l \ on e.x i kt i n q.� root
%_
a nd root~ co\ 1-Ts for.s shall not re u i re the re-
a �
mot of existing rtk)i `U��er�il
2. fetal panel. metal shi n t'v le. and conc rete and cla\ filie
roof eovenngs shall be pe rmitted to be in.stafled o er
existinv % shake r( % % ap i n acct)r-
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ENERGY EFFICIENCY
N1102.1.2 CeiliCeilings. The required "Ceiling R-value" in Ta-
ble N 1102.1 assumes standard truss or rafter construction
and shall apply to all roof /ceiling portions of the building
thermal envelope, including cathedral ceilings. Where the
construction technique allows the required R -value of ceil-
ing insulation to be obtained over the wall top plate, R -30
shall be permitted to be used where R -38 is required and
R -38 shall be permitted to be used where R -49 is required.
N1101.2.1 Detached one- and two• family dwellings.
Compliance shall be demonstrated by either:
I. Meeting the requirements of this chapter for buildings
with a glazing area that does not exceed 15 percent of
the gross area of exterior walls; or
�. Meeting the requirements of the International Energ
Conservation Cade for detached one- and two-family
dwellings.
SECTION N1102
BUILDING ENVELOPE
X11102.1 Thermal perfdrmance criteria. The minimum re-
quired insulation R -value or the area- weighted average maxi-
mum required fenestration 1.I- factor (other than opaque doors
which are governed by Section N 1 102.1.3) for each element in
the building thermal envelope (fenestration, root /ceiling,
opaque wall, floor, slab edge, crawl space wall and basement
wall) shall be in accordance with the criteria in Table N 1102.1.
Detached one -end two- family dwellings with greater than
15- percent glazing area; townhouses with greater than 25 -per-
cent glazing area; and any residential buildingin climates with
heating degree days equal to or greater than 1 3,000; shall deter-
mine compliance using the building envelope requirements of
Chapter 4 or 5 of the International Energy Conservation Code.
N1102.1.1 Exterior wails. The minimum required R -value
in Table N l 102.1 shall be met by the sum of the R- values of
the insulation materials installed in framing cavities and/or
insulating sheathing applied, and not by framing, drywall,
structural sheathing, or exterior siding materials. Insulation
separated from the conditioned space by a vented space
shall not be counted towards the required R- value.
N1102.1.3 Opaque doors. Opaque doors separating condi-
tioned and unconditioned space shall have a maximum
U- factor of 0.35. One opaque door shall be permitted to be
exempt from this U- factor requirement.
N1102.1.4 Floors. The required R -value in Table N I 10 1
shall apply to all floors, except any individual floor assem-
bly with over 25 percent of its conditioned floor area ex-
posed directly to outside air shall meet the R-valLie
requirement in Table N 11 02.1 for "Ceilings"
N1102.1.5 Basement walls. When the basement is a condi-
tioned space, the basement walls shall be insulated in accor-
dance with Table N 1 102.1. When the basement is not a
conditioned space, either the basement walls or the ceilings
separating the basement from conditioned space shall be in-
sulated in accordance with Table N 1102.1. When insulating
basement walls, the required R -value shall be applied from
the top of the basement wall to a depth of 10 feet (3048 mm)
below grade or to the top of the basement floor, whichever i5
less.
N1102.1.6 Slab -on -grade floors. For slabs with a top edge
above finished grade or 12 inches (305 mm) or less below
finished grade, the required R -value in Table N 1 102.1 shall
be applied to the outside of the foundation or the inside of
the foundation wall. The insulation shall extend downward
from the top of the slab, or downward to the bottom of the
slab and then horizontally in either direction, until the dis-
tance listed in Table N 1 102.1 is reached.
a
V.
t
When installed between the exterior wall and the edge of
the interior slab, the top edge of the insulation shall be per-
mitted to be cut at a 45- degree (0.79 rad) angle away from
the exterior wall. Insulation extending horizontally away
from the building shall be protected by pavement or by a - --
minimum of 10 inches (.2.54 mm) of soil
In locations of X00 HDD or greater, R -? shall be added to
the values in Table N 1102.1 where uninsulated hot water',
pipes, air distribution ducts or el�ctric heating cables are in-
stalled within or under the slab. �
Exception: Slab perimeter insulation is not required for
unheated slabs in areas of very heavy termite infestation .
probability as shown in Figure R301.2(6). Where this ex-
ception is used, building envelope compliance shall be
demonstrated by (a) using International Energy Conser-
i-tition Code Section 502.2.2. or International Energy
Consen Code Chapter 4 with the actual slab insula-
tion R- value 'in Table 'N 1102.1, or (b) using International
Ener Conser Cede Section 502.2.4.
.
i,
i
t
t t► _ a,�tx►- :� .yyy y �1•-�` n- �� R n -_►_c► � �- � y � K -y �t -6. 20M ft. R -1 ? I \ I 102.1.7 Craw space walls. NN'here the floor above the
nrn_, suu C) 4i R -;R R - i 9 R-19 Q_a i D, A 1 :. D 11 E cra« space is uninsuiated_ insulation shall be- installed nn
2 �
where the building is located. Other mass walls shall
meet the frame wall criteria for the building type and the
climate zone where the building is located, based on the
sum of interior and exterior insulation. Walls with exte-
rior insulation position have the entire effective mass
layer interior to an insulation layer. Walls with integral
insulation position have either insulation and mass mate-
rials well mixed as in wood (logs); or substantially equal
amounts of mass material on the interior and exterior of
insulation as in concrete masonry units with i9sulated
cores or masonry cavity walls. Walls with interior insula-
tion position have the mass material located exterior to
the insulating material. Walls not meeting either of the
above descriptions for exterior or integral positions shall
meet the requirements for "Other mass walls" in Table
N 1102.1. l .1(l ). The R -value of the mass assembly for
typical masonry constructions shall be taken from Table
N 1102.1.1.1(2). The R -value for a solid concrete wall
with a thickness of 4 inches (102 mm) or greater is R -1.1.
R- values for other assemblies are permitted to be based
on hot box tests referenced in ASTM C 236 or ASTM C
976, two dimensional calculations or isothermal planes
calculations.
N1102.1.1.1 Mass walls. Mass walls shall be permitted
ft
to meet the mass wall criteria in Table N 1 102.1.1.1(1),
based on the insulation position and the climate zone
TABLE N1102.1
-- - - - -- - - -- -
SIMPLIFIED PRESCRIPTIVE BUILDING ENVELOPE THERMAL COMPONENT CRITERIA
MINIMUM REQUIRED THERMAL PERFORMANCE (U- FACTOR AND FILVALUE)
BUILDING LOCATION j MINIMUM INSULATION R -VALUE [(hr • 1t • °F) /Btu]
MAXIMUM
GLAZING � +Slab perimeter j
i U- FACTOR i Basement R -value and Crawl space
i Climate Zone � HDD [Btu/(hr-ft eilings i Walls Floors
walls depth wails
10 -499 ( any � R -13 R -11 R -11 � R -0 R -0 R -0
I
V11A
EA
61
r � J[ J�iLC h ill IJ 1 %% [1C[1 IIlC �:CdV� 1 JPi1�;C 15 nut YCII[CU lU OUL-
S,�pp_;,999 E 0.-�0 � R-38 k R-18 _ R -_ 1 R -10 R -9. � ft. R- � 9 � tide air. The required R-value in Table''' 1102.1 shall be - ap
4 60000-6,4."V.- � 0. �� R -38 I R -18 � R-21 � R-10 R-9.4 ft. R -20 phedinside of the crawl space wall, downward from the sill
14 6.500-6-999
0.35 � R i R � R - 2.. 1 { R - 11 � R - i , � ft. j R - 20 � platy to the exterior finished grade level and then vertically - - � � and/or horizontally for at least an additional 24 inches (6 10
l � �
7.000-8.499 � 0 .3� R-�9 � R -? 1 � 1 R -? 1 E R -11 � R -13 � ft. i R -20 mm ). 'The exposed earth in all crawls foundations shall
� 6 ; 8� 0.35 i R-49 R -21 R -? 1 � R.- l 8 � R-1 -�, � ft. i R -20 � be cov gyred w ith a continuous % apor retarder ha ling amaxi-
�R� CEry �
TUKy
AMR CENT
i
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f N
N
Now
a re
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j x
Z
= N N
�i
V
V '
Z
Z
loom
o -
mum pernw.,wxe rating of l .0 rm 57 m s - M' • Pa) [( �'( �
O,
z 17 9,000 -
l .. 999
0. R- , R _ 1 R .R 19 R-18.4 & R -20
when tested in accordanc with ASTM. E 9b.
500-999
(
0.9
�
R. �
R-1 l
I R -11 j
R -0
R -0 j R -4
i
� 3
1 1.000 -1.499
0.75
R -19 i
R-1 I
' R-1 I
R -0
I R-0 R -5
t 4
j 1,500-1-4999 i
10.75
i R -26 1
R -13
i R -11 _ I
R -5
R -0 ' R -5
1 5
1 2,000 - 2.499 i
0.65
j R -30
R -13
! R-1 I
R_5
R-0
R'6
�
� 6
� 2.g 00- ',99
0.60
I R -30
R-13
R -19
R -6
R - 4. 2 f[.
