2006, 05-02 Permit App 06001661 Pole BldgProject Number: 06001661 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 24 X 24 DETACHED POLE BUILDING
Setbacks: Front 24 Left: 36 Right: 5 Rear: 5
Site Information:
Plat Key: 001630 Name: MIDWAY ADD
Date: 05/02/2006 Page 1 of 2
Contact: DON ARNDT CONSTRUCTION
Address: 3712 S ALDER CIR
C - S - Z: SPOKANE, WA 99223
Phone: (509) 448-7367
Group Name:
Project Name:
District:
Parcel Number: 35241.0817
SiteAddress: 7401 E 4TH AVE
Location:: CSV
Zoning: MFSUB
Water District:
Block:
Lot:
Owner: Name: MORTENSON, CLIFF
Address: 7401 E 4TH AVE
SPOKANE VALLEY, WA 99212
Hold: ❑
Area: .00 Acres Width: 60 Depth: 123 Right Of Way (ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: _.._...__.._.. ,
Review
Building Plan Review
Released By: T"i.
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits:
Originally Released: 05/02/2006 By: cjjanssen
Released By:
Originally Released: 05/02/2006 By: cjjanssen
Operator: CJJ Printed By: CJJ Print Date: 05/02/2006
Project Number: 06001661 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: DON ARNDT CONSTRUCTION
Address: 3712 S ALDER CIR
SPOKANE, WA 99223
Description Grp Tvpe Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Date: 05/02/2006
Page 2 of 2
Firm: DON ARNDT CONSTRUCTION
Phone: (509) 448-7367
This Application:
Se Ft Valuation
576 $10,944.00
Totals: 576 $10,944.00
Units Unit Desc
1 SELECT
I SELECT
1 SELECT
Permit Total Fees:
Total Project:
Su Ft Valuation
576 $10,944.00
576 $10,944.00
Fee Amount
$195.25
$48.81
$4.50
$248.56
Notes:
TOTAL SQUARE FOOTAGE OF ALL ACCESSORY STRUCTURES ON LOT NOT TO EXCEED
1000 SQUARE FEET.
CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS
Permit Type Fee Amount Invoice Amount
Building Permit $248.56 $248.56
$248.56 $248.56
Amount Paid
$0.00
Amount Owine
$248.56
$0.00 $248.56
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: CJJ Printed By: CJJ
Print Date: 05/02/2006
ECLSlV
MAY 01 20C' -BUILDING PERMIT APPLICATION WORKSHEET
Sj�kane
UOL
City of Spokane galley Community Development Department
Building Division
�.� 11707 E. Sprague Avenue, .Suite 106
Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: 509 688-0037
REQUIRED SITE INFORMATION
Street Address: 7401 E . 4 TH AVE .
Assessor's Tax Parcel Number(s):
Legal Description:
PERMIT DESCRIPTION: CONSTRUCT 24X24X10 POLE BUILDING
P Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Relocation 0 Tenant Improvement ❑ Fire Safety 0 Other
OWNER/APPLICANT INFORMATION
❑ Owner: CLIFF & CHERIL MORTENSON ❑ Applicant:
Phone: 928-8638 Fax: Phone:
Address: 7401 E. 4TH Address:
SPOKANE VALLEY WA 99212
City State Zip Code City
Fax:
State Zip Code
Et Contractor: DON ARNDT CONSTRUCTION ❑ Architect:
Phone: 448-7367 Fax: 448-0583 Phone: Fax:
Address: 3712 S . ALDER CIRCLE Address:
SPOKANE WA 99223
City State Zip Code
City -
WA State Contractor License #: DONARC * 0 9 7M2 Contact: DON ARNDT
State
Zip Code
PERMITIBUILDIhG INFORMATION
HEIGHT TO PEAK:
14'
DI:MEN:SIONS:
24X24
# OF STORIES: 1•
MAIN FLOOR TO SQ. FTG: 5 7 �,t_.
2'�'' FLOOR: SQ. FTG: N/A
UN:FIN BASEMENT SQ. FTG.
