2007, 01-30 Permit App: 07000385 ResidenceSt okane
Valley
Community Development
.de ;7, HL 1-4�.
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 9920
(509)888-0036 FAX: (509)648
wwqfp#anevallev.org.com
anevallev.org.com
JAN 3 '007
D 11
Residential Constru
Permit Application
PERMIT NUMBER:
PERMIT FEE:
ew Construction ❑ Accessory Bldg
b Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS /' q O S . ,4 / K
ASSESSORS PARCEL NO: t-{'S j 44 >. d "� L2Z, LEGAL DESCRIPTION: l- /11 1? j- 7L rcJi /k /`/ jv
Building owner
Name:
Address: 2 C� Z ti`. S �i I i +1c, A IZc/
City: SFe c,rL( .» V Zip: G z_ti
Phone: ci 2'i - 6C C ., Fax: q Z (c - ` t� ti �>
Contact Person
Name: Mac ,v,•
Phone: Z I - yCl -Z y
Describe the scope of work in detail:
C. Neu S
Contractor
Name:
Address:
City: Zip:
Phone: Fax:
Lic No: Exp. Date:
City Business Lic No:
Cost of Project:
$ 70,ck:(
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable) * * * * * * * * * * * * * * **
HEIGHT TO PEAK: I
?-4
DIMENSIONS: (r!
3 S' I
# OF STORIES:
TOT ITABLE SP
2-g l�.
MAIN FLOOR TO SQ.
FTG:
� 1/LS
2 "D FLOOR SQ. FTG:'
U
UNFIN BASEMENT SQ. FTG:
134-/ 7 ( 2 7
IMPERVIOUS SURFACE
AREA:
Nn
FINISHED BASEMENT
SQ. FTG: 0
GARAGE SQ. FTG: r
[7
DECK/COV. PATIO SQ. FTG:
je /') 0
30% SLOPES ON
PROPERTY: ,V /i
# OF BEDROOMS: .3
niGri e1MFp
CONSTRUCTION TYPE:
SFr .
HEAT SOURCE:
Aic>i-v�i -c>, I 6c,, Fi: nie=ce
SEWER OR SEPTIC?
S h e f
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is /will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN #:
Date
Authorized Signature:
REVISED 8/25/2005
i/z /c'7
❑ Other
.
mss: ' � Permit Center
• - Spokane 11707 E Sprague Ave,Suite 106 PERMIT NUMBER
.000Valley Spok Valley,WA
(509)688-0036 ane FAX:(509)99206 688-0037
Community Development www.spokanevallev.ora.cont PERMIT FEE:
Mechanical Permit Application ❑ Commercial iResidential
SITE ADDRESS l 20 S- 1', A-1 F-i L--✓t
Building owner
Name: D;cvvvq.)/I j [Zoe IL' 6:D A S,t. Phone: 92...j•_-_.L9,_, _(.2C 1C N Fax ct"Zi- �•
Address: Z(4c2_ A) S ,J 1I i VC:✓\ eil City 5 p i. vtQ vi y State ( )A. Zip 99 Z it.
Contractor
Name: C.o Ant-1-26.-r 1- (Q 4t -ret I Phone: Fax:
Address: City State Zip
License No: City Business License No:
Contact"
Name:
Phone:
DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT
1 FUEL BURNING APPLIANCE Equal to or less than 100,000 I X $12.00 = i i-
2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 =
3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 =
4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 =
5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 =
6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 =
7 BOILER/REFRIGERATION 1-100M BTU X $12.00 =
8 BOILER/REFRIGERATION 101-500M BTU X $20.00 =
9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 =
10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 =
11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 =
12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00' =
13 RANGE X $10.00 =
14 DRYER
X $10.00 = 1.0
15 FUEL BURNING WATER HEATER I X $10.00 = Io
16 MISC.FUEL BURNING APPLIANCE X $10.00 =
17 GAS PIPING(each outlet) Z X $1.00 = 'Z
18 DUCT SYSTEMS I X $10.00 = [tJ
19 VENTILATING FANS 3 X $10.00 = 3 tI _
20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 =
21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 =
22 EVAPORATIVE COOLERS X $10.00 =
23 TYPE I HOOD X _ $50.00 =
24 TYPE II HOOD I X $10.00 = I C)
25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 =
26 AIR CONDITIONER 3-15 TON X $20.00 =
27 AIR CONDITIONER 15-30 TON X $25.00 =
28 AIR CONDITIONER 30-50 TON X $35.00 =
29 AIR CONDITIONER More than 50 TON X $60.00 =
30 LPG STORAGE TANK X $10.00 =
31 WOOD OR PELLET STOVE/INSERT X $10.00 =
32 WOOD STOVE-FREE STANDING X $25.00 =
33 REPAIR&ADDITIONS X $15.00 = _
34 VENTILATION SYSTEMS X $12.00 =
35 VENTILATION MECHANICAL EXHAUST X $12.00 =
36 INCINERATOR-RESIDENCE X $19.00 =
37 INCINERATOR-COMMERCIAL X $22.00 =
METHOD OF PAYMENT: SUBTOTAL ?y
['CASH 1:1 CHECK ❑VISA ❑MC DATE: PROCESSING FEE
$35.00
CARD#: EXPIRES. TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE: 2evisuo 806i05
6f
Permit Center
r , Spokane 11707 E Sprague Ave,Suite 106
\,,7 I1 Y Spokane Valley,WA 99206 PERMIT NUMBER:
(509)688-0036 FAX:(509)688-0037
Community Development www spokanevallcy ore corn PERMIT FEE:
Plumbing Permit Application ❑ Commercial
,Residential
SITE ADDRESS I Li C10 S l le-, L,,,
Building owner
Name. 1;`∎a viAcAACj
?-0(2-K 6-,1,2S IT Phone: 9 Z6j-yc Fax el Fax q�6" 't;1L1 c'/
Address: 2602 /1) SviIivC.4 2d City Sp-rcvdle ViT State tA- Zip CC12//>
Contractor
Name: Iti\, V--P_ 4' So AS PIvviA le/149 Phone: Fax:
Address: City State Zip
License No: City Business License No:
Contact
Name: Phone:
DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT
1 TOILETS WATER CLOSET,BIDETS ._ X $6.00 = 1 Z
2 URINALS
X $6.00 =
3 TUBS
X $6.00 = I 1
4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 =
LAVS/BASINS,BAR,FLOOR,KITCHEN,
5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, 3 X $6.00 = /
X-RAY,FOOD,PREP/CULINARY MEAT _
6 DISHWASHER X $6.00 = (p
7 CLOTHES WASHER _ I X $6.00 = 6
8 GARBAGE DISPOSAL X $6.00 =
9 WATER SOFTENER X $6.00 =
10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 =
11 FLOOR DRAINS AREA,CASE,COIL,TRENCH,CONDENSATE X $6.00 =
ROOF DRAINS/OVERFLOW —
12 DRAINS X $6.00 =
13 FOUNTAINS,DRINKING X $6.00 =
WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR,
f 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 =
15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 =
ICE AN/OR COFFEE MAKER,HOSE BIB,
16 WATER USING DEVICE STEAMER X $6.00 =
PROOFER,CARBONATOR,SWAMP COOLER
VACUUM BREAKER,CHECK VALVE,
17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS,TANKS,BOILERS X $6 00 =
GREASE TRAP,SAND TRAP,
18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 =
19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 =
MISCELLANEOUS PLUMBING
20 FIXTURE X $6.00 =
21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00
INDUSTRIAL WASTE -
=
