2006, 01-12 Permit App 06000094 CarportProject Number: 06000094 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 11 X 40 ALUMINUM CARPORT
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Contact: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
C - S - Z: SPOKANE WA 99217
Phone: (509) 467-0600
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
Date: 01/12/2006 Page 1 of 2
District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 19306 E COLYAR LN
Location:: CSV
Zoning: UR-7 Urban Residential-7
Water District:
Lot:
Owner: Name: RUSSEL ELLER
Address: 19306 E COLYAR LN
SPOKANE VALLEY, WA 99037
Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information.
Review
Site Plan Review
Released By: 1/4"-S
TO M. HARNOIS 1/12/06
Plan Review
Released By:
Sewer Review
Permits:
Released By:
Contractor: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
SPOKANE WA 99217
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509) 467-0600
Operator: CJJ Printed By: CJJ Print Date: 01/12/2006
Project Number: 06000094 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes:
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary: �
Date: 01/12/2006 Page 2 of 2
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: CJJ Printed By: CJJ Print Date: 01/12/2006
Spokane
��Val1ey
Community Development
Permit Center
11707 E Sprague Ave, Suite 1
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-
wivw.sookanevallev.org.com
Residential Construction
Permit Application
SITE ADDRESS C_S CGL
e�vt�dn�i�on
Addition/Remodel
,t Other: %u_,A ifL)( t4
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Q"S'!y „,�_�.c. zrya�i���fnJ''S 'N
Name: u 55.e, I I E 1 (AZ.
Address: 191 (I f L
City:. SooILANL i —\I Zip: `??G/�o
Phone: 9 Z1 - S 9 5-9 Fax:
;L117.LiV'"'„.N,s^:r�=r�5f4'fy�",''.iv.�'vh�
.-N'f�Yilj~
Name: 7L.adj A'e.. Sc. Leesiz,2
Phone: 5-09 - gLiq - So60
Describe the, scopeworkAIWA
P� , 3
FINISHED BASEMENT
SQ. FTG: f✓/i4
# OF BEDROOMS:
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. 6) Plans or additional information may be required to be submitted, and subsequently approved before
uG�. Cc�y
o Accessory Bldg
o Deck
�A IZ?)f�T
Mar Te5SCIA4:401f4e2:,"
Name: l �l I ./, r ti �� Tl v L c�'� li
Address: 3C�-i A,I,
City:-SPOK4&.i€ Zip: %99Z/ 7
Phone: Li%,%'C /? Fax: `1(o7-775j
Lic No: 4Lf 1 N .P(9 : Z .TZ Exp. Date: q-Z (;?
City Business Lic No:
Cost of Project: J $ .3 (D1 Qd ,I 1
ff t^T I i X `tO w/ 6c4,44--t't_ L4- Aa(,c)r✓-,av�-�s �PQS� �f
t'2D Lc SQ 4 _} L - 2 MG i,z;�41 Y
'� S?Xl,� ^S7r�. � 14
**************The following MUST be complete: (write N/A d if not applicable)********************** HEIGHT TO PEAK: �{ PP **********************
q DIMENSIONS.
**************The # OF STORIES:
MAIN FLOOR TO SQ. 2`�"�FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG:
Aft4_ 4)k}
FTG:
GARAGE,Q TG:-` DECK/COV. PATIO SQ. FTG:
CONSTRUCTION TYPE: HEAT SOURCE: '' `
F}iU M /N�inn tJ/4
Signature :kJ
,1� Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard 0 VISA
Bankcard #:
Expires: VIN#:
Authorized Signature:
REVISED 9/2S/2D05
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE
AREA:
7,7
30% SLOPES ON /
PROPERTY: tt
SEWER OR SEPTIC?A7
❑ Other
i
1
4
• `
•
•
•
•
•
•
0
i
w
1936(0 L,,)_
POT TO
51AG IDx
x.
-f .A Axmet e4
ew\AGrJUM Gt,'"'AZ
FOY 'wj°.'kr
—7 Co
X= POST
DOWWJ ►JSfOUT
4> Diamond Industries
SPACE X
UNITS REQUIRED
s)kV.