N/A
FINISHED BASEMENT SQ. FTG:
N/A
..R° ARAGE SQ. FTG: •
N/A
DECK/COV. PATIO S TG:
OCCUPANCY GROUP: UTILITY
CONSTRUCTION TYPE: POLE
HEAT SOURCE: NONE
# OF BEDROOMS: NONE
TOTAL HABITABLE SPACE: NONE
IMPERVIOUS SURFACE 6:
COST OF PROJECT: $ 8 5 O O
30% SLOPES ON PROPERTY:NO
SEWER OR ON -SITE SEPTIC
SYSTEM? SEWER
MANUFACTURED HOME
Width:
Manufacturer:
Length: Year. Pit Set:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler. # of Heads: Fire Alarm: Paint Booth:
Tent: Fireworks Display: Blasting: Date/Time:
Valuation: Above/Underground Storage Tank Size:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner.
Address:
Phone:
Fax:
City State
Inspector: Phone: Fax:
Address:
Zip
City
State
Zip
SPECIAL INSPECTIONS
❑ BOLTING
Firm Name:
❑ CONCRETE
❑ REINFORCEMENT
Phone: Fax.
Inspector(s):
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 fun 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.
Ownership of resulting development rights granted by any issued permit ijiure to the property owner.
Print Name DON ARNDT Signature
❑ WELDING
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash ❑ Check ❑ Mastercard
❑ VISA
❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
7401 E. 4TH AVE
N
2 0'
5'
ALLEY
f
24'
NEW
SHOP
40'
24'
EXISTING
HOUSE
55'
4TH AVE.
5
5
PLANK r _,EPT. APPROVED
BY:
DAT 5I 2 i np
NOTES FOR FLOOR PLAN
INTERI❑R FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
GABLE WALL POSTS 6' X 6' TYPICAL
DOOR POSTS - 4" X 6" TYPICAL
F❑❑TING DIMENSIONS, B + 1' 8'/ D = 3' 0"
MAXIMUM POST SPACING 12' 0'
PURLINS @ 24' ❑,C,, BEARING OR
J❑IST HANGERS (TYPICAL)
N
z
w
USE 2'X 6' PURLINS
USE 2'X 6' PURLINS
40 PSF LIVE L❑AD
0
z
J
n.
0
00
0
00
SEE
DETAIL
40 PSF LIVE L❑AD
0
i
0
I
(U
SPANS 12' TO 60'
PURLIN C❑NNECTI❑N METHODS'
A). PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STD.
SIMPSON J❑IST HANGERS
OR EQUAL.
B). PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
INT❑ EACH PURLIN.
C), PURLINS MAY BE
LAPPED AND NAILED
W/(3) 16dNAILS,
V
DOUBLE TRUSSES
0
z
CZa
CO>
X--1
tlJ 1+-
cp
ti
w n-
:
-4
0
z ,.y
-4
CCCC I-
0
Co (.5
X�
CU(U
w cw
0
SEE
, DETAIL
3
DOUBLE TRUSSES
SINGLE TRUSS in
PLAN VIEW
NOTES FOR SECTION A -A
Si TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
qgp TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' ❑.C., 10' BAYS
2' X 6' @ 24' O.C., 12' BAYS
DF-L #2 GIRTS FLAT @ 24' O,C,
S4 CONCRETE FOOTING, SEE SCHEDULE
q.ED EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WOODFAST TEKS.
tON CONNECTION METHODS
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
EACH TOP CHORD MEMBER
N.T.S.
SEE
DETAIL
DETAIL
2
SEE FOOTING
DETAIL
BUILDING SECTION A -A
N.T.S.
20' 0' MAXIMUM
I
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N'T's'
S4 HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2" X 6'
0 TREATED 2' X 6" BOTTOM GIRT
0 2" X 10' HEADER
0 2" X 6' GIRTS @ 24" ❑,C., 10' BAYS, DF-L #2
2" X 6" GIRTS @ 24' ❑.C., 12' BAYS, DF-L #2
0 2" X 8' FACIA BARDS
0 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2" X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
R.
DETAIL 1 TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
UNDISTURBED SOIL
'B' DIA.
FOOTING DETAIL
N.T.S.
TREATED POST
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
Si GABLE END TRUSS
0 DOUBLE INTERIOR TRUSSES
0 GABLE END POST
0 2' X 4" BOTTOM CHORD BRACING @ 10' 0" ❑.C,
0 2'_X 3" BLOCK WITH 4 - 10d
NAILS TO BOTTOM CHORD BRACE
N.T.S.
GIRT PLA OR) 2'X 8'
TYPICAL GIRT CONNECTION
GABLE END TRUSS
16d NAILS
2' :X 6' X 18'
BOLTING BLOCK
N.T.S.
