2007, 05-11 Permit App: 07001547 GarageProject Number: 07001547 Inv: IApplication Date: 5/11/2007
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 10 X 26 GAR WBTH Contact: BRICKERT CONSTRUCTION
Address: PO BOX 459
C - S - Z: POST FALLS, ID 83877
Setbacks: Front Left: Right: Rear: Phone: (208) 777-7504
Group Name:
Site Information: Project Name:
Plat Key: CONV Name: CONVERTED CNTY DATA District: Sout
Parcel Number: 45331.2207 Block: Lot:
SiteAddress: 12007 E 34TH AVE Owner: Name: MICK BUSCH
Address: 12007 E 34TH AVE
Location:: CSV SPOKANE, WA 99206-5967
Zoning: UR -3.5 Urban Residential 3.5
Water District: 007 MODEL Hold: ❑
Area: .00 Acres Width: 88 Depth: 128 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:,
Review
Building Plan Review
Originally Released:
Landuse/Zoning/HE Conditions
Page 1 of 2
5/11/2007 By: TMELBOU
Released
Originally Released: 5/3/2007 By: cjjanssen
Operator: JD Printed By: JD Print Date: 5/11/2007
Project Number: 07001547 Inv: I Application Date: 4/30/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Parcel Number: 45331.2207 Block:
SiteAddress: 12007 E 34TH AVE
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: 007 MODEL
Area: .00 Acres Width: 88
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:
Lot:
Owner: Name: MICK BUSCH
Address: 12007 E 34TH AVE
SPOKANE, WA 99206-5967
Hold: ❑
Depth: 128 Right Of Way (ft): 0
Review
Building Plan Review RIease"d By u
Landuse/Zoning/HE Conditions
Permits:
Operator: JD Printed By: JD Print Date: 4/30/2007
Project Number: 07001547 Inv: 1 Application Date: 4/30/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Protect Information:
Permit Use: 10 X;,6"GAR WBTH Contact: BRICKERT CONSTRUCTION
yL Address: PO BOX 459
C - S - Z: POST FALLS, ID 83877
Setbacks: Front Left: Right: Rear: Phone: (208) 777-7504
Group Name:
Site Information: Project Name:
Plat Key: CONV Name: CONVERTED CNTY DATA District: Sout
Parcel Number: 45331.2207 Block: Lot:
SiteAddress: 12007 E 34TH AVE Owner: Name: MICK BUSCH
Address: 12007 E 34TH AVE
Location:: CSV SPOKANE, WA 99206-5967
Zoning: UR -3.5 Urban Residential 3.5
Water District: 007 MODEL Hold: ❑
Area: .00 Acres Width: 88 Depth: 128 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information: r.. .._a
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Permits:
:.
Rekased By : 4
RIeased ;By- .
Operator: JD Printed By: JD Print Date: 4/30/2007
Project Number: 07001547 Inv: I Application Date: 5/11/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: BRICKERT CONSTRUCTION CO
Address: PO BOX 459
POST FALLS, ID 83877
Building Permit --
Firm: BRICKERT CONSTRUCTION CO
Phone: (208) 777-7504
Contractor: BRICKERT CONSTRUCTION CO
Address: PO BOX 459
POST FALLS, ID 83877
Permit Total Fees: $160.25
Plumbing Permit
Firm: BRICKERT CONSTRUCTION CO
Phone: (208) 777-7504
Item Description
Units
This Application:
Total Project:
Description Grp Tyne
Notes
Scl Ft Valuation
Sg Ft Valuation
GARAGE U-1 VB
SINKS
220 $4,180.00
220 $4,180.00
Totals:
220 $4,180.00
220 $4,180.00
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1
SELECT
$111.25
WSBC SURCHARGE
1
SELECT
$4.50
SF PLNS RVW < 7999 SQ FT
1
SELECT
