2006, 07-27 Permit App: 06002818 Pole BldgProject Number: 06002818 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/27/2006 Page 1 of 2
Project Information:
Permit Use: 24 X 24 POLE BUILDING
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: 003152 Name: WYATT ADD
Contact: US POLE BUILDINGS
Address: 9609 E MAXWELL
C - S - Z: SPOKANE VALLEY, WA 99206
Phone: (509) 220-9579
Group Name:
Project Name:
azzamomviwomuzys
District: Nort
Parcel Number: 45162.1904 Block:
SiteAddress: 10807 E SINTO AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Lot:
Owner: Name: HALL, WAYNE L & DEBORAH J
Address: 10807 E SINTO AVE
SPOKANE VALLEY, WA 99206-48
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 07/25/2006 By: TMELBOU
Released By:
Originally Released: 07/25/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Originally Released: 07/21/2006 By: Cdesimas
Released y:
PER UTILITIES
Operator: AMB
Originally Released: 07/21/2006 By: amblake
Printed By: MT Print Date: 07/27/2006
Project Number: 06002818 Inv: 1 ,
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/27/2006
Permits::;,ZT.MNSEMMIMMUMM.
Contractor: US POLE BUILDINGS
Address: 9609 E MAXWELL
SPOKANE VALLEY, WA 99206
Description Grp Type Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Page 2 of 2
Firm: US POLE BUILDINGS
Phone: (509) 220-9579
This Application: Total Project:
Sq Ft Valuation Su Ft Valuation
576 $10,944.00 576 $10,944.00
Totals: 576
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
$10,944.00 576 $10,944.00
Fee Amount
$195.25
$48.81
$4.50
Permit Total Fees:
$248.56
Notes N4 % �_.. ,n N ,, I,.,a, .-:. , . -,<, r ,.NTMt.: . , ... A; .
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
$248.56 $248.56
MEDIVIENVMU.v .g., •INWAPE1.,,..
Amount Paid
$0.00
Amount Owing
$248.56
$248.56 $248.56
$0.00 $248.56
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: MT
Print Date: 07/27/2006
Parcel V alues
SPOKAK COMP(
Spokane County Parcel Data Locator
I- 41.6G 1 01 1
Help New Search Modify Search
Summary Parties Values Taxes_ Sales Info Seg / Merge Event /Notices Lal
Dwelling / Structure Parcel Photo Documents WebPlus Prism Historical Field P
Printable Fact Sheet w/o Taxes Printable Fact Sheet - Taxes Only Printable Fact Sheet with Taxes
All Data As Of : 07/26/2006
Parcel Number: 45162.1904
Owner/Name
Address 1
Address 2
City
State
Zip
Country
Rol(
HALL, WAYNE L & DEBORAH J
10807 E SINTO AVE
SPOKANE VALLEY
WA
99206
100
Taxpayer/Name
Address 1
Address 2
City
State
Zip
Country
Roll
HALL, WAYNE L & DEBORAH J
10807 E SINTO AVE
SPOKANE VALLEY
WA
99206
100
Mortgage/Name
Address 1
Address 2
City
State
Zip
Country
Coc
TOTAL MORTGAGE SOLUTIONS
1555 W WALNUT HILL LN #200A
IRVING
TX
75038
1001
Help New Search Modify Search
Contac
or
ation
http://webpadal/ParcelParties.aspx 07/27/2006
Project Number: 06002818 Inv: 1 ,
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 24 X 24 POLE BUILDING Contact: US POLE BUILDINGS
Address: 9609 E MAXWELL
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 220-9579
Group Name:
Site Information: Project Name:
Date: 7/21/2006 Page 1 of 2
Plat Key: 003152 Name: WYATT ADD
District: F
