2006, 11-28 Permit App 06004665 Pole BldgProject Number: 06004665 Inv: l
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
R
Permit Use: POLE BLDG 42 X 48 X 14
Setbacks: Front
Site Information:
Date: 11/28/2006 Page 1 of 2
Contact: PACIFIC METAL BUILDINGS INC.
Address: 101 N STONE RD
C - S - Z: SPOKANE, WA. 99202
Left: Right: Rear: Phone: (509) 534-4304
Group Name:
Project Name:
Plat Key: 002087 Name: PONDEROSA ACRES 05TH ADD District: Sout
Parcel Number: 44052.0108
SiteAddress: 4805 S FARR RD
Location:: CSV
Block: Lot:
Owner: Name: AUBERTIN, DANIEL S & PAULA
Address: 4805 S FARR RD
SPOKANE VALLEY, WA 99206
Zoning: UR-1 Urban Residential-1
Water District: 101 SPO CO WATER DIST#3B Hold: ❑
Area: 43,800 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 60
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Permits:
Released By: 6 e zf 12k.
Released By:
11./zW(C _G__.
Operator: jmm Printed By: jmm Print Date: 11/28/2006
Project Number: 06004665 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Date: 11/28/2006 Page 2 of 2
Contractor: PACIFIC METAL BUILDINGS Firm: PACIFIC METAL BUILDINGS INC
Address: 101 N STONE ST Phone: (509) 534-4304
SPOKANE, WA. 99202
This Application: Total Project:
Description Gar Dm Notes So Ft Valuation So Ft Valuation
POLE BDLG U-1 VB POLE BLDG 0 $16,886.00 0 $16,886.00
Totals: 0 $16,886.00 0 $16,886.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $279.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW < 7999 SQ FT 1 SELECT $111.70
Permit Total Fees: $395.45
Notes:
Payment Summarv:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $395.45 $395.45 $0.00 $395.45
$395.45 $395.45 $0.00 $395.45
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: jmm Printed By: jmm Print Date: 11/28/2006
Stiokane
Permit Center D) rr'' I "1/
11707 E Sprague Ave, Suite 106 JJ
Spokane Valley, WA 9941,0v 2 6 2006
(509)688-0036 FAX: (509)688-0037
Conununity Development w w.spokanevalley;or,.com
DN
Residential Construction
Permit Application
PERMIT NUMBER: (kdo
PERMIT FEE:
XNew Construction
o Addition/Remodel
o Other:
o Accessory Bldg
o Deck
SITE ADDRESS (4 05
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building owner
Name: a)-
•\` -}� n
Address:
ij �-{'t,c).ir1/'
City: .
/ _ Zip:
c�CC !S0
Phone:
--] - r-2,64 Fax:
Contact Person
Name: y i .c{\r\cr (Z-cx N
Phone: L) 1 - LF !*4-
Describe th
scope of wor i detail:
**************The following M
T be
Contractor
NameNtICA Cy\1,1
.1,\.c\INT
Address: `
la t� <11(s)r17:
City: k1 Sre1 Zip: Once(.
Phone:11Y��
f Fax:
Lic No: Exp. Date: I —,(?j 1 ..
City Business Lic No: 6b Ga 5 c 2
� < Cost f Project:
$ /6. oFY‘
**********************
HEIGHT TO EA ,i
DIMEN ONS:i.
IX ) q 1
# OF STORIES: I
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG: IAREA:
2"FooLCcOOR��SQ. FTG:
`mil Pi
UNFIN BASEMENT SQ. FTG:
1�
IMPER IUSSURFACE
FINISHEDF
SQ. FTG:
ENT
-GARAGE Q TG:
0N�
DECK/ V.
