2006, 06-12 Permit App: 06002224 Pole Bldg Project Number: 06002224 Inv: 1 Application Date: 6/12/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
Permit Use: 30 x 36 pole building Contact: STATLER,DUANE
Address: 2002 N VISTA RD
C-S-Z: SPOKANE VALLEY,WA 99212
Setbacks:Front Left: Right: Rear: Phone: (509)435-7718
Group Name:
Site Information: Project Name:
Nmatr.,.4w. 40,32.Mabt-,MWMWsr -. e
Plat Key: 002872 Name: WEST VALLEY ADD NO 7 District: E
Parcel Number: 45074.0348 Block: Lot:
SiteAddress: 2002 N VISTA RD Owner:Name: STATLER,DUANE
Address: 2002 N VISTA RD
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: AGSUB
Water District: Hold: ❑
Area: 1.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information: .
Review
Building Plan Review Released By;
Originally Released: 6/12/2006 By: TMELBOU
Driveway/Approach Released By:
Originally Released: 6/12/2006 By: amblake
Landuse/Zoning/HE Conditions Released By:
Originally Released: 6/9/2006 By: cjjanssen
Sewer Review Released By:
Originally Released: 6/8/2006 By: amblake
Permits: x# ...
Operator: AMB Printed By: AMB Print Date: 6/12/2006
Project Number: 06002224 Inv: 1 Application Date: 6/12/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit - — —
Contractor: OWNER Finn: OWNER
Phone: (000)000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB OWNER 0 $9,500.00 0 $9,500.00
Totals: 0 $9,500.00 0 $9,500.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $181.25
ACCESSORY PLANS REVIEW 1 SELECT $45.31
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $231.06
Notes:
Payment Summary: ._
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $231.06 $231.06 $0.00 $231.06
$231.06 $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: 6/12/2006
Project Number: 06002224 Inv: 1 Application Date: 6/8/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
J. x +�.,..:, i .if�� .;:��»
Permit Use: 30 x 36 pole building Contact: STATLER,DUANE
Address: 2002 N VISTA RD
C-S-Z: SPOKANE VALLEY,WA 99212
Setbacks:Front Left: Right: Rear: Phone: (509)435-7718
Group Name:
Site In formation: Project Name:
Plat Key: 002872 Name: WEST VALLEY ADD NO 7 District: E
Parcel Number: 45074.0348 Block: Lot:
SiteAddress: 2002 N VISTA RD Owner:Name: STATLER,DUANE
Address: 2002 N VISTA RD
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: AGSUB
Water District: Hold: ❑
Area: 1.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information: lg. 21,01 lop..„20-ovamese,„mr_„wirl, tea
Review
Building Plan Review Released By: L.
Driveway/Approach Released By:
Landuse/Zoning/HE Conditions Cl ]
Released By: , , ,� `f=
Sewer Review Released By.
Originally Released: 6/8/2006 By: amblake
Permits: - .-44t,t VAMr :ttt ,tat;; .;.
Operator: AMB Printed By: AMB Print Date: 6/8/2006
&- P V �
SfaT, Permit Center , _
ilikane 11707 ', - PERMIT NUMBER: Da
40001.1FVY alle (509)68Spokane8-0036 Valley,
FAX:WA (509)688-0037 '99206 ..„ . th C Ilp r
i
Community Development www.spokanevalley.org.coni
j 2
Q82006CUA
Residential Construction Ne B , c io
® 11Bldg
Permit Application ❑ Addition/Remodel � issory❑ Dtck
o Other:
J ,
SITE ADDRESS Z b 0 7_, N r V / Scam. RI
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner Contractor
Name: D 14 A toe 5-4,1-/-4r Name: 62.V.,11-12---k
Address: 20 C'2 A), 0 i's+ gee Address:
City: 5lf c)14 Ne_ at l/ey Zip: `t Q 2--/ Z City: Zip:
Phone: 1/31:::77/V efa& Phone:
Fax:
Lic No: Exp.Date:
Contact Person
Name: V 1,4 A gJe_ S'Jt/ems City Business Lic No:
Phone: `/3 S-7 7/ C e /i
Describe the scope of work in detail: $
p Cost of Project: q f 0, ° I
**************The following MUM be complete: (write N/A if nota licable
)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
5oX 3(.4,,
MAIN FLOOR TO SQ. 2"D FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG:
AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: ( U -"O PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
DISCLAIMER
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 o -dditional information may be required to be submitted,and subsequently approved before
this application can be processed.