Parcel Number: 45162.1904 Block: /
SiteAddress: 10807 E SINTO AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: .00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot: '
Owner: Name: DICKENS, ROBERT
Address: 10807 E SINTO AVE
SPOKANE VALLEY, WA 99206-48
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions
Released'By..°
Sewer Review
Permits:
le,
PER UTILITIES
Originally Released: 7/21/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 7/21/2006
Slior e '
'alley
Co:amunity Development
Permit Center I r --
11707 E Sprague Ave, Suit
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037 JUL 20 2goF
ww\v.s okanevallev.ora.co: --�
P j
Residential Construction
Permit Application
PERMIT NUMBER: D70
PERMIT FEE:
❑ New Construction
❑ Addition/Remodel
o Other:
o Accessory Bldg
❑ Deck
SITE ADDRESS JO (7 / .s/./t14-0
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building owner
DIMENSIONS:
Name: ,/3Q�r �fZrr// AS
/
Name: il)_4-/ 1/42-1
/
2"" FLOOR SQ. FTG:
Address: r ,/5 Z O)
IMPERVIOUS SURFACE
AREA:
,._5/1,-)7c-
S;' cCity:
City:S ff ( ti w fL
Zip:
Phone: 92( - (p (f S``f Fax:
City Business Lic No: pz_.. V72_ — //
/
Contact Person_
Name: Li 7i,v+ p S
Phone:
Describe the scope of work in detail:
Contractor-:: € / . j i - ,
DIMENSIONS:
Name: ,/3Q�r �fZrr// AS
TOTAL HABITABLE SPACE:
Address: - 7�' 9 ,4Vt -/ /
2"" FLOOR SQ. FTG:
City: S'rfe w ,' Zip: C/7/1-1?‘"
IMPERVIOUS SURFACE
AREA:
Phone: 27 .' -r 7 7 Fax:
GARAGE SQ. FTG:
Lic N4.5 / 1 3 9.). -3K -:•-a_ Exp. Date:
30% SLOPES ON
PROPERTY:
City Business Lic No: pz_.. V72_ — //
/
Cost of Project:
**************The following MUST be complete: (write N/A if not app )
licable**********************
HEIGHT TO PEAK:
/tee F/
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
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 Perrnit Center. 5) This City of Spokane Valley Perrnit 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 lir
Date
Method of Payment (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check ❑ Mastercard 0 VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
?
0 Other
Stiorkane
.0,00Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
Residential Plan Submittal Minimums
O 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.
O All braced wall panel types: show locations and details of installation, including
engineered design.
O 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
Q
2014) l/cek )
Wyt9 T 4c/c/
TYPICAL GIRT CONNECTION
A). PURLINS MAY BE HUNG
VOFF THE TRUSS TOP (
V. NAILS EACH GIRT
FACES W/ STANDARD.
SIMPSON JOIST RANGE
OR EQUAL.
B). PURLINS MAY BE
BUTTED AND NAILED
W/(2) 16d NAILS
(FLAT) INT❑ EACH PURLIN,
C). PURLINS MAY BE
LAPPED AND NAILED
W/(3) 16d NAILS
ON CONNECTION METH[
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
W/(1) 16d NAIL INT❑
EACH TOP CHORD MEM.
NOTES FOR FLOOR PLAN
®1 INTERIOR FRAME WOOD POSTS, SEE
POST SCHEDULE THIS SHEET
Q GABLE WALL POSTS - 6' X 6' TYPICAL
DOOR POSTS - 4' X 6' TYPICAL
FO❑TING DIMENSIONS, B + 1' 8'1 D = 3' 0'
MAXIMUM POST SPACING 12' 0'
®3 PURLINS @ 24' ❑.C., BEARING OR
J❑IST HANGERS (TYPICAL)
a � '' SPANS 12TO 60
w 1
a!