�ATI SQ.°
FTG:
WPCPROPERTY:
30% SLOPES ON
1
# OF BED OOMS:
nic!'i A IRAC O
CONSTRUC ON TYPE:
FO'�. C^,{!/
i t y"1
HEAT 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
Method of P
❑ Cash
Bankcard #:
ent: (F
Authorized Signature:
REVISED 8/25/2005
d
Date)illiA
emit applications will only be accepted with major bankcard)
Check 0 Mastercard ❑ VISA
Expires: VIN#:
0 Other
Spokane
.00011*val1ey
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 • cityhall@spokanevalley.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
❑ 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
300'
4845 S. Farr Rd
Ponderosa Acres Lot 8
Parcel 44052.0108
Scale: 1" = 30'
I
O
N
W
Q
N
N
N
d
PURLIN CONNECTION METHODS:
TREATED POST
4 - 16d GALV. NAILS
II
IIIIIk 2" X 6' GIRT (FLAT)
TYPICAL GIRT CONNECTION
NOTES FOR FLOOR PLAN
D INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
. GABLE WALL POSTS - 6' X 6" TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FOOTING DIMENSIONS, B + 1' 8"; D = 3' 0"
MAXIMUM POST SPACING 12' 0'
3, PURLINS @ 24' O.C., BEARING OR
JOIST HANGERS (TYPICAL)
W
a Q - F- N
11 L) Z .A
>- J (Ut,,
1. /0 f -5- -AS - -
to Z A N LiZA '-,Q Z
-J1-4
O CYo D JJ
D J a- Li= l..
a.o •> . �,_,
b -1 .I x 1 x et
X Ls- -' al V) tU • a,
(U to 0_ tU O
O w w
mcn
- _.1 - al-- f --Del
-
UZ I--' N
Z 0- -1 >- J
0 I 0_ I �t}-
U
c • �OV . .4 1
co' E7 0
-9x1 o Nam, <U Nd
N N W @) .-, '
Wu
_eu
f f 1
f
SPANS 12' TO 60'
EACH GIRT
4
-a�
DOUBLE TRUSSES
DOUBLE TRUSSES
sa
SINGLE TRUSS
PLAN VIEW
N.T.S.
NOTES FOR SECTION A -A
Si PLTYPICAL PURLIN. SEE FLOOR
S2 TRUSS DESIGN BY OTHERS
S3 2' X 6' @ 24' J.C., 10' BAYS
2' X 6' @ 24' O.C., 12' BAYS
DF-L #2 GIRTS FLAT @ 24' O. C.
S4 CONCRETE FOOTING, SEE SCHEDULE
SS EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WO❑DFAST TEKS.
WALLS FASTENED TO
GIRTS WITH 1' LONG
WOODFAST TEKS.
SEE FOOTING
DETAIL garaii
A).
B).
C).
BUILDING SECTION A -A
12
i
i
20' 0' MAXIMUM
N.T.S.
AM\ „_4114•41..-
i
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
N.T.S.
NOTES FOR FRONT ELEVATION
S1 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" ❑,C., 12' BAYS, DF-L #2
S4 2" X 8" FACIA BOARDS
S5 TREATED WOOD POSTS, SIZED PER SCHEDULE
(ID TREATED 2' X 6' BOTTOM GIRT
OR TREATED 2" X 10' BOTTOM GIRT
PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STANDARD
SIMPSDN JOIST HANGERS
OR EQUAL.
PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
INTO EACH PURLIN.
PURLINS MAY BE
LAPPED AND NAILED
W/(3) 16d NAILS
ON CONNECTION METHODS
"B" AND "C", TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
EACH TOP CHORD MEMBER
PUR
IIIIIIIIIIIIIP
NOD 'AFCTjON`Me1ON
M�- , .O-vt_LINCNA-
1
12
41
NOTES FOR CONNECTION DETAIL
Sl TRUSS TOP CHORDS
TRUSS DESIGN BY TRUSS MANUFACTURER
0 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 W/(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 3/4'0 MACHINE BOLT
S7 SOLID BLOCKING AT CONNECTION POINTS,
S8 TYP. PURLIN, SEE FL❑OR. PLAN FOR SIZE
0 2' X 6" OR 2" X 8' TOP GIRT
0 4 - 16d NAILS OR 3/4'0 M. BOLT
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
1"
ii
Hi
III
111
- 16d NAILS
6", 8" OR
10" POST
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
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
Q3 UNDISTURBED S❑IL
FOOTING DETAIL
GABLE END TRUSS
8 - 16d NAILS
2" X 6".X 18'
BOLTING.. BLOCK
2' X 6" X 18"
BOLTING BLOCK
DETAIL 3
N.T.S.
