2008, 08-12 Permit App: 08003054 CarportProject Number: 08003054 Inv: I Application Date: 8/12/2008 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Parcel Number: 55083.9066 Block: Lot:
SiteAddress: 1720 N HODGES LN Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
Location:: CSV SPOKANE VALLEY WA 99037
Zoning: R-4 SF Res Urban District
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review n ormation: .. ... , .
Review
Building Plan Review
Originally Released:
Landuse/Zoning/HE Conditions
Released By:
8/7/2008 By: tmelbourn
Released By:
Originally Released: 8/12/2008 By: LBARLOW
Permits:.h,,,.....
Operator: JD Printed By: JD Print Date: 8/12/2008
Project Number: 08003054 Inv: 1 Application Date: 8/12/2008 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 Gra Type Notes
CARPORT OP R-3 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509)467-0600
This Application:
Sg Ft Valuation
868 $13,020.00
Totals: 868 $13,020.00
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
Permit Total Fees:
Total Project:
Sg Ft Valuation
868 $13,020.00
868 $13,020.00
Fee Amount
$237.25
$59.31
$4.50
$301.06
Notes �.,..
Payment Summary:"',-,,,
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $301.06 $301.06 $0.00 $301.06
$301.06 $301.06 $0.00 $301.06
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: 3D Printed By: JD Print Date: 8/12/2008
Spokane
jValley-*
Community Development
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www•.spokanevalle .org
Residential Construction
Permit Application
PERMIT NUMBER: �p
PERMIT FEE:
❑ New Construction
n_Addition/Remodel
Other:
SITE ADDRESS: ZV / S LA/
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
Name:
N O
Address`. S �� bcQ
1 /E,
City: O V lJ/i/ State: Uig} Zip:194)3 7
PhoFax: Q9/- 9V
ne: j9 ( _�c�� )
Contact Person
Name:
Phone: 4
Describe the scope of work in detail:
Z
Proposed Use:
❑ Accessory Bldg
❑ Deck
Contractor:
DIMENSIONS:
Name: /r✓i
�✓'✓c
Address: ��MA
2 FLOOR SQ. FTG:
City: d K
State: WlZ Zip: 99 Z) '
Phone:
Fax: q6 7 " 7 7
Contractor Lic "
No: / oll J C 9
/
p Date:
City Business Lic. No:
Cost of Project:
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG:
AREA:
FINISHED BASEMENT
GARAGE SQ. FTG:
DE COV. PATIO $Q. FTG:
30% SLOPES ON
SQ. FTG:
`
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEIAT 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.
SIGNATURE: '�'J 4'"DATE: — S
Method of Payment:
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 2/15/07
❑ Mastercard ❑ VISA
Expires: VIN#:
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project
Previous pre -app meeting ❑
Plan revisions ❑
Transmittal Date:
Wednesday, August 06, 2008
Site Address: 1720 N HODGES LN Project Number. U8003054
Parcel Number: 55083.9066
Zoning: R-4 Water District: CONSOLIDATED ID #19
Fire District: FD 01
Applicant: ALPINE PATIO CONCEPTS
9300 N MARKET
SPOKANE WA 99217
(509) 467-0600
e-mail:
Contact: ALPINE PATIO CONCEPTS
9300 N MARKET
SPOKANE WA 99217
(509) 467-0600
e-mail:
Contractor. ALPINE PATIO CONCEPTS
9300 N MARKET
SPOKANE WA 99217
(509) 467-0600
Project 14 X 62 CARPORT
Description:
Owner: MISSION MEADOWS LLC
15918 E CAMERON CT
SPOKANE VALLEY WA 99037
e-mail:
Occupant:
e-mail:
Arch / Engineer: _i
e-mail:
Please send all plan review and project comments via e-mail to the
highlighted individuals.
For City Use Only
PLUS Project Number , ���
SPCITY OF Project Address
OKane �l a
alle °
y 11703 E Sprague Ave Suite B-3 ♦Spokane Vattey WA 99206
491;000 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for.
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re -submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure, you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re -
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE -APPLICANT PINK - BUILDING FILE REV 9/07
�N
i' 3U1000 --- °' 171
1305
� XU,' 25117291I 11 �
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0.8 �
HODGES LANE
7.•
53
.. MOON& effimmomw
)726 II
i II
ammw� 53 �
1% tb
Q I�
6
---- -- -� , : LOT 16
• $' f; ' 1720 N. Hodges Lane
North
Z Z -a
° Scale: 1" = 20'
- • • Resident approval of site plan
5%
Signature date _
Signature date _
D
C
tD
m
N
U
Co
U
W
U
U
3
T
..................
