2000, 08-03 Permit App: 00006803 Addition, a
Project Number: 00006803 Inv: 1 ! Application Date: 08/03/2000 Page I of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: SUNROOM ADDITION Contact: SPOKANE SUNROOMS & REMODELIN
Address: BOX 248
C - S - Z: VERADALE, WA 99037-0248
Setbacks: Front 30 Left: 28 Right: 26 Rear: 32 Phone: (509) 464-3650
Group Name:
Site Information: Project Name:
Plat Key: 003933 Name: KARMA ADDITION District: F
Parcel Number: 45261.2904 Block: Lot:
SiteAddress: 14812 E 21ST CT Owner: Name: SHATTO, TERRY
VERADALE, WA 99037 Address: 14812 E 21ST CT
Location:: VER VERADALE, WA 99037
Zoning: UR 3.5
Water District: Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:..
Department Review
F—
BUILDING Site Plan Review Released B
y.
Hold Reasons:
Permit Conditions:
BUILDING Plan Review �-y-
Hold Reasons:
Permit Conditions:
Permits: uuSurooNH:ga .. Awa....
Project Number: 00006803 Inv: 1 Application Date: 08/03/2000
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: SPOKANE SUNROOMS & Firm: SPOKANE SUNROOMS & REMOD
Address: PO BOX 248 Phone: (509) 464-3650
VERADALE, WA 99037
Building Characteristics
Const Category: Remodel Group: R-3 Type: VN
Nbr Of Dwellings: Occupant Load:
Building Height: 11
Bldg W x D: 10 x 19 Building Sq Ft:
190 Sprinklers: ❑
Req Parking: Handicap Parking:
Critical Materials: ❑
This Application:
Description Grp Tyne Notes
Sci Ft Valuation
RESIDENCE R-3 VN
190 $11.780.00
Item Description
RESIDENTIAL VALUATION
STATESURCHARGE
RESIDENTIAL SURCHARGE
Totals: 190 $11,780.00
Units Unit Desc
1 Y OR BLANK
1 Y OR BLANK
1 Y OR BLANK
Permit Total Fees:
Stories: 1
Total Project:
Sq Ft Valuation
190 $11,780.00
190 $11,780.00
Fee Amount
$188.00
$4.50
$41.36
$233.86
Page 2 of 2
Payment Summary
Operator: DMD Printed By: DMD Print Date: 08/03/2000
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owine
Building Permit $233.86 $233.86 $0.00 $233.86
$233.86 $233.86 $0.00 $233.86
Notes:....
Project Description:
PROJECT APPLICATION
SPOKANE COUNTY DIVISION OF BUILDING & CODE ENFORCEMENT
1026 WEST BROADWAY AVENUE
SPOKANE, WA 99260
509-477-3675 (�
TYPE OF APPLICATION
Building Permit
O Change in Use
13 Grading
O Manufactured Home Permit
O Relocation
O Sign
O Tenant (New/Change)
O Other
SPECIFIC SITE INFORMATION
Street Address: / t /1
E 21
Assessor's Tax Parcel Number(s): -1 •, 90
/
Legal Description:
t,;11
®C
Department Use Only
Water District/Purveyor:
Sewer District/Purveyor
Road width
Setbacks
Fax:
MailingAddress:
C- -'
Front: Rear:
a
Yft: Right:
School District:
Fire District:
Zoning _
i - �
OWNER/APPLICANT INFORMATION
0 Indicate who should be contacted regarding this project
❑�hOwner: /�
-+
S�AFax:
Phone: 94-9070
11 Applicant:
Phone:
t(�1 \10VY--
Unfinished basement sq. ft.
Dimensions
9'' A X l q
if
Sid
Fax:
MailingAddress:
t
Occupancy group
Mailing Address:
Construction type
r
o
Cost of project
Heat source (electric, gas, etc.)
