2007, 05-11 Permit App: 07001734 Patio Addition, CoverProject Number: 07001734 Inv: 1 Application Date: 5/11/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
SiteAddress: 13907 E 31ST AVE Owner: Name: CHAPPELL, JANELL
Address: PO BOX 141936
Location:: CSV SPOKANE, WA 99214-1936
Zoning: UR -3.5 Urban Residential 3.5
Water District: 010 VERA Hold: ❑
Area: 10,000 Sq Ft Width: 80 Depth: 125 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Permits: m .. .
Operator: JD Printed By: JD Print Date: 5/11/2007
Project Number: 07001734 Inv: 1 Application Date: 5/11/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: PATIO ADD & COVER Contact: ARROW CONTRACTING
Address: PO BOX 11996
C - S - Z: SPOKANE, WA 99211
Setbacks: Front Left: Right: Rear: Phone: (509) 534-5959
Group Name:
Site Information: Project Name:
Plat Key: 005857 Name: EVERGREEN PT 09TH ADD District: Nort
Parcel Number: 45263.5302 Block: Lot:
SiteAddress: 13907 E 31ST AVE Owner: Name: CHAPPELL, JANELL
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: 010 VERA
Area: 10,000 Sq Ft Width: 80
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Address: PO BOX 141936
SPOKANE, WA 99214-1936
Hold: ❑
Depth: 125 Right Of Way (ft): 50
Permits:
Operator: JD Printed By: JD Print Date: 5/11/2007
Project Number: 07001734 Inv: 1 Application Date: 5/11/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: ASSOCIATED CONSTRUCTION
Address: P O BOX 7339
SPOKANE, WA 99207
Building Permit
Firm: ASSOCIATED CONSTRUCTION I
Phone: (509)489-0563
Building Characteristics
Building Height 10
This Application:
Total Project:
Description Grp Tvpe
Notes
Sp Ft Valuation
Scl Ft Valuation
COV DECK R-3 VB
PATIO
$5,000.00
0 $5,000.00
ADD &
COVER
Totals:
0 $5,000.00
0 $5,000.00
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1
SELECT
$111.25
ACCESSORY PLANS REVIEW
1
SELECT
$27.81
WSBC SURCHARGE
1
SELECT
$4.50
Permit Total Fees:
$143.56
Notes:
OK TO ISSUE SEWER PERMITS FOR: BLOCK 24 - LOT 1 BLOCK 25 - LOT 1, 2, 3, 5, 6, 7
OK TO ISS BUILDING PERMITS FOR ALL OTHER LOTS, BUT DO NOT ISSUE SEWER
PERMITS PER GENE REPP 6/5/97 OK TO ISSUE SEWER PERMITS ON ALL LOTS PER BILLY
7/27/97
Payment Summary:Y
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
BuildingPemlit $143.56 $143.56 $0.00 $143.56
$143.56 $143.56 $0.00 $143.56
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: 5/11/2007
Permit Center i ,
Scr6 of 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER:
pokane Spokane Valley, WA 99206 PERMIT FEE:
j'Valle (509)688-0036 FAX --(509)688-0037
Ya www.Mokanevalley.org
Community Development ,,MAY
Residential Const ,ction % ❑ New Construction ❑ Accessory Bldg
Permit Application j' -f Addition/Remodel ❑ Deck
S0 t h e r:
f;(f,'d (�,rl•G
q d t'
SITE ADDRESS: A� o? '3/
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
Name:
Address: Q% ��. 3J Jt
City:J State: Zip: Q 3,
Ph e: _ 3` Fax:
Contact Person
Name: it it CA,
Phone: ,53
Describe the scope of work in detail:
Proposed Use: Y' 9 6 2
Contractor:
DIMENSIONS:
Name: t
TOTAL HABITABLE SPACE:
Address:
6
City: A
State: 11,14' Zip: 203Z�
Phone: �9 5.3� 'S ,S'v
Fax:
Contractori JLJExp
Date: 2 Zi
City Business Lic. No:
Cost of Project: $ J, Dvv
**************The following MUST be com Tete: (write N/A if nota licable)**********************
HEIGHTO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
2 Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG:
AREA:
FINISHED BASEMENT
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG:
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
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.
