2008, 05-16 Permit App: 08001943 Storage Permit Center
Scm os�T� 117C��3 E Sprague Ave, Sui �t 3'%( PERMIT NUMBER: , j t/�j
pokane Spokane Valley,W1�� , EY PERMIT FEE:
jVallev (509)688-0036 (F :0006888-0037
J www.spokanevafley.org�,A A� 23 ZOO®
Community Development _ t•1f� -SER
Residential Construction eBN"r A • • + 1 struction KAccessory Bldg
Permit Application we NI Addition/Remodel Deck
Other:
SITE ADDRESS: 1'q- ® 4i ) 2-1-1"---4- AVE.
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner: a. f1 t ER.HEtI,_ Contractor:
Name: ./ t S 0/-1, e , AA , T i-1 t.l- Name: r
Address: /4—
04 5,�T. / 1 41)-e Address:
City: t/Ei azln A i E State:14 Zip±e/4 037 City: State: Zip:
Phone:S-09 Fax: Ph e: Fax:
�' '/ `7�?
tr to is No: Exp Date:
Contact Person i Business Lic.No:
Name:
Phone:
Describe the scope of work in detail: Cost of Project: $ /,Sc /r,�,�, ut'
x
LEI 0 I-lap ri) I b vS E. VE-I-1:,
Proposed Use: Y 1 Lit E '-rep OA&^-i t-
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIME SIONS: t#OF STORIES: TOTAL HABITABLE SPACE:
K. iNfell ( 12. 38
MAIN FLOOR TO SQ. 2"1" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: / Z_g /\•111.4 isQ/4
AREA: I\JA
FINISHED BASEMENT GARAGE SQ. FTGAL DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: / •49 fT% I\ / PROPERTY: I >q
#OF
BEDROOMS: CONSTRUCTION TYPE: HEAT SOU CE: SEWER OR SE IC?
1"1/1-i 1-16.1‹. PgiatmETUE 1\V,-a Ei A, _
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,irocesse• Al::VI
Method of Payment:
0 Cash l Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 2/15/07
a
SrotiAane 11703 ESpragueAve Suite B-3♦ Spokane Valley WA 99206
♦509.688.0036 ♦ Fax: 509.688.0037 •
Valley
ECompleted Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
ElThree (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
ElShow 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.
❑X Egress windows: Provide at least one window orexterior 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.
❑X Roof framing plan and details
❑X Furnace and hot water heater location
EDAll header locations: type, size and connections
❑X Foundation plan
MInsulation information
ElDecks 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
Zr
CITY Project Newproject
PreviousPre-aPP meeting
❑
Nipo ne Transmittal Plan revisions ❑
City of Spokane Valley Transmittal Date:
1 I 0.11C V
alleY Community Development Friday,May 23,2008
Department
11703 E. Sprague Ave,Suite B3
Spokane Valley,WA 99206
Phone: 509.688.0036
Site Address: 14704 E 12TH AVE Project Number: 08001943
Parcel Number: 45234.1329
Zoning: R-3 Water District: VERA
Fire District: FD 01
Applicant: MITCHELL, JOSEPH E Owner: MITCHELL, JOSEPH E
14704 E 12TH AVE 14704 E 12TH AVE
SPOKANE VALLEY, WA 99037-964 SPOKANE VALLEY, WA 99037-964
(509) 218-7424
e-mail: e-mail:
Contact: MITCHELL, JOSEPH E Occupant:
14704 E 12TH AVE e-mail:
SPOKANE VALLEY, WA 99037-964
(509) 218-7424
e-mail:
Contractor: OWNER Arch/Engineer:
( ) - 0
e-mail:
Project BUILD 28 X 32 SHOP
Description:
Building Landuse Engineer Utilities Health Fire Dist Assessor
APPLICATION,
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CONSTRUCTION PLANS
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SITE PLANS
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Please send all plan review and project comments via e-mail to the
highlighted individuals.
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R6Q,2311.4 2 Alternate brated'Vall pftritt Cd,4acent to a
door or window opening.Alternate braced wall panels full-length outer studs of each panel. The clear The tie-down devices shall be an embedded-
.constructed in accordance with one of the following pro- span of the header between the inner studs of each strap type,installed in accordance with the manu-
visions are also permitted to replace each 4 feet(1219 panel shall be not less than 6 feet(1829 mm)and facturer's recommendations. The panels shall be
mm) of braced wall panel as required by Section not more than 18 feet(5486 mm)in length.A strap supported directly on a foundation which is con-
R602.10.4 for use adjacent to a window or door opening with an uplift capacity of not less than 1000 tinuous across the entire length of the braced wall
with a full-length header: pounds(4448 N)shall fasten the header to the side line.The foundation shall be reinforced with not
1. In on arir.„buildings, each panel shall have a
of the inner studs opposite the sheathing. One less than one No.4 bar top and bottom.