< F= y
Z:) L) z a
a w
cu r J ¢ a DOUBLE TRUSSES
h
. Z>
V) Z L1 W
.<JcI
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ZP
o J Lo
I Xw I x V w
Xw (UN (UOf
iuo (L C3
a w
w)�v
vo wcnD
�M _ _ DOUBLE TRUSSES
-I _ -
V)U
3
Z"
rn(L -jQ_ a A
Z Z d J>
JF ?h JQ(L 1
CL i O=. FF_
0.. I
c.i
O ZI)6 o O o 00 I
U
o x O N `6 .`Ne
cu
N 7 (U
cu zr
w� fw/)N
(vL. SINGLE TRUSS
6AM
r,
12 "�
SEE
41
PLAN VIEW
N.T.S.
BUILDING SECTION A -A
N,T.S.
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
'1
SS TRUSS TOP CHORDS .I -
POST
TRUSS DESIGN BY TRUSS MANUFACTURER
FOOTING
Z
-
DEPTH OF TOP CHORD PLUS PURLIN.
METHOD NAfCTIpN
NAIL PURLINS W/(3) 16d 'NAILS
DIA.
'T' I
NOTES FOR SECTION A -A
S3 NAIL STRUT TO TOP CHORD W/(3) 16d
'J
Sl TYPICAL PURLIN, SEE FLOOR
X6
L)
PLAN FOR SIZE
1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT.
� J
TRUSS DESIGN BY OTHERS
P
S2
Z D
S3 2' X 6' @ 24' O.C., 10' BAYS
OR 3/4'0 MACHINE BOLT l
A
2' X 6' @ 24' D.C., 12' BAYS
MIN
~ W
DF -L #2 GIRTS FLAT @ 24' O. C.
S9 2' X 6' OR 2' X 8' TOP (GIRT
C3 L)
S4 CONCRETE FOOTING, SEE SCHEDULE
c- pN
L
SS EXTEND POST TO TOP OF PURLIN
3 -0'
w
W
ROOF FASTENED TO PURLINS WITH
_
-- ---- ----'
20'-0" 6"
rn
1 1/2' LONG WOODFAST TEKS,
3'4"
3'-0"
WALLS FASTENED TO
0.24
0.27
12-0"8%0"
ZI;-
_ 6"
10'-0"
X V* __26"
6"X6"
_3'-0"
GIRTS WITH 1' LONG
0.29
0.29
0.29
0.29
0.29
0.29
0.36
WOODFAST TEKS.
-
16 -0'
-
6" X B" W/2' X 6
6"XS"W/2' X6
26"
-
. 26
BUILDING SECTION A -A
N,T.S.
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
'1
SS TRUSS TOP CHORDS .I -
POST
TRUSS DESIGN BY TRUSS MANUFACTURER
FOOTING
S2 PURLIN SUPPORT STRUT 2(' X '4' X FULL
PURLIN
DEPTH OF TOP CHORD PLUS PURLIN.
METHOD NAfCTIpN
NAIL PURLINS W/(3) 16d 'NAILS
DIA.
'T' I
REQUIRED 1VULUIVIt,
S3 NAIL STRUT TO TOP CHORD W/(3) 16d
S7
NAILS EACH SIDE.
X6
S4 MANUFACTURED TRUSS. NOTCH POSTS
34'
1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT.
10
5WOOD POST, SEE POST/FOOTING SCHEDULE.
P
S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES
8 METHpN8 -CTI
OR 3/4'0 MACHINE BOLT l
pN
Jp.
S7 SOLID BLOCKING AT CONNECTION POINTS,
MIN
S8 TYP. PURLIN, SEE FLOOR 'PLAN FOR SIZE
3-0"
-
3-0'
S9 2' X 6' OR 2' X 8' TOP (GIRT
PUMEIyoD
Si 4 - 16d NAILS OR 3/4-0'M. BOLT
c- pN
1
i
20
3 -0'
DEVIL 1 - ,TRUSS COLUMN
ONNIECTION, PURLIN SUPPOR
1„
2 - 16d NAILS
111
cu
10" POST
Irl
1'1 I
NOTE: 2 X 6'1'. LAMINATE MUST BE A TREATED MEMBER
AND MUST EXTEND TO THE BOTTOM OF THE FOOTING.
LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN
i
N❑TFS FOR FO❑TING DETAIL
SS1 'TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
(FULL BEARING
�3 IIfUNDISTURBED SOIL
S1
1
FOOTING DETAIL
N.T.S.
GABLE END TRUSS
i
8 - 16CI NAILS
I
i
N.T.S.
m
0
I
M
W,
NOTES FOR DETAIL 2- KNEEBRACE
Sl TRUSS TI❑P CHORD, DESIGN BY OTHERS
S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS
S3 2' X 6'I;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/FO❑TING 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 L - KNEE UKAUL
-...... N.T.S. r'
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
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
SINGLE SLIDING DOOR OPTION INTERIOR OR GABLE END TRUSSES ! .
NOTES FOR TRUSS WE'B BRACING;_
OPTIONAL" FRONT ELEVA I I0N TRUSS DIAGRAMS WILL OFTENt REQUIRE WEB MEMBER BRACING, WHICH IS. SHOWN ON TRUSS DRAWINGS
N.T.S. THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRA C'.T04G ,
FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB
1.
lOd NAILS @ 6' D.C. 0d NAILS @ 6' D.C.
" X 4'
OPTIONAL FRONT ELEVATION
N.T.S.
8 - 16d NAILS
2'6'X18"
BOLTING BLOCK CORNER POST
e e
Ie
8 - 16d NAILS
"
2" X 6 X 18"
BOLTING BLOCK
DETAIL 3
TYP. GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
SPLIT SLIDER DOOR ❑PTI❑N
OPTIONAL FRONT ELEVAT
-. N.T.S.
NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS
S1 HALF TRUSS DESIGN BY OTHERS
S2 2' X 10' HEADER UP TO 12' 0' DORS
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.
S5 DOUBLE 2' X 6' KINGPOST
X 6' OR 2' X 8' -BRACE L -BRACE
L
TRUSS WEB MEMBER TRUSS WEB MEMBER
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' D.C. (NEXT TO HIGH RIB)
■ EAVE AND RIDGE PURLIN SCREWS. #14 x1 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REOUIRMENTS ARE NEEDED,
■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT
>• FIELD SCREWSI•#10 x 11/2' 6 9' D.C. (NEXT TO HIGH RIB)
'.>• BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. #14 x 1 1/2'
Q BOTH SIDES OF EACH MAJOR RIB.
SECTION B -B SECTION B -B DIAPHRAGM SCREWS
AT INTERIOR TRUSSES AT GABLE END TRUSS
i
I
B
S4
TYPICAL TRUSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
Si GABLE END TRUSS
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10' 0' D.C.
S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' D.C.
OR, AS SPECIFIED BY TRUSS MANUFACTURER
SS' TOENAIL BRACES TO TRUSSES WITH
3 - 10d NAILS
TYPICAL SIUL LLLVA I IUN
N.T.S.
NOTES FOR SIDE ELEVATION
S1 2' X 8" HEADER
S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS
2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS
ENDWALL DOORS EADERS &1''GABLEAENDGBRUSS TOP CHORD,
EAVE & RIDGE PURLINS ON ROOF
DIAPHRAGM SCREWSI TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
N.T.S
t� (Ilk '.;r
EXPIRES 12 Z9 O7
POST/FOOTING
SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEEBRACE
CONCRETE
SPACING
"H"
W X D "B"
DIA.
'T' I
REQUIRED 1VULUIVIt,
YD
10'-0'
a,-ollell
X6
18
34'
NO
0.20
10-0
101
10.0'
-0_ 106
12'-W* II
14-0' 6
X6
18
34'
NO_ -
0.20
0.20
0.20
0.24
X6
X6 W/2'X6
18
-
_18
3-0"
-
3-0'
NO
--
_NO_
-0
- 10'"
16'-0" 6"
X8..