City, State, Zip
City, State, Zip
1i
Con actor
�%
�p
Phone �.%
/ y-
Architect/Engineer
Phone
4e08-790(0
i
MS+/ Or
(n Fax
(5 jF A I 1 )r`
Fax
M iling address
Mailing Address �
kQVvl
X
'f I
M66f I U-)
City,,Sptate Zip
lVl ci
// �j
�(
%%�� `''�,�/�
C.f� / Q2
City, State Zip
WA State Contractor license
#
Con ct nnacame:
pokA
15 POO f�
_,&a Q
PROJECT INFORMATION
Building Information
Building height to peak
of O'r,lt
N of stories
Main floor sq. ft.
Unfinished basement sq. ft.
Dimensions
9'' A X l q
if
Sid
Total habitable space
2nd floor sq. ft.
Finished basement sq. ft.
Occupancy group
Construction type
Garage sq. ft.
Deck sq. ft.
Cost of project
Heat source (electric, gas, etc.)
Manufactured Home r Sign '
Width:
Length: What is the square footage of the sign
face?
How high is the sign?
Year:
Make: # of signs
Area of existing signs
Relocation Fire Safety
Previous address Fire Sprinkler Tent
Paint booth t Fire Alarm Fireworks display
use
Special Inspections Required? `
Non -Residential Energy Code Compliance?
Firm Name Phone
Inspectors:
Plans Examiner Phone
Address
s uare feet or acres
Inspector Phone
O Concrete 13 Welding O Bolting 13 Reinforcement
Address
ADDITIONAL SITE INFORMATION
Are there structures on the property? g Yes 13 No
What is the current property size?
Is public sewer available to the site? Yes O No
1 es, identify on siteplan
s uare feet or acres
Is any part of the property within 250 feet of a shoreline?
What is the current use of this property?
Is public water available to the site? Yes O No
1 es, identify on siteplan 13 Yes JAI No
O No
Is your property in a designated wildlife habitat area?
Will the site be served by a septic system? O Yes
No
O Don't know O Yes 0 No
Area? O YesNo
Is any part of the property within a 100 yr flood plain?
Are or will there be wells located on the property?
If yes, identify on site plan
If yes, identify on the site plan 11 Yes
S' No
O Maybe 13 Don't know 13 Yes 9 No
Are there any wetlands, streams or ponds within 200 feet of the
Is there evidence of fill or excavation on the property?
property?
O Yes
0 No
1 es, identib on site plan O Yes 0 No
Are there slopes greater than 30% on the property? (30 ft rise in 100 ft)
Are critical or hazardous materials used or stored on site?
% 13 Yes Z No
11 Yes
a No
DEPARTMENT USE ONLY
Is the property in a designated Stormwater Control
4,V?
Is public sewer available to the site? Yes O No
O Yes
No
Is the property inside the ASA? Yes'Cl
No
Is public water available to the site? Yes O No
O Yes
O No
Is the property inside the PSSA? Yes
O No
Is the property located within 1000 feet of a NaturalRource
Area? O YesNo
Date Recei d: Staff Represen ative:
NORTH
This site plan is being sut�rnit'.nc for'he purpose of
obtaining a building parrnit ; id is a true and correct
representation of the proposal. Ali known property
lines/dimensions, curb lines, structures and easemen
have been identified. Also indicated are wetlan , N
bodies of wafer, steep slopes or other critica reas.