length of not less than 16 inches(406 mm)and a aaillara"."4"4"2"-A4noh-dialtletti ti 6 Where the continuous foundation is required to
height of not more than 10 feet(3048 mm).Eachmm
) and installed in accordance with Section have a depth greater than 12 inches(305 mm), a
R403.1.6 shall be installed in the center of each sill
panel shall be sheathed on one face with a single x,:12-inch-by-l2-inch (305 mm by 305
layer of 3/8-inch-minimum-thickness (10 mm) plate.The studs at each end of the panel shall have rrWilS,Qutinuous footing or turned down slab edge
wood structural panel sheathing nailed with 8d a tie-down device fastened to the foundation with is awaitted at door openings in the braced-wall
common or galvanized box nails in accordance an uplift capacity of not less than 4,200 pounds J .Thiscontinuous footing or turned down slab
with Figure R602.10.6.2. The wood structural (18 683 N). edgeihell be reinforced with not less than one No:
panel sheathing shall extend up over the solid sawn Where a panel is located on one side of the open- ` top and bottom.This reinforcement shall be
or glued-laminated header and shall be nailed in ing,the header shall extend between the inside face lapped not less than 15 inches(381 mm)with the
accordance with Figure R602.10.6.2. Use of a of the first full-length stud of the panel and the bear- reinforcement required in the continuous founda-
built-up header consisting of at least two 2 x 12s ing studs at the other end of the opening.A strap tion located directly under the braced wall line.
and fastened in accordance with Table R602.3(1) with an uplift capacity of not less than 1000 pounds 2. In the first story of two-story buildings,each wall
shall be permitted. A spacer, if used, shall be (4448 N) shall fasten the header to the bearing panel shall be braced in accordance with Item 1
placed on the side of the built-up beam opposite studs.The bearing studs shall also have a tie-down above,except that each panel shall have a length of
the wood structural panel sheathing. The header device fastened to the foundation with an uplift not less than 24 inches(610 mm).
shall extend between the inside faces of the first capacity of not less than 1000 pounds('1448 N).
EXTENT OF HEADER
DialiiiiiASIFOINVO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)
I
V• • ii MI}MP**444NET$4EADERMI ,
E 1. �.
' 0. J;
Vii^\\” 6'TO 18' illiMilia F ti •-
' 11 1---'-'.---- HEADER WITH TWD I TYPICAL PORTAL
�'• ;i' ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. 1000 LB FRAME Irl • ••
Ti ,I� STRAP CONSTRUCTION i •-
•{•1 1QL1fIA„PSTRAP.OPPOSITESHEATHING „f
T.
I,I• FOR A PANEL SPLICE
(IF NEEDED),PANEL J.
.1.1 ii. FASTEN'SHEAf IN( Te HEADER WITH 80 COMMON OR EDGES SHALL BE -,
MAX. I.i •1 GALVANIZED BOX NAILS IN 3'GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR -
HEIGHT • ; .{{• 3”O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. WITHIN 24"OF MID-
•.
10' I= .I. j..: ..
-r •• Tkt:..l8'.FOEI ONE STORY STRUCTURES HEIGHT.ONE ROW OF
TYP.SHEATHING-TO
"' MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO ,.
FRAMING NAILING IS
' ! - STORY STRUCTURES
•1•1 I•' REQUIRED. •
..
"1I
I .
IF 2X4 BLOCKING IS "I
�`— MIN.2x4 FRAMING MIN. USED,THE 2X4'S MUST
•i•'
.1. LI DOUBLE
3/8'MIN.THICKNESS WOOD BE NAILED TOGETHER ..
--"---i—
•• STRUCTURAL PANEL SHEATHING 2x4 POST WITH 3 16D SINKERS •.:
•: fir M1116$42801.1311E4JOWN DEVICE(EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING) 1 MIN.1000 LB •.-
� 1 TIE DOWN ..-1L-4-1-:---r.••
•
....,--.7—. �� DEVICE
SEE SECTION R602.10.6.2 'j1� q.✓c,vaR [ifiLT ,",/ �
.� I I
I-.1 f it .T14P.. 0.oITo'4 o Fol.-t Ario ' :, I I ,I . I {
�:, .3* ,
L
,
FIGU .10.6.*
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2)
16d NAIL AT 12 IN.0.C. GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER 7
Low-
i4116r 111.
8d NAIL AT 6 IN.ac. 8d NAIL AT 121N.0.C.ON ALL WOOD STRUCTURAL PANEL
(ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE
PANEL EDGES WITH TABLE R602.3(1)
(a)OUTSIDE CORNER DETAIL
ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
/ACCORDANCE WITH CHAPTER 7(INTERIOR)
f WOOD STRUCTURAL PANEL
16d NAIL AT 121K O.C. 1
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
8d NAIL AT 6 IN.O.C.ALL FRAMING
MEMBERS AT PANEL EDGES AND 12 IN.
