2005, 05-09 Permit App: 05001468 ResidenceProject Number: 05001468 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/09/2005 Page 1 of 4
Project Information:
Permit Use: NEW RESIDENCE W/ATTACHED GARAGE -
HEAT PUMP
Setbacks: Front 32 Left: 40 Right: 20 Rear: 100
Site Information:
Plat Key:
Name: RANGE
Contact: MERRITT, LAYNE
Address: 18215 E 10TH AVE
C - S - Z: SPOKANE VALLEY, WA 99016
Phone: (509) 927-0782
Group Name:
Project Name: ROW
District: East
Parcel Number: 55192.0368
SiteAddress: 216 S LONG RD
Location:: CSV
Zoning: UR -3.5
Water District:
Block:
Urban Residential 3.5
Area: 1.75 Acres Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review
Lot: 2
Owner: Name: MERRITT, LAYNE
Address: 18215 E 10TH AVE
SPOKANE VALLEY, WA 99016
Hold: ❑
Depth: 0 Right Of Way (ft): 40
Plan Review
Released By:
Approach / Drainage
Released By:
LCI,) L ( C
Sewer Review
Permits:
Released By:
Operator: K_C Printed By: K_C Print Date: 05/09/2005
Project Number: 05001468 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/09/2005 Page 2 of 4
Contractor: OWNER
Item Description
APPROACH INSPECTION
CONST IN ROW - APPROACH
Contractor: OWNER
Group: R-3 Type: VB
Total Area 2700
Building Height 15
Stories 1
Dwelling Units 1
Approach
Finn: OWNER
Phone: (000) 000-0000
Units Unit Desc Fee Amount
1 NUMBER OF $25.00
1 NUMBER OF $25.00
Permit Total Fees: $50.00
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Building Characteristics
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
BASEMENT U R-3 VB 1,300 $19,500.00 1,300 $19,500.00
CARPORT U-1 VB 40 $600.00 40 $600.00
GARAGE U-1 VB 650 $12,350.00 650 $12,350.00
RESIDENCE R-3 VB 1,400 $104,552.00 1,400 $104,552.00
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
RESIDENTIAL PLAN REVIEW
Totals: 3,390 $137,002.00 3,390 $137,002.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$1,206.55
$4.50
$482.62
Permit Total Fees: $1,693.67
Operator: K_C Printed By: K_C Print Date: 05/09/2005
Project Number: 05001468 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/09/2005 Page 3 of 4
Contractor: OWNER
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS PIPING
HEAT PUMP OR A/C 0-3 TONS
VENTILATING FANS
CLOTHES DRYER
RANGE
AIR HANDLER <=10,000 CFM
HOOD -TYPE II
Contractor: OWNER
Item Description
TOILETSBIDETS
SINKS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
FLOOR DRAINS
WATER USING DEVICES
Operator: K_C
Mechanical Permit
Firm: OWNER
Phone: (000)
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
3 # OF UNITS
1 NUMBER OF
4 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Permit Total Fees:
Plumbing Permit
000-0000
Fee Amount
$10.00
$10.00
$3.00
$12.00
$40.00
$10.00
$10.00
$12.00
$10.00
$117.00
Firm: OWNER
Phone: (000)
Units Unit Desc
3 NUMBER OF
4 NUMBER OF
3 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
3 NUMBER OF
Permit Total Fees:
Printed By: K_C Print Date:
000-0000
Fee Amount
$18.00
$24.00
$18.00
$6.00
$6.00
$6.00
$6.00
$18.00
$102.00
05/09/2005
Project Number: 05001468 Inv: 1
Notes:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/09/2005 Page 4 of 4
See plat file for TURTLE CREEK SOUTH 2ND for special drainage requirements
Payment Summary:
Permit Type
Approach
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount
$50.00
$1,693.67
$117.00
$102.00
Invoice Amount
$50.00
$1,693.67
$117.00
$102.00
Amount Paid
$0.00
$0.00
$0.00
$0.00
Amount Owing
$50.00
$1,693.67
$117.00
$102.00
$1,962.67 $1,962.67 $0.00 $1,962.67
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: K_C Printed By: K_C Print Date: 05/09/2005
Spokane
4•VVal l
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
d fi
\\P Building Division
f 1 f 11707 E. Sprague Avenue, Suite 106
L Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
Li RE `U1I EI I1INFORMATION
Street Address:
2/6 5-044-744 ,7, %'°,es, 247/
Assessor's Tax Parcel Number(s): tJ / 5tce2%
Legal Description:
Z/ eo,ta-e-,e. 0- /7 5-e,,?4 5#fr)-
/Ve,ce €.-
PERMIT DESCRIPTION:
X Building Permit
❑ Relocation
Change in Use n Grading
Tenant Improvement ( I Fire Safety
[l Manufactured Home
[1 Other
OWNER/APPLICANT INFORMATION
n
M Phone:
Address
Owner: 2ay17e /,err%77"
Phone: 127 - , '2- Fax:
Address: If?'2/s E. A071"1"- ,
S�k c l/al/ fit/
79a/a
C ty State Zip Code
Contractor: er
Fax:
City
State
WA State Contractor License #:
Zip Code
Applicant:
Phone:
Address:
Fax:
City
State Zip Code
[-I Architect:
Phone: Fax:
Address:
City
Contact:
State Zip Code
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK:
/5 /r/ .