I R -7
_
j 3.,000-1 i
0. 55
R -30
R-13
R -19 1 1
R -7
R -4. 2 ft. I R-8
� 8
3.500 x. 999
0.i0
R - 30 I
_ !
R
R 19
R
I R - 5. 2 ft. R �
--
9
: 4,000-4.49 �
0.1;
R -38
G_
1
R - .
_R-19_
R-8
R -5. 2d. ft.
R-1 I
where the building is located. Other mass walls shall
meet the frame wall criteria for the building type and the
climate zone where the building is located, based on the
sum of interior and exterior insulation. Walls with exte-
rior insulation position have the entire effective mass
layer interior to an insulation layer. Walls with integral
insulation position have either insulation and mass mate-
rials well mixed as in wood (logs); or substantially equal
amounts of mass material on the interior and exterior of
insulation as in concrete masonry units with i9sulated
cores or masonry cavity walls. Walls with interior insula-
tion position have the mass material located exterior to
the insulating material. Walls not meeting either of the
above descriptions for exterior or integral positions shall
meet the requirements for "Other mass walls" in Table
N 1102.1. l .1(l ). The R -value of the mass assembly for
typical masonry constructions shall be taken from Table
N 1102.1.1.1(2). The R -value for a solid concrete wall
with a thickness of 4 inches (102 mm) or greater is R -1.1.
R- values for other assemblies are permitted to be based
on hot box tests referenced in ASTM C 236 or ASTM C
976, two dimensional calculations or isothermal planes
calculations.
N1102.1.1.1 Mass walls. Mass walls shall be permitted
ft
to meet the mass wall criteria in Table N 1 102.1.1.1(1),
based on the insulation position and the climate zone
TABLE N1102.1
-- - - - -- - - -- -
SIMPLIFIED PRESCRIPTIVE BUILDING ENVELOPE THERMAL COMPONENT CRITERIA
MINIMUM REQUIRED THERMAL PERFORMANCE (U- FACTOR AND FILVALUE)
BUILDING LOCATION j MINIMUM INSULATION R -VALUE [(hr • 1t • °F) /Btu]
MAXIMUM
GLAZING � +Slab perimeter j
i U- FACTOR i Basement R -value and Crawl space
i Climate Zone � HDD [Btu/(hr-ft eilings i Walls Floors
walls depth wails
10 -499 ( any � R -13 R -11 R -11 � R -0 R -0 R -0
I
V11A
EA
61
r � J[ J�iLC h ill IJ 1 %% [1C[1 IIlC �:CdV� 1 JPi1�;C 15 nut YCII[CU lU OUL-
S,�pp_;,999 E 0.-�0 � R-38 k R-18 _ R -_ 1 R -10 R -9. � ft. R- � 9 � tide air. The required R-value in Table''' 1102.1 shall be - ap
4 60000-6,4."V.- � 0. �� R -38 I R -18 � R-21 � R-10 R-9.4 ft. R -20 phedinside of the crawl space wall, downward from the sill
14 6.500-6-999
0.35 � R i R � R - 2.. 1 { R - 11 � R - i , � ft. j R - 20 � platy to the exterior finished grade level and then vertically - - � � and/or horizontally for at least an additional 24 inches (6 10
l � �
7.000-8.499 � 0 .3� R-�9 � R -? 1 � 1 R -? 1 E R -11 � R -13 � ft. i R -20 mm ). 'The exposed earth in all crawls foundations shall
� 6 ; 8� 0.35 i R-49 R -21 R -? 1 � R.- l 8 � R-1 -�, � ft. i R -20 � be cov gyred w ith a continuous % apor retarder ha ling amaxi-
�R� CEry �
TUKy
AMR CENT
i
C qtil
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o °`
f N
N
Now
a re
� G
j x
Z
= N N
�i
V
V '
Z
Z
loom
o -
mum pernw.,wxe rating of l .0 rm 57 m s - M' • Pa) [( �'( �
O,
z 17 9,000 -
l .. 999
0. R- , R _ 1 R .R 19 R-18.4 & R -20
when tested in accordanc with ASTM. E 9b.
G SYSTEM REQUIREMENTS
0
MECHANICAL SYSTEMS
I L'I NNI 1X13.1 11catill" :111(1 `111 t'��1�flitl�►t�11��� �i �li�lr�c`f� ;�111(�
4, I1
t 0 1 , C u pilic I i N1c(1 ? r1
CI AMC N I 1 I � �`��` t '1 � '�l I pl }t i ; 1 '�'�!�'� tll t,r�` . A 1 ) -
�
Thal i 111C 'I tho'
lltlllllllll(11 t t i�'l�'il�'` S �'� 1111'�'1I1;'Ilts tit Se
Lot -
.. 1
wlv I 1 (111011
N 1
103,24
�_ ontrols. :fit
1� '�i�t 011(2 tll�. 'I'131t1�t#LIt shat 1
hc
1�1�'��
101
C4 1 ACII
tit'f� :11 "t11c.' Ilt'�itII1�, -'. �.'t�O i11",, (W C0111hill'itwil
1
:111(1
1nklIT s\ - JCit 1 )L1111j )% s (al 1MVC �'( }11 I that I II - CVelit
,III �����'n`,�'lt�tl'� ����'i`�I�ic I': �i s1 a11�'�' 11C (� �c.'1� : it 1011 �� 11�'I1 tilt.' 1 }
1�'atlll k (I all bc 1llc't l the ht,'�lt )t1111 '11011C. SLII)j)1C
:11'x' llc.'ater ()pc rat loil sht'll h I )CI - 111 l ttc d d11ri111_' OtttclOOI* 0)i Cie-
I•c��t cvc.'leks n(A excc.edi 11 b-o: 15 1111lltlte s.
N 11().x.. Duct insulation,, All p ortions of the air di %N tribLlt 1011
"V'ste s h:11 1 be 1 l it I.ILc.•ordance wi th Sect N-11 601
allcl �c.' i ll�tlliltCd to yin insm
fled K%��hen s��stetn cc }1 1 onerlts
_ P
SAW )0' \V101111 the h1lild bUt oLltside of conditioned
s 1 iac.'c acid R-S WIICII 10C ItCd (Altside of the bUilchno. NVhen log_
lz
c'lteti %\ , 10 1111 �11�tlil�liil�,� enve �issel�lt�1��. :it least R-8 shall he
a)
� i r
jph hct\vecn the ( 1Llc.`t cater dint porti ofthe asserribiv fur -
li _
the fi C011dit s I : cc.
1.4 t t)il: I XhaLlst #Lill' Clll�,.'ts Z111d 1)0111011k� Ot the , Air dlstt
p
hUti'011 SVStC111 Withill c1p1 hailk-"c's or C'C.ltllp111clit.
oo'
N1 103.4 Dtict sesc dill;. Al l CILICts shall he i�cllc d in
with Section 'N-I 160 l
It"I N1 103.5 P itistilation. All ste p 1 pI1 1 111
S11:111 11C I IISLI l:itcd 1 11 wi th Tahlc 110-`'.
Excepti011s: 111�t; ��'�i NA Itllll �l �I 1 I11ctti �Iiic� �' 111 P -
lll�'t�t oI' C) t
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SECTIO.. N M
GENERAL
i 13(i 1.1 Scop °I�11�' I if th c`h,intcj- ,1hal l (7 `T I t t il-
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i ; 1 il(_)t C,111% cm c'i��'cl 1 I
l�t ;i �'I� c11 :r , t� �j�� :i �1ic:�1�1` = I11�'�11cI c :�1 s1 s te II 1�Zst:r <<t lt�il�
1 P - _
lei I? :f' � ji� lL' :�i �.1� � 1�3I1:r�'� � L. L!i' 1C T �.Wd �t'��L I?i; Ilt �t �f -
r�'��` �'�• t i I C o � � }1 :i� C( - fl v X.� lfi i i i�,.' a�'1�1 lL'#Ll :�iC'
. i( I1� t tic ?l,
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X11 {11.1.1
Fhmd- rei-�istatit
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SECTION M1302
APPROVAL
,\113.02.1 General. :;11 applian.:e� hall he l�:t��� and hear the
label of an appro\ e�i :l�c�T1� \ unless OI�I�'T�� 1�� �ppi���� t'tj 111 1� -
cor(iance w ith Section R I -04.11.
SECTION M1303
LABELING OF APPLIANCES
N11303.1 1,-abel hifornization. A pernianent f aL - tory - a ppi ied
11
LtIlle )Late( ) ll�tll he afhxed t(� tiI > f1i�11�c cs oil �Olic.`11 shall a -
�
1 ll l
pcm lie IcAti.-lible Ic tterin(b'_, tllc' 111�IIltlf�#LlC,itl1't'1'�s 11#Ll 111 01' tr"Idc'-
I11I11 the ill()(lc.'l Ilt1111bel*, s�'ri"ll 1111111ber, �lllc_� the seal ter' Illill'11 of
tilc te stillt� t la be l s11i111 i11SO 111c'ILRIe 011 #'0 110W lilt % � - 4.