(40'
r?Zov 1
Li etA)
Each Small Square Equals 3 Inches
FOR
PLANNING SHEET
ADDRESS
DATE
OF 512
SINGLE SPAN COVER
LEAST
%I FOR
HED
DTH
PROJECTION
d
L
WA
oa
3LE SPAN COVER
PAN
ROLL FORMED PANEL PANEL
CUBIC
FOOTING
LEDGER BOARD
0.5' PER 12'
MINIMUM SLOPE
FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
CIRCULAR FOOTING
ALL HEADERS MAY
OVERHANG 30%. OF
POST SPACING
MULTIPLE SPAN
HEADERS ARE ALLOWED
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO 18' HEIGHT
3.5' CONCRETE
SLAB (OPTIONAL)
r
d
Ld
•
ROLL FORMED PANEL PANEL
ALL PANELS
MAY OVERHANG
30% OF THEIR
CLEARSPAN
SINGLE SPAN
FREESTANDING UNIT
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
POST
CUBIC
FOOTING
FOOTING
3.5' CONCRETE
SLAB (OPTIONAL)
Rebistoos
•
posmemoss
0oa
s
15:11
a. gag
N-
O ggrc;
N Cu
t.0))
Ai.
EXPIRES
PUTNAM ENGINEERING
3441 IVYLINK PLACE
LYNCHBURG, VA 4503
(434) 324-2514
CARLPUTNAMeADELPHIANET
Cm. Ciy
CHP
caw/ Cy
CMP
NM
9/2/2005
VESTOLING
Soda
kli. i
i OF 7
lal uIH111N14-111ILr,75A,Ev.v.._.,._.=--
a
0.500 0.650
'x24' STRUCTURAL PANEL
3004H36 ALUMINUM
TM A-653 GRADE 40 STEEL
4'x12" STRUCTURAL VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
2.5'x6' FLAT PANEL
3004H36 ALUMINUM
LL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS C.SDS).
ILL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS.
XP❑SURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'.
XPDSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS
_L TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12'
POST
1INUM
r0.062
D� iS00
JIN POST
R 6063T6
(NUM
)5
---1-1.375
1_115
-1 GUTTER
ALUMINUM
4' OR 5'
L
0.188
3.000
4' OR 5' SQUARE 0.075'X3'x3' POST
STEEL POSTS ASTM A36 6063T6 ALUMINUM
0.274
0.577
53•
4.100
1.299
3.993
-11.702 f-- \j
HANGERS FOR 4' PANELS
6063T6 ALUMINUM
-R0.315
FOR 4' PANELS
6110
11.476
-
OA75 2A50
0.480- I--3.770--I
6' MAGNUM GUTTER
6063T6 ALUMINUM
EXTRUDED ALUMINUM CLIP
aI:
R0.380
3n t.
-1 1-0.872
0.062'X3'x3' MAGNUM POST
6063T6 ALUMINUM
0.062
3.091
— 3.662 —{
I
3.6001-1
3.100
I--1.012
3. 100
HANGERS FOR 3' PANELS
6063T6 ALUMINUM
0 --R0.315 1
FOR 3' PANELS
5.10
0.480J I--3.770----
5' MAGNUM GUTTER
6063T6 ALUMINUM
R0.140
3.000
0.028
0.032 ALUM
0.043 STEEL
3' CLOVERLEAF POST
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
�0.050
0.062
AWNING RAIL
6063T6 ALUMINUM
FASCIA SPLICES MUST BE WITHIN 12' OF A POST.
6' MAGNUM SPLICE 6063T6 ALUMINUM
NVORSMA
I I hI;I17I...
EXPIRES 02-25-
PUTNAH ENGINEERING
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
(434) 384-2514
CARLPUTNAMeADELPHIANET
Drawn Ey CHP
Owtk % CHP
oet. 9/2/2005
VEST03.DVG
SoaY NTS
3 of 7
,J STRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
'Sc12" Vee Panel
3'5Q4" Tri Vee Panel
4"x12" Vee Panel (Single Span Only)
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110
Exposure
Exposure C
90 110
20
Steel
0.020
0.025
0.032
0.040
0.018
12'-6"
14'-10"
17-9"
19'-2"
14.-5"
12.-6"
14'-10"
17'-9"
19'-2"
14'-5"
12'-6"
14'-10"
17-9"
19'-2"
14'-5"
11'-4"
16-6"
16'-5"
.. 19'-2"
14.-5"
25
Steel
0.020
0.025
0.032
0.040
0.018
12'-3"
14'-5"
17'-4"
18'-10"
14'-0"
12.-3"
14'-5"
17.-4"
18'-10"
14'-0"
12'-3" ,.\
14'-5"
17'-4"
18.-10"
14'-0"
11'-4"
' 13'-6"
16'-5"
18'-10"
14'-0"
30
0.020
11'-2"
13'-3"
11-2"!
