2007, 01-19 Permit App: 07000148 Pole BldgProject Number: 07000148 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 1/19/2007 Page 1 of 2
Project Information:
Permit Use: 30X40 POLE BLDG Contact: TRAVIS YOUNG
Address: PO BOX 18181
C - S - Z: SPOKANE, WA 99208
Setbacks: Front Left: Right: Rear: Phone: (509) 465-9094
Group Name:
Site Information: Project Name:
Plat Key: Name: Range
District: East
Parcel Number: 55073.1752
Block: Lot:
SiteAddress: 17725 E MISSION AVE
Location:: CSV
Zoning: UR -3.5
Urban Residential 3.5
Owner: Name: CARPENTER, AARON
Address: 17725 E MISSION AVE
SPOKANE VALLEY, WA 99016-85
Water District: 134 CONSOLIDATED ID #19
Area: 68,997 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Septic Sys Review
[Released By:
Originally Released: 1/17/2007 By: TMELBOU
[Released By:
Originally Released: 1/19/2007 By: J_DAVIS
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 1/18/2007 By: cjjanssen
Operator: JD Printed By: JD Print Date: 1/19/2007
Project Number: 07000148 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 1/19/2007
Contractor: TRAVIS YOUNG
Address: PO BOX 18181
SPOKANE, WA 99208
Description Grp Type Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Payment Summary
Permit Type
Building Permit
Building Permit
Page 2 of 2
Firm: T K ENTERPRIZE
Phone: (509) 465-9094
This Application: Total Project:
Sq Ft Valuation So Ft Valuation
1,200 $22,800.00 1,200 $22,800.00
Totals: 1,200 $22,800.00 1,200 $22,800.00
Units Unit Desc
Fee Amount
$458.56
$458.56
1
1
1
SELECT
SELECT
SELECT
Permit Total Fees:
Invoice Amount
$458.56
Fee Amount
$363.25
$90.81
$4.50
Amount Paid
$0.00
$458.56
Amount Owing
$458.56
$458.56
$0.00 $458.56
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: JD Printed By: JD
Print Date: 1/19/2007
Project Number: 07000148 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 1/18/2007 Page 1 of 2
Project Information:
Permit Use: 30X40 POLE BLDG
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: Name: Range
Contact: T & E ENTERPRISES INC
Address: PO BOX 6284
C - S - Z: SPOKANE, WA 99217-0905
Phone: (509) 483-0504
Group Name:
Project Name:
MiftMaIMAIONAMOMMUNIORMSMEgi
District: East
Parcel Number: 55073.1752 Block:
SiteAddress: 17725 E MISSION AVE
Location:: CSV
Lot:
Owner: Name: CARPENTER, AARON
Address: 17725 E MISSION AVE
SPOKANE VALLEY, WA 99016-85
Zoning: UR -3.5 Urban Residential 3.5
Water District: 134 CONSOLIDATED ID #19
Area: 68,997 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Septic Sys Review
Hold:
Depth: 0 Right Of Way (ft): 0
Originally Released: 1/17/2007 By: TMELBOU
Released By:
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 1/18/2007 By: cjjanssen
Operator: JD Printed By: jmm
Print Date: 1/18/2007
Project Number: 07000148 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 1/18/2007
Contractor: TRAVIS YOUNG
Address: PO BOX 18181
SPOKANE, WA 99208
Description Grp Tvpe Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summary: -,VIMPAE
Permit Type
Building Permit
Building Permit
Firm: T K ENTERPRIZE
Phone: (509) 465-9094
This Application:
Sq Ft Valuation
1,200 $22,800.00
Totals: 1,200 $22,800.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount Invoice Amount
$458.56 $458.56
$458.56 $458.56
Total Project:
Sq Ft Valuation
1,200 $22,800.00
1,200 $22,800.00
Fee Amount
$363.25
$90.81
$4.50
Amount Paid
$0.00
$458.56
Amount Owing
$458.56
$0.00 $458.56
Page 2 of 2
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: JD Printed By: jmm Print Date: 1/18/2007
• Project Number: 07000148 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 1/17/2007 Page 1 of 2
Project Information:
Permit Use: 30X40 POLE BLDG
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Name: Range
