2006, 09-29 Permit App: 06003885 Pole BldgParcel Number: 45283.5629 Block: Lot:
SiteAddress: 11313 E 32ND AVE Owner: Name: BATES, DARRYL
Address: 11313 E 32ND AVE
Location:: CSV SPOKANE VALLEY, WA 99206
Zoning: UR -3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: .00 Acres Width: 1021 Depth: 130 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:.
Review
Flood Plain Release&By:_
Originally Released: 9/28/2006 By: amblake
Building Plan Review Released By:
Originally Released: 9/29/2006 By: TMELBOU
Driveway/Approach Released;By:
Landuse/Zoning/HE Conditions Released''By:
Originally Released: 9/28/2006 By: cjjanssen
Operator: AMB Printed By: AMB Print Date: 9/29/2006
Project Number: 06003885 Inv: l Application Date: 9/28/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District:
Area: .00 Acres Width: 1021
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Address: 11313 E 32ND AVE
SPOKANE VALLEY, WA 99206
Hold: ❑
Depth: 130 Right Of Way (ft): 0
Review Information: ..a. ., :i ->. -
Review
Flood Plain
Landuse/Zoning/HE Conditions
Sewer Review
Operator: AMB Printed By: AMB Print Date: 9/28/2006
Page 2 of 3
Description Grp Type Notes
POLE BDLG U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBCSURCHARGE
Total Project:
Sg Ft Valuation
864 $16,416.00
864 $16,416.00
Fee Amount
$279.25
$69.81
$4.50
$353.56
Operator: AMB Printed By: AMB Print Date: 9/29/2006
This Application:
Sg Ft Valuation
864 $16,416.00
Totals:
864 $16,416.00
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
Permit Total Fees:
Total Project:
Sg Ft Valuation
864 $16,416.00
864 $16,416.00
Fee Amount
$279.25
$69.81
$4.50
$353.56
Operator: AMB Printed By: AMB Print Date: 9/29/2006
Project Number: 06003885 Inv: I Application Date: 9/29/2006 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes:
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.
(A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO
PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY
PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW.
(B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW,
CONSTRUCTION INSPECTION AND SURVEYING.
Payment Summary: x.
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $353.56 $353.56 $0.00 $353.56
$353.56 $353.56 $0.00 $353.56
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: AMB Print Date: 9/29/2006
Permit Center ` ;, , I S ,
11707 E Sprague Ave, Suit lfl '' " l� -q PERMIT NUMBER:
61 aalne
8
Spokane Valley, WA 992061
Valley (509)688-0036 FAX: (509)688-0037 6 - PERMIT FEE:
Community Development .���'.s okanevalle .or�.coi 9�} i
v i�
Residential Construction New Construction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS/,�j/ 3 f'• ��? " �� �e
ASSESSORS PARCEL 3-7C,, SCQ ZcI LEGAL DESCRIPTION:. e Ko/-» v 9-#/C to//
L *S / S-* 14e e/A-1 sco Exe
Building owner
Name: Do-j-.-L/-
Address: / / / 3 / 3 F • a '0 C/ xi L 2
City: S v -a h e- zip: 89
Phone: U t-1 Fax:
Contact Person'_
Name: �l /� Z z a r d
Phone: "7"7-]' --�0`-2q U
Contractor %rc��1z�-P
5 I1era
Name:
TOTAL HABITABLE SPACE:
/lam /
Address: C,)(
G S -
City: S t FOL" C'
zip: 3
Phone: •'7-77 • "Ta170
Fax: 026 Lf S 7 Sit -7 0
Lic No: ST £ £t S4 pcly)3D
Exp. Date: 02 c c
City Business Lie No:
h / �
Describe the scope of work in detail: Cost of Project:
$ v
a(-/x.36�xI-;2 46(e bul ld irtg
**************The following MUST be complete: (write N/A if nota licable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
/lam /
. t/X' l
/
/1J /' -T
MAIN FLOOR TO SQ.
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG: a(�
N
h / �
AREA: � /��
� C'
4
FINISHED BASEMENT
GE SQ. FTG:
DECK/CU V. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG: lv p-
N Ip
TY: /`� f
# OF BEDROOMS:
CONsT UCTION TYPE:
HEATS RCE:
SEWER R SEPTIC?
N
l'Ol e Z1 "
x1
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 calf be processed.
Signature i Date
Method of Payment. (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
0cin0kane
Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhaLt@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.
❑ 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.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
STEEL STRUCTURES AMERICA, INC.
