2006, 05-31 Permit App 06002047 Pole BldgProject Number: 06002047 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 30 x 48 POLE BUILDING,
Setbacks: Front
Site Information:
Left: Right: Rear:
Date: 5/31/2006 Page 1 of 2
Contact: THEW, Kerry
Address: 17705 E BROADWAY AVE
C - S - Z: SPOKANE VALLEY, WA 99016
Phone: (509) 928-1944
Group Name:
Project Name:
Plat Key: 000500 Name: CORBIN ADD TO GREENACRES District:
Parcel Number: 55182.3155 Block:
SiteAddress: 17705 E BROADWAY AVE
Location:: CSV
Zoning: UNK
Water District:
Lot:
Owner: Name: THEW, Kerry
Address: 17705 E BROADWAY AVE
SPOKANE VALLEY, WA 99016
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Originally Released: 5/30/2006 By: TMELBOU
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits:
Originally Released: 5/31/2006 By: cjjanssen
[ Released By:
Per Health Dept approval
Originally Released: 5/31/2006 By: amblake
Operator: AMB Printed By: AMR
Print Date: 5/31/2006
Project Number: 06002047 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Description Grp Type Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summary:
Permit Type
Building Permit
Building Permit
Date: 5/31/2006
Page 2 of 2
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
1,440 $27,360.00 1,440 $27,360.00
Totals: 1,440 $27,360.00 1,440 $27,360.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount Invoice Amount
$531.44
$531.44
Fee Amount
$421.55
$105.39
$4.50
Amount Paid
$0.00
$531.44
Amount Owing
$531.44
$531.44 $531.44
$0.00 $531.44
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: 5/31/2006
05/31/2006 1 � 1 12 0932441567
SRHD EHS
Project Nt ether: 06002017 Inv: 2
Application
THIS IS NOT A PERMwo
Penalties will be assessed for commencing work without a permit
Pro : r °rma
Permit i. s :: 30 x 4s POL
WELDING,
Left: Right: Rear:
Sett sck;; Front
G
PAGE 01
TO 3241567 P.01/23
Date: 05/30/2006 Page 101 a
Contact:
Address:
C -S -Z:
Phone:
Group Name:
Project Name:
THEW, Kerry
17705 E BROADWAY AVE
SPOKANE VALLEY, WA 99016
(509) 918-1944
Siagerm ox:
Plat key: 000500 Name: CORBIN ADD TO GREEN/ACRES District
---- — —, —•
Hlockt
F a oe1 Number: 55182.3155 Name: THEW, Kerry
SiteAddrese: 17705 E BROADWAY AVE Owner:AName:
17705 E BROADWAY AVE
SPOKA NE VALLEY, WA 99016
Location:: CSV
Zoning: UNK
Water District. Right �ft1 0
Area: .00 Acres
Width:0 Depth: 0
Nbr of Bldgs. 1 Nbr of Dwellings: 1
�gy[gn;In °
Building Plan Review
snminimeseselmnisenPeneeeenSISINIMEN
teenduse/Zoning/HE Conditions
Sewer Review
Hold;
Perm s: rossentansaseasessni
Budding Permit - — — —
C4 11tractor: OWNER
Operator: AMB Printed By: AMB
Firm: OWNER
Phone: (000) 000-0000
Print Date: 05/30/2006
MAY 71 2006 14:09
5093241567 PAGE.01
Project Number: 06002047 Inv: 1
Application Date: 05/30/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 30 x 48 POLE BUILDING,
Setbacks: Front
Site Information:
Plat Key: 000500 Name: CORBIN ADD TO GREENACRES
Left: Right: Rear:
Contact: THEW, Kerry
Address: 17705 E BROADWAY AVE
C - S - Z: SPOKANE VALLEY, WA 99016
Phone: (509) 928-1944
Group Name:
Project Name:
District:
Parcel Number: 55182.3155
Block:
SiteAddress: 17705 E BROADWAY AVE
Location:: CSV
Zoning: UNK
Water District:
Area: .00 Acres
Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Lot:
Owner: Name: THEW, Kerry
Address: 17705 E BROADWAY AVE
SPOKANE VALLEY, WA 99016
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Released By: %74,4- d ty 6
Landuse/Zoning/HE Conditions
Sewer Review
Permits:
Released By:
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 05/30/2006
Permit Center
S U ane 11707 E Sprague Ave, Suite 106
j ]alley Spokane Valley, WA *06; l _ � W,/ E
1 1 (509)688-0036 FAX: ( 91688-0037
Community Development www.spokanevallev.or2 I t
MAY 2 IL__
Av4 mtripn ,❑ Accessory Bldg
ddition/Remodel ❑ Deck
❑ Other:
Residential Construction
Permit Application
PERMIT NUMBER:A( 7...]
