2008, 06-03 Permit: 08002044 Egress Windows Spokane
�sValley
Community Development Building Division
11703 E Sprague Ave Suite B3 Spokane Valley WA 99206
Inspection Request Line: 509-688-0054
All inspections are scheduled through this line
THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION
***Inspection requests must be scheduled before 7:00 am
the morning of the desired date of inspection***
To call in an inspection request:
1. Call the Inspection Request line: 509-688-0054
2. When prompted, indicate your inspection area as checked below:
EAST AREA Press "1"
XSOUTH AREA Press "2"
NORTH AREA Press "3"
3. Leave the following information:
Project number: II _ r •
Project Address:
Type of Inspection
Your phone number
Your preference for AM or PM inspection time ***
Special arrangements for access
*** The inspector will make every effort to accommodate your preference.
Depending on workload, the inspector cannot guarantee AM or PM inspection.
4. To speak directly with the inspector, please call their direct line between 7:00 am-7:30 am.
Spokane
.
.. OF Valley
Community Development Building Division
11703 E Sprague Ave Suite B3 Spokane Valley WA 99206
PROJECT INSPECTION RECORD
Inspection Request Line: 509-688-0054
AU inspections are scheduled through this line
THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION
PROJECT NO: Chana44 PROJECT ADDRESS: 11,7_13 .
`k ` PjLi
Inspection Date Notes Corrections Approved Inspector
Left?
SETBACKS
FOOTINGS
REINFORCEMENT
UNDERGROUND
RADON
SHEAR/BRACE WALL
SHEATHING
HOLDDOWNS
FRAMING
GAS PIPING
DUCT WORK
WATER PIPING
DRAIN/WASTE/VENT
INSULATION
CEILING GRID
FIREWALL/GWB
FIRE PROTECTION
HVAC
HOOD/DUCT
OTHER REQ:
FINAL: FIRE
FINAL: PLANNING
FINAL: ENGINEERING
FINAL: BUILDING
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PO'AM. CO'CR! nor
(509) 489-0900
FAX (509) 489.0959
'Joon° 14"40 • M.B.E #D5M2904570
QUOTATION
4a1TEDBY DATE QQUOTD
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OUICEib DATE ORDERED: ORDERED BY:
FAX#� 1- 75 Z:7 CONTACT Z SON:
Pa/MOBIL 0- JQR DATE:. TIME:
1
I - UNIT TOTAL
QUANTITY'DBSCRIITON OF WO: *C
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gc R 55 ! ,)t/160'—
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WE ASSUME kiO RESPONSIBILITY FOR LAYOUT OR CUTTING ANY EMBEDDED ITEMS.
PRIMES SUBJECT TO CHANGE IF QUANTITIES OR CONDITIONS CHANGE.
COMMENTS
MAR 14 2008 09:56 5094890959 PAGE.01
1
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
THESE PLANS MUST BE KEPT
ON THE JOB SITE
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
Siam
,,,,,00IaHey
REVIEWED FOR r/CDE COMPLIANCE
SPOKANE"VALLEr' 'UL !G DIVISION.
` ca ,3 0� — ----
Untitled Page Page 1 of 1
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EMERGENCY EGRESS MOUTAEMINTS
FROM SWIPING ROOMS
1)NET CLEAR OPENING: 5.1 SQUARE FEET
• GRADE FLOOR OPENING BM 441 5.0 SQUARE FEET
2)NET CLEAR OPENING HEIGHT 24 INCHES
3)NET CLEAR OPENING MOTH 2O INCHES
4)MAX FINISHED SILL HEIGHT 44•ABOVE FLOOR
5)EMERGENCY
OPERATIONAL FROM THE INSHDE OFDIE ROOM WITHOUT
TME USE OF KEYS OR TOOLS
WHEN INTERIOR ALTERATIONS,REPAIRS OR ADDITIONS
• REQUIRING A PERMIT OCCUR,OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
• DWELLINGS.THE DWELLING UNIT SHALL 8E PROVIDED
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
DWELLINGS.
SMOKE ALARMS SHALL BE INTERCON-
N'CTED AND HARD WIRED IN SUCH A
M ,d;NIER THAT THE ACTIVATION OF ONE
,;M WILL ACTIVATE ALL ALARMS.