8 - 16d NAILS
CORNER POST
- 16d NAILS
2" '' '
BOLTING BLOCK
DETAIL 3
TYP. GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
1.4
NOTES FOR C❑NNECTI❑N DETAIL
Si MANUFACTURED TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
0 PURLIN SUPPORT STRUT 2' X 6' X FULL
DEPTH OF TOP CHORD PLUS PURLIN,
NAIL PURLINS W/(3) 16d NAILS
(JR(N C S3 NAIL STRUT TO TOP CHORD W/(3) 16d
METHOD '" E'cr NAILS EACH SIDE,
S4 MANUFACTURED TRUSS - NAIL TO EACH
SIDE OF POST WITH 4 - 16d NAILS
ON TOP NAILING BLOCK
SS WOOD POST, SEE P❑ST/FO❑TING SCHEDULE.
0 4 - 10d NAILS
0 S❑LID BLOCKING AT C❑NNECTI❑N POINTS,
0 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
0 2' X 6' OR 2' X 8' EAVE GIRT
10 KNEE BRACE, IF REQ'D, SEE POST SCHEDULE
AND DETAIL 2
11 2" X 6' X 24' OR 2' X 8" X 24" BLOCK
CO 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD
1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE
1 - 3/4" 0 MACHINE BOLT THRU BOLTING BLOCK
2 - 3/4" 0 M. BOLT @ BOLTING BLOCK - 24' & 30'
3 - 3/4" 0 M. BOLT @ BOLTING BLOCK - 36' & 40'
4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50'
5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60'
0 4 - 16d NAILS
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
12
N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
4
12
3068 MANDD❑R
OPTIONAL FRONT
12
OPTION
11:=W
ELEVATION
N.T.S.
N.T.S.
❑PENING
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
NOTES FOR OPTIONAL FRONT ELEVATIONS
Si HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' HEADER UP TO 12'-0' DOORS
2' X 12' HEADER UP TO 20'-0' DOORS
2' X 12' BACKED WITH 2' X 6' UP TO 24'-0'
S3 2" X 6" HEADER
S4 4' X 6' DOOR POST - 8' THRU 14'
WALL HEIGHT W/ 2' X 6' FACER.
6' X 6" DOOR POST - 16" & 18'
WALL HEIGHT W/ 2" X 8' FACER,
S5 DOUBLE 2' X 6" KINGPOST
N.T.S.
DETA
L 2
NOTES FOR DETAIL 2- KNEEBRACE
Si TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
0D 2' X 6' KNEE BRACE
S4 WOOD POST, SEE POST/F❑❑TING SCHEDULE
S5 3/4" DIA, BOLT
S6 2' X 6" OR 2' X 8' TRUSS SEAT EACH SIDE
OF POST @ EACH KNEE BRACE CONNECTION
057 NAIL KNEE BRACE TO POST WITH
4 -' 16d NAILS
u. NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
S9 4 l0d NAILS
NOTES'
KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE,
BRACE NOT REQUIRED AT GABLE END TRUSSES.
KNEE BRACE
N.T.S.
OVERHEAD DOOR
OPENING
SLIDING DOOR
❑PENING
NOTES FOR SIDE ELEVATION
S1 2" X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12'
SLIDING DOORS
2" X 8" HEADER FOR 8' & SMALLER
SLIDING DOORS
' ///`\�����'U�''��''��''��
TYPICAL SIDE ELEVATION
TRUSS WEB BRACING
INTERIOR OR GABLE END TRUSSES
NOTES FOR TRUSS WEB BRACING:
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS
THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING.
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
10d NAILS @ 6" O.C. 0d NAILS @ 6" O.C.