PERMIT FEE:
SITE ADDRESS E17705 aeeA ice' SP0 KA-k1€ 0464
tL'�3bf(o
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Bail
Dwner
Name: / e2i
Address:77D� Bed,4D44y
City: SPvk 4AJE 1/Ale/
State: 1444. Zip:9%y
Phone: 92 S- 15,y t 1 Fax:
ontactelrson.
Name: ,&rr/ Q," 4 d .7Zi c'J
Phone: 918/ % re,/ Z6P./" jY y
Describe the scope of work in detail:
A.O.
Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No: Exp Date:
City Business Lic. No:
Cost of Project: $ / Doo. '
Pc f&ui41J/4/ 3b x "/?' /41 'T.44-c. TD :4 :5 /9 / 4
**************The followin MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
/9 '
DIMENSIONS:
30 ; X 4c'
# OF STORIES:
/
TOTAL HABITABLE SPACE:
Nqo
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG:
/
UNFIN BASEMENT SQ. FTG:
NA
IMPERVIOUS SURFACE
AREA:
FINISHED BAS MENT
SQ. FTG: � �
GARAGE SQ. FTG:
DECK/C V. PATIO SQ. FTG:
N �9-
30% SLOPES ON
PROPERTY:
# OF BEDRO S:
CONSTRUCTION TYPE:
/ Buic, r,(J
HEAT URCE:
Ni4
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 beprocessed.
Signatur
Method ofPay rhent:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
J2'Check ❑ Mastercard
Expires:
❑ VISA
VIN#:
Spanacatie
Vey
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1DDD ♦ Fax 509.921.100E ♦ cityhall&spokanevaltey.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 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing 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
0 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
❑ Furnace and hot water heater location.
. ❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
PT. APPRO
LJ
PLANNING
BY*
DATE:
E / 77o5.-
EELccA ..._.
-7l s +y.
{C L
0
0o
0
0o
NOTES FOR FLOOR PLAN
INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
0 GABLE WALL POSTS - 6" X 6' TYPICAL
DOOR POSTS - 4" X 6" TYPICAL
FOOTING DIMENSIONS, B + 1' 8'J D = 3' 0"
MAXIMUM POST SPACING 12' 0"
PURLINS @ 24' ❑,C., BEARING OR
JOIST HANGERS (TYPICAL)
0
z
J
ce
0
Zo
x
cu
w
0
40 PSF LIVE LOAD
0
z
J
0
>G
tU
W
0
@ 24' ❑,C, - TYPICA
40 PSF LIVE LOAD
rn mJ
0
1
tU
SPANS 12' TO 60'
PURLIN CONNECTION METHODS1
A), PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STD,
SIMPSON JOIST HANGERS
OR EQUAL.
B), PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
INTO EACH PURLIN,
C). PURLINS MAY BE
LAPPED AND NAILED
W/(3) 16dNAILS,
ti
DOUBLE TRUSSES
- -i-D
3
DOUBLE TRUSSES
SINGLE TRUSS t�
PLAN VIEW
NOTES FOR SECTION A -A'
Si TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' O.C„ 10' BAYS
2' X 6' @ 24° O.C., 12' BAYS
DF-L #2 GIRTS FLAT @ 24' O.C.
0 CONCRETE FOOTING, SEE SCHEDULE
S5 EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1° LONG
WO❑DFAST TEKS,
tON CONNECTION METHODS
'B' AND °C", TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
ig EACH TOP CHORD MEMBER
N.T.S.
SEE FOOTING
DETAIL
BUILDING SECTION A -A
N.T.S.
12
20' 0 MAXIMUM
SINGLE OVERHEAD DOOR ❑PTIDN
FRONT ELEVATION
NOTES FOR FRONT ELEVATION N.Ts
SD 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
S3 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF-L #2
2' X 6" GIRTS @ 24' ❑.C., 12' BAYS, DF-L #2
0 2' X 8' FACIA BOARDS
SS TREATED WOOD POSTS, SIZED PER SCHEDULE
0 TREATED 2' X 6" BOTTOM GIRT
OR TREATED 2' X 10' BOTTOM GIRT
'B8
•
N
H
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
53 UNDISTURBED S❑IL
FOOTING DETAIL
TREATED POST
N.T.S.
4 16d GALV, NAILS
EACH GIRT
GIRT FLAT 2° X 8'
4141
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,
TYPICAL
GIRT CONNECTION
GABLE END TRUSS
16d NAILS
2' X 6" X 18'
BOLTING BLOCK
2' X 6" X 18'
BOLTING BLOCK
DETAIL 3
N.T.S.
DEEE
TAIL
P AltrN D NNeCT
!i A• j4N
NOTES FOR CONNECTION DETAIL
0 MANUFACTURED TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
S2 PURLIN SUPPORT STRUT 2' X 6' X FULL
DEPTH OF TOP CHORD PLUS PURLIN;
NAIL PURLINS W/(3) 16d NAILS
0 NAIL STRUT TO TOP CHORD W/(3) 16d
NAILS EACH SIDE,
S4 MANUFACTURED TRUSS - NAIL TO EACH
SIDE OF POST WITH 4 16d NAILS
ON TOP NAILING BLOCK
S5 WOOD POST, SEE POST/FOOTING SCHEDULE,
0 4 - l0d NAILS
0 SOLID BLOCKING AT CONNECTION 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
0 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 FRON
T ELEVATION
N.T,S,
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
16d NAILS
CORNER POST
- 16d NAILS
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
3068 MA-NDODR OPTION
11 ys
Zip
OPENING
OPTIONAL FRONT ELEVATION
12
r
N.T.S.
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
NOTES FOR OPTIONAL FRONT ELEVATIONS
Si HALF TRUSS DESIGN BY OTHERS
0 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"
0 2' X 6" HEADER
0 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,
0 DOUBLE 2' X 6" KINGP❑ST
N,T,S,
0
M
NOTES FOR DETAIL 2- KNEEBRACE
Si TRUSS TOP CHORD, DESIGN BY OTHERS
0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
0 2" X 6" KNEE BRACE
0 WOOD POST, 'SEE POST/FOOTING SCHEDULE
S5 3/4" DIA. BOLT
0 2' X 6" OR 2" X 8" TRUSS SEAT EACH SIDE
OF POST @ EACH KNEEBRACE CONNECTION
0 NAIL KNEE BRACE TO POST WITH
4 16d NAILS
01NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
04 - 1Qd NAILS
NOTES'
KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE,
BRACE NOT REQUIRED AT GABLE END TRUSSES,
DETAIL 2 - KNEE BRACE
N.T,S,
OVERHEAD DOOR
OPENING
•
SLIDING DOOR
OPENING
NOTES FOR SIDE ELEVATION
Si 2" X 8" HEADER
0 2" X 10" HEADER FOR 10' & 12'
SLIDING DOORS
2" X 8" HEADER FOR 8' & SMALLER
SLIDING DOORS
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 Ks=.i
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" ❑,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
- 16d NAILS
6', 8" OR
10" POST
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
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED'
is ROOF STEED 29 GAUGE GRAND-R1B III, 36' WIDTH OR EQUIVALENT
r FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
101 EAVE AND RIDGE PURLIN SCREWSs 214 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM•ENDVALL DIAPHRAGM REQUIRMENTS ARE NEEDED'
* ENDWALL STEED 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
NE FIELD SCRWS1NE BASE GIRT, END#10 TRUSS, AND DOOR HEADER SC EWSIGH 014 Ix)1 1/2'
2 BOTH SIDES OF EACH MAJOR RIB,
DIAPHRAGM SCREWS
DIAPHRAGM
DOOR EHEADERS GABLEAEND TRUSACROSS CHORD,
EAVE & RIDGE PURLLINNS ONROOF
NO EDR ABRVE REWSJ TYPICAL SCREW PATTERN, EXCEPT AS
STEEL SHEETING SCREW PATTERNS
N.T.S
I EXPIRES 12-29-2007 I
POST/FOOTING SCHEDULE 12' 24' SPANS, 30.& 40 PSF LIVE LOAD
POST COLUMN
SPACING
10'-0"
10'-0"
10'-0
12-0"
12-0"
12-0"
_12-0"
12-0"
2-0"
"H"
WXD
8'-0" 6" X 6"
10'-0"6"X6"
12'-0" 6" X 6" 18"
14'-0" 6"X 6" W/2" X 6" 18"
16'-O"- 6" X 20.E
6"X 10" ' 20"
20'-0" 6"X 10" 21"
8'-O" 6" X 6" 26"
10'-0"6"X6:,
12'-O" 6"X 6,• W/2" X 6" 26"
14'4" 6" X 6" W/2" X 6" 26"
6" X B"-W/2" X6" 26"
18'-0"
26"
FOOTING
"B" DIA
"r
KNEE BRACE
REQUIRED
POST/FOOTING SCHEDULE30' SPANS
POST COLUMN
SPACING "H" W X D
10'-0"
18" 3'-O"
3'-0"
_3'-0"
3'-0"
3'-0"
NO
NO
NO
NO
NO
NO
NO
3'-0" NO
NO
3'-0" NO
3'-O" NO
3'-0" NO
3'-0" NO
NO
30 & 40 PSF UVE LOAD
FOOTING
"B" DIA.
26"
"r'
26" 3'-0"
26" 3'-0
6" X 6" W_ /2" X 6" -26" 3'-O"
6"X8"26
- " -
10'-0" 18'-0" 6" X 8" W/2" X 6" 26"
8.. W2.. X 6 . 26"
X_10" 6" 26" 3'-2"
6" X 12" -- 26„- 3,4."
12-0" 8.,0" 6" X 6" 28" 3'-0"
12-0" 10'-0" 6" X 6"
n . "
6" W/2" X 6" 28"
-14'-0" 6" X 8" - - 28.1 --
3.;0..
12-0" 16%0" 6" X 8" W/2" X 6" 28"-
_12-0" 18'-0"- 6" X 10" 28" -3'-0"
12-0" 20'-0" 6'' X12" 28" 3'-O"
12-0" 22'-0 6"X 1r' W/2" X 6" 28" 3'-2"
12-0.' 24%0." 6" X 12"-------
28" 3'-6'•
POST/FOOTING SCHEDULE
POST
SPACING
10'-0"
10'-0"
10'-0"
10'-0"
10'-0
10'-0"
8'-0"
14'-0"
..H..
COLUMN
KNEE BRACE
REQUIRED
NO
NO
-NO
NO
NO
NO
NO
NO
NO
NO
NO ''
NO
NO
NO
NO
NO
NO
NO
36' SPANS, 30 8.40 PSF UVE LOAD
FOOTING
WXD
8'-0" 6" X 6"
6" X 6"
-twice
6"X6"wiz! X6"
"B" DIA.