53'
0)
HODGES LANE
1729 1
1
M. 84 I_
dh w�
53 ....
�f f726 --VON
t 17
1
--� ��• ;,��� -�: LOT 16
T j¢ Hod 1720 N. es Lane
aye g
a North
Scale: 1" = 20'
Resident approval of site plan
53 5%i
Signature date
Signature date
D
C
m
m
m
m
w
w
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U
3
--U
May 1, 2007
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 cad putna mO-com cast. net if you require further
information.
Sincerely,
Carl Putnam
Cc: Mike Irvi
WESTERN AWNING CO.
AWNING RAIL HANGER ��>
SIDE FASCIA
CORNER
POSTBRACKET
POST
POST BRACKET \�U�
DECKING PANEL
-
GUTTER SPLICE
\ BEAM SPLICE
FASCIA GUTTER
I -BEAM (IF REOD.)
AWNING FRAME ASSEMBLY
WESTERN AWNING CO.
I
ROLL FORMED OR LAMINATED
SANDWICH PANEL FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
g n
REQUIRED FOR
CONSTRAINED FOOTINGS
FREESTANDING SINGLE SPAN COVER
CIRCULAR FOOTING
of
DETAIL MU108
r
Ls'�
•' '.;: =
CUBIC FOOTING
DETAIL
MU108
V
WIDTH MUST BE AT LEAST
d d
ALL HEADERS MAY
75% OF PROJECTION FOR
OVERHANG 25% OF
SINGLE SPAN ATTACHED
STRUCTURES WIDTH
LEDGER
BOARD
POST SPACING
PROJECTION
Mu
ATTACHED SINGLE SPAN COVER
MAY BE MULTISPAN
0.5'PER 12'
MINIMUM SLOPE
MULTIPLE SPAN J
HEADERS ARE ALLOWED
PATI❑ COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS
AND CARPORTS ARE
LIMITED TO 18' HEIGHT
ROLL FORMED OR LAMINATED
SANDWICH PANEL
ALL PANELS
MAY OVERHANG
25% OF THEIR
CLEARSPAN
d + w CUBIC FOOTING
±• i'Y. DETAIL MU108
3.5' CONCRETE SLAB ATTACHMENT d <�cl
FOR SINGLE SPAN ATTACHED
PATIO COVERS ONLY
SINGLE SPAN
SURFACE MOUNT OR FREESTANDING UNIT
EMBEDDED ATTACHMENT Nu
0♦
I BEAM OR ❑THEE
STRUCTURAL HEA.
MULTISPAN
FREESTANDING UNIT
POST
CUBIC FOOT
DETAIL MUIC
3.5' CONCRETE
SLAB REQUIRE
FOR CONSTRAI
FOOTINGS
AND FASCIA
3004H36
SEE DETAIL M113
TL n
2.5' O
22
--6'--)
2.5'X6' FLAT PANEL
3004H36 ALUMINUM
2.200
— 24'24'
SEE. DETAIL M1131 1
SEE DETAIL M113
2s• z.s
24'
SEE DETAIL
i
24' PATTIPORT 3004H36 OR ASTM A653 GRADE 40 STEEL
NR PANEL 3004H36
2.5'X24' TRI VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
BLE
4.19
SEE TABLE 0.078
4.18 OR 4.19
aosD
0
� o.oso
29
I
6c
0.036'
I
+ 0.062 5.6'
u D.D70
30
O I 1-2.so—�
3.25
e I - '1
f
RF FASCIA
2S .8--{
O F-3
31
6'
3004H36 ALUMINUM
5' RF FASCIA SAMPSON GUTTER
6 .5' RF FASCIA
3004H36 ALUMINUM FASCIA
3004H36.5'R ALUMINUM
6063 T6
'EL
DETAIL M113
-6'
AT PANEL
36 ALUM
R10 SNS e24' 0/C
/I. PANEL 1N TERLOCK
1.5 PCF FOAM
\ 74
`-0.024' or 0.032'
3105H14 ALUMINUM
UM SANDWICH PANEL
IEL CONFORMS TO ICC AC04.