22 INTERCEPTOR X $15.00 =
SUBTOTAL
METHOD OF PAYMENT: /67
PROCESSING FEE
❑ CASH �c'
❑ CHECK ❑ VISA ❑ MASTERCARD $35.00
DATE: EXPIRES: TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
Project Number: 07000385 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/8/2007 Page 1 of 3
Project Information:
Permit Use: SFR W /ATT GAR
Setbacks: Front 25 Left: 25 Right: 5 Rear: 23
Site Information:
Plat Key:
Name: Range
Contact: DIAMOND ROCK CONSTRUCTION
Address: 2602 N SULLIVAN
C - S - Z: SPOKANE VALLEY, WA 99216
Phone: (509) 924 -8964
Group Name:
Project Name:
District: East
Parcel Number: 45144.0522 Block:
SiteAddress: 14905 E ALKI LN
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Lot:
Owner: Name: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN
SPOKANE VALLEY, WA 99216
Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
MMM
Review
Building Plan Review
Released By:
Originally Released: 2/8/2007 By: TMELB
Landuse /Zoning/HE Conditions
Sewer Review
IU
Released By: ,
Released By:
Permits:
Operator: JD Printed By: JD Print Date: 2/8/2007
Project Number: 07000385 Inv: 1 Application Date: 2/8/2007 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509)924-8964
SPOKANE VALLEY WA 99216
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB 1,429 $130,553.44 1,429 $130,553.44
BASEMENT U R-3 VB 1,429 $21,435.00 1,429 $21,435.00
DECK OPEN R-3 VB 170 $2,550.00 170 $2,550.00
GARAGE U-1 VB 426 $8,094.00 426 $8,094.00
Totals: 3,454 $162,632.44 3,454 $162,632.44
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,346.55
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $538.62
Permit Total Fees: $1,889.67
Mechanical Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509)924-8964
SPOKANE VALLEY WA 99216
Item Description Units Unit Desc Fee Amount
DUCT SYSTEMS 1 NUMBER OF $10.00
GAS WATER HEATER 1 NUMBER OF $10.00
GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00
GAS PIPING 2 #OF UNITS $2.00
VENTILATING FANS 3 NUMBER OF $30.00
CLOTHES DRYER 1 NUMBER OF $10.00
HOOD-TYPE II 1 NUMBER OF $10.00
Permit Total Fees: $84.00
Operator: JD Printed By: JD Print Date: 2/8/2007
Project Number: 07000385 Inv: I Application Date: 2/8/2007 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Plumbing Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509)924-8964
SPOKANE VALLEY WA 99216
Item Description Units Unit Desc Fee Amount
TOILETSBIDETS 2 NUMBER OF $12.00
SINKS 3 NUMBER OF $18.00
TUBS 2 NUMBER OF $12.00
DISH WASHERS 1 NUMBER OF $6.00
CLOTHES WASHER 1 NUMBER OF $6.00
MISCELLANEOUS FIXTURES 2 NUMBER OF $12.00
Permit Total Fees: $66.00
Notes: �ti..� . . .ti x a,00 ., . aA A Ate:_ ,AA:,..
NW corner of Progress and Sprague(parent Parcel No.45144.2145)IS NOT ALLOWED ANY
individual freestanding or monument signs for Tract A-E of BSP-03-04. See project No. 05-001343 for
multi-business complex sign. (4-26-05)KK
Payment Summary: m,
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $1,889.67 $1,889.67 $0.00 $1,889.67
Mechanical Permit $84.00 $84.00 $0.00 $84.00
Plumbing Permit $66.00 $66.00 $0.00 $66.00
$2,039.67 $2,039.67 $0.00 $2,039.67
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance 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 code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD Print Date: 2/8/2007
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING DIVISION
ADMINISTRATIVE EXCEPTION
SUBMITTAL CHECKLIST
THE PLANNING DIVISION WILL BE UNABLE TO ACCEPT YOUR APPLICATION IF YOU FAIL
TO PROVIDE ALL THE FOLLOWING REQUIRED MATERIAL.
COMPLETED APPLICATION FORM
PLICATION FEE 3"i
4-01
( ❑ SITE PLAN:
Submit one (1) 8'/2 inch by 11 inch copy with all the following information indicated:
a. Scale of drawing (eg: 1 " =20' or 1 " =50')
b. North arrow
c. Site area, showing property boundaries and dimensions (if a yard variance application, the
drawings must be properly dimensioned to show Code standard and comparable, proposed
dimension)
d. Location of existing buildings /structures, septic tanks, drainfields, wells or other improvements
showing dimensions and distance to property boundaries
e. Location of proposed buildings /structures (including exterior decks and balconies) showing
dimensions nd distance to pr, perty boundaries
ru,c
•
Administrative Exception Application Page 1 of 4
Revised July 19, 2006
4
*fie
Walley
CITY OF SPOKANE VALLEY
Community Development Department
Planning Division
11707 East Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Tel: (509) 688 -0197
Fax: (509) 921 -1008
planning @spokanevailev.orq
(For Staff Use Only)
DATE SUBMITTED: < < .310101" RECEEIIVED BY: m `Z,
FILE NUMBER: c\'—o\ — 'C
Pius #:
O'k0GCO2q)7D
REQUIRED FEE: lit C)<C)C)
ADMINISTRATIVE EXCEPTION
PART I
APPLICANT: i vv c;,Ad Zoe (0,4s
MAILING ADDRESS: 26 07. /1/ S u )1 r UCI
CITY: J (Do TGl in e V
PHONE: (HOME) (woRK)
STATE: k) A
0121 -it-q c(
ZIP: 9C9 z/to
(CELL) Z 1 Z q
NOTE: IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FROM THE LEGAL OWNER BELOW
LEGAL OWNER: 1--)1'0% 44-6 y1 C1 ILOC e ('A S'
MAILING ADDRESS:
CITY: STATE: ZIP:
PHONE: (HOME) /�� `j�J�_ (WORK) (CELL) [� ^
TAX PARCEL No:`" 514 •0S 9/) STREET ADDRESS OF SITE: 1 41 / 0 5 , !'I' 1 K; L y►
LEGAL DESCRIPTION: L- 'f /j 6) K 1,
SECTION(S) TOWNSHIP
RANGE
ZONING CLASSIFICATION: COMPREHENSIVE PLAN CATEGORY:
TYPE OF ADMINISTRATIVE EXCEPTION REQUESTED: F lei ✓i S / /"8•Q 7L
S- etbcic 1�
S'7 k )arc/
EXPLAIN REASON FOR REQUEST: 13e CCU LtS e lo + n Ii 5 Ci c)rd'e r f'6 S Pwtn f
i f t Les i 4- Impo5Si6ie -) 7 '7 +14 LtoLS.e U"
lo+: W; 1. 0, 10% £ xcep +roi '-1 i‘ci.3e tv 1I he h %e ,
APPLICABLE SECTION(S) OF ZONING CODE:
Administrative Exception Application Page 2 of 4
Revised July 19, 2006
PART II
LEGAL OWNER SIGNATURE
(Signature of legal owner or representative as authorized by legal owner)
Cat l ( apo , (print name) SWEAR OR AFFIRM THAT THE
ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED
FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR IF NOT THE OWNER, ATTACHED
HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON
HIS/HER BEHALF.