$44.50
Contractor: BRICKERT CONSTRUCTION CO
Address: PO BOX 459
POST FALLS, ID 83877
Permit Total Fees: $160.25
Plumbing Permit
Firm: BRICKERT CONSTRUCTION CO
Phone: (208) 777-7504
Item Description
Units
Unit Desc
Fee Amount
TOILETSBIDETS
1
NUMBER OF
$6.00
SINKS
1
NUMBER OF
$6.00
SHOWERS
1
NUMBER OF
$6.00
TUBS
1
NUMBER OF
$6.00
Permit Total Fees:
$24.00
Notes:
Payment Summary:
F
Permit Type
Fee Amount Invoice Amount Amount Paid
Amount Owing
Building Permit
$160.25
$160.25
$0.00
$160.25
Plumbing Permit
$24.00
$24.00
$0.00
$24.00
$184.25
$184.25
$0.00
$184.25
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: 5/11/2007
Project Number: 07001547 Inv: I Application Date: 4!30/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: BRICKERT CONSTRUCTION CO
Address: PO BOX 459
POST FALLS, ID 83877
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Building Permit — — -
Firm: BRICKERT CONSTRUCTION CO
Phone: (208) 777-7504
This Application:
Sg Ft Valuation
7,bo 2K $4,940.00
Totals:720,2� $4,940.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Contractor: BRICKERT CONSTRUCTION CO
Address: PO BOX 459
POST FALLS, ID 83877
Total Project:
Sg Ft Valuation
260 $4,940.00
260 $4,940.00
Fee Amount
$111.25
$4.50
$44.50
Permit Total Fees: $160.25
Plumbing Permit
Firm: BRICKERT CONSTRUCTION CO
Phone: (208)777-7504
Item Description
Units
Unit Desc
Fee Amount
TOILETSBIDETS
1
NUMBER OF
$6.00
SINKS
1
NUMBER OF
$6.00
SHOWERS
1
NUMBER OF
$6.00
TUBS
1
NUMBER OF
$6.00
Permit Total Fees:
$24.00
Notes::-:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $160.25 $160.25 $0.00 $160.25
Plumbing Permit $24.00 $24.00 $0.00 $24.00
$184.25 $184.25 $0.00 $184.25
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: 4/30/2007
6.n
0000,
S#ne
,,;of Va11ey
Community Development
Permit Center
11707 E Sprague Ave; Suite 106
Spokane Valley, WA '99206eeDpR 2
(509)688-0036 FAX: (509)688`0b
www.spokanevalla4",
i d �.
Residential Construction
Permit Application
SITE ADDRESS 6 �-w] v, 31 n� r,vl,
ASSESSORS PARCEL NO: 4 J 3 7',. 7 i W 7
/; A
❑ New Con;AE
' Accessory Bldg 6" �
Addition Deck�'�
Other: x-4 ig 8gs51'( -7'
4P� WW jgddb
LEGAL DESCRIPTION: &r 7, 1 D I GMq 3R)
mij,
Building Owner:
Name: lAt CV -
Address: 1 UO -7 31 TW
City: State: zip: Rqg&
Phone: C6� ,yG�fFax: 1-1
Contact Person
Name: R6b -i 019-
Phone: 50q' )-W --`74 ?
. . . ._ _____ _________________yam. r_ 11 ____!__ — 11 T7 T 0 T 1...
Contractor:
tt 111 1.1Vvi vv vvla..��.
DIMENSIONS:to r f
__
Name: ji - C �1 � C&* S7yW (�1 WJ (b
Address: I -0A%451
2 FLOOR FTG:
City: U65"
State: �ItA Zip:473.0'77
Phone: �Wg.-ZZ-7--750'1 o c£
60a--)�0.'t a cc�c
Fax: w --m -7 1 q q
Contractor Lic N L 5
Exp Date: -7 �a-7
City Business Lic. No: IA
� 0'
ost of Proiect: S
i-*-. f--4. N/A if not
••• - 1116 1V11V
HEIGHT TO PEAK: n/
tt 111 1.1Vvi vv vvla..��.
DIMENSIONS:to r f
�---- - •
# OF STORIES: TOTAL,fHABITABLE SPACE:
MAIN FLOOR TO SQ.
2 FLOOR FTG:
UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: ,(
�S(Q.
I" k
. ! (N AREA: N14
FINISHED BASEMENT
R
GARAGE SQ. FTG:
®
DECK/COV. PATIO SQF 30% SLOPES ON,��/��tf
i. fIr
SQ. FTG: Tf l
# OF BEDROOMS:
CON�ST'RUCTION TYPE:
HEAT SOURCE: A r Q R S P IC?