CONFORMS TO ICC AC05
.e sMs es• D/c
12
4
Ml
33
4'x12' VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
F
SEE DETAIL Ml13 25
26
Ml
2.5'X12' TWIN VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
MA
6' ALLMET
EXTRUDED FASCIA
6063 T6
SEE TABLE
4.18 OR 4.19
5.1
x
-- 3.8 —�
5' MAGNUM GUTTER
6063T6 ALUM
SEE TABLE 4.18 OR 4.19
I5
1 �
33
4.5' EXTRUDED FASCIA
6061 T6
6' MAGNUM GUTTER 6' SMOOTH GUTTER
6063T6 ALUM 6063T6 ALUM
WESTERN PANELS1B sMs e8 o/c
AND FASCIA 24
3'
.tl
39
3'X24' PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
Carl Putnam, P.E.
3441 IVYLINK PLACE
LYNCHBURG• VA 24503
CARLPUTNAM2COMCAST.NET
aa. *
CMP
GM By
CMP
10/9/2007
r�
MUSA03.DWG
3 of 10
R"isiols
1,625-1
I
0062 0.050'
T'0.062
2 5' 7 3.062'
I - - 0.062' 3.06 2' 3.74REF I
1.100 3.562' 3.74' REF 1
4.060 =.373' 4.24' (n
0.062'
;a coo=L U
4" HANGERS 42 o.oso Mu
45 Q
I
6063T6 ALUM FD6FRe MU 3' AND 2.5" "G' HANGER
>�
cauM 6%3 T -s) 43 44 3' J' RAIL Cr, Qm�^m
3-1/2" "J" RAIL CC
RAIL PROFILES ALUM. ALLOY 6063-T6 cc
rl SEE TABLE 7.5 FOR
_i TYPE AND7panet
''rtrt.1N N
OF F
0.75' `a_i Z
1.101 3.100 i w a
0.062 I 0.050' � Q � � � �
I `I
6063T6 HANGERS
3.562—W062'2.062• . co
height , I d
ua
4.000 11-11.062' H 1.062'3000—{ 0.040- �� MAR 2 8 7009
f 0.625.777"""
1.50'
0.125 ee "C" HANGER 3-1/2" "G" RAIL i9 2" "J" RAIL
5 0.062 � I'1'7a,1
7
so
3" POST 0.125"x4"x4" POST 0,062'x3'x3'
ALUM 6063T6 ALUM MAGNUM POST ` 9(,,
6063T6 ALUM„=
FASCIA SPLICES MUST BE WITHIN 12' OF A POST
—0.0620 - 0.0620
SEE DETAIL X
MU
EXTRUDED s3 5' EXTRUDED
TTER SPLICE GUTTER SPLICE
i3 T6 ALUMINUM 6063 T6 ALUMINUM
k
500
MU
54 5' ROLL FORMED
GUTTER SPLICE
3004 H36 ALUMINUM
1' MIN
MU
0 0 0
VS 1-1' M I \
} iz sus
V MIN—
SCREW
O O O o O O O
SCREW PATTERNS
FOR ALL FASCIA
SPLICES ALL FASCIA
SPLICES MUST BE WITHIN
12' OF A POST
Cart Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG. VA 24503
CARLPUTNAM2COMCAST.NEI
CMP
c�«♦ er
CMP
Ool♦
IO/9/2007
MUSA04.OWG
Sca. NTS Pow '4 of 1
/SEE TABLE 4.19 RevisionsI-3.287'-1 /-RF OR EXTRUDED FASCIA SEE TABLE 4.19
�T.0105
ao
M a
(n mm
o `a
In
+0.07401 LS'
3.062 ONE 46' BOLTS
EIGHT M8 SMS/SDS
0• FOR FOOTINGS UP TO d=27'
'L TWO 3fi' BOLTS OR 12 SCREWS
;T FOR FOOTINGS UP TO d=31'
Mu SAMSON BEAM
99 (ALUM. 6063-T6)
GALVANIZED POWERS WEDGE BOLT
(ICC ESR I678)I
FOR SLAB ATTACHMENT AND
FOOTINGS UP TO d=26' USE 2.5' EMBEDMENT
FOR FOOTINGS UP TO d=30' USE 3-5' EMBEDMENT
FASCIA OR 4' I BEAM
TWO %' BOLT w/ 1.25'0 STEEL
WASHER FOR SLAB MOUNT AND
d=27' FOOTINGS. THREE ¢'BOLTS
FOR d=30' FOOTINGS
MAX HEIGHT 8'
0.032'X1.5'X1.5'
ALUM TWIN POST
1.5' 6' OR 9' --7'
EIGHT 118 SMS FOR SLAB MOUNT
AND FOOTINGS UP TO d=25'.