Signature y , //
� '�-' -�` � Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check 0 Mastercard 0 VISA
Bankcard#: ❑ Other
Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
pokane
.000` alle
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevatley.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.
O All header locations: type, size, and connections
❑ Foundation plan
O Insulation information
.4cj+ AJce_ L,;tre_
OE 11' '
of. 3o
PLANNING DEPT. APPROVED
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TYPICAL GIRT CONNECTION
V. NAILS EACH GIRT
(FLAT)
NOTES FOR FLOOR PLAN
(MINTERIOR 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' 8'1 D = 3' 0'
MAXIMUM POST SPACING 12' 0'
PURLINS @ 24' O,C„ BEARING OR
JOIST HANGERS (TYPICAL)
.
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10-0'
12-6"
16-U•
20-0'
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25"
26"
_20" "-
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26"
28"
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3•-0"
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3'11'•
3'-0"
3'-2"
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029
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429
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POSTTOOTING
o
30 &40 PSF
LIVE LOAD
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0-
NO
KNEE BRACE
CONCRETE
D
(40
W x D
Z)M
•T'•
�a
VOLUME YD
90'0"
10,_0':-
- .
10'-0"
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101-01,
In""
-10{0,-
_..._-
1u•-D'•
--
10'0"
0-U"
10.0:-
--
17.0'
14•-O'
is -u•
1040'
-2Q_0..-
----------
2r -a•
,
24'-0'
o- -
28"
26"
30"
"3•-0"
3'-0"
3' D"
T.D.
3'-0"
TV'
NO
_J
<
_
NO
NO
-- NO --
-
6' x 6"W!7' x 6"
6" X 6" W17' x 6•'
a• x li••
G' x B•' W17' X 6"
6" K G -_-WT x W
----
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- - - -- -
G'x 17'
- ----
�"
_26"_
26"
26" -
25�'_
Z
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tim
Z Q
NO
NO
d
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-
NO
-- -
438
J>-
0-0'
10-0•
17-0'
14'-0'
iG-0' -
10-0'
2Q-0•-
2740•
24'-0'
U
JU
29"
-- 2B"--
3.0"
3' 0"
T-0••
3'-0"
9'U"
3'11"
yr
3'-2"
3'6"
NO
- NO---
lr
2B'•
-
2B"
-2B"
-
2B"
- 281,
29"
1
NO
-
NO
- NO
-
NO
NO
NO
NO
POSTIFOOTWG SCHEDULE 36' SPANS
o
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Z l
COLUMN
U
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KNEE BRACE
CONCRETE
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10' 0" -
-- __-
_10•-0"
10""_
i0. 0"-
10.0"
_10' 0"
10'-0"
0 U•
10-0'
17.0
14'-O'
16-0'•
10-0'
20'-0'
27-0'
24'-0'
cu
Ld
LIJ
NO
LIJ VJ�
pW
jN
---
28"
28"
NO
6' x B"
6° __T x X_&_
e" X 16- 7G'-
6' K 10'• Wt2" X 6•
G' x 1G' Wf2" X 6'
mJ
12
EE
DE; AIL
SPANS 12' TO 60'
A A
DOUBLE TRUSSES
- - - - - - - - - -
w
LO
p
�1
iY
+___ OUBLE TRUSSE_- --�-
SINGLE TRUSS
PLAN VIEW
N.T.S.
