2006, 10-25 Permit App 06004274 Pole BldgApplication
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 14 X 36 POLE BUILDING, COVER FOR 5TH Contact: EBCO
WHEEL Address: PO BOX 7224
C - S - Z: SPOKANE, WA 99203
Setbacks: Front Left: Right: Rear: Phone: (509) 981-6865
Group Name:
Site Information: Project Name:
Project Number: 06004274 Inv: 1
mow
Plat Key: 003607 Name: Range District: F
Date: 10/25/2006 Page 1 of 3
Parcel Number: 44042.2301 Block: Lot:
SiteAddress: 11115 E FERRET DR
Location:: CSV
Owner: Name: WATTS , BOB
Address: 11115 E FERRET DR
SPOKANE VALLEY, WA 99206
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 2.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Flood Plain
Building Plan Review
Released By:
Originally Released: 10/25/2006 By: amblake
Released By:
Originally Released: 10/25/2006 By: TMELBOU
Driveway/Approach
Released By:
Originally Released: 10/25/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:
Originally Released: 10/25/2006 By: mharnois
Operator: AMB Printed By: AMB Print Date: 10/25/2006
Project Number: 06004274 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Sewer Review
Permits:
Originally Released:
Contractor: EBCO CONSTRUCTION
Address: PO BOX 7224
SPOKANE, WA 99207
Description Grp Type Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Date: 10/25/2006 Page 2 of 3
Released By
10/25/2006 By: amblake
Building Permit
Firm: EBCO CONSTRUCTION
Phone: (509) 981-6865
This Application: Total Project:
Sa Ft Valuation Sa Ft Valuation
504 $9,576.00 504 $9,576.00
Totals: 504 $9,576.00 504 $9,576.00
Units Unit Desc Fee Amount
1 SELECT $181.25
1 SELECT $45.31
1 SELECT $4.50
Permit Total Fees:
$231.06
Operator: AMB Printed By: AMB
Print Date:
10/25/2006
Project Number: 06004274 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/25/2006
Notes: .,
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
(A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO
PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY
PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW.
(B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW,
CONSTRUCTION INSPECTION AND SURVEYING.
Payment Summary:
Permit Type
Building Permit
Page 3 of 3
Fee Amount Invoice Amount
$231.06 $231.06
$231.06 $231.06
Amount Paid Amount Owing
$0.00 $231.06
$0.00 $231.06
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: AMB Printed By: AMB
Print Date: 10/25/2006
Project Number: 06004274 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 14 X 36 POLE BUILDING, COVER FOR 5TH
WHEEL
Setbacks: Front
Site Information:
Date: 10/25/2006 Page 1 of 2
Contact: EBCO
Address: PO BOX 7224
C - S - Z: SPOKANE, WA 99203
Left: Right: Rear: Phone: (509) 981-6865
Group Name:
Project Name:
Plat Key: 003607 Name: Range
District: F
Parcel Number: 44042.2301 Block:
SiteAddress: 11115 E FERRET DR
Location:: CSV
Lot:
Owner: Name: WATTS , BOB
Address: 11115 E FERRET DR
SPOKANE VALLEY, WA 99206
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 2.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Flood Plain
Released By.
Originally Released: 10/25/2006 By: amblake
Building Plan Review
Driveway/Approach
Released By:
Release
-
Landuse/Zoning/HE Conditions
Operator: AMB Printed By: AMB Print Date: 10/25/2006
►poi ane
alley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037:
w vw.spokanevalley.or� ?
Residential Construction
Permit Application
PERMIT NUMBER: z a.7
PERMIT FEE:
New Construction
Addition/Remodel
Other:
Accessory Bldg
Deck
SITE ADDRESS/ ///5 .- - /7(
ASSESSORS PARCEL NO: /`/C2 C/2 _ Z 3 U l
LEGAL DESCRIPTION:
Building Owner:
Name: ✓3G 4
L`.."„.t, /c-/ i.