Signed: i �I Tom% �
__— Date:_' `� s=Lt�/ _
Fil
'
\\qb
bry
SITE PLAN
ZONE�.4 e A
OAA M i'H: _-i�)
FRONT: - fL-AN r
COMMENTS: /' i �
REVIEWED � �
196. `t2 ----
,56
TEP,RYANC) NANCY SHATTO �� 8 �� E. 2�5�
SPO1;A N `, W,q 9'9037
SCALE: nC APPROVED BY:
v C DRAWN BY
DATE: 8 .� . OD
REVISED
`SPOKANE SUNROOMISAP4DREMODEL 1 N G
ADDITION
DRAWING
e 6UNRoom
t ,
DESIGN CHECK CALCULATIONS
8'-O" X 20"-0"" SUNROOM ADDITION
SHATTO RESIDENCE
SPOKANE, WASHINGTON
SPOKANE SUNROOMS �
REMODELING
SPOKANE. WASHINGTON
DO NOT
DESTROY
SPOKANE, WASHINGTON
PROTECT: 8'-0" X 20'-0" SUNROOM ADDITION
SHATTO RESIDENCE
SPOKANE, WASHINGTON
SPOKANE SUNROOMS
SPOKANE, WASHINGTON
DESIGN LOADS: MINIMUM LOADS PER 1997 UNIFORM BUILDING CODE
DEAD LOAD = 5 PSF
LIVE LOAD = 30 PSF, SNOW
WIND LOAD = 70 MPH, EXPOSURE B
SEISMIC ZONE = 2B ". �-z P13" to,
7
DESIGN DATA
SPOKANE, WASHINGTON
SIRES 3n7 /
CALCULATIONS
SPOKANE, WASHINGTON
615 E. ST. THOMAS MOORE WAY
SPOKANE, W45141NGTON 99205-5-124
1509? 4(o5-9906 FAX (509) 468-9906
L�, � Lis `.
10ckf-T,- of
PROJECT SAl 1 1 " -iZ CSC'-.' fl
SUBJECT S� �L� F -c Ai
SHEET NO./'��,,�, OF
CALCULATED BY� , t `J 784-IDATE &lz*-z
CHECKED BY DATE
A-fl�j = ( R 4-6 7 ._Ps t �>> t�-� - Off
615 E. ST. THOMAS MOORE WAY
SPOKANE, W45kNCsT0N 99208-5-124
(509) 4(o8- BeO�o FAX (5018) 408-99080
PROJECT. -SO -0 U:I� 0>6x(-IGl
SUBJECT V r�
SHEET NO. OF
CALCULATED BYS DATE
CHECKED BY DATE
IVIA,K; pfv(vIv, WA ' LM ('4)
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PROJECT
SUBJECT
SHEET NO. OF
615 E. ST. THOMAS MOORE WAY CALCULATED BY � �� _ 'v Z7
SPOKANE, WASHINGTON 9`B20a-5*124 DATE
C509? 4roB-VBO(o FAX (509) 4(oB-990eo CHECKED BY DATE
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3
-----------------------------------------------------------------------
FASTFRAME Two -Dimensional Static Frame Analysis
Version 1.11 Copyright (C) 1988,89 ENERCALC SOFTWARE
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Project Title SHATTO RESIDENCE Date : 23 -Jun -2000
Project # SUNROOM Time : 08:16:27 AM
Client SPOKANE SUNROOMS
Scope MAIN FRAME
This 2-D frame consists of :
3 Nodes 0 Nodal Loads
2 Beams 0 Beam Point Loads
5 Load Combinations 3 Beam Distributed Loads
2 Member Properties
-----------------------------------------------------------------------
FASTFRAME is a 2-D finite element program providing structural
analysis & design solutions. FastFrame transforms LOTUS 1-2-3 into
a full featured structural analysis, design, and graphics system.
Full AISC code checking & selection from a 2,700 member database,
structure plotting, and member analysis & graphics is provided.
FastFrame models rigid frames, braced frames, trusses, and any type
of two-dimensional structure. Nodes and Beams are used to define
the frame's geometry and member connections. Nodes and Beams also
have "restraint" and "release" codes which set how the X, Y, and Z
(rotation) degrees of freedom are used. Also, "S" or "D" node
restraints specify spring supports and forced displacements.
Loads are applied to the frame by using the Node Load, Beam Point
Load, and Beam Distributed Load areas. You can apply virtually any
type of load, moment, or thermal gradient to the frame. Also,
"direction" codes can modify the alignment of a load.
Each member has a "property" list which specifies the area, inertia,
and other values, including AISC check values. FastFrame let's you
"Tag" members (i.e. a W21x55 can be tagged "BM1"). You can then
either assign the tag or actual section label (W2lx55) to a member.
Load Factors and Load Combinations are used to combine types of
loads as required by building codes. The "factor" capability enables
FastFrame to assign a single multiplier to each load in a case -or-
each combination at run-time. Gravity loads from frame members can
also be automatically generated.
