2006, 08-09 Permit App 06003129 Pole BldgProject Number: 06003129 Inv: 1
Application Date: 8/9/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 40 X 50 POLE BULDING
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Parcel Number: 55182.2745
icT
Block:
Contact: EXCALIBUR STEEL STRUCTURES INC
Address: PO BOX 14991
C - S - Z: SPOKANE, WA 99214-0991
Phone: (509) 921-1300
Group Name:
Project Name:
Lot:
District: East
SiteAddress: 17305 E BROADWAY AVE Owner: Name: MARKHAM HOMES, INC
Address: PO BOX 610
Location:: CSV LIBERTY LAKE, WA 99019
Zoning: UR-3.5 Urban Residential 3.5
Water District:
Hold: ❑
Area: 20,090 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
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions
'1 / Lr
,Sewer Review
Released By:
Permits:
Operator: AMB Printed By: AMB Print Date: 8/9/2006
08/28/2006 13:29 5093241567
AUG 25 2006 11:17 FR
SRHD EHS
PAGE 01/01
T0.3241567 P.01/03
Site Infong#io ;
Plat Kny_ Name: t 5
Paces 4 Number. 55182.2745 Block:
3 teAddress: 17305 E BROADWAY AVE
Project Nor b.r: 06003124 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project lnf !Tuition:
Permit Use: 40 X 50 POLE BULDING
Date: 8/9/2006 Page 1 of 2
menmemmeeeminnee
Contact: EXCALIBUR STEEL STRUCTURES INC
Address: PO BOX 14991
C - S - Z: SPOKANE, WA 99214-0991
Setbacks: Front Left: Right: Rear. Phone: (509) 921-1300
Group Name:
Project Name:
Location:: CSV
Zoning: UR-3S Urban Residential 3.5
Water District:
Area: 20,090 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Inlermation:
g-{%p- 01-Q4-
District: East
Lot:
Owner: Name: MARK FIAM HOMES, INC
Address: PO BOX 610
LIBERTY LAKE, WA 99019
Hold: E
Depth: 0 Right Of Way (ft): 0
tie Vallioakaliaaitsealisas
&MICtY
BuOd ng Plan Review
Dm cway/Approach
itliessedtiy`
Land ase/Zening/HE Conditions
17I4tk/,e��/ 4 ���.e0., y �/r r . ._..fie .
_ is "Cc--
Q
ieW
amsga ,.
g1oloio L/l;t.E'tc�- uS( 5rnnt l itimaszha- - Q tieui
Oporxttr. AMB Printed By: AMB
Print Date: 8/9/2006
AUG 28 2006 14:50
5093241567 PAGE.01
Spokane
`._.Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www. spokanevallev.org
Residential Construction
Permit Application
/Of c
AUK 8
Ul
PERWT FEE:
El New Construction ❑ Accessory Bldg
❑ Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS I730S E..Q����'� •(
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building Owner:
I
Name: Mac Is ka rv.._ .a.,Nti, 5
Address: 1 730 S 'E. . g [' o a ..v
City: a �a,..-e Cii State: j A Zip: 4r"10 Ko
Phone: 9 Z? - ) y 37 Fax:
Contact Person
Name: Pa.._\ Yo
Phone: cZ 1 _ 13 00
Describe the scope of work in detail:
Contractor:
Name:
Ecca.l'. b.,r Si.e..,_l Sly-, cA-t.s..re s .
)—Lvi-c
Address: 14 9 `i 1 k'- c, Q 0X
City: Sr z k.V d (ter State: >� A Zip: 'N a t ti
Phone:RZ1-130e \ Fax: q21—t,z,--7t8
Contractor Lic No: Exp Date: Z... Z S-_
EXCAL55 cooCSB
City Business Lic. No:
Cost of Project: $
Pole b.-&_; vLe-1 _ Ac s- - -
**************The following MUST be complete write N/A if not apnlicablel**********************
HEIGHT TO PEAK:
22 S
DIMENSIONS:
cioxsoxly
# OF STORIES:
/
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
2oOO T2—
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
Po s 4- Fr a.. •..je<
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 Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
❑ Check
Date
❑ Mastercard ❑ VISA
Expires: VIN#:
coossoValley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax 509.921.1008 ♦ cityhaLLespokanevaliey.org
Residential Plan Submittal Minimums
D 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.