1-800-833-9997
Name Da212,Q / do f -e -S
Mailing Address //.3/3 ��St 3 7•r OV-0—
City SPoka,,..c Uall,&y StateLAj-&- Zip !a T2oa'
Job Address
City State
County _ S Pekary -- Zip Sidewall 10-46— Gable
Telephone Home Work
Building Size x x
60' 70' 80' 90'
i
Appt. Time
Date_
0 10'
10'
20'
30'
40'
20' 30' 40' 50'
/A�BaX loz���
00.
ay'
/ (e
f 4 -
V
0
L
��P. I ��)ao .� -
,�c-ry 1-0-T SQ0t2-e-L
PLANNING DEPT. APPROVED
BY -0--j \L -Q - ,y
DATE: C 12S 10(c
Scale: 3/4 =U'
Customer Signature Sales Signature
Job Name:
Truswal I stems Plates are 20 a. unless shown by "18"(18 ga ), "ll ga.) or "MX"(TWMX 20 ga.), positioned per Joint Details Report.
Circled plates and false frame ales ora sitione as shown above. Shin able stud latex to avoid overha with structural lases(or staple).
Truss ID: ST24
Qty: 1
BRG X -LOC REACT SIZE REQ'D
TC 2x6 HF 18 OF -1.6E
Designed per ANSI/TPI 1-2002
This design lased on chard bracing applied
1 0- 2-12 3600 5.50" 4.71"-
BC 2x6 IDoOf-3.6E
This design does not account for long term
per the following schedule:
2 23- 9- 4 3600 5.50" 4.71"
OF
WEB 2x4 DFL STIR)
time dependent loading (creep). Building
max O.C. from to
BRG REQUIREMENTS shown are based ONLY
Lumber shear allmnables re per NDS.
THIS DESIGN IS THE COMPOSITE RESULT OF
Des,must account for this.
Refer to Joint OC Detail Sheet for
TC 24.00" 0- 0- 0 z4- 0- 0
BC 108.00" 0- 0- 0 24- 0- 0
on the truss material at each bearing
MULTIPLE LOAD CASES.
Maximum Rotational Tolerance used
UPLIFT REACTION(S)
MAX DEFLECTION (span) :
IF HANGERS ARE INDICATED ON THIS DRAWING,
THEY ARE BASED ON S.S" HANGER NAILS FOR
SRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
Support Cd,C Wind Non -Mind
1 -792 1b
L/682 MEM 7-8 (LIVE) LC 1
1 -PLV AND 3" HANGER NAILS FO0. NUL7I-PLV
nd ANSI/TPI and a e reported in available
2 -792 ib
L- -0.41" D. -0.10" T= -0.52"
CRITICAL MEMBER FORCES:
7C [OHP. WR. / TENS. DUR. [SI
GIRDERS. IF 2.5" GUN NAILS ARE USED , THE
HANGERS MUST BE RE-EVALUATED (BY 6%ERS).
documents such as ICBO !1607.
Loaded for 10 PSF non -concurrent RCLL.
This truss is desi ped using the
ASCE7-02 Wind Spec fication
Ves,
1-2 -6258 1.15 / 1721 1.60 0.85
ASCEIT SNOW LOAD DESIGN CRITERIA:
Pg 40 Ce 1.0, 1b. 1.0, Ct 1.10
Loaded far 200 16 non -concurrent moving BCLL
Hldg Enclosed = Importance Factor = 0.87
Truss Location Not End Zone
2-3 -6972 1.15 / 1529 1.60 0.89
. psf, .
Designed for a post -frame building
THE PURLINS IF SPECIFIED ON THE
.
Hurricane/Ocean Line . No Exp Category = C
3-4 -6972 1.15 / 1528 1.60 0.89
4-5 -6256 1.15 / vz1 1.60 0.15
application.
pV
BOTTOM CHORD MAY NOT SUPPORT ANY
Bldg Length = 24.00 ft Bldg Width = 24.00 ft
MeM height 14.25 ft, 90
TRUSPLUS 6.0 VER: T6.5.30
CEILING LOAD. THEY ARE FOR LATERAL
roof . mph =
TPI Lm Hazard Dead Load . 3.6 psf
C R. CSI
6-7 -15391.60/ 766015 6.92
CoMP. WR./ TENS.TI...
DEFL RATIO: L/240 TC: L/18
BRACING ONLY. THESE PURLINS ARE
ne Main Wind Force Resisting System
Cnponents Cladding
7-8 -9381.60/ 514715 0.59
NOT REQUIRED IF A RIGID CEILING
ansiyyned
an and
Tributary Area = 144 sgft
8-9 -381.60/ 734717 0.74
IS DIRECTLY ATTACHED. THE APPLIED
9-i6 _1953911.601/ 766015 o.9z
CEILING LOAD MUST BE ATTACHED AT
DIIR. CSI
R. / TENS.il
2-7 -206015 / 4771.60 0.49
WB COMP.T1.1
34"O.C, MAX.
3-7 -40560 / 23621.15 D.
3-9 -40560 / 21621.1S 0.72
4-9 -206015 / 477.60 0.49
1 2 3 4 5
4.00 4.0
T 8-B
4-4 4-4
4-6-1 4-6 1
SH
8-12 8-12
l
z z
0-6-1 6-6 S=6-8 0-6-1
B1 Fr6 82
W:508 VV:508
R:3600 R:3600
U:-792 U:-792
t 24-0-0
6 7 B 9 10
Truswal I stems Plates are 20 a. unless shown by "18"(18 ga ), "ll ga.) or "MX"(TWMX 20 ga.), positioned per Joint Details Report.
Circled plates and false frame ales ora sitione as shown above. Shin able stud latex to avoid overha with structural lases(or staple).
616/2006
99! RNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor.
Cust:
design I: fix an Individual building eomponenl not truss system. It has been based on specifications on vlded try the component manufacturer
W0: Dri ve_C_st3_L000O S_300001
®
:is
and done fn accordance with the cunent versionsof TPI and AFPA design standards. Nm reapmalbillry le assumed for dmensionaf eccurecy. Dimensions
Dsgn r • RM
#LC = 49 WT • 144
are to be verified by the component manufacturer andfor building designer prior to fabdcaffon. The building designer must ascertain that the load
TC Live
40.00 psf
LiveDur L=1.15 P=1.15
utlNzed on this design meet or exceed the toading Imposed by the local Wilding code and the partlwlar applicators The design assumes that the top chord
TIMBERLINE
mister'llybraced bythe roof orflow sheammgand the boommchord Islaterarynacedbyarigid sheathing material directly attached, unleaeomeriMse
TC Snow
30.80 psf
SnowDur L=1.15 P=1.15
noted. Bracing shown Is for lateral support of components members only to reduce Wciding length. This component shall not be placed in any
TC Dead
5.00 psf
Rep M6r Find /Comp /Tens
®TRUSS
8525 North Freya Street
environmerdmatvANcause the moisture content ofthe wood toexceed 19%andforcause connector plate corrosion. Fabricate, hands,instaA
and brace this trues In accordance wins the following standards: 'Joint and Cutting Detail Reportsavallable tie output from Truswal software,
BC Live
0.00 psf
1.00 / 1.00 / 1.00
Spokane, WA 992117
'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design RespondhNitle0.'BULDINe COMPONENT SAFETY INFORMATION' -
BC Dead
5.00 psf
O.C.Spacing 6- 0- 0
(BCSI 1-03) and TICS) SUMMARY SHEETS' l5' WfCA and 7P1. The Trues Plate Inetltule (TPI) le located at 583 D'OnofdO Odve, Madeon,
TRUSPLUS 6.0 VER: T6.5.30
Wriconsin53719. Th. AmedcanForest and PIP,, Association (AFPA)Islocated ofIIIII M Street, NW, Ste 800,WashinglogDC20036,
Bldg Code:
IBC -2003
DEFL RATIO: L/240 TC: L/18
0
A"lk---Jmmw--
CONTRACTOR TO VERIFY
ACTUAL NORTH ON JOBSITE
12'
1 24'
12' 1
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
2. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
3. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED.
RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR
DURABILITY ONLY.
4. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO PURLINS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C.
5. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO GIRTS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C
6. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
7. (4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
8. DESIGN LOADS:
LIVE LOAD: 20 PSF
SNOW LOAD: 40 PSF
WIND SPEED: 85 MPH EXP C
SEISMIC ZONE: D1
SOIL BEARING: 1500 PSF
NOTES
C/C = CENTER TO CENTER
DBL = DOUBLE
GALV = GALVANIZED
HD = HOT DIPPED
MIN = MINIMUM
PT = PRESSURE TREATED
SCSJ = SAW CUT JOINT
SW = SHEAR WALL
TYP = TYPICAL
EXTENTS OF CONCRETE SLAB
LEGEND
EXPIRES 08/18/ &
FOUNDATION PLAN SCALE: 3/16"=1'
DRAWN BY: FC APPROVED BY-CINS I ADDRESS WHERE WORK WILL BE ONE' PRWE01 SRr. w,uE sRT� 1
DATE 9/14/06 PROJ. NO.: 2832.0/ 3686 11 13 EAST 32nd AVDARREL BATES FOUNDATION PLAN
NO.: T OKANF VA WA 2ex36'x12' POLE BUILDING AND NOTES
SPOKANE COUNTY
36'
12' � 12' -12'
/
3068 /
-
�
4x6 � \
J
N
t%1
O
o
NOTE: ALL POSTS ARE
\
PT 6x6 #2 HEM FIR,
-
o
UNLESS NOTED OTHERWISE
SCSJ (IR
_
\
EMBED ALL 4x
IN 12"0, 2'-0" DEEP
x
t0
'-
4" CONCRETE
SLAB
ON GRADE.