SIGNATUREt,_�,
Method of Payment:
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 2/15/07
DATE: S 0 %
MastercardVISA
xpires: IN#:
�6�',
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhallCspokanevalley.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
AdhwmAwr---�
mripw , (4�
CONTP-4CTING SERVICE, INC.
6003 E. SHARP AVE. e P.O. BOX 11996
SPOKANE, WA 99211
(509) 534-5959
WA Contr. Uc. #ARROW CS 196 OD
This Drawing Is Property Of Arrow Contracting Service, Inc.
USE WITHOUT PERMISSION IS PROHIBITED
x9L
Y
JOB - !.." - <7-
SHEET
7
SHEET NO. OF
CALCULATED BY ------ DATE
CHECKED BY DATE
SCALE
a
A
46207—
Olt
,Z=AA" Y�
CONTRACTING SERVICE, INC.
6003 E. SHARP AVE. • P.O. BOX 11996
SPOKANE, WA 99211
(509) 534-5959
WA Contr. Lic. #ARROW CS 196 OD
This Drawing Is Property Of Arrow Contracting Service, Inc.
USE WITHOUT PERMISSION IS PROHIBITED
JOB
SHEET NO. ` OF
CALCULATED BY J n "—UACATE
CHECKED BYY, DATE
SCALE "+� (�l�1iJrL JrJ�eh�{ Ji Jr �GirLP_f�
f6 7-0
7-X— &>'►-
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IN A
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.wY--7211114" j0klWMAW---� ' (11� I
CONTRACTING SERVICE, INC.
6003 E. SHARP AVE. - P.O. BOX 11996
SPOKANE, WA 99211
(509) 534-5959
WA Contr. Lic. #ARROW CS 196 OD
This Drawing Is Property Of Arrow Contracting Service, Inc.
USE WITHOUT PERMISSION IS PROHIBITED
JOB
SHEET NO. OF
CALCULATED B ---- DATE
CHECKED BY DATE
SCALE
All'
In
—S��
Steel stun Mimufarturing ro.
Floor Joist Span Tables
s
1 psf Dead Load and 40
z s e.t<5,. 13tAi t i. i
nu �,ciingiria`�� z�,�
psf Live Load
n, 1- iSaiaid12ei1GciriU48Q"
Stngra .ocy Sp�cuag'(trr�°t "
60OS162-33
12'3 .' a 10' 8" a 8' 8.'e
12' 3" i 10' 6" a 7'10" a
11' 4" a 10' 3" a 8' 8" a
12' 3" i 10' 6" a 7' 10" a
600§200 33
12 9 e 11 O e 9 0 e
12 9 i 10 8 a 8 0' a
11 10 a 10'9" e 9 0' a
12' 9 i 10 8 a 8 0' a
�DOS12 43
1 7" 3`� 4 1a 6"�1�1
C?Q X X117 t' 3fi �r
12 4 11 2 99 a
73 Itl s 12 7" i 1,00 j,
10 8 i
10 11 i ;
6005162-54
14' 7" 13' 3" 11' 7"
_
16' 4" i 14' 10" i 13'0" i
13' 3" 12-0" 10,6"
14' 10" 13' 6" i 11' 10" i
60OS200-54
15' 4" 13' 11" 12' 2"
17' 3" i 15' 8" i 13' 8" i
13' 11" 12' 8" 11' 0"
15' 8" 14' 2" i 12' 5" i
600§250-54
16' 0" 14' 6" 12' 8"
17' 11" i 16 4" i 14'3" i
14-6" 13' 2" 11' 6"
16'4" 14' 10" i 12' 11" i
60QS1626$
15 ` 14 12'5
17 i 1v `' 13 IS`a
1Q 2 12 11 i1 3
15.11`, 14 6" 92 8,
600SOQ5$
?6 1 11 ; T,1r>1$`
m4��fr 34s t
14 31' 13 T" 31 1
16 9 A5 3 13 4
sRDS2S4 68
13'
15_.v_ 14 3 1 S
1 7" 1 D 13 11 .:i
_
6005162-97
.."., ..,.. t
17' 4" 15.9.. 13' 9"
19' 6" 17' 8" 15' 5"
15' 9" 14'4" 12' 6"
_
_ _..