Address:
/////5
fi
%j Try /',"C' 77
City:
State:,
Zip:
Phone:
Fax:
Contact Person
Name:,
Phone:
Describe the scope of work in detail:
Contractor:
Name: �—/S-)L-
Address: f . 4.s?6 „('
72 ) L../
City'- .G, ;r�-...`o
State: -2 C�)
(-6 _ r
Phone: y_ Gs�j----
Fax:,55='G.)]G/
Contractor Lic No: - .
Exp Date: ,e _c 7 _L; 2
City Business Lic. No:
Ye: .i Z2 'J
Cost of Project: $ 4/fa-
=
r
o% ?c ' / /✓;�, ram'--- c-c-A e
**************The folloMUST be complete: (write N/A if not applicable)**********************
ing
HEIGHT TO FEAK:
i &
DIMENSIONS:
/ A ,(/ `,;
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2"a FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG: o(-
)Cy eco>'oo., //
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY: ;"'lL
# OF BEDROOMS:
CONSTRUCTION TYPE:
/-o/T.",/cent'
HEAT SOURCE:
i?u
, 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,
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
❑ Check
Date/ -2'/- 6
❑ Mastercard ❑ VISA
Expires: VIN#:
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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' 811; D = 3' 0"
MAXIMUM POST SPACING 12' 0'
PURLINS @ 24" ❑.C., BEARING OR
JDIST HANGERS (TYPICAL)
X 6' PURLINS
USE 2' X 6' PURLINS
/
X
USE 2' X 6' PURLINS
50 PSF LIVE LOAD
0
I
(U
SPANS 12' TO 60'
PURLIN CONNECTION METHODS:
A). PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STANDARD
SIMPSON JDIST 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,
ON CONNECTION METHODS
"B" AND "C", TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
EACH TOP CHORD MEMBER
"V
DOUBLE TRUSSES
D
3
DOUBLE TRUSSES
SINGLE TRUSS
\-® \-®
PLAN VIEW
N.T
NOTES FOR SECTION A -A
Si TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2 TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' ❑.C., 10' BAYS
2' X 6' @ 24' O.C., 12' BAYS
DF-L #2 GIRTS FLAT @ 24' ❑.C.
0 CONCRETE FOOTING, SEE SCHEDULE
0 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.
SEE FOOTING
DETAIL
BUILDING SECTION A
viorTalkiti
4I 12 `��� �isi11
1
i
i
i
1
i
i
20' 0" MAXIMUM
11111111111111111111111111
43
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
N.T.S.
NOTES FOR FRONT ELEVATION
31 HALF TRUSS DESIGN BY OTHERS
SUPPORT PURLINS @ END TRUSS W/2" X 6'
OR 2" X 8" STD JOIST HANGERS,
LOWER TRUSS FOR END OVERHANG, IF REQ'D
S2 2" X 10' HEADER
S3 2` X 6' GIRTS @ 24' D.C., 10' BAYS, DF-L #2
2" X 6" GIRTS @ 24' O.C., 12' BAYS, DF-L #2
S4 2" X 8" FACIA BOARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
S6 TREATED 2' X 6' BOTTOM GIRT
DR TREATED 2" X 10" BOTTOM GIRT
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
CO UNDISTURBED SOIL
•
FOOTING DETAIL
TREATED POST
• N.T.S.
4 - 16d GALV. NAILS
EACH GIRT •
•
0
(L!
GIRT (FLAT)
TYPICAL GIRT CONNECTION
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
GABLE END TRUSS
DOUBLE INTERIOR TRUSSES
2" X 4" X-BRACING @ 10' 0" D.C.
2' X 4" BOTTOM CHORD BRACING @ 10'-0' O.C.
OR AS REQ'D BY THE TRUSS MANUFACTURER
TOENAIL BRACES TO TRUSSES WITH
3 - 1Od NAILS
N.T.S.