D 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.
o Smoke detector locations
❑ 225 X 30" attic access location
O 18- X 24" crawl space arcs Qs:
o One -hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
o Roof framing plan and details
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
Foundation plan
❑ Insulation information
08/18/2006 14:08 FAX 509 927 2816
MARKHAM HOMES
e 002/002
�i
a
114.00
P L N,DE APPROVED
BY=
DATE
39'
3A\
40' X 50'
BA 'S TION
Lot�
0
�i" fA v 1J
20,090 sq.ft.
17305 E. BROADWAY
s
AL3E�
N 89°59'33" E '114.00'
N 0014'26" W
LEGEND
0 10 20
40
60
= LOT BOUNDARY
— — -- — = 8' BORDER EASEMENT
10' UTILITY EASEMENT
SCALE IN FEET
momwm
P.0 BOX 610
LIBERTY LAKE, WA 990191
(509) 927-1437 1
RUG 18 2006 15:35
509 927 2816 PRGE.02
Page 1 of 1
17216
0
0
17303
17306
17307
.7316
City
17-222
:7133
Rr¢�;ylti3y.
ofSpo ane Valley
17306 17316 17320
17317
17405
17404
T
,71
EAtt
1711a
720
710
17111
17221
17204
17123
7,123
174"'
17410
'_28
17416
..^.9
813
—
17722
http://dorado/mox42/index.cfm?action=mox42 broker imagestream
08/08/2006
Links "
Fila Edit View Favorites Took Help
0 Back • .;) ' LJ h1 ,(,) I , P Search >{ Favorites
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Address I[J http://dorado/mox42/index.cfm?action=mox42_if_frameset
' it ea _
11 r Irnagery 2003 NAIP
Ri r Irnagery 2004 DNR
[11 r r Imagery 2004 High -Res
(+1 r F7 Irnagery 2005 High -Res
141 r r Irnagery High -Res Bnd
n r r Intersections
141 r 17 Lakes & Rivers
rq r r Major Roads
FFI r r Municipalfties (Valley)
(+7 r i✓ Parcel Streetnumbers
RI r r Parcels
L+l r r P• arks (Valley)
C+l r r Police Stations
f+l r r P• recincts
n r r R• ailroads
(+t i✓ r R• oads
Done
Local intrane
Friday, Aug 11, 2006 10:24 AM
< z
73os� E. r c.dw
Proposed
LID x5a), Iy
Skop
62'
0
176..t2•
S5
TYPICAL ` TRUSS BOTTOM CHORD
NOTES FOR TRUSS BOTTOM CHORD BRACING
Si GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 GABLE END POST
S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C.
S5 2' X 3' BLOCK WITH 4 - 10d
NAILS TO BOTTOM CHORD BRACE
0
00
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'
te PURLINS @ 24' ❑.C., BEARING OR
JOIST HANGERS (TYPICAL)
USE 2'X 6' PURLINS
USE 2'X 6' PURLINS
SEE
DETAIL
1
40 PSF LIVE LOAD
@ 24' ❑:C. - TYPICAIL
0
0
40 PSF LIVE LOAD
•
(1J
SPANS 12' TO 60'
DOUBLE TRUSSES
0
z
JQ
o
CO
X J
ttJ
N
w -
o
J
tiN
J >-
ce
a_I
•
tj
C]
x1-
(U tU
wGU
SEE
DETAIL
w
LD
DOUBLE TRUSSES
PURLIN C❑NNECTION METHODS!
A), PURLINS MAY BE HUNG
OFF THE TRUSS TOP CHORD
FACES W/ STD.
SIMPSON J❑IST 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) 16dNAILS.
tON CONNECTI❑N METHODS
'B' AND "C', TOENAIL
BACK SIDE IF PURLIN
W/(1) 16d NAIL INT❑
EACH TOP CHORD MEMBER
SINGLE TRUSS 54,
PLAN VIEW
NOTES FOR SECTI❑N A -A
Si TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
5Qi-ed TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' ❑,C., 10' BAYS
2' X 6' @ 24' ❑,C., 12' BAYS
DF-L #2 GIRTS FLAT @ 24' ❑,C.