DIMENSIONS:
5.2'32,28' /ase . x �i/ e2f
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
/171-019
2ND FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
/300
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
65-0
DECK/COV. PATIO SQ. FTG:
0
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
kip od
HET SO RCE:
# OF BEDROOMS:
3
TOTAL HABITABLE SPACE:
IMPERVIOUS SUR/ACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
kL o
SEWER OR ON-SITE SEPTIC
SYSTEM? a -' 2r`
L
MANUFACTURED HOME
Width:
Manufacturer:
Length: Year: Pit Set:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler:
Tent:
Valuation: Above/Underground Storage Tank Size:
# of Heads: Fire Alarm:
Paint Booth:
Fireworks Display: Blasting: Date/Time:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner:
Address:
Inspector:
Address:
Phone: Fax:
City
Phone:
State
Fax:
Zip
City
State Zip
SPECIAL INSPECTIONS
BOLTING
Firm Name:
CONCRETE 1 1 REINFORCEMENT
Phone:
Inspector(s):
Fax:
WELDING
DISCLAIMER
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.
Ownership of resulting development rights granted by any issued permit inure to the property owner.
Print Name 4 t/•fe L. //%Pyr/
Signature
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
❑ Mastercard
❑ VISA
Expires: VIN#:
E Other
It
diValley
PLUMBING PERMIT APPLICATION
Phone: (509) 688-0036; FAX: (509) 688-0037
For Inspections, Call (509) 688-0054
Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Project Address: -W Ser Ly Permit Use:
Owner: La it E? Ale 69-fri �- Phone (Daytime Contact):
Mailing Address: /02/5 g, /,71"c%24'19( ,.,6/424-.., e 464) 99''!0/6
City (r` State
License #:
Contractor.
Mailing Address:
Zip Code
Phone #:
City
State
Zip Code
BANKCAR
AUTHORIZEDATURE:
• o
DESCRIPTION OF WORK
*OF UNITS
X
COST •
=
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS'
3
x
$6.00
=
/De (,C7
2
URINALS
X
$6.00
=
3
TUBS
3
X
$6.00
=
• /9, 00.
4
SHOWERS (PER TRAP)
BATH, STALL, ONSITE BUILT
X
$6.00
=
5
•
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
$6.00
=
2 if„Do
6
DISHWASHER
/
X
$6.00
=
fq. e0
7
CLOTHES WASHER
X
$6.00
=
(9 ,
8
GARBAGE DISPOSAL
/'
X
$6.00
=
6, O®
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
=
6 . G00 -
12
'ROOF DRAINS/OVERFLOW
DRAINS
X
$6.00
=
13
FOUNTAINS, DRINKING
X
$6.00
=
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
• REVERSALS
X
$6.00
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP ___,
X
$6.00
=
16
WATER USING DEVICE
ICE N/OR COFFEE MAKER,�h'IOSE By
3
X
$6.00
=
/g. D42
STEAMER Z
PROOFER, CARBONATOR, SWAMP COOLER
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS
X
$6.00
=
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
$6.00
=
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
. $6.00
=
20
MISCELLANEOUS PLUMBING
FIXTURE
X
$6.00
=
21
PRIVATE SEWAGE DISPOSAL/SYS
X
$20.00
=
22
INDUSTRIAL WASTE
INTERCEPTOR
X
$15.00
=
METHOD OF PAYMENT:
0 CASH CHECK
DATE:
SUBTOTAL
`
/o o[ 00
0 VISA 0 MASTERCARD
PROCESSING FEE
3616"
EXPIRES:
TOTAL PERMIT FEE DUE:
BANKCAR
AUTHORIZEDATURE:
• o
Project Address:
Owner: .L� �. • !I -,-Y E
Mailing Address: /.'2/5 E /
MECHANICAL PERMIT APPLICATION
Phone: (509) 688-0036; FAX: (509) 688-0037
For Inspections, Call (509) 688-0054
Contractor: d cvae-1'
Mailing Address:
(19
License #:
Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Permit Use:
ne (Daytime Contactl:
fit/
P
City
State Zip Code
Phone #:
State
Zip Code
AUTHORIZED SIGNATURE:
DESCRIPTION OF WORK
# OF UNITS
X
COST
=
TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
X
$12.00
=
2
FUEL BURNING APPLIANCE
More than 100,000
X
$15.00
=
3
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
X
550.00
=
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/REFRIGERAT1ON
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
=
/0' .C>
14
DRYER
X
$10.00
_
/d• 0e,
15
FUEL BURNING WATER HEATER
)
X
$10.00
=
/ 0 • Co
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
=
17
GAS PIPING (each outlet)
X
$1.00
=
18
DUCT SYSTEMS
/
X
$10.00
=
00
19
VENTILATING FANS
?
X
$10.00
=
!//0,
qo, Do
20
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
/
X
$12.00
=
/ 2 , 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 H000
X
$10.00
=
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
!
X
$12.00
=
/ 2 , DO
26
CONDITIONER .