13'-3"
13'- "
11-2"
13'-3"
Steel
0.032
0.040
0.018
15'-10"
17'-10"
12'-8"
15'-10"
17'-10"
12'-8"
13'-10"
17'-10''
12'-8"
-
15'-10"
17'-10"
. 12'-8"
40
Steel
0.020
0.025
0.032
0.040
0.018
9'-8"
11'-6"
13'-9"
15'-11"
10'-8"
9'-8"
11'-6"
13'-9"
15'-11"
10'-8"
9'-8r '
11-6"
13'-9"
15'-11"
10'-8"
9'-8"
11'-6"
13'-9"
15'-11"
10'-8"
50
0.020
0.025
0.032_12.-4"
8'-8"
10'-3"
- 8'-8"
10'-3"
12'-4"
8'-8"
10'-3"
12'-4"
8'-8"
10'-3"
12.-4"
Steel
0.040
0.018
14'-3"
9'-4"
14'-3"
9'-4"
14'-3"
9'-4"
14'-3"
9'-4"
60
Steel
0.020
0.025
0.032
0.040
0.018
7'-11"
9'-5"
11-3"
13'-1"
8'-3"
' 7'-11"
9'-5"
11-3"
13'-1"
8'-3"
7'-11"
9'-5"
11'-3"
13'-1"
8'-3"
7'-11"
9'-5"
11'-3"
13'-1"
8'-3"
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110 £
Exposure
Exposure C
40 110
20
0.020
9'-6"
9.-6'
6
9'-6"
0.025
11'-2"
11'-2'`''
1'-2"
11-2"
0.032
13'-5"
13'-57.
'-5"
13'-5"
0.040
14'-10"
14'-14"
1 '-10"
14'-10"
Steel 0.018
11-8"
11'-8'1-8"
11'-8"
25
0.020
9'-3"
9'-3"'-3"
9'-3"
0.025
10'-11"
10'-11"
1 '-11"
10'-11"
0.032
13'-2"
13'- '
3'-2"
13'-2"
0.040
14'-7"
14'-7°."514'-7"
14'-7"
Steel 0.018
11-5"
11- "
"
11'-5"
30
0.020
- 8'-6"
8'-6"
8'-6"
8'-6"
0.025
10'-0"
10'-0"
-0"
10'-0"
'0.032
12'-0"
12'-0"
12'-0"
12'-0"
0.040
13'-9"
13.-9"
13'-9"
13'-9"
Steel 0.018
10'-4"
10'-4"
10'-4"
10'-4"
40
0.020
7'-4"
7'-4"
7'-4"
7'-4"
0.025
8'-8"
8'-8"
8'-8"
8'-8"
0.032
10'-5"
10'-5"
10'-5"
10'-5"
0.040
12'-2"
12'-2"
12'-2"
12'-2"
Steel 0.018
8'-10"
8'-10"
8'-10"
8'-10"
50
0.020
6'-7"
6'-7"
6-7"
6-7"
0.025
7'-9"
7'-9"
7'-9"
7'-9"
0.032
9'-4"
9'-4"
9'-4"
9'-4"
0.040
10'-11"
10'-11"
10'-11"
10'-11"
Steel 0.018
7'-9"
7'-9"
7.-9"
7'-9"
60
0.020
6-0"
- 6-0"
6'-0"
6'-0"
0.025
- 7'-1"
7'-1"
7'-1"
7'-1"
0.032
6-6"
8.-6"
8'-6"
8'-6"
"
0.040
10'-0"
10'-0"
10'-0"
10'-0"
Steel 0.018
6'-11"
6-11"
6-11"
6-11"
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110
Exposure
Exposure C
90 110
20
0.020
10'-8"
10'-8"
10'-8"
10'-8"
0.025
12'-3"
12'-3"
12'-3"
12'-3"
0.032
14'-4"
14'-4"
14'-4"
14'-4"
0.040
16'-9"
16'-9"
16'-9"
16-9"
Steel 0.018
14'-2"
14'-2"
14'-2"
