2006, 10-18 Permit App: 06004079 Pole BldgProject Number: 06004079 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/18/2006 Page 1 of 2
Project Information:
Permit Use: 24 X 36 POLE BUILDING
Setbacks: Front
Site Information:
Plat Key:
Contact: KNODEL, LOREN K & CATHY M
Address: 18604 E MOUNTAIN VIEW DR
C - S - Z: OTIS ORCHARDS, WA 99027
Left: Right: Rear: Phone: (509) 892-3779
Group Name:
Project Name:
Name: Range
District:
Parcel Number: 55071.0403 Block:
SiteAddress: 18604 E MOUNTAIN VIEW A
Location:: CSV
Zoning: UNKN Unknown
Water District:
Area: 9,405 Sq Ft
Nbr of Bldgs: 0
Width: 0
Nbr of Dwellings: 0
Lot:
Owner: Name: KNODEL, LOREN K & CATHY M
Address: 18604 E MOUNTAIN VIEW DR
OTIS ORCHARDS, WA 99027
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Flood Plain
Released By: .
Building Plan Review
Originally Released: 10/18/2006 By: amblake
Released By:
Driveway/Approach
Originally Released: 10/11/2006 By: TMELBOU
Released By: - - - -
Septic Sys Review
Originally Released: 10/18/2006 By: amblake
Released By: -
Originally Released: 10/18/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 10/18/2006
Project Number: 06004079 Inv: 1
Application Date: 10/18/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Landuse/Zoning/HE Conditions
Permits:
Released'By:
Originally Released: 10/12/2006 By: cj janssen
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000
This Application:
Description Grp Type Notes Sq Ft Valuation
POLE BDLG U-1 VB 854 $16,226.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
0000
Total Project:
Sq Ft Valuation
854 $16,226.00
Totals: 854 $16,226.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
854 $16,226.00
Fee Amount
$279.25
$69.81
$4.50
Permit Total Fees: $353.56
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.
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount
$353.56
$353.56
Amount Paid
$0.00
Amount Owing
$353.56
$353.56 $353.56
$0.00 $353.56
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: AMB Printed By: AMB
Print Date: 10/18/2006
10/17/2006 14:07 5093241567 SRHD EHS
OCT 11 2006 13:16 FR TO 3241567
Project Nun tter: 06004079 lav; I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a
PAGE 01/01
P.01/03
Date: 10/11/20 1 of 2
Protect Jn formation;
Permit Use 24 X 36 POLE BUILDING
Setbaels: Front
Site info gIon:
Plat K:):
Left: Right Roar:
Contact: KNODEL, LOREN K & CAT
Address 18604 E MOUNTAIN VIEW DR
C - S - Z: OTIS ORCHARDS, WA 99027
Phone: (509) 892-3779
Group Name:
Project Name:
Name: Range
Parcrl, Number: 550710403 Block:
S tcAddress: 18604 E MOUNTAIN VIEW A
District:
Lot:
Owner: Name: ICNODEL, LOREN K & CATHY M
Address: 18604E MOUNTAIN VIEW DR
Location: CSV OTIS ORCHARDS, WA 99027
Zoning: UNKN Unknown
Water District Hold: 0
Area: 9,405 Sq Ft Width: 0 Depth 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
&viers ItJv_.�maltolt:stameianmer
Eli OW
Flotd Pterin
Bunt ng Plan Review
At. . e• vay/Approach
Sept( Sys Review
In lust/Zoning/RE Conditions
14cf.Bir. ,r.
