2007, 03-09 Permit App: 07000669 GarageProject Number: 07000669 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/9/2007 Page 1 of 2
Project Information:
Permit Use: 1203 SQFT GAR Contact: MOFFIT, HAROLD A
Address: 1715 S MCDONALD RD
C - S - Z: SPOKANE, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 924-9161
Group Name:
Site Information: Project Name:
Plat Key: 001841 Name: OPPORTUNITY TERRACE District: Sout
Parcel Number: 45271.1920
Block: Lot:
SiteAddress: 1715 S MCDONALD RD
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: 010 VERA
Area: 1,000.00 Acres Width: 89
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Owner: Name: MOFFIT, HAROLD A
Address: 1715 S MCDONALD RD
SPOKANE, WA 99216
Hold: ❑
Depth: 144 Right Of Way (ft): 0
Review
Building Plan Review
Released By: - -
Originally Released:
Landuse/Zoning/HE Conditions
3/9/2007 By: TMELBOU
Released By:
Originally Released: 3/7/2007 By: cjjanssen
Permits•
Operator: JD Printed By: JD Print Date: 3/9/2007
Project Number: 07000669 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/9/2007
Contractor: OWNER
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Page 2 of 2
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Su Ft Valuation Sq Ft . Valuation
1,203 $22,857.00 1,203 $22,857.00
Totals: 1,203 $22,857.00 1,203 $22,857.00
Units
Unit Desc
SELECT
SELECT
SELECT
Permit Total Fees:
Fee Amount
$363.25
$90.81
$4.50
$458.56
Notes:
Payment Summary:
Permit Type
Building Permit
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: 3/9/2007
Project Number: 07000669 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/6/2007 Page 1 of 2
Project Information:
Permit Use: 1203 SQFT GAR
Setbacks: Front
Left: Right: Rear:
Site Information: _
Plat Key: 001841 Name: OPPORTUNITY TERRACE
Contact: MOFFIT, HAROLD A
Address: 1715 S MCDONALD RD
C - S - Z: SPOKANE, WA 99216
Phone: (509) 924-9161
Group Name:
Project Name:
District: Sout
Parcel Number: 45271.1920
Block:
Lot:
SiteAddress: 1715 S MCDONALD RD Owner: Name: MOFFIT, HAROLD A
Address: 1715 S MCDONALD RD
SPOKANE, WA 99216
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: 010 VERA
Area: 1,000.00 Acres
Hold: ❑
Width: 89 Depth: 144 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released -By. - '7-71 3 ..-r ._
Landuse/Zoning/HE Conditions
Permits•
Released By:r�..._ :: —� . 3/)/07
Operator: JD Printed By: JD Print Date: 3/6/2007
Project Number: 07000669 Inv: .1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/6/2007 Page 2 of 2
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 1,203 $22,857.00 1,203 $22,857.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 1,203 $22,857.00 1,203 $22,857.00
Units Unit Desc Fee Amount
1 SELECT $363.25
1 SELECT $90.81
1 SELECT $4.50
Permit Total Fees: $458.56
Notes: ,
Payment Summary: , .
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $458.56 $458.56 $0.00 $458.56
$458.56 $458.56
$0.00 $458.56
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD
Print Date: 3/6/2007
Spokane e
Valley°
Community Development
Residential Construction
Permit Application
Permit Center
11707 E Sprague AI Ie,.Suite,106,
Spokane Valley, WA -99206, g
(509)688-0036'FAX:4509)6$b�(� 03037
WWW. spokanevaliev or 1 FEB
03
n
2007
�lrerr renau Ire\
i ti -IT NUMBER:V IJ' "i I-,
rPW M 110'4
-IPERMIT.3EEE ): 't 2
D
New Construction
CL11 Il GV \ AI
❑X Addaition/Remodel
J ❑ Other: Q� �/
SITE ADDRESS: 17j Tj Co G+'�a
i L01 -
Ii0GLLDGR0
❑ Accessory Bldg
❑ Deck
ASSESSORS PARCEL NO: Li S 27/ • j '010 LEGAL DESCRIPTION:
L ?6 £C
Building Owner:
Contractor:
Name:'ror d- 4„am,'o , f-
Name:
Address:1 ? / ¶ �� co,r. 52 C /� Q
Address:
City: �� L . ,e State:x4- Zipgme
'��"�"—`�?»