Output is supplied for node displacements, reactions, beam end shear,
axial & moment loads, and AISC unity checks. Full color structure &
detailed plots for RISC stress checks are also provided.
------------------------------------------------------------------------
NODAL DATA I Global Default Temperature = 0.00
------------------------------------------------------------------------
NODE Coordinates Boundary Restraints Node
LABEL X Y X-dof Y-dof Z-dof Temp
---------- --------- (ft)------------(0,1,2,in,K-in,radians)-----(F)---
1 0 0 1 1
2 0 8
3 9.75 12 1 1
BEAM DATA
Beam Property End Releases Beam
Definition Label I -end J -end BEAM Length
I -node J -node I -or- Tag x y z I x y z LABEL I (ft)
------------------------------------------------------------------------
2 - 3 IFR I I I 2 110.5039
--- ------------------
BEAM STRESS CHECK DATA
BEAM Unbraced Lengths K:Length Factors Bending Coeff 2nd
LABEL Y -Y (axis) X -X Y -Y (axis) X -X Cm Cb Member?
---------- -------- (ft) ------- ------------------ ------------- --------
Default Beam Length 1 1 1 1 No
1 0 0
2 0 0
BEAM PROPERTIES
AISC/Other Area Inertia Elastic Weight Coef.of Fy I Y -Y
Property SECTION I-xx Modulus Density Therm Ex Axis
Tag PROP. LABEL (in^2) (in^4) (Ksi) (K/ft^3) (/100F) Flag
------------------------------------------------------------------------
FR IDefault 29000 0.4896 0.00065 36
TS2.5x2.5xI2.08999 1.69000 146
--------------------------
BEAM DISTRIBUTED LOAD DATA
BEAM I
SMag
EMag
SLoc ELoc
Dir
Load Case Factors
LABEL
(K/Ft,
Deg F)
(ft) (ft)
I
1 1 2 3 4 5
------------------------------------------------------------------------
2
0.098
0.098
1 1
Y
1
2
0.015
0.015
Y
1
1
0.035
0.035
X
1
------------------------------------------------------------------------
LOAD COMBINATION DATA
------------------------------------------------------------------------
Combination Run Stress Load Case Multipliers Factors Y -Load
Description I ? (Increase) 1 2 3 4 5 1 Xgrav Ygrav Flag
------------------------------------------------------------------------
1:DL
1
1.00
1
2: LL
1
1.00
1
3: WL
1
1.00
1
4:DL+LL
1
1.00
1 1
5:DL+WL
1
1.00
1 1
6:
1.00
7:
1.00
8:
1.00
9:
1.00
10:
1.00
11:
1.00
12:
1.00
13:
1.00
so
1
1
1
1
------------------------------------------------
NODAL DISPLACEMENTS AND SPRING/SUPPORT REACTIONS
NODEI
Load
Displacements
(in, rad)
Reactions
(k,k-ft)
LABEL
Comb. I
X
Y
Rotation
I X
Y
Rotation
------------------------------------------------------------------------
1
1
-0.000
-0.000
0.00062
0.02
0.20
0.00
1
2
-0.000
-0.000
0.00279
0.09
0.63
0.00
1
3
0.000
-0.000
-0.0017
-0.12
0.08
0.00
1
4
-0.000
-0.000
0.00342
0.11
0.82
0.00
1
5
0.000
-0.000
-0.0010
-0.10
0.27
0.00
2
2
2
2
2
3
3
3
3
3
1
0.000
-0.000
2
0.001
-0.001
3
0.000
-0.000
4
0.001
-0.001
5
0.001
-0.000
1
0.000
-0.000
2
0.000
-0.000
3
0.000
0.000
4
0.000
-0.000
5
0.000
-0.000
-0.0012
-0.0056
0.00124
-0.0068
-0.0000
0.00210
0.00931
-0.0006
0.01141
0.00148
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.02
0.09
0.00
-0.09
0.41
0.00
-0.16
-0.08
0.00
-0.11
0.50
0.00
-0.18
0.02
0.00
------------------------------------------------------------------------
0.092
0.000
BEAM END
FORCES
0.000
-0.172
-0.011
------------------------------------------------------------------------
BEAM
0.088
0.502
I Node End
........