20
3 -0'
NO _
----
10'-0"
_
-- ---- ----'
20'-0" 6"
X 10"
20"
51" --VI
21"
3'4"
3'-0"
NO
-N
NO
0.24
0.27
12-0"8%0"
ZI;-
_ 6"
10'-0"
X V* __26"
6"X6"
_3'-0"
0.29
0.29
0.29
0.29
0.29
0.29
0.36
_NO__
-
16 -0'
-
6" X B" W/2' X 6
6"XS"W/2' X6
26"
-
. 26
3'-0"
3 -0'
NO
NO
N
NO
--
12-0'
12-0'184'
NO'
12'4
20'4"
6" X 10" W/2" X 6"
_26-103-0'
26'
all -2"
NO
POST/FOOTING
SCHEDULE 30 SPANS,
30 & 40 PSF
LIVE LOAD.
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X IJ
"B" DIA.
'T'
REQUIRED
VOLUME, YD
10'-0"
8'-0"
6" X 6"
2V'_
T -O"_
NO _
0.29
0.29
0.29
0.29
0.29
0.36
0.36
0.36
0.36
0.36
low.
10'X6"
-0"
8"
26"
3'-0"
NO _
10'-0"
10'-0"
12'-0"-
1N.V,
6"X 6" W!2"X-6a-
6"
6" X 6" WI
- 26'
3'-0"
NO
10'-0'
16'-0"
6" X 8"
26'_
3'-0"
NO_
10'-0"
--- --
10'-0"
------555555
10'-0"
18'-0"
-----
20'-0"
22'-0"
6" X 8" W/2"X 6"
-------5555--
6" X 8" W2" X 6"
55-----------
6" X 10" W/2" X 6"
26'
---
_ 26_
26"
3'-0"
5555-
3'-0""_
3'-2"
-----
NO -
-- -
_.
NO
----
-- 0"
10'-0"
-----
24'-0"
---------
6" X 12"
26"
3'3"
NO
12-0"
12-0"
8'-0"
10'-0"
6" X 6"
28
3-V*
3'•0"
NO _
NO
0.36
0.36
0.36
0.41
0.41
0.41
0.41
0.43
0.48
8" X 6"
28
12-0"
-- --
12-0"
12'-0"
-- -
16'-0"
6" X 6" W/2" X 6"
28"
3'-0"
3'-0"
NO
55 55 ---
6" X 8" W/2" X 6"
28"
NO
- - - -
--- -
28"
-- --
3'-0"
-
NO -
- O"
12-0"
12-0'
- -
12-0'
201
20'-0"
22 -0"
24.0"
X 10"
5f X12
6" X 12"
6"
28"
528"
28"
28
28"
T -O"-
-----
3'-0"
3'•6"
NO
NO
NO
NO
--
NO
-
6" X 12"
POST/FOOTING
SCHEDULE 36' SPANS,
30 & 40 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA
'T'
REQUIRED
VOLUME, YD
10'4"
6" X_ 6"
28"
-__28
3'-0"
NO
-_NO_
0.36
0.36
0.36
0.36
0.41
0.41
0.41
0.41
0.43
10'-0"
10'4" _
10'-0"
_8'-0"
10,-0„ -
__72'-0"
14'-0"
6" X 6" _
6" X 6" W/2" X 6" _
8" X 6" 1N/2" X 8"
-_
_`_3,-0"-
_-__
NO _
NO
- --
NO
N6_
_NO _
NO
_- NO
YES
_28"
28'
-------
_ _3'-0"_
3°-0"
3'-0"
- -'-
3'-0"
3'-0"
3'-0"__
------'--
-5555--
101
16'-0"
- --
20'-0"
----
6" X 8"
- - -- -
6"X 10"
6" X 10"WI X 6"
6" X 10" W/2" X 6"
28"
_215
_28"_
28'
28' 5
5 28..