PURLIN CONNECTION 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
INTO EACH PURLIN,
C). 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
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPORT
N.T.S.
cu
1"
1 H� Z - 16d NAILS
6, 8" OR
10 POST
z yv v S5 I III
NOTES FOR SECTION A -A 5 1
p SI TYPICAL PURLIN, SEE FLOOR III
u LJ PLAN FOR SIZE
L3 -i 52 TRUSS DESIGN BY OTHERS
Z S3 2' X 6' @ 24' O,C., 10' BAYS
- Q 2' X 6' @ 24' O.C., 12' BAYS
E3 = DF -L #2 GIRTS FLAT @ 24'0. 53 NAILING PATTERN F 0 R
0 S4 CONCRETE FOOTING, SEE SCHEDULE DETAIL
SS EXTEND POST TO TOP OF PURLIN 2
W ROOF FASTENED TO PURLINS WITH POST LAMINATIONS
1 1/2' LONG WOODFAST TEKS. NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER
WALLS FASTENED TO
GIRTS WITH 1' LONG AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
WOODFAST TEKS. .'.� i; LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
BUILDING SECTION A -A
71
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' 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
NOTES FOR FOOTING DETAIL
Si TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
0 UNDISTURBED SOIL ^
FOOTING DETAIL
N.T.S.
GABLE END
U-11-1 k:
NOTES FOR CONNECTION ITAIL
S1 TRUSS TOP CHORDS
TRUSS DESIGN BY TRSS MANUFACTURER
0 PURLIN SUPPORT STRT 2' X '4' X FULL
DEPTH OF TOP CHORIPLUS PURLIN,
NAIL PURLINS W/(3) 6d NAILS
S3 NAIL STRUT TO TOP HORD W/(3) 16d
NAILS EACH SIDE,
S4 MANUFACTURED TRUSSNOTCH POSTS
1-1/2' EACH SIDE TODROVIDE TRUSS SEAT,
SS WOOD POST, SEE POS/FOOTING SCHEDULE.
0 4 - 40d GALV, NAIL:IN PRE -DRILLED HOLES
OR 3/4'0 MACHINE BLT
S7 SOLID BLOCKING AT INNECTION POINTS.
S8 TYP, PURLIN, SEE FLOR PLAN FOR SIZE
59 2' X 6' OR 2' X 8' OP GIRT
SI 4 - 16d NAILS OR 3.4'0 M. BOLT
DOUBLE OVERHEAD DOOR ❑PTI❑N
OPTIONAL FRONT ELEVATIOk
mm N.T.S.
SINGLE SLIDING DOOR OPTION
OPTIONAL FRONT ELEVATION
N.T.S.
OPTIONAL FRONT ELEVATION
N.T.S.
16d NAILS
2' X 6' X 18'
BOLTING BLOCK Oe CORNER POST
E10r_Mw1i
2' X 6' X 18'
BOLTING BLOCI
DETAIL 3
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
SPLIT SLIDER DOOR OPTION
OPTIONAL FRONT ELEVATI
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
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
0
I
M
NOTES FOR DETAIL 2- 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 WOOD POST, SEE POST/FOOTING SCHEDULE
SS 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 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 (SQ), Fy = 80.0 Its].
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 A155'?, 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
NOIES FOR TRUSS WEB BRACING:
TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS pS
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.I_--40d NAILS @ 6' O.C,
X 6' OR 2' X 8' X 4'
L -BRACE L -BRACE
I �
TRUSS WEB MEMBER TRUSS WEB MEMBER
SECTION B -B
AT INTERIOR TRUSSES
SECTION B -B
AT GABLE END TRUSS
!G 51 S3 S2
a
S4
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
S1 GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10' 0' O,C.
S4 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
TYPICAL SIDE ELEVATION
NOTES FOR SIDE ELEVATION N.T,S,
S1 2' X 8' HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FDR 8' & SMALLER SLIDING DOORS
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
■ ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
w FIELD SCREWS, i;!0 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 HINIHJM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEED
■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVA.LF
■ FIELD SCREWS. #10 x 1 1/2' @ 9' O.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
-Ir4 (-
DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS
EAVEA6LRIDGE PURLINS ON ROOF END TRUSS TOP CHORD,
NOTED AE7VEREWS) TYPICAL SCREW PATTERN, EXCEPT AS
STEEL SHEETING SCREW PATTERNS
N.T.S
EXPIRES 12/29 �]
POST TOOTING SCHEDULE 12'-2,r SPANS, 30&40PSFLIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
'H"
W X D
••B•• DIA.