City: State: Zip:
Phone:
_et co( Fax:
Phone: , • Fax:
' DECWCOV. PATIQqSQ. FTG:
Mit •
Contractor Lic No: Exp Date:
Contact Person�//�,,//
CONSTRUCTION TYPE:
wood
City Business Lic. No:
�I d (4 6(i -1r
Name: pet
Phone: 9'9 -- %/ 8.1— °Cosa_ call
C>o_n-u-�� '
n n -e -s. _ 7
` zel I V"""" ,
7 ....... 1 ft Ci -i
Describe scope of work in detail:
i
gag 5'047-915'3--.7rs3
Cost of Project: $
Proposed Use: 16 ,, &ext. en
**************The following MUST be complete: (write N/A if not applicablel**********************
HEIGHTTQ PEAK:
oz
DIMENSIONS
31)05y/XIi
# OF STORIES:
N
TOTAL HABITABLE/SPACE:
'x; './5403" /2o.3
MAIN FLOOR TO SQ.
FTG: (`
2"I' FLOOR SQ. FTG:
/t) 4-
UNFIN BASEMENT SQ. FTG:
A) /R
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: P1
GARAGE SQ. FTG: Of -
).der no 3
' DECWCOV. PATIQqSQ. FTG:
Mit •
30% SLOPES ON
PROPERTY: 4)4
# OF BEDROOMS:
N�
CONSTRUCTION TYPE:
wood
HEAT SOURCE:
hood sfS✓e
(SEWEIpOR 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 informal ay -tie -required to be submitted, and subsequently approved before
this application can be procss d.
SIGNATURE:
Method of Payment:
0 Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
0 Check
0 Mastercard
Expires:
DATE:
0 VISA
VIN#:
5866 ane
Valley
11707 E Sprague Ave Suite 106 0 Spokane Valley WA 99206
509.921.1000 0 Fax: 509.921.1008 0 cityhall@spokanevalRey.org
Residential Plan Submittal Minimums
❑ Completed Building ,& Mechanical application with:.Accurate address, Parcel
Numberand/or LegaIDescription, descriptiori-of woirk, 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.
❑ 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
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
Non Itemized QUOTE Estimate
LUMBERPolENS
TRUSS DIVISION
10310 E Montgomery
Spokane, WA 99206-4220
(509) 924-2420 - (800) 486-9617
Fax: (509) 924-2583
DATE 11/20/06 PAGE 1
REQ. QUOTE DATE / /
ORDER #
ORDER DATE
//
QUOTE #
061855
DELIVERY DATE
//
CUSTOMER ACCT # 000001069
DATE OF INVOICE 1 / /
CUSTOMER PO #
ORDERED BY
Greg
INVOICE #
TERMS
SUPERINTENDENT 1 Greg
SALES REP
CLIFF HOBERT
JOBSITE PHONE #
SALES AREA
$
0
L
D
T
0
HELTON RON
JOB NAME:
MODEL:
TAG:
LOT # SUBDIV:
JOB CATEGORY:
s
R
P
T
0
DELIVERY INSTRUCTIONS:
SPECIAL INSTRUCTIONS:
BUILDING DEPARTMENT
BY
DATE
OVERHANG INFO
HEEL HEIGHT 1 00-03-12
REQ. LAYOUTS
REQ. ENGINEERING
QUOTE :
BJ 111/20/06
END CIT
RETURN
1
STUB
SALESMAN
1
TOP
BOT
SALESMAN
1
LAYOUT
1//
PLUMB
YES
GABLE STUDS 1 24 IN OC
0 00
JOBSITE
2
01-10-15
2 X 4
JOBSITE
2
DESINGED
BJ 111/20/06
ROOF TRUSSES
LOADING TCLL-TCOL-BCLL-BCOL STRESS INCR
INFORMATION 30.0,70,00,10.0 1 15
ROOF TRUSS SPACING:24.0 IN. 0 C. (TYP.)