Opera or: AAIB
Printed By. AMB
Print Date: 10/11(2006
OCT 17 2006 15:30 5093241567 PPGE.01
Project Number: 06004079 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/11/2006 Page 1 of 2
Project Information:
Permit Use: 24 X 36 POLE BUILDING Contact: KNODEL, LOREN K & CATHY M
Address: 18604 E MOUNTAIN VIEW DR
C - S - Z: OTIS ORCHARDS, WA 99027
Setbacks: Front Left: Right: Rear: Phone: (509) 892-3779
Group Name:
Site Information: Project Name:
Plat Key: Name: Range
District:
Parcel Number: 55071.0403
Block: Lot:
SiteAddress: 18604 E MOUNTAIN VIEW A
Location:: CSV
Zoning: UNKN Unknown
Water District:
Area: 9,405 Sq Ft
Nbr of Bldgs: 0
Review Information:
Width: 0
Nbr of Dwellings: 0
Owner: Name: KNODEL, LOREN K & CATHY M
Address: 18604 E MOUNTAIN VIEW DR
OTIS ORCHARDS, WA 99027
Hold: ❑
Depth: 0 Right Of Way (ft): 0
wa la,
Review
Flood Plain
Released By:
Building Plan Review
Released By: 'i�Nl t 0'
a C=
Driveway/Approach
Released By:
Septic Sys Review
Released By: -
Landuse/Zoning/HE Conditions
Released By
Operator: AMB Printed By: AMB
Print Date: 10/11/2006
�n,h Permit Ceater
Spo re 11707 E Sprague Ave, Suite 105
alle
�17pY Spokane V=alley, �a�A 9 (S09)688-0036 rAX:(509)9206688-0037
Community Develcpmeat , .v.st'okanevail v er,.cma
Residential Construction
Permit Application
PERMIT NL1MER:
PERMIT FEE:
41 pig
o New Construction
o Addition/Remodel
o Other:
%Accessory Bldg
o Deck
SITE ADDRESS 18oa I f 1L VlQlc flop.
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building bwner
,/ nn
Name. �,e_rm Til A'
Address: IStCbLA n/ -1 bQ,IA) TkSP
City: ( SV Zip: GQD a.'7
Phone: $9a-3`%79Fax:
°Contact Person
Name- ,_Dv_ir\
Phone:
Describe the scope of work in detail:
a4 y.,3co ? >z � buudt
.Contractor -.2.'';.
DIMENN�SIQ��
Name: c_
TOTAL HABITABLE SPACE:
Address:
21 FLO�`O--R SQ. FTG:
City:
Zip:
Phone:
Fax:
Lie No:
Exp. Date:
City Business Lic No:
CONSTRUCTION TYPE:
Cost of Project:
$ 11, ON)
*************The following MUST be complete. write N/A if not a'haw *
)*********************
HEIGHzTO PEAK:
DIMENN�SIQ��
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
21 FLO�`O--R SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE�5�. FTr:
`�
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
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 >14 Qfs LF %�iv a � Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED WS/2M5
❑ Other
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ 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.
O 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
o 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
L 2 `J z 1‘,) eru�c w oh; e PK -e P/a
Lar/ Cra.I.J4 rJ PLANNING DEPT. APPROVED
14,.1 D I , ,
DATE: I(11)/6L,
•
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/10
etc
-� $
;
CCLI
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C Y�.� A.Q �-
k
b
TREATED POST
- 16d GAL V.
NAILS
2' X 6' GIRT (FLAT)
TYPICAL GIRT CONNECTION
NOTES FOR FLOOR PLAN
INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
S GABLE WALL POSTS - 6' X 6' TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FOOTING DIMENSIONS, B + 1' 8'1 D = 3' 0'
MAXIMUM POST SPACING 12' 0'
ISD PURLINS @ 24' ❑.C., BEARING OR
JOIST HANGERS (TYPICAL)
f7
w
2 M
.0 Q 1-
(n
U- Z O
Z w
N)- J v a DOUBLE TRUSSES
/a / -_0_ -g1
to
za a zuu
a J 0
_10 K J ce J
CC J 0- D
•> 0_101-
11.w
1 •0> 0 ;p J D o o A
p J 1 x 1 Ni.
xW NV/ N x
d
NV ND
o_ w
w 00
(.10 2v
min
t n
SPANS 12' TO 60'
EACH GIRT
SEE
DETAI L
DOUBLE TRUSSES
3'
SINGLE TRUSS
\-® \-®
PLAN VIEW
(SEE
DETAIL
N.T.S.
---E
PURLIN CONNECTI❑N METHODS:
A). PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STANDARD
SIMPSON JOIST 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) 16d NAILS
ON CONNECTI❑N METHODS
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INTO
EACH TOP CHORD MEMBER
Z
f
J
0
U LJ
LO J
Z D
1-1
F-Laj
F1
= O
U
N
W
W
(n
4
NOTES FOR SECTION A -A
Sl TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
S2) TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' O.C., 10' BAYS
2' X 6' @ 24' O.C., 12' BAYS
DF -L #2 GIRTS FLAT @ 24' 0. C.
0 CONCRETE FOOTING, SEE SCHEDULE
SS 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.
5
SEE
DETAIL
2
SEE FOOTING
DETAIL laBigt
BUILDING SECTION A -A
N.T.S.