ADDRESS: `ZG.o Z iv. S'„ /k1rciy%
5'FO v 1 it
(City)
(State)
(Signature)
PHONE: 9 Z-`/ 6q (0 `-f
ZIP: Cl'`(2I
1 / '36 /07
(Date)
STATE OF WASHINGTON ) ss:
COUNTY OF SPOKANE )
SUBSCRIBED AND SWORN to before me this
NOTARY SEAL
NOTARY
(For Part II above)
30
day of
, 20 07
NOTARY `MATURE
Notary Public in and for the State of Washington
Residing at: S lck*F-113 %J A-4-c. tl
My appointment expires: S — C.
Administrative Exception Application
Revised July 19, 2006
Page 3 of 4
PART III
DETERMINATION
File No: ADE- f' 1 - 'Di
The Department of Community Development finds that the information provided by the applicant and required
compliance with the City of Spokane Valley Zoning Code and all other development regulations, does / does not
adverse affect on the adjacent properties nor the public's general health, safety and welfare.
The Department of Community Development approves / denies this "Administrative Exemption" as conditioned
below, for the property described in Part 1, pursuant to Sections 14.506.000 and 14.506.020 of the Zoning Code.
This administrative exception is subject to the following conditions of approval:
1) This administrative decision shall apply to the subject property indefinitely and may be transferred to future
property owners, heirs or any successor in interest to the property subject to the conditions of approval
contained herein.
2) The applicant and property owner shall comply with all requirements and regulations of the Zoning Code.
3) The applicant shall comply with all applicable development regulations and standards.
4) The applicant and property owner shall comply with the following additional conditions:
f d -
a V -! tP2 C ,
Y approved day 'L- Jf l-� ! I �
This administrativ exce n is h reb a roved this da of w . -.?�, ,�. , 20 DI
I
Approved by: it -4 - It C ALL Title: i t i�
Under Section 14.412.041 of the City Zoning Code, any person aggrieved by this administrative determination has
the right to appeal this administrative decision to the City of Spokane Valley Hearing Examiner. An appeal must
be filed by submitting the appropriate appeal application together with the required fee to the Department of
Community Development Current Planning, within fourteen (14) calendar days after the decision is issued. Upon
receipt of a complete appeal application, a public hearing will be scheduled.
For information or questions, please call (509) 688 -0197
Administrative Exception Application
Revised July 19, 2006
Page 4 of 4
ScT 1/y" -51
3 r� fact I I o kJ
Lct
11q05 . 41 K i t\
PLANNING DEPT. APPROVED
BY
DATE: *70-7
I
WALL CONSTRUCTION
FIG
R611.7(3)
NO.4 CONTINUOUS BAR FIG MIDDLE OF SPAN, A.
R611.7(4) NOT REQUIRING STIRRUPS
AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3),
SECTION R611.7.1 R611.7(4), R611.7(5), OR R611.7(8)
TOP OF WALL STORY '611 7(6) LINTEL REINFORCEMENT
-x117(7 AS REQUIRED
E --I--- — —F — ---A
_
Z co —LINTEL
.', ♦ — — --I---
I
z7
,/�
/
/%i/ ////
//// ///
ii/
L<2' (0.61 m) 24" L >_ 2' (0.61 m) _24"
L
;0.6 m; '0.6 m,
I
I
P REINFORCEMENT
WALL REINFORCEMENT AS REQUIRED PER
AS REQUIRED TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN.MIN.
2.5 IN.MAX._ `4 T-
• A A 111 ■I1
—L 111111 I ■■I
•■I ail NO.4 BAR LINTEL
mMill u■1 NM REINFORCEMENT REQUIRED •
■■I ■■1
SEE TABLE R611.7(2), ■■I ■l1
R611.7(3),R611.7(8), d 111 O�= MINIMUM NO.3 STIRRUP
R611.7(9)OR R611.7(10). D ��; ��� AS REQUIRED
EEO MEI
ME ■•1
EMI MEI
EM m ism INSULATING FORM
EMI MEI
■■I ■■,
EMI ■■I
!Ii ME1
1.5 IN.MIN.
2.5 IN.MAX. HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
For SI: 1 inch=25.4 mm.
NOTE:Section cut through flat wall.
I FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS
186 2003 INTERNATIONAL RESIDENTIAL CODE®
Reinforcement for openings in plain concrete
2) #5 rebar
o extend 24 -- .
.nches beyond
opening. i (2) #5 re.ar to extend
beyond op=ping. Doorways
do not re•uire rebar in
• i
°• j ! i in bottom of opening.
d s
1 �
1909.6.3 Openings in walls.Not less than two No. 5 bars shall be provided around
window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond
the corners of openings.
* All openings for windows and doors in structural plain concrete walls must be
bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of
the wall, the bars must be placed on all four sides of the opening. For openings
extending to the bottom of the wall, the bars are only necessary along the sides and
top. To provide continuity at the corners of the openings,the bars must extend 24
inches (610 mm) past the corners. These extensions should occur at all four corners
of an opening not extending to the bottom of the wall, and at the two top corners for
other openings.
- ,
• .
lit .
.z.co.
.
0 y,my ,...i
47.4,-FLI.f.?T'4",;: 1 <
. : •
lerge..•,,.- . .:4?": < >
to
Z U-I
411 -.
•
0 -I
Ca 11.1-• '.CO'6•..-f•--1 i-
..... •Cl.' 0-65 O.d-:
- co.0 g Air 1.c La-La Z;
co Ca. •
,,T,:a.1 :0:•" .0..*•Z >•-=•4C. ui 0
;',.c. •;. ii. 92 ••'?'.'- •I3.,:: u)
r.),.r.:).25--- 4,..---
Z IA :...:Z.0.crl.... - z ‹. ' •
th ..... , •
X. .. .• ...wo-M:.?•." c:>• •...t.".... .;z.,•
,...i,-..,,..-•; 4:-;"--•:szi"R•I'',71-.=. "..• Ir.-::-. •.1-. %": 1:' 0*:'• :•-;*P -5
1.., .:..-2...-...:1-,.,„ 0.,..-:•:.:
0 "af.:.?••, •
a)
. .1r'0.:,•:-,':-:-.1;-*- -
Li_ :1.4-.7..
c.)
cz •
cO . .: . . .
- •• . co
CL.
C • , ..
.--r-r--.......r--, -• •:•- - • - •.•••••• ••'• .• • '•' • •''''' ::j':' .. :. :': : ..I'V''.:;7*.%,•-•A'-c <
0 <
"CI
.6 * '."71..•••••1.4 '•'•1•777.i.'.-.,..-.....,:-.•;:... .".....":::. .i,f13.:::::;:::-".,..."..1-.:`..;::;:*;.:T.. .'?.-;-.:'..:....... ..:,i•••''.. . cn,f..17'..,tilt......,,,,,,a1.k t
''''' F 1 I C:7:2,:-•3.:.''-"••:'•••-21. ••:.-.;.......,•.::2-.-;::........::;:::,..:;1-1.::,::: :,,,t:.: -:,,,`.-.4.,::.i•I.-'...T.r6Atrt:
•.0 .. '• • • -."4 .