8 - 16d NAILS
CORNER POST
- 16d NAILS
TYP. GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
DOUBLE OVERHEAD DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
u
S3)
3068 MANDOOR OPTION
m�
OPENING
OPTIONAL FRONT ELEVATION
N.T.S.
12
4
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
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 TD 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,
SS DOUBLE 2" X 6' KINGPOST
3'
DETAIL 2
KNEE BRACE
NOTES FOR DETAIL2- KNEEBRACE
S1 TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2" X 6' DF-L #2 EACH SIDE
S4 VODD POST, SEE P❑ST/FOOTING SCHEDULE
S5 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,
N.T.S.
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. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40
PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL = 30 OR 40 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 SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS
OR BETTER. LESSER SOIL 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 318-99.
WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE
CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER
APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED
GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL i:ONFORM 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 SIMPSON 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 (SQ), Fy = 80.0
ksi. 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 SOIL 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 IN WHICH
THE BUILDING WILL BE CONSTRUCTED.
TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
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 I 1 ,S
THE METHOD HOD 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. 0d NAILS @ 6' O.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
S2
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
0 GABLE END TRUSS
0 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X-BRACING @ 10' 0' O.C.
0 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C.
OR, AS SPECIFIED BY TRUSS MANUFACTURER
SS TOENAIL BRACES TO TRUSSES WITH
3 - 10d NAILS
OVERHEAD DOOR
OPENING
SLIDING DOOR
OPENING
-/ -/ -/ `/ 'Y -/ `/ `/ -/ / / -/ / / `/ / `/ `/ `/
TYPICAL SIDE ELEVATION
NOTES FOR SIDE ELEVATION
j 2" X 8" HEADER
0 2" X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8" HEADER FOR 8' & SMALLER SLIDING DOORS
N.T.S.
N.T.S.
SHEATHING REQUIRMENTS
THE FOLLOWING MIIIIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED'
■ ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
■ FIELD SCREWSI 110 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 N11MUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED:
* ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
* FIELD SCREWS&:H10 x 1 1/2' e 9' O.C. (NEXT TO HIGH RIB)
■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2'
2 BOTH SIDES Of EACH. MAJOR RIB.
DIAPHRAGM SCREWS
DIAPHRAGMA41OR SCREWS
&WGABLEAENDGTRUSS� TOPS CHORD,
EAVE & RIDGE PURLINS ON ROOF
DIAPHRAGM' SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
-c,SNAL 6-
C\_1/%ki wao
Lwvvr�`
49 7
' l
o OF
N.T.S
I EXPIRES 12/29/07 I
P
POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD
OST COLUMN
SPACING
12-0"_
12-0"
-
12-0"'
-12-0"
12'-0"
"M"
8'-0"
12'-O"
16'-0"
18'-0"
20'-O"
14-0
16-0
1- 8'..O"
20'-0
WXD
6" X 6"
6" X 6"
6"X6"
"B" DIA.
6" X 6" W/2" X 6"
6" X 8"
6"X10"
6"X10"
18"
- 18;�
-18,.-
18"
•20"
6" X 6"
6" X 6"
6"
6 -4-1" W12"X4"
6 X8 W%2"X6"
6"X8"W/2"X6"
6"X 10"W%2"X6"
20"
21"
26"
26"
26"
26"
--26"
"T"
__3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-O"
3'-0"
3'-0"
3'-0"
3'-2"
REQUIRED
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD
POST
SPACING
10'-0"
It
COLUMN
WXD
FOOTING
"B" DIA.
..T.
KNEE BRACE
12-0"
12-0"-
12-0"
12-0
12.0"
12-0"
12-0"
12-0„-
8'-O"
10,-0,;-.
_1- 2'-0"
14 43" .
16'-0"
"
20.-0"
_.22'-0"
8'-0"
10'-0"
12'-0"
14 0
1- 6'-0
18'-0"
20'-O"
2- 2'-0„
24- ;-O„-.