3-15 TON
X
$20.00
27
.AIR
AIR CONDITIONER
15-30 TON
X$25.00
=
28
AIR CONDITIONER
30-50 TON
X
$35.00
=
29
AIR CONDfTIONER
More than 50 TON
X
_ $60.00
=
30
LPG STORAGE TANK
X
$10.00
=
31
WOOD OR PELLET STOVE/INSERT
t 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:
0 CASH JAI CHECK ❑ VISA ❑ MC
CARD #:
DATE:
SUBTOTAL
/ 0 Ve 0°
PROCESSING FEE
EXPIRES:
TOTAL PERMIT FEE DUE:
1 t2
/014/if
AUTHORIZED SIGNATURE:
SPOIL Cowry
SPOKANE COUNTY
DEPARTMENT OF BUILDING & PLANNING
1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050
Site Information
Project Information
1
Site Address: 216 N LONG RD
Parcel Number: 55184.1544
Subdivision: CORBIN ADD TO GREENACRES
Block: Lot:
Zoning: AGR
Owner: MERRITT, LAYNE
Address: 18215 E 10TH AVE
SPOKANE VALLEY, WA 99016
Building Inspector: LEONARD FLUNO
Water Dist:
Project Number: 05003151 Inv: 1 Issue Date:
Permit Use: SEWER CONNECTION - SP 22-04
5/10/2005
Applicant: MERRITT, LAYNE
18215 E 10TH AVE
SPOKANE VALLEY, WA 99016 Phone: (509) 927-0782
Contact: MERRITT, LAYNE
18215 E 10TH AVE
SPOKANE VALLEY, WA 99016 Phone: (509) 927-0782
Setbacks - Front: Left: Right: Rear:
Group Name:
Project Name:
1 Permits 1
Sewer Connection Permit
Contractor: NORM'S EXCAVATING INC
License #: NORMSEI972BM
SEWER CONNECTION 1 $85.00 PROCESSING FEE
Total Permit Fee:
FOR SEWER INSPECTIONS CALL (509) 477-3604 UTILITIES 8:30-5:00 PM MONDAY THRU FRIDAY
1 $15.00
$100.00
Call for inspection prior to cover. ONE WORKING DAY NOTICE REQUIRED.
Contractor or applicant is to field locate and confirm the elevation and position of sewer stub prior to any other excavation.
Sewer stubs are to be checked prior to connection to ensure that they have acceptable grade and are clear and unobstructed to the main
sewer. Sewer lines should be constructed to allow for gravity flow from the lowest level of the structure.
This permit must be presented to the job site inspector for verification. To locate buried cables, gas piping, water lines, etc.
CALL BEFORE YOU DIG, (509)456-8000.
STATE LAW RCW 19.122 REQUIRES THAT PRIOR TO ANY EXCAVATION THE "CALL BEFORE YOU DIG" CENTER BE
NOTIFIED. CALL BEFORE YOU DIG AT LEAST 2 WORKING DAYS IN ADVANCE, (509)456-8000.
Spokane County Code requires the installer comply with all requirements of the Washington State Dept of Labor and Industries,
including those related to trench safety.
1
Payment Summary
1
Total Fees AmountPaid AmountOwing
$100.00 $100.00 $0.00
Tran Date Receipt # Payment Amt
5/10/2005 2557 $100.00
Processed By: BURRIS, ROBIN
Printed By: WENDEL, GLORIA Page 1 of 1
PERMIT
s
16,
GALWIIVI vvvm.
Location
Material/ Hardware
Door
Width
(inches)
Door
Height
(inches)
Header
(Number -
Size of
header
pieces)
No. of
Jack
Studs
(each end
of header)
Front Entry
Steel Pre -Hung with
keyed knob and
deadbolt set
36
80
3 - 2x6
1
Garage to House
Steel Pre -Hung with
keyed knob and
deadbolt set, 20 -min.
Bomber
32
80
3 - 2)6
1
Garage Access in Back
Steel Pre -Hung with
keyed knob and
deadbolt set
36
80
3 - 2x6
1
Back Patio
White vinyl with
lever lock, Cascade
or Jeld-Wen
60
80
3 - 2x8
2
Garage Car Doors
Rollup Steel
204
80
Portal Brace Panels,
ends and center,
1000 -Ib straps
Page 1 of 5
III L I I#I vvvs v
Location
Material/ Hardware
Door
Width
(inches)
Door
Height
(inches)
Header
(Number -
Size of
header
pieces)
No. of
Jack
Studs
(each end
of header)
Master Bedroom
Hollow Core Birch
Pre -Hung LH,
Privacy Lockset
32
80
2 - 2x4
1
Master Bedroom Closet
Bifold Hollow Core
Birch, Fixed Knobs
48
80
2 - 2x4
1
Master Bedroom Closet
Bifold Hollow Core
Birch, Fixed Knobs
48
80
2 - 2x4
1
Master Bathroom
Hollow Core Birch
Pre -Hung LH,
Privacy Lockset
30
80
2 - 2x4
1
Master Bathroom
Hollow Core Birch
Pre -Hung LH,
Privacy Lockset
30
80
2 - 2x4
1
Northwest Bedroom
Hollow Core Birch
Pre -Hung LH,
Privacy Lockset
32
80
2 - 2x4
1
Northwest Bedroom
Closet
Bifold Hollow Core
Birch, Fixed Knobs
72
80
2 - 2x4
1
Northeast Bedroom
Hollow Core Birch
Pre -Hung RH,