17' 8" 16' 1" 14' 0"
6005200-97
18' 3" 16' 7" 14' 6"
20' 6" 18' 8" 163"
16' 7" 15' 1" 13'2"
18' 8" 16' 11" 14' 9"
600§250-97
19' 2" 17' 5" 15' 3"
21'6" 19' 7" 17' 1"
17' 5" 15' 10" 13' 10"
19' 7" 17' 9"15' 6"
8S1Q$3fi2
?"a 32a 8 3
w= S 3� 91 �"vib 2 a
19 1 a 42 2 e
T2 a
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a 7 3" a
8005162-43
ITT' e 15' 1" e 12' 4" e
17' 5" i 15' 1" i 11' 11" a
15' 7" 14' 2" a 12'4" e
17'5" i 15' 1" i 11' 11" a
8005200-43
17' 11" a 15' 11" a 13' 0" a
18' 5" i 15,111, i 12'3" a
16'T a 14' 9" a 12' 11" a
18'T i 15' 11" i 12'3" a
8005250 43
800S3�i`2 X54
18 7 e 1 " e 13 1 e
1$ �' T6 1 ,
18 7 i 16 1 i 12'4" a
" 2A 3" A j'"9 1 16^tea'` r
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:=
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118
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22 `1<y�
96i S" _ ....
T;,. 7" 1 .-I 2 i
8005162-68
1919" 17' 11" 15' 8"
22' 2" 20' 2" i 17' 7" i
17' 11" 163" 14' 3"
20'2" 18' 4" 16' 0" i
8005200-68
20' 8" 18' 9" 16' 5"
23' 3" 21' 1" i 18' 5" i
18' 9" 17' 1" 14' 11"
21' 1" 19' 2" 15 9" i
8005250 68
21 7 19 7 17 2
24 3 i 22 O i 19'3" i
19 7 1T 101, 15 7
22'0.20'0" i 17' 6" i
800S3T}7a
2?� q i i9}131"
x�""�° �5xt
19,1 181 1510,
, 225 204 1T5„
19 6" 6"
1 DOOS 162-43
19' 3" a 168" a 13' 7" a
18' 9" a 163" a 11'4" a
18' 8" a 16 8" a 13' 7" a
18' 9" a 15'3" a 11'4" a
10008200-43
20' 4" e 17' 8" a 14'5" a
19' 5" a 15'9" a 11' 7" a
19' 6" a 17' 8" a 14' 5" a
19' 5"a 15,9" a 11' 7" a
10005250-43
20' 7" e 17 10" e 14' 7 e
19 6 a 15 10 a 11 S a
20'T e 17 10" e 14 7 e
19'6" a 15' 10" a 11'8" a
10ROS16$ ,2i
�2IDk a 13'&"�
z4f 1i1 d �r y°,t
2R 1 78 to1s1' a
�"2 H 2A & i 17 3a i
Wt
O.i :2 W4!
