20200409090729724Project Number: 07001419 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: CARPORT 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:
SiteAddress: 19413 E COLYAR LN
Location:: CSV
Lot:
Owner: Name: SPOKANE HOME CENTER
Address: 4505 E SPRAGUE AVE
SPOKANE, WA 99212
Zoning: UR-7 Urban Residential-7
Water District: 134 CONSOLIDATED ID #19
Hold: fl
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs- 0 Nbr of Dwellings: 0
Review Information:
Date: 4/23/2007 Page 1 of 2
Review
Building Plan Review
Released By:
Landuse/Zoning/HE Conditions
Permits:
Released By:
Operator: JD
Printed By: JD
Print Date: 4/23/2007
Project Number: 07001419 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: CARPORT
Setbacks: Front
Site Information:
Plat Key:
Date: 4/23/2007 Page 1 of 2
Contact: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
C - S - Z: SPOKANE WA 99217
Left: Right: Rear: Phone: (509) 467-0600
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 19413 E COLYAR LN
Location:: CSV
Lot:
Owner: Name: SPOKANE HOME CENTER
Address: 4505 E SPRAGUE AVE
SPOKANE, WA 99212
Zoning: UR-7 Urban Residential-7
Water District: 134 CONSOLIDATED ID #19 Hold: E
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Reviewlnformation•
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Released By:
Permits: u--.-.—
Operator: JD Printed By: JD Print Date: 4/23/2007
Project Number: 07001419 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Description Grp
CARPORT OP R-3
Building Permit
Date: 4/23/2007 Page 2 of 2
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Type Notes Sq Ft Valuation Sq Ft Valuation
VB 014.441 $6,615.00 441 $6,615.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Totals: 441 $6,615.00 441 $6,615.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$139.25
$34.81
$4.50
$178.56
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$178.56 $178.56 $0.00 $178.56
$178.56 $178.56
$0.00 $178.56
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: 4/23/2007
M� Permit Center
Y V 11707 E Sprague Ave, Suite 106
Valle Spokane Valley, WA 99206
Y (509)688-0036 FAX: (509)688-0037
Community Development aww.sookanevallev ors com =1
Residential Construc
Permit Application APR 9 2007
SITE ADDRESS I ' ? y 15
ASSESSORS PARCEL NO:
1 7--ar '',-Aitam
Name: S �%ltAr112 \o4
Address: 5-0 E_ S p24G 1.c�2
City:. SpCk./f'NiQ Zip: .L 17.-
Phone: 3'35 -11c13 Fax: j 3S- Z52-62
o New Construction
xrAddition/Remodel
;' '' O Other:
L
LEGAL DESCRIPTION:
Name:
Phone:
?_� S r eAe- e.
IL+
MAIN FLOOR TO SQ_
FTG:
Describe the, scope of work in detail:
I ,N
I.( :���� ,��� F05-ts
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: **********************
DIMENSIONS: # OF STORIES: Pp 1 TOTAL HABITABLE SPACE
FINISHED BASEMENT
SQ. FTG:
# 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
signatory is the property owner or has permission to represent the property
P Percy owner. be The
in full compliance with the City of Spokane Valley Development Coe. Referenced codes re available for nsaction. 4) All
revview at the City ofdone
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 inforrnation may be required to be submitted, and subsequently approved before
2 FLOOR SQ. FTG:
GARAGE SQ. FTG:
CONSTRUCTION TYPE:
o Accessory Bldg
o Deck
Lie No: l LD ,'1i PC 99 763E •. Date:
Cost of Project:
w, I I
UNFIN BASEMENT SQ. FTG:
DECK/COV. PATIO SQ. FTG:
HEAT SOURCE:
IMPERVIOUS SURFACE
AREA:
30% SLOPES ON
PROPERTY:
SEWER OR SEPTIC?
•
Date _9 -6 7
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Bankcard #: Check ❑ Mastercard ❑ VISA ❑ Other
Expires: VIN#:
Signature
Authorized Signature:
REVISED 8252DD5
Carl Putnam P.E.
3441 Irylink Place
Lynchburg, VA 24503
marl P
July 24, 2006
ulna
Thad W. Shoesler
Alpine Patio Concepts, Inc.
9300 N Market Street
Spokane, WA 99217
Dear Thad:
I am the engineer of record for the Metals USA: Engineering for Aluminum Patio Covers
Carports and Commercial Structures. These plans are standard plans and are designed so
that a non design professional can easily determine the components/details required to build
a structure. Alpine Patio Concepts, Inc. is a customer of Metals USA and the engineering
package is applicable to all structures they build within the scope of the plans. I am licensed
in 25 states and these plans are used similarly all over the country.
Please contact me at (434) 384-2514 or at carlputnam(o�adelphia.net if you require further
information.
Sincerely,
Carl Putnam, P.E.