Privacy Lockset
32
80
2 - 2x4
1
Northeast Bedroom Closet
Bifold Hollow Core
Birch, Fixed Knobs
72
80
2 - 2x4
1
Hallway Closet
Bifold Hollow Core
Birch, Fixed Knobs
36
80
2 - 2x4
1
Hallway Bathroom
Hollow Core Birch
Pre -Hung LH,
Privacy Lockset
30
80
2 - 2x4
1
Hallway Bathroom
Hollow Core Birch
Pre -Hung LH,
Privacy Lockset
30
80
2 - 2x4
1
Laundry Room
Hollow Core Birch
Pocket Slider, Single
Passage
30
80
2 - 2x4
1
Top of Stairs
Hollow Core Birch
Pre -Hung RH, Single
Passage
32
80
2 - 2x4
1
Page 2 of 5
ntinued
Location
Material/ Hardware
Door
Width
(inches)
Door
Height
(inches)
Header
(Number-
Size of
header
pieces)
No. of
Jack
Studs
(each end
of header)
Kitchen Pantry
Hollow Core Birch
Pocket Slider, Single
Passage
24
80
2 - 2x4
1
Living Room Closet
Double Slider
Hollow Core Birch,
Inset Brass Grip
60
80
2 - 2x4
1
Mechanical Room in
Garage
Bifold Hollow Core
Birch, Fixed Knobs
60
80
2 - 2x4
1
Basement - Southwest
Bedroom
Rough -in Framing
Only
32
80
2 - 2x6
1
Basement - Southeast
Bedroom
Rough -in Framing
Only
32
80
2 - 2x6
1
Basement - Bathroom
Rough -in Framing
Only
30
80
2 - 2x6
1
Basement - Utility Room
Rough -in Framing
Only
32
80
2 - 2x6
1
Basement - Storage Room
Rough -in Framing
Only
32
80
2 - 2x6
1
Page 4 of 5
Windows
Location
Material, Type
Width
(inches)
Height
(inches)
Distance
Floor to
Bottom of
Window
(inches)
Header
(Number -
Size of
header
pieces)
No. of
Jack
Studs
(each end
of header)
Master Bedroom
Vinyl, Slider (right
side slides to left),
12" grids
60
54
28
3 - 2x8
2
Northwest Bedroom
Vinyl, Slider (right
side slides to left)
48
48
34
3 - 2x6
1
Northeast Bedroom
Vinyl, Slider (right
side slides to left)
48
48
34
3 - 2x6
1
Kitchen
Vinyl, Slider (right
side slides to left)
36
42
40
3 - 2x6
1
Living Room - Center
Window
Vinyl, Slider (middle
fixed, ends
operable), 12" grids
48
54
28
3 - 2x6
1
Living Room - Fixed End
Windows
Vinyl, Fixed
24
54
28
3 - 2x6
1
Basement Family Room
West
Vinyl, Slider (right
side slides to left)
48
48
32
Concrete
Lintel
N/A
Basement Family Room
East
Vinyl, Slider (right
side slides to left)
48
48
32
Concrete
Lintel
N/A
Basement Southwest
Bedroom
Vinyl, Slider (right
side slides to left)
48
48
32
Concrete
Lintel
N/A
Basement Southeast
Bedroom
Vinyl, Slider (right
side slides to left)
48
48
32
Concrete
Lintel
N/A
Page 5 of 5
FLOORS
TABLE R502.5(1)
GIRDER SPANS° AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
thern ine and spruce-pine-firb and required number of jack studs)
(Maximum spans Tor iougias fir-larchm
, he-f
1r, sou p
GIRDERS AND
SUPPORTING
GROUND SNOW LOAD (psf)°
30 50
SIZE
Building width° (feet)
20
28
36
20
28
36
Span
NJd
Span
NJd
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJdHEADERS
Roof and ceiling
2-2x4
3-6
1
3-2
1
2-10
1
3-2
1
2-9
1
2-6
1
2-2x6
5-5
1
4-8
1
4-2
1
4-8
1
4-1
1
3-8
2
2-2x8
6-10
1
5-11
2
5-4
2
5-11
2
5-2
2
4-7
2
2-2x10
8-5
2
7-3
2
6-6
2
7-3
2
6-3
2
5-7
2
2-2x12
9-9
2
8-5
2
7-6
2
8-5
2
7-3
2
6-6
2
3-2x8
8-4
1
7-5
1
6-8
1
7-5
1
6-5
2
5-9
2
3-2x10
10-6
1
9-1
2
8-2
2
9-1
2
7-10
2
7-0
2
3-2x12
12-2
2
10-7
2
9-5
2
10-7
2
9-2
2
8-2
4-2x8
7-0
1
6-1
' 2
5-5
2
6-1
2
5-3
2
4-8
2
4-2x10
11-8
1
10-6
1
9-5
2
10-6
1
9-1
2
8-2
2
4-2x12
14-1
1
12-2
2
10-11
2
12-2
2
10-7
2
9-5
2
Roof, ceiling and one
center -bearing floor
2-2x4
3-1
1
2-9
1
2-5
1
2-9
1
2-5
1
2-2
1
2-2x6
4-6
1
4-0
1
3-7
2
4-1
1
3-7
2
3-3
2
2-2x8
5-9
2
5-0
2
4-6
2
5-2
2
4-6
2
4-1
2
2-2x10
7-0
2
6-2
2
5-6
2
6-4
2
5-6
2
5-0
2
2-2x12
8-1
2
7-1
2
6-5
2
7-4
2
6-5
2
5-9
3
3-2x8
7-2
1
6-3
2
5-8
2
6-5
2
5-8
2
5-1
2
3-2x10
8-9
2
7-8
2
6-11
2
7-11
2
6-11
2
6-3
2
3-2x12
10-2
2
8-11
2
8-0
2
9-2
2
8-0
2
7-3
2
4-2x8
5-10
2
5-2
2
4-8
2
5-3
2
4-7
2
4-2
2
4-2x10
10-1
1
8-10
2
8-0
2
9-1
2
8-0
2
7-2
2
4-2x12
11-9
2
10-3
2
9-3
2
10-7
2
9-3
2
8-4
2
Roof, ceiling and one clear
span floor
2-2x4
2-8
1
2-4
1
2-1
1
2-7
1
2-3
1
2-0
1
2-2x6
3-11
1
3-5
2
3-0
2
3-10
2
3-4
2
3-0
2
2-2x8
5-0
2
4-4
2
3-10
2
4-10
2
4-2
2
3-9
2
2-2x10
6-1
2
5-3
2
4-8
2
5-11
2
5-1