..NO -.. —www :i'a ; fr
Contact: T & E ENTERPRISES INC
Address: PO BOX 6284
C - S - Z: SPOKANE, WA 99217-0905
Phone: (509) 483-0504
Group Name:
Project Name:
District: East
Parcel Number: 55073.1752
Block:
SiteAddress: 17725 E MISSION AVE
Location:: CSV
Lot:
Owner: Name: CARPENTER, AARON
Address: 17725 E MISSION AVE
SPOKANE VALLEY, WA 99016-85
Zoning: UR -3.5 Urban Residential 3.5
Water District: 134 CONSOLIDATED ID #19
Area: 68,997 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Building Plan Review
Released By:
Originally Released: 1/17/2007 By: TMELBOU
Landuse/Zoning/HE Conditions
Released By:
Permits: f4ftnEM.._,.n.,t.,:M..V. a.Sl#...,.t.:...*_:;. _::
Operator: JD Printed By: JD
Print Date: 1/17/2007
Project Number: 07000148 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 1/17/2007 Page 2 of 2
Building Permit
Contractor: TRAVIS YOUNG Firm: T K ENTERPRIZE
Address: PO BOX 18181 Phone: (509) 465-9094
SPOKANE, WA 99208
This Application: Total Project:
Description Gra Type Notes Sq Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB 1,200 $22,800.00 1,200 $22,800.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summary:
Permit Type
Building Permit
Totals: 1,200 $22,800.00 1,200 $22,800.00
Units Unit Desc Fee Amount
1 SELECT $363.25
1 SELECT $90.81
1 SELECT $4.50
Permit Total Fees:
$458.56
Fee Amount Invoice Amount Amount Paid Amount Owing
$458.56 $458.56 $0.00 $458.56
$458.56 $458.56 $0.00
$458.56
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: JD Printed By: JD
Print Date: 1/17/2007
01/18/2007 10:20 5093241567
Jt N 18 2007 10:08 FR COSY PERMIT CENTER
Project Nod* r: 07000148 Inv: 1
trIn
5096880037 TO 3241567
Datc: 1118/2007
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
P.
Page 1 of 2
tesiES—thf dr:satins:
Pemit Uss: 30X40 POLE BLDG
Serbaclo:FIDLIt Left: Right Rear:
SALbAlltioalt
Plat Kt i: • Naroe: Range
--131iize Number. 55073.1752 Block:
iieAMitSS: 17725 I MISSION AVE
Contact T & E ENTERPRISES INC
Address: PO BOX 6284
C - S SPOICANL, WA 99217-0905
Phone: (509) 483-0504
Group Narm.
Project Name:
District East
Lot:
Clymer: Name: CARPENTER, AARON
Address: 17725 E MISSION AVE
SPOKANE VALLEY, WA 9901645
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District 134 CONSOLIDATED ID #19
Area: 68,997 Sq Ft Width: 0
Nbr ofBldgs: 0 Nbr of Dwellings: 0
Bakathtl
RaluE
ill Iiag Plan Review
Sept c Sys Review
Depth: 0
Hold:0
Right Of Way (ft): 0
Originally Released:
1/17/2007 By: TMtLBOU
Lant use/Zoning/SE Conditions
Permits:
Ope cal 01 .ID
JAN 18 2007 10:15
Originally Released:
Printed By; Jmm
1/18/2007 By. cjjanssen
Print Datc: 1/18/2007
5093241567 PAGE.01
Z0.30Ud 2,9SItZ260S
J 18 2007 1008 FR COS) PERMIT CENTER 5096880037
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LAN DEPT. APPROVE
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ATE: /
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** TOTAL PRGE.02
L9St'ZE60S 0Z:01 L00Z/8T/t0
Permit Center
one 11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
Valley41000
(509)688-0036 FAX: (509)688-0037
Community Development www.spokanevalley.ora.com JAN 1 6 i/
Residential Construction o New Construction
PERMIT NUMBER: v; jC {
PERMIT FEE:
Permit Application
❑ Addition/Remodel
o Other:
Accessory Bldg
❑ Deck
SITE ADDRESS I Z 5 i S O (`'e-eyvA C i'F'� A 99 O(
G-RkiACR3 1RR DZ A PT uF
ASSESSORS PARCEL NO: 55- 073. [73? LEGAL DESCRIPTION: 0.3 7 L- XC_ E 300 F ► re 6.xC t.'= 221
Building owner
DIME�)ON : r
Name: , rk. M•,\ Crw pe v - r\---1
c-s.Q c- � 7
Address: p, O, f3 ox 7 Li 7
1
City: �T, G',„ A c ce s Zip: -A
Phone:6-ot 4 6 - /o`=/ Wax:
Phone: .5",cj `7 / 0 S3 3Fax:
Lic No: -r K E N i u, t; 9, j c Exp. Date:
Contact Person.:.