1. "Flectrical 4a o pl itl lice s. L'.1ectric rati in \ 11111 Peres
�ll1d 111ctit(�I� � 11�Ise; i of .irldi'ViCILNII electric`il
C(1111 �onerlts In `()Its, Lltll eves Or \'atts, and motor ph."Ase., l P
and in BtLI/h (\V) ollt 1 1 )l.lt and rec Llil Cleat
.
Absorp l.11llts. HourIN r�1ti in Btu /h (W,), ininimu1n
110LIO rati for L1 lla� ste or �utonlatic modu lat-
4 P
ir1�T Controls, tvpe of_ fuel, type of refriclerant, cool C.
p acity in Btu /11 (W), and req uired clearances.
3. FLIel- bUrnin" Units, Hourly ratin in Btu /h (W), tv 1-
pe of
ca ro \, for ci sc Wi' th the appl iance and re a fired
PP PP �
clearances.
4. Electric comfort mfort he. ap Name and trade- .
mark of the manufac the model number or equiva-
lent; the electric ratincy in volts, am acity and phase;
P
Btu/h (NV) out pit ratill0; Individual nlarkino for each
P �. �.
electric comp onent "in and #-
And
amperes or " acts, volts nd
P �
hase-, req uired clearance from combustibles and a seal
lndicatirl approval of t ap a liance b a ap p roved
ro ved
iv v ll
aizenc
SECTION M1304
TYPE CAF FUEL
N11304.1 Fuel O 'l~uel -fired a liances shall be desii,
PP .
for Lice Nv ith the t , . �P e Of fuel to «fhich they will be connected and
the altitude at xvhich then are installed. Appliances that com-
_
p arts of the bUddimz mechanical p rise system shall not be con
verted for the us�it,,rc of a different fuel, except where a �
�. P PP rO
.111d converted i
i1c`C0I with the nlarltlfac;tcrrer's instruc-
t 1 011 s. "rhe ftlCl i nl)Llt I ,itC t lhal I not be i ncreased or decreased be-
:'c�jlcf the hill it ra tite f t�r t11e �jltitLj(le :it ��� 11it~' l tale i� 1 ,ia nce is � PP
I n st al I c d .
SECTION M1305
APPLIANCE ACCESS
N11305.1 A access for inspection service, re air
P
and rephacetnunt. A n p l * :lllcty� s11 :111 he a� cc'; i hlt f �r ins e P
i1* tilI' �lIl�. I'��`,�3�� �ti 1,11( tjC I'tT1�_�1�1I1�,' p rn 1�1-
INCIlt C�i�tl�tl�?i� Z :t�I1. =1II't` 1I 1�'11� ' � ( ��� 121111 1 C' � \\ (�Iin`� �1Ce,
sha1 he pvk ;rl� :'t)jlt o "� tIl cClllt;"tl �i�l to � ���I"V icc' a :� li-
ank_ :. Ri)om hea:LerN shall b. nL; ?;Zitte( I to be ill10,:illecl with at
-ij WO t�r. 1 r1�� �� :�Ce. : -� phid'k shall not
` ��I' 1 - 00111 lc';it
11 3115. .1 Central ftjrnace . f :l ithin
- )1' 4, 11 ��` Sll t � i 11A C' a Illlrllilltlill %� orkln2
.' r.111` e 0! ; l f 6 111 m ) al on (' the side. bit -
% . k
and t���� �t 'tIi a ttlta' 1: tdth o talc' encl(�`1I1� '� 4�Le bein!.T. at
P
lc,a*�t N V. -O lder than the fLlmace. F
havi it _ :i firent)\ o ell tc� the atmoc here shal 1 have at least a
I p
6- itic1: 1 " tZ:m`r vt orkint %; P iIce a]onto the front combust"
..
chanlber side. Combu*stion air o P� �nimvs at the rear car side of
the coo ailmetit shall ��c oink \% ith the req uirements of
�' P _ y
Chat ter 17
Excep `]'leis section shall not tt �lv toy re hic;enien
PI 0 P
appli :111cres installed in existith -1 C.•0111 P �1rtnients and il-
co)\ %%- the kvorkin _� s I t e c•lear�inces are in #tccor-
�
(dallt. - C With the equip car �1 liance i ilan11f� s
PI
i rPstc111i1t 1011 i nstrtlCtions.
a� 1
1 305.1. 1 Ap pliances in rooms. Appli instal led i n a
cost i'mrt mint, illcme, base fir si 111i ktr an ace shall heac-
P
cesseci hv op ening or do nor - and MI unobstructed pC111SSL %V.11 fl i,,Ltn e-
� Illy' :1surino I1()t less ?4 inc lies (610 ni ) w' m) 1(.�e and
hat enoll gh to allo\v removal of the largest a liance in the
� PP
sp�lce. 1 that a �lex-el serN space of not less than 30
inches (762.. rnm) deep and the he of the a liance, but
PP
not less than 30 inches (762... rnni), i's P resent at the front or
scrvice side of the appliance en. with the door open.
p
'11305.1.3 Appliances in attics. Attics containing a li-
` PP
nieces l`oeC uirinT LiCc�ess shall be provided with an a ehin 1 � ( P g
and a clear and Unobstruc: ted assaLyewa larcre enou h to al-
P � y � 9
low rel»oval of the Jaro....e a PP liance, but not less than 30
inches ( mni) h1 cTh iinr1 ?? inches (5 59 mm wide and not
C )
mo)i thcirl L {) Beet (6096 111111) In length when nieasllred
�11on(02 the centerline of� the p assag ewtay f'roni the v erlino to
P to,,
the ap p l iance. The p assageway shall have continuous sol id PP
floorincy i ac.�c.'ordanc e with Cha 5 nct less than ?4
inclies (61 C) in t11) wide. A level service space at least 3()
inches ( nim) deep and 30 inches (76. mm ',) wide shall he
: llo�I1� T i ll sides of the �� 11W1c' , where i1ccress is re -
P resent �. PP
q "I'lic clear ac..`c'ess openi di nlerlsions shall be La mi n-
111"lllrll Of 2.0 inches by 3() inches (5()K nini by 7 inrn),
V , here sllc.'h dinienslOIls are I irtle e110tl�h to allow rerllol 11 of
the haklest a PP li i inc.'e.
#6_
Exception: The p .assage�N, , a� ,- and le� servic a r�e s cre are
P
not req uired where the ap is capable of being ser-
} PP p
VICCL1 and re No ved thrOLMTh tilt required o e11111"
1 P C11 0
le
k
A
F
L
'1131)7.2 h ge of a liances. App 1 i ancres d esi t"I 'led � pp � to
be ! e(I r n P()Sltl()Il shin l be fitstened car ancho red 1 it 1 �r r1 � p rovecl Ill#Lirlrler. In Seismic Desion C 1) Lind
red D--,,wcater -
lle :jtc�r� sll:rl he :jllc.`1101 or Ara red to resist h orizo n tal pl d ls---#. -
jt. `
LI dlle 10 Cartht-] LlaKe 111( eon. St s }• ` sh Ise �rt
Point 101111 the Li _) )C1_ )Ile - third and lmver cane - third of the a ' - �, --
11 p
111c111(.0 S 1 C'i�tic.` :ij chniensio nk., At the 1mver poin the stra j I PP t n�
s ll:rl l Ill:i i Il t X1111 :I 1111 tl l ill ll Ill lj l st #L1r1�'c' tai 41nches( 1 111111 ab(1�' '
� c.
the co ntro k. -
SECTION N11402
CENTRAL FURNACES
iN114112.1
G'eneral.011-111
cCc1tr: furn aces sh all
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t �Il:i��
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N1 1402.2 Clearances. C t.,hal l be prm, ided in Zicco �r-
& ; %k ltll t e 11`1111 t 4 1 11 ' mar111t :tctllr 1f1�t:l�i�it11�11 IiI-
`triict n -. %.
1\i 1402._ C onibustion air. Comhu I on air shall � scs P1 '! Ie 1 Ili
;lCC j rdai N ice %% ith Chap ter I T. (`miii'm*N1itill ;lei' Openile` ?• shtlil he
11110KNtructed for dI*%tMlCe O not 1c.'�� than 6 incheN (, 502- [11111 ►
in front o itle o vt11t1�;�.
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EXHAUST SYSTEMS
SECTION M1501
CLOTHES DRYERS EXHAUST
M1501-1 General. Dryer exhaust systems shall beindepend-
ent of all other systems, shall convey the moisture to the out.
doors and shall terminkate can the outside of the building.