PROFILE
QTY
PITCH
TYPE
ID
BASE
SPAN
O/A
SPAN
LUMBER
OVERHANG
CANTILEVER
STUB
PLY
TOP
BOT
TOP BOT
LEFT RIGHT
LEFT RIGHT
LEFT RIGHT
2
3.00
0 00
JACK
EJ1
01-10-15
01-10-15
2 X 4
2 X 4 02-00-00
06-00-05
G
i"
3
3.00
000
JACK
EJ10
01-11-04
01-11-04
2 X 42
X 402-00-00
01-11-11
�'
3
3.00
000
JACK
EJ11
01-11-04
01-11-04
2 X 42
X 402-00-00
03-11-11
1
300
000
JACK
EJ12
01-10-15
01-10-15
2 X 4
2 X 4 02-00-00
06-00-05
at
1
3.00
0 OD
JACK
EJ 13
03-10-15
03-10-15
2 X 4
2 X 4 02-00-00
04-00-05
1
300
000
JACK
EJ 14
05-10-15
05-10-15
2 X 4
2 X 4 02-00-00
02-00-05
-----
i "- --
1
300
000
JACK
EJ 15
07-10-15
07-10-15
2 X 4
2 X 4 02-00-00
00-00-05
2
3 00
0 00
JACK
EJ2
03-10-15
03-10-15
2 X 4
2 X 4 02-00-00
04-00-05
i----
2
3 00
0.00
JACK
EJ3
05-10-15
05-10-15
2 X 4
2 X 4 02-00-00
02-00-05
--" '
2
3 00
000
JACK
EJ4
07-10-15
07-10-15
2 X 4
2 X 4 02-00-00
00-00-05
2
3.00
000
JACK
EJ5
07-11-04
07-11-04
2 X 4
2 X 4 02-00-00
01-11-11
'--
2
3 00
0 00
JACK
EJ6
07-11-04
07-11-04
2 X 4
2 X 4 02-00-00
03-11-11
2
300
000
SPECIAL
EJ7
07-11-04
07-11-04
2X4
2X4 02-00-00
05-11-11
2
3 00
0 00
SPECIAL
EJe
07-11-04
07-11-04
2 X 4
2 X 4 02-00-00
07-11-11
3
3.00
0.00
JACK
EJ9
01-10-15
01-10-15
2 X 4
2 X 4 02-00-00
00-00-05
00-00-05
2
212
0 00
JACK
P1
02-08-02
02-08-02
2 X 4
2 X 4 02-09-03
20-00-00
1
3 00
0 00
GIRDER
T1
33-00-00
33-00-00
2 X 4
2 X 4 02-00-00
02-00-00
2 Ply
_i{
�I
1
3.00
0 00
MONO
T10
10-00-00
10-00-00
2 X 4
2 X 4 02-00-00
01-10-03
1
3 00
0 00
MONO
TI 1
10-00-00
10-00-00
2 X 4
2 X 4 02-00-00
03-10-03
•
Non Itemized QUOTE Estimate
LUMBERMENS
TRUSS DIVISION
10310 E Montgomery
Spokane, WA 99206-4220
(509) 924-2420 - (800) 486-9617
Fax. (509) 924-2583
DATE11/20/06 PAGE 2
REQ. QUOTE DATE / /
ORDER #
ORDER DATE
//
QUOTE tt 061855
DELIVERY DATE
CUSTOMER ACCT # 000001069
DATE OF INVOICE / /
CUSTOMER PO #
ORDERED BY
Greg
INVOICE #
TERMS
SUPERINTENDENT 1 Greg
SALES REP CLIFF HOBERT
JOBSITE PHONE #
SALES AREA
s
0
L
D
T
0
HELTON RON
JOB NAME:
MODEL:
TAG:
LOT # SUBDIV:
JOB CATEGORY:
T
0
DELIVERY INSTRUCTIONS:
SPECIAL INSTRUCTIONS:
BUILDING DEPARTMENT
BY
DATE
OVERHANG INFO
HEEL HEIGHT 100-03-12
REQ. LAYOUTS
REQ. ENGINEERING
QUOTE
BJ 111/20/06
END CUT
I RETURN
II
STUB
SALESMAN
1
TOP
1
LAYOUT
111
PLUMB
YES
GABLE STUDS 24 IN OC
1
JOBSITE I
2
(SALESMAN I
JOBSITE
2
DESINGED
BJ 111/20/06
ROOF TRUSSES LOADING
TCLL-TCDL-BCLLBCDL
INFORMATION 30.0,7.0.0.0,100
STRESS INCR
1 15
ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PROFILE
QTY
PITCH
TYPE
ID
BASE
SPAN
0/A
SPAN
LUMBER
OVERHANG
CANTILEVER
STUB
PLY
TOP
BOT
TOP BOT
LEFT RIGHT
LEFT RIGHT
LEFT RIGHT
1
3 00
0.00
MONO
T12
10-00-00
10-00-00
2 X 4
2 X 4
02-00-00
05-10-03
-...:-.1111
1
3.00
0 00
MONO
T13
10-00-00
10-00-00
2 X 4
2 X 4
02-00-00
05-00-00
,�1,-c-
4
3 00
0 00
DOUBLE FAN
T14
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
1
3.00
0 00
SPECIAL
T15
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
_ _ __
1
3.00
0 00
HP
116
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
mss—
1
3.00
0.00
HIP
T17
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
1
3.00
0 00
HP
12
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
1
300
000
SPECIAL
13
33-00-00
33-00-00
2 X 42
X 402-00-00
02-00-00
--?<171/4-1>•-,-.