SIXTEEN 48 SMS FOR FOOTINGS
UP TO d=30'
TWO 3/8' BOLTS FOR d=30'
ROOF PAN
4', 5' OR 7' I BEAMS
TWO 3/8' BOLTS
V/ 1.5' STEEL WASHER
ONE 3/8' BOLTS
FOR d=31' FOOTING
TWO 3/8' BOLTS
FOR d=39' FOOTING
0.062' ALUM 6063T6 3'x3' CLOVERLEAF
BRACKET MAY BE TWO STEEL POST
SEPERATE OR ONE HEAVY DUTY BRACKET
CONTINUOUS ALUM OR STEEL
-.0625'
Mu ALUM. ALLOY 6061 T-6
tot I -BEAM WITH BRACKET
Oo POST CONNECTIONS AN SCROLL POST DETAIL
SINGLE SPAN ATTACHED UNITS ONLY
TABLE 4.18 OR 4.19
SEE TABLE 4.19
14AR 2 8 290f
I/
W S ER
WASHER
/ `
S / A1.t��
1/4' BOLTS w/
SEE TABLE FOR
ONE fib' BOLT FOR FOOTINGS UP TO
X5/8' STEEL WASHERS
NUMBER AND SIZE
I
d=24' AND 90 MPH EXP B SLAB ATTACH V,5'X
3' I
OF BOLTS.
EXPIRES 2:�5
TWO %' BOLTS FOR 90 MPH EXP C SLAB
"
EAM BRACKET
FOOTINGS UP TO a=ze•
BOTTOM CONNECTION TO POST REQUIRES
;JF
Of 112"
Maximum
OR SDS
THE SAME
TWO 3/8' BOLTS
dolts
Footing Size
Cori Putnan, P.E.
R d=27'
STANDARD ALUMINUM
4
47"
3441 IVYLINK PLACI
SCREWS
BRACKET DETAIL
x3' L❑CKSEAM -__ - _ ��l
6
54"
LYNCHBURG, VA 24°
CARLPUTNAMQCOMCA!
TOP OR
MU79 OR MU83 OR
ETAIL MU89
# of 31r
Maximum
NECTION
u• BRACKET MU84/85
AX FOOTING SIXE CUT PORTION OF
bolt8
FootiTl Size
93/B'0
GLAVANIZED POWERS
= 32" BOTTOM
WEDGE BOLT [CC ESR -1678
POST
6
49"
49"
°r- ft CMP
I
SEE NOTE
w/ 2.5' EMBEDMENT FOR
FOOTINGS W/ d=26' OR SLAB ATTACHMENT
8
54"
�^��ft
CMP
I
FOOTINGS UP TO d=31' REQUIRE
EMBEDMENT OF 3.5'
STEEL POST DETAIL MU93
°01 10/9/2007
CONNECTION OF 3' POSTS TO FASCIA
Mu
MUSA07.DWG
OR 4' I BEAM
AND SLAB/FOOTING
104 I -BEAM CONNECTION
SINGLE SPAN
ATTACHED UNITS ONLY
SOLID COVERS 4.0: WESTERN PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
A" 19., wPctPrn VPP Panel (Sinole Soan) MU35 4"x12" Western Vee Panel (Multispan) MU35
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exp B Exposure C
(psf)
(in)
90 90 105 110
20 0.020
12'-6"
12'-6"
12'-6"
12' -2 -
LIVE 0.024
14'-10'
14'-10'
14'-10'
14'-3"
0.032
17'-9"
17'-9"
17'-6"
164"
0.040
19'-2"
19'-2"
19'-2"
19'-Z,'
Steel 0.018
15'-7"
15'-7"
164"
14'-6"
Steel 0.024
18'-2"
18'-2"
18'-2''
18'-20
0:020
12'-3"
12'-3"
12'-3"
12'- 2. "
0.024
14'-5"
14'-5"
14'-5"
14'-3"
0.032
17'-4"
17'4"
17'-4"
16'- '
0.040
18'-10'
18'-10'
18'-10'
18--11%
Steel 0.018
15'-2"
15'-2"
15'-2"
14'-6"
Steel 0.024
17'-9"
17'-9"
17'-9"
17'-9"
30 0.020
11'-2"
11'-2"
11'-2"
11'-2"
0.024
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
13'-11'
13'-11'
13'-11'
13'-11'
Steel 0.024
16'-3"
16'-3"
16'-3"
16-3"
40
9'-8"
9'-8"
9'-8"
