2008, 06-13 Permit App: 08002217 DeckProject Number: 08002217 Inv: I Application Date: 6/13/2008 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information: -
Permit Use: COVERED DECK OFF NEW ADDITION 10 X 14.5 Contact: PATTERSON, BILL & SANDEE
Address: 4615 N SUNNYVALE
C - S - Z: SPOKANE VALLEY, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (609) 926-5252
Group Name:
Site Information: Project Name:
Plat Key: 003345 Name: SUNNYVALE ACRES District: East
Parcel Number: 45011.0911 Block: Lot:
SiteAddress: 4615 N SUNNYVALE DR Owner: Name: PATTERSON, BILL & SANDEE
Address: 4615 N SUNNYVALE
Location:: CSV SPOKANE VALLEY, WA 99216
Zoning: R-3 . SF Res District
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 1,320.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Originally Released:
Landuse/Zoning/HE Conditions
Released'By:
6/11/2008 By: tmelbourn
Released By:
Originally Released: 6/13/2008 By: tschmidt
Permits:_ ..s aar,.:.. MAO
Operator: jmm Printed By: jmm Print Date: 6/13/2008
Project Number: 08002217 Inv: I Application Date: 6/13/2008 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Description Grp Type Notes
COV DECK R-3 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summa
Building Permit — -
- -
Firm: OWNER
Phone: (000)
000-0000
This Application:
Total Project:
Sg Ft Valuation
Scl Ft Valuation
145 $2,175.00
145 $2,175.00
Totals: 145 $2,175.00
145 $2,175.00
Units Unit Desc
Fee Amount
1 SELECT
$83.25
1 SELECT
$20.81
1 SELECT
$4.50
Permit Total Fees:
$108.56
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $108.56 $108.56 $0.00 $108.56
$108.56 $108.56 $0.00 $108.56
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: jmm Printed By: jmm Print Date: 6/13/2008
Permit Center PERMIT NUMBER: S
Scrryof 11703 E Sprague Ave, Suite B-3
pokane Spokane Valley, WA 99206 PERMIT FEE:
V41 (509)688-0036 FAX: (509)688-0037
kanevalley or '01
www.spo
Community Development . _..._------""`
Residential Construction Construction Accessory Bldg
Permit Application Addition/Remodel Deck
❑ Other:
SITE ADDRESS: lQ I J I v
ASSESSORS PARCEL NO: ID G I I . 69) LEGAL DESCRIPTION:
Building Owner:
Name: IM
Address:
City: C� U� State: Zip
Phone:5Oq � S Fax:
Contact Person
Name:
Phone: r
Describe the scope of work in detail:
Proposed Use:
Contractor:
Name:
Address:
City: State: Zip:
Phone: Fax:
Contractor Lic No: Exp Date:
City Business Lic. No:
Cost of Project: $
Aii7TQ'T i,n nAmTlniP• (wri*P N/A if not
^••••••.. .. .. .. .. ......._
JL Hu 1VliV♦V
HEIGHT TO PEAK:
1116 111VU1 ver vvaaa avev.
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
2 NLFLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG:
AREA:
FINISHED BASEMENT
GARAGE SQ. FTG:
DECK/ OV. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG:
I / 9l -i-
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT OURPE�"
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 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 processed.
SIGNATURE: S(�� �?�oy�� DATE:
Method of Payment.
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 2/15/07
❑ Mastercard ❑ VISA
Expires: VIN#:
SOF 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206
p♦ 509.688.0036 ♦ Fax: 509.688.0037
,,;00OValle
Y
MX Completed Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
MX Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
pX Show the height of any proposed buildings or accessory structures.
❑X 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.
MX Egress windows: Provide at least one window or exterior door approved for
emergency escape or rescue from basement and in every room for sleeping.
❑X Floor framing details: Joist type, size, spacing and installation details.