10005162-68
23'9" 21' 7" 18' 10"
26' 8" i 24'3" i 21'2" i
21' 7" 19' 7" 17' 1"
24' 3" 22' 0" i 19' 3" i
10005200-68
24'9.' 22' 6" 19,8"
27' 10" i 263" i 22'1" i
22'T 20' 5" 17,101,
253" 23' 0" i 20' 1" i
1000S250 68
25 9 23 5 20'5"
28 11 i 26 4 i 23'0" i
23'5" 21'3" 18'T
26 4 i 23' 11 i 20'10" i
34° 1 ylt
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2G1l .24-6" 21
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28 2 25 7 22 4,
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_ �� �., .. 20 .>.:
.. 29 '4" x 26' S 2V3 '
12005162-54
25' 9" a 23'5" a 20' 1"e
28'5" a 23' 7" a 17'8"a
23'5" a 21'3" a 18'7" a
263" a 23'7" a 17'8" a
120OS200-54
26' 9" a 24'4" a 20'8"e
29'3'* a 24'0"a 17' 11" a
24' 4" a 22' 1" a 19'4"e
274" a 24'0" a 17'11" a
12005250-54
27'9" a 253" a 21 1 e29
9' a 24'4" a 18 1" a
25' 3" a 22' 11" a 20' 0" a
28'4" a 24'4" a 18 1" a
12oos
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12005162-97
30' 10" 28-0" 24' 6"
34-8" 31'6' 27'6" i
28' 0" 25'5" 22' 3"
31' 6" 28' 7" 260" i
120OS200-97
32' 1" 29'2" 25' 6"
36' 1" 32' 9" 28' 7" i
29' 2" 266" 23' 2"
32' 9" 29'9" 260" i
120OS250-97
33' 4" 30'3" 26' 5"
37'5" 34'0" 29'8" i
30' 3" 27'6" 24'0"
34' 0" 30' 11" 27' O" i
"e" Requires web stiffeners at end supports
(; "i" Requires web stiffeners at interior supports
"a" Requires web stiffeners at all supports
See page 31 for Allowable Floor Joist Span Table Notes.
- - '1 1
-3-
e"eb
stiffeners required at each support
age 37 for Header Load Table Notes
38
Lpj SE4FCOe
Header
Load Tables
Header
Allowable Uniform Loads(lbfft
121e
800S137-33 33
606e 454e 363e 303e 227e 174e
363e 303e 227e 181e 138e
8005162-33 33
606e 454e
606e 454e 363e 303e 227e 181e 148e
SOOS200 33 33
33
1344E'A 47•* e c 672- 42`e '272e 189e
80OS13r-43
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r 30Ee 211e
1344- _ .�47680OS162-43
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W
80OS 00-43 33
•n.
P p 50ge345e 24Ce
800S250 43 33
1344- :...k1 y .a ... J aE, .
1070- 602- 385- 258e
800S137-54 33
2674e 2005- 1541e
2005e 1604e 1178e 663e 424e 290e
800S162-54 33
33
2674e
2674e 2005e 1604- 1324- 744e 476 331e
313e
ij
80OS200-54
8005250-54 33
$0051 7-54 50
50
2674e 2005e 1604e 1252- 704- 451-
1� ,. w 25Ee
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� 332e
80OS162-54
SOOS200 54 50
/
�"" y� 4�;�' s' y. 608- 373e
50
�'kYe 318e
800S250-54
5397e 3061e 1959e 1360e 765e 489e
SOOS137-68 33
33
5397e 3367e 2155e 1496e 841e 538e 358e
8008162-68
80OS200 68 33
5397e 3774e 2415e 1677e 943e 603e 411e
922- 59C1e e
800S162
33
X0051 i-6850
5397e 3688- 2360- 1639-
a04E-' 29b1e�274e 106- �'$�C 31E
121Ce 619e 35Ee
68 50
53� 404Ee 3177e 220Ee
411e
SOOS162
50
5397e '° 404Ee ! 'MEe- 2415e 135Ee 711e
8005200-68
8008250-68 50
5397- 404Ee 3197e: 222Ce 1249e 799e 46Ee,
1106e 707e 434
800S137-97 33
7865e 4424e 2831e 1966e
8632e 4856e 3107e 2158e 1214e 777- 491
8005162-97 33
800S200-97 33
9647e 5426e 3473e 2411e 1356- 868e 566e
1501e 960- 646e
800S250 97 33
10675e 6005e 3843e 2668e
Y751 4
REM
a.a
801e 641e 534e 400e 320e 258e
10005162-43 33
33
1069e
1069- 801- 641- 534- 400- 320- 267e
1000S200-43
1000S250 43 33
aa S�2A
7'yY ti[+TO iCr„� 17 f; `nMf 3N� 1
1069e 801e 641e 534e 400e 320e 257'e
Y h �.,m g � sw54 4e
x.�n f rf��! MEe
45
M
`x" 1062-NEW5ro 9J a a14e
fl
1000S162-54 50
2124e 1593e 1274-
2124e 1593e 1274e 1062e 796e 637e 5O0e
1000S200-54 50
10008250-54 50
2124e 1593e 1274e 1062e 796e 637e 520e
52Ce
wY��
a u �z 57E e
� •. '�`� <: 55Ee
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•:. id 4T5 - ..w r.
