2006, 05-05 Permit App: 06001692 CarportProject Number: 06001692 Inv: 1 Application Date: 05/05/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Originally Released: 05/05/2006 By: TMELBOU
Landuse/Zoning/HE Conditionsa$.>:
Originally Released: 05/05/2006 By: CJJANSSE
Permits:
Operator: AMB Printed By: AMB Print Date: 05/05/2006
Permit Use: 17 x 37 CARPORT W/ GUTTER
Contact: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
C - S - Z: SPOKANE WA 99217
Setbacks: Front Left: Right: Rear:
Phone: (509) 467-0600
Group Name:
Site Information:
Project Name:
Plat Key: Name: MISSION MEADOWS
MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
Lot:
SiteAddress: 1622 N HODGES LN
Owner: Name: MYRON INGABULL
Address: 1622 N HODGES
Location:: CSV
SPOKANE VALLEY, WA 99037
Zoning: UR -7 Urban Residential -7
Water District:
Hold: ❑
Area: 0 Sq Ft Width: 0
Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Originally Released: 05/05/2006 By: TMELBOU
Landuse/Zoning/HE Conditionsa$.>:
Originally Released: 05/05/2006 By: CJJANSSE
Permits:
Operator: AMB Printed By: AMB Print Date: 05/05/2006
Project Number: 06001692 Inv: 1 Application Date: 05/05/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
SPOKANE WA 99217
Description Grp Type Notes
CARPORT OP R-3 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Building Permit — -
Firm: ALPINE PATIO CONCEPTS
Phone: (509)467-0600
Total Project:
Sq Ft Valuation
629 $9,435.00
629 $9,435.00
Fee Amount
$181.25
$45.31
$4.50
Permit Total Fees: $231.06
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $231.06 $231.06 $0.00 $231.06
$231.06 $231.06 $0.00 $231.06
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and rinds 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: AMB Printed By: AMB Print Date: 05/05/2006
This Application:
Sg Ft Valuation
629 $9,435.00
Totals:
629 $9,435.00
Units
Unit Desc
1
SELECT
l
SELECT
1
SELECT
Total Project:
Sq Ft Valuation
629 $9,435.00
629 $9,435.00
Fee Amount
$181.25
$45.31
$4.50
Permit Total Fees: $231.06
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $231.06 $231.06 $0.00 $231.06
$231.06 $231.06 $0.00 $231.06
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and rinds 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: AMB Printed By: AMB Print Date: 05/05/2006
Project Number: 06001692 Inv: 1 Application Date: 05/04/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
�... , : -;ems _ . � ' � .. ..... W, ....-. =,;:r r
Permit Use: 17 x 37 CARPORT W/ GUTTER Contact: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
C - S - Z: SPOKANE WA 99217
Setbacks: Front Left: Right: Rear: Phone: (509) 467-0600
Group Name:
Site Information: Project Name:
= ..,. arm%vvw.
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block: Lot:
SiteAddress: 1622 N HODGES LN
Location:: CSV
Zoning: UR -7 Urban Residential -7
Water District:
Area: 0 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Owner: Name: MYRON INGABULL
Address: 1622 N HODGES
SPOKANE VALLEY, WA 99037
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information •
Review
Building Plan Review Released By: 7rA4 C..
Landuse/Zoning/HE Conditions
Permits:
– — -- - - Building Permit
Contractor: ALPINE PATIO CONCEPTS Firm: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET Phone: (509) 467-0600
SPOKANE WA 99217
Operator: AMB Printed By: AMB Print Date: 05/04/2006
Project Number: 06001692 Inv: I Application Date: 05/04/2006 Page 2 of 2
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
PaymentSummary:
�.: .
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: AMB Printed By: AMB Print Date: 05/04/2006
i�P Qrie
Permit Center
11707 E Sprague
{1�� /ry/
Ave, Suite
r� ;.
Valle
Y
Spokane Valley, WA 99206 -
.