.. .. . _ . . . . . . . . . . . . .1. .. . .„..-=.•-...--:-.. ..7
•C ... %.:..,..,•Z•.?• Z.:7'4 .
4.. t,:l.'..•,:r• . ,0i. •••]-.74
*....■ •••--IA..::=":'••• ' 1:10k:". z; rj...4.1
5 :-.1-1.':..! ;;;"7.:,:...; . 6..2-0,..
..„...-;?
A•.•:•: .:1• • -gill- -o:Ci .",-&:-....,
" .• la ,
•?3 do• ,,),-,1
••- a
0 tu: -,:-3,.•••. .-`4. " 1. .
ea'-:: , '.'-' . • ..r x•1,-- •
0 .4.2: ....,.........:.:,,•
17) 1. --yrTh./\=. • o m• u- a ..1 z
di• .:::::: •-•:••
•••• -...:,...41* •:,--:: LI/ 1
Ca..11.A .::-...... ...:-..,..:.,1,1 o.1-:. --.7. 0 (..) no.07 ":::.:,•:.•.4....I.. . -i
Cfl 1M-.:**W.. :: •. :1,-:.;:...*.:•:•,' . ••••• CO
a .,_ cc. -.*..•',...•.:•:.,._ -.::,'. <
.-
c.) a'•.:
:::-......-,;-.,,.....- 0
co
ea
__1...
)-----
- - .o
--,,d) ,....
E
al ui- :...;..i.-......:.., '','..... • :?....-:.ills.;••••••:.:!. .;-°:. ..---.
i_ ' . o-.•. • •-Z.F.,!..*,igt c"*.,": ',/ *C:/?!
‘•••
--•'-• -r.-. •:,
g ,..••::-.•.. .0 .... so:•:: 2,...,....,:7:.., 9?„;,...,,,i.„...• e
-...-•• •
co .-: • -7: 0.. " z --`!':'. '"-'•K:-•• XI*
u„- .•.. ,..; .. . .• v)*::. a)...,..,.. ..,.0•:..ty.: 0-6) ,...0;..,.s: ".: .f.•:----1":77..
r _i.....:-....:„...::.A,:., ••••• <;.,..,' ..%-•0%.•;.'.-•• •UJ ." .a...:.'-'••• ili ''••••::*::':.:.:.•,..:'
• . . ...,
0 <2.!.......':"7-•••:•••••••: a •••••• "a:..:• • . .;••••:::' •CI'0'1-.•W.-••-•,.. '...I.; ,s, .. •. •• r:6.'•••.•,=--.••..1.
0- I-',- •••-.':•••••::'•:•-.' .IX,:..••••• .Z.....7•:,• 0.rnr:'-••••;. La Z. • ••'!:S... M.; "-•-te-•:;p1. .• LI•1 ••'',..-r*•%. .
Car:•....,',-...1.-••••••;.: .• *.:.. - :•... 0,0....;;;%! LU. Z•. ...".',.. MS UJ ull..:. • ...••Z..;.....,....... •-::
CY.....L.::-.:..;:'',•.-..';'.:. R.:. ..•::::: x. 1:;-,,,.::. 0: 8..04:-.7.'.•:.... rz,...',....,..-....::
D.< -0., ,.-::,......• ..*•.„ - ,:.,:•.-: •<:::t.::•- 5.7:- II- 1-• .•••■• '%• .9: u.17;••: •.•§ •.. '
< W'' • • . ' --' Lu•-••-' x-'z:P.' .--", ':4.473'•'.:::-i 111- •,z•••:•...e ui, --... •
t.;,„„- v); ••-. ›. ..,.*0).. •0-14.161:76.....:::::: a cG"..1"-. - i-i 14.:=
Z.' --:. .... w,:.::: iii..:-.:, A.A. -a'A .71.• • . :•••.:
...•. - .z."-tA ../)....=.M-C1.••••.:: 4:v.Z.1.'2-,Az, .-'',
CI'Z 0:: p.... -1.. .,•••:
.':::...:::::.?.: re.......: ,„.•-• uj CM CM.- .CM• CM - -:•,. • •"(..
_EL •.. ... .„ . ,....... • • • :.0 •: ,. - : t-,.Qu'... •-4:.
.- 0..., .....,.. ':<:.•27 U•1*** .Z...-:"••• 1E-*Z-,..D.•••
co a-- '.:-...-.*.:.• A.13-: "--'.,:.• '
..... •u.i. .......:...! a.r?!... .12.......:-:•: .X•re.:-. V, :<.•-•2 ,....c...:.
"0 cu r y-. %.,.t.;,..-• . !.id.I L4..2 0-.......:.:•• irt).;:d.. "En,....) .---..4.5--:-. r'''...:. _--
.c. ,•:.•-• - - .$ tii.•t- 0 LU.'fx ••.• .: -0:-7.:` 4, ,.:4... -L•- • ,- Z
•La U.3.V.V. id* 0..c.)7. • .a*: :i•-.,.17.•-...• - ,14-'G.'.--4-- `-,-''M•-••.07,..c5b --g
c .,_. ... •t_ . ,... _,. •co.,-,,,j-x.:„:.% ,,. r.. • _ ". •:-.4
.•. .0.t-- - ..• :o. * F..., o. .-J,., ce. •:''.DF: •7,..• • ?...,< CO:: ....PSt '"..'?'
0 ' ••._f•/... ':• 0.* 11.1.6-",.. l'••-A. -.Z 04'or 'ui kr •f •••••••• 1:./--1. .cc• te.....-: „.•_:::: P
:.;.- -g:o•27: i-.-: :1,--c.-A! .o-4, :r - •-..:''''. .>.;'0;it" !:..,'', C.co-.itt. .0::-N'-' -,...--'
U co:...-... 'Ia.; *-1.7,-. te.(ti, I.-•5.:1,.• : :.9-.z...i9.;16.4.:.:: • .0-4 cc,.. z.is=lis: 4;
.!!! co
r..-
= '. 4.-a,- •0,..‹: .0.-z.:: •.g ,.- i v›.•Eli.ff'.:::$•: ......1.0--.m,.. ra.. : :114.-N1,.
1... •47. -•M,1 9
•a; .•P'.-. 111..t ii:•• •''.:i: = 4 < us 4,-..
rn D.....t.
,-14..0.i. 0 re, ...., ..=.;,;: 2.:,. ...c..:.•-.: =!:,:c.::.• •-2.: -- r
• 1-T i :!af... . • g:N,'LLT:Z.'=i::'' ED i--:=": 4:in.. -5W'
C .,L:,ti■tc, -'Yr•. , U. .z...4.: • tc.r 4,±:.,:.. )-- E
0 • .