Q CONCRETE FO❑TING, SEE SCHEDULE
S5 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
WO❑DFAST TEKS,
N,T.S,
SEE
DETAIL
DETAIL
BUILDING SECTION A -A
DETAIL 1 TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
NOTES FOR FOOTING DETAIL
TREATED POSTS AS SIZED PER SCHEDULE
VIBRATE OR ROD CONCRETE TO ❑BTAIN
FULL BEARING
c) UNDISTURBED SOIL
•
FOOTING DETAIL
TREATED POST
SINGLE OVERHEAD DDDR DPTIDN TYPICA
FRONT ELEVATION
NOTES FOR FRONT ELEVATI❑N N.T.S
54 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
0 2" X 6' GIRTS @ 24" O.C., 10' BAYS, DF-L #2
2" X 6" GIRTS @ 24" O.C., 12' BAYS, DF-L #2
0 2' X 8" FACIA BOARDS
0 TREATED WOOD POSTS, SIZED PER SCHEDULE
0 TREATED 2" X 6" BOTTOM GIRT
OR TREATED 2" X 10" BOTTOM GIRT
II
o-‘
BRACING
N,T.S,
16d
N.T,S.
EACH 1GIRT ALV. NAILS
2'X6'OR2'X8'
GIRT <FLAT>
GIRT CONNECTION
NAILS
GABLE END TRUSS
16d ` NAILS
2'X6">X18"
B❑LTING 'BLOCK
1601 NAILS
2' X 6" X 18'
BOLTING BLOCK
DETAIL 3
TYP, GABLE END
TRUSS C❑NNECTI❑N
USE B❑LTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
1
PURLIN� OD 'A'
A' %ON
NOTES FOR CONNECTI❑N DETAIL
S1 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) 1�6d
NAILS EACH SIDE,
S4 MANUFACTURED TRUSS - NAIL TO EACH
SIDE OF POST WITH 4 - 16d NAILS
ON TOP NAILING BLOCK
0 WOOD POST, SEE POST/FOOTING SCHEDULE,
04 - 10d NAILS
S❑LID BLOCKING AT CONNECTION POINTS.
TYP, PURLIN, SEE FLOOR PLAN FOR SIZE
0D 2' X 6' OR 2' X 8' EAVE GIRT
10 KNEE BRACE, IF REQ'D, SEE POST SCHEDULE
AND DETAIL 2
ii 2' X 6' X 24' OR 2' X 8' X 24' BLOCK
10 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
3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' & 30'
4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 40'
5 3/4' 0 M. BOLT @ BOLTING BLOCK - 50'
6 - 3/4' 0 M, BOLT @ B❑LTING BLOCK - 60'
4 - 16d NAILS
DOUBLE OVERHEAD DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
N.T.S.
SINGLE SLIDING DOOR ❑PTION
OPTIONAL FRONT ELEVATION
N.T.S,
3068 MAND❑❑R ❑PTIDN
1
OPTIONAL FRONT ELEVATION
N.T.S.
12
DETAIL 2
KNEE
BRACE
N.T.S.
NOTES FOR DETAIL 2-"KNEEBRACE
S1 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
0NAIL BOLTING BLOCK TO POST
BRACE WITH 8 - 16d NAILS
S9 4 _ 10d NAILS`'
NOTES!
KNEE BRACE REQUIRED WHERE
SHOWN ON POST/FOOTING SCHEDULE,
BRACE NOT REQUIRED AT GABLE END TRUSSES,
(
BUILDING SPECIFICATIONS!
GENERAL - ALL BUILDING C❑NSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE
INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE
SPECIFICATIONS AND PLANS ARE DESIGNED FOR 30 OR 40 PSF LIVE (SNOW) LOAD, 85 & 90 MPH
WIND SPEED, EXPOSURE B AND SESMIC 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.