MX Roof framing plan and details
MX Furnace and hot water heater location
MX All header locations: type, size and connections
pX Foundation plan
❑X Insulation information
r7iDecks and Stairway details
All braced wall panel types: show locations and details of installation, including
engineered design
Smoke detector locations
22" x 30" attic access location
18" x 24" crawl space access
One-hour separation detail: between house and garage
. SCITY OF -1 0000,
OKane
49, P OoValleyo
For City Use.Only
PLUS Project Number—
Project
umber
Project Address t. j l�
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re -submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure, you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re -
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE -APPLICANT PINK - BUILDING FILE REV 9/07
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DECKS: Ledger board requires 'h" lag bolt @ 16" o.c. with
flashing behind. Guardrail 36 in. high required if floor more than
30 in. above grade. Picket spacing no more than 4 in. apart. Posts
require approved base and beam connectors. Min. 24 in. frost
protection to finish grade with min. 12 in. footing base.
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HANDRAILS: Height of 34 — 38 inches when required by four or
more risers shall be continuous the full length of stairs with the
ends returned or rounded. LANDINGS: Required min. width of 36
in. or width of stairway and 36 in. travel distance.
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in.
Min. 6 ft. 8 in. headroom. Enclosed usable space under
stairways requires 1 hour fire Drotection of %2 in. GWB
Decking
"on centsr.
from edge of
to center or
be 1-Ih"
simum
if
I-- 7'-0" maximum -- +►� .." - '— —
stat basecap
1^ min. above concrete or
provide treated wood
r
inimum 1000 psi
s rooting
.!—i" minimum
1000 psi concrete
3"
Nal
-F
36"
minimum
I
Irpeeler Ihu
provide 10
40 breoo e
Io -basis cool
(Maximum
Height shall
more ban it
Yost & Beam Connection detail (interior condition)
Post Cep Installed per manufacturer'@ Instruction
1 P m1n.
�« leI Knee ss br brace
N Ill- mho. (04)
Two 1!Z" diameter leg Knep brace
bolls top and bottom typical —.�.._
Post
-Metal basecep
" min. above concrete or
eo ids treated wood
6" minimum
T 24nimum it covered
minimum
ledger altaelunsnl owl be oohed through
Post & Beam Comlection detail
est cep Installed per msuureclurer's instruction
Ig" min.
Z4" Max. (4x4)
overhang nee brsc.�
Iina11e7AaneaAW7edrra9lfrMT! 15 .r&Im6'xr7almmEil r—'Icon
. Tvo VZ" dimeler lag
bulla lop end bnitum Irnieal
Port
min
if, minimum itcovered
12" min
,i:�"..l.l.:..l
Nelursl Grade_
7' to daylight '
min
stat basecap
1^ min. above concrete or
provide treated wood
r
inimum 1000 psi
s rooting
.!—i" minimum
1000 psi concrete
3"
Nal
-F
36"
minimum
I
Irpeeler Ihu
provide 10
40 breoo e
Io -basis cool
(Maximum
Height shall
more ban it
Yost & Beam Connection detail (interior condition)
Post Cep Installed per manufacturer'@ Instruction
1 P m1n.
�« leI Knee ss br brace
N Ill- mho. (04)
Two 1!Z" diameter leg Knep brace
bolls top and bottom typical —.�.._
Post
-Metal basecep
" min. above concrete or
eo ids treated wood
6" minimum
T 24nimum it covered
minimum
ledger altaelunsnl owl be oohed through
Post & Beam Comlection detail
est cep Installed per msuureclurer's instruction
Ig" min.
Z4" Max. (4x4)
overhang nee brsc.�
Iina11e7AaneaAW7edrra9lfrMT! 15 .r&Im6'xr7almmEil r—'Icon
. Tvo VZ" dimeler lag
bulla lop end bnitum Irnieal
44N. SPHERE CANNOT
PASSTHRpUGH
FULL 30 IN. MIN GUARD
HEIGHT PER SECT.
R310.1 AT LANDING
341N. MIN GUARD HEIGHT PER SECT. R31 S.