2
4-7
3
2-2x12
7-1
2
6-1
3
5-5
3
6-10
2
5-11
3
5-4
3
3-2x8
6-3
2
5-5
2
4-10
2
6-1
2
5-3
2
4-8
2
3-2x10
7-7
2
6-7
2
5-11
2
7-5
2
6-5
2
5-9
2
3-2x12
8-10
2
7-8
2
6-10
2
8-7
2
7-5
2
6-8
2
4-2x8
5-1
2
4-5
2
3-11
2
4-11
2
4-3
2
3-10
2
4-2x10
8-9
2
7-7
2
6-10
2
8-7
2
7-5
2
6-7
2
4-2x12
10-2
2
8-10
2
7-11
2
9-11
2
8-7
2
7-8
2
Roof, ceiling and two
center -bearing floors
2-2x4
2-7
1
2-3
1
2-0
1
2-6
1
2-2
1
1-11
1
2-2x6
3-9
2
3-3
2
2-11
2
3-8
2
3-2
2
2-10
2
2-2x8
4-9
2
4-2
2
3-9
2
4-7
2
4-0
2
3-8
2
2-2x10
5-9
2
5-1
2
4-7
3
5-8
2
4-11
2
4-5
3
2-2x12
6-8
2
5-10
3
5-3
3
6-6
2
5-9
3
5-2
3
3-2x8
5-11
2
5-2
2
4-8
2
5-9
2
5-1
2
4-7
2
3-2x10
7-3
2
6-4
2
5-8
2
7-1
2
6-2
2
5-7
2
3-2x12
8-5
2
7-4
2
6-7
2
8-2
2
7-2
2
6-5
3
4-2x8
4-10
2
4-3
2
3-10
2
4-9
2
4-2
2
3-9
2
4-2x10
8-4
2
7-4
2
6-7
2
8-2
2
7-2
2
6-5
2
4-2x12
9-8
2
8-6
2
7-8
2
9-5
2
8-3
2
7-5
2
(continued)
90
2003 INTERNATIONAL RESIDENTIAL CODE®
FLOORS
TABLE R502.5(2)
GIRDER SPANS' AND HEADER SPANS° FOR INTERIOR BEARING WALLS
h h f' thern ine and spruce-pine-firband required number of jack studs)
(maximum spans 701"Jougias fir-larc em- tr, sou p
HEADERS AND GIRDERS SUPPORTING
SIZE
BUILDING WIDTH` (feet)
20
28
36
Span
NJ°
Span
NJd
Span
NJd
One floor only
2-2x4
3-1
1
2-8
1
2-5
1
2-2x6
4-6
1
3-11
1
3-6
1
2-2x8
5-9
1
5-0
2
4-5
2
2-2x10
7-0
2
6-1
2
5-5
2
2-2x12
8-1
2
7-0
2
6-3
2
3-2x8
7-2
1
6-3
1
5-7
2
3-2x10
8-9
1
7-7
2
6-9
2
3-2x12
10-2
2
8-10
2
7-10
2
4-2x8
9-0
1
7-8
1
6-9
1
4-2x10
10-1
1
8-9
,1
7-10
2
4-2x12
11-9
1
10-2
2
9-1
2
Two floors
2-2x4
2-2
1
1-10
1
1-7
1
2-2x6
3-2
2
2-9
2
2-5
2
2-2x8
4-1
2
3-6
2
3-2
2
2-2x10
4-11
2
4-3
2
3-10
3
2-2x12
5-9
2
5-0
3
4-5
3
3-2x8
5-1
2
4-5
2
3-11
2
3-2x10
6-2
2
5-4
2
4-10
2
3-2x12
7-2
2
6-3
2
5-7
3
4-2x8
6-1
1
5-3
2
4-8
2
4-2x10
7-2
2
6-2
2
5-6
2
4-2x12
8-4
2
7-2
2
6-5
2
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 men.
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, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an ap-
proved framing anchor attached to the full -height wall stud and to the header.
R502.6 Bearing. The ends of each joist, beam or girder shall
have not less than 1.5 inches (38 mm) of bearing on wood or
metal and not less than 3 inches (76 mm) on masonry or con-
crete except where supported on a 1 -inch -by -4 -inch (25.4 mm
by 102 mm) ribbon strip and nailed to the adjacent stud or by
the use of approved joist hangers.
R502.6.1 Floor systems. Joists framing from opposite sides
over a bearing support shall lap a minimum of 3 inches (76
mm) and shall be nailed together with a minimum three 10d
face nails. A wood or metal splice with strength equal to or
greater than that provided by the nailed lap is permitted.
R502.6.2 Joist framing. Joists framing into the side of a
wood girder 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).
92
R502.7 Lateral restraint at supports. Joists shall be sup-
ported laterally at the ends by full -depth solid blocking not less
than 2 inches (51 mm) nominal in thickness; or by attachment
to a header, band, or rim joist, or to an adjoining stud; or shall be
otherwise provided with lateral support to prevent rotation.
Exception: In Seismic Design Categories Di and D2, lateral
restraint shall also be provided at each intermediate support.
R502.7.1 Bridging. Joists exceeding a nominal 2 inches by
12 inches (51 mm by 305 mm) 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) strip
nailed across the bottom of joists perpendicular to joists at
intervals not exceeding 8 feet (2438 mm).
R502.8 Drilling and notching. Structural floor members shall
not be cut, bored or notched in excess of the limitations speci-
fied in this section. See Figure R502.8.
2003 INTERNATIONAL RESIDENTIAL CODE®
2) #5 rebar
o extend 24
.nches beyond
opening.
Reinforcement for openings in plain concrete
(2) #5 re
beyond op
do not re
ar to extend
ning. Doorway:
uire rebar in
in bottom of opening.
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.