❑PENING * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAY, CLAYEY SAND AND
SANDY GRAVEL OR BETTER PER IBC TABLE 1804.2. LESSER SOIL CONDITI❑NS 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 INT❑ PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT DIP
GALVANIZED, 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
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 (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 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 OF WASHINGTON, 1'
TRUSS LOADING! TOP CHORD LIVE LOAD = 30 OR'40 PSF
TOP CHORD DEAD LOAD = 5 PSF 1"
BOTTOM CHORD DEAD LOAD = 1 PSF --'i
NOTES FOR SIDE ELEVATI❑N
S1 2" X 8' HEADER
0 2" X 10' HEADER FOR 10' & 12'
SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER
SLIDING DOORS
OVERHEAD DOOR
❑PENING
SLIDING DOOR
OPENING
TYPICAL SIDE ELEVATION
TRUSS WEB BRACING
INTERIOR OR GABLE END TRUSSES
NOTES FOR 'TRUSS WEB BRACING:
TRUSS DIAGRAMS WILL ❑F"TEN 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. O.C.
"X6"❑R2'X8'
L-BRACE
TRUSS WEB MEMBER
SECTION B-B
AT INTERIOR TRUSSES
0d NAILS @ 6" O.C.
' X 4"
L-BRACE
TRUSS WEB MEMBER
SECTION B-B
AT GABLE END TRUSS
SPLIT SLIDER DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATION
NOTES FOR ❑PTI❑NAL 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,
DOUBLE 2' X 6' KINGPDST
SS
N.T.S.
2 - 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
SHEATHING'REQUIRMEN]
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED'
* ROOF STEEL' 29 GAUGE GRAND -RIB III, 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 ENDWALI. DIAPHRAGM REQUIRMENTS ARE NEEDED'
* ENDWALL STEEL' 29 GAUGE GRAND -RIB II.. 36' WIDTH OR EQUIVALENT
* FIELD SCREWS' #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB)
* BASE GIRT, END TRUSS, AND DIIOR HEADER SCREWS' #14 x 1 1/2'
@ BOTH SIDES OF EACH MAJORRIB.
DIAPHRAGM SCREWS
DIAPHRAGM
DOOR HEADERS &WGABLEAEND TRUSACROSS CHORD,
EAVE & RIDGE PURLINS f7N ROOF
NNTED ABCIVEREWSJ TYP:; CAL SCREW PATTERN, EXCEPT AS
STEEL SHEETING SCREW PATTERNS
EXPIRES 12/29/07
POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF UVE 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"
COLUMN
"H"
8,-0"
_10'-0"
8'-0"
10'-0"
12.0"
20'-0"
WXD
6"xs"
6" X 6"
6" X 6".
6" X 6" W/2" X 6"
6"X8"
6"X10"
6" X 10"
6" X 6"
6" X 6"
6" X 6" W/2" X 6"
6"X6"W/2"X6"
6"X8"W1z'X6"
6"X s"W12" X 6"
6"X10"W/2"X6"
FOOTING
"B" DIA.
18"
18"
18"
18"
20"
20"
21"
26"
26"
26"
26,.
26..
_26"
26"
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.-2"
KNEE BRACE
REQUIRED
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF UVE LOAD
POST
SPACING
10%0"
10'-0"
10'-0"
10%0"
1 _0'-0"
10'-0"
COLUMN
..H.
8'-0"
1V-0"
_14-O"
16_'-0"
-1
22%0"
24.0"
WXD
6"X6
6" X 6"
6"X6"w/r'x6"
6"X6"W/2"X6
6"X 8" _
6"X8"W/2"X6"
6"X8"W2"5(s"
6" X 10" W /2" X 6"
6" X 12"
12-0"
12-0"
12.0"
12-0"
12-0"
12.0
12-0"
8'-0"
12'-0"
14'-O"
-fee
18'4'
20'4"
2z-o"
6" X 6"
6" X 6"
X 6"
6" X 8" W/2" X 6"
6"X10
6"X12"
6" X_12" W/2" X 6"
6" X 12"
FOOTING
"B" DIA.
"1"
26"
26" 3'-0"
26"
26" 3'-0"
26" 3'-2"
-"- 3r-0."
28., 3.40..