130 IN. MAX FOR HANDRAIL PER SECT. R310.1
Y,
J_
Hoff tltPlfl OFY M. _BB
�►pl�llp�N Q � fMST
OHIiR nW W YYRlN1 WOHK
OPEN RISER PERMIT: ED—/ IN.
SPHERE WILL NOT PASS O
THROUGH OR WHERE HEIGHT OF
STAIR 19 LESS THAN 30 INCHES
.rte
0
MAX. RISB
rl, IN.
VARIATION OF RISER HEIGHTS
OR TREAD DEPTHS SHALL
NOT EXCEED %IN.
Job
Mark
Quan
Type
Span
P1 -Hl
Left OH
Right
OH Engineering
6727
XZ
1
TR
140600
4
2- 0- 0
2- 0-
0
PATTERSON/CO
C MT20 3.Ox 4.0 Ctr Ctr 0.62
O.C. From To
D MT20 2.Ox 3.0 Ctr Ctr 0.37
TC Cont. 0- 0- 0 14- 6- 0
BC Cont. 0- 0- 0 14- 6- 0
4 Gable studs to be attached
with 2.0x3.0 plates each end.
psf-Ld Dead Live
REFER TO ROBBINS ENG. GENERAL
TC 7.0 30.0
NOTES AND SYMBOLS SHEET FOR
BC 10.0 0.0
ADDITIONAL SPECIFICATIONS.
TC+BC 17.0 30.0
Total 47.0 Spacing 24.0"
NOTES:
Lumber Duration Factor 1.15
Trusses Manufactured by:
Plate Duration Factor 1.15
Valley Best Way
TC Fb=1.15 Fc=1.10 Ft=1.10
Analysis Conforms To:
DG 7-9-0
DG 7-9-0
OH Loading
Total Load Reactions (Lbs)
4x4=
it Down Uplift Horiz-
Design checked for LL on BC
A 838 215 U 36 R
HO 3-15
HO 3-15
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
B
Design checked for 10 psf non-
A 5.5" 1.5"
concurrent LL on BC.
HH 4
HH 4
4 (
* 2x311
G
Wind Loads - ANSI / ASCE 7-05
*2x311
I
Truss is designed as a Main
Plus 1 DL Load Case(s)
Wind -Force Resistance System.
T
Wind Speed: 90 mph
*2x311
Mean Roof Height: 25 -0
----------Top Chords----------
Exposure Category: C
*2x31
Occupancy Factor : 1.00
B -C 0.42 1199 C 0.01 0.41
Building Type: Enclosed
--------Bottom Chords---------
E
A -D 0.44 1143 T 0.14 0.30
TC Dead Load 4.0 psf
D -C 0.44 1143 T 0.14 0.30
R
-------------Webs-------------
Max comp. force 1199 Lbs
2-8-15
Max tens. force 1143 Lbs
TC
Quality Control Factor 1.25
W1
S
LL Defl -0.08" in A -D L/999
TC
Robbins Engineering, Inc./Online PlusTM 0 1996-2008 Version
22.0.018 Engineering - Portrait 5282008 4:12:04 PM Page 1
3x4=
3x4_
C
A
3
g
H
D 81
J
L
*2x311
*2x311
2x311
*2x311
*2x311
W:508
W:508
R: 837
R: 837
U: 215
U: 215
EP
7-3-0
14-6-0
7-3-0
TC 2-0-0
7-3-0
BC
EP
7-3-0
7-3-0
14-6-0
14-6-0
ALL PLATES ARE
MT2020
Scale: 0.360"= 1'
Robbins
Engineerinq, Inc./Online Plus' APPROX. TRUSS WEIGHT: 77.7 LBS
Online Plus -- Version 22.0.018
Shear // Grain in A -B 0.33
RUN DATE: 28 -MAY -08
Plates for each ply each face.