WALL CONSTRUCTION
NO. 4 CONTINUOUS BAR
AS REQUIRED IN
SECTION R611.7.1
TOP OF WALL STORY
L<2'(0.61m)
WALL REINFORCEMENT
AS REQUIRED
SEE TABLE R611.7(2),
R611.7(3), R611.7(8),
R611.7(9) OR R611.7(10).
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
co
2
2
Z
2
E
E
N
MIDDLE OF SPAN, A.
NOT REQUIRING STIRRUPS
SEE TABLE R611.7(2), R611.7(3),
R611.7(4), R611.7(5), OR R611.7(8)
LINTEL REINFORCEMENT
AS REQUIRED
24"
:0.6 m
>_2'(0.61m) 24"
;0.6 m;
OPEN REINFORCEMENT
AS REQUIRED PER
TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN. MIN.
2.5 IN. MAX.
ice- T -►i
1
N
o■■1
UI wl MMI MaiMI MI1
Mill NMI
EMI MI
MN■ U
NM WA:
NEB MEI
MEI NMI
MEI EMI
111.1MMI NMI
II
N\NM WM:
NM MNMI NMI
MI NM
I
NMI
1.5 IN. MIN.
2.5 IN. MAX.
NO. 4 BAR LINTEL
REINFORCEMENT REQUIRED
MINIMUM NO. 3 STIRRUP
AS REQUIRED
INSULATING FORM
HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS
186 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
R611.7.1.3 Horizontal steel. Concrete walls with a
minimum thickness of 4 inches (102 mm) shall have a
minimum of one continuous No. 4 horizontal reinforc-
ing bar placed at 32 inches (812 mm) on center with one
bar within 12 inches (305 mm) of the top of the wall
story. Concrete walls 5.5 inches (140 mm) thick or
greater shall have a minimum of one continuous No.4
horizontal reinforcing bar placed at 48 inches (1219
mm) on center with one bar located with in 12 inches
(305 mm) of the top of the wall story.
For townhouses in Seismic Design Category C, the
minimum horizontal reinforcement shall be one No. 5
at 24 inches (610 m) on center or one No. 4 at 16 inches
(407 mm) on center. For all buildings in Seismic Design
Categories Dl and D2, the minimum horizontal rein-
forcement shall be one No. 5 at 18 inches (457 mm) on
center or one No. 4 at 12 inches (305 mm) on center.
Horizontal reinforcement shall be continuous around
building corners using corner bars or by bending the
bars. In either case, the minimum lap splice shall be 24
inches (610 mm). For townhouses in Seismic Design
Category C and for all buildings in Seismic Design Cat-
egories Dl and D2, each end of all horizontal reinforce-
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices. Where lap splicing of vertical
or horizontal reinforcing steel is necessary, the lap
splice shall be in accordance with Figure R611.7.1.4
and a minimum of 40db, where db is the diameter of the
smaller bar. The maximum distance between
noncontact parallel bars at a lap splice shall not exceed
8db.
R611.7.1.5 Standard hook. Where the free end of a re-
inforcing bar is required to have a standard hook, the
hook shall be a 180 -degree bend plus 4db extension but
not less than 21/2 inches, or a 90 -degree bend plus 12db
extension.
R611.7.2 Wall openings. Wall openings shall have a mini-
mum of 8 inches (203 mm) of depth of concrete for flat and
waffle -grid ICF walls and 12 inches (305 mm) for
screen -grid walls over the length of the opening. When the
depth of concrete above the opening is less than 12 inches
for flat or waffle -grid walls, lintels in accordance with Sec-
tion R611.7.3 shall be provided. Reinforcement around
openings shall be provided in accordance with Table
R611.7(1) and Figure R611.7(2). All reinforcement placed
horizontally above or below an opening shall extend a mini-
mum of 24 inches (610 mm) beyond the limits of the open-
ing. Wall opening reinforcement shall be provided in
addition to the reinforcement required by Sections R611.3,
R611.4, R611.5 and R611.7.1. The perimeter of all wall
openings shall be framed with a minimum 2 -inch by 4 -inch
plate, anchored to the wall with 1/2 inch (12.7 mm) diameter
anchor bolts spaced a maximum of 24 inches (610 mm) on
center. The bolts shall be embedded into the concrete a mini-
mum of 4 inches (102 mm) and have a minimum of 11/2 (38
mm) inches of concrete cover to the face of the wall.
Exception: The 2 -inch by 4 -inch plate is not required
where the wall is formed to provide solid concrete
around the perimeter of the opening with a minimum
depth of 4 inches (102 mm) for the full thickness of the
wall.
R611.7.3 Lintels.
R611.7.3.1 General requirements. Lintels shall be
provided over all openings greater than or equal to 2 feet
(610 mm) in width. Lintels for flat ICF walls shall be
constructed in accordance with Figure R611.7(3) and
Table R611.7(2) or R611.7(3). Lintels for waffle -grid
ICF walls shall be constructed in accordance with Fig-
ure R611.7(4) or Figure R611.7(5) and Table R611.7(4)
or R611.7(5). Lintels for screen -grid ICF walls shall be
constructed in accordance with Figure R611.7(6) or
Figure R611.7(7). Lintel construction in accordance
with Figure R611.7(3) shall be permitted to be used
with waffle -grid and screen -grid ICF wall construction.
Lintel depths are permitted to be increased by the height
of the ICF wall located directly above the opening, pro-
vided that the lintel depth spans the entire length of the
opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND
OPENING WIDTH (L) (feet)
MINIMUM HORIZONTAL
OPENING REINFORCEMENT
MINIMUM VERTICAL
OPENING REINFORCEMENT
Flat, Waffle-, and
Screen -Grid:
L<2(0.61)
None required
None required
Flat, Waffle-, and
Screen -Grid:
L >_ 2 (0.61)
•
Provide lintels in accordance with Section R611.7.3.
Provide one No. 4 bar within 12 inches (305 mm) from the
bottom of the opening. Top and bottom lintel
reinforcement shall extend a minimum of 24 inches (610
mm) beyond the limits of the opening.
In locations with wind speeds less than or equal to 110 mph (177
km/hr) or in Seismic Design Categories A and B, provide one No. 4
bar for the full height of the wall story within 12 inches (305 mm) of
each side of the opening.
In locations with wind speeds greater than 110 mph (177 km/hr),
townhouses in Seismic Design Category C, or all buildings in
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
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,o.a,f
NO.5 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T
(inches)
LINTEL DEPTH, D
(inches)
3.5
5.5
8
12
16
MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)°
20
Supporting Roof
Supporting Light Framed 2nd Story
and Roof
Supporting ICF Second Story and
Roof
Ground Snow Load
24
8
12
30 psf
4-9
(1-2)
7-2
(1-11)
16
20
24
7.5
9.5
8
12
9-6
(2-9)
11-1
(3-5)
70 psf
4-2
(0-9)
6-3
(1-3)
8-0
(1-9)
9-1
(2-3)
30 psf
3-11
(0-8)
5-11
7-4
(1-6)
70 psf
3-7
(0-6)
5-5
(0-10)
6-6
(1-2)
30 psf
3-7
(0-6)
5-5
(0-10)
6-7
(1-2)
70 psf
3-5
(0-5)
5-0
(0-8)
5-6
(1-10)
8-3
(3-0)
9-9
(4-1)
16
20
4-10
(1-2)
6-9
(2-0)
4-7
(1-0)
6-3
(1-9)
4-2
(0-9)
5-6
(1-4)
4-2
(0-10)
5-7
(1-4)
3-10
(0-8)
6-1
(2-6)
8-2
(4-0)
24
8
12
16
20
24
5-2
(1-8)
4-9
(1-5)
4-3
4-3
6-4
(3-1)
5-2
(2-1)
4-10
(1-9)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 IcN/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: 1/240.
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.
174
2003 INTERNATIONAL RESIDENTIAL CODE®
T
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 APPROA ,HING
BEDROOMS, VAULTED C`_ILING
WITH RISE OF 24" & ON EACH FLOUR)
Egress windows openable
5.7 sq. ft. - 44" sill
5'5
10'8 1-2.4
5'3
EXHAUST FANS'
100 CFM kitchen
50 CFM bathrooms
& laundry
2'4 y- 11'4
F 5'7 1'
5'9
5.5
77'5
A40` � il��c 4 P�vL� p cLIL cf,z_3
44.2.("0, t,
rt /0 �LTq
SAFETY GLASS
7.7
19'11
6'2
6'2
UP
3r.
3:
3'5
F MERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
11 ' FAR OPENING:
• LOOR OPENING (MAX 44")
2, '. t AR OPENING HEIGHT
3 'r AR OPENING WIDTH
4! ^.' • NISHEDSILL T
5 7 SQUARE FEET
5 0 SQUARE FEET
24 INCHE S
201NCHF S
44" ABOVE FLOOR
31
BEDROOM
152 sq ft
1'Z
10'—cs+
N
(N-4'4
MASTER BDRM
192 sq ft
15'11
BEDROOM
150sgft
DW
PANTRY
37 sq ft.!
■
ED
LA
33 sq
1
io
KITCHEN
218 sq ft
111111111111E
MASTER BATH
37 ft �II
1�
MATER BATH
IL_ `49 sq f(
BATH-
37sgft
BTH
sc ft' i\
1'6 4'10
3'7 1
7'3 -• 4'6
2'4
5'5
5'5 •
2'
LIVING
384 sq ft
4'1
12'8
77'5
4'1
• • Y r II • , 1
NAI fp0M TH€y AE THE ROOM WITH
t . •, .1F KEYS 0R TOOL
OUT
� v L i� t.S rc O s •1,,,.t (c s w�... r .s :
WH
PROTECTION AND OPE INGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HAVE: ,
t MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
C NSTRUCTION ON THE GARAGE SIDE: _I
5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
❑ 1/2" GYP BOARD (F ( METTIC. FLOOR/CEILING)
2) OPENINGS BETWEEN GABR.QE.,4qN�D RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB C,(�R
STEELSDOORS NOT LESS THAN 13/8". OR 20 MINUTE FIRE RATED
2'3
2'7
— 5'2 I- 2'3
UP
241
lRF/DOS a -k1
Egress windows openable
5.7 sq. ft. - 44" sill
8'
218
4011
573
11'5
11'4
gf
reiii-Arced Cosc•-e e
2,1 i-ksul leJ CNcrefe 7.-.,..s
8'8 711
187
74 - 5'5 74
55
573
11'
5e
1s-- dYa r ti
v
147
U"Z6k7- ee Fasene'e.e.f7%a .-t.
-5-4a4 r,- l
J
9LOCKING UNDER ALL COLUONNS
nc , ;'. +:. AND SHEAR WALLS.
PROVIDE DOUBLE JOINTS MIS UNDER M.L NNW
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS 0.4 1O FOUNDATION
UNDER All HP.AND GIRDER MUMS IMO.