Name: (!71.c.4 -..ay._ C Jc _�
Phone: SJGI 5 I 0 53 )
Describe the scope of work in detail:
Contractor.
DIME�)ON : r
—
Name: �(-a./ , > IT • K /G'v.
c-s.Q c- � 7
Address: 1, o, E c 1 3 1'
1
City: `� c,,c ,. ..,1 LAJ A . Zip: 9 ` ZZ `d
Phone:6-ot 4 6 - /o`=/ Wax:
FINISHED BASEM=NT
SQ. FTG: ,rJ
Lic No: -r K E N i u, t; 9, j c Exp. Date:
2_00 Ci
City Business Lic No: 4.0 / 1/6 4c/ 7
30% SLOPES ON 1
PROPERTY:
Cost of Project:
$ k2 o 00
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT T9 PEAK:
DIME�)ON : r
# OF STORIES: j
TOTAL A t IT SPACE:
AJA
MAIN FLOOR TO SQ.
FTG:
l7_00
2ND FLOOJRCSQ. FTG:
�
N4
UNFIN BASEMENT SQ. FTG:
N
IMP RVIOUS SURFACE
AREA: l • A
ll,�it
FINISHED BASEM=NT
SQ. FTG: ,rJ
GARAGE SQ. FTG:
/1/JA
DECK/CM/4 PATIO SQ. FTG:
41/t
30% SLOPES ON 1
PROPERTY:
# OF BEDR, OMS:.
CONSTRUCTION TYPE:
HEAT O RCE:
SEWER OFt 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 or additional information may be required to be submitted, and subsequently approved before
this application can be process -d.
Signature
Date // //:), `7
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash ❑ Check ❑ Mastercard 0 VISA
Bankcard #: Expires: VIN#:
0 Other
Authorized Signature:
REVISED 8/25/2005
Spokane
Valley
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.
❑ 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.
❑ AH header locations: type, size, and connections
❑ Foundation plan
O Insulation information
Gc#
L.::... . Oil : ) .:-.) I \
r '
K, ,j...., A i ,,\„:„-,:6,,
s
L
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17,
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7
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Li 0
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Prop7s-7 5 -LC
0 '"4
17, 1 A
17,, 2
Ror Ft 6V
PLANNING DEPT. APPROVED
BY.
)
B
r: •
C )
7)
t treys 17"
I )V\Q
-" PURLIN CONNECTION METH❑DSI
TREATED POST A). PURLINS MAY BE HUNG
- 16d GALV, NAILS EACH GIRT OFF THE TRUSS TOP CHORD
/� FACES W/ STANDARD
/ SIMPSON JOIST HANGERS
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 METHODS
'B' AND 'C', TOENAIL
BACK SIDE OF PURLIN
TYPICAL GIRT CONNECTION W/(1) 16d NAIL INTO
EACH TOP CHORD'MEMBER
N.T.S.
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
N.T.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' ❑.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
S5
a
O
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPOR
Sl
NOTES FOR
FLOOR
PLAN
3'-0"
TRUSS DESIGN BY TRUSS MANUFACTURER
®1
INTERIOR FRAME WOOD POSTS, SEE
)47
pNgfCTIpN
DEPTH OF TOP CHORD PLUS PURLIN.