1537- 984- 623-
, . ,� y^rS',
50
4278e 3208eA 2567- 2139-+
707e
10005162-68
10005200-68 50
4278e 3208e 2567e 2139e 1604e 1095e
2139e 1604- 1065- 740e
10DOS250 68 50
4278e 3208e 2567e
832e
1..51 911e
12614- 9460- 6420e 4458- 2507e 1483- 858e
1000S162-97 50
1000S200-97 50
12614- 9460e 7115e 4941e 2779e 1690e 978e
5208e 2929e 1875e 1104e
1000S250 97 50
�5 �r } Y
12614- 9460e 7500e
4211e
' �ty#{ rk-
-�
;.
12 { ^t
t �" 1 a
Gy�X£„7p�'d#x ,� _ _ nks"a�'t�i'c.•, , te14C!
„. ..
440e
11
1321- 1056e 880e 660e 528-
12005162 -54 50
1761e
880e 660e 528e 440e
12DOS200-54 50
1200S250-54 50
1761e 1321e 1056e
1321e 1056e 88�0e a 66�0e 528e 440e
�. ale
�1761y�e
} �'�8•j'
Uk�1�
7N y�
120C�52�
3543- 2657- 2126- 1771- 1328- 1063- 818e
12005162-68 50
1200S200.68 50
3543- 2657e 2126e 1771e 1328e 1063e 885e
1063-2#
1200S250-68 50
rP Ir ; CR..
MP
3543e 2657e 2126- 1771-1328-
gyp_
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i2tit217 5
-
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-
ZOOS50,07 33
iD412 N... .GCS k af� ,.. •.j ...
2
10418e 7814e 6251e 5209- 3321e 2125e 1364e
1200S162-97 50
12008200-97 50
10418e 7814e 6251e 5209e 3643e 2331- 1538-
3815- 2442- 1695-
12005250-97 50
10418e 7814- 6251e 5209-
e"eb
stiffeners required at each support
age 37 for Header Load Table Notes
38
�41
(Ar
1 1 a. 1 c 1 a 1 x 1 1 e a 1 s 1 x a1
JOB -j.-
ADDRESS
SHEET NO. SCALE
—
This Drawing Is Property Of Arrow Contracting Service, Inc. USE WITHOUT PERMISSION IS PROHIBITED.
==7A94" OW
DATE CONTRACTING SERVICE, INC.
DRAWN BY 6003 E. SHARP AVE. * P.O. BOX 11996
SPOKANE, WA 99211
WA Contr. Lic #ARROW CS 196 OD(509) 534-5959
a
www.cardinalsupply.net ID. # RCE -2411
SEAFEOe
5t / -Stud Mer wartaring Co.
Header Load Table dotes
R rM
1. Deflection limit is 0360.
2. Allowable loads have not been modified for wind or earthquake loading.
3. Headers are made from two "boxed" or back to back members.
4. Allowable moment, shear and web crippling are based on twice the capacity of a single member. The moment of
inertia is based on twice the value of the single member.
5. Bearing length for web crippling = 1" minimum.
6. Values are for unpunched members.
7. Members are assumed adequately braced for bending.
8. Allowable loads are for simply supported headers with uniform bending loads only.
i vINyI-
,t NOT
Boxed Header` I Back -to -Back Header
Header Allowable Uniform Loads (Ib/ft)
"e" Web stiffeners required at each support
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
HOOF TRUSSES, BEAMS AND
f -L SYSTEMS PRIOR TO FRAMING
IN�WECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
!� �ulley
REVIEWED FOR COJ COMPLIANCE
SPOKANE VALLEY B t�71N IVISION
�.�3ao7
A394 2 _.3/5"'"
aSy Z-14 • _ �9Q37
7?