U
Z
''1.,/31:-. .: Art.-. . cce; 1...1.0c
E
' '''ail cir•--%4. : ..ce:4)...a.-it Cf. 7;::'. c‘r.r..§: co 2; '••4=.,
-a •o-fy: :. < st..•• • .0:;CPILI•1••.... . • -7.0:• i'd ar. o...-'7.7 Li_
0 <.4°' .8 w. :11,•z- • -w;o..ce-a)..-0,' .:.- , • -,. ix
-o -
.•, -..:4-.-:,
0 ..-...--,:.:,•,..
E .::. --:::.:..-• .
• -
•E - " a.:*.::7.:1i.-L...i'..,.:.:.4:.,•,,:,,.:::.„.'..-..c.i,lo-s m....r.:m: 1:i'di:ii.f:i.-:.fr4jr-r-a.c,r.i.:...-....f,.i7--:,:.::::3::;:,•-.sl'v.. s:o.:ztc..tr-:i:o:.n'cEs,carz"i.il. .T
o - :-? - z . .. ,-,"4 .:, , -.?,:.-,-,,,.,.,.•i-,L..iF-1-J,.t.,;.:
.:....• ■,:::;*:::;::.1-,:.:: -,. -....,--:-.1b.,%,-:-.
.:Ii....-..r;:, .t.....7.•*.:::.,::-.• t. ,,:,..:::.:r,:,4;:”..,:,:.;jr:':.:,;.::.......:4,..,:..;•n:.:'','.t:••117 r.:`:- . •41 F...... ...A,Z- -•
CCCD iof••• :•.`.••,•,,?::•••.',`':.• •::,=:•••••:7-4.•":•'..,',.,.'.-L. ••:**:..-'•=''••,,..•••••'••:•::, "-,F••■••t..i:"'•! ..,;• ., ,.j4.....,--,54:-
- . :.• ,- v{;..•.:-.*:-...-::::‘,,7,..1....fmt7,-,'......v' ',.:,...-.:47...:-.!...•■•••... .. ,•...•.... • .'.....t,-... -
... .„ r....i.,..„......• .... .:.;,:...... ....... . ,,.. .,e •••• ••n.Mr .... ''''•...•1 gLI.'.7"- :at-',::
4 • ' - .
cv
0 6;
s- a)
• .-..
a 11 ••• 1
CO co It .1:
•
•
•
FOUNDATIONS
TABLE R404.1.1(2)
REINFORCED CONCRETE AND MASONRY'FOUNDATION WALLS
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°•`FOR
I
5-INCH NOMINAL WALL THICKNESS
MAXIMUM WALL MAXIMUM UNBALANCED� Soil classes°
HEIGHT I BACKFILL HEIGHT'
(feet) I (feet) GW,GP,SW and SP soils GM,GC,SM,SM-SC and ML soils SC,MH,ML-CL and inorganic CL soils
5 #4 at 48"o.c. #4 at 48"o.c. #4 at 48"o.c.
6 6 I #4 at 48"o.c. #4 at 40"o.c. #5 at 48"o.c.
4 #4 at 48"o.c. #4 at 48"o.c. #4 at 48"o.c.
5 #4 at 48"o.c. #4 at 48"o.c. #4 at 40"o.c.
7 6 #4 at 48"o.c. #5 at 48"o.c. #5 at 40"o.c.
7 #4 at 40"o.c. #5 at 40"o.c. #6 at 48"o.c.
5 #4 at 48"o.c. #4 at 48"o.c. #4 at 40"o.c.
6 #4 at 48"o.c. #5 at 48"o.c. #5 at 40"o.c.
8 7 #5 at 48"o.c. #6 at 48"o.c. #6 at 40"o.c.
8 #5 at 40"o.c. #6 at 40"o.c. #6 at 24"o.c.
5 #4 at 48"o.c. #4 at 48"o.c. #5 at 48"o.c.
6 #4 at 48"o.c. #5 at 48"o.c. #6 at 48"o.c.
9 7 #5 at 48"o.c. #6 at 48"o.c. #6 at 32"o.c.
8 #5 at 40"o.c. #6 at 32"o.c. #6 at 24"o.c.
9
#6 at 40"o.c. #6 at 24"o.c. #6 at 16"o.c.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.
b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the
spacing of the reinforcement does not exceed 72 inches.
c. Vertical reinforcement shall be Grade 60 minimum.The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5
inches.
d. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table R405.1.
e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
TABLE R404.1.1(3)
REINFORCED CONCRETE AND MASONRY'FOUNDATION WALLS
VERTICAL REINFORCEMENT SIZE AND SPACING°''FOR
12-INCH NOMINAL WALL THICKNESS
MAXIMUM WALL MAXIMUM UNBALANCED Soil classes°
HEIGHT BACKFILL HEIGHT'
(feet) (feet) GW,GP,SW and SP soils GM,GC,SM,SM-SC and ML soils SC,MH,ML-CL and inorganic CL soils
4 #4 at 72"o.c. #4 at 72"o.c. #4 at 72"o.c.
5 #4 at 72"o.c. .#4 at 72"o.c. #4 at 72"o.c.
7 6 #4 at 72"o.c. #4 at 64"o.c. #4 at 48"o.c.
7 #4 at 72"o.c. #4 at 48"o.c. #5 at 56"o.c.
5 #4 at 72"o.c. #4 at 72"o.c. #4 at 72"o.c.
6 #4 at 72"o.c. #4 at 56"o.c. #5 at 72"o.c.
8 7 #4 at 64"o.c. #5 at 64"o.c. #4 at 32"o.c.
8 #4 at 48"o.c. #4 at 32"o.c. #5 at 40"o.c.
5 #4 at 72"o.c. #4 at 72"o.c. #4 at 72"o.c.
6 #4 at 72"o.c. #4 at 56"o.c. #5 at 64"o.c.
9 7 #4 at 56"o.c. #4 at 40"o.c. #6 at 64"o.c.
8 #4 at 64"o.c. #6 at 64"o.c. #6 at 48"o.c.
9 #5 at 56"o.c. #7 at 72"o.c. #6 at 40"o.c.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.
b. Alternative reinforcing bar sizes and spacing having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the
spacing of the reinforcement does not exceed 72 inches.
c. Vertical reinforcement shall be Grade 60 minimum.The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least
8.75 inches.
d. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table R405.1.
e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced 1
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
73
2003 INTERNATIONAL RESIDENTIAL CODE®
FOUNDATIONS
R404.1.1 Masonry foundation walls.Concrete masonry comply with the provisions of this section and the applicable
and clay masonry foundation walls shall be constructed as provisions of Section R402.2.In Seismic Design Categories
set forth in Tables R404.1.1(1),R404.1.1(2), R404.1.1(3) D,and D2,concrete foundation walls shall comply with Sec-
and R404.1.1(4)and shall also comply with the provisions tion R404.1.4.
of this section and the applicable provisions of Sections
R606, R607 and R608. In Seismic Design Categories D, R404.13 Design required.A design in accordance with ac-
and D2, concrete masonry and clay masonry foundation
walls shall comply with Section 8404.1.4. Rubble stone cepted engineering practice shall be provided for concrete
or
masonry foundation walls shall be constructed in actor- masonry foundation walls when any of the following con
di
dance with Sections R404.1.8 and R606.2.2.Rubble stone tions exist:
masonry walls shall not be used in Seismic Design Catego-
ries D, and D2, 1. Walls are subject to hydrostatic pressure from ground-
water.