28" 3'-O"
?8" 3'.O„
28" 2803'-4"
28" 3'43"
28.
3'-2"
28"
KNEE BRACE
REQUIRED
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
0.41
0.41
0.41
0.41
0.41
0.41
0.44
CONCRETE
VOLUME, YD3
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.44
0.46
NO
NO
NO
NO
NO
NO
NO
NO
NO
0.47
0.47
POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF UVE LOAD
POST
SPACING
_12-0"
12.0'"
12-0"
12-0"
12-0"
12-0"
12-0"
FOOTING
"B' DIA.
2828"
28"
_28"
28"
28"
28"
28"
COLUMN
14.-0"
22'4"
24%0"
WXD
6" X 6"
6" X 6"
6" X 6" W/2" X 6"
6"X6"W/2"X_6„
6" X 8"
6" X 8"W/2" X 6"
6"X10"
6" X 10" W/2" X 6"
6" X 10" W/2" X 6"
3'-0"
3'-0"
3'-0"
3'-0"
KNEE BRACE
REQUIRED
3'-0"
3'-0"
3'-0"
3'-0"
31.011
NO
NO
NO
NO
NO
NO
NO
0.47
0.47
0.6
0.66
CONCRETE
VOLUME, YD3
0.47
0.47
0.47
0.47
0.47
NO
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF UVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
REQUIRED
6" X 6" W/2" X 6" 30"
6" X 10" W/2" X 6" 30"
6" X 12"
330
6" X 6"
6" X 6"
NO
NO
0.60
0.62
0.62
0.62
0.62
0.62
0.82
0.62
0.66
0.61
CONCRETE
VOLUME, YD3
0.66
0.65
NO
NO
YES
NO
NO
NO
NO
YES
NO
NO
NO
0.66
0.65
0.66
0.66
0.65
0.65
0.65
0.58
0.66
0.66
0.66
0.86
0.66
030
0.72
POST/FOOTING SCHEDULE 48' TO 67 SPANS, 30 & 40 PSF UVE LOAD
POST
COLUMN
6" X 6"
it' Wilke-
dcciw-
12-0"
34"
KNEE BRACE
REQUIRED
NO
NO
NO
NO
YES
NO
NO
YES
NO
YES
NO
NO
NO
NO
YES
NO
NO
NO
CONCRETE
VOLUME, YD3
0.70
0.70
0/0
0.70
0.70
0.70
0/0
0.70
0/0
0.70
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.83
0.83
POST/FOOT1NG SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF UVE LOAD
POST
SPACING
uNr
19'47-
12-0"
12-0"
COLUMN
FOOTING
KNEE BRACE
REQUIRED
6" X 6"
6" X 8"
6" X 6"
6" X 10" W/2" X 6"
36"
36"
36"
40"
40"
40"
31.011
401.
40111
40"
4011
40"
31.011
NO
NO
NO
NO
NO
NO
YES
NO
YES
NO
NO
NO
NO
NO
YES
NO
CONCRETE
VOLUME, YD3
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.83
0.97
0.97
0.97
0.97
0.97
NO
NO
0.97
0.97
0.97
1.03
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 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 1 Elnis X
3'-0" DEEP FOR WALL HEIGHTS TO 161-0". 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
A CONCRETE FLOOR, INCREASE FOOTING DIAMETER X 2" & FOOTING
DEPTH X 4".
WAMBEKE E:NGINEERING
2913 E. 61st Court
Spokane, WA 99223
Daniel Wambeke, P. E.
STRUCTURAL DESIGN FOR POST FRAME BUILDINGS
12' TO 60' SPANS, 30 8c 40 PSF LIVE LOAD, 2003 IBC
EXCALIBUR STEEL STRUCTURES, INC.
P. O. BOX 14991
SPOKANE, WASHINGTON 99214-0991
BY
DRAWN
WAMBEKE
CHECKED
REV BY DATE DESCRIPTION OF CHANGE PRI3JECT 2006
DATE
DRAWING NO.1
A
SCALE' N,TS,
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTION'S
REVIEWED FOR C DE COMPLIANCE
SPOKANE VALLEY UIL ING DIVISION