'T"
REQUIRED
VOLUME YD
10'-0"
10'-0"
90'-0'•
_101-01_
10'0"-
9-01
10-0'
12-6"
16-U•
20-0'
G'X 61•
6!'X6"
B"YI-B"
G• X 8•'-- -----
91 1G' `--
19"
1B"
18"
_20'_
21"
-2'I:•
3'.0"
3'0•'
3'•11"NO
T-0'_
9'-0"
3'0"- I
NO
(1211
420
2U
420
424
0.24
427--
NO
NO
_NO
NO
12-0"
12-0"-_
1241"
12-0" -
124'•
124"
12' 0"
B U•
10-0'
17-0•
14•-O'
1G-0'
10-0'
20-0' IW
6' x B••
G'X G•----
G' N 8'•WIT X G'
G• )( 6" WJ2" M G"
G'X B••W17'X G'
6• X B" WJZ' K 6•'
X 1G' W721' X 9'1
25"
26"
_20" "-
- 26'•
26"
28"
2611
3'-0•
3•-0"
3'.D'•--
3•-0"-
3'11'•
3'-0"
3'-2"
NO
NO----
NO --
429
(129--
029 -
029
- IL29
429
am
NO
NO
NO
NO
POSTTOOTING
SCHEDULE 311• SPANS.
30 &40 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
'H'•
W x D
"B" DIA.
•T'•
REQUIRED
VOLUME YD
90'0"
10,_0':-
- .
10'-0"
MID" -
101-01,
In""
-10{0,-
_..._-
1u•-D'•
--
10'0"
0-U"
10.0:-
--
17.0'
14•-O'
is -u•
1040'
-2Q_0..-
----------
2r -a•
,
24'-0'
6'x6"
G' x 6"
28"
26"
30"
"3•-0"
3'-0"
3' D"
T.D.
3'-0"
TV'
NO
1129_
0.29
_
NO
NO
-- NO --
-
6' x 6"W!7' x 6"
6" X 6" W17' x 6•'
a• x li••
G' x B•' W17' X 6"
6" K G -_-WT x W
----
G•x1o••Wrz"x6•
- - - -- -
G'x 17'
- ----
�"
_26"_
26"
26" -
25�'_
-
429
- CL29 --
NO
NO
d35
am
a95
--
ass
NO
NO
2s"
- ---3"
23"
---
s•-2"
9'•3"
-
NO
-- -
438
12-0"
- 12-0"
12-0"
-
12-0"
12.0"
-
12-0"
12-0"-_
_ 4124" -
12-0••
0-0'
10-0•
17-0'
14'-0'
iG-0' -
10-0'
2Q-0•-
2740•
24'-0'
6•x8••
G' N 6"
6' X 8"W!2' K B•'
G' X B" _
G'X B"WJ7'X 6•
-
G'k7G'
6" x 1T-- -
6`X 12" Wt2" X G•
6•x12' 1-29"
29"
-- 2B"--
3.0"
3' 0"
T-0••
3'-0"
9'U"
3'11"
yr
3'-2"
3'6"
NO
- NO---
am
-- a35-
1135
_ 441
1141--
-
441_
641
IL43--
a48
2B'•
-
2B"
-2B"
-
2B"
- 281,
29"
1
NO
-
NO
- NO
-
NO
NO
NO
NO
POSTIFOOTWG SCHEDULE 36' SPANS
30 &40 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
'H••
W N D
"B" DIA.