1 X 6" OR 2' X 8" " X 4'
L-BRACE L-BRACE
TRUSS WEB MEMBER
SECTION B B
AT INTERIOR TRUSSES
TRUSS WEB MEMBER
SECTION B-B
AT GABLE END TRUSS
- 16d NAILS
6', 8' OR
10' POST
NAILING PATTERN FO
POST LAMINATIONS
NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER
AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
SHEATHING REQUIRMENTS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED'
NE ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
r FIELD SCREWS' 010 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
r EAVE AND RIDGE PURLIN SCREWS' 014 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED'
ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
to FIELD SCREWS' 010 x 1 1/2' 2 9' O.C. (NEXT TO HIGH RIB)
NE BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' #14 x 1 1/2'
2 BOTH SIDES OF EACH MAJOR RIB.
DIAPHRAGM SCREWS
DIAPHRAGM SCREWS AA 9 RRENDWALL BASE GIRT ACROSS
EAVE &LRIDGE PURLINSEON ROOF END TRUSS TOP CHORD,
DIAPHRAGM
HOSE REWSI TYPICAL SCREW PATTERN, EXCEPT AS
STEEL SHEETING SCREW PATT' NS
I EXPIRES 12-29-2007 I
POST/FOOTING SCHEDULE .12' - 24' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA.
"T'
REQUIRED
VOLUME, YD3
10'-0"
8'-0"
6" X6"
18"
3'-0"
NO
0.20
_10'-0"
10'-0"
6" X_6"
18"
3'-0"
NO
0.20
10'-0"
12'-0"
6" X 6"
18"
3'-0"
NO
0.20
1O'-O"
14'-O"
6" X 6" W/2" X 6"
18"
3' -0"
NO
0.20
10'-0'
16'-0"
6" X 8"
20"
3'-0"
NO
0.24
10'-0"
-0 _18'"
6" X 10"
20"
3'-0"
NO
0.24
10'-0"
20'-0"
6" X 10"
21"
3'-0"
NO
0.27
12-0"
8'-0"
6" X 6"
26"
3'-0"
NO
0.29
_12-0"_ _
10'-0"
_
6" X6"
26"
3'-0"
NO
0.29
12-0"
-0
12'"
6" X_6" W/2" X 6"
26"
3'-0"
NO
0.29
12-0"
14'-0"
6" X _6" W/2" X 6"
26"
3'-0"
NO
0.29
12-0"
16'-0"
6"X 8" W/2" X_6"
26"
3'-0"
NO
0.29
12-0"
18'-0"
6" X 8" W/2" X 6"
26"
3'-0"
NO
0.29
12'-0"
20'-0"
6" X 10" W/2" X 6"
26"
3'-2"
NO
0.36
POST/FOOTING
SCHEDULE 30' SPANS,
30 & 40 PSF
UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D .
"B" DIA.
"T'
REQUIRED
VOLUME, YD3
10'-0"
_ 8'-0"
6" X 6"
26"
3'-0"
NO
0.29
10'-0"
10'-0"
6" X 6"
26"
3'-0"
NO
0.29
10'-0"
12'-0"
6" X 6" W/Z' X 6"
26"
3'-0"
NO
0.29
10'-0"
4'-0 1"
6" X 6" W/2" X 6"
26"
3'-0"
NO
0.29
10'-0"
16-0"
6" X_8"
26"
3'-0"
NO
0.36
10'-0"
18'-0"
6" X 8" W/2" X 6"
26"
3'-0"
NO
0.36
10'-0"
20'-0"
_
6" X 8" W2" X 6"
26"
3'-0"
NO
0.36
10'-6"
22'-0"
6" X 10" W/2" X 6"
26"
3'-2"
NO
0.36
10'-0"
24'-O"
6" X 12"
26"
3'-3"
NO
0.38
_12-0"
8'-0"
6" X 6"
28"
3'-0"
NO
0.36
12-0"
10'-0"
6" X 6"
28"
3'-0"
NO
0.36
12-0"
12'-O"
6" X 6" W/2" X 6"
28"
3'-0"
NO
0.36
12-0"
14'-0"
6" X 8"
28"
3'-0"
NO
0.41
12-0"
16'-0"
6" X 8" W/2" X 6"
28"
3'-0"
NO
0.41
12-0"
18'-0"
6" X 10"
28"
3'-0"
NO
0,41
12-0"
20'-0"
6" X 12"
28"
3'-0"
NO
0.41
_12-0"
22'-O"
6" X 12" W/2" X 6"
28"
3'-2"
NO
0.43
12-0"
24'-0"
6" X 12"
28"
3'-6"
NO
0.48
POST/FOOTING
SCHEDULE 36' SPANS,
30 & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H.
w X D
"B" DIA.