_
POST
SCHEDULE THIS SHEET
(SD NAIL STRUT TO TOP CHORD W/(3) 16d
NO_
Q
GABLE
WALL
POSTS - 6' X 6' TYPICAL
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT,
10(SD
WOOD POST, SEE POST/FOOTING SCHEDULE,
DOOR
POSTS
- 4' X 6' TYPICAL
OR 3/4'0 MACHINE BOLT M
pN
(SD SOLID BLOCKING AT CONNECTION POINTS,
FOOTING DIMENSIONS, B + V 8'1 D = 3' 0'
0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
NO
92'X6'OR2'X8'TOP GIRT
MAXIMUM POST SPACING 12' 0'
Si 4 - 16d NAILS OR 3/4'0 M. BOLT
_ C• TION
(Q)PURLINS
@ 24' ❑.C., BEARING OR
NO
--0
NO
0.41
0..41
* ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION.
JOIST
HANGERS (TYPICAL)
36'
2-d
17-0'
w
* MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
SPANS 12' TO 60'
NO
0.41
0.41
-
26
S �
NO_
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVED AND CLAYEY GRAVEL SOILS
3'-0"
NO'
Z�I
w
36'
z-0
OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
6 X 10 W12" X 6"
H
o_
Z
W
-22'-0"
30 & 40 PSF LIVE LOAD
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE
iu }
¢
¢
DOUBLE TRUSSES
TT
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99.
_J- - -
-
0
�-
ZG
NW
`V
P. 0. BOX 18181
0 _J
Z-------
_JJ
>Jp
CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER
m_J
O -W
aW
DATE
5-05-06
APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED
O-
"o "1
I
>
• 0
Cl
H
o
co
L
CHECKED
ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED' WOOD SHALL CONFORM TO
Z0..
o
_J
c XW
o o
I X�
A
a,
RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY
XJ
.-, R1Vi
CU
ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS.
-NT
WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS
IL
W
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.
0M
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH
0a_
DOUBLE TRUSSE
4
TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF
�1
-Q--
-------- -
-
OU
z"
Z"
"0.
M--
Z_JA
J>
m1-
im"
i
dF
d I
��
• o. (.i
i0
o�Up
owl
O
X •
11 X
(U y
1 C.I
:u
(U C3
cd
cu
W (!1)
.y N �
N�
?
�N
cu
ba SINGLE TRUSS
PLAN VIEW
N.T.S.
SEE
DETAIL
S1
12
SEE
4 1
DETAIL
1�
52
5
m
NOTES FOR SECTION A -A
U.- '
SI TYPICAL PURLIN, SEE FLOOR
PLAN FOR SIZE
W
S2 TRUSS DESIGN BY OTHERS
Z�
S3 2'X6'@24'O.0„10'BAYS
- R
2'X6'@ 24' O.C., 12' BAYS
=
C3 SDF-L
#2 GIRTS FLAT @ 24' O. C.
SEE
0 U
S4 CONCRETE FOOTING, SEE SCHEDULE
DETAIL
S5 EXTEND POST TO TOP OF PURLIN
2
LLd
ROOF FASTENED TO PURLINS WITH
ti
1 1/2' LONG WOODFAST TEKS.
WALLS FASTENED TO
4,
?.
GIRTS WITH i' LONG
WOODFAST TEKS•
SEE
FOOTING
DETAIL
B0
BUILDING SECTION
A -A
N.T.S.
SINGLE OVERHEAD DOOR OPTION
FRONT ELEVATION
N.T.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' ❑.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
S5
a
O
DETAIL 1 - TRUSS COLUMN
CONNECTION, PURLIN SUPPOR
Sl
NOTES FOR CONNECTIDN DETAIL
6" X 8"
6 X 8
S1 TRUSS TOP CHORDS
3'-0"
TRUSS DESIGN BY TRUSS MANUFACTURER
F�R�iN
S2 PURLIN SUPPORT STRUT *2' X '4' X FULL
)47
pNgfCTIpN
DEPTH OF TOP CHORD PLUS PURLIN.