SMOOTH
TROWEL
FINISH
DETAIL 1/S3
TYP
12'
1 24'
12' 1
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
2. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
3. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED.
RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR
DURABILITY ONLY.
4. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO PURLINS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C.
5. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTEN SHEATHING TO GIRTS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C
6. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
7. (4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
8. DESIGN LOADS:
LIVE LOAD: 20 PSF
SNOW LOAD: 40 PSF
WIND SPEED: 85 MPH EXP C
SEISMIC ZONE: D1
SOIL BEARING: 1500 PSF
NOTES
C/C = CENTER TO CENTER
DBL = DOUBLE
GALV = GALVANIZED
HD = HOT DIPPED
MIN = MINIMUM
PT = PRESSURE TREATED
SCSJ = SAW CUT JOINT
SW = SHEAR WALL
TYP = TYPICAL
EXTENTS OF CONCRETE SLAB
LEGEND
EXPIRES 08/18/ &
FOUNDATION PLAN SCALE: 3/16"=1'
DRAWN BY: FC APPROVED BY-CINS I ADDRESS WHERE WORK WILL BE ONE' PRWE01 SRr. w,uE sRT� 1
DATE 9/14/06 PROJ. NO.: 2832.0/ 3686 11 13 EAST 32nd AVDARREL BATES FOUNDATION PLAN
NO.: T OKANF VA WA 2ex36'x12' POLE BUILDING AND NOTES
SPOKANE COUNTY
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NAIL TRUSS TO POST
WITH (5) 20d HD
GALV. TYP
VAIL 2x6 BLOCK
JNDER TRUSS
WITH (1 1) 20d HD
3ALV. TYP
NAIL 2x6 TO POST
WITH (3) 20d HD
GALV. TYP
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GRADE +
_ +
FASTEN
TRUSS TO POST WITH
2x6 GIRTS
1-11
1=I I
(1)
5/8" THRU BOLT AND
C/C
(24) 30d HD
16'
(4)
20d HD GALV NAILS,
AT 2
++
I I
IDES
PRE—DRILL.
NOTCH POST AND
11'±
MIN DEPTH .II
_
STAGGERED
12
FIT
TRUSS FLUSH WITH POST.
3'-6" VIII +
1" EXPOSED
CLEAR
`O
CO
�I ILt
CONCRETE
Q0
Q0
+
PT 2x10
;I�1 + 11111
CONCRETE SLAB
BASE GIRT
I I=1I
—
_
2'-0" 0
1—
24'
SECTION A - MAIN BUILDING SECTION
SCALE: 3/16"=1'
DETAIL 1 - TYP FTG
N.T.S.
2x8
20d AT 12" C/C
37708
SSI�NAL�
EXPIRES
08/18/�^'�
DETAIL 2 -HEADER N.T.S.
DRAWN BY - FC APPROVED BY: CWB
I ADDRESS WHERE WORK WILLB DONE:
PRWECT
DARRElL BATES
SHT NWE
MAIN BURRING SECTION
SHT. NO,
S3
DATE: 9/14/06 PROJ. NO.: 2832.0/
3686
11313 AST 32nd AVE
ax36'x1 Z' POLE BUILDING
AND DETAILS
REV NO � 0 SCALE NOTED P KAN VA Y A
SPOKANE UNTY
16'x10' 0/H DOOR
SOUTH ELEVATION
SCALE: 3/16"=1'
EAST ELEVATION
SCALE: 3/16"=1'
3068
� C
� O
.0 37708
�D,t. ��'GISTER�CSS�'
�SsjoNaL
EXPIRES 08/18 �
NORTH ELEVATION
SCALE: 3/16"=1'
WEST ELEVATION
SCALE: 3/16"=1'
DRAWN BY: FC
APPROVED Y: CWB I ADDRESS WHERE WORK WILL E N
PROJECT
L BATES
sur. u E
BUILDING ELEVATIONS
L�m
AT : 9 14 06 PROJ. NO.: .0 3686 11313AST32nd AV
REV. NO.:
SCALE: N KAN VA Y A
24'x36'x12' POLE BUILDING
SPOKANE COUNTY
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
POOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR QoDE COMPLIANCE
SPOKANE VALL, BUI ING DMSION
za oL