1
3 00
0.00
GIRDER
T4
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
a
1
300
000
HP
T5
33-00-00
33-00-00
2 X 4
2 X 4
02-00-00
02-00-00
1
3 00
000
GIRDER
T6
33-00-00
33-00-00
2 X 4
2 X 6
02-00-00
2 Ply
--_—1r��'
--'-_--
1
3 00
0 00
SPECIAL
T7
10-00-00
10-00-00
2 X 4
2 X 4
02-00-00
i 1
1
3.00
0 00
MONO
18
10-00-00
10-00-00
2 X 4
2 X 4
02-00-00
-
1
2 12
0 00
JACK
T9
02-08-02
02-08-02
2 X 4
2 X 4
02-09-03
20-00-00
ITEMS
QTY
ITEM TYPE
SIZE
LENGTH
FT -IN -16
PART NUMBER
NOTES
HANGERS
MISC CONNECTORS
ACCEPTED BY SELLER
ACCEPTED BY BUYER
PURCHASER:
Truss Price:
Misc. Items:
SUB -TOTAL:
$2,333.12
$100 00
$2,433.12
BY: TITLE:
Delivery:
$250.00
BY:
ADDRESS:
TITLE:
Sales Tax:
$0 00
DATE OF ACCEPTANCE:
PHONE: DATE:
Selling Price:
$2,683.12
Price good until 12/10/06
WARNING: We warn that trusses can cause property damage or personal injury if improperly installed or braced. Customer's or his
agent's acceptance hereof shall constitute his affirmative representation that he is fully trained in the proper and safe methods of truss
installation and bracing. Refer to the provided pamphlet entitled "Bracing Wood Truss: Commentary and Recommendations",
published by Truss Plate Institute, Inc. Do not cut, alter, or use damaged trusses without engineering approval. It is the customer's
responsibility to provide access to the job site. Trusses remain our property until full payment is made.
15'0"0 18'0"0
fi
O
0
0
RON HELTON
REMODEL 3/12 PITCH
30-7-0-10 ROOF LOAD
QT # 061855
33'0 '0
M
EJ11
EJ1d
EJ91
O
0
0
O
O
N
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PROTECTION�� OPEN'NGS BETWEEN
V,
DWELLING AND • TE GARAGE SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE,
CONSTRUCTION ON THE GARAGE SIDE:
•o Sir TYPE 'X"GYP BOARD (HABITABLE SPACE ABOVE)OA.-_�...
0 1/2' GYVBOARD (RESIDENCE/ATTIC; F[gpp/CEILUNG)
2) OPENINGS BETWEENGARAGE AND RESIDENC E SHALL BE
EOUIPPED.WITH SOLIONDOD�IIR�Wtiti- -ONEYCOMB CORE •••�
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATE
D00RS.
dit a
—S3 )40 xis.
µ`N 2-x j4eetD€/L1
Min. 4 ft Brace Wall Panel per R6O2.1O.3 & R6O2.1O.4
Min. 2 ft 8. in. Alternate Brace Wall Panel per R6O2.10.6
Min17i, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
351
(2/Dtdrz,12_
J
,
_f
111
1
v,: • 101: Li(
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 COMPLIANCE
SPOKANE VAl 1 FY r IILDIG DIVISION
D�-
s
•
3.?
3
tiv
40.
: :11(:--7--- ) -------)
•
CW.70 Pf '1!
, r 35a.) 5 `I.'
J.)
st-P'
APPROVED BY
1
17(
.7,1r-af.'•14/e7C-?r% \J., ! L.
e.'
VA
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
Anchor bolt per R403.1 .6 Typ.
0
0
0 O
P;O
0
O o0
O 00
o 0,°
0 0 0;0
o .10
O O 0,0
o'a
P
P O 0;0
P P,P
PP °P
a 01°
1 1
P P ,P,°
0 0 00
O 0 ;O;P
o P 1P,°
O V ,0
,0
O O C,0
0 0 14,P
f
Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o_c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
r -
° o 0 P ° i'
( II
Min. 3" x 1 1-11/14° net header
Max.
height
ht
eI I
I
f
°'°'
alai
P;°;
°;0;
°'°'
ai°lon
°,r.
°
'
°,
P;P;
G;°;
0
I01
°,o,
°;°;
0Io'
°a
..-....,
°t
°l
i
°
e':
a;e
OHO
°'°
, .
0,0
,
01C
O;O
00
a,p
a°
0,0
°'o
2' to 18' (finished width)
\°°'
Fasten sheathing to header with Topplate
8d common nails in 3" grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
1 000 Ib header -to -jack -stud strap -
both sides of opening
(Install on backside as shown on
Side Elevation, Ref_ No_ LSTA24)
Min. (2) 2x4 typ.