"T'
REQUIRED
VOLUME, YD3
10'-0"
_8'-0"
6" X 6"
28"
3'-0"
NO
0.36
_10'-0"
10'-0"
6" X 6"
28"
3'-0"
No
0.36
10'-O"
12'-0"
6" X 6" W/2" X 6"
28"
3'-0"
NO
0.36
10'-O"_
-0 14'"_
6'' X 6" W/2" X 6"_
28"
-0
3'"
NO
0.36
10'4"
16'-0"
6" X 8"
28"
3'-0"
NO
0.41
10'-0"
18'-0"
6"X 8"W/2" X 6"
- -
28"
3'-0"
NO
0.41
10'-0"
20•-0"
6" X 10"
28"
3'-0"
NO
0.41
10'-0"
22'-0"
6" X 10" W/2" X 6"
28"
3'-0"
NO_
0.41
10'-0"
24'-0"
6"-X 10" W/2" X 6"
28"
3'-2"
YES
0.43
_12-0_"_
_8_'-0"
6" X 6"
32"
3'-0"
NO
0.44
10'-0"
6" X 6"
32"
3'-0"
NO
0.44
12.0"
12'-0"
6" X 6" W/2" X 6"
32"
3'-0"
NO
0.44
12-0"
14'-0"
6" X 8"
32"
3'-0"
NO
0.44
12-0"
_16'-0"
6" X 8" W/2" X 6"
32"
3'-0-0"
NO
0.44
12-0"
18'-0"
6" X 10"
32"
3'-0"
NO
0.44
12-0"
20'-0"
-22'-0"
6" X 10" W/2" X 6"
32"
3'-0"
NO
0.44
12-0"
6" X 12"
32"
3'-2"
NO
0.47
12-0"
24'-0"
6" X 12" W/2" X 6"
32"
3'-3"
NO
0.49
POST/FOOTING
SCHEDULE 40' SPANS,
30 & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B' DIA.
"1"
REQUIRED
VOLUME, YD3
10'-0"
8'-0"
6" X 6"
30"
3'-0"
NO
0.41
10'-0"
-------
10'-0"
----- -
6" X 6"
30"
3'-0"
NO
0.41
10'-0"
12'-O"
6" X 6" W/2" X 6"
30"
3'-0"
NO_
0.41
_10'_-0"
14'-0"
6" X 6" W/2" X 6"
30"
3'-0"
NO
0.41
10'-0"
16'-O"
6" X 8"
30"
3'-0"
YES
0.41
_1_0' -0"
6" X 8" W/2" X 6"
30"
3'-0"
NO
0.41
10'-0"
_16'-0"
18'-0"
6" X 8" W/2" X 6"
30"
3'-0"
NO
0.41
10-0
20.0'
6" X 10"
30"
3'471
No
0.41
10' -0"
22'-0"
6" X 10" W/2" X 6"
_30"
3'-0"
NO
0.41
10•-0"
24'-0"
6" X 12"
30"
3'-2"
YES
0.43
12-0"
8'_O"
6" X 6"
33"
3'-0"
NO
0.47
12-0"
10'-0"
6" X 6"
33"
3'-0"
NO
0.47
-12-0"
12'-0"
6" X 6" W/2" X 6"
33"
3'-0"
NO
0.47
12-0"
14'-0"
6" X 8"
33"
3'-0"
NO
0.47
12-0"
16'-0"
6" X 8" W/2" X 6"
33"
3'-0"
NO
0.47
12-0"
18'-0"
6" X 10"
33"
3'-0"
NO
0.47
12'-0"
20'-0' _
6" X 10" W_ _/_ 2" X 6"
33"
3'-0"
NO
0.47
12-0"
_
22'-0"
6" X 12"
33"
3'-2"
_
NO
0.49
2-0 1"
24'0"
6" X 12" W/2" X 6"
33"
3'-2"
NO
0.67
POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H'
W X D
"B" DIA.
