2006, 11-15 Permit App 06004548 Pole Barn Expired, Permit Center
11707E Sprague Ave, Suite I06' it
Spokane Valley. WA 99206
Y A (509)688-0036 TAX: (509 0135
Community Development www.sookanevallev.org.com
Residential Construction ❑ New Construction
Permit Application o Addition/Remodel
❑ Other:
PERMIT NUMBER: LttJ </
6-7
PERMIT FEE:
❑ Accessory Bldg
o Deck
SITE ADDRESS 33f2_ /\ CD/eh/lax) ) 3 fleti I,0tc 9921 2--
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building owner
Name: C reson
Address: `p (Al (1)Lavica,\ ,
UC Zip: ggi/ U
Phone: WI' - 49,0 Fax:
Describe the scope of work
c2e) 3Ce /4 pote /aru
_Contractor_ S Ect t Lb.
t
5 .,,
Name: th -e (bOINW-)
,yy��
Address: 2 /, Z! 7N S&v 5 12 4
City: CA (4) k.Zip: q ?oc)�j
Phone: 66 c/L -(„¢ 2 cS(4 2,315— (9 6114
2,
""Fau�x:
Lic No:B-e bb gszAs . Date:
City Business LictNo: (p 6 Ce02 z ei,C;-2,
Cost o roject:
$ /0, 000
**************, following MUST be complete: {write N/A if not applicable)**********************
HEIGHT TO K:
J7
DIMENSIONS:
2ox3ee yi
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR O SQ.
FTG: 7� /
21° FLOOR SQ. G:
UNFIN BASEMENT SQ. FTG:
/
IMPERVIOUS SURFACE
AREA:
FINISHED BASE NT
SQ. FTG:
G RAGE SQ. FTG:
�� /
DECK/COV. PATIO SQ. FTG:
30% SLOPES ONto
PROPERTY:
# OF BEDROO S:
-•--• ------
CONSTRUCTION TYPE:
poly
HEAT SO RCE:
SEWER eljeggaNO
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 caji be processed. 7�
Signature
Method of Payment: (Faxed permit application:
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
Date
i)
TIN#:
A�
64.
❑ Other
Sfrikane
$Valley
11707 E Sprague Ave Suite 106 + Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityha1li spokanevaltey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
O Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.: ~. r
❑ 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
Nov 14 06 10:47a Larry 5098911977 p.1
j 1
3�
! a G
3f 17 +
PURLIN
SIZES
AND
SPACING
USE 2'
X 6'
DF -L
#2 @ 2' 0' O.C., 8' BAYS
USE 2'
X 6'
DF -L
#2 @ 2' 0' ❑.C„ 10' BAYS
USE 2'
X 8'
DF -L
#2 @ 2' 0' O.C., 12' BAYS
PURLIN CONNECTION METHOD
PURLINS WILL BE HUNG FROM
LEAN TO RAFTERS WITH
STANDARD SIMPS❑N J❑IST
HANGERS OR EQUAL,
NOTES FOR LEAN TO CONNECTION DETAIL
5MANUFACTURED TRUSS
NOTCH_ POSTS 1-if2' E^CH SIDE TO _
PR❑VIDE TRUSS SEAT,
S2 TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE,
S3 3/4' DIA. MACHINE BOLT
2 2' X 6' X 24' DF -L CONNECTION BLOCK,
PROVIDE BLOCK EACH SIDE OF POST.
SS TYP. PURLIN. SEE CHART AT LEFT FOR SIZES.
S6 2' X 6' OR 2' X 8' EAVE GIRT
S7 2' X 6' DF -L GIRTS @ 24' O.C..
TYPICAL 8, 10' OR 12' BAYS
S8 6' X 6' FULL SIZE LEAN TO POST
S9 16d NAILS
10 LEAN-TO RAFTERS - SEE CHART & SECTI❑N A -A
LEAN-TO ADDITION TO POST FRAME BUILDING
NOTES FOR F❑❑TING DETAIL
Sl TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
S�3 UNDISTURBED S❑IL
24'
SQ ARE ❑R R UND
FOOTING DETAIL
N.T.S.