01
Exhaust duct terminatiun> shall bein accordance w ith the dryer
manufacturer's installation instructions. Screens shall not be
installed at the duct termination. Exhaust ducts shall not be
connected with sheet -metal scre%.k•s or fastening means which
extend into the duct. Exhaust ducts shall be equipped with a
backdraft damper. Exhaust ducts shall be constructed of cnini-
mum 0.016- inch -thick (0. iiim) rigid metal ducts, having
smooth interior surfaces with joints running' in the direction of
air flow. Flexible transition ducts used to" connect the dryer to
the exhaust duct system shall be limited to single lemyths., not to
exceed 8 feet G2 mm j in length and shall be listed and la-
beled in accordance with UL2. 158A. Transition ducts shall not
be concealed within construction.
Exception: This section shall not apply to listed and labeled
condensing (ductless) clothes dryers.
SECTION M1502
RANGE HOODS
M1502.1 General. Range hoods shall discharge to the out-
doors through asingle -wall duct. The duct serving the hood
shall have a smooth interior surface, shall be air tight and shall
beequipped. with a backdraft damper. Ducts serving range
hoods shall not terminate in an attic or crawl space or areas in-
side the building.
Exception: Where installed in accordance with the manu-
facturer'sinstallation instructions, and where mechanical or
natural ventilation is otherwise provided, listed and labeled
ductless range hoods shall not be required to discharge to the
outdoors.
X11502.2 Duct material. Single -wall ducts serving range
hoods shall be constructed of galvanized steel, stainless steel or
copper.
Exception: Ducts for domestic kitchen cooking appliances
equipped ��ith down draft exhaust s shall be permit-
ted to be constructed of schedule 40 PVC pipe provided that
the installation complies with all of the followincr
1. The duct shall be installed under a concrete slab
poured on `�racie.
?.
The underfloor trench in «hich the duct is installed
:,hall be completzl�� backfilled with sand or gravel.
n
The PVC duct shall extend not Greater h
than 1 inc
(? � .4 mm') aboN the indoor concrete floor surface.
4. Thy PVC dint shall extend not greater than 1 inch
( ' 14 N'.4 n :ml above a rade outside of the building, and
�. The PVC du as shall be solvent cemented.
t
1I1542.3 Kitchen exhaust rates. NN"here domestic kitchen
pool ing with are equipped �th ducted range hoods or
down -draft exhaust s��stems, the fans shall be sized in accor-
dance with Section NI 1506-3.
SECTION M1503
INSTALLATION OF MICROWAVE OVENS
M1503.1 Installation of microwave oven over a cooking
appliance. The installation of a listed and labeled cooking ap-
pliance or microwave oven over a listed and labeled cooking
appliance shall conform to the terms of the upper appliance's
listing and label and the manufacturer's installation instruc-
tions. The microwave oven shall conform to UL 923.
CHAPTER 16
DUCT SYSTEMS
'A
SECTION M1601
DUCT CONSTRUCTION
M1601*1 Duct design. Duct systems serving heating, cooling
and ventilation equipment shall be fabricated in accordance
with the provisions of this section and ACCA Manual D or
other approved methods.
CHAPTER 17
COMBUSTION AIR
SECTION M1701
GENERAL
M1701:1 Air supply. Liquid and solid fuel - burning appli-
ances shall be provided with a supply of air for fuel combus-
tion, draft hood dilution and ventilation of the space in which
the appliance is installed, in accordance with Section M 1702
or Section M 1703. The methods of providing combustion air
in this chapter do not apply to fireplaces, fireplace stoves and
direct -vent appliances.
M1701.1.1 Buildings of unusually tight construction. In
buildings of unusually tight construction, combustion air
shall be obtained from outside the sealed thermal enve-
lope. in buildings of ordinary tightness, insofar as infiltra-
tion is concerned, all or a portion of the combustion air for
fuel- burning appliances may be obtained from infiltration
when the room or space has a volume of 50 cubic feet per
1,000 Btulh (x.83 L/W) input.
X11701.2 Exhaust and ventilation system. Air requirements
for the operation of exhaust fans, kitchen ventilation s��stems,
clothes dryers and fireplaces shall be considered in deterinin-
in....! the adeyuac v of a space to prov'Ide combuNtion sir.
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CHIMNEYS AND VENTS
SECTION M1801
GENERAL
111801.1 Venting required. Fuel-burning appliances shall be
rented to the outdoors in accordance with their listing and label
;ind manufacturer's installation instructions except appliances
1 sted and labeled for unvented use. Venting systems shall con-
sist of approved chimneys or vents, or venting assemblies that
are integral parts of labeled appliances. Gas -fired appliance
shall be vented in accordance with Chapter 24.
4
N,11801.2 Draft requirements. A venting system shall satisfy
the draft requirements of the appliance in accordance with the
manufacturer's installation instructions, and shall be con-
structed and installed to develop a positive flow to convey com-
bustion products to the outside atmosphere.
SECTION M2001
BOILERS
M2001.1 Installation. In addition to the requirements of this
code, the installation of boilers shall conform to the manufac-
turer's instructions. The manufacturer's rating data, the name-
plate and operating instructions of a permanent type shall be
attached to the boiler. Boilers shall have all controls set, ad-
justed and tested by the installer. A complete control diagram,
together with complete boiler operating instructions shall be
furnished by the installer, Solid and liquid- fuel - burning boilers
shall be provided with combustion air as required by Chapter
l7.
M2001.1.1 Standards. Oil -fired boilers and their control
systems shall be listed and labeled in accordance with UL
726. Electric boilers and their control systems shall be listed
in accordance with UL 834. Boilers shall be designed and
constructed in accordance with the requirements of ASME
CSD- I and as applicable, the ASME Boiler and Pressure
Vessel Code, Sections I and IV. Gas -fired boilers shall con-
form to the requirements listed in Chapter 24.
M2001.2 Clearance. Boilers shall be installed in accordance
with their listing and label.
M2001.3 Valves. Every boiler or modular boiler shall have a
shutoff valve in the supply and return piping. For multiple
40
boiler or multiple modular boiler installations, each boiler or
modular boiler shall have individual shutoff valves in the sup-
plv and return piping.
Exception: Shutoff valves are not required in a system ha% -
ing asingle low- pressure steam boiler.
M2001.4 Flood - resistant installation. In areas prone to flood-
ing as established in Table R301.2(1), boilers. water heaters.
and their control s\ shall be located or installed in accor-
dance with Section R3_ A. �.1.�.
SECTION M2005
WATER HEATERS
M2005.1 General. Water heaters shall he installed in accor-
dance with the manufacturer's installation instructions and the
requirements of this code. Water heaters installed in an attic
shall conform to the requirements of Section M1305.1.3.
Gas -fired water heaters shall conform to the requirements in
ft
Chapter 24. Domestic electric water heaters shall conform to
UL 174 or UL 1453. Commercial electric water heaters shall
conform to UL 1453. Oiled-fired water heaters shall conform
to UL 732.
112005.2 Prohibited locations. Fuel -fired water heaters shall
not he installed in a room used as a storage closet. Water heaters
located in a bedroom or bathroom shall be installed in a sealed
enclosure so that combustion air will not be taken from the liv-
ing space. Direct -vent water heaters are not required to be in-
stalled within an enclosure.
SECTION G2430 (506)
FACTORY -BUILT CHIMNEYS
G2430.1(506.1) Listing. Facto ry -built chimneys for building
heating appliances producing flue gases having a temperature
0greater than 1 0 °F (538 °C), measured at the entrance to
the chimney, shall be listed and labeled in accordance with UL
103 and shall be installed and terminated in accordance with
the manufacturer's installation instructions.
G2430.2 (506.2) Support. Where factory -built chimneys are
supported by structural members, such as joists and rafters,
such members shall be designed to support the additional
load.
SECTION G2432 (602)
DECORATIVE APPLIANCES FOR INSTALLATION
IN FIREPLACES
G2432.1 (602.1) General. Decorative appliances for installa-
tion in approved solid fuel burning fireplaces shall be tested in
accordance with ANSI Z21.60 and shall be installed in accor-
dance with the manufacturer's installation instructions.
Manually lighted natural gas decorative appliances shall be
tested in accordance with ANSI 221.84.
G2432.2 (602.2) Flame safeguard device. Decorative appli-
ances for installation in approved solid fuel- burning fireplaces,
with the exception of those tested in accordance with ANSI
221.84, shall utilize a direct ignition device, an ignitor or a pilot
flame to ignite the fuel at the main burner, and shall be equipped
with a flame safeguard device. The flame safeguard device
shall automatically shut off the fuel supply to a main burner or
group of burners when the means of ignition of such burners belm
comes inoperative.
G2432.3- (602.3) Prohibited installations. Decorative appli-
ances for installation in fireplaces shall not be installed where
prohibited by Section G2406.2.
SECTION G2433 (6013)
LOG LIGHTERS
G2433.1 (603.1) General. Log lighters shall be tested in accor-
dance with CSA 8 and shall be installed in accordance with the
manufacturer's installation instructions.
SECTION G2434 (604)
VENTED GAS FIREPLACES
(DECORATIVE APPLIANCES)
G2434.1(604.1) General. Vented gas fireplaces shall be tested
in accordance with ANSI 221.50, shall be installed in accor-
dance with manufacturer's installation instructions and
shall be designed and equipped as specified in Section
G2432.2.