12
4300
tot -
stet,
1
1
1
1
1
1
20' 0' MAXIMUM
1
1
1
1
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
NT S.
NOTES FOR FRONT ELEVATION
SI 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
0 2' X 10' HEADER
S3 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2
2' X 6' GIRTS @ 24' O.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
LIN
IHoflcr'QN
41) I`U
12.
'UNNET,c02)NEer,
ON
S6
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
(S3) 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.
S5 WOOD POST, SEE POST/FOOTING SCHEDULE.
S6 4 - 40d GAL V. NAILS IN PRE -DRILLED HOLES
OR 3/4'0 MACHINE BOLT
S7 SOLID BLOCKING AT CONNECTION POINTS.
Se TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
S9 2' X 6' OR 2' X 8' TOP GIRT
S9 4 - 16d NAILS OR 3/4'0 M. BOLT
4 12 \\�vY�`'
iz
_■E_ 1
I�1
1�1
1.'
DOUBLE OVERHEAD DOOR ❑PTI❑N
DETAIL 1 - TRUSS COLUMN OPTIONAL FRONT ELEVATION
CONNECTION, PURLIN SUPPORT N.T.S.
N.T.S.
cU
1"
111
- 1601 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
S1 TREATED POSTS AS SIZED PER SCHEDULE
v2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
S3 UNDISTURBED S❑IL
FOOTING DETAIL
8 - 16d NAILS
GABLE END TRUSS
N.T.S.
2' X 6' X 18'
BOLTING BLOCK
2' X 6' X 18°
BOLTING BLOCK
SINGLE SLIDING DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
12
N.T.S.
3068 MANDO❑R OPTI❑N
OPENING
ll =IL7
OPTIONAL FRONT ELEVATION
N.T.S.
16d NAILS
CORNER POST
DETAIL 3
1601 NAILS
TYP, GABLE END
TRUSS CONNECTION
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
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
04 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
NOTES FOR DETAIL 2- KNEEBRACE
S1 TRUSS TOP CHORD, DESIGN Bl OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6' DF -L #2 EACH SIDE
S4 WOOD POST, SEE POST/FOOTING SCHEDULE
SS 4 - 16d GALV, NAILS, EACH SIDE
1). KNEE BRACE REQUIRED WHERE
SHOWN ON P❑ST/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.
DETAIL 2 - KNEE BRACE
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 I5 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 COLIFORM 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 /307. METAL PANELS MAY
BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0
ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TD 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 DRAWINGS IS
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. Od 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
S
S2
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING
S1 GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10' 0' D.C.
CO 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
N.T.S.
OVERHEAD DOOR
OPENING
]�1�1
11111111 1
11!
SLIDING DOOR
OPENING
TYPICAL SIDE ELEVATION
N.T.S.
NOTES FOR SIDE ELEVATION
Sl 2' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS
SHEATHING REQUIRMENTS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED'
• ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS' #10 x1 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 MINLMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED'
• ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS' 010 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
DIAPHRAGM SCREWS e ENDWALL BASE GIRT ACROSS
ENDWALL ODOR HEADERS 6 GABLE END TRUSS TOP CHORD,
EAVE & RIDGE PURLINS ON ROOF
DOTED PHOVEREWS, TYPICAL SCREW PATTERN, EXCEPT AS
STEEL SHEETING SCREW PATTERNS
N.T.S
EXPIRES 12/29/07
POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD
CONCRETE
SPACING
VOLUME, YD3
-0" 0.20
0.20
00' 0.20
0-0' 0.20
0.24
0' 4"
0.24
0•-0.: - 0,27
0.29
20,. - -- --- - 0.29
0.29
0.29
0.29
2 0" 0.29
2.-0:. 3.2" 0.35
POST
SPA
10
1
18-0"
1
1
12-0"
-1
12-0"
12-0"
12-0"
1
1
COLUMN
8'4"
10:-0"
12'-0"
14-0"
16•-0•
18'-U"
20'-0"
10'-0'
12'4"
14'4'
18'-0"
20'-0"
WXD
6" X 6"
6" X 6"
6"X 6"
6"X 6" W/2 X 6"
6"X 8"
6"X 10"
6" X 10"
6" X 6"
sX6W/zx6
6" X 6" W/2" X 6"
6 X 8" W12 X 6"
6" X 8" W/2" X 6"
6" X 10" W/2" X 6"
FOOTING
"B" DIA.