14'-2"
25
0.020
10'-5"
10'-5"
10'-5"
10'-5"
0.025
11'-11"
11-11"
11'-11"
11'-11"
0.032
14'-0"
14'-0"
14'-0"
14'-0"
=
0.040
16'-4"
16'-4"
16'-4"
16'-4"
Stee10.018
13.-10"
13'-10"
13'-10"
13'-10"
30
0.020
9'-6"
9'-6"
9'-6"
9'-6"
0.025
10'-11"
10'-11"
10'-11"
10'-11"
0.032
12'-10"
12'-10"
12'-10"
12'-10"
0.040
14'-11"
14'-11"
14'-11"
14'-11"
Steel 0.018
12'-8"
12'-8"
12'-8"
12'-8"
40
0.020
8'-3"
- 8'-3"
8'-3"
8'-3"
0.025
9'-6"
9'-6"
9'-6"
9'-6"
.0.032
11-2"
11'-2"
11'-2"
11-2"
0.040
13'-0"
13'-0"
13'-0"
13'-0"
Steel 0.018
10'-8"
10'-8"
10'-8"
10'-8"
50
0.020
7'-5"
7'-5"
7'-5"
7'-5"
0.025
8'-6"
8'-6"
8'-6"
8'-6"
0.032
10'-0"
10'-0"
10'-0"
10'-0"
0.040
11'-8"
11-8"
11'-8"
11'-8"
Steel 0.018
9'-4"
9'-4"
9'-4"
9'-4"
60
0.020
6-9"
6'-9"
6-9"
6'-9"
0.025
7'-9"
7'-9"
7'-9"
7'-9"
0.032
9'-2"
9'-2"
9'-2"
9'-2"
0.040
10'-8"
10'-8"
10'-8"
10'-8"
Steel 0.018
8'-3"
8'-3"
8'-3"
8'-3"
ALL PANELS MAY OVERHANG UP TO 30% OF THEIR CLEARSPAN
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carlputnam(c !adelphia.net
Viking 2.5'5(6" Flat Panel
Live Panel Wind Speed
Load Gauge Exposure B
(psf) (in) 90 110
and Expc
Exposu
90
20
0.020
0.024
0.032
0.040
9'-11"
11-5"
14'-4"
17'-2"
9'-11"
11-5"
14'-4"
17'-2"
9'-11" 1
11'-5" 1
14'-4" 1
17'-2" 1
25
0.020
0.024
71032
0.040
9'-8"
11'-1"
14'-0"
16'-9"
9'-8"
11'-1"
14'-0"
16-9"
9'-8" i
11-1" 1
14'-0" 1
16'-9" 1
30
0.020
0.024
0.032
0.040
8'-10"
10'-2"
12'-10'
15'-5"
8'-10"
10'-2"
12'-10'
15'-5"
8'-10"
10'-2" '
12'-10' 1
15-5" '
40
0.020
0.024
0.032
0.040
7'-8"
8'-10"
11-2"
13'-5"
7-8"
8'-10"
11'-2"
13.-5"
7'-8"
8'-10" 1
11-2" •
13'-5" •
50
0.020
0.024
0.032
0.040
6'-11"
7'-11"
10'-0"
12'-0"
6'-11"
7'-11"
10'-0"
12'-0"
6'-11" 1
7'-11"
10'-0"
12'-0"
60
0.020
0.024
0.032
0.040
6-3"
7'-3"
9'-2"
11-0"
6-3"
7'-3"
9'-2"
11-0"
6'-3"
7'-3"
9'-2"
11'-0"
MOM
AMAWIAWNIVIM
aM POSIOMrrMi
EiflL
BUILDING PROC
Mesquite, TX 75149
(972) 285-8811
F(972) 882-8818
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION. CORRECTIONS
SW
REVIEWED FOR CODE OMP � S NNE
SPOKANE VALLEY Mil ING [
Zo/p-