G2434.2 (604.2) Access. Panels, grilles, and access doors that
are required to be removed for normal servicing operations
shall not be attached to the building.
A
SECTION G2442 (618)
FORCED -AIR WARM -AIR FURNACES
G2442.1(618.1 ) General. Forced -air warm -air furnaces shall
be tested in accordance with ANSI 221.47 or UL 795 and shall
be installed in accordance with the manufacturer's installation
instructions.
G2442.2 (618.2) Forced -air furnaces. The minimum unob-
structed total area of the outside and return air ducts or open-
ings to a forced -air warm -air furnace shall be not less than 2
square inches for each 1,000 Btu/h (4402 mm output rat-
ing capacity of the furnace and not less than that specified in the
furnace manufacturer's installation instructions. The minimum
unobstructed total area of supply ducts from aforced -air
warm -air furnace shall be not less than 2 square inches for each
1,000 Btu/h (4402 mm output rating capacity of the fur-
nace and not less than that specified in the furnace manufac-
turer's installation instructions.
Exception: The total area of the supply air ducts and outside
and return air ducts shall not be required to be larger than the
minimum size required by the furnace manufacturer's in-
stallation instructions.
G2442.3 (618.3) Dampers. Volume dampers shall not be
placed in the air inlet to a furnace in a manner that will reduce
the required air to the furnace.
G2442.4 (618.4) Circulating air ducts for forced -air
warm -air furnaces. Circulating air for forced - air -type,
warm -air furnaces shall be conducted into the blower housing
from outside the furnace enclosure by continuous air -tight
ducts.
G2442.5 (618.5) Prohibited sources. Outside or return air for
a forced -air heating system shall not be taken from the follow-
ing locations: - -
4
ft
1. Closer than 10 feet (3048 mm) from an appliance vent
outlet, a vent opening from
a plumbing drainage system
or the discharge outlet of an exhaust fan, unless the outlet
is 3 feet (914 mm) above the outside air inlet.
< i
20 Where there is the presence of objectionable odors;
fumes or flammable vapors; or where located less than'
10 feet (3048 mm) above the surface of any abutting pub-
lic way or driveway; or where located at grade level by a p
sidewalk, street, alley or driveway.
3. A room or space, the volume of which is less than 25 per-
cent of the entire volume served by such system. Where
connected by a permanent opening having an area sized
in accordance with Section G2442.2, adjoining rooms or
spaces shall be considered as a single room or space for
the purpose of determining the volume of such rooms or
spaces.
Exception:'The minimum volume requirement shall
not apply where the amount of return air taken from a
room or space is less than or equal to the amount of
supply air delivered to such room or space.
4. A room or space containing an appliance where such a
room or space series as the sole source of return air.
Exception: This shall not apply where:
1. The appliance is a direct -vent appliance or an
a, appliance not requiring a vent in accordance
with Section G24L';.8.
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2.. The room or space complies with the following
requirement:
2.l .The return air shall be taken from a
room or space having a volume exceed-
ing I cubic foot (28 316.85 mm') for
each 10 Btu/h (9.6 L/W) of combined
input rating of all fuel - burning appli-
ances therein.
2.2. The of supply air discharged
back into the same space shall be ap-
proximately equal to the volume of re-
turn air taken from the space.
23. Return -air inlets shall not be located
within 10 feet (3048 mm) of any appli-
ance firebox or draft hood in the same
roam or space.
3. Rooms or spaces containing solid -fuel burning
appliances, provided that return -air inlets are
located not less than 10 feet (3048 mm) from
the firebox of such appliances.
5. A closet, bathroom, toilet room, kitchen, garage, me-
chanical room, boiler room or furnace room.
G2442.6 (618.6) Screen. Required outdoor air inlets shall be
covered with a screen having '/ -inch (6.4 mm) openings. Re-
quired outdoor air inlets serving a nonresidential portion of a
building shall be covered with screen having openings larger
than '/, inch (6.4 mm) and not larger than 1 inch (25 mm).
G2442.7 (618.7) Return -air limitation. Return air from one
41
dwelling unit shall not be discharged into another dwelling unit.
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PROJECT ADDRESS:
1 2248 48'" AVE S
TUKWILA. WA
OWNER:
NGO JUAN 8 JULIE QUACN
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14310 4" AVE SW
B URI EN. WA 98166
IN :
LDR
CONS TRUCTION:
TYPE V
PROJECT INFORMATION:
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TAX I. D.:
017900-1390
LEGAL DESCRIPTION
10 7 ALLENTOWN ADD
LOT AREA
3000 S F
BUILDING AREA
PROPOSED STRUCTURE
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PROPOSED FOOT PRINT
MAX. LOT COVERAGE ALLOWED
IMPERVIOUS AREA.
PROPOSED DRIVEWAY
PROPOSED SIDEWALK
ISO
TOTAL IMPERVIOUS AREA
APPLICASEL CODES:
IRC 2003
ZONING CODE, TUKWILA
WSEC 2001
CONSULSTANT:
WANG ENGINEERING, INC.
14735 168 AVE. NE
WOODINVILLE. WA 98072
TELIFAX: (425) 489 -0927
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1400 S.F.
1320 S. F.
22 75 S.F.
400 S. F.
133 S. F.
1853 S.F.
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AR( WI TEC'Tt'AL VOTES
GENERAL:
4 11 11 "ORK SH 11 -1 (Y)AI. 1(� 111E 'r►r ►.: 111 f. R. \.1710.\.11. Rt..S'Il )f:.\ 11.41. (01)F'. 7'111
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c 'O�\ 1R.1c 'TOR TOE r I R1 F } .Ill 1 >l.1fF. \ SIMS. 1 �-1 'RtIS 01)11•- TI''1..1 PRIOR I' ('O.\. ( '710V ffl.
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_S(A I. F OR 111'1 N ( ;S FO ( 'Rl l A' 11 i )! I If A .S1O ) Vs;
C O).N l h4( 1OR .S'if ILL 1;1:' RIrSP()\ JB1.1:' FOR .41.1- RL01 IRED S.41-ET}' PRE'c '. (t . "I1O.S;S' .1. \'1_) 111E .IlEIROD.ti
TF.(Ht1017"S. SE01 1:.'.N'( 'E,S' OR PRO (TI N.'RF_.S Rl:O 'IRF!) TO P Rf'OR THE WORK.
('I I N[O1'I<'.tiFOR PI R.i1T \F.A !-Vt'.1r \S Sit ILL Ht A01'tilFEPf:R TH. 2 11)RIZOAIA1. TO 1
1 ' FR 1 If' 1 L AA !) .1'1.O )1'1; .S F OK I'f R l l 1.11 11 F'11.1 S SH -11.1 B .\ 01 .17 };1:'PER 71L -1 N _' HORIl.OA 1 L TO/
1 FRIR '4L I A'I.ESS' S'1 �11.SIA,V11.411M)' 1)-41.4 ,11 :S'71b - YLV0 S'I . EE f:R si.c )Pf:'.C.ARl: , .S( �B.4nm.'D. DE VI A 71O NS
1. X 0.11 711E F ORF 0L\ (;1.11117 1110 .\'.5 FOR .SLOPE S' .S'! 1_-I1.1. BF PERA1177 E'1) O.\'14 111E
PRE.tiEA T 1770.\' OF A SO 1. I ES116.4 ! 1(!.\ REPORVV I F IABLF. TO THE 8111 - DIA" O '1.
FOI \ DA TIO.NSS' F'i )R AIJ. RI It M \'(;.5 HVERF THE_ S1 'RFA(T OF 711E GRO N .SLOPES .t1ORE THAN 1
FOOT IN 20 FEF'T .511.41.1. BE I FI7•:1. OR S'11.414. 8E .STEITE0 . SO I'HAT BOTH TO > AND ROTTOAJ OF .S1 ('11
F()t '.VDA110N .ARE LE EEL.
SLO )1'f; .4LL DECKS. WALKS DRI VF. R A Y Sti AND PA 770S.4 WA Y FROM THE BI ILDLYG..kILV. - PER FOOT
OPE.\• GU ARD R11LS SN.ILL If I IT 1N7ER1fEDL47'F. R41LS OR O )RAAa9.'.V1AL PA7 7ERN' St "('11 THA TA
:SHPT: RF. 4 " I.N 1.1.4.1 fE TER ('OAA'O 17' 1'A SS THRO )1 '(; H.
A TTIC A1tiD CR.4 WLSPACE A CCESSES:
.F :4('If .SEP_•1 RA Tf.' .A 7771 ' .4c 'C 'ESS.S 111. \'. 22 ".\-3(► " 117TH 3O) " HE4 L)RRO it (.'\'()B.STR t.C'7 ED OPEN I.\
1.O(' 4 TF'D 1:1' ,4 ('ORRIL )OR. H -4 L L li :-i }' OR c)7'IIF. R READ }' .4 ('('F_.S.SIBL F_ L(X ',4 TIO ..\'. .4 TT1(' .4C CE.';N DOOR
TU II.41 E R -3U 1.'S:SI L L4TIO.V .11LN'. (t 1f'E.4T1lER STRIPPED. 114RD14:4RE TO PRO1'IDE TI(;IIT C'LOS't RF..