CONTINUOUS ROOF SLOPE
J.0
PURLIN CONNECTION METHOD
PURLINS WILL 'BE HUNG FROM
LEAN TO RAFTERS WITH
STANDARD SIMPSON J❑IST
HANGERS OR EQUAL.
N❑TEi
PURLINS TO BE: SPACED @ 16' O.C.
UPPER HALF OF LEAN-TO SPAN
TO RESIST SNOV DRIFT LOAD
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 & 40 PSF LIVE
LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY B & C.
DESIGN LOADS - ROOF LL = 30 & 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 LATERAL BEARING PRESSURE 150 PSF.
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SANDY GRAVEL AND/OR GRAVEL SOILS OF
BETTER PER IBC TABLE 1804.2. 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 318-92.
WOOD - STRUCTURAL .LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING
MAXIMUM MOISTURE C01 i LN+i SHALL 3E 19% 8'1 WEiGHT. NAILING SHALL CONFORM TO
2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF
IBC 2000. ALL NAILS INTO PRESERVATIVEL 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.
�'T""E)S❑N J❑IST HANGER
6" OR 2" X 8" PURLIN
if.. n bs ' ri.. x IU" UK �.. X 12"
VERTICAL MEMBERS — SEE CHART
SECTION A - A
STANDAR.ID RAFTER PETAT1_S
NOTES FOR LEAN TO CONNECTION DETAIL
S1 MANUFACTURED TRUSS
NOTCH POSTS 1-1/2' EACH SIDE TO
PR❑VIDE TRUSS SEAT.
S2 TRUSS SUPPORT POST, SEE POST/FOOTING SCHEDULE.
S3 3/4' DIA. MACHINE BOLT - NOT REQ'D ON ENDWALLS
S4 2' X 6' X 24' DF -L CONNECTION BLOCK.
PROVIDE BLOCK EACH SIDE OF POST.
S5 TYP. PURLIN. SEE CHART AT LEFT FOR SIZES,
S6 2' X 6' OR 2' X 8' EAVE GIRT FL�LL WIDTH 2" X 6"
S7 2' X 6' DF -L GIRTS @ 24' O.C..
TYPICAL 8', 10' OR 12' BAYS
6' X 6' FULL SIZE LEAN TO POST
S9 16d NAILS
ril
10 LEAN-TO RAFTERS - SEE CHART & SECTION A -A
W
PU
LLI
H
tY
LLJ
RAFTER SECTION CHART
SPAN
. BAY LIVE LOAD
SPACE PSF
RAFTER SECTION SIZE
OR COMBINATION
ENDWALL RAFTER SECTION
SIZE OR COMBINATION
a•
8'0"
30
2-2'X8'
2'X8'
4
8'0'
:.
30
2-2'X8'
Zp
e
�
r2'
'
30
2
- 2'
X 10'
2'
X
10'
8'O"
8'0'40
2-2'X8'
2'X8'
d
8'
colot
ON
40
2
- 2'
X 10'
2'
.4
10'
'
ON
lip,
n,
40
2
- 2'
X 10'
2'
X
10'
'
ON
18'
0"
30
2
- 2'
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 & 40 PSF LIVE
LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY B & C.
DESIGN LOADS - ROOF LL = 30 & 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 LATERAL BEARING PRESSURE 150 PSF.
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SANDY GRAVEL AND/OR GRAVEL SOILS OF
BETTER PER IBC TABLE 1804.2. 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 318-92.
WOOD - STRUCTURAL .LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING
MAXIMUM MOISTURE C01 i LN+i SHALL 3E 19% 8'1 WEiGHT. NAILING SHALL CONFORM TO
2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF
IBC 2000. ALL NAILS INTO PRESERVATIVEL 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.
�'T""E)S❑N J❑IST HANGER
6" OR 2" X 8" PURLIN
if.. n bs ' ri.. x IU" UK �.. X 12"
VERTICAL MEMBERS — SEE CHART
SECTION A - A
STANDAR.ID RAFTER PETAT1_S
NOTES FOR LEAN TO CONNECTION DETAIL
S1 MANUFACTURED TRUSS
NOTCH POSTS 1-1/2' EACH SIDE TO
PR❑VIDE TRUSS SEAT.
S2 TRUSS SUPPORT POST, SEE POST/FOOTING SCHEDULE.
S3 3/4' DIA. MACHINE BOLT - NOT REQ'D ON ENDWALLS
S4 2' X 6' X 24' DF -L CONNECTION BLOCK.
PROVIDE BLOCK EACH SIDE OF POST.
S5 TYP. PURLIN. SEE CHART AT LEFT FOR SIZES,
S6 2' X 6' OR 2' X 8' EAVE GIRT FL�LL WIDTH 2" X 6"
S7 2' X 6' DF -L GIRTS @ 24' O.C..
TYPICAL 8', 10' OR 12' BAYS
6' X 6' FULL SIZE LEAN TO POST
S9 16d NAILS
ril
10 LEAN-TO RAFTERS - SEE CHART & SECTION A -A
W
PU
LLI
H
tY
LLJ
LEAN-TO ADDITION TO POST FRAME BUILDING
N.T.S.
RAFTER SECTION CHART
SPAN
. BAY LIVE LOAD
SPACE PSF
RAFTER SECTION SIZE
OR COMBINATION
ENDWALL RAFTER SECTION
SIZE OR COMBINATION
a•
8'0"
30
2-2'X8'
2'X8'
4
8'0'
:.
30
2-2'X8'
e
�
LEAN-TO ADDITION TO POST FRAME BUILDING
N.T.S.
G
CL
Ld
Q
SIMP
2" X
16d 1
SON J❑IST HANGER
6" OR 2" X 8" PURLIN
JAIL @ 10" ❑,C.
2„ X 8") 2" X 10" OR 2" X 12„
VERTICAL MEMBERS - SEE CHART
SECTION A - A -
BOX
BEAM DETAILS
?0,E
�47
SAIL @ 10" O.C.
JAIL @ 10" O.C.
2" X __ LAMINATED T❑
ENDWALL RAFTER WHERE 2" X 8", 2" 10" OR 2" X 12"
REQ'D - SSE CHAR ENDWALL RAFTER - SEE CHART
SECTION A - A
STANDARD ENDWALL RAFTER DETAILS
it
NAL
Q�&X T ,�q� jog ees
e '
4974
0
� 8'
�� WA ONAL
EXPIRES 12/29/07
WAMBEKE ENGINEERING,.
i 2913 E. 61st Court
Daniel WaMbeke P. E, Spokane, WA 99223
letephonei 509-443-6186 Faxl 509-448-6582 e-mail dwambeke@msn.coM
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
LEAN TO ADDITIONS TO POST FRAME BUILDINGS
30 PSF &- 40 PSF LIVE LOAD
i BEERBOHM BUILDINGS
26217 N: SANDS ROAD
I CHATTAROY, WASHINGTON 99003
BY DATE DRAWING NO., REV.
DRAWN WAMBEKE 7-22-05 BEER BOHM.LEAN. IBC200
CHECKED
EV BY DATE DESCRIPTI❑N OF CHANGE PROJECT NO. 2005 SCALE, N.T.S. SHEET, 1 OF 1
1
RAFTER SECTION CHART
SPAN
. BAY LIVE LOAD
SPACE PSF
RAFTER SECTION SIZE
OR COMBINATION
ENDWALL RAFTER SECTION
SIZE OR COMBINATION
8'0'
8'0"
30
2-2'X8'
2'X8'
8'0'
30
2-2'X8'
2'X8'
'
30
2
- 2'
X 10'
2'
X
10'
8'O"
8'0'40
2-2'X8'
2'X8'
8'
colot
ON
40
2
- 2'
X 10'
2'
X
10'
'
ON
lip,
n,
40
2
- 2'
X 10'
2'
X
10'
'
ON
18'
0"
30
2
- 2'
X 10'
2'
X
10'
'
0110,
ON
30
2
- 2'
X 10'
2'
X
10'
'
0112,
ON
30
2
- 2'
X 12'
2'
X
12'
'
01
8'
0'
40
2
- 2'
X 10"
2'
X
10'
'
01,10,
ON
40
2-2"X12'
2'X12'
'
ON
12,
ON
40
2 -
2'
X 8' &
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 8'
'
01
8'
0'
30
2 -
2'
X 12'
2'
X
12'
Lai
1,
0,
30
2 -
2'
X 8' &
2 -
2' X
6"
BOX
2"
X
12'
& 2'
X 8"
'
ON11
pf
ON
30
2 -
2'
X 10'
&
2 -
2` X
6'
BOX
2'
X
12'
& 2'
` X 8'
.8'ON
40
2-2'X8'&2-2'X6'BOX
2'X12'&2'X8'
0-110,
ON
40
2 -
2'
X 10'
&
2 -
2' X
6'
BOX
2'
X 12'
& 2'
X 8'
'
n,
1i P,
"
40
2-2'X10'&2-2'X6'BOX
2-2'X12'
'
Of8'0'
30
2-2'X
ION
&2-2'X6'BOX
2'X12'&2'X10'
'
ON
ON
30
2-2'X10'&2-2'X6'BOX
2'X12'&2'X10"
ON
'
ON
.30
2-2'X12'&2-2'X6'BOX
2-2'X12'
•8'O"
40
2 -
2'
X 10'
&
2 -
2' X
6'
BOX
2-2'X12'
'
n,
h ri,
ON
40
2 -
2'
X 12'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
DF -L #1
'
ff
1121
ON
40
2-2'X12'&2-2'X6'BOX
DF -L#1
2
-
2' X
12'
DF -L #1
'
0,
8'
0'
30
2 -
2'
X 12'
DF -L
S. STRUCT,
2'
X
12'
DF -L
S. STRUCT.
'
"
30
2 -
2'
X 12'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
'
ON
ON
30
2 -
2' X
12' &
2
- 2'
X 6'
BOX
DF -L
#1
2
-
2' X
12'
DF -L S.S,
'
0 '8'0"
40
2-2'X12'&2-2'X6'BOX
2
-
2' X
12'
DF -L #1
'
40
2-2'X12'&2-2'X6'
BOX
DF-LS.S2
-
2' X
12'
DF -L S.S.
'
1'
12,
ON
40
14-2'X12'&2-2'X6'
BOX
DF-LS.S2
-
2' X
12'
DF -L S.S.
G
CL
Ld
Q
SIMP
2" X
16d 1
SON J❑IST HANGER
6" OR 2" X 8" PURLIN
JAIL @ 10" ❑,C.
2„ X 8") 2" X 10" OR 2" X 12„
VERTICAL MEMBERS - SEE CHART
SECTION A - A -
BOX
BEAM DETAILS
?0,E
�47
SAIL @ 10" O.C.
JAIL @ 10" O.C.
2" X __ LAMINATED T❑
ENDWALL RAFTER WHERE 2" X 8", 2" 10" OR 2" X 12"
REQ'D - SSE CHAR ENDWALL RAFTER - SEE CHART
SECTION A - A
STANDARD ENDWALL RAFTER DETAILS
it
NAL
Q�&X T ,�q� jog ees
e '
4974
0
� 8'
�� WA ONAL
EXPIRES 12/29/07
WAMBEKE ENGINEERING,.
i 2913 E. 61st Court
Daniel WaMbeke P. E, Spokane, WA 99223
letephonei 509-443-6186 Faxl 509-448-6582 e-mail dwambeke@msn.coM
LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS
LEAN TO ADDITIONS TO POST FRAME BUILDINGS
30 PSF &- 40 PSF LIVE LOAD
i BEERBOHM BUILDINGS
26217 N: SANDS ROAD
I CHATTAROY, WASHINGTON 99003
BY DATE DRAWING NO., REV.
DRAWN WAMBEKE 7-22-05 BEER BOHM.LEAN. IBC200
CHECKED
EV BY DATE DESCRIPTI❑N OF CHANGE PROJECT NO. 2005 SCALE, N.T.S. SHEET, 1 OF 1
1