9'-8"
0.024
11'-6"
11'-6"
11'-6"
11'-6"
1-0.020
0.032
13'-9"
13'-9"
13'-9"
13'-9"
0.040
15'-11'
15'-11'
15'-11"
15'-11'
Steel 0.018
12'-2"
12'-2"
12'-2"
12'-2"
Steel 0.024
14'-2"
14'-2"
14'-2" 1
14'-2"
50 0.020
8'-8"
8'-8"
8'-8"
8'-8"
0.024
10'-3"
10'-3"
10'-3"
10'-3"
0.032
1
12'-4"
12'-4"
12'-4"
12'-4"
0.040
14'-3"
14'-3"
14'-3"
14'-3"
Steel 0.018
10'-11'
10'-11"
10'-11'
10'-11'
Steel 0.024
12'-9112'-9"
11'-1"
12'-9"112'-9"
11'A"ll
60 0.020
7'-11"
7'-11"
7'-11"
7'-11"
0.024
10'-11'
10'-11'
10'-11'
10'-11'
0.032
11'-3"
11'-3"
11'-3"
11'-3"
0.040
13'-1"
13'-1"
13'-1"
13'-1"
Steel 0.018
9'-2"
9'-2"
9'-2"
9'-2"
Steel 0.02411
V-8" 1
11'-8" 1
11'-8" 1
11'-8"
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exp B Exposure C
(ps
(in)
90 90 105 110
20 0.020
10'-10'
10'-10'
10'-10'
10'-10'
LIVE 0.025
12'-8"
12'-8"
12'-8"
12'-8"
0.032
14'-11'
14'-11'
14'-11'
14'-11'
0.040
17'-2"
17'-2"
17'-2"
17'-2"
Steel 0.018
12'-9"
12'-9"
12'-9"
12'-9"
Steel 0.024
16'-3"
1 16'-3"
16'-3"
16'-3"
25 0.020
10'-7"
10'-7"
10'-7"
10'-7"
0.025
12'-5"
12'-5"
12'-5"
12'-5"
0.032
14'-6"
14'-6"
14'-6"
14'-6"
0.040
16'-9"
16'-9"
16'-9"
16'-9"
Steel 0.018
12'-5"
12'-5"
12'-5"
12'-5"
Steel 0.024
15'-10'
15'-10'115'-10',15'-10'
10'-6"
10'-6"
30 0.020
9'-7"
9'-7"
9'-7"
9'-7"
0.025
11'4"
11'-4"
11'-4"
11'-4"
0.032
13'-3"
13'-3"
13'-3"
13'-3"
0.040
15'-4"
15'-4"
164"
154"
Steel 0.018
11'-2"
11'-2"
11'-2"
11'-2"
Steel 0.024
14'-6"
14'-6"
14'-6"14'-6"
10'-8"
40 0.020
8'-3"
8'-3"
8'-3"
8'-3"
0.025
9'-9"
9'-9"
9'-9"
9'-9"
0.032
11'-6"
11'-6"
11'-6"
11'-6"
0.040
13'-4"
13'-4"
13'-4"
13'-4"
Steel 0.018
9'-4"
9'-4"
9'-4"
9'4"
Steel 0.024
12'-6"
12'-6"
12'-6"
12'-6"
50 0.020
7'-3"
7'-3"
7'-3"
7'-3"
0.025
8'-9"
8'-9"
8'-9"
8'-9"
0.032
10'4"
10'4"
10'4"
10'4"
0.040
11'-11'
11'-11'
11'-11
11'-11'
Steel 0.018
8'-1"
8'-1"
8'-1"
8'-1"
Stee10.024
11'-1"
11'-1"
IVA"
11'A"ll
60 0.020
6'-6"
6'-6"
6'-6"
6'-6"
0.025
9'-11"
9'-11"
9'-11"
9'-11"
0.032
9'-5"
9'-5"
9'-5"
9'-5"
0.040
10'-11'
10'-11'
10'-11
10'-11'
Steel0.018
7'-2"
7'-2"
7'-2"
7'-2"
Steel 0.024
10'-1"
10'-1"
10'-1"
10'-1"
TABLE 4.24 IHDLC '+. 4,J
o. ,.1 ilzi I. Cnnnl M1139
y Ground,
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exp B Exposure C
(psf)
(in)
90 90 105 110
20 0.020
9'-9"
9'-9"
9'-9"
9'-7"
LIVE 0.025
11'-9"
11'-9"
11'-9"
11'-9"
0.032
13'-9"
13'-9"
13'-9"
13'-9"
0.040
14'-10'
14'-10"
14'-10'
14'-10'
Steel 0.018
12'-3"
12'-3"
12'-3" 1
12'-3"
25 0.020
9'-7"
977-6'--7`9'4"
4'-11"
4'-11"
0.025