_
NAIL PURLINS W/(3) 16d NAILS
18
(SD NAIL STRUT TO TOP CHORD W/(3) 16d
NO_
NAILS EACH SIDE,
20
S4 MANUFACTURED TRUSS, NOTCH POSTS
PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT,
10(SD
WOOD POST, SEE POST/FOOTING SCHEDULE,
p1j,
S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES o
�Nf HAD N�eCrI
OR 3/4'0 MACHINE BOLT M
pN
(SD SOLID BLOCKING AT CONNECTION POINTS,
21'
0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE
NO
92'X6'OR2'X8'TOP GIRT
'77m,
Si 4 - 16d NAILS OR 3/4'0 M. BOLT
_ C• TION
\
i
1�I
2 - 16d NAILS
111
i III
111 6", 8" OR
10" POST
III
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
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
S'3 UNDISTURBED SOIL
1 S1
� 3
FOOTING DETAIL
N.T.S.
GABLE END TRUSS
8 - 16d NAILS
,a
8 - 16d NAILS
211X6'X18,
BOLTING BL❑CK .> CORNER POST
i
..
8 - 16d NAILS
BOLTING BLOCK
DETAIL 3
TYP, GABLE END
TRUSS CONNECTION
USE BOLTING BLOCKS BELOW
ALL CORNER COLUMN GIRTS
NOTES FOR DETAIL 2- KNEEBRACE
S1 TRUSS TOP CHORD, DESIGN BY OTHERS
S2 TRUSS'BOTT❑M CHORD, DESIGN BY OTHERS
S3 2' X 6' DF -L #2 EACH SIDE
0 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,
4� 1
I -- S4
S5 3"
DETAIL 2 - KNEE BRACE
6" X 8"
6 X 8
N.T.S.
3'-0"
BUILDING SPECIFICATIONS:
0.20
-0.20
Ur
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC
NO
- -
2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40
18
---
3
NO_
0.20
20
3-0"
PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
_0.24
-NO-
16'HT'
6''y( 8"W/1":
ow
0.24
DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF*
20'-0"
8" X 10"
21'
3'-0"
NO
0.27
CEILING LL = 0 PSF CEILING DL = 1 PSF
-0
1a"
6" X 6"
26"
-
26'
T -O"
--
3'-0'
NO
--0
NO
0.41
0..41
* ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION.
17-0"
14-0'
---
18 -0"
6 6 X X66" W/2" X 6"
'W12"X8"
6 X8'W!2"X6'0-
8" X 8" W/2" X 6"
36'
2-d
17-0'
e' x s Wn" x_s'
* MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
3-0'
NO
0.41
0.41
-
26
TT
NO_
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVED AND CLAYEY GRAVEL SOILS
3'-0"
NO'
0.41
v X10
36'
z-0
OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
6 X 10 W12" X 6"
36'
z-0"
-22'-0"
30 & 40 PSF LIVE LOAD
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE
TK ENTERPRISES
TT
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
P. 0. BOX 18181
_.
CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER
BY
DATE
5-05-06
APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED
DRAWN WAMBEKE
CHECKED
ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED' WOOD SHALL CONFORM TO
THE REQUIREMENTS OF AWPA STANDARDS 0-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED
DOUBLE ❑ V E R H E A D DOOR O P T I E N
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
BY
DELTA RIB GALVANIZED OR PAINTED, GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY Fy 80.0
OPTIONAL FRO ELEVATION
ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS.
-NT
WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS
N.T.S.
SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. I
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
S1
THE BUILDING WILL BE CONSTRUCTED.
4
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 WEB BRACING)
I O N A L FRONT ELEVATION TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS
N.T.S. THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4" OR 2' X 4' WEB MEMBER III ACING
FOLLOW THESE INSTRUCTIONS FOR ALL �-JEB 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 SHEATHING REQUM
OPTIONAL FRONT ELEVATION
N.T.S.
civil.= .