Z
Community Development
(509)688-0036 FAX:(509)688-0037MAY
«��.sookanevalley.or�.com�'
0
;0! 10 Il ! —
Residential Construction o New Construction ❑ Accessory Bldg
Permit Application g Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS IL- ZZ 0 J4nrl..s , r
ASSESSORS PARCEL NO:
Name: _2
Address: ` z�Z/ / _1�,`
City S 1 f 147 zip:
Phone: 9A99 Fax:
Name: , . f �'S
Phon e_ P;
Describe the, scope of work in detail:
Al i?
**************The
HEIGHT TO PEAK:
MAIN FLOOR TO SQ.
FTG:
FINISHED BASEMENT
SQ. FTG:
# OF BEDRO
LEGAL DESCRIPTION:
Name: H�q-tr7' -
Address:
City: -P vY-- ti -z Zip:29 I %
Phone: Ll &') Fax: 4:L _ - 7 7 S %
Lic No: ALP I .,.;PC `jy %j Exp. Date:
City Business Lic No:
Cost of Project: $
Jj��
win2l MUST be complete- write N/A if not
DIMENSIONS: # OF STORIES:
'AL HABITABLE SPACE:
R SQ. FTG: NFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
AREA:
GARAGE SQ. FTG: DECK/�OV. PATIO
S: CONSTRUCTION TYPE: HEAT SOURCE:
30% SLOPES ON
PROPERTY:
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
signatory is the property owner or has permission to represent the propertyP P rty owner. b The
in full compliance with the City of Spokane Valley Development Code. Referenced codes are savalable for I review at the City nstruction is of done
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
---th���n-be-7ocessed.
Signature
Date 1' S —0iO
Method of Payment (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑VISA
Bankcard #: ❑ Other
Expires: VIN#:
Authorized Signature:
REVISED BOMB
_ RS
0
a
6 !
4 PLANNING DEPT. APPROVED a �
X..�I • • ' - - ��
TE: --'D 140 s t
a
AV
oo
04
f S •j ! '
1 Y
asts� z.R� � •
a
v t7�
d
'1� a
t
� s
., t �1► s
f
rVoo
NO
o0 a
00 a
w -i f—
4'-8'
4' - 8'
4'-8'
4' - 6'
4'-0'
3' - 6'
5'-2"
5' - 2'
5'-2'
5'-2'
4' 8'
4'-1'
'L
-N --]
OVERHANG
FT. IN.
2' - 11'
2'-11'
2'-11'
2' - 6'
2' - 4-
2- - 2-
3' 6'
'3'-6'
3' - 6'
3'- 6'
3' - 3'
2'-11'
2'-8'
4' - 2-
2*
4' -
3' 7'
S-3'
4' - 8'
4' - 8'
4'-8.
4' - 8'
4' - 3'
3' - 10'
IEFLECIION LIMIT =
TABLE 48: ALLOWABLE 4" DECKING SPAN
THICKNESS
LIVE LOAD
MAX MULTI SPAN
WAX SINGLE SPAN
MAX OVERHANG
MATEF4AL
IN,
P
FT. IN.
FT, IN.
FT. IN,
ALUMINUM
0.024
20
11' - 3'
13' - 3'
4'_ y
36
25
30
10'.- 10'
10'-2'
12' - 6'
4' - 1'
40
9'-0"
11'-11'
10'-7"
4'-1'
3'-6.
50
8' - 0'
9' - 6'
3' - 6'
60
7' - 5'
8' - 8'
2' - 10'
0.032
20
13' - 8'
15' - 9'
4' - 9-
25
1,T - 0'15'
- 2'
4' 9'
30
I�' - 3'
14' - 3'
4' - 9'
40
10 -T
12'-8"
4'-2'
50
60
9'-9
8'-11'
11'-4'
10'-4'
4'_2•
3'-5.
0.040
20
15 - 9'
18' - 0'
5' - 2'
25
15'-2'
1Y-4"
5'-2'
30
14' - 3'
16' - 3'
5' - 2'
40
12' - 8'
14' - 5"
4' - 10'
50
11'-4'
12'-11'
4'-10'
60
10'-4'
11'- 10'
3' -IT"
TABLE 4B: ALLOWABLE 4" DECKING SPAN
TWO - 12 DECKING PANELS W 6' SKYLIGHT PANELS 2'-6'o.c MM.