18"
18"
18"
18"
20"
20"
21"
26"
26"
26"
26
26"
26"
26"
3'-0"
3,-0"
3'-0
3'-9"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0
3'-0
KNEE BRACE
REQUI RED
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
SPACING
WXD
"B" DIA.
REQUIRED
CONCRETE
VOLUME, YD.
10'4"
10'-0"
10'-0'•
12'-0"
14'-O"
16•-o"
22'-0"
24-0"
6"X6"
6" x s'•
6" X 6" W/2" X 6"
6" X 6" W/2" X 6"
6" X 8" W/2" X 6"
6"X 8"W2" X 6"
6" X 10" W/2" X 6"
6" X X 12"
26"
26"
26"
26"
26"
26"
26"
26"
26"
3.4•'
3'-0"
3•-0"
3'4"
3'4"
NO
NO
NO
NO
NO
NO
NO
NO
NO
0.29
0.29
0.29
0.29
0.36
0.36
0.36
0.36
0.38
12-0"
120
12-0"
12-0"
120
12-0"
12-0"
120
12.0"
10'-0
12-0
14'-0
16'-0
18'-0
20'-0"
22'-0
24-0"
6" X 6"
6" X 6"
6 X6 W/2" X 6"
6" X8
6"X 8"W/2"X 6""
6 X 10"
6" X 12"-_-_-
6 X12"W/2"X6"
6"X12"
28"
28"
28"
28'
28"
28"
28"
28"
28"
3'-0'
3'-0'
3'-0"
3'-0"
3'-0 •
3'-0"
3'4"
3'-2"
3:-6„
NO
NO
NO
NO
NO
NO
NO
NO
0.36
0.35
0.35
0.41
0.41
0.41
0.41
0.43
0.48
POST/FOOTING SCHEDULE 36' SPANS, 30 8.40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
WXD
"B" DIA.
"T'
REQUIRED
VOLUME, YO3
10'-0"
10-0
18-0"
10-0
10.0
10'-0"
14'-0
16.-0
18'-0
20'-0
22'-0
24'-0"
6" X 6"
6 X6"W/2X6"
6" X6"W /z X6"
6"X8"
6 X 8"W/2" X 6"
6" X 10"
6" X 10" W/2" X 6"
6" X 10" W/2" X 6"
28"
28"
28"
28"
28"
28"
28"
28"
28"
3'4"
3'-0"
3'-0'
3'4"
3'-0"
3'-0"
3'-0"
3'-0"
3'-2"
NO
NO
NO
NO
NO
NO
NO
NO
YES
0.36
0.36
0.36
0.36
0.41
0.41
0.41
0.41
0.43
12-0"
-1241-
124'
2-0_12-0"
12-0"
124"
120"
12-0"
12-0"
12-0"
10'-0
12'-0
14'4"
16'4"
18'4"
20'4"
22'-0"
24'-0"
6 X6•
6 X6'
6"X6"W/2"X6"
6"X8"
6" X 8" W/2" X 6"
6 X 10"
6" X 10"W/2" X 6"
6" X 12"
6" X 12" W/2" X 6"
32"
32"
32"
32"
32"
32"
32"
32"
32"
3'-0'
3'4"
3'4"
3'4"
3•-0
3'4"
3,-0"
3'-2"
3:4::
NO
NO
NO
NO_
NO
NO
NO
NO
NO
0.44
0.44
0.44
0.44
0.44
0.44
0.44
0.47
0.49
POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
WXD
"B' DIA.
REQUIRED
VOLUME, YD3
10'-0"
10'-0"
10'-0"
10,-0"
10'-0"
10'-0"
10'-0"
8'4"
10'-0
12'-O"
14'-0"
16'-O"
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 6" W/2" X 6"
6""
6" X 8"
6"X8"W/2"X6
6"X8"W/2"X6"
6" -_.-----
6" X 10"
6" X 10" Wit" X 6"
6" X 12"
30"
30"
30"
30"
30"
30"
30"
30"
30"
30"
3'4"
3'4"
3'4"
3'4•'
3'4"
3.-0"
3,-0'•
3'4"
3'-0'•
3'-2"
NO
NO
NO
NO
NO
NO
NO
NO
YES
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.43
12-0"
12-0"
12-0"
124"
12-0"
12-0"
12'-0"
12-0"
12-0"
8'-0"
10'4"
12'4"
14'-0'
16'-0
18'-0
20'-0"
22'-0"
24-0"
6" X 6"
6" X 6.:---_..._._
6 X 6" W12" X 6"
6" X 8" W/2" X 6"
6" X 10"
6"X10"W/2"X6"
6" X 12"
6" X 12" W/2" X 6"
33"
33"
33'
33''
33"
33"
33"
33"
33"
3'-0"
3'4"
3'-0
3'-0'
3'4"
NO
NO
NO
NO
NO
NO
NO
NO
NO
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.49
0.67
POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
WXD
"B• DIA.