GABLE END TRUSS
16d . NAILS
2" X 6" X 18"
BOLTING BLOCK
N.T.S.
NOD NNEc7IO
A N
NOTES FOR CONNECTION DETAIL
0 TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
S2 PURLIN SUPPORT STRUT 2" X "4" X FULL
DEPTH OF TOP CHORD PLUS PURLIN,
NAIL PURLINS W/(3) 16d NAILS
0 NAIL STRUT TO TOP CHORD WY( 3) 16d
NAILS EACH SIDE.
S4 MANUFACTURED TRUSS. NOTCH POSTS
1-1/2" EACH SIDE TO PROVIDE TRUSS SEAT,
0 WOOD POST, SEE P❑ST/FOOTING SCHEDULE,
S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES
OR 3/410 MACHINE BOLT
0SOLID BLOCKING AT CONNECTION PINTS.
0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
S9 2" X 6" OR 2" X 8' TOP GIRT
4 - 16d NAILS OR 3/4'0 M. BOLT
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
12
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
DETAIL
1601 NAILS
CORNER POST
16d NAILS
2" X 6" X 18'
BOLTING BLOCK
DETAIL 3
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
3068 MANDDOR OPTION
!
4,
i0
ti
OPTIONAL FRONT ELEVATION
N.T.S.
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
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
0..;4 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.
(!5 DOUBLE 2" X 6" KINGPOST
S3
NOTES FOR DETAIL 2- KNEEBRACE
SS
TRUSS TOP CHORD, DESIGN BY OTHERS
TRUSS BOTTOM CHORD, DESIGN BY OTHERS
2" X 6" DF-L #2 EACH SIDE
WOOD POST, SEE POST/FOOTING SCHEDULE
4 - 16d GALV. NAILS, EACH SIDE
1). KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE.
BRACE NOT REQUIRED AT GABLE END TRUSSES.
2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST
CONNECTION = USE 3/4'0 THRU BOLTS,.
EACH LOCATION,
3'
DETAIL 2 KNEE BRACE
N.T.S.
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
NOTES FOR SIDE ELEVATION
S1 2" X 8" HEADER
CO2" X 10" HEADER FOR 10' & 12'
SLIDING DOORS
2" X 8' HEADER FOR 8' & SMALLER
SLIDING DOORS
BUILDING SPECIFICATIONS!
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE
INTERNATIONAL BUILDING CODE <IBC 2003) AND ALL STATE & LOCAL BUILDING CODES.
OPENING THESE SPECIFICATIONS AND PLANS ARE DESIGNED FOR 50 PSF LIVE <SNOW) LOAD, 85 &
90 MPH WIND SPEED, EXPOSURE B AND SESMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL = 50 PSF ROOF DEAD LOAD = 5 PSF*
CEILING LL = 0 PSF CEILING DL = 1 PSF
* ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION.
MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
MAXIMUM S❑IL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND &
CLAYEY GRAVEL SOILS OF BETTER PER IBC TABLE 1804.2. LESSER S❑IL CONDITIONS WILL
REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR
FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92.
WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER OR HEM -FIR #2
OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY
WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 & OTHER APPLICABLE SECTIONS OF
CHAPTER 23 OF THE IBC. ALL NAILS INTO TREATED LUMBER SHALL BE HOT DIP
GALVANIZED ZINC COATED NAILS, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA
TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22,
C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS, ALL
POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY
WWPA GRADING RULES, HARDWARE SHALL BE SIMPS❑N OR APPROVED EQUAL. ALL BOLTS
SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED
OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SO), Fy = 80.0 ksl.
ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG
METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED,
GASKETED 1' OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND
FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
SOIL COMPACTION - ALL BACKFILLED S❑IL BENEATH FOOTINGS SHALL BE COMPACTED
WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY
ASTM A1557, METHOD D.