11'-5"
11'-5"
11'-5"
11'-5"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
0.040
14'-7"
14'-7"
14'-7"
14'-7"
Ste 10.018
12'-0"
12'-0"
12'-0"
12'4"
30 0.020
8'-9"8'-9"
8'-9"
8'-9"
0.025
10'-6"
10'-6"
10'-6"
10'-6"
0.032
12'-3"
12'-3"
12'-3"
12'-3"
0.040
13'-9"
13'-9"
13'-9"
13'-9"
Steel 0.018
11'-0"
11'4"
11'-0"
11'-0"
40 0.020
7'-7"
7'-7"
7'-7"
7'-7"
0.025
9'-1"
9'-1"
9'-1"
9'-1"
0.032
10'-8"
10'-8"
10'-8"
10'-8"
0.040
12'-2"
12'-2"
12'-2"
12'-2"
Steel 0.018
9'-7"
9'-7"
9'-7"
9'-7"
50 0.020
6'-9"
6'-9"
6'-9"
6'-9"
0.025
8'-2"
8'-2"
8'-2"
8'-2"
0.032
9'-6"
9'-6"
9'-6"
9'-6"
0.040
10'-11'
10'-11'
10'-11'
10'-11'
Steel 0.018
8'-7"
8'-7"
8'-7"
8'-7"
60 0.020
6'-2"
6'-2"
6'-2"
6'-2"
0.025
7'-5"
7'-5"
7'-5"
7'-5"
0.032
8'-9"
8'-9"
8'-9"
8'-9"
0.040
10'-0"
10'-0"
10'-0"
10'-0"
Stee10.018
7'-10"
a 7'-10"
7'-10"
7'-10"
Metals USA Building Products
227 South Town East Blvd
Mesquite, TX 75149
(972)285-8811
F(972) 882-8818
3"x24" Western Panel (Multispan) M1 .t
Ground Panel Wind Speed an(.,
Snow Load Gauge Exp B Expc
( sf) (in)r14-1
10'-7"
90 1
20 0.020
13'-0"
8'-9" 8
LIVE 0.025
14'-7"
10'-10' 1C
0.032
10'-9"
13'-4" 1;
0.040
7'-8"
14'-10' 1Steel
0.018
9'-7"
11'-0" 1
0.025
10'-7"
10'-7" 11
0.032
13'-0"
13'-0" 1;
0.040
14'-7"
14'-7" 1
Ste 10.018
10'-9"
10'-9" 11
30 0.020
7'-8"
7'-8" -1
0.025
9'-7"
9'-7"
0.032
11'-10'
11'-10' 11
0.040
13'-9"
13'-9" 1:
Steel 0.018
9'-8"
9'-8"
0.025
8'-3"
8'-3"
E
0.032
10'-3"
10'-3"
1
0.040
12'-2"
12'-2"
1.
Steel 0.018
8'-2"
8'-2"
E
0.020
5'-7"
5'-7"
`.
0.025
7'-3"
7'-3"
i
0.032
9'-2"
9'-2"
S
0.040
10'-10'
10'-10'
1(
Steel 0.018
7'-2"
7'-2"
i
0.020
4'-11"
4'-11"
4
0.025
6'-7"
6'-7"
f
0.032
8'-4"
8'-4"
t
0.040
9'-11"
9'-11"
9
Steel 0.018
6'-4"
6'-4"
E
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carlputnam@comcast.net
MAR R
M Irl
C , WAIN
i Tl
EXPIRES
The manufactured home wall does not meet 2006 IRC
prescriptive brace wall requirements. A separate wall
meeting R602.10.6. 3&4 or Washington State Labor &
Industries approval is required at the footing inspection.
Driveway Approach Deviations, relocations or alter-
ations to existing or designated driveway approaches in
subdivisions will require a right of way permit address-
ing storm water engineered configuration and sizing.
PROVIDE DIAGRAMS AND
E'�GINEERING LAYOUTS FOR
12,_)C)F TRUSS)FS. BEAMS AND
f i UOR S%'�',MS PRIOR TO FRAMING
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REV0,'V P F �F
SOF PLIANCE
Sf''KAiIE `fit; 1�lVISIOC