"T'
REQUIRED
VOLUME, YD3
10'-0"
8'-0"
6" X 6"
34"
3'-0"
NO
0.66
10.0"
10'-0"
6" X 6"
34"
3'-0"
NO
0.66�
10'-0"
12'-0"
6" X 6" W/2" X 6"
34"
3'-0"
NO
0.66 •
10'-0"
----
14'-0"
-------
6" X 6" W/2" X 6"
34"
3'-O"
NO
0.66
1O'-0"
16'-0"
6" X 8"
34"
3'-0"
YES
0.66
10'-0"
16-0"
6" X 8" W/2" X 6"
34"
3'-0"
NO
0.66
_10'-0"
18'-0"
6" X 8" W/2" X 6"
34"
3'-0"
NO
0.66
10'-0"
20'-0"
6" X 10"
34"
3'-0"
YES
0.66
10'-0"
22'-0"
6" X 10" W/2" X 6"
34"
3'-0"
NO
0.66
10'-0"
24'-0"
6" X 12" W/2" X 6"
34"
3'-O"
YES
0.66
12-0"
8'-0"
6" X 6"
36"
3'-0"
NO
0.62
12-0"
10'-0"
-I2'-0"
6" X 6" W/2" X 6"
36"
3'41"
NO
0.62
_12-0"_
6" X 6" W/Z" X 6"
36"
3'-O"
NO
0.62
12-0"
14'-0"-
6" X 8"
36"
3'-0"
NO
0.62
12-0"
16'-0'
6" X 8" W/2" X 6"
36"
3'-0"
NO
0.62
12-0
18 -O
6" X 10"
36"
3 -O
YES
0.62
12-0"
20'-0"
6" X 10" W/2" X 6"
36"
_
3'-0"
NO
0.62
_12-0"
22'-0"
6" X 12" W/2" X 6"
36"
3'-2"
NO
0.66
12-0"
24'-O"
6" X 12" W/2" X 6"
36"
3'-2"
NO
0.66
POST/FOOTING
SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B' A.
"T'
REQUIRED
VOLUME, YD3
10'-0"
_8'-0"
6" X 6"
36"
3'-O"
NO
0.62
10'-0"
10'-0"
6" X 6"
36"
3'-0"
NO
0.62
_-010'-0"
12'-O"
6" X 6" W/2" X 6"
36"
3'-0"
NO
0.62
_10 "
14'-0"
6" X 8"
36"
3'-O"
NO
0.62
0'-0
_1"
6'-0
1"
6" X 8" W_/2" X 6"
re-X.- -
36"
3'-0"
NO .
0.62
10'-0"
18'-0"
10
36"
3'-0"
NO
0.62
_10'-0"
20'-0"
6" X 10" W/2" X 6"
36"
3'-0"
-
YES
0.62
10'-0"
22'0"
6" X 10" W/2" X 6"
36"
3'-0"
NO
0.62
10'-0"
24'-0"
6" X 12"
36"
3'-2"
YES
0.66
_12.0"
8'-0"
6" X 6"
40"
" 3'-0
NO
0.70
12-0"
10'-0"
6" X 6" W/2" X 6"
40"
3'-0"
NO
0.70
12-0"
12'-0"
6" X 8"
40"
3'-0"
NO
0.70
12-0"
14'-0"
6" X 8" W/2" X.6"
40"
3'-0"
NO
0.70
12-0 ,
16.0' x
,6 XB W/2' X 6��
40..
3 -0
NO
0.70
12-0.'.;
118'-6„
..X'•10..
�
3' 0..
YES
0.70
12-0"
20-0"
6" X 10" W/2" X 6"
40"
3'-0"
NO
0.70
12-0"
22'41"
6" X 12" W/2" X 6"
40"
3'-0"
NO
0.70
12-0
24'-0"
6" X 12" W/2" X 6"
40"
3'-2"
NO
0.73
NOTE:
1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
2" X 6" LAMINATIONS.
2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED
POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT,
ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS.
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"01 X
3'-O" DEEP FOR. WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT,
FOOTINGS SHALL BE 24"0 X 3'-4" DEEP.
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT
CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
WAMBEK,E NGINEERING
2913 E, 61st Court
Spokane, WA 99223
Telephone) 509-443-6186 Faxi 509-448-6582 e-mail. dwambeke8msn,cori
Dante( Wambeke, P. E.
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND AVENUE
SPOKANE, WASHINGTON 99218
BY
DRAWN
WAMBEKE
,REV
BY
DATE
CHECKED
DESCRIPTION OF CHANGE PROJECT 2006
DATE
1-30-06
SCALE' N.T.S,
DRAWING NO.1
ZIEGLER.IBC2003.06
SHEET' 1 OF 1
REV.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SU = ECT
TO FIELD INSPECTION CORRECTIONS
S.10_12Re=
REVIEWED FOR CO E C NIPLIANCE
SPOKANE VALLEY UILDIP G DIVISION
—riot 0
1.