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO
PRACTICE IN THE STATE OF WASHINGTON. 1"
TRUSS LOADING! TOP CHORD LIVE LOAD = 50PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
TYPICAL SIDE ELEVATION
N.T.S.
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
l0d NAILS @ 6" D.C.
" X 6" OR 2" X 8"
L-BRACE
0d NAILS @ 6" O.C.
" X 4'
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" DR
10' POST
(U
NAILING PATTERN FOR
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 Rt4i'+)IRMENTS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED
x ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
x. FIELD SCREWS, #10 x 1 1/2' AT 9' D.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 NEEDED
�! ENDWALL STEEL! 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT
* FIELD SCREWS #10 x 1 1/2' € 9' 0.C. (NEXT TO HIGH RIB)
BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2'
€ BOTH SIDES OF EACH MAJOR RIB.
DIAPHRAGM SCREWS
EDALLDOEEES&WGABEAGRSTONWORHADRGABLE END CHORD,
EAVE & RIDGE PURLINS ON ROOF
DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
N.T.S
POST/FOOTING SCHEDULE 12' - 24' SPANS, 50 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" X 6"
2'-2"
3'-0"
NO
0.29
10'-0"
10'-0"
6" X 6"
2'-2"
3'-0"
NO
0.29
_ 10'-0"
12'-0"
6" X 6"
2'-2"
NO
0.29
10'-0"
14'-0"
6" X 6" W/2" X 6"
2'-2"
_33'-0"
'-0"
NO
0.29
10'-0"
16'-0"
6" X 8" ^
2'-2"
3'-0"
-
NO
0.29
10'-0"
18'-0"
6" X 10"
2'-2"
3'-0"
NO
0.29
10'-0"
20'-0"
6" X 10"
2'-2"
3'-0"
NO
0.29
12-0"
8'-0"
6" X 6"
2'-_4"
3'-0"
NO
0.35
12-0"
10'-0"
6" X 6"
2'-4"
-3'-0"
_
NO
0.35
12-0"
12'-0"
6" X 6" W/2" X 6"
2'-4"
3'-0"
NO
0.35
�12-0"
14'-0"
6" X 6" W/2" X 6"-
2'-4"
3'-0"
NO
0.35
12-0"
16'-0"
6" X 8" W/2" X 6"
2'-4"
3'-0"
NO
0.35
12-0"
18'-0"
6" X 8" W/2" X 6"
2'-4"
3'-0"
NO
0.35
10'-0"
20'-0"
6" X 10" W/2" X 6"
2'-4"
3'-0"
YES
0.35
POST/FOOTING
SCHEDULE 30' SPANS, 50
PSF LIVE LOAD
10'-07
8'-0"
6" X 6"
2'-4"
3'-0"
NO
0.41
10'-0"
10'-0"
6" X 6"
2'-4"
3'-0"
NO
0.41
-0 10'"
12'-0"
6"X6"W/2"X6"
2'-4"--3'-0"
NO
0.41
10'-0"
14'-0"
6" X 6" W/2" X 6"
2'-4"
3'-0"
_ NO
0.41
10'-0"
16'-0"
6" X 8"
2'-4"
3'-0"
NO
0.41
-0
10'"
8'-0
1"
6" X 8" W/2" X 6"
2'-4"
3-0"
NO
_
0.41
10'43"
20'-0"
6" X 8" W2" X 6"
2'-6"
3'-0"