Cc: Mike Irvin
:OR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES
SECTION DESCRIPTION
STRUCTURAL CONFIGURATIONS
GENERAL NOTES
COMPONENTS/CONNECTION DETAILS
1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS
2.0 CONCRETE FOOTING OPTIONS
NORMAL WIND AREAS
3.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING ALUMINUM HEADERS
4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING STEEL HEADERS
HIGH WIND AREAS
5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING ALUMINUM HEADERS
6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING STEEL HEADERS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
September 2, 2005
NERCIAL AND PATIO STRUCTURES
1" x24" Tri Vee Panel
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110
Exposure
Exposure C
90 110
20
0.020
9'-6"
9'-6"
9'-6"
9'-6"
0.025
11-2"
11'-2"
11'-2"
11'-2"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
0.040
14'-10"
14'-10"
14'-10"
14'-10"
Steel0.018
11-8"
11'-8"
11'-8"
11'-8"
25
0.020
9'-3"
9'-3"
9'-3"
9'-3"
0.025
10'-11"
10'-11"
10'-11"
10'-11"
0.032
13'-2"
13'-2"
13'-2"
13'-2"
0.040
14'-7"
14'-7"
14'-7"
14'-7"
Steel 0.018
11'-5"
11'-5"
11'-5"
11'-5"
30
0.020
8'-6"
8'-6"
8'-6"
8'-6"
0.025
10'-0"
10'-0"
10'-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
8'-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"
TABLE 1.
TANG UP TO 30% OF THEIR CLEARSPAN
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
0.020
12'-6"
12'-6"
12'-6"
11-4"
0.025
14'-10"
14'-10"
14'-10"
13'-6"
0.032
17'-9"
17'-9"
17'-9"
16'-5"
0.040
19'-2"
19'-2"
19'-2"
19'-2"
Steel 0.018
14'-5"
14'-5"
14'-5"
14'-5"
25
0.020
12'-3"
12'-3"
12'-3"
11-4"
0.025
14'-5"
14'-5"
14'-5"
13'-6"
0.032
17'-4"
17-4"
17'-4"
16'-5"
0.040
18'-10"
18'-10"
18'-10"
18'-10"
Steel 0.018
14'-0"
14'-0"
14'-0"
14'-0"
30
0.020
11'-2"
11-2"
11-2"
11-2"
0.025
13'-3"
13'-3"
13'-3"
13'-3"
0.032
15'-10"
15'-10"
15'-10"
15'-10"
0.040
17'-10"
17'-10"
17'-10"
17'-10"
Steel 0.018
12'-8"
12'-8"
12'-8"
12'-8"
40
0.020
9'-8"
9'-8"
9'-8"
9'-8"
0.025
11'-6"
11'-6"
11'-6"
11'-6"
0.032
13'-9"
13'-9"
13'-9"
13'-9"
0.040
15'-11"
15'-11"
15'-11"
15'-11"
Steel 0.018
10'-8"
10'-8"
10'-8"
10'-8"
50
0.020
8'-8"
8'-8"
8'-8"
8'-8"
0.025
10'-3"
10'-3"
10'-3"
10'-3"
0.032
12'-4"
12'-4"
12'-4"
12'-4"
0.040
14'-3"
14'-3"
14'-3"
14'-3"
Steel 0.018
9'-4"
9'-4"
9'-4"
9'-4"
60
0.020
7'-11"
-7'-11"
7'-11"
7'-11"
0.025
9'-5"
9'-5"
9'-5"
9'-5"
0.032
11-3"
11'-3"
11'-3"
11'-3"
0.040
13'-1"
13'-1"
13'-1"
13'-1"
Steel 0.018
8'-3"
8'-3"
8'-3"
8'-3"
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carlputnamAadelphia.net
TABLE 1.