CSI -Size- ----Lumber----
Plate - MT20 20 Ga, Gross Area
TC 0.42 2x 4 1B
Plate - MT2H 20 Ga, Gross Area
BC 0.44 2x 4 1B
it Type Plt Size X Y JSI
WB 0.03 2x 4 DFL -#1
A MT20 3.Ox 4.0 Ctr Ctr 0.62
B MT20 4.Ox 4.0 Ctr Ctr 0.46
Brace truss as follows:
C MT20 3.Ox 4.0 Ctr Ctr 0.62
O.C. From To
D MT20 2.Ox 3.0 Ctr Ctr 0.37
TC Cont. 0- 0- 0 14- 6- 0
BC Cont. 0- 0- 0 14- 6- 0
4 Gable studs to be attached
with 2.0x3.0 plates each end.
psf-Ld Dead Live
REFER TO ROBBINS ENG. GENERAL
TC 7.0 30.0
NOTES AND SYMBOLS SHEET FOR
BC 10.0 0.0
ADDITIONAL SPECIFICATIONS.
TC+BC 17.0 30.0
Total 47.0 Spacing 24.0"
NOTES:
Lumber Duration Factor 1.15
Trusses Manufactured by:
Plate Duration Factor 1.15
Valley Best Way
TC Fb=1.15 Fc=1.10 Ft=1.10
Analysis Conforms To:
BC Fb=1.10 Fc=1.10 Ft=1.10
ANSI/TPI 95 & 02
OH Loading
Total Load Reactions (Lbs)
Soffit psf 2.0
it Down Uplift Horiz-
Design checked for LL on BC
A 838 215 U 36 R
per BOCA (section 1606.2.3),
C 837 215 U 36 R
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
it Brg Size Required
Design checked for 10 psf non-
A 5.5" 1.5"
concurrent LL on BC.
C 5.5" 1.5"
Refer to Gen Det 3 series for
web bracing and plating.
Plus 6 Wind Load Case(s)
Wind Loads - ANSI / ASCE 7-05
Plus 1 UBC LL Load Case(s)
Truss is designed as a Main
Plus 1 DL Load Case(s)
Wind -Force Resistance System.
Wind Speed: 90 mph
Membr CSI P Lbs Axl-CSI-Bnd
Mean Roof Height: 25 -0
----------Top Chords----------
Exposure Category: C
A -B 0.42 1199 C 0.01 0.41
Occupancy Factor : 1.00
B -C 0.42 1199 C 0.01 0.41
Building Type: Enclosed
--------Bottom Chords---------
Zone location: Exterior
A -D 0.44 1143 T 0.14 0.30
TC Dead Load 4.0 psf
D -C 0.44 1143 T 0.14 0.30
BC Dead Load 6.0 psf
-------------Webs-------------
Max comp. force 1199 Lbs
D -B 0.03 316 T
Max tens. force 1143 Lbs
Quality Control Factor 1.25
TL Defl -0.15" in A -D L/999
LL Defl -0.08" in A -D L/999
Robbins Engineering, Inc./Online PlusTM 0 1996-2008 Version
22.0.018 Engineering - Portrait 5282008 4:12:04 PM Page 1
` ,lob
67207
PATTERSON/CO
Mark
X3
an
5
Type Span P1 -Hl
SCIS 140600 4
Left OH
2- 0- 0
Right OH Engineering
2- 0- 0
TC+BC 17.0 30.0
Total 47.0 Spacing 24.0"
NOTES:
Lumber Duration Factor 1.15
DG 7-9-0
DG 7-9-0
Valley Best Way
Conn rms2To:
BCFb=1
4x4-
HO 3-14
HO 3-14
Soffit psf 2.0
it Down Uplift Horiz-
B
A 8311 215 U ,36
HH 3
HH 3
IBC/IRC-2003 and FBC 2004
1 �\
tion 1607.1), 20.0 psf.
it Brg Size Required '`
e ifi checked for 10 psf non-
T
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Plus 6 Wind Load Case(s)
Wind -Force Resistance System.
Plus 1 UBC LL Load Case(s)
W1
Plus 1 DL Load Case(s)
Mean Roof Height: 25-0
2-8-14
Exposure Category: C
TC
Occupancy Factor : 1.00
----------Top Chords----------
TC
1-1-9D
3x4-
B -C 0.45 2130 C 0.05 0.40
D
--------Bottom Chords ---- -----.,. _...._
3x4-
A -D 0.47 20599TT 0.25 0.22
A
BC
4x611
BC
C
D -B 0.13 856 T
_12
W:508
W:508
R: 837
R: 837
U: 215
U: 215
EP
TC 2-0-0
7-3-0
7-3-0
1
14-6-0
7-3-0
2-0-0
BC
7-3-0
7-3-0
EP
7-3-0
14-6-0
14-6-0
ALL PLATES ARE MP2020
Scale: 0.360"= 1'
Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 67.0 LBS
Online Plus -- Version 22.0.018 Hz Disp LL DL TL
RUN DATE: 28 -MAY -08 it C 0.07" 0.04" 0.11"
Shear // Grain in A -B 0.31
CSI -Size-
TC 0.45 2x 4 1B
BC 0.47 2x 4 1B
WB 0.13 2x 4 DFL -#1
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 14- 6- 0
BC Cont. 0- 0- 0 14- 6- 0
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
it Type Plt Size X Y JSI
A MT20 3.Ox 4.0 Ctr Ctr 0.95
B MT20 4.Ox 4.0 Ctr Ctr 0.61
C MT20 3.Ox 4.0 Ctr Ctr 0.95
D MT20 4.Ox 6.0 Ctr-0.5 0.89
psf-Ld Dead Live
REFER TO ROBBINS ENG. GENERAL
TC 7.0 30.0
NOTES AND SYMBOLS SHEET FOR
BC 10.0 0.0
ADDITIONAL SPECIFICATIONS.
TC+BC 17.0 30.0
Total 47.0 Spacing 24.0"
NOTES:
Lumber Duration Factor 1.15
Trusses Manufactured by:
TC F aD15 US I$FF 14?_
Valley Best Way
Conn rms2To:
BCFb=1
ANSI/TPI
OH Loading
Total Load Reactions (Lbs)
Soffit psf 2.0
it Down Uplift Horiz-
Design checked for LL on BC
A 8311 215 U ,36
per BOCA (section 1606.2.3),
C 838 215:'U +3 ii 1 ) %f'f '� ? 3 ;
IBC/IRC-2003 and FBC 2004
1 �\
tion 1607.1), 20.0 psf.
it Brg Size Required '`
e ifi checked for 10 psf non-
A 5.5" 1.5"
concurrent LL on BC.
C 5.5" 1.5"
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Plus 6 Wind Load Case(s)
Wind -Force Resistance System.
Plus 1 UBC LL Load Case(s)
Wind Speed: 90 mph
Plus 1 DL Load Case(s)
Mean Roof Height: 25-0
Exposure Category: C
Menbr CSI P Lbs Axl-CSI-Bnd
Occupancy Factor : 1.00
----------Top Chords----------
Building Type: Enclosed
A -B 0.45 2130 C 0.05 0.40
Zone location: Exterior
B -C 0.45 2130 C 0.05 0.40
TC Dead Load 4.0 psf
--------Bottom Chords ---- -----.,. _...._
BC Dead Load 6.0 psf
A -D 0.47 20599TT 0.25 0.22
Max comp. force 2130 Lbs
D -C 0.47 2059 T 0.25 0.22
Max tens. force 2059 Lbs
-------------Webs-------------
Quality Control Factor 1.25
D -B 0.13 856 T
TL Defl -0.24" in A -D L/669
LL Defl -0.14" in A -D L/999
Robbins Engineering, Inc./Online Plus- 0 1996-2008 Version 22.0.018 Engineering - Portrait 5/282008 4:12:03 PM Page 1
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FCi3 ;-Q-E-: COMPLIANCE
SPOKANE VALI .E- ' i11L c 01VISION
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