O.C.ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
(b)INSIDE CORNER DETAIL
For SI: 1 inch=25.4 mm.
Gypsum board nails deleted for clarity.
FIGURE R602.10.5
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL
PANEL SHEATHING;SHOWING REQUIRED STUD-TO-STUD NAILING
FOUNDATION PLAN e If ki
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. t.i
�� r�G� Fu c� c.csw4�
BUILDING DIMENSIONS: Li yS 3 4 S� /Z, lNe3/iD�2
GARAGE OPENING AND HEADER SIZE: Ib x I D `S x'11p 3 /z 10
•
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
I,
t V ) L4 ii,'y 1 Pt- WIDTH 3 Lf 1
Li C)(3 6 RENGE Lr -
F
,. c�`� r ..-._ � - -- _ __ - - - - - - --I
IP 'u( CONCRETE TO COMPLY TO I TABLE 404.1.1(1) 1
FOUNDATION WALLS-3100 9 PSI
SLABS, GARAGES,C. ' $ i '
& PORCHES- i g #FPSI I
T
' ALL FOOTING'S MUSTSBE CO INUOUS:
CD A
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I 1-1 > rA1s - PC.O f o° ' o-o
/o : /Q iLiX
Pang peat
Please note that white every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit,or code requirement ent refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
8602.10.4 Brace Wall Panel min.48 in.—96 in. . _. . .. . . . _ . . _ _._ . .. .. -
R602.10.5 Continuous Wood Structural Panel Sheathing
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
-24in.
IBC 2305 Engineered Shear Wall Bracing
City of
SPOKANE VALLEY BUILDING DEPARTMENT,
11707 E.Sprague Avenue#105,Spokane Valley,Washington 992D5-Tel 5D9-5B5-GD36-Fax 509-BS3-4037
Following is a typical cross-sec5on for a residenEat garage_.. It may not represent the proposed project If you are using His deW
as a porson of your plan submittal,please complete the requested infonra5on in the boxes provided on both sides of this sheet
This completed sheet,along with any addi5oral inform a5on needs to be submitted with your apifica5on and be on site at the time
of itspec5on.
PROTECTION AND OPENINGS BETWEEN NOTE
DWEL!_INGS AND PRIVATE GARAGES SHALL HAVE: Diagor a!wall bracing required on
each comer and every 25 feet of wall.
1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property fine or
RESISTNEE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwediing must be 1 hour • .
'515'TYPE'X'GYP BOARD(HABITABLE SPACE ABOVE) rated. (516'type'X'gypsum sheathing
V2'GYP BOARD(RESIDENCE/ATTIC,FLOOPJCELING) on both sides of wal). Openings are not
2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over
SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR R 3,0D §q, pIgt o5on when
HONEYCOMB CORE STEEL DOORSiNQT LES4iV41!1,4410Rl OT 'f.l1y�1dos �2fij16e property fine.
OR 2D MINUTE FIRE RATED DOORS. Parapets may be required.
OM N 000C 8..I.IAt'= .
ALTERNATE FOUNDATION FOR 2TAqciAA;
ACCESSORY BUILDINGS FROM
Iii tMi owe � i�"�! .,�?: It`IEERED TRUSS OR
• 40D SQ.FT.TO 3000 SQ.FT. R ER SIZE AND SPACING
x O.C. -
SECTION A-A -firio c-'Z•c_
scol-va MATERIAL
-30 41
ROOFING PAPER
. �0 fh ROOF ;y1.=.
SHEATHING
f ' ' • • DOUBLE TOP PLATE
• - ' tRRcc,gNcr T-rES
• .1flh!I 111' y
—l1 !. ;: ' llJ!]Dll WALL HEIGHT 10
!1 =1fI11!'
- JIM BETINEEN.TRUSSES sT7,c0
• 'II =IJI, . 24'MIN. Aid-ryNT
(2);4 RE- • .. f WALL SHEATHING—V
�zx @ le,
• SIDING
PRESSURE TREATED
SOLE PLATE
• r
•4..4 •: • :• ;. -�- ' _743-12'CONCRETE SLAB
• • • ; — 6'MIN. 6'MIN. r I
•
~,1 '. • llh° 24"MIN. a r,
ANCHOR BOLTS
_.• 24 MIN. 6'MIN. ; . 12'x9'MIN.
: I - 7 • (7'INTO CONCRETE)
• 6'O.C.OR APPROVED
2.—,1 (2)#4 REBAR 5x12' ANCHOR INSTALLED
FOOTING PER MANUFACTURER.