"r
3'-0"
2g
6" X 8" 28" 3.-0"
6" X 8"W/2" X 6" 28" 3'-0"
6"
6" X 10" W/2" X 6" 28" 3'-O" -2
6" X 10" W/2" X 6" 28" 3'"-
12-0" 8'-p" 6" X 6" 32" 3'-0"
10'-0" 6" X 6" 32" 3'-0"
_12-0" 12'-0" 6•-X 6" W/Z" X 6" 32"_3:,,0"
12-0" 14..0.E 6" X 8" 32„
12-0" 1-0 6'" 6" X 8" W/2" X 6" 32"
32"
_12-0" 20'-0" 6" X10" W/2" X 6" 32"
12-0" 2Z'-0" 6" X_12" 32"
12-0" -2-40"- 6" X 12" W/2" X 6" 32" 3'-3"
POST/FOOLING SCHEDULE 40' SPANS
POST COLUMN
X 6"
SPACING
10'-0"
10'-0"
10'-0"
-10'-0"
10'-0"
28"
10'-0" 6"X 6" 28"
W/2"X6" 28"
14'-0" 6" X 6"W/2"
16'-0"
18'-0"
2- 0'-0'
2- 2'-0"
24.-0"
"H"
8W-0"
10'-0"
WXD
3'-0"
3'-2"
KNEE BRACE
REQUIRED
NO
NO
NO
NO
NO
NO
NO
NO
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
CONCRETE
VOLUME, YD3
0.20
0.20
0.20_
0.20
0.24
0.24
0.27
0.29
0.29
0.29
0.29
0.29
0.29
0.36
CONCRETE
VOLUME, YD3
0.29
0.29
0.28
0.29
0.36
0.36
0.36
0.36
0.38
0.36
0.36
0.36
0.41
0.41
0.41
0.41
0.43
0.48
CONCRETE
VOLUME, YD3
30 &40 PSF LIVE LOAD
FOOTING
"B" DIA.
"r
KNEE BRACE
6" X 6"
6"X 6"
6"X6"W!r'X6"
6"X6'�Wlr_X6"
6"X8"
16'-O" 6"X 8" W/r' X 6"
18'-0" 6"X8"W/2"X6"
20'-0" 6" X 10"
22'-0" 6" X 10" W/2" X 6"
24'-0" 6" X 12"
30"
30"
30"
30"
30"
30"
3'-0"
3'-0"
REQUIRED
3'-0"
3'-0"
30"
30" 3'-0"
30" 3'-0"
NO
NO
NO
NO
YES
NO
NO
NO
NO
0.36
0.36
0.36
0.36
0.41
0.41
0.41
0.41
0.43
0.44
0.44
0.44
0.44
0.44
0.44
0.47
0.49
CONCRETE
VOLUME, YD3
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
mo
NO
0.43
0.47
NO
0.47
P
POST/FOOTING
SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"Er DIA.
"r
REQUIRED
VOLUME, YD3
NO
0.66
NO
0.62
POST/FOOT1NG SCHEDULE E4' TO 60' SPANS, 30. & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA.
"r
REQUIRED
VOLUME, YD3
NO
0.70
YES
0.70
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 1 6'-0" WALL HEIGHT. ABOVE 1 6' 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
31-0" DEEP FOR WALL HEIGHTS TO 1 61-0". 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".
WAMBEKE ENGINEERING
2913 E. 61st Court
Daniel Warkeke, P. E. Spokane, WA 99223
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
1 2' TO 60' SPANS, 30 8c 40 PSF LIVE LOAD, 2003 IBC
ZIEGLER LUMBER COMPANY
620 EAST HOLLAND AVENUE
SPOKANE, WASHINGTON 99218
DRAWN
BY
WAMBEKE
DATE
1 -30-06
DRAWING NM
ZIEGLER.IBC2003.06
REV,
REV
BY
DATE
DESCRIPTION OF CHANGE
CHECKED
PROJECT
2006
SCALE' KT&
SHEET! I OF 1
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
*lane
REVIEWED FOR C
4LDIN'
IACE
DIVISION