( R.4 W SPA C 'E A( 'C E.SS.• .1111'.
DOORS A WINDOW'S:
ALL. GL AZIVG 7'C) BE DO( 'BLE GL. IZIN G. 1VITH 3f4A7.1IC Al I.'- IA L t 'E OF 0.-40.
EATERI( }R DOO TO HA 1 E :tLAX N " NT£1 S WITH :1.11.\'. 36 - DEEP L4.\'DI\'C ;. LANDING 01. 'T.SIDE T() BE NO
AJORF_ TIL -1.1' 1 BEL O W THE THRESHOLD.
SAFTY GLAZING REQUIRED AT (1) WITHIN 24 OF A DOOR. (2) WITHIN A TUB/SHOWER
ENCLOSURES. (3) WITHIN A FLIGHT OF STAIRS, AND (4) WITH THE STAIR LANDING. R308.4.
If 1'VDOW'.ti1FR TO PROVIDE PORTHOLES IA' E4C'H R1VDOIf' LN' E:.4C'H H4817AL ROO.W.
BEDR00.kf FINISHED .SILL HEIGHT :N OT AIORE 7 H4:\' 44 ".
EXTERIOR WALLS:
E..YT'ER1OR WOOD .STUD WA LLS SHALL BE COV ERED ON THE OU TSIDE 117TH .44 TERL4 L S SPECIFI ED IN
CH. 14 OF 1. B. ('.
ALL I1E4 THER E.tPO.SED .SI. RI ;4 ('ES .SH.4 LL H.31 'E .4 if E.•1 THER- RE.W.STI F E B.4 RRI ER TO PROTECT THE
INTERIOR H ALL COF ERI.NG OF A HU--kt4.N" O('C('PAA
ANCHORED BRICK VENEER SHILL C'0:11PL }- FRITH THE PROVI OF CH. 14 OF I.B.C.
F E1EE'R SH_4LL SL-PPORT,N'O LOAD OTHER THAN ITS OFVV WEIGHT AND THE 1 ERTKAI DEAD L OF
EATER ABO)VE.
EGRESS.
A 0 I T GLU►I rbf AM t Aen ,t r e
SECTION w.
1: , Rf;.S.S 1.1 EVERY . Sl.l: t ! !.\ 0 RoO .V S11-11 1 H. t 1 11. 1:1 ( 11 .1 K OP OF J. .S'. F. THf' !111.N..Nrt7
(1E -IR Ol'l:A[Vo 11130,111 PLUEN'S10A .SHA1.I. BF 24' .111.N 1llf: alLN.. \f;7 (Lf;.4R OPE'.1LN'c; Fs7D711
ENE. RG Y CODE ( N E.
A11 JYh )1) t)/-* O 'O itP111.\ ('F (7 LV14 Tt' /O.N,'E 1
R ESIDENTIAL JNS1,1.4710).V .S(71EI)(.'LE r 11' (' !:ABLE 6 - i.
GL4ZfV; iGL•l11
000RS
(111.1% ; f AI ZTFl)
fALL
� ALL ZIT.
4 :411. .SL_ -(B ():4'
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ALL OPFA1V( ;S A.\ D .JOLNT.ti IN EXTERIOR 11'4LL.S SHALL BE SEALED. ('41 LKED OR WEATHER STRIPPED
7O LLVIT.411? LEAKAGE
ALL APPROVED I :APO ►R BI :•IRRIER SHALL BF. PRO)PE:'RLY INSTALLED IN ROOF, 1N' ENC'LO.SE_D RAF7F_R
SPA('ES. FORA D N HERE CE1LIA'G ARE APPLIED DIRE Y TO THE t VDERSIDE OF ROOF R
.4 LSO IN" FYTE:RIOR W=ILLS. l Sf. I 8.4RRIE R TOW LII'I.YG SPACE.
INSTA 6 -VIL BL -,4('K 1 LSQUEE.N' GROI AD C O; ER, L4PPED VA T JOI.N'T.S AN EATENDED UP TO
FOL :VDA TIO.N' II ALL (RF_C)1 SIRED A T AIJ. ('R.41 {7. SPA(TS),
.441, F..1TF.RIOR RA L I (;LAZING 1171.41. 1. BE DO -BL F. (;1..47- E1).4AD ('01JPLY W'I7 1 THE 2001 1 '.S. E.
.4 LL DUCK& PLE.V.11S. ENC'LO.SURE THROUGH OR A L ONG t?HEATED SPA (INCLUDING THOSE
FRONT GARAGE 1A ST4L.4TIO.N:S) SHALL BE THERkL4LLY l.'\:S't. "'LLATED EXCEPT T HO(.;.SE INSTALLED
BE T VEE\' WALLS OR IN .4 SPA ( 'E :N'OT ElFUSED TO OUT S1 DE AIR.
ALL F:1PO).SED IVSI .'L4TION AL4TERLU 1NCL U'DLVG F.A(IN'G .SI-VH VAPOR BARRIERS OR WEATHERED
PAPER SHOULD H4 F E FL.-1 VIE SPREAD - S IOKE DEVELOPED ELOPED RA TI'S'G SHO U'A' ON 25 OR LESS.
FIREPLACE:
d-LA:N'L-FAC'T( 'RED FIREPLACE AND ('H1. -V8EY. F'IREPLAC'E SHALL BE INSTALLED PER .tfANU'FACTLR£S
1.NSTRU('TION-S. AND THE TER.tf.S OF THEIR LISTINGS. FIREPLACE SHALL BE CERTIFIED AND LABVELED
FOR FIREPLACE TO BE GAS FIRED. DIRECT VENT STYLE.
FIREBLOCKING:
PROVIDE FM BLO CKIVG PER IRC' R602.8 .4.'1D DR4F TSTOPING PER IRC R502.11.
FLASHING:
FL4SH1A-(; .-LVD COUNTER FLASHING TO BE A11.N'. 26 GALGE CORROSION - RESISTANT. FALSHING TO
1.N'C L UDE rBUT NOT LLVITED TO):
.4. TOPS OF EXPOSED HORIZONTAL TRLW
B. WALL R(X)F INTERSEC'TION.S
C. TOPS OF ALL OPF.IVCY.S IN ElTER1OR IIALL5
D. EA VES. R4KES HIPS. VALLEYS.
E. B£T'IFEE:N' CON'CRETE SLAB _-I:'SD WOOD AL4 TERIAL AT EYTERIOR PORCHES A.'tD
LANDING TU R141 JOIST.
Garage & Carport:
OPENING BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH
I. SOLID W UOD DOORS NOT LE VS THAN 1 3 , 8 " IV THICKVEKS.
2. SOLID OR HO.VE}CO_t!B CORE STEEL DOORS A OT LESS TH_ V 1 3-8 THICKV&S.5
3. ?O) AUNCTE FIRE -RATED DOORS
IN (! ! Hf. ,. (;E.' -r. ! Ul �( 1. PENETRATING '
4R.A T NF N'91.L.S OR ('f:'11.1: \(, .SFf .- tXA71a'(; THE 1)W1,11.1A'(;
tROAI THE GAR.4GE SHALL BE ('O.N'STRIA'TED O FA .tll:' - N'O 2 6 GAGE SHEET .STEEL OR 07111R
APPROI'F.D .1T -i "1 ERL41.. -I \'D SHALL 114 l E -W) OPEr%1: (;.S' IATO THE (;.4 R4(;E. R3 09 21.1.
GUTTERS do DOWNSPOUTS.
G ('T7 F RS A.N'D DO ";N'SPO )l '7 S TO BE PRO 1 '1DFD A.S RF. Ql 'IRFD BY ( 'ODE. ALL
DR.4 \'.S .lfl -:ST BE' - 11GHI11.\'f:'1) .Sl:'P :1R -t TF'L }' .•i.S'1� L t:. !D 1_�IRf:'('f'I. ?' TO.1 PI'R(IF "I:'D 1�LS'( 'H�l R(;F..
HANDR.4ILS:
ff.1.�DR.911..5 SIIOt .'LD :�'c)f PRO )JET A-fo RE THAN 3 '. " PVTO THE REQUIRED S7'41R WIDTH AND Slot - -LD
11.4 IT A SPACE OF NOT LESS THAN I " BETWEE:N' HALL AND THE 114ADR411.
THE H.ANDGRIP PORTION OF IL411 DK41L SHO(;'L .TOT BE L ESS THAN I ., OR A10RE THAN 2 ' 1.\' ('ROSS
S'F. ('TION 41_ DIAtENSIO ),V.
Ha:N'DR41L S'HOUI. I14I E THEIR ENDS RETURNED OR SHOULD TER.1fIN',ATE L\' NEWEL POSTS OR.SAFETY
7ERAIL ALS.