Viking 2.5"x6" Flat Panel
Live Panel Wind Speed
Load Gauge Exposure B
(psf) (in) 90 110
and Exposure
Exposure C
90 110
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"
11'-5"
14'-4"
17'-2"
8'-1"
10'-1"
14'-0"
17'-2"
25
0.020
0.024
0.032
0.040
9'-8"
11'-1"
14'-0"
16'-9"
9'-8"
11'-1"
14'-0"
16'-9"
9'-8"
11'-1"
14'-0"
16'-9"
8'-1"
10'-1"
14'-0"
16'-9"
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'
15'-5"
8'-1"
10'-1"
12'-10"
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"
11'-2"
13'-5"
7'-8"
8'-10"
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"
7'-11"
10'-0"
12'-0"
6'-11"
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"
6'-3"
7'-3"
9'-2"
11-0"
Viking 2.5"x6" Panel (Single Span Only)
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110
Exposure
Exposure c
90 11(
20
0.020
0.024
0.032
0.040
12'-5"
14'-6"
16'-0"
17'-2"
10'-0"
12'-2"
16'-0"
17'-2"
. 11'-1"
13'-6"
16'-0"
17'-2"
8'-1
10'-
14'-1
17';
25
0.020'
0.024
0.032
0.040
12'-2"
14'-2"
15'-9"
16'-11"
10'-0"
12'-2"
15'-9"
16'-11"
11-1"
13'-6"
15'-9"
16'-11"
8'-1
10'-
14'-i
16'-1
30
0.020
0.024
0.032
0.040
11'-1"
12'-11"
14'-10"
16'-0"
10'-0"
12'-2"
14'-10"
16'-0"
11'-1"
12'-11"
14'-10"
16'-0"
8'-1
10'-
14'-'
16'-1
40
0.020
0.024
0.032
0.040
9'-8"
11'-3"
13'-7"
14'-7"
9'-8"
11'-3"
13'-7"
14'-7"
9'-8"
11'-3"
13'-7"
14'-7"
8'-1
10'-
13'=
14'
50
0.020
0.024
0.032
0.040
8'-8"
10'-1"
12'-6"
13'-7"
8'-8"
10'-1"
12-6"
13'-7"
8'-8"
10'-1"
12'-6"
.13'-7"
8'-1
10'-
12'-i
13'-
60
0.020
0.024
0.032
0.040
7'-11"
9'-3"
11'-5"
12'-9"
7'-11"
9'-3"
11'-5"
12'-9"
7'-11"
9'-3"
11'-5"
12'-9"
7'-1
9' 2
11'
12'-
WE18LS II�,°
BUILDING PRODUCTS
Mesquite, TX 75149
(972) 285-8811
F(972) 882-8818
Page 1 of
0.650 -
06 3"x24' STRUCTURAL PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
0.500 -
0.806
2.419
<-1-3.000 T
0.070
3.500 40
4'x12' STRUCTURAL VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
1.000
- -0.920
2,460
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 TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12'
0.125'X4'x4' POST
6063T6 ALUMINUM
0032 ��"-'-��'-0�� 062
LIT1.500 U11,500
14 1.5' SQ TWIN POST
3004H36 OR 6063T6
ALUMINUM
-0.075
--r-1.375
S
I-3.650-1
6' SMOOTH GUTTER
6063T6 ALUMINUM
4'OR5'
0.188-
1
3.000
t
4' OR 5' SQUARE 0.075'X3'x3" POST
STEEL POSTS ASTM A36 6063T6 ALUMINUM
0.274 -
4-4- 0.577
4.100
-11.702 [-
HANGERS FOR 4' PANELS
6063T6 ALUMINUM
EXTRUDED ALUMINUM CL 1
-RO315
FOR 3' PANELS
I--F°.ib40--1
To25o
1.2997 4, I60
3,993 -1.000
PANELS
1.47611
6, 10
0.640-R0.315
FOR 4'
_J___! 0.075- 2.050
21 o.48o 1
6' MAGNUM GUTTER
6063T6 ALUMINUM
5,110
011.64
0.476 T
1-3.000-1
-0.062
-3.662-1
3.600
-0
QA 0.48- I-3.770- 1
5' MAGNUM GUTTER
6063T6 ALUMINUM
R0.380
3.000
-1 1--0.8 2�
0.062'X3'x3' MAGNUM POST
6063T6 ALUMINUM
0.062
3.100
3.081
1-1.012
3.100
--11.7021..-.
HANGERS FOR 3' PANELS
6063T6 ALUMINUM
5.782 0.055
\-R0.140
3.000
0.028
0,032 ALUM
0,043 STEEL
3' CLOVERLEAF POST
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
T 1' KIN
1.812
0.050
0.062
AWNING RAIL
6063T6 ALUMINUM
FASCIA SPLICES MUST BE WITHIN 12' OF A POST.
6' MAGNUM SPLICE 6063T6 ALUMINUM
l
6944461
P
3441 1'
LYNCHI
(434)
CARLPI
Oxig
D1. 9/
mow,*
MUST BE AT LEAST
F PROJECTION FOR
: SPAN ATTACHED
TURES
WIDTH
kCHED SINGLE SPAN COVER
BE MULTISPAN
ESTANDING SINGLE SPAN COVER
r
d
ROLL FORMED PANEL PANEL
CUBIC
FOOTING
LEDGER BOARD
0.5' PER 12'
MINIMUM SLOPE
FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
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)
ROLL FORMED PANEL PANEL
ALL PANELS
MAY OVERHANG
30% OF THEIR
CLEARSPAN
d
L •
SINGLE SPAN
FREESTANDING UNIT
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
CUBIC
FOOTING
3.5' CONCRETE
SLAB (OPTIONAL)
Revii
rwe"j
..0,0404
[PUTNAM ENGIN
3441 IV YL IW
LYNCHBURG, '
(434) 384-25
CARL PUT NAM
Aram 0,
CHP
(twit
e.
CHP
9/2/2
nano'
VEST 0:
Se",
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY UILDIN DIVISIONiM 4z��n%
Nor--�,
1 "= Zo 1