6" X 6"
6" X 6" 6" X 6" W/2" X 6"
6" X 6" W/2" X 6"-
s" X 8"
6" X 8" W/2" X 6"
6"X8"W2"X6"
6" X 10" W/2" X 6"
6"X12"
6" X 6"
6" X 6" _
6" X 6" W/2" X 6"
s"X 8"
6"X8"W/2"X6"
6"X10"
6" X
6" _X 12" W/2" X 6"
6" X 12"---
26"
26"
- 26"
26"
26"
26"
26"
28"
28"
__2a_28
28"
28"
28"
28"
28"
3'-O"
3'-0"
3'-0"
3'-0"
3'-0
3'-0"
3'-0"
3,4"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-2"
3%6"
REQUIRED
NO
NO
NO
NO __
NO
NO
NO
NO
NO
NO
NO
NO
NO -
NO -
NO
NO
NO
N_O-.
POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD
POST
SPACING
__ 10'-0"
10.-0;-
10'-0"
10'-0
10'-0
10'-0
12-0"
12-0
12-0
12-0"
12-0"
12-0
12-0"
12-0"
12-0"
COLUMN
..H..
8'-0"
10'-0"
16-0
18'4"
20 0
-22 O"
24'-O"
8•-O"
10'4'
12-0
16'-0"
18-0
20 -0"
22-0"
24-O
WXD
6" X 6"
6" X 6"
6" X
6" X 6"W/2" X 6"
6" X 8"
6"X8 W/2"X6"
6X10 _
6"X10"W/2"X6"
6" X 10" W/2" X 6"
6"X6"
6"X 6'-
FOOTING
"B" DIA.
28"
28"
28"
__ 28"
28"__
28"
_28"-
28" __
28"
6"X6"W/2"X6"
6"X8" _
6"X8"W/2"X6"
6" X 10"
6"X10'W /2"X6';
6"X12" ._...
6" X 12 W/2" X 6"
32"
32"
32"
32"
32"
32"
32"
32"
32"
3'-0"
3'-0"
3'-0"
3'4"_..
3-0"
3-0'
3 -0"
3'-0"
3-2"
3'-0".
3'-0"
3'-0„
3'-0"
3'-O"
3'-2"
3,4"
KNEE BRACE
REQUIRED
NO
NO
NO
NO
NO .._
NO
NO
NO
YES
NO
NO
NO
NO
NO
NO
NO
NO
POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD
POST
SPACING
10'-0"
COLUMN
8'-O"
10'-0
12'-0"
14'-0"
16'-O"
16%0"
1s'-0"
20'43"
22'-O"
24'-O"
WXD
6" X 6"
6n X 6"
6" X 6" W/2" X 6"
66"X6"Wi2"Xen-
s- x
6"XX-8"W72"X6"
6" X 8" W/2" X 6"
6" X 10" _
6" X 10" W/2" X 6"
6" X 12"
12-0" 8'-0" 6" X 6"
12-0" 10'-0" 6" X 6"
12-0 12'-0" 6" X 6"
12-0' 16'-O 6"X8 W/2"X6
12-0" 18'-0 6" X 10'
120' 22'-0 6"X12' •
12-0' 24'-O" 6" X 12" W/2" X 6"
FOOTING
"B" DIA.
30"
30" _._.
30"
v.
30"
30"
30"
30"
30"
_
- 30"
"T.
3'-0"
3'-0"
3'-0"
3,-O„
3'-0"
3'-0"
3'-O"
3'-2"
KNEE BRACE
REQUIRED
NO
_NO
NO
NO
YES_.
NO
NO
NO
YES
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
0.35
CONCRETE
VOLUME, YD3
0.29
0.29
0.29
0.29
0.36
0.35
0.35
0.36
0.38
0.36
0.35
0.35
0.41
0.41
0.41
0.41
0.43
0.48
CONCRETE
VOLUME, YD3
0.36
0.35
0.35
0.35
0.41
0.41
0.41
0.41
0.43
0.44
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
0.41
0.43
FOOTING
KNEE BRACE
33" 3'-0" NO
33" 3'-0" NO
NO
33" 3 -0" NO
33"•O., _ NO
33" 3'-2" NU
NO
POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF LIVE LOAD
POST
SPACING
10'-0"
10'-0"
10'-0'
10'-0"
10'-0'
10'-0"
12-0"
COLUMN
FOOTING
"H"
8'-0"
10'-0"
1i'-0"
14'-O"
16;-0
18'-0"
22'-O"
24'-O"
8'-0
10%0
WXD
6" X 6"
6" X 6"
6"X6"W/2"X6"
6"X6"W/2"X6"
6"X8"
6" X 8" W/2" X 6"
6"X8" W/2"X6"
X 4" it __
6"X10"W/2"X6"
6" X 12" W/2" X 6"
6"X6"
6"X 6"W/2"X 6"
6"X6 W/2 X "6"-
"B" DIA.