MAY-01-2008 15:21 LUMBERMENS 5098922449 P.01/01
Noll itemize° Liuu I G cau111aLc REQ.QUOTE DA t QUOTE#
ORDER DATE / !
t.I. PROBuild
DELIVERY DATE / / CUSTOMER ACCT# 000001857
DATE OF INVOICE / 1 CUSTOMER PO U
ORDERED BY CRAIG INVOICE it
WSW B MONTGOMERY D TERMSALES REP f HOUSE
SPOKANE VALLEY,WASHINGTON 997.06 SUPERINTENDENT CRAIG
PHONE: (3091924-2410 [JOBSITE PHONE 8 f SALES AREA
•
FAIL: (509)9244583 LOT# SUBDIV:
INLAND MILLWORKS JOB NAME:INLAND MILLWORKS
e 14
MODEL:34'X 44' TAG:FAX--509.891.8207 JOB CATEGORY:
DELIVERY INSTRUCTIONS:
O 'VEVA tA..L- t
.
lab- •
CRAIG---509.590.8514SPECIAL INSTRUCTIONS:
? 30-7-0-10 , Price includes trusses. H-clips, pilot cars,and local crane delivery but does not include sales
o SPOKANE VALLEY,WA tax. aY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 00-03-12_ REQ.LAYOUTS REQ.ENGINEERING QUOTE -MH 05/01/08
>1n3ggj +d END CUT RETUr
(SALESMANI 1 SALESMAN 1 LAYOUT
— DESINGED MH 05/01/08
PLUMB YES GABLE STUDS 24 IN.OC I. ))
LOADING TaL.Tcal.ecwi3ca °'TRESS}KR ROOF TRUSS SPACING:24.0 IN.O.C.(fYP.)
,_ROOF TRUSSES INFORMATION 3p.0,7.0.0,0.10.0 �J 1.15 l
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB
PLY Toe BOT 10 SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT
COMMON
t
°a'�`� 21 8.00 0.00 F 34-00-00 34-00-00 2 X 4 2 X 4 02-00-00 02-00-00 ------•--•--•--
-, :• - GABLE
IIIIIIIIIi,. 2 6.00 0.00 FDG 34.00.00 34-00-00 2 X 4 2 X 4 02.00-00 02-00-00 -"- - -- -
..... _ .- .
S
SIZE LENGTH PART NUMBER NOTES
(TEM TYPE FT-IN-t4
T RANGE _
-.
-e". PILOT CAR ..
- t, _I PILOT CAR —..
ACCEPTED BY BUYER Truss Price: $2,050.04
•
D BY SELLER Misc.items: $263.34
PURCHASER: _. _- --
SUB-TOTAL• 52,313.38
BY: . .. ..... - TITLE: -- Delivery: 5250.00 •
ADDRESS;•
---
Sales Tax: $0.00
---- -'-' $2,563.38
.•' PHONE___ -. DATE: ... —•---- Selling Price: •
Price good until 05/21/08
` ,- NTNG: Wwarf't Xt es ca'� Se i'operry damage or personal injury if improperly installed or braced. Customer's or his
`i `0'S acceptance hereof shall constitute his affirmative representation that he is fully trained in the proper and safe methods of truss
`i°- Ikon and bracing. Refer to the provided pamphlet entitled"Bracing Wood Truss:Commentary and Recommendations",
i°' :- ed by Truss Plate Institute, Inc. Do not cut,alter,or use damaged trusses without engineering approval. It is the customer's
„_,y°risibility to provide access to the job site. Trusses remain our property until full payment is made.
t
i 3'. aLI C ,1 !(• I.i;_jc3 7II,TfY�'.r_, 1-.. (.,
'1 ,101 . - . -, +----+ir — f-A. G-I-°
_ , -
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❑ Cr 9 1
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-- j -I = N
g i
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111 c w§
G a0E-w.Z
X ca Q$� � o Q TOTAL P.01
Wi 4P
o I.-
Y A ►� pro W
C:154,ntO W It1-
4
I
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 FOR CODE OMP LANCE
SPOKANE VALLEY BUI INO VISION
- Azt ter' 23 0S-
For City Use Only
CITY OF
PLUS Project Number C.,0:2`/ 9w
Spokane ,17
Project Address j� f40000.
alley 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.
ZO
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 fo 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 per•on 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 revie er comments would be the best choice for the entire review process.
➢ Call staff regarding the status o your project only after the target date shown at the top of the page.
Although you should be contact,d.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 ontact you before the target date if the initial review is complete. By following this
procedure,you will save time a d allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your app ication 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 revent technical staff from completing the technical review once it is started. When
this step is complete, your applicat on 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 roject, 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
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
1 HESE PLANS MUST BE KEPT
ON THE JOB SITE
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
it
REVIEVE \;
n1
SPOKANE _l_.=-v- ;_3F,PruAisiNocNE
_s- 2