REQUIRED
VOLUME, YD3
10'-0"
10'-0"
10.-0"
10 -0"
10'-0"
10'-0"
10'4"
10'-o"
W-0"
10'-0"
12'-0"
14-0"
16'-0
16'-0,'
18'-0"
20'-0"
22'-0"
24-0"
6" X 6"
2"-
6"X6"Wl2"X6"
6_X6"W/2"X6"
6" X 8"
6" X 8" W/2" X 6"
6" X 8" W/2" X 6"
6"X 10"
6" X 10" W/2" X 6"
- .
s" X 12" N//2" X 6"
34"
34"
34"
34"
34"
34"
34"
34-
34"
34'
3'4"
3'4"
3'4"
3'-0
3'-0"
3'4"
3'-0'•
3'4"
3'4"
3'4"
NO
NO
_.._- NO._.
NO
YES
NO
NO
YES
NO
YES
0.65
0.56
0.65
0.65
0.55
0.66
0.66
0.55
0.56
0.55
124"
124"
12-0"
12-0"
12-0"
12-0"
12-0"
12-0"
12-0"
10'-0"
12'-O"
14'-0
18'-0
20'-0
24'-0
6" X 6"
6" X 6" W/2" X 6"
6" X 6" W/2" X 6"
6"X8" _.
" -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" W12 X 6"
36"
36"
36"
36"
36"
36"
36
36"
36"
3'4"
3'4"
3'-0"
3'4"
3'-0
3'-0
3'-2
3'-2"
N'O
NO
NO
NO
NO
YES
NO
NO
NO
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.66
0.66
POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 8.40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
WXD
"B" DIA.
"T"
REQUIRED
VOLUME, YD3
10'-0"
10.0
10-0
10'-0"
10'-0"
10'M"
10'-0"
todhir
8'-0"
10'-0"
12.-0
14'-0
16'-0
22'-0"
24-0"
6" X 6"
6" X6
6 X6 W/2 X6"
6" X8 W/2"X6"
6" X 10"-
6" X 10" W/2" X 6"
6"X 10"W/2"X 6"
6"X12" - ---
36"
36"
36"
36"
36"
36"
36"
36"
36"
3.-0"
3'-0"
3-0
3'-0
3,4"
3'-0'•
3'-0"
3'-0"
3'-2"
NO
NO
NO
NO
NO
NO
YES
NO
YES
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.66
12-0"
12-0"
12-0"
12-0"
12-0"
124"
124"
12-0"
12-0"
10'4'
12'-0
14'-0
16'-o"
18'4"
20'-O"
22'-0"
6"X6"
6"X6"W/2"X6"
6•X8"
6"X8"W/2"X6"
6" X 8" W/2" X 6"
6"X10" -
6" X 10" W/2" X 6"
2
6"X12"VIIl2"X6:.
6" X 12" W/2" X 6"
40"
40"
40"
40"
40"
4o„
3'-0"
3'-0"
3'-0'
3'4"
3'4"
3'4"
3'4"
3'-0"
3'-2"
NO
NO
NO
NO
NO
NO
NO
NO
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.73
NOTE:
. 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 p2 POSTS.
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X
3'-O" 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
Daniel Warlbeke P. E.
2913 E. 61st Court
Spokane, WA 99223
Telephone' 509-443-6186 Fax' 509-448-6582 e-mail dwanbeke@rlsn.corn
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
BY
DRAWN
WAMBEKE
EV
BY
DATE
DESCRIPTION OF CHANGE
CHECKED
DATE
12-24-05
DRAWING NO.'
PMBI.IBC2003.06
PROJECT NO.
2006
SCALE' N.T.S.
SHEET' 1 DF 1
REV.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CIrycopy
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY SUI NQS DMSION