"F'•
REQUIRED
VOLUME, YD
1U' U'•
10' 0" -
-- __-
_10•-0"
10""_
i0. 0"-
10.0"
_10' 0"
10'-0"
0 U•
10-0'
17.0
14'-O'
16-0'•
10-0'
20'-0'
27-0'
24'-0'
6' N B"
G' X 6" --
28"
- 26': --
3••0"
3' 0"
2---
3'-0"
3-0"
740"
3' D"
3'-0"
3'-0"
9'-2"I
NO
am
435
am
435--
-- NO
NO
6" N B"WI7' X 6"
G' X G• W!7' X 6"
---
28"
28"
NO
6' x B"
6° __T x X_&_
e" X 16- 7G'-
6' K 10'• Wt2" X 6•
G' x 1G' Wf2" X 6'
29'•
- _
28"-
28"
NO
1141--
041
_(L41-
a49
1143
-
NO
NO
NO
28"
28"
YES
12-01•
12-0 -
-U-b"_
12-0'
1241'
_-12 G"-
_ 12-0'• -
12-0"-
12-0•'
B-0•
10 0'
-
IZ-
14 O'
1G-0'
10-0'
20-0'
27-0'
24'-0'
6• N B••_
G N• f
6'k8 W17_'K_ 8
G X 8- _
W X B W17' X 6
6" M 1G' - - -
G• x 1G• WfY_ • S l
6"X 1T
6" x 12' W72•' X 6-
32"
- 32"
-
32"
32"
32"
32'•
- 32„
32"
-32"-
3'-0••
3' U"
-
30'
3 0'
3 0"
N-11"
3. 0"
3•-2"
3c -
NO
- NO -
---
NO-
_ 1144
- a44-
_444_
Q44
444
EL44_
-- 444
a47-
-0.99
_ NO
NO
- - NO ,
NO -
t!0
t1)--
POSTTOOTING SCHEDULE 40• SPAN5
30 &411 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
'H••
W X O
'•B"DIA.
"F"
REQUIRED
VOLUME YD
100•
10 01•
10 0"
10 0"14•-0'
10' 0"
- 10•-0„-
10'=U'•
10.4•
__i0' 0'•-
10•-0'•
BQ'
10 0•
17 0'
1(r-0'
I&AV
-10-0.
-20-0'
27-U'_
24•-0•
6x6_ _
G x fi
6 X 8 WI2I
G" X fi W17' X 6"
6' X 8"
&I)( 8•'W&X G:-
8"xB••W17'KB-
G•x 1G•
B' K 1G' WI2" X 6'
6" X 92• --
30'•
30'•
30'
30'-
30° -
30'
30"
-30'-
30"
T-0-
3 0 '
S-0-
3 0 •
No
-NO _ _ _
NO
_ 1141_
_ n 41 _
441
I 441
NO
3'0•'
T.0"-
3'0"
T-0•'
T_2•'
YES
- NO
1141_
4_41_
1141
441
- Q41-
a-43
NO
NO
NO
YES
-12-0••
12-0"
12-0'• -
1241"-
12-0'•
92-0"
12'0"
-- --
12-0••
12-0" -
B-ff
10-0'
17-0'
14•-0'
16-0'
iB'-0•
20-0'-
27-0'
24'-0'
G• N fill
6" k 6"
W H 6•' W17' X 6"
6• X 8"
6" X B'• WfT II 6"
G'X 1G'
r XG'x-1G'W72"XG'
-- - -
G" X 17'
G' X 121W1211 X 61
3311
_ _33"_
33"
- M..
33"
33"
'
- ;9" -
33'•
1 --33"--
31-0"
_3'-0"
T-11"
3.0••
3'-0"
3'-0"
3'11"
-- -
7-2-
31-211
NO
047
U47 _
_ a47
G4'
a47
a47
a47
NO
NO _ -
_ NO
NO
NO
- NO-
- -
NO
--
1149
657 -
--- NO --
POSTIFOOTWG
SCHEDULE 48'TO57SPANS, 308,40 PSF LIVE LOAD
POST
COLUMN
FOOTING
1KNEEBRACE
CONCRETE
SPACING.
'H••
W X D
"B"DIA.
"I'•
REQUIRED
VOLUME YD
10'-0"
-- 10,_0'•
10.0'
,0-0"
101-91,
10' 0"-
--
10•-0'•
10,_0'• -
,a -u-
B -G'
10-0'
17-0'
id -0'_
iG-0'
iG-0'
18'-0'
20-0'
27-0•
24•-0•
6' k B"
6" X 8"
34"
-_34"
3'.0"
3'-0"
NO
1155_
455
NO
6' x B•• WJZ' K 6
6"X6"W1TX6_
G• N 8••
-
G' X B"WI2"' X 6"-
-
6" X 8" W2•• X G•
8" K 9G' - _
6" X 1G"Aft2" X 6'
6'• x 12' Wf2•' X 6
31" -
34'
34"
- -
-- 31"_-.