NO
0.41
12'-0"
8'-0"
6" X 6"
2'-8"
3'-0"
NO
0.44
12-0"
10'-0"
6" X 6"
2'-8"
NO
0.44
12-0
-O"" 12'
6" X 6" W/2" X 6"
_3'-0"
3'-0"
2'-8"
NO -
0.44
12-0"
14'-0"
6" X 8"
2'-8"
3'-0"
NO
0.44
12-0"
16'-0"
6" X 8" W/2" X 6"
2'-8"
3'-0"
NO0.44
12-0"
18'-0"
6" X 10"
2'-8"
3'-0"
NO
0.44
12-0"
20'-0"
6" X 12"
2'-8"
3'-0"
NO
0.44
POST/FOOTING
SCHEDULE 36' SPANS, 50
PSF LIVE LOAD
10'-0"
8'-0"
6" X 6"
2'-8"
3'-0"
I
Oloiololoo
ZZ;Z;Z}Z Z
0.44
10'-0"
10'-0"
6" X 6"
2'-8"
3'-0"
0.44
10'-0"
12'-0"
6" X 6" W/2" X 6"
2'-8"
3'-0"
0.44
10'-0"
14'-0"
6" X 6" W/2" X 6"
2'-8"
3'-0"
0.44
10'-0"
16'-0"
6" X 8"
2'-8"
3'-0"
0.44
-0 10'"
18-0" '
6"8" X W/2" X 6"
2'-8"
--3'-0"
0.44
10'-0"
20'-0"
6" X 10"
2'-8"
3'-0"
NO
0.44
12-0"
8'-0"
6" X 6"
2'-10"
3'-0"
NO
0.55
12-0"
10'-0"
6" X 6"
2'-10"
3'-0"
NO
0.55
12-0"
12'-0"
6" X 6" W/2" X 6"
2'-10"
3'-0"
NO
0.55
12-0"
14'-0"
6" X 8"
2'-10"
3'-0"
NO
0.55
12-0"
16'-0"
6" X 8" W/2" X_ 6"
2'-10"
3'-6"
NO
0.55
12-0"
18'-0"
6" X 10"
2'-10"
4'-2"
NO
0.55
12-0"
20'-0"
6" X 10" W/2" X 6"
2'-10"
4'-8"
YES
0.55
POST/FOOTING
SCHEDULE 40' SPANS, 50
PSF LIVE LOAD
10'-0"
8'-0"
6" X 6"
2'-9"
3'-0"
NO
0.47
10'-0"
10'-0"
6" X 6"
2'-9"
-0
3'"
NO
0.47
10'-0"
12'-0"
6" X 6" W/2" X 6"
2'-9"
-
3'-0"
NO
0.47
10'-0"
14'-0"
-16'-0"
6" X_6" W/2" X 6"
2'-_9"
3'-0"
NO_
0.47
10'-0"
6" X 8" W/2" X 6"
2'-9"
-3'-0"
NO
_
0.47
10'-0"
18'-0"
6" X 8" W/2" X 6"
2'-9"
3'-0"
NO
0.47
10'-0"
20'-0"
6" X 10"
2'-9"
3'-0"
NO
0.47
12-0"
8'-0"
6" X 6"
3'-0"
3'-0"
NO
0.66
12-0"
10'-0"
6" X 6"
3'-0"
3'-0"
NO
0.66
12-0"
12'-0"
6" X 6" W/2" X 6"
3'-0"
3'-0"
NO
0.66
12-0"
14'43"
6" X 8"
3'-0"
3'-0"
NO
0.66
1-24;-16'-0"
6" X 8" W/2" X 6"
3'-0"
3'-0"
NO .
0.66
12-0"
18'-0"
6" X 10"
3'-0"
3'-0"
NO
0.66
12'-0"
20'-0"
6" X 10" W/2" X 6"
3'-0"
_
3'-0"
NO
- 0.66
POST/FOOTING
SCHEDULE 48' TO 52' SPANS,
50 PSF LIVE LOAD
10'-0"
8'-0"
6" X 6"
3'-0"
3'-0"
NO
0.70
1 "41"
10'-0"
6" X 6"
3'-0"
-
3'-0"
NO
0.70
1G' 0"
12'-0"
6"'X 6"W/2" X 6"
3'-O"
3'-O"
NO
�._ 0.70
-10'-0"
14'-0"
6" X 6" Wi2" X 6"
3'-0"
3'-0"
NO
0.70
10'-0"
16'-0"
6" X 8" W/2" X 6"
3'-0"
3'-2"
NO
0.70
10'-0"
18'-0"
6" X 8" W/2" X 6"
3'-0"
3'-8"
YES
0.70
10'-0"
20'-0"
6" X 10"
3'-0"
4'-0"
YES
0.70
12-0"
8'-0"
6" X 6"
3'-4"
3'-0"
NO
0.88
-12-0" ...