THICKNESS
LIVE LOAD
MAX MULTI SPAN
MAX SINGLE SPAN
MAX OVERHANG
MATERIAL
(IN.)
(PSF)
FT. IN.
FT. IN.
FT. IN,
ALUMINUM
3DD4-H36
0.024
20
10' - 0'
1177-10-
y _ 8'
TYPICAL
25
9'-B'
11'-4'
3'-8'
30
9' - 0'
10' - 8'
3' - 8'
40
8' - 0'
9' - 6'
3' - 2-
50
7'-3'
8'-63'-2'
60
6'-7'
7'-9'
2'-7'
0.032
20
12' - 2'
14' - 1'
4' _ 5'
25
11'-8'
13'-6'
4'-5'
30
11' - 0'
12' - 9'
4" - 4'
40
9'-9'
11'-4'
3'-9•
50
8' - 9'
10' - 1'
3' - g'
60
8'-0'
9'-3'
3'-1'
0.040
20
14' - 1'
16' - 1'
5' - 1'
25
13' - 6'
15' - 6'
5' - I-
30
12'-9'
14'-6'
4'-11"
40
11'-4'
12'-11'
4'-3'
50
10' - 1"
11' - 7"
47 - 3'
6D
9' - 3'
10' - 7'
3' -. 6'
NOTE: TABLES 4A AND 48 ARE FOR DECKING USED AS CA 30NT , PATO, DEFLECTION LIMIT =
LENGTH / 60. MINIMUM REQUIRED SLOPE = 1/4'/ FT.
METHOD OF USING TABLES:
1. DEFINE THE REQUIRED GEOMETRY OF THE STRUCTURE DESIRED:
a.) LENGTH OF STRUCTURE - ALSO RANGE OF COLUMN
SPACINGS OR BEAM SPANS DESIRED.
b.) WIDTH OF STRUCTURE - ALSO THE SPACING BETWEEN
BEAMS OR DECKING SPAN.
c.) HEIGHT OF STRUCTURE - SHORTER COLUMNS PROVIDE
MORE OPTIONS.
2. DETERMINE THE REQUIRED ROOF DECKING THICKNESS FOR THE
DESIRED SPAN FROM TABLE 3 OR 4 ON SHEET 1A. USE THE
SPANS FOR THE ROOF LIVE LOAD REWIRED FOR THAT AREA
(CONSULT LOCAL BUILDING OFFICIAL),
3. DETERMINE THE TRIBUTARY WIDTHS (T.W.) FOR THE BEAMS FROM
TABLES 1 & 2 BASED ON THE DESIRED GEOMETRY.
4. USE THE SHEET TITLE BLOCKS OR TABLE OF CONTENTS TO LOCATE
THE SHEET WITH THE DESIRED BEAM WITH THE REQUIRED ROOF LIVE
LOADS. CHECK THE SPAN TABLES TO VERIFY THE BEAM WILL SPAN
THE DESIRED DISTANCE WITH THE TRIBUTARY WIDTH. AFTER
VERIFYING THE BEAM READ THE REQUIRED FOOTING AND ALLOWABLE
COLUMN OPTIONS. REPEAT AS NECESSARY.
5. SEE THE APPROPRIATE DETAIL SHEETS FOR THE TYPE OF STRUCTURE
BEING ERECTED (EITHER FREE-STANDING OR ATTACHED TO
ANOTHER STRUCTURE).
6. FOLLOW ALL NOTES AND RECOMMENDATIONS CONTAINED WITHIN
THESE DRAWINGS PERTAINING TO THE STRUCTURE BEING ERECTED.
7. DO NOT EXCEED THE VALUES SHOWN IN THE TABLES IF THE VALUE
WOULD BE EXCEEDED USE THE NEXT HIGHER LOAD CASE (EXAMPLE!
USE 9'-0" SPAN INSTEAD OF 8'-0' IF TTI,' DESIRED SPAN IS 8'-2').