34"
34"
34
34"
34"
34
34"
34"
34"
- 34"
36"
36"
36"
36"
3'-0"
3 -0'
3'-O"
3'-0"
3'-0
3'-0"
3'-0"
3'-0"
3'.0"
3,-0"
3%0"
3'-0"
3'-0"
3-0"
3'-0"
3'"
3'-0"
KNEE BRACE
REQUIRED
NO
NO -
YES
- NO -
NO
YES
NO
YES
NO
NO
NO -
NO
NO
YES
NO
NO
NO
0.47
0.47
0.47
0.47
0.47
0.47
-0.47
0.49
0.67
CONCRETE
VOLUME, YD3
0.66
0.66
0.66
0.55
0.55
0.66
0.66
0.55
0.66
0.55
12 0"
12-0"
0.62
0.62
0.62
12-0"
12-0"
0.62
12-0, 0.62
0.62
0.62
12.0�... 0.66
0.65
POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF LIVE LOAD
POST
SPACING
10'-0"
100"
10 0"
100"
10-0"
100"
12-0"
12-0"
12-0"
12 0'
120"
12-0"
12-0"-
-
12'-0"
14'-0"
16'-0"
18'-0
20'-0"
22'-O"
..H..
8'-0"
10'-0
12'-0
14'-0"
16'-O
20 -0
22'-0
24.-0"
6" X 8" _
6"X8"W/2"X6"
6"X10"
6"X10"W/2"X_6"
6 XX
12"W/2"6"
6"X12"W/2"X6''
COLUMN
8'-0"
10'-0"
12'-0"
14'-0'
16'-0"
24'-0"..
WXD
6"X6"
6"X6"
6"X6"W/2"X6"
6" X8
6" X8 W/2"X6"
X 6" 10"__
__
4"- X10'"W/2''X6"
6" X 10" W/2" X 6"
6" X 12"
6" X 6"
6" X 6" W/2" X 6"
6" X 8"
6"X8"W/2"X6"
6"X8"W/2"X6"
6" X 10"
6" X_10" W/2" X 6"
6" X 12" W/2" X 6"
6" X 12" W/2" X 6"
36"
36"
_ 36".-.._.
32"
3 2"
FOOTING
"B" DIA.
36"
36"
36"
36"
36"
36"
36'
36"
40"
40"
40"
40.
40"
40"
40„-
40"
"T'
3'-0"
3'-0"
3'-0"
3 -0"
3-0"
3'-O"
3-0'
3'-2"
3'-0"
3'-0".
3'-0"
3'-0"
3.0"
3'-O"
3'-0"
3•-2"
KNEE BRACE
REQUIRED
NO
NO
NO
NO
--NO
NO
YES
NO
YES
NO
NO
NO
NO__
NO
YES
NO
NO
CONCRETE
VOLUME, YD3
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.66
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
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 18'-0" WALL HEIGHT. ABOVE 18' 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 18'-0". ABOVE 18' 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 Waribeke, P. E. Spokane, WA 99223
Telephones ° 509-443-6186 Faxt 509-448-6582 e-mail dwambeke@msn,con
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
POST FRAME BUILDINGS
30 & 40 PSF LIVE LOAD, ibc 2003
PACIFIC METAL . BUILDINGS, INC.
101 NORTH STONE
SPOKANE, WASHINGTON 99202
I BY
DATE
DRAWING NO.,
REV.
REV BY DATE
DESCRIPTION OF CHANGE
DRAWN
CHECKED
PROJECT NO.
WAMBEKE
2006
12-24-05
SCALES N.T.S.
PMBI.IBC2003.06
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
alley
REVIEWED FOR ;ODE COM L NCE
SPOKAN E `vr LLE 1;J WING IVISION
�n�_ i1 z oL