10'.-0"
6" X 6" _._._.._._..__......___
3'-4"
3'-0"
NO
0.88
12-0"
12'-0"
6" X 6" W/2" X 6"
-X
3'-4"
3'-0"
NO
0.88
12-0"
14'-0"
6;;6" W/2" X 6"
3'-4"
3'-0"
NO
- 0.88
12-0"
16'-0"
6" X 8" W/2" X 6"
3'4"
3'-3"
NO
0.88
12-0"
18'-0"
6" X 8" W/2" X 6" _
3•;;4"
---3'-9"
NO
0.88
12'-0"
20'-0"
6" X 10"
3'-4"
41-3"
YES
0.88
POST/FOOTING
SCHFDULE 54' TO 60' SPANS,
50
PSF LIVE LOAD
10'-0"
8'-0"
6" X 6"
3'-4"
3'-0"
NO
0.88
10'-0"
10'-0"
6" X 6"
3'-4"
3'-0"
NO
0.88
10'-0"
12'-O"
6" X 6" W/2" X 6"
3'-4"
_ 3'-0"
NO_ -
-0.88
10'-0"
14'-0"
6" X 8"
3'-4"
3'-0"
NO
0.88
- -
10'-0"
"'
16'-03'-4"
6"V'6"
X 8" W/2" X
3'-O"
0.88
NO
10'-0"
18'-0"
6" X 10"
3'-4"
3'-0"
NO
0.88
10'-O"
20'-0"
6" X 10" W/2" X 6"
3'-4"
3'-0"
YES
0.88
12-0"
8'-0"
6" X 6"
3'-8"
3'-0"
f
0 0!0 OiOj 0
Z1ZZ ZZ;Z
0.97
12-0"
10'-0"
6" X 6" W/2" X 6"
3'-8"
3'-0"
0.97
12-0"
12'-0"
6" X 8"
3'-8"
3'-0"
0.97
12-0��
14-0"
6" X8'W/2"X6"
3'-8"
3'-0"
0.97
12-0"
16'-0"
6" X 8" W/2" X 6"
3'-8"
3'-0"
0.97
12-0"-
-18'-0"
6" X 10" -
_ 3 -8"
3'-O"
0.97
12'-0"
20'-0"
6" X 10" W/2" X 6"
3'-8"
- 3'-0"
- 0.97
NOTE:
{1 THE,.. NEXT & RGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
"..-k 61"' 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 18" 0 X
3'-0" 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 HAVE
CONCRETE FLOORS, < INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
EXPIRES 12/29/07
WAMBEKE ENGINEERING
Daniel Warlbeke, P. E.
2913 E. 61st Court
Spokane, WA 99223
Telephone: 509-443-6186 Fax'
509-448-6582 e-mail dwambekeemsn.com
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 50 PSF LIVE LOAD, 2003 IBC
EBCO CONSTRUCTION
1517 N. LACEY
SPOKANE, WASHINGTON 99207
BY
DRAWN
WAMBEKE
REV
BY
DATE
DESCRIPTION OF CHANGE
CHECKED
PROJECT
2006
DATE
8-20-06
SCALE' N.T.S.
DRAWING ND.'
EBCO.IBC50-06
SHEET' 1 CIF 1
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
% IP ilZ,o of Gov - o Nk i _a Into
c5 &T o 2 St-'' N16' Apr
egokikk.c7 4\ L 1 -FROM
foot- AfeLt
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
fr 0^d COMPLIANCE
,a3; �i.. ,NK? D. ON
0 C.