....... J
Node End
........
LABEL
ILoad.1.......
CombAxial
Shear
Moment
Axial
Shear
Moment
--------------------(K)-----(K)----(K-ft)---
---(K)------(K)----(K-ft)--
1
1
0.198
-0.020
-0.000
-0.141
0.020
-0.161
1
2
0.626
-0.089
-0.000
-0.626
0.089
-0.715
1
3
0.076
0.125
0.000
-0.076
0.155
-0.120
1
4
0.824
-0.109
0.000
-0.768
0.109
-0.876
1
5
0.274
0.105
0.000
-0.217
0.175
-0.282
2 1 0.072 0.123 0.161
2 2 0.320 0.546 0.715
2 3 0.172 0.011 0.120
2 4 0.393 0.669 0.876
2 5 0.245 0.134 0.282
0.016
0.092
0.000
0.072
0.410
0.000
-0.172
-0.011
-0.000
0.088
0.502
0.000
-0.156
0.081
0.000
2
2
2
2
2
1
2
3
4
5
0.060
0.266
0.038
0.326
0.087
0.048
0.028
AISC UNITY
CHECK
RESULTS
0.214
0.123
0.266
------------------------------------------------------------------------
BEAM
Load
Overall
0.029
'I'
Center
Points
0.263
'J'
LABEL
I Comb. I
Maximum
I
Node
1/4
1/2
3/4
Node
------------------------------------------------------------------------
1
1
0.050
0.003
0.015
0.027
0.038
0.050
1
2
0.220
0.011
0.063
0.115
0.168
0.220
1
3
0.066
0.001
0.054
0.066
0.036
0.037
1
4
0.269
0.014
0.078
0.142
0.206
0.269
1
5
0.086
0.005
0.045
0.045
0.004
0.086
2
2
2
2
2
1
2
3
4
5
0.060
0.266
0.038
0.326
0.087
0.048
0.028
0.060
0.051
0.000
0.214
0.123
0.266
0.224
0.001
0.038
0.029
0.021
0.012
0.003
0.263
0.151
0.326
0.275
0.002
0.087
0.004
0.045
0.045
0.003
EXPIRES �n �i —1
SECTION PROPERTIES
SPOKANE, WASHINGTON
R!N, 23, 20009,04AM SUNSHINE ROOMS
Post -it' Fax Nate 7671
FI GUR E 2
STANDARD DAR INSERT
TO
From }
♦h!
Co.iDept.
Co, ���
Phone M
Phone #
Y Fjkx 10
p
N0. 24;1 F'. 1
FI GUR E 2
STANDARD DAR INSERT
A =
1.417 in.2
I x =
0.597 in.4
SX =
0.593 in.3
rx =
0.649 in.
N0. 24;1 F'. 1
FIGURF 3
STANDARD GLAZING BAR
A =
1.712 in.2
ix
= 1.940 in,4
SX
= 1.226 in.3
rX
= 1.064 in.
` JU'N, 23. 2000 9,05AM SUNSHINE ROOMS NO, 240 F. 2
FIGURE 4
ENDWALL GLAZING BAR
A =
0.705 in.2
Ix =
0.481 in.4
5x=
0.388 in.8
rx =
0.826 in. ,
FIGURE 5
STANDARD SILL PLATE
A � 0.917 in.2
Ix = 0.181 in.4
SX = 0.136 in.3
r = 0.44-4 in.
0
—JA, 23. 2000 9,05AM SUNSHINE ROOMS
FYGURP 6
STANDARD RIDGE PLATE
A = 0.862 in.2
Ix = 0.160 in -4
Sx = 0.130 In, 3
rx = 0.431 in.
NO, 240 P, 3
FIGURE 7
STANDARD MUNTIN
A = 0.293 in -2
I.x = 0.026 in -4
5x = 0,039 in.3
rx = 0.309 in.
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