R404.1.2 Concrete foundation walls.Concrete foundation
walls shall be constructed as set forth in Tables 8404.1.1 ) 2. Walls supporting more than 48 inches (1219 mm)of
O, unbalanced backfill that do not have permanent lateral
R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also
support at the top and bottom.
TABLE R404.1.1(1)
PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS
PLAIN CONCRETE MINIMUM NOMINAL WALL PLAIN MASONRY°MINIMUM NOMINAL WALL
MAXIMUM THICKNESS(inches) THICKNESS(inches)
MAXIMUM WALL UNBALANCED Soil classes°
HEIGHT BACKFILL HEIGHT` GW,GP,SW GM,GC,SM, SC,MH,ML-CL GW,GP,SW
(feet) (feet) and SP SM-SC and ML and inorganic CL and SP G SM, SC,MH,ML-CL and
SM--SS C a an nd ML inorganic CL
5 4 6 6 6 6 solidd or 8 6 solid°or 8 6 solids or 8
5 6 6 6 6 solidd or 8
8 10
4 6 6 6 6 solidd or 8 6 solid°or 8 6 solid°or 8
6 5 6 6
6 6 6 solid°or 8 8 10
6 8g 8g 8 10
4 12
6 6 6 6 solidd or S 8
5 6 6 8g 6 solidd or 8 8
6 8 8 10 10
6
6
7 8 8 10 10 12 10 solid°
12 10 solidd 12 solid°
4 6 6 6 6 solid°or 8 6 solidd or S
5 6 8
8 6 8 6 solid°or 8 10 12
6 gg 8
10 12 12 solid°
7 8 10 10
8 12 solid° Footnote e
10 10 12 10 solid°
12 solid Footnote e
4 6 6 6 6 solidd or 8 6 solid°or 8
8
5 6 8g 8
9
7 8 10 10 6 8 8 10 8 10 12
10 12 12 solid°
8 10 12 12 solid° Footnote e
10 12 12 solid° Footnote e
9 10 12 Footnote f Footnote e Footnote e Footnote e
Footnote e
For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square inch=6.895 Pa.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.Ungrouted hollow masonry units are permitted except where otherwise indicated.
b. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table R405.1.
c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
d. Solid grouted hollow units or solid masonry units.
e. Wall construction shall be in accordance with Table R404.1.1(2)or a design shall be provided.
f. A design is required.
g. Thickness may be 6 inches,provided minimum specified compressive strength of concrete,f',,is 4,000 psi.
72
2003 INTERNATIONAL RESIDENTIAL CODE®
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°" FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Glazing Glazing U-Factor Door" Wall12 Wall4 Wall? Slabs
Option Area'0: U- Ceiling Vaulted above int elo Floors on
%of floor Factor Ceiling Grade Below Below Grade
Vertical Overhead" Grade Grade
10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
int'
II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-301 R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
Group R-3 int'
Occupancy
Only
VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
* Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio
to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glazing
option(or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material,manufactured for its intended use,and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7
ENERGY PROGRAM
• WALL CONSTRUCTION
R611.7.13 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the
minimum thickness of 4 inches (102 mm) shall have a depth of concrete above the opening is less than 12 inches
minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec-
ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around
bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table
story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed
greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini-
horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open-
mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in
(305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3,
For townhouses in Seismic Design Category C, the R611.4, R611.5 and R611.7.1. The perimeter of all wall
minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch
at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/Z inch(12.7 mm)diameter
(407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on
Categories Dl and D2, the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini-
forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 11/2(38
mm
center or one No.4 at 12 inches(305 mm)on center. )inches of concrete cover to the face of the wall.
Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required
building corners using corner bars or by bending the where the wall is formed to provide solid concrete
bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum
inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the
Category C and for all buildings in Seismic Design Cat- wall.
egories Dl and D2,each end of all horizontal reinforce R611.7.3 Lintels.
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be
or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet
splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be
and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and
smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid
noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig-
8d b. ure R611.7(4)or Figure R611.7(5)and Table R611.7(4)
b or R611.7(5).Lintels for screen-grid ICF walls shall be
R611.7.1.5 Standard hook.Where the free end of a re- constructed in accordance with Figure R611.7(6) or
inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance
hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used
not less than 2'/2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction.
extension. Lintel depths are permitted to be increased by the height
R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro-
mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the
waffle-grid ICF walls and 12 inches (305 mm) for opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL
OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT
Flat,Waffle-,and
Screen-Grid: None required None required
L<2(0.61)
In locations with wind speeds less than or equal to 110 mph(177
1®/hr)or in Seismic Design Categories A and B,provide one No.4
Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of
Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening.
Screen-Grid: bottom of the opening.Top and bottom lintel In locations with wind speeds greater than 110 mph(177 km/hr),
L>2(0.61) reinforcement shall extend a minimum of 24 inches(610 townhouses in Seismic Design Category C,or all buildings in
mm)beyond the limits of the opening. Seismic Design Categories D,and D2,provide two No.4 bars or one
No.5 bar for the full height of the wall story within 12 inches(305
mm)of each side of the opening.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h.
NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172 2003 INTERNATIONAL RESIDENTIAL CODE®
■
WALL CONSTRUCTION -f
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS",`,"
NO.4 BOTTOM BAR SIZE
MAXIMUM CLEAR SPAN,(feet-inches)
(Number is Middle of Span,A)e
Supporting Light Framed Supporting ICF Second Story
Supporting Roof Only 2nd Story and Roof and Roof
MINIMUM LINTEL Ground Snow Load
THICKNESS,T LINTEL DEPTH,D
(inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf
8 4-9 4-2 3-10 3-4 3-5 3-1
(1-2) (0-9) (0-8) (0-6) (0-6) (0-5)
12 6-8 5-5 5-0 4-5 4-6 4-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
—
3.5 16 7-11- 6-5 6-0 5-3 5-4 4-10
12-9) (1-9) (1-6) (1-2) (1-2) (1-0)
20 8-11 7-4 { 6-9 6-0 6-1 5-6
(3-5) (2-3) (1-11) (1-6) (1-7) (1-3)
24
9-10 8-1 7-6 6-7 6-9 6-1
(4-1) (2-9) ! (2-4) (1-10). (1-11) (1-6)
8 5-2 4-2 3-10 3-5 3-5 3-1
(1-10) (1-2) (1-0) (0-9) (0-10) (0-8)
12 6-8 5-5 5-0 4-5 4-6 4-1
(3-0) (2-0) (1_9) (1-4) (1-4) (i-1)
5.5 16 7-10 6-5 6-0 5-3 5-4 4-10
(4-1) , (2-9) (2-5) (1-10) (1-11) (1-7)
20
8-10 7-3 6-9 6-0 6-1 5-6
(5-3) (3-6) (3-1) (2-4) (2-5) (2-0)
4 9-8 i 8-0 7-5 6-7 " 6-8 6-0
(6-3) (4-3) (3-8) (2-11) (3-0) (2-5) -
8 5-2 4-2 3-11 3-5 3-6 3-2
(2-6) (1 8) (1-5) (1-1) (1-1) (0-11)
6-7 5-5 5-0 4-5 4-6 4-1
12 (4-0) (2-8) (2-4) (1-10) (1-10) 1 (1-6) -
7.5 16 7-9 6-5 ( 5-11 5-3 5-4 4-10
(5-5) (3-8) { (3-3) (2-6) (2-7) (2-2)
20
8-8 7-2 6-8 5-11 6-0 5-5
(6-10) (4-8)' 14-2) (3-3) (3-4) (2-9)
9-6 7-11 7-4 6-6 6-7 6-0
24
(8-2) (5-8) (5-1) (3-11) (4-1) (3-4)
5-2 I 4-2 3-11 3-5 3-6 3-2
8 (3-1) (2-1) (1-9) (1-5) (1-5) (1-2)
9.5 12 6-7 5-5 5-0 4-5 4-6 4-1
(5-0) (3-4) (3-0) (2-4) (2-5) (1-1I)
16 7-8 6-4 5-11 5-3 5-4 4-10
(6-9) (4-7) (4-2) (3-3) (3-4) (2-8)
For SI: 1 inch=25.4 mm,1 foot=304.8 mm, 1 pound per square inch=6.895 kN/m2, 1 pound per square foot=0.0479 kN/m2.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an
assumed equivalent rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used,the span lengths in the shaded cells shall
be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criteria:L/240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light-framed wall dead load is 10 psf
e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure
R611.7(2)and Section R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
2003 INTERNATIONAL RESIDENTIAL CODE® 173
`� ' WALL CONSTRUCTION
l
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,e,c,d,t
NO.5 BOTTOM BAR SIZE
MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A)e
Supporting Light Framed 2nd Story Supporting ICF Second Story and
Supporting Roof and Roof Roof
MINIMUM LINTEL Ground Snow Load
THICKNESS,T LINTEL DEPTH,D
(inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf
8 4-9 4-2 3-11 3-7 3-7 3-5
(1-2) (0-9) (0-8) (0-6) (0-6) (0-5)
12 7-2 6-3 5-11 5-5 5-5 5-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
3.5 16 9-6 8-0 7-4 6-6 6-7 5-11
(2-9) (1-9) (1-6) (1-2) (1-2) (1-0)
20 11-1 9-1 8-4 7-5 7-6 6-9
(3-5) (2-3) (1-11) (1-6) (1-7) (1-3)
24
10-0 9-3 I 8-2 8-4 7-6
�.;.A .:: 24,x. , (2-4) (1-10) i (1-11) (1-6)
8 5-6 4-10 4-7 4-2 4-2 3-10
(1-10) (1-2) (1-0) (0-9) (0-10) (0-8)
12 8-3 6-9 6-3 5-6 5-7 5-0
(3-0) (2-0) (1-9) (1-41 (1-4) (1-1)
55 16 9-9 8-0 7-5 6-6 6-7 6-0
(4-1) (2-9) ! (2-5) (1-10) (1-11) (1-7)
?0 10-11 9-0 8-4 7-5 7-6 6-9
I (5-3) (3-6) (3-1) ''� (2-4) (2-5) (2-0)
9-11 9-3 8-2 8-3 7-6
24 ,. (4-3)( 3-8) (2-11) i (3-0) (2-5)
8 6-1 5-2 4-9 4-3 4-3 3-10
(2-6) (1-8) (1-5) (1-1) (1-1) (0-11)
12 8-2 6-9 6-3 5-6 5-7 5-0
(4-0) (2-8) (2-4) (1-10) (1-10) (1-6) _
75 16 9 7 7-11 7-4 6-6 6' 5-0
(5-5) (3-8) (3-3) (2-6) (2-7) (2-2)
I -
10-10 811 8-4 � 7-4 7-6 6-9
20
:.
(6-10) e (4-8) i (4-?) (3-3) (3-4) (2-9)
24 11-10 9-10 9-2 8-1 S 7-5
(8-2) I (5-8) (5-1) (3-11) (4-1) (3-4)
6-4 5-2 4-10 4-3 4 1' 3-11
8 (3-1) (-1) (1-9) (1-5) (1 5) (1-2)
I
12 8 2 6 8 6 2 5 6 5 r -0
(5-0) (3-4) (3-0) (2-4) (2-5)> (1-11)
9-6' 7-11 7-4 6-6 6-7 5-11
9.5 16 (6-9) (4-7) (4-2) (3-3) (3-4) (2-8)
10-8 j 8-10 8-3 7-4 } 7-5 6-9
20 (5 10) j (5-4)
(8-4) (4-2) (4-3) (3-6 1
11-7 9-9 9-0 } 8-1 8-2 7-3
24 �._. (10-0) (6-11) (6-5) (5-0) (5-2) (4-3)
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square inch=6.895 kN/m',1 pound per square foot=0.0479 kN/m'.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent
rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criterion:11240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light-framed wall dead load is 10 psf
e. No.3 stirrups are required at d2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R611.7(2)and Section
R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
174 2003 INTERNATIONAL RESIDENTIAL CODE®
- City of
SPOKANE VALLEY BUILDING DEPARTMENT -
11707 E. Sprauge Avenue,#106,Spokane Valley, Washington 99206- Tel 509-921-1000-Fax 509-921-1008
•
•
•
1-1/4" to 2" maximum
14 \:„. 01
� � 6' 8"
34"-38" Handrail \
Y "."/A:7# Return ends to wall, or ''
terminate at newell post
i
.*i.
Nosing 34"— 38"
of rrea
,
Intermediate rail spacing or
pattern so that 4-inch sphere
1 1 1
cannot pass through
ok
4„
4"
ci, -
Triangular area formed by tread, •6"
riser and guardrail so that 6 in
sphere can not pass through .
•
•
I
•
•
REQUIRED WIDTH OFRUNSHALL REQUIRED WIDTH OFRUNSHALL Stair Dimensions
EEPROVIDED'NTH ISLOCATION BE PROVIDED INTHIS LOCATION
ECTIONIDD3.3.3.8.2) 1 Width (36 minimun� „
(SECTION 10D3.3.3.82) n
NOTE:HANDRAILS 1 Rise(4" minimum ,8"'maximum)
NOT SHOWN FOR CLARITY
1 Run (minimum)
I ,�6MIN 1
- The greatest riser height within any flight of
•PIP 4.111411'-c>-'6.-MN. dillil
stairs shall not exceed the samllest by more
than 3/8". Stair treads shall be of uniform size
�* ti� �� and shape,except the largest tread run within
�3N" •b� NOTE:HANDRAILS NOT '
E40'riS�
SHOWN FOR CURRY STAIRWAY UZDTH any flight of-stairs shall not exceed the smallest
S 6(N- LIMITATION:APPLIES TOR-3 OCCUPANCY •(sEcnoNIDD3.3.3.81) by more than 3/8 inch.
• �i
AND PRIVATE STAIRWAYS IN R-1 OCCUPANCY 1 NOSING, _�,a j/�„ AJAX 14"
PLAN VIEW PLAN VIEW Handrails
WINDING STAIRWAY ALTERNATE USE OF WINDERS 1 One required(two required if stair is open on
• sides)if there are four or more risers.