28"
10'-0'
10'-0"
2Y-0"
24'-0"
.
3'-2"
12-0"
- -- --
12-0"
8'-0"
--
10'0"
6" X 6"
32"
T -O"
-3
NO
-
NO
0.44
0.44
0.44
0.44
0.44
0.44
0.44
0.47
0.49
V X- 6-"
5532"
O"---
12-0
12-0
---
5555-
12-0"
12 -0
16 -0'
SWR 6 W/2 X 6 -
32"
3'4"
NO
6 X 8 WIZ'X 6"
6" X 10"
-- -- -- -
32"
32"
5555
32"
- - -
3'-0"
Tl
' --
3'-0"
--
-- --
NO-
_
NO
---512-0"
--
w_
NO
--
-- -
12-0"
22'-0"
5555
G" X 12"
---
3'-2" 1
NO
-.NO -
12-0'
12 -0
_
24'-0"
_ _
6" X 12" W/2" X 6"
_32"
32"
3'3"
NO
POST/FOOTING
SCHEDULE 40' SPANS,
30 & 40 PSF
LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"M'
W X D I
"B" DIA
I T'
REQUIRED
VOLUME, YD
10'-0"
8'-0"
6" X 6"
30"
T -O"
NO
0.41
0.41
0.41
0.41
0.41
0.41
0.41
6" -
30'
T
NO
10 -0"
6" X 6" W/2" X V'
30'_
3'4"
_12'•0'
6"
30'
T
- NO _
10'-0"
18'-0"
6" X 8"
_
30"
T -O"
YES
10'-0"
18'-0"
6" X B" W/2" X 6"
'
30"
----
3'-0"
NO
---_.
5555--
10'-0
--- --
20'-0"
_-_-. -_.
22'-0"
--
24-0'
5555----
6" X 10"
61_.x.1
6" X 10" W/2" X 6"
6"X1------
6 X 12'
30"
T-
3'-0"
NO
0.41
0.41
0.43
-_-
30"
2522_
3'-0"
-_ 525.2.
NO
5551
---
30
T--
3 2'
YES
12-0
1121_..
12-0
12-0
_12.0
12-0
81.0l6
10-0'
124
14-0°
1. 16 -0'
X6
33
2-0'
NO
-
0.47
0.47
0.47
0.47
0.47
6X6
6X6 Wl2'X6"
--
33
'-
3-0"
NO
33
3-0"
NO
6 X(
6 X 8 1?U/2
33
3-0"
3 -0:'
NO
NO
12-0
118 -0'
6 X 10
- 33
Tl
---
NO
0.47
--
72'-0
_12-0
12-0'
22-0'
24'-0"
-
6 X 10' W12 X 6
- 33
3-0"
NO
0.47
0.49
0.67
6 X 12'
33
3 2"
NO
6" X 12" W/2" X 6"
_
33
3'-2"
1 NO
POST/FOOTING
SCHEDULE 48' TO 62 SPANS„30
& 40 PSF LIVE
LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D
"B" DIA.
'T'
REQUIRED
VOLUME, YD
10'-0"
10'•0"
8'-0"
10'-0"
61, X 61,
6 X 6"
34"
34'
T -O"
3'-0"
NO
NO.
0.66
0.65
_
______
14'-0"
16'-0"
6" Wl2" X 6"
__-___._-__-______...3iW_
6" X 6" W!2" X 6"
_ 8" X 8"
6"X 8" W/2" X 8.'
34"
3'-0"
NO
0.66
0.66
0.66
0.66
0.66
0.66
0.66
0.66
_34"_
34'_
34'
.._.---___-.-
3'-0"
_3'-0"
_3'-0"_
NO_
_YES .
_NO -
_10'•0"
10'-0"
16'-0"
10'-0"
18'-0"
6" X 8" W/2" X 6"
34"
3'-0"
NO
_.