10'-0
10'-0
10'-0
10'-0
10'-0"
17-0"
--
14 -0"
18-0"
6" X 8"
6 X 8
18"
3'-0"
NO
0.20
-0.20
18
.0
3''"'
NO
- -
8 X 8 W/2'_X 6"
6X_10
18
---
3
NO_
0.20
20
3-0"
NO
_0.24
-NO-
16'HT'
6''y( 8"W/1":
ow
0.24
18.0'
20'-0"
8" X 10"
21'
3'-0"
NO
0.27
12-0"8'-0"
-
12-0"
-0
1a"
6" X 6"
26"
-
26'
T -O"
--
3'-0'
NO
--0
NO
0.41
0..41
12-0'
12-0
12-0
12-0
17-0"
14-0'
---
18 -0"
6 6 X X66" W/2" X 6"
'W12"X8"
6 X8'W!2"X6'0-
8" X 8" W/2" X 6"
36'
2-d
17-0'
e' x s Wn" x_s'
26'
3-0'
NO
0.41
0.41
-
26
-
3-0'
NO_
26"
3'-0"
NO'
0.41
e" W2"
17-0" 6"X 6"N
14.4- 6" X 8"
27-0"
24'-0" Ir X 1
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
■ ROOF STEEL, 9. GAUGE GRAND -RIB 11I, 36' WIDTH OR EQUIVALENT
■ FIELD SCREW , #10 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB)
■ EAVE AND RI GE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF
EACH MAJOR IB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDEI
■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALEN
r FIELD SCREWS, #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB)
TRUSS WEB MEMBER TRUSS WEB MEMBER ■ BASE GIRT, EOD TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2'
@ BOTH SIDE OF EACH MAJOR RIB.
r DIAPHRAGM SCREWS
IV.V'
20'-0"
22'4"
6" X 10"
6" X 10" W/2'
12-0"
W -O"
6" X 6"
AT GABLE END TRUSSy-}n}-
iz4
1a-0F
6 k w
OR, AS SPECIFIED BY TRUSS MANUFACTURER
1z-0
12'-0'
6 X V W12"?:
',
12-0
14-0'
6 X8'
-. .,
-NO-
16'HT'
6''y( 8"W/1":
ow
_12.0'•
12-0
18.0'
6 X 10
W-0
17-0
20'-0'
1
8 X 10 W/2/2'
6"
12-0"
27-0"
---
8" X 12"
THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED,
■ ROOF STEEL, 9. GAUGE GRAND -RIB 11I, 36' WIDTH OR EQUIVALENT
■ FIELD SCREW , #10 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB)
■ EAVE AND RI GE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF
EACH MAJOR IB
THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDEI
■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALEN
r FIELD SCREWS, #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB)
TRUSS WEB MEMBER TRUSS WEB MEMBER ■ BASE GIRT, EOD TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2'
@ BOTH SIDE OF EACH MAJOR RIB.
r DIAPHRAGM SCREWS
a DIrp R%M SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
S4 NOTED gBOVE
STEEL, SHEETING SCREW PATTERNS
N.T.S
S5
TYPICAL ROSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
Sl GABLE END TRUSS j
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10' 0' O,C.
T -O" NO
3'•2"I NO
28"
26^
26"
28"
26
28'
28'
28"
28"
32"
32"
30"
SECTION B -B
SECTION B -B
3&'_W
-O"
AT
INTERIOR TRUSSES
AT GABLE END TRUSSy-}n}-
_
30'
6X10"V
OR, AS SPECIFIED BY TRUSS MANUFACTURER
30'
DI PHRAGI�
EAVE
SCRE,�JS E ENDWALL
00 E DE S & GAH�
ROOF
SS
S3
S2
&RIDGE
P RUNS ON
a DIrp R%M SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS
S4 NOTED gBOVE
STEEL, SHEETING SCREW PATTERNS
N.T.S
S5
TYPICAL ROSS BOTTOM CHORD BRACING
NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S.
Sl GABLE END TRUSS j
S2 DOUBLE INTERIOR TRUSSES
S3 2' X 4' X -BRACING @ 10' 0' O,C.
T -O" NO
3'•2"I NO
28"
26^
26"
28"
26
28'
28'
28"
28"
32"
32"
30"
3'-0"
6" X e"
3&'_W
-O"
1T -C"
6-'-'-X- 6" W/2" X e"
34"
_
30'
6X10"V
OR, AS SPECIFIED BY TRUSS MANUFACTURER
30'
_3'-0"
xv.