3]'•
-31r•--
-
31"
we
T-0"
3'-D"
T-11"
3'-0".
3•-11••
-3.0••-
-
3'-0"
3•=0
NO
- No
-YES
-- -
--. NO --
NO
a55
_--055--
105
- -
455-
--- --
a55_
0.55
-_ -
a55
YES
NO
YEs
455
12-0"
-r-0•'
12-0"
- --
• 12-0"
-.- -
12-0"
-12A" -
-12-0'-
12-0"
- - -
12-0"
0-0•
-10-0'
-17-0•
,1 '
14'-0'
--
16-0'
10-0'
- 20-0'
27-0•
-
24'-0'
G" x 61'
36'•
3•70'
31=0•'
3'=0"
NO
NO
NO
a62
a82
482
6• x 8'• W!T K 6"
G' 1116 " WIT x 6•'
--- ---
G" x 8"
6' X 8" Wlt' K 8"
G' N 11r' _ - - _
W N 10' WJ2" X 6'
6" X 12" W@" X 6"
- -- - ----
6" x 77' WJ2" X 6'
-3r.
36'
------
38"
- -
38"
35"-
30'-
36'• --
- -
38"
3'-D"
-3--c'.
3'0"
7.0'•
3' 2••
7-.2 -
"
-
NO
-
NO
a6z
----
_1182 _
YES
NO
_a62
1162 _
465
- -
485
_
--NO
- -
NO
POSTlF DOTING SCHEDULE 54' TO 60 SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
'H•'
I W X D
"B" DIA.
•T"
REQUIRED
VOLUME, YD
10'-0'•
_10- -----------
_0'.
10'-0"
10.0"
1G' D"
111.0"11r_91
- 10'.0'•-
0
io'"
0-0'
1G -o•
17-0'
14•-0'
1G-0'
20-0'
0
27-'
29•=u-
6"X8••
6"x6..
6" X G' W!7' _x 6"
G" X 8"
G' M B•• WIT X 6'•
6' M 10" _
8" X 1G' W72•' K S'
6" x iG' WJ2" x G'
W x17- - -
36"
T-11-
NO
462
-35-"
36'•
36"
351•
35"
-- 36'•
-- �'•
- 36" -
36'
3•-D••
3W_- 3W_-
3'-0"
9•-0"
3' 0"
3'-0"
3' D"YES
3'-0'•
7=2•-
No
- -- --
NO
NO
NO
nBz
-- -
462
1162
IL62_
662
-
- 662-_
- 0.62
ELM
NO
- N 0
YEs
12-0"_
-
12-0"
12-0"
12-0"3'.0'•
_ 12-0"
1241"
- 1241" -
„0"--
120'•
B -G'
-
10-0'
_ 17-0'_
18•-0•_
18'-0•
20-9'
27-0'64x12"Wf2'•S0•--40"-_3'11"--NO-
24•-0'
6"M G"
40'•
- --
40"
_40"
4U"
- 40"
40"
I
3.0••
--
3'-0"
_3'-0"NO
3'-0•'
3' D•"
T -D"
3=2"
No
0.70
---
1170
CL76_
1170
4711
-- a70
-470
--670
a73
8" X 8" W72' K B"
6"X_8"
Vim( B"Wft' K 8"
G• N 1G• -
G" x
6" X 17' Wf2•-' x 6
--
NO
NO
NO
YES
- NO --
NO
NOTE:
I. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
X 6" LAMINATIONS.
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 B" ROUGH CUT HEM-FIRiµ2 POSTS.
3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X
3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT,
FOOTINGS SHALL BE 24"0 X V-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".
-
r
' .
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
[b3ORSYSTEMSPR|{)RTOFRAK8|NG
INSPECTIONS
CITY COPY
CORRECTIONS
T�� ��IE8~K� n�oS��«~~�.,_' _
THIS BURDING SUBJECT
COMP ,,
SSPOKANE
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