11:OOMS, AREAS APPROACHING
'? '2OSHiS , VAULTED CEILING
C) 24" F ! EACH FLOOR)
FLOORS
TABLE R502.5(1)
GIRDER SPANS'AND HEADER SPANS'FOR EXTERIOR BEARING WALLS
I (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir"and required number of jack studs)
GROUND SNOW LOAD(psf)'
30 50
Building width`(feet)
I GIRDERS AND 20 28 36 20 28 36
HEADERS
SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Span NJ
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
Roof and ceiling 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 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
2-2x4 3-1 I 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
Roof,ceiling and one 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2
center-bearing floor
3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3
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
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
Roof,ceiling and one clear 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2
span floor
3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9
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
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
Roof,ceiling and two 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2
center-bearing floors
3-2x10 7-3 2 6.4 2 5-8 2 7-1 2 6-2 2 5-7
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 74 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)
2003 INTERNATIONAL RESIDENTIAL CODE®
90
FLOORS
TABLE R502.5(1)--continued
GIRDER SPANS'AND HEADER SPANS'FOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs)
GROUND SNOW LOAD(pal' .
30 SD
Building width'(feet)
GIRDERS AND 20 28 36 20 28 36 I
HEADERS
SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span _ NJ° Span NJ° Span NJ°
2-2x4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 1-5 2
2-2)06 3-1 2 2-8 2 2-4 2 3-0 2 2-7 2 2-3 2
2-2x8 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3
2-2x10 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 3-7 3
2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3
Roof,ceiling and
two clear span 3-24 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2
floor
3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3
3-2x12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3
4-24 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3 2
4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2
42x12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3
For SE 1 inch=25.4 mm,1 pound per square foot=0.0479 kN/m2.
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.
e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf.
2003 INTERNATIONAL RESIDENTIAL CODE® 91
SjöIa if
Valley
EMERGENCY ESCAPE AND RESCUE
EGRESS WINDOW
*Minimum 20"wide clear opening
*Minimum 24"high clear opening
*Minimum 5.7 sq ft openable area
**5.0 sq ft minimum @ grade floor
*Top of sill maximum of 44" above finished floor
II . 34'CLEAR I
20'CAR
MINLE
//'/,,/ \
OPENABLE
�' AREA r'
5.7 SQ FT MIN 41'CLEAR ..� �'
�(5.0SQFTMIN
0 GRADE OPENABLE AREA
FLOOR) 24'CLEAR
5.7SQFTMIN MIN
(5.0 SO FT MIN
GRADE FLOOR)
• MINIMUM SIZE WINDOW
WINDOWWFOR 220 IN.
MINIMUMSIZEFOR 24 IN.CLEAR HEIGHT
0
CLEAR WIDTH
SILL HEIGHT
44'MAX
FLOOR
Grade floor opening is a window or other openings located such that the sill height of
the opening is not more than 44" above or below the finished ground level adjacent to
the opening.
WINDOW WELL LADDER EGRESS
*Minimum 36" x 36" *At least 12" in width
*Minimum 9 sq ft clear floor area *Rungs not more than 18" on center
*Top of wall a maximum of 44" above *Minimum 3" toe space
the floor of the well *Permanently fixed
*A guardrail is not required unless an *Non-combustible
exit way adjoins the well. *Shall extend to top of wall
*Provide drainage
DEEP WELLS
*If the top of the window well wall is more
than 44" above the floor of the well, either
a permanently fixed ladder or stair egress
is required.
*The ladder or stair may encroach a maximum
of 6" into the required clear floor space.
NET CLEAR DIMENSIONS WHEN LADDER OR STAIR PERMITTED
FULLY OPENED TO PROVIDE INCHES INTOCH MAXIMUM OF
6
9 SQUARE FEET OF OPENING 6 DIMENSIONS REQUIRED
WINDOW WELL
LADDER OR STAIR
REQUIRED `\\\•
://\//\\:
I / 36'MIN
\_EMERGENCY ESCAPE ////`
- OR RESCUE OPENING \\\9//\\\///‘\\\'///\\\\'ii/\\\//A\\\%//
\\ WITH FINISHED SILL
/// HEIGHT BELOW
9//� ADJACENT GRADE
.\\\
36'MIN
.\\\
.\\\\\\'///\\\"///.\\\
*Where bars, grills, covers, screens or similar devices are installed over emergency
escape and rescue openings, they must be openable from the inside without the need
of special knowledge or special tools, and the force to open them may not be greater
than that required of the opening itself.
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