PROVIDE SHEAR =mom ffiOMN1TEFMOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE
locking required at mid
h ight in unfinished
wring walls
rs
6- s /fit crit ,f rq i. GJ
oo%P Roo �vPr
c ha se l /.z "ea -e,
1.2'r -e5 eke()S
Attic Vent
1/150 1/300
Ntct
fOrtor
riot c,?//'s,,Fj 5
Attic Vation
1 Sq Ft per every app
ventilated with at tent 50% in the upper
portion of roof area.
c'Q ; /Z p,`74 Ue - /ki7 mal / (7 eus
F!4 -- re/A795 o vee D h e r
2 2'' g3a CCeS r pt tea '*�i7ere
i de p //; ed a-zr. Yrta e-4 1"04,7
C'�r571")'uc/ra-/ O 5iiP ,fqb/e�
MGrtK�a c art k -e ce Irtf 5s'• 400 felt for ice
a1/ °t ®,C,i/8'GAP dam protection'
BET',NEEN SHEATTHING -r
= GDX 5,ercthi' kgS eir4.c:c+�+•t'-
30-ly r Co /005;4e rooJiktel
,ce Gud wa-ter shield e
={11=19
resat, _
0
d1
�±ETO
)2'/:flee /c 7 reetoe4 Cor /Kg I't•
r _.1ALL,FOOT{NGS MUST BE CONTINUOUS
�6"XS"
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPOf TS
& PORCHES - 3500 # PSI
k es y.e,/r4/le
eames
- 2''XC "(� 16''0.0,
�
al�{Ns:,/e L"cr//5
lb back aa4
WPB/ eKd
54"e / 72u idiAd6a w /we//s _/
W4' ( e�Jr-er`, /A c"der
pi c ar.,e 14/414210t.'5
NL i1V Sci FT
ry 3'
-/--//
pi
rep d
Attic Vent
1/150 1/300
R;dye
1/-
Pres, �e ha -de
1 6 niim,-' "''' c;r 5 f4ce
c..Klk 4* • se. 1
1/e.44-1--
4.1/4
eieZ
2"X'1'0 /6'' d,C, iy�ica/J
except wails w//fh /
folk /1./e -h '7
lb "Q, c. tY�.
R-2/ /�5u14.�'o -
ey-iLericr wa/iS
`rlJuc'!wo�1=
v";(1" e 16 "0. C. J
era /1
y"C�Pre/e stab
L'f "_ Jai4�s
Kk
xtovivi" ccq
2neko bpi -LS
61 a.c. tjpFct—)
S " rape r-1-1.A.
inhire.(/c7ed 7Gr"-,5
b tSa :. nvkir
x,'tiw �S
i J f�,t��tta-tS&
-24'/Xe` l�afw,e �-/6"N�1! f' K� ~is44te.i��4b1�t9�1'
Kt'r+ (2-4'r e3J ,f -j 5-t '
wp5f neatteli,-L
Viezd
Annumm,-J 16
ZONE- !92
ROAD
FRONT r'em-LL-
7—
COMMENTS clia,
RElinEWEDBY
2'0 LANE
b
;T*
C -D
N112 L9 825,
Corbin Add ton to Gxservicras
N 89`A3'61" W 642.23'
Ij
CAI
LOT 2 ci4,
1.75 acts
PUMOSe of
This sit? plan jr, being qualmour to
tmildItIg perroaW is a tnia and correct
)t me 10gongilL All known property
U.Mogu0jM and easements
t:,i,b wettands,
have AW areas.
steep
bodies of wale., steeP
S d:
caw:
N 89"44'0X'N 642,21'
C-)d#UN chain
link taros.
jo r
90. 1'
t
N
N 89"44VOT W 280.0i
LOT I
28,7.$9 sq. fL
00 825
Cftin AddWm to Gr"nacrui
e
It. 1 i, —
A PORTION OF THE NW114 OF SECTION 19,
TOWNSHIP 26 NORTH, RANGE 46 EAST, W.M.,
CITY OF SPOKANE VALLEY,
SPOKANE COUNTY, WASHINGTON
z w1do borcw
1 48.4!
Wim
"0
0
FI
LA
11
/FOURTH AVENUE
CZ=m
A�?
at
2
b
;T*
C -D
N112 L9 825,
Corbin Add ton to Gxservicras
N 89`A3'61" W 642.23'
Ij
CAI
LOT 2 ci4,
1.75 acts
PUMOSe of
This sit? plan jr, being qualmour to
tmildItIg perroaW is a tnia and correct
)t me 10gongilL All known property
U.Mogu0jM and easements
t:,i,b wettands,
have AW areas.
steep
bodies of wale., steeP
S d:
caw:
N 89"44'0X'N 642,21'
C-)d#UN chain
link taros.
jo r
90. 1'
t
N
N 89"44VOT W 280.0i
LOT I
28,7.$9 sq. fL
00 825
Cftin AddWm to Gr"nacrui
e
It. 1 i, —
A PORTION OF THE NW114 OF SECTION 19,
TOWNSHIP 26 NORTH, RANGE 46 EAST, W.M.,
CITY OF SPOKANE VALLEY,
SPOKANE COUNTY, WASHINGTON
z w1do borcw
1 48.4!
Wim
"0
0
FI
LA
11
/FOURTH AVENUE
CZ=m
0)
Z
(.1 0
z i. ----
CC III fi
cc 0 u-
0 z 0 C33 0
0
u_ < p... D 0 U)
Z co cf) cc Z
D < 0
W• OWEE Z — < 00
CC --I U3
CD (1 111 LU CO DO_
4( z CD I_ zcow
25 EE !3 s2 c) u,Z
UJ UJ cc
O 07
U-1 I— C.) 10
5-, Z IJJ
CC • Z 0 ...1 Ci) LL
CL UJ CC U- Z
0
CITY COPY
P -'••"';'.i 4.
LT, kiEt.„ri uOrop: R-3 ryc.,e. VB
0-1 V Et
GARAGE U-1 vB
ne!: MERRiTT, LAYNE
OWNER
59/2,1r,';