_
16'-0
6
_
30" 1 T-0"
a-0"
10'4"
6" X e"
34"
10-018-0'
1T -C"
6-'-'-X- 6" W/2" X e"
34"
10-0'
20-0'
6X10"V
OR, AS SPECIFIED BY TRUSS MANUFACTURER
12-0"
16'-0
6
8" W/2" X 8"
34"
3'-0_
-NO-
8 WiFx_1F
_
34"
ow
20-0"
s x lar _
-�„
W-0
2Z -W'
6 X 10" W/2" X 6"
34"
6"
34"
S5 TOENAIL BRACES TO TRUSSES WITH
2-0"
9.0"
6 X 6",
36"
2 -Ur -10-0'
40"
6 X 6 W/2" X 6"
36'
2-d
17-0'
e' x s Wn" x_s'
-3s"
2-0__
14'4"
8" X 8"
38"
2-0"
18-0"
wi 5c8" W/2" X 8"
38"
20-_18-0'
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
POST FRAME BUILDINGS
v X10
36'
z-0
26-0'
6 X 10 W12" X 6"
36'
z-0"
-22'-0"
30 & 40 PSF LIVE LOAD
1a-0" 114'-0" 16" X r
10-0
16-0'
6X6
w
10-018-0'
s
6
X10"'
10-0'
20-0'
6X10"V
OR, AS SPECIFIED BY TRUSS MANUFACTURER
12-0"
16'-0
0.47
0.65
NO _0.66
- NO 1 0.70
NO
0.70_
0.70_ I I
0.70
0.83
NICRI
JME
0.79
S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' D.C.
i�'L��"`N6'
- -12-0" 24:,0'•- G• -X 12" W/2"X 8•, 40,- 3:-2'� -N0 -1.03-
.03I.
12-0
14'-0'
s
x 8" W/2" x 6"
40'_
3'9
NO
_00.9.7__
OR, AS SPECIFIED BY TRUSS MANUFACTURER
12-0"
16'-0
6
X .1 X 6.
40"
3'-0_
-NO-
-0.87
4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH
12-0
18'-0'
8
X 10
40_
T.011YES
0.97
S5 TOENAIL BRACES TO TRUSSES WITH
12-0
2a-0
s
16"X
x10'w12"xs"
40"
3'o
NO
o:6i
3 - 10d NAILS
-1z-0"
zr-0°
12"W/7"x G"
ao"
T -O"
NO
-osi
Jt'Ll I JL.I.ULK 1JLILIK Ur 11LI1\1
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'
0 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
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 FOR 8' & SMALLER SLIDING D
i�'L��"`N6'
- -12-0" 24:,0'•- G• -X 12" W/2"X 8•, 40,- 3:-2'� -N0 -1.03-
.03I.
II
I THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH
I(
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 B" ROUGH CUTIHEM-FIR X12 POSTS.
ENDWALL POSTS SHALL BE A MINIMUM OF 2 B X
>8 ti '
k 3. FOOTINGS FOR
:F ''-' 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT,
•.
SsrONAL�
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
EXPIRES 12 29 07
CONCRETE INCREASE FOOTING DIAMETER) X 2" & FOOTING
DEPTH
WAIVIBEKE ENGINEERING
�, .; 2913 E. 61st Court
Danle(' WOAbeke P. E. S okane,� WA 99223
(
ele' Rorie," -.509-443=6186 Fax, 509-448-6582 a -malt dd ambeke@msmcom
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
POST FRAME BUILDINGS
f
30 & 40 PSF LIVE LOAD
TK ENTERPRISES
P. 0. BOX 18181
_.
SP.OKANE WASHINGTON 99228`
BY
DATE
5-05-06
DRAWING NO.,
TK ENT.IBC2003-06
DRAWN WAMBEKE
CHECKED
'
-V
BY
DATE
DESCRIPTION OF CHANGE
PROJECT N0. I 2006
ISCAI E, N,TS,
SHEET, I OF 1
'I
PROVIDE DiACRAMS AND
ENGINEERING LAYOUTS PO 'R
ROOF TRUSSES, BEAMS ANL)
FLOOR SYSTEMS PRIOR TO Fr--;
rS: iNG
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEW Y) FO
`I OK ,C 111\1 9
O PLIANOE
?iNG _!e/ISlON
b?