Braced wall
If panel splice is needed it shall segment 9 per
occur within 24" of mid -height. R602.10.5
Blocking is not required.
No. of
Min. width based on 6:1 jack studs
.
! i
t
*
oto a•
Ot01 10,0
t t
4,0, 1010
°; P;a
. �'!' ? —.n. .. .
height -to -width ratio: For per table
example:l b" min. for 8' height R502.5(1 &2)
Min. 2"x2"x3/16" plate washer
.1
,..
,,.
r
' , fff6•
Anchor bolt per R403.1 .6 Typ.
0
0
0 O
P;O
0
O o0
O 00
o 0,°
0 0 0;0
o .10
O O 0,0
o'a
P
P O 0;0
P P,P
PP °P
a 01°
1 1
P P ,P,°
0 0 00
O 0 ;O;P
o P 1P,°
O V ,0
,0
O O C,0
0 0 14,P
f
Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o_c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
SIMPSON UPLIFT
STRAY'
1,800 POUNDS
TWO ANCHOR BOLTS
INSTt 11 FT) IN ACCORDANCE
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
MAX. HEIGIIT 10'- 0"
111301160511M1)11 -11.111131=121111MIVICIBL=Zir
2' g" MI
1. WIDTH
7/16" OSB SHEATHING
3/S" M1N.
NAILED WITH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R6023(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK EACH STRAP
WIT A STUD
RECOMMENDED HOLD
IN 8" FROM EDGE OF
BRACING PANEL
•••=•=dohil,. .7.-Anwirsi.ioni
0.• . .
%.•
d, •0, .‘ .6 •
•• •• •
• '
• •• • .• : .• ••• •• ••• •
, •D.; .• D.;
. D.6 . 0; . D, . 8, . 65, .. t, . 1••• .. 1..;
IN FIRST STORY OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
ANCHOR BOLTS, PLACED AT
ONE-FIFTH POINTS
SIMPSON UPLIFT
STRAP
3,000 POUNDS
411 REf5-ASf f0 -?M
oF u o Li_
SCALE: 1* = 0*
AI1TERNATF BRACING
PAN
II). L7 ERNA, L Bik_AcEDWALL VAKELS
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: 3 3 >C q
GARAGE OPENING AND HEADER SIZE: h(rrtl Cil 21(4 CZ) ZxI 2... O2 G -c -i3 dsfaep far
dl upart_
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
w
J
FUDGE LINE
- - - --
P uJ
tNw 5-1-(A)
G-
F Th N CONCRE
FOU
SLA(
1
WIDTH
E TO COMPLY TO IRC TABLE 404
DATION WALLS = 3000 # PSI
3, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL'FOOTINCS MUST BE CONTINiIP!
1
Please note that while 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 refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037
Follovring is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detaifi
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs to be submitted with your aplficabon and be on site at the lime
of irspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
• 5/8' TYPE 7C• GYP BOARD (HABITABLE SPACE ABOVE)
• 1/T GYP BOARD (RESIDENCE/ATTIC. FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SO. FT.
NOTE:
Diagonal wall bracing required on
each corner and every 25 feet of wad
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (5/8' type 7C gypsum sheathing
on both sides of wan). Openings are not
permitted in these walls. Garages over
3,000 sq. R require protection when
closer than 20 feet to the property nine.
Parapets may be required.
ETJraNF_fRFD .7i 1$SOR
RAFTER SIZE AND SPACING
_x@ z h.c.
SECTION A -A ROOFING MATERIAL
1/8" GAP
3n°
W
BE TEEN SHEATHING ROOFING PAPER
O!. 3 JH% UT '(j'1 03 arti straw )3
1AW 1101TA!3SHROOF
•E4ING
ed OARAO .88A .J ARtetW E T'a
a3HORO'R S Sees-sbeeraie
BETWEEN.TRUSSES
: //110
WALL SHEATHING
II atlllll_
-III =11th.=' = ".
=
.4 •
(2)#4 REBAR
=mlll_IIIr
111101111
E
24' MIN.
484
6' MN.
24"MIN.
(2) #4 REAR
SIDING
is Accessible
22' x 30"
DOUBLE TOP PLATE
WALL HEIGHT MAX IC /
2x @ Z-( O.C.
PRESSURE TREATED
SOLE PLATE
3.12' CONCRETE &A8
24°
° MIN.
illlf�llll
6' MIN.
6'x12°
FOOTING
ANCWOR BOLTS
12 + MIN.
(7" INTO CONCRETE)
6'0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.