�g�F NG N, F-
SKr 18748PE
Q 9
1
OREGDN 1
v Fpl: 17. �
8014N
I
EKplres: /z -31-o5-
0
0.871
1.420
41'
0.444 -J
3'x24' STRUCTURAL PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
\' 0.070
0.500 0450 /
0.500--{ j
/C` 0.806 I
2.4194.0
3.500
0.806 �•
A �F-3.000
07
4'x12' STRUCTURAL VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
1.000 (1920`
2.500 OQ300 2,460
A
pg 6.000
2.5'x6' FLAT PANEL
3004H36 ALUMINUM
NOTES;
1. FASTEN ALL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (.sDS),
2. FASTEN ALL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS,
3. 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'.
4. 105 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS
UNDER 8', ALL TRIG WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12'
r 4.000 -1
4.000 0.125
as
0.125'X4'x4' POST
6063T6 ALUMINUM
+0103
322 f-0.062
tr :F 1.500 Fl 1.500
" 1.5' SQ TWIN POST
1, 3004H36 OR 6063T6
ALUMINUM
0.075
6110 ' E--}-1.375
[-3.650-{
Za6' SMOOTH GUTTER
6063T6 ALUMINUM
4' 11R 5' 0.188
10 4' OR 5' SQUARE
STEEL POSTS ASTM A36
a000
ll
0.075'X3'x3' POST
6063T6 ALUMINUM
0.274 Os77 09J7
40
0.250
15 4.100 1.299 �\ 4.060 I6
3.993 1.000
HANGERS FOR 4' PANELS
6063T6 ALUMINUM
A
z
6' MAGNUM GUTTER
6063T6 ALUMINUM
EXTRUDED ALUMINUM
5.110
10.4761
3.000
R0380 1 �.
0.062 3.000j' �
A
1t -�-0.872
0.062'X3'x3' MAGNUM POST
6063T6 ALUMINUM
3.662
0.062 3.600
3.100�q 3.100
3.0811 11
n yl f--1.012-{1.702f-
HANGERS FOR 3' PANELS
6063T6 ALUMINUM
FOR 3' PANELS
0,480-1 I-.-3.770- I
5' MAGNUM GUTTER
6063T6 ALUMINUM
r-0.028
`-R0.140
3.000 0432 ALUM
0.043 STEEL
13
3' CLOVERLEAF POST
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
0.050
0.062
A
A1WNING RAIL
6063TG ALUMINUM
o 01.0 o b o
�M[N pt D6
-T r M1N
1.812 o 0 0 0 0 0 0
FASCIA SPLICES MUST BE WITHIN 12' OF A POST.
6' MAGNUM SPLICE 6063TG ALUMINUM
ROLL FORMED PANEL PANEL
FASCIA, ALUMINUM
1 BEAM OR OTHER
STRUCTURAL HEADER
v:.
POST
FREESTANDING SINGLE SPAN COVER
(--
VA�
WIDTH MUST BE AT LEAST d
CUBIC
75% OF PROJECTION FOR L.
FOOTING
SINGLE SPAN ATTACHED
STRUCTURES dcl
WIDTH LEDGER BOARD
0.5' PER 12'
MINIMUM SLOPE
t-'RIJJLU I IUN
02
ATTACHED SINGLE SPAN COVER
MAYBE MULTISPAN
L FORMED PANEL PANEL
�—CIRCULAR FOOTINGX
ALL HEADERS MAY ALL PANELS
/
OVERHANG 30% OF MAY OVERHANG
POST SPACING 30% OF THEIR
CLEARSPAN
MULTIPLE SPAN'
HEADERS ARE ALLOWED
I BEAM OR OTHEF
STRUCTURAL HEA
MULTISPAN
FREESTANDING UNIT
POST
CUBIC
FOOTING
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO ie' HEIGHT
d
ss
d
SINGLE SPAN
3.5' CONCRETE FREESTANDING UNIT
SLAB (OPTIONAL)W4 3.5' CONCRE
SLAB (OPTIO
r-
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAVING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS