2006, 07-06 Permit App: 06002519 Pole BldgProject Number: 06002519 Inv: 1 Application Date: 7/6/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 30 X 32 SHOP
Contact: THOMPSON, GREG & SHARRON
Address: 13108 E 29TH AVE
C - S - Z: SPOKANE VALLEY, WA 99216-0238
Setbacks: Front Left: Right: Rear:
Phone: (509) 922-4268
Group Name:
Name
Site Information:Project
Plat Key: Name: Range
District: Sout
Parcel Number: 45274.2104 Block:
Lot:
SiteAddress: 13108 E 29TH AVE
Owner: Name: THOMPSON, GREG & SHARRON
Address: 13108 E 29TH AVE
Location:: CSV
SPOKANE VALLEY, WA 99216-02
Zoning: UR -3.5 Urban Residential 3.5
Water District:
Hold: ❑
Area: 10,500 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: 7/6/20066 By: TMELBOU
Landuse/Zoning/HE Conditions I Rel sed
Originally Released: 7/3/2006 By: Cdesimas
Sewer Review
ON SEWER, PER UTILITIES
Originally Released: 7/3/2006 By: amblake
Permits:
Operator: AMB Printed By: AMB Print Date: 7/6/2006
Project Number: 06002519 Inv: I Application Date: 06/28/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 30 X 32 SHOP Contact: THOMPSON, GREG & SHARRON
Address: 13108 E 29TH AVE
C - S - Z: SPOKANE VALLEY, WA 99216-0238
Setbacks: Front Left: Right: Rear: Phone: (509) 922-4268
Group Name:
Site Information Project Name:
Plat Key: Name: Range District: Sout
Parcel Number: 45274.2104 Block: Lot:
SiteAddress: 13108 E 29TH AVE Owner: Name: THOMPSON, GREG & SHARRON
Address: 13108 E 29TH AVE
Location:: CSV SPOKANE VALLEY, WA 99216-02
Zoning: UR -3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 10,500 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Buildine Plan ReviewRE 1PA,.4' tw.: -rv( r
Landusse/Zoningg/HHE/Conditions
d / Released By/; % ✓ ,
Sewer Review
Permits:
- Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 06/28/2006
Project Number: 06002519 Inv: I Application Date: 7/6/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Notes •
Payment Summary ... ......,Nqua�,_
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $388.56 $388.56 $0.00 $388.56
$388.56 $388.56 $0.00 $388.56
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: 7/6/2006
This Application:
Total Project:
Description Grp Tyne
Notes
Sg Ft Valuation
Sg Ft Valuation
POLE BDLG U-1 VB
owner
960 $18,240.00
960 $18,240.00
Totals:
960 $18,240.00
960 $18,240.00
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1
SELECT
$307.25
ACCESSORY PLANS REVIEW
1
SELECT
$76.81
WSBC SURCHARGE
1
SELECT
$4.50
Permit Total Fees:
$388.56
Notes •
Payment Summary ... ......,Nqua�,_
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $388.56 $388.56 $0.00 $388.56
$388.56 $388.56 $0.00 $388.56
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: 7/6/2006
�— rerm:t k URLt:1
SfMane 11707 E Sprag
a oO ,alley Spokane Valle:
Y .� (509)688-0036
Community Development www.spokane�
Residential Construction
Permit Application
e'Ave, ill 10 PERMIT NUMBER: •°
92 ) ; PERMIT FEE:
jl A: 09)6-- 0037
allev.or� JUN 2 7 2006/
D ��� �tructioa AcCessory Bleb
F Addition/Remodel ❑ Deck
Other:
SITE ADDRESS �! 1316>7
ASSESSORS PARCEL NO: '`���'>'�- o'Z / O Y LEGAL DESCRIPTION:i,6!�// t/<c,GJ 7` •� �•8S'
T_
Con-`�tac��'+�rson
Name
Phone:
Describe the scope of work in detail:
Name:
Address: / ) 1
City:
t—" A i'��
Phone: Fax:
Contractor Lic No: Exp Date:
City Business Lic. No:
Cost of Project: $'
Zip:
IL TTO"r U— ,. „lo+o. farr4l-a N/A if not
•. ' 1110 lujuUmur,
HEIGHT TO �PEAK�.
IVA V OX arc a Wv av
DIMENSIONS:
0)"(3 X
OF STORIES:
/
TOTAL HABITA,�21BLE SPACE:
MAIN FLOOR TO SQ.
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG: /V?/1-
it
AREA:
FINISHED BASEMENT
GARA ESQ. FTG:
DECK/COV gI0 SQ. FTG:
30% SLOPES ON
SQ. FTG:
n
PROPERTY:
# OF BEDROOMS:
CO ST UC ON T��
C> ��'
HEAT SOU C :,
/�
SEWER PTIC?
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 properly 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 A
Method of Pay ent:
C] Cash Check ❑ Mastercard
Bankcard #: Expires:
Authorized Signature:
REVISED B/2&20D5
Date 45,- -R,- CD<Z
❑ VISA
VIN#:
11707 E Sprague Ave Suite 106 ♦ Spokane valley WA 99206
509.921.1DDD ♦ Fay 509.921.10DB + dtyhaLLC-spokanevaUey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 118') and label each
Room (including sq. footage of house and garage on plans) Show each
level of eAsting house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22' X 30' attic access location
D 18' X 24' crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
0 Insulation information
AUG -01-06 09:06 AM SHARRON THOMPSON 1 509 9224268 P.01
August 1, 2006
Attention: Tom Melbourn
Re: Greg and Sharron Thompson pole building permit
Hi Tom,
As per our telephone conversation this morning, please find attached an addendum to our
pole building.
I am sending you a copy of the original site drawing and a copy of the changes,
The only change would be to the length..... instead of 32 feet long it would be 34 feet
long, which would decrease the new concrete to 21 feet instead of 23 feet,
I will be home all day if you would like to call me at 922-4268.
Please let me know if this would be okay to do.
Sincerely,
II_)k !t �L,l a jv Sin t'r.)
Sharron Thompson
_ _Zi4
AUG 01 2006 10:02 PAGE -01
AUG -01-06 09:07 AM SHARRON THOMPSON
- /L cry GU's -u L c(. & t&
acCcC�n�Ccc.�-n,1r &zuC.rl.y .7�
tk (— &�7' a
•+Y. �•4`A�'w.7V�._1 �J...�.rwiF_lwR.'�.�MYIY _11�'
1 509 9224268 P.03
�Yl HCl J'�
' -A /4:`77 X2� ;p4r s'ecA it c: � 0
AUG 01 2006 10:02 PAGE.03
AUG -01-06 09:06 AM SHARRON THOMPSON
Jk o, -
C.
1 509 9224268 P.02
i
V
64�114� .
AUG 01 2006 10:02
PAGE. 02
G
A,4j I -''1---
/V c--h-j
2-
2 r1 6 C-`� �•y"v
06 07' '4 AM SHARRON THOMPSON 1509 9y
224268 P.02
JUL 03 2006 09:30
��,000 .
I
I
PAGE. 02
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o//
_
�- x /,*5 -/ / ;N(F
iq op 11'x'
s
w
70-
-3d)Cf,
;:57r. 711
NOTES FOR FLOOR PLAN
�1 INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
(2 GABLE WALL POSTS - 6' X 6' TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FOOTING DIMENSIONS, B + V 8'1 D = 3' 0'
MAXIMUM POST SPACING 12' 0'
(3 PURLINS @ 24' O.C„ BEARING OR
JOIST HANGERS (TYPICAL)
PURLIN CONNECTION METHODS,
A). PURLINS MAY BE HUNG S1
OFF THE TRUSS TOP CHORD S8
FACES W/ STD,
SIMPSON JOIST HANGERS
OR EQUAL,
B), PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS S7
INT❑ EACH PURLIN,
C), PURLINS MAY BE S8
LAPPED ANDNAILED
W/(3) 16cINAILS, S2 2' k
SPANS 12' TO 60'
ON CONNECTION METHODS
'B' AND 'C', TOENAIL
BACK SIDE ❑F PURLIN
DOUBLE TRUSSES W/(1) 16d NAIL INT❑
- , - EACH TOP CHORD MEMBER
DOUBLE
SINGLE TRUSS
.199
12
4
PLAN VIEW
N.T.S.
Z
f
N
z
N
0
z
J
a
a
w'
SI TYPICAL PURLIN, SEE FLOOR
J 13
Q -JJ
J C3
JQ
DEPTH OF TOP CHORD PLUS PURLIN.
j -J
>
Q
aY
>❑
Z �
o w
o w
a--J
,o
z
`D oZO
p =
DF -L #2 GIRTS FLAT @ 24' D.C.
I
J
X o
J`o
x I
m1
CON
!n
N � u
xJ
S5 EXTEND POST TO TOP OF PURLIN
�J
W
W
(U w
OIyN
Li (Lw
CL
w a
S8
WALLS FASTENED TO
2' X 6' KINGPOST
0
GIRTS WITH V LING
S3
10
WOODFAST TEKS,
26"
26'_
26'
:
AND DETAIL 2
NO
11
to U
8'-0"
- -
10'-0"
- 12'-0"
14,-0.r
16'-0"
18'-0"
-
20'-0"
22'-0"
-
24'-0"
6" X 6"
6" X 6"
6" X 6•• W/2" X 6"
6,, X 8 ,, - -.. -
s" x B" wrr• x s"
6" X 10"
6" X 12"
8" X 12' W/2" X 6„
------
6" X 12"
1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD
Z ,U-,
.. OL
z ,U-,
d
z 0-
--
NO
J }
J }
J}
-
NO
0_ I
a.CL
I
3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 4
0 L)
lD U
C.1
0
0
0 0
�o
W
4 - 16d NAILS
(11 `-
X V
REQUIRED
((U ,`,t
.`N-,
N N
6" X 6"
6'• X 6"
6" X 6" W/T' X 6"
-- --
6" X 6" W/2" X 6"
6" X B'W/2' X W
-
6" X 10"
--
6" X 10" W/2" X 6"
- - --- -
6" X 10" W/2" X 6"
N
(11
NO
NO
28'
_0.36
0.36
0.36
-0.36
----
28"
-
28"
-NO-
NO
-
NO
.36
0.36--
_ 0.41 _
0.41 _
-
0.41 _
0.41 _
0.43
__ 28" _
- 28"
-
28"
28"
-28"-
- -
28"
PURLIN CONNECTION METHODS,
A). PURLINS MAY BE HUNG S1
OFF THE TRUSS TOP CHORD S8
FACES W/ STD,
SIMPSON JOIST HANGERS
OR EQUAL,
B), PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS S7
INT❑ EACH PURLIN,
C), PURLINS MAY BE S8
LAPPED ANDNAILED
W/(3) 16cINAILS, S2 2' k
SPANS 12' TO 60'
ON CONNECTION METHODS
'B' AND 'C', TOENAIL
BACK SIDE ❑F PURLIN
DOUBLE TRUSSES W/(1) 16d NAIL INT❑
- , - EACH TOP CHORD MEMBER
DOUBLE
SINGLE TRUSS
.199
12
4
PLAN VIEW
N.T.S.
B -J
BUILDING SECTION A -A
N,T,S,
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N.T.S.
Sg HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
S6 TREATED 2' X 6' BOTTOM GIRT
S2 2' X 10' HEADER
S3 2' X 6' GIRTS @ 24' D,C., 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' ❑,C„ 12' BAYS, DF -L #2
S4 2' X 8' FACIA BOARDS
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
NgICIN`
G
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR FOOTING DETAIL
S1 TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE ❑R ROD CONCRETE TO OBTAIN
FULL BEARING
() UNDISTURBED SOIL
1=
FOOTING DETAIL
NT.S.
TREATED POST
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
S1 GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 GABLE END POST
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' D.C.
SS 2' X 3' BLOCK WITH 4 - 10d
NAILS TO BOTTOM CHORD BRACE
4 - 16d GALV, NAILS
EACH GIRT
2' X 6' OR 2' X 8'
GIRT <FLAT)
TYPICAL GIRT CONNECTION
8 - 16d NAILS
GABLE END TRUSS
o a
2' X 6' X 18'
BOLTING BLOC
2' X 6' X 18'
BOLTING BLOC
- 16d NAI
"
„ �-- CORNER POST
DETAIL 3
11 I I r IP;i
Z
f
LL1 JU.1
;S1
MANUFACTURED TRUSS TOP CHORDS
J
NOTES FOR SECTION A -A
TRUSS DESIGN BY TRUSS MANUFACTURER
w'
SI TYPICAL PURLIN, SEE FLOOR
PURLIN SUPPORT STRUT 2' X 6' X FULL
0
PLAN FOR SIZE
DEPTH OF TOP CHORD PLUS PURLIN.
Ld
S2 TRUSS DESIGN BY OTHERS
NAIL PURLINS W/(3) 16d NAILS
Z �
S3 2' X 6' @ 24' D.C., 10' BAYS
NAIL STRUT TO TOP CHORD W/(3) 16d
"ra
2- X 6' @ 24' O.C„ 12' BAYS
=
p =
DF -L #2 GIRTS FLAT @ 24' D.C.
6'
o L)
S4 CONCRETE FOOTING, SEE SCHEDULE
SCHEDULE 30'
N
ON TOP NAILING BLOCK
=�
SS
S5 EXTEND POST TO TOP OF PURLIN
�J
W
W
ROOF FASTENED TO PURLINS WITH
OIyN
11)
1 1/2' LONG WOODFAST TEKS,
f
8' CTI�N
S8
WALLS FASTENED TO
2' X 6' KINGPOST
0
GIRTS WITH V LING
S3
10
WOODFAST TEKS,
26"
26'_
26'
:
AND DETAIL 2
B -J
BUILDING SECTION A -A
N,T,S,
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N.T.S.
Sg HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2' X 6'
S6 TREATED 2' X 6' BOTTOM GIRT
S2 2' X 10' HEADER
S3 2' X 6' GIRTS @ 24' D,C., 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' ❑,C„ 12' BAYS, DF -L #2
S4 2' X 8' FACIA BOARDS
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6' BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
NgICIN`
G
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR FOOTING DETAIL
S1 TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE ❑R ROD CONCRETE TO OBTAIN
FULL BEARING
() UNDISTURBED SOIL
1=
FOOTING DETAIL
NT.S.
TREATED POST
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
S1 GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 GABLE END POST
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' D.C.
SS 2' X 3' BLOCK WITH 4 - 10d
NAILS TO BOTTOM CHORD BRACE
4 - 16d GALV, NAILS
EACH GIRT
2' X 6' OR 2' X 8'
GIRT <FLAT)
TYPICAL GIRT CONNECTION
8 - 16d NAILS
GABLE END TRUSS
o a
2' X 6' X 18'
BOLTING BLOC
2' X 6' X 18'
BOLTING BLOC
- 16d NAI
"
„ �-- CORNER POST
DETAIL 3
11 I I r IP;i
_ (.� INIJ I LJ r UR 1.L11VIVLl. 11LIIV LL I h11L
LL1 JU.1
;S1
MANUFACTURED TRUSS TOP CHORDS
ID, 2006
�
TRUSS DESIGN BY TRUSS MANUFACTURER
w'
S2
PURLIN SUPPORT STRUT 2' X 6' X FULL
/"��'
1 ��
HEADER UP
DEPTH OF TOP CHORD PLUS PURLIN.
0.20
0.24
2' X
NAIL PURLINS W/(3) 16d NAILS
P�R�IN
S3
O
NAIL STRUT TO TOP CHORD W/(3) 16d
M£rNp pNNfcr
IaN
NAILS EACH SIDE,
A'
9
MANUFACTURED TRUSS - NAIL TO EACH
6'
DOOR POST
SIDE OF POST WITH 4 - 16d NAILS
SCHEDULE 30'
WALL
ON TOP NAILING BLOCK
=�
SS
WOOD POST, SEE POST/FOOTING SCHEDULE.
�J
S6
4 - 10d NAILS
OIyN
S7
SOLID BLOCKING AT CONNECTION POINTS.
f
8' CTI�N
S8
TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
2' X 6' KINGPOST
0
2' X 6' OR 2' X 8' EAVE GIRT
S3
10
KNEE BRACE, IF REQ'D, SEE POST SCHEDULE
26"
26'_
26'
_0.36_
-0.36-
_0.36_
0.38
AND DETAIL 2
NO
11
2' X 6' X 24' OR 2' X 8' X 24' BLOCK
8'-0"
- -
10'-0"
- 12'-0"
14,-0.r
16'-0"
18'-0"
-
20'-0"
22'-0"
-
24'-0"
6" X 6"
6" X 6"
6" X 6•• W/2" X 6"
6,, X 8 ,, - -.. -
s" x B" wrr• x s"
6" X 10"
6" X 12"
8" X 12' W/2" X 6„
------
6" X 12"
1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD
3'-0"
-
3'-0"
-0
- 3'"
" _-
T 3' -O-0
3'-0"
-
3'-0"
-3•-2'-
NO
1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE
--
NO
_0.30_
0.36
--.41 -
__ _
0"
_ 0.41 _
� 0.41
0.41
-0.43
-
1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK
_
- NO _
NO
-
NO
2 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' & 3
POST/FOOTING SCHEDULE 36•
SPANS, 30 $ 40 PSF
3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 4
POST
4 - 3/4' 0 M, BOLT @ BOLTING BLOCK - 50'
FOOTING
KNEEBRACE
5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60'
SPACING
®1
4 - 16d NAILS
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N,T,S.
OPTIONAL FRONT ELEVATION
N.T.S.
- 16d NAILS
TYP, GABLE END
TRUSS CONNECTI❑N
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S,
NOTES FOR OPTIONAL FRONT ELEVATIONS
S1
HALF
TRUSS DESIGN
BY OTHERS
S2
2' X
10'
HEADER UP
TO 12'-0' DOORS
CONCRETE
VOLUME,
_0.20
2' X
12'
HEADER UP
TO 20'-0' DOORS
0.20
0.24
2' X
12'
BACKED WITH 2' X 6' UP TO 24'-0'
S3
2' X
6'
HEADER
26"
26"
S4
4' X
6'
DOOR POST
- 8' THRU 14'
SCHEDULE 30'
WALL
HEIGHT W/ 2'
X 6' FACER,
POST
6' X
6'
DOOR POST
- 16' & 18'
SPACING
_10'-0"
10'-0"_
-10.-V
10'-0"
-10'-V
- -
10'-0"
- ---.
10'-0"
10'-0"
-10--V-
10'-0"
WALL
HEIGHT W/ 2'
X 8' FACER.
SS
DOUBLE
2' X 6' KINGPOST
G
DETAIL 2 - KNEE BRACE
NOTES FOR DETAIL 2- KNEEBRACE
SI TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' KNEE BRACE
S4 WOOD POST, SEE POST/FOOTING SCHEDULE
S5 3/4' DIA, BOLT
S6 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE
OF POST @ EACH KNEE BRACE CONNECTION
S7 NAIL KNEE BRACE TO POST WITH
4 - 16d NAILS
S8 NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
S9 4 - 10d NAILS
NOTES,
KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FO❑TING SCHEDULE,
BRACE NOT REQUIRED AT GABLE END TRUSSES.
TYPICAL SIDE ELEVATION
TES FOR SIDE ELEVATION
)2' X 8' HEADER
2' X 10' HEADER FOR 10' & 12'
SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER
SLIDING DOORS
TRUSS WEB BRACING
!NTERIOR 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' D.C. Od NAILS @ 6' D.C.
' X 6' OR 2' X 8' X 4'
L -BRACE L -BRACE
TRUSS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B SECTION B -B
AT INTERIOR TRUSSES AT GABLE END TRUSS
1'
2 - 16d NAILS
III
" 6', 8' OR
N II
III 10' POST
NOTE: POSGT �LAMINATMINATE MUST BIIONSE A TED MEMBER
AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
• ROOF STEEL, 29 GAUGE GRAND -RIB 111, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS, #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
• EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDI
• ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALE
• FIELD SCREWS, #10 x 1 1/2' @ 9' D.C. (NEXT TO HIGH RIB)
■ BASE GIRT, END TRUSS, AND DOER HEADER SCREWS, 414 x 1 1/2'
@ BOTH SIDES OF EACH MAJOR RIB.
'^IDI^APHRAGM SCREWS
`E -
DIAPHRAGM SCREWS @RRENOWALL BASE GIRT ACROSS
ENDWALLDOOR
PIRLINS It RDF ENO TRUSS TOP CHORD,
DIAPHRAGM SCREWS, TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
I EXPIRES 12-2J-200%
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 X12 TREATEI
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"0 X
3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT
FOOTINGS SHALL BE 24"0 X V-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
rw urw unu al.ntUULI: 7Z' - 24' SPANS, 30 $ 40 PSF LIVE LOAD
POST
SPACING
_10-0'
_10-w
10'-0"
10"0"
- 10'-0"
_ 12-0"
_12-0"
12.0"
-
12.0"_
-12-0
12'-0"
"H'
8.41.6_X6"
10'-0
-
14'-0"
-
16'-0"
18'-0"
-20'•0,•-
8'-0"
10'-0"
12'-0"
14'-0"
_16'-0
18'-U'-6
20'-0
COLUMN
W X D
6- X 6"
6 X6" -
6" X 6" W/T' X 6"
- -
6" X B"
8" X 10"
8" X 10"
6"X6"
G" X 6"
6" X 6" Wl2" X 6"
- -
6" X 6" W!2' X 8"
6 X 8" W/T X g
X 8" W/2 X 6
6" IW'X 10" VVIV X
FOOTING
"6' DIA.
18"
18"
18"
-- ----
20"
20"
-- - --
21"
_ _26"
26"
26"
-- --
26"
26"
"T'
3'-0 "
T -O"
----o6
3'-0"
3•-0"
-
T -O"
3' -0"
3'-0"
-T-W-NO
3'-0"
31-0
-3'-V-NO
3'-2
KNEEBRACE
REQUIRED
NO
CONCRETE
VOLUME,
_0.20
NO_
0.20
'2D-"VW
NO
0.20
0.24
--
NO
- NO
-0.24_
- - --
NO
-NO __
--
0.27
__ 0.29_
_0.29
_0.29
_0.29_
0.29
_NO
NO
NO
26"
26"
_
__0.29_
0.36
_
NO
POST/FOOTING
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND AVENUE
SPOKANE, WASHINGTON 99218
SCHEDULE 30'
SPANS, 30 $ 40
PSF LIVE LOAD
POST
COLUMN
FOOTNG
KNEE BRACECONCRETE
SPACING
_10'-0"
10'-0"_
-10.-V
10'-0"
-10'-V
- -
10'-0"
- ---.
10'-0"
10'-0"
-10--V-
10'-0"
"H'•
B'-0"
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
- 22'-0"
24'-0"
W X D
6" X 6"
6" X 6"
6" X 6" W/T' X 6"
6"X6"W_/2"X_6_"__Y6'
- - _ -
6" X 8"
- -
6" X 8.1-m- -xs-
6" X 10" VJ1X' X 6"
6" X 12'
"B' DIA.
26"
26"_
_26"_
-
26"
"T'
T-0"
3'-0"
_3'-0"
3'-0"
- -
3'-0"
3'-0"
_3'-2"
3'-3"
REQUIRED
NO
NO
VOLUME,
_0.29
0.29
NO
-0.29-
--NO___
NO
NO
_0.29
- 0.36
0.36
26"
26'_
26'
_0.36_
-0.36-
_0.36_
0.38
NO
NO
NO
12-0"
-
12-0"
12.0"
--12-W
__
_
12-0"
12-0"
- -
12-0"
- -
12-0"
-- --,
12-0"
8'-0"
- -
10'-0"
- 12'-0"
14,-0.r
16'-0"
18'-0"
-
20'-0"
22'-0"
-
24'-0"
6" X 6"
6" X 6"
6" X 6•• W/2" X 6"
6,, X 8 ,, - -.. -
s" x B" wrr• x s"
6" X 10"
6" X 12"
8" X 12' W/2" X 6„
------
6" X 12"
28"
--
- 28"
2g'_
28"
_ 28"
28"
- --
28"
-28,�
--------
3'-0"
-
3'-0"
-0
- 3'"
" _-
T 3' -O-0
3'-0"
-
3'-0"
-3•-2'-
NO
0.36
--
NO
_0.30_
0.36
--.41 -
__ _
0"
_ 0.41 _
� 0.41
0.41
-0.43
-
_
NO
-NO ---
_
- NO _
NO
-
NO
NO
POST/FOOTING SCHEDULE 36•
SPANS, 30 $ 40 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEEBRACE
CONCRETE
SPACING
"H'
W X D
• Er' DIA.
•'T'
REQUIRED
VOLUME,
10'-01'
10'-0"
- - -
- -
70'-0"
-10'-0"
_
10'-0" -
- -
10'-0"
-
- . - -
10'-0"
_ 81-0"
IV-V
-
12'-0"
14'-0"
18'-0"
-
20'-0"
22'-0"
24'-0"
6" X 6"
6'• X 6"
6" X 6" W/T' X 6"
-- --
6" X 6" W/2" X 6"
6" X B'W/2' X W
-
6" X 10"
--
6" X 10" W/2" X 6"
- - --- -
6" X 10" W/2" X 6"
28"_
_ X -O"
T-
--
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
- -
3'•2"
NO
NO
28'
_0.36
0.36
0.36
-0.36
----
28"
-
28"
-NO-
NO
-
NO
.36
0.36--
_ 0.41 _
0.41 _
-
0.41 _
0.41 _
0.43
__ 28" _
- 28"
-
28"
28"
-28"-
- -
28"
NO
NO
--
NO
__
NO
YES
12.0"
--
_12-0"
_72.0"
- --
_ 12-0"
-12-0"
12-0"
12.0"
12-0"
12-0"
8'-0"
-
10'-0"
- IT -O"
-
14'-0"
16'-0"
16-0"
20'-0"
22'-0"
24'-0"
6"_X 6"
6" X 6"
6•' X 6" W!2" X 6"
--
6" X 8"
6" X B" W/2' X 6"
6" X 10"
6" X 10" W/2" X 6"32"
6" X 12'
6" X 12' W/2" X 6"
32"
32"
T -O"
_3'-0"
3--&_
3'-0"
3'-0"
3'-0"
3'-0"
-3'-2"
3'-3"
NO
NO
0.44
_0.44
0.44
0.44
0.44
_
32"
3V-
_
32'
32"
_32'_
32'_
_
NO
NO
NO
NO
0.44
0.44
-_0.47_
NO
NCI--
-N66
0.49
POSTIFOOTING
SCHEDULE 40' SPANS,
30 $ 40 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
'-Fr,
W X D
"B" DIA.
I
RED
VOLUME, YDI
_IV -O"
-
-1V-V'
10'-0"
10'-0"
----
10'-0"
10'-0"
- -
10'-0"
10'-0"
10'-W' -
8'-0"
10•-V
12'-0"
14'-0"
i6'-0„_
20'-0"
2
22'-0"
24'-0"
6"X6"
6•' X 6"
6" X 6" W12• X 6•'
6" X 6" W/2' X 6"
6" X 8"
- ---T-------
6" X 8" W/2"_X__ 6"
6•' X IV' - --
6" X 10" W!2" X 6"
-
8" X 12'
30"T
30"
-30'_
30"
-O"_
-T -O"
3'-0"
3'4"
NO
-140-0.41
0.41
-0.4f-
_0.41
0.41
NO
NO
_30:,_
3'-0„_
3'-0"
T -O"
3'-0"
-
3'•2"
YES
-0.41
30"_
30"
30"
- -
30"
NO
NO
_ _ 0.47_
-0.41
NO
-0.41-
0,43
-
YES
72-0"
12-0"
12-0"_
12.0"
- -
12-0"
-12-W
12-0"
- -
12.0"
12-0„ -
12-0"
8'-0"
10'-0"
14'-0"
i6'-0"
-
18'-0"
20'-0"
22'-0"
-24,•0"
6" X 6"
6" X 6"
X 6"-W/2" ___ X_ r
6" X 8"
6" X 8" W/2" X 8"
-- - ------------
6" X 10"
-
6" X 10" W/2" X 6"
S" X 12• - - -
5"-X 12" W!Y' X v
33"
-33"-- --
-
_33'
33"
- --
33"
33"
-
YZ7
----
3'-0"
_3'-0"_
3'-0"
3'-0" -
3'-0"
-
3'-0"
y:-2,.
NO
0.47
------
NO
-
_0.47
_0.47
0.47
NO_
NO
--
NO
0.47
0.47
NO
-
33"
33':-
NO
0.47
---D .o
-�-,--
3V
-3'--2-'
NO
0.67
POST/FOOTING
SCHEDULE 48• TO 62' SPANS,
30 $ 40 PSF LIVE
LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"K'
W X D
"B' DIA.
"T
RMU -RED
VOLUME,
10'-0"
10'-0'_
10'4"
10'4"
- -
_ 70'-0" _
101-0"
10'-0" -
_ _ _
70'-0"
-10•-0"
_ 8'A"
10'-0"
12'-0"
16'4"
i6'-0"
18'-0•'
20',0"
22'-0"
24'-0"-
6" X 6"_
6" X 6"
6" X 6'• Wiz•• x 6'•
6" X 6" W/2' X 6"
8" X 8"
-- -
6" X 8" W/Z" X 6"
6•' X B" W12" X 6"
6" X 10" - - -
6" X 10" W/2" X 6"
G' X 12"W/2" R 6:r
- 34" _
34"
34'
34"
34"
- ---
34"
34"-
- -
34'•
34'
-34•-
_ T -O"_
T -O"
3,-V
3'-0"
-
3'-0"
----
3'-0"
3'-0"
-
T -O"
3'-0"
T -O"
_ NO
NO
_0.66
0.60_
NO
_
0.66_
NO
0.66
. � 6-
0.66
-
0.66
0.66
-a.66--
0.66
-
YES
--
NO
NCI --
-YES-
NO
YE
_S 0.66
12-0"
-
12.0"-
12.0'_
12-0"
_-- _-
_12.0"
12-V'
-12-9'-
-
12-0"
8'-0"
-10'-0 -
_ "
12'-0"
_
16'-0"
_ 16'-0"
20'-0"
22'-0"
-
24'-0"
6•' X 6"
6" X 6" W/2" X 6"
6" X 6" W/2' X 6"
6" X 8"
6.'X 8" W/2" X 6"
- -- - -
8" X 10"
6" X 10" W/2•' X 6"
6" X 12" W/2" X 6"
' - --'--_
6" X 12" Wl2" X 6"
36"
-----0--NO
-36"
36'
36"
36'_
-36„_ -_T-O"
36"
36"
36"
3'-0•'
_3'- "
NO
0.62
--
NO
NO
3'-0"
_3'-0"
T -V l
3'-0"
3'•2"
3'-2"
_0.82-
0.62
0.62
0.62
-� -
0.62
_ -0.62-
� 0.66_
NO
____YES
_ NO __ _
NO -
NO
0.66
POST/FOOTING
SCHEDULE 64' 0 60' SPANS,
30 $ 40 PSF LIVE
LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
..H'
W X D
"B" DIA.
"T'
REQUIRED
VOLUME, YDI
10'-0"_
10'-0"
10'-0"
10•-0"
10'-0"_
10'-0•'
- IV -O"
8'-0" 6"
-0
10'" 6"
12'4• 6"
14'-0"_ 6"
16'-0" 6"
20'-0" 8"
22'-0" 6•'
24'-0" 6•'
X 6"
X 6.,
X 6"-W/2- ____ _X_6_"
X B"
X e" Wl2•' X 6•'
X 10" W/2" X 6"
X 10" W12" X 6"
X 12: - - - - _
36"
T -O"
3'-0"
-W
T -O"
3'-
3'-0"
3'-0"
T -O"
3'•2"
NO
_0.62_
0.62
36"
_36" _T
36"_
36'
36
_ 36"
36" -
36" -
_
NO
NO
_
_0.62
_
NO
NO
_0.62
0.62
0.62_
__YEE S
NO
_
_ 0.82_
0.62
-- 0.66
YES
12-0••
--
12-0"
- -
12-0"
124"
-
12-0"
12-0"
--12-0"
-12-0"
8'-0" 6•,
-
10'-0" 6"
12-0" 6"
14'-0" 6•'
16'-0" 6"
20'-0" 6"
22-0" 6"
24',0" 6"
X 6,:
-
X 6" W/2' X 6"
-----
X 8"
X 8" W!2" X 6"
- -
X 8" Wl2" X 6"
X 10" W12" X 6"
X 12"W/2" X V'
X 12' W/2" X 6•' --40"
40"
40'
-
40" _
40"
-- -
40"
3'-0"
T- _
3'-0"
T -O"
3'-0"
3'-0" -
3'-0"-
S'•2" --
NO
_0.70
_ 0.70_
0.70
-0.70
-6.70-
-
0.70 _
0.70
0.73
NO
__0.70
NO
NO
-
NO -
- -
NO
- -- NO -- -_-
-- NO - -
4V- -
- 40"-
-
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 X12 TREATEI
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"0 X
3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT
FOOTINGS SHALL BE 24"0 X V-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
.,eIln A 4 .
WAMBEKE ENGINEERING
E.Danlel Wambeke P. E. S9ok ne61WA Court99223
Telephone, 509-443-6186 Fax, 509-446-6582 a -mall dwambeke@msn,com
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 DATE
DRAWNAMBEKE 1-30-06
CHECKE➢
I DRAWING NO,,
ZIEGLER.IBC2003.06
REV.
EV
BY
DATEj
DESCRIPTION OF CHANGE
PROJECT 1 2006 1 SCALE, NT.S,
ISHEET, 1 OF I
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 VyLLEY ',UK., NG DIVISION