LIGHTING:
RECESSED LIGHTING F1.47TURE.S SHALL BE 1. C. R4 TESD AND ENCLOSI. RE LINED WITH'_ " GW'B. TAPE AND
FIN I.S'H.
SAFETY GLAZING:
SAF'F.Tl' (;L.iZ.I.\ -*G TO ('O.N'FO TO I 'B(' '406 SA FF.TY" G.AL7, / V(-; IS: RF.QIRF.D AT T11 FOl.L oil IN'G
LO)CA71ONS:
.4. SW IA G DOORS
B. SLI'VDI N'G DOORS (OPER4BLE AND FIXED PANELS)
C. ALL GL4ZIIVG THA T O(,V I-- R.S UI HL: IN " OF FLOOR
D. ALL GLAZING THAT OC'C'URS R ITHLV 24 " OF A DOOR SIVING
E. .4LL GLZZING IN .SHOWER ENC'LOSl-RE A.K5E.tiBL1ES
SHOWERS:
SHOI*"ERES SHALL H.41 E .4 FLOW C'O,VTROL DE;7(.'E TO L14flT FLOH TO A AlAh' OF 2.5 GF.fI PER .SHOWER
HEAD.
THE.SHOifTR SURROU:NDS.ARE TO BE A SMOOTH. HARD AND NO:N:4B.SORBE.NT SL .VOT LESS THAN
"S " ABOVE DR41,N'B 1NLET.
SKYLIGHT:
.ALL SKYLIGHTS TO HAVE 1 _ " CURB .4. TO BE DOUBLE GLAZED PLASTIC (.4RC'RYLIC) TYPE W ' AIA V U'-
VAL 1,. OF 0.58.
SMOKE DETECTORS:
.SMOKE DEL7095 TO BE INWALLED INALL SLEEPING R00.41-5 AND .AT A POINT CENTRALLY LOCATESD 1.:V
.4 ILALL OR AREA PROVIDING ACCESS TO . SLEEPING ROOMALONG WITH DETECTORS CE.N'TR Y
L(X ATED ON ALL FLOORS HOT WIRED AND LVTERCUV.NECTED II" B.4TTERY BACK -L'P. t }IRIVG SHALL
BE PER?ILI E:NT AND IfITH01.7 .4 DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR
O y ERC URRE:' T PROTEC'7'IO,N'.
VENTIL.4 TION:
WHOLE H01,NE I ENTIL4TIO.N. PROVIDE 6" DU OUTDOOR AIR I.N'LET. INLET DUCT TO BE EQUIPPED
117TH -4 24 HOUR C'L(K A TLVER .IN"D D.4A.iPER REGCLI T1-VG AIR FLOW TO 55 T0 CTAI SY :STEU SHALL
BE CAP.48LE OF PRO VIDINCY .35 :AIR CHANGES PF.R HOUR. Bl TNOT I.ESS THAN 15 CUBIC FEET PER
.811NU TE PER BEDRO0Af PL U:S A NID ADDITIO AL 15 ( 't 'BI(.' FEET PER .WINUTE
.SOURCE SPECIFIC F-IWA L'ST I T7u;N PROVIDE SOURCE SPECIFIC EXIL4 UST VENTILATION IN
E4CW KITC'HE . B.ATHRROW. WATER CLOSET. LAI - 'N'DRY ROOM SPA, AND OTHER R`(X)A S WHERE E.NC'ESS
WATER 1.;4POR UR C'(X)KI:\G ODOR 1S PRODL'(-'ED. );OLRC'E SPECIFIC* EhIL4L'ST SHALL BE C *O.N'TROLLE:D
BY AL4A t -iL SNU('HES. DEHU NUD1.ST..A7S. TLVIERS. OR OTHER APPROF ED AIE 4: \S
SECTION wv
1 'EA T DRYER. 8.4111 F:4.13'..4:N'D
11 7711B.4('K1)R,4h'7'D.4:1fPF.R\' ALL.S(f'!!.} 1�1.'('7al.ti lI1F '('0�.1'1)!1'tc).�1'1).�P.1('E .tit!.= lLL13L'IA'S(.'LAIA - 1)
1'O.4 MIN, OF R - 8.
E.Ylf.41 :S!'D(('1.SIlIN-c;.51lA1.1_ Bl:'PEk T:4BLE'.1 -2r1h K:•1.5111.\( ;TO.N'.51.9lf:' i''1:'. till .a1.:111ua.•i.1"h1.4'1�Ox)R
AIR QUALITY
JA R0011.S :VOT PRO I IDED Ii l l f l .4 .N OP£R.1 !3!. F. 11'1.V 1 X F1' OF I - 3 &F OR '.41.
VENT ILA SEVEAf. CAPABLE OF' PRO17DI.N'C; i .AIR ('1 /.4.5'(;E.S PER 11R. S11-ILL BE PROVIDED.
I)RYF.R ,W1)I.S77!RF. F.XH.4I :ST DU('T ,SN41.1 N07 F V('EFD A TOTAL. OF ('OafBINF.D HORIZ A ND VF.RT
F. FFF.C'T1 VF LF..N'(;TH OF' 14'.
CR.4WLSPACE VENTILATION OPE.VL'1'(;SSH4LL PRO1'11)E CROSS 6'l:'NTII ENTS ON AT LE.4ST TWO
OPPOSITE, SIDES .4 ND BE PLACED A.S ('I. ( ) SE TO ( 'ORNER.S AS PR(X 'Tl(AL
7111:' OPf:-VI :V(;S FORA ITA' .AND ('R.4 P1Z.SPA( '1:' SHALL BE ('O1 "F'RE'D 141711('ORRO:SI0:N'- RE.SSIS'I'ANI' W'1RE
M ESH If'ITH AYESt! OPF..NYAUS OF 1 N - TO "4
I#A TER HE 4 TER A 1YD FURNA CE:
EACH DI ELLING U NIT BE PROVIDED IiITH HE:. 4TING F.A(7LI TIES CAPABLEOF AL4IV7:4INING .
DEGREES F ATA POINT 3 FEET.ABO THE FL OOR [W 11A BnABLE ROOAf.S WHEN THE OUTSIDE
TE A1PF,R4 TURF. LS ,AS SET FORTH IN SECTIOA! 30'. W.V. E.
ALL W ARM AIR FURNACES ,SHALL BE L ISTED AAD LABELED BY AN APPRO F'ED AGENCY AND 1 N ST.ALLED
70 LISTED SPECIFICATlo.,VS.
APPLIANCES INSSIALLE:'D IN GARAGES OR O7 HE'R ARt:AS WHERE THEY AIAY" BE SUBJECTED TO
rt1E(WANIC'AL DAAL4GE SHALL BE S1,4T4BLY G1,.-IRDED AGAI NSST .SUCH D.AIVIAGE BY BEING IVS7:ALLED
BEHIND PROTECTIVE E BARRIERS O6X POST OR 6 - CONC . CURB) OR BY BEING ELEVATED OR LOX ATED
OUT OF THE rN'O)RA'LAL PATH OF 1 'EHIC'LE.S.
H:A TRER HEATER S'H4LL BE .SEISAflC ALLY .STRAPPED AT A POINT 07THA THE UPPER L3" AND THE
LOWER i 3 OF 17:5 YERTic.4t DIME:\ -SIO.V THE LOKERF. STRAP SHALL BE NOT LESS THA 4 - .4 BOF'E
THE CONTROLS.
W.ATF.R HF4TF_R PRESSURE RELIF,F V4 T, TO DR4LV BY GRA F7TY TO F.XT'F_RIOR (UP(' 60X3)
WATER IIEARERS PER ASHR4E LOA -n0.
HUT AND COLD W4 TER HEATER PIPES I.\' THE GARAGE SHOULD BE I•N:SULLATED WITH .ttIV R- 31NSU'L
WITH .A FLI AIE SPREAD OF 25 OR LESS.
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§1 PLAN
DETAILS
rRO.EGT
N&O NEW RE51DENCE
12228 48TH AVE 5
TUKN I LA, WA
NAN& ENGINEERING, INO.
14135 168TH AVE. NE.
WOODINVILLE, YVA. 48012
TEL/FAX: (425MOq-042-T
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STRUCTURAL_ GENERAL NOTES
CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL
RESIDENTIAL CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
DESIGN LOADS. SNOW 25 PSF
FLOOR LIVE LOAD 40 PSF (30 PSF BEDROOM)
DECK LIVE LOAD 40 PSF
BALCONY LIVE LOAD 60 PSF
WIND 85 MPH, EXPOSURE B
SEISMIC DESIGN CATAGORY D
FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18"
BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF
(ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND
SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH
TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL.
CONCRETE. CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR
THE ELEMENT EXPOSED TO THE WEATHER. AND THE GARAGE FLOOR SLAB, AND (2) 2,500 PSI
FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5
SACKS /CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 /z ". CONCRETE
EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY
VOLUME OF CONCRETE) SHALL BE 5 -7 %. MIXING SHALL BE PER SECTION 1905 OF IBC.
REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED
WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS
AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -0" EACH DIRECTION
OR BY LAPPING REINFORCING 2' -0" AROUND CORNER. WELDING OR TACK WELDING OF
REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE
SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY
PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE
AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS
MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED
TRANSVERSELY FARTHER APART THAN 6 ". WELDED OR MECHCNICAL CONNECTIONS SHALL
DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE
FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
EXPOSED TO EARTH OR WEA THER:
#6 BARS AND LARGER 2"
#5 BARS AND SMALLER 1 112"
NOT EXPOSED TO WEA THER OR IN CONTACT WI TH THE GROUND:
SLABS. WALLS 3/4"
ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A -307 OR AS SHOWN ON THE DRAWINGS.
ALL ANCHOR BOLTS SHALL BE 518" DIAMETER J BOLTS W13 "x3 "x114" PLATE WASHERS. 7" MINIMUM
EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE
(UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2
BOLTS PER SILL PLATE PIECE.
NAILING ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN
COMPIANCE WITH TABLE R602.3(1) I.R. C. UNO.
LU LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 21NCHES
NOMINAL TO BE D.F. #2 FOR BEAMS, AND #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH
CONCRETE TO BE PRESSURE TREATED.
PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND
SEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED,
SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE
ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
GLUED - LAMINATED BEAMS: ALL GLU -LAM BEAMS TO BE OF DOUGLAS FIR COAST REGION K1L1V
DRIED, NDS COMBINATION 24F -V4 1.8 E (Fb =2,400 PSI, Fv =240 PSI) FOR SIMPLE SPAN AND 24F -V8
1.8E (Fb =2, 400 PSI, Fv=240 PSI) FOR CONTINUOUS AND CNATILEVERED BEAMS, UNO. USE
WATERPROOF GLUE THROUGHOUT LAMIMATED MEMBER TO CONFORM TO Al TC STANDARDS
917, BE A1TC CERTIFIED, AND BEAR AN AITC IDENTIFICATION MARK. CAMBER ALL GLU
LAMINATED BEAMS TO 2.000' RADIUS UNLESS SHOWN OTHERWISE.
PRE - ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR
EXCEED Fb =2, 900 PSI, Fv = 285 PSI, Fc11= 2,900 PSI, Fc1 =650PS1, AND E =2.0 E, UNO.
JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY
TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS.
ROOF FLOOR AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX
PLYWOOD OR O.S.B. (2) ROOF SHEATHING TO BE 112 INCH, SPAN RATING 32116, FLOOR
SHEATHINGS TO BE 314 INCH MIN. T &G, SPAN RATING 48124, AND EXTERIOR WALL SHEATHING TO
BE 112 INCH, SPAN RATING 2410., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT
6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC.. UNO. (4) ROOF AND
FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO
SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN
APPROVED ADHESIVE.
HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO.
TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE 1S INTERRUPTED BY HEADER, HEADER
SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24
CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD
WALLS SHALL BE 2x6 STUDS @ 16" OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 VAIN
STUDS @ 16" OC MAX.. UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE
BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH
W1 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN
PLANS SHALL BE (2)2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR
OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6)
ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED
COLUMNS TOGETHER W/ 16d FACE NAILS @ 12" OC MAX. (7) SPIKE LAMINATED 2 -2x COLUMN
FOR HOLDOWN W1 16d FACE NAILS a@ 4" OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT
EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE
EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A
MIN. 1 " PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE
TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL.
HORIZONTAL DIAPHRAGM SCHEDULE a \On: 1
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CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND
CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR
THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3)
CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS
NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR
INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL
SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC
WORKING CONDITIONS AT THE SIT AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE
OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
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CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND
CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR
THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3)
CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS
NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR
INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL
SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC
WORKING CONDITIONS AT THE SIT AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE
OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
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SLOPE
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1 1/7'0
MIN
1 114' TO ?'
led1ND OR OVAL
HANDRAIL
9 WA
(
STRINGERS
FIRE BL ='G I MIDSPAN * • WALL
AI." STRINGER BETNEEN STUDS
AND AT TOP AND BoTTM OF
STAIRS
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OF DRAIN RApC OWED
W/ FlL78t FABRIG
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MIN r ABV SEASMAI
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Nor S: 7 W DR WELLS SHALL BE IlkST'ALLED. SPACING 21E TAM 544U BE A MIN OF 4'.
A MIN OF 5' SETB&X S44U BE P WhTAINO TY LIRE* AND ANY PART OF A DRYWEL L
DR*(NE DETAIL K , s .
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ROOF VENT (RV)
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(MU TV
F` �) ATTIC VENTIL ATION:
ion
CJIi (W4L1. TO
4W- moow)
rM W. Fr. . 4.30 So. FT
VENTILA710V RWD TOTAL
4.30 SO. FT./ 2 • 2.15 SQ. FT. VENT.
RWD 3' A80VE EAVES
VENT AREA OF ONE 22" OCTAGON G48LE
VENT AREA a 54 SO. IN. (38 SF)
ROOF VENT7, UNIT AREA a .35 SO. FT.
(2.15- .3W)/.35 = 4.0 VENTS RWD
2" DIA EAVE VENT AREA = 3.14 So. IN.
2.1504413.14 a 98.6 EAVE VENTS RWD
PROVIDE 2 VENTS AT EVERY OTHER
RAFTER (TRUSS) SPACE
FL J51
PER A
5NEAR WALL
EDGE NAILING
P2 -3 SNEAK
PER PLAN
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PLAN
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cot.
542
_ .._ __....� � � � . -� mow. �._.. _ _'1�' _ - .�. _ ._ _ .,.��- u_ mow. � . _ ..� - � -. r� .,�+.� ....�• T... �- �__ -�� +V'�.! �- w _ _�.�w ��. +.�.� + -. � -
-
`J
r
LEGEND
Concrete Monument in Case
Monument
Bronze plug
X Tack in Lead or Nail & Disk
O set rebar w /cop #23604
Q Found pipe or rebar
2.3'
i --0.3' J, 3
LEGAL DESCRIPTION
LOTS 12 AND 13, BLOCK 7, ALLENTOWN ADDITION,
ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF
KING COUNTY, WASHINGTON.
west end wood fence is
2.1' east & 0.1' north
of set rebar w /cap
r
DETAIZ '�4
nts
Location sewer
connection clean —outs
for ad join ier to south
I 0.5'
0.9 =---+
I
07
t >
� Q
I �
c
� N
I �
40 0
wood fence
14
NOTE:
Field data for this survey was obtained by
direct field measurements. Angular and linear
relationships were measured with a six second
theodolite and electronic distance measuring
NE
device, supplemented by a steel tape.
REFERENCES:
Plat
of Allentown, Vol. 12/100
ROS
Vol.
79 -286
ROS
Vol.
136/16
ROS
Vol.
155/05
ROS
Vol.
159/101
ROS
Vol.
129/48
ROS
Vol.
102/238
Meridian per plat
GRAPHIC SCALE
20 40 do
I
Set nail in osphal
SBQ
( IN FEET )
1 inch = 40 ft.
r
- - ----- ----- - -- -
1022.93' meos. 1022.95' Plat 1023.00' King County
N89'17'24 "W Basis of Bearing (Plot)
Sou 124th Street
Found brass pin in concrete
in case
4/1 8/05
RECORDER'S CERTIFICATE
PILED FOR RECORD THIS ____DAY OF .ZO_ _._
AT _—.M. IN POOK OF
AT THE REQUEST OF 1 --�P -,- r - . -, -- • : ff _ . r -
i
MGR
SHPT. OF RECORDS
i
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Found 1-1/2"' a lum 25' +
I + r I
disk w /punch mark + +
in concrete in case t
4/18/05
1 I
25'
i
i
ui
I '
a)
>
Q
t - C
f
+ r
' 25'
O
M Sou th 124th Street
500.00' Plat (Held)
LAND SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE
WITH THE REQUIREMENTS OF THE, SURVEY J?ECORDING
ACT 4T - #lE IRE r / 3T OF � �" i _,
PROFESSIONAL LAD SURVEYOR L. S. NO. DA TE
SE Sec. 10 T. 4
Set nail in osphol
west end wood fence is
0.3' south & 0.3' east
of set rebar w /cap
.;.N. Buitaers
14 310 4th Ave. S.\.%/.
Burien, WA
W.M.
1>045. Olot
s
•
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co
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fi t t . J -; =
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fit
SCHROETER LAND SURVEYING SL'RVEY FOR:
PROFESSIONAL LAND SURVEYORS
PD. Box 813, Seahurst, WckshkVton 98062 (206) 242 -662: FAX (206)243 --9679
PROJECT NO. 07104
J08 N0. 513/30
SEC.
SE 10 -23 -4
DATE FIELD 6 / 2 /0 7
OWN BY ta''"
CHKO.
BY
DATE 6/4/07
SCALE 1- = 40=
I
SHEET
1 OF 1
N. R 23 E.
pr
File: D05 -0081
35mm Drawing
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Driveway Area= 16 +0 + +13.54.75=286.6 sf
l 5=X(20'x30') =300 sf
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