10%0
--
,10'-0-0"
22-0'
24
2252
6 X 10 W/2" X 6"
... 2112 ..
6 X 12" W/2" X 6"
5225__
34
3'-0"
YES
NO
--
-
34"
__
3'-0"
YES
-12-07
12-0
1�2 -0
_-0
12
8l
10 -0'
12-0"
" 14'-0"_
6 X 6
36"
T -O"
NO _
0.62
0.62
0.62
0.62
6 X 6 W/2" X 6"
6 XG"W%2"X6°'
36'
36
T -W
3'•0"
NO
NO
6X8'
_36
3'-0"
_NO_
12-0"
12-0
-12-0
-
12-0
16'-0"
201
22%0"
2,l
6"X 8"W/2" X V'
36"
T -O" 3'•0"_
NO _
0.62
0.62
0.62
0.66
0.66
6 X 10 WIT' X 6"
6 X 12' W/2" X 6"
-' - 6"
6 X 12' W/2" X,;
_
36
36
36
T-10"
3'-2
3'-2
NO
NO
- --
NO
POST/FOOTING
SCHEDULE 64' TO 60 SPANS,
30
& 40 PSF LIVE
LOAD
POST
COLUMN
FOOTING
I KNEE BRACE
CONCRETE
SPACING
"Fill
W X D
"B" DIA.
'T'
I REQUIRED
VOLUME, YD
101-0
10'-0"
____. 4-121
10'-0"
-
--- --
10'-0"
5555
16-5555
1211-'----
10'-0"
81-01,
12'-0"
_._ _. __
14'-0"
5161 _._....
16'-0"
___.--------_3v---
18'-0"
--- ;
20'-0"
--
22'-0"
1255 -------5555----
24'-0"
6" X 6"
. 2121_.
6" X 6" W/2" X 6"
_.. __ _._...._-_-
6" X 8"
3V'T-O"
36'
1225..
36"
.__._____-
36"
_ a'•0"
3'-0"
__. 2211.5225.
3'-0"
NO
_ ib
-_ -.
NO
NO
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.62
0.66
x 8`1 al x 61,
6" X 8" W!2" X 6"
6" X 10"
5555
36"
3'-0"
NO
----
NO
-5521
36"
3'-0"
r j6o;-'------
6" X 10" W/2" X 6"
6" X 10" W/2" X 6"
6" X 12"
---
36"
36"
-
36 36" "
--' 4T_
3'-0"
3'-0"
55'55
3'-2"
YES
NO
5552_.
1 YES
12-0"_
_12.0'
r 2
,_74.0
12-0"
--12.0"-X5I
12-0"
8'-0"
10'-0"
12 -0'
14-0'
16'-0"
18'-0"
6" X 6"
8" X 6"WW2" X 6"
61. X all
6 X 8" W/2 X 6'
6" X 8" W/2" X 6"
40"
_"
-&;-
_ T -O"
NO _
0.70
0.70
0.70
0.70
0.70
0.70
40
3'•0"
NO_
-40
40
T.011NO
3'•0
3'-0"
NO .-,
NO
40"
6" X 10'•
40"
-W'
---
3'-0"
- -
YES
S
---
- --
12-0"
--
20'-0"
- 5555- 55V
6" X 10" W/2" X 6"
---
40"
3'-0"
_NO
0.70
B"X 12" W/2" X 6"
--------.__. --
1T' W/2" X 6"
40"
5555-
40".
_ _
Tl
-11551115...5251
T-2"
NO
NO
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 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT,
ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR g2 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 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".
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRA1,.",li G
INSPECTIONS
CITY COPY
THIS BUILDINGCO RECTIONS
UBJECT
TO FIELD INSPECTION
Silolgant
,E...
REVIEW 1 FOR C E COMPLIANCE
SPOKANE VALLEY UILDI G DIVISION