ST'IRF-AD WIDTH ' 1 Height(34" to 38" above nosing of treads).
GHTWIT-E�1ANT MAXIMUM 91/4.-INCH
�FSTAIPS SHALL. 4R RISE BETWEEN TREADS
�THESS SHALL 3 1 Projection(1-1/2 between handrail and wall).
.�'3/8 WCH < . ��. 71R'MIN. 1
IN ID013�41)�. � Handrails shall be continuous the full length
<W / `
. :its / �\ of the stairs.Ends shall be returned or shall
terminate in newel posts or safety terminals.
44,44‘ � N�n��, 1_��) Guardrails
\4..,,,e'' �g CENTER SUPPORT Z�_; 1 Required if 30" or more above grade.
d O Z,G COLUMN MNI.,
�° :155 1 Height(36" high at landings-handrail height
�, LIMITATIONS: at steps). .
C; 1. ONLY APPLIES TO R-3 OCCUPANCY
J
R-1 D JAANGiASRWAYS IN 1 Openings(small enough that a 4" diameter
z LIMITED TO SERVING AS EXIT an ere h not pass through). -
FOR 400 SQUARE FEET MAXIMUM. s P p +f
PLAN VIEW • PLAN VIEW
CIRCULAR STAIRWAY SPIRAL STAIRWAY
••
ACCEPTABLE SHAPES AND INSTALLATIONS--HANDRAIL
1-ix ' 1-1/4• 1 V:
MiIh N_ To MIN
•
WALL
...." ( ::11 .
iii,::. ,4iI.:y:'''' .jl E = ri :xii•';iliioiwii i'Irliii;uiI n!il!ii arro-',`
HAN.'• 1'12• 1-1/4•TO 2
HANDRAIL MW.
N3,/ .4A.X.
-..01111•11■111111111PIMINIIMINIMEMME .4'
T • ^Itv
0
WALL \z
NOT ACCEPTABLE —m.
•
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
THE'CONTINUOUS TERMINOLOGY IN THE CODE- -
HANDRAIL CONTINUITY ii•
. , _
P4
ow,
NOTACCEPTABLE NOT ACCEPTABLE
•
rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted.for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or
he appropriate division or staff.
101
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING. 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44 ") 5.0 SQUARE FEET
2) NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 INCHES
4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOOR
5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
THE USE OF KEYS OR TOOLS
S SMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24" & ON EACH FLOOR)
EXHAUST FANS
I00CFM kitchen
50'CFM bathrooms
& laundry Jjt
Tu
LXTCNIt67/4--
t roulv1 DUHMU UStU f UK
INTERIOR BRACED WALL
CONSTRUCTION SHALL BE
FASTENED NO FURTHER
THAN 7" O.C.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
`Z, ooZ, l o . 3 ✓vut oc13
se ✓t
1-9 re 55
3(atcAL 4e.-M & � 2.( /0
'4::_
DECK
13' 6'8
35'
0'2
Egreg'Vindows openable
I 4'0 ;'6
51 7-sq ft d " -SiI1
ii 24
5'0" 51ieiin § °431axs boor
SAFETY GLAS
1
2 0'044'0" BPI
F
F
N
14'6-
;1
210"x0,0,1,111.1
C
if
4
12'
2'6" 5
10a 4
PRTECTION AN
DWELLING AND PR IV
MATERIALS N H A
_❑ 5/8" TYPE "X" GYP BOAR
1/2" GYP BOARD (RESIDI
PENINGS BETIEEN GARA
t i WITH SO6LlID WOO
ORS NOT LESS THA
16'0"X7
OHD
EN!
GARA
R ONE HO
AGE SIDE:
HFIBITABL
CE /ATTIC,
BETWEEN
E HALL HAVE:
R F RE RESISTIVE
E ABOVE) OR
L /CEILING)
E AND RESSENFE SHALL BE
OqR SOL10bR LHONEYCOMB CORE
1 3/8", OR 20 M*4UTE FIRE RATED
UV'
IVING AR°A
4' ° "4 1444 tq fit
-
20'
10'
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
Concrete lintels shall conform to Tables
R611.7 (2) or (3) or Engineering is
required. Reinforcement for openings in
plain concrete is also required.
Blocking required at mid
height in unfinished
bearing walls
UPC 508.2 — Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
Radon Mitigation System Required
With 6 mil Vapor Barrier
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEARWALLS.
PROM DOUBLE JOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION
UNDER ALL HIP AND GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
2 "x10 "FJ @16 "oc
Aka Al
raj24
_4,4
SW
GARAGE
19'x20'7
LIVING AREA
151351q
20'
3"
f`�
7 2C4-/ 19—, 5-4.5
/An
Ldcr
4-4-4. 4.11 Led5
Att. La.
(4? (4, O l
. kr •
g 19)
•S 0 r,
LI! • 0
° 4"1
5 ta.
• cd a;
• 0 d•zr g
•'§.) "te 0
• C421
• o te 0
• o 5
tlo 2 5 8
•- o
o
• 5
tr) §
az •
tn
a) •■••I "C)
4 g
-o cad
.64* ci) 810
.
r 0, WZ
"-• .1:1 •
-o o (1)
cu ej 1—, 42
.4 a)
.. 0 a.
`31) cyj .21
.5 • c.)
• .4 .5 •
o 61C7' 2
...11416
•
dbl. .2x to Ite:i ley%
4c,Y)10,3.75,,?2
N1101.3.1— Attic insulation certification required as to
R — value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
1 s. '6t./ 300 sq. ft. attic ventilation
15* fell
Eviineerred Trusses es !" ac.
30# felt for ice ,mir,d1boacii baffles
i1es
dam protection ea :fe11tt
r) 24" t&Is7/04-
6..,K-r ly o R u/a c, c.
30 Year comp roofing
R -38 Blown uim insult
71116' MB Sheathing
1/8" GAP
BETWEEN SHEATHING
III
R602.115 con inuous !race ur iII
7/16 , OSIB Sheathing
" HP lap aching
;i ruse rap under Sicilia
away tom *and.
qv( �k
e' ' •dbund.. sill miiirregted Tate
J
11 �j I} 'm+e radon system
sible
0"
1" ill
Vapor bamriiesr
r drywall
2x4 16" 0.G.
Int. Walls
;e
2x10 W
4
6x ffoctrigg
,
Anchor Bolts- Minimum Y2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
)x;
C7 .0 3 m
as a)2u
2>. vor
cvOrrict
CV C. Cr
3/4" TSB Sheathing
N
2x6 Was
R -21 B
Zanw
2x4 is" 0.C. Draped insul.
lisateelienswisizace
6 mill vapor barrier
uti 1=� N c s
if e"--0 •rl
A AS cw T
u— --v
11 /2" drywall min. fare t pai
twit)
tniticp. door
0
4" coma. fiber
slope ttuvard a
Garage
-o
v
<.n
rri
(4) COm
rZ0
J (*rt.
zo
-I
O
-n uvo z�_"Z�
m m3 Z<
m -Imin13p= 0oNC�v y
0 13 m0cn
Dc
00 mow,
Pitt
0C ozo
D
p z
O
0
z
7)
101 i151 M04
loin5af)7q ma)