--------------------
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, cod s or ordinances. 6) ns or additional information may be required to be submitted, and subsequently approved before
this application c be 9Tcesse
Signature
Date
Method of Payment:
❑ Cash Check
Bankcard #:
Authorized Signature:
REVISED 6125/2005
❑ Mastercard ❑ VISA
Expires: VIN#:
Permit Center
ooes-�„.a
11707 E Sprague Ave, Suite 106
Spokane Spokane Valley, WA 99206
..;000Wley ° (509)688-0036 FAX: (509)688-0037
Nv ww, spokaneval tev.or�
Community Development
Plumbing Permit Application 2 ❑ Commercial
SITE ADDRESS:
PERMIT NUMBER:
PERMIT FEE:
Residential
Building Owner(
vBssMA-,r
Name:
J
Phone: 5 d t --76 gh Fax: --
Address:City:
= I
�[�� State: fl Zip:
Contractor
TOILETS
WATER CLOSET, BIDETS
Name:
Address:
nt i
is flit Phone: .77? -60 q Fax:
State: Zip:
( W� StG W City: 6`t—
License No:
[C
/
City Business Lic: 1— (r 3
Contact
Name:
�0
Phone: - T
METHOD OF PAYMENT:
❑CASH (CHECK ❑ VISA ❑ MC
Card#
I
AUTHORIZED SIGNATURE:_
REVISED 8/26/05
EXPIRES:
VIN:
� ��—a
v v
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE: S (t A
DESCRIPTION OF WORK
# OF UNITS
X I
COST
= I
TOTAL AMUUN 1
1
TOILETS
WATER CLOSET, BIDETS
X
$6.00
=
2
URINALS
X
$6.00
=
=
3
TUBS
X
$6.00
(p
4
SHOWERS PER TRAP
BATH, STALL, ON-SITE BUILT
X
$6.00
=
uD
LAVS/BASINS, BAR, FLOOR, KITCHEN,
5
SINKS
LAUNDRY, UTILITY, JANITOR, PHOTO,
X
$6.00
=
`
X-RAY, FOOD, PREP/CULINARY MEAT
6
DISHWASHER
X
$6.00
=
7
CLOTHES WASHER
X
$6.00
=
8
GARBAGE DISPOSAL
X
$6.00
=
9
WATER SOFTENER
X
$6.00
=
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
$6.00
=
AREA, CASE, COIL, TRENCH,
11
FLOOR DRAINS
CONDENSATE
X
$6.00
=
12
ROOF DRAINS/OVERFLOW DRAINS
X
$6.00
=
13
FOUNTAINS, DRINKING
X
$6.00
=
WATER PIPING/DRAIN-IN WASTE,
NSTALLATION, ALTERATION, REPAIR,
14
VENT, PLUMBING, REVERSAL
REVERSALS
X
$6.00
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
$6.00
=
ICE AN/OR COFFEE MAKER, HOSE BIB,
16
WATER USING DEVICE
STEAMER
X
$6.00
=
PROOFER, CARBONATOR, SWAMP
COOLER
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS,
17
CROSS CONNECTION DEVICE
BOILERS
X
$6.00
=
GREASE TRAP, SAND TRAP,
18
INTERCEPTORS
CHEMICAL HOLDING TANK
X
$6.00
=
19
MEDICAL GAS er outlet
NITROUS, OXYGEN
X
$6.00
=
20
MISCELLANEOUS PLUMBING FIXTURE
X
$6.00
=
21
PRIVATE SEWAGE DISPOSAL/SYS
X
1 $20.00
1=
X
1 $15.00
=
-
METHOD OF PAYMENT:
❑CASH (CHECK ❑ VISA ❑ MC
Card#
I
AUTHORIZED SIGNATURE:_
REVISED 8/26/05
EXPIRES:
VIN:
� ��—a
v v
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE: S (t A
Z
ir-
0
�1
4AP
51,3104
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue 1105, Spokane Valley, Washington 99205 - Tel 5D9-668-0035 -Fax 5D9-683-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
Ths completed sheet, along with any adti5onal information needs to be submitted with your aplliica5on and be on site at the time
Of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 518' TYPE W GYP BOARD (Ka.BRABLE SPACE ABOVE)
112' GYP BOARD (RESIDENCEIATT)C, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCO14B CORE STEEL DOORS NOT LESS THAN 13/3%
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3Do0 SO. FT.
SECTION A -A
(2)s4 FiEBAR
�-12"-4
NOTE:
D'Iagonal wall bracing required on
each comer and every 25 feet of watt
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (518' type W gypsum sheathing
':' n both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft require protec5on when
closer than 20 feet to the property fine.
Parapets may be required.
J
GI�E-90
OR
ERIJG-
x
ROOFING MATERIAL
I�bOFINC PdPFR-,
1/8 GAP
BE f vVEEN SHEATHINGROOF
SHEATHING
24" MIN.
•'F
..
6" MIN.
e
q 24"MIN.
_
(2) f4 REBAR
t4Lwt-$-,t c ti.1.3
wou-n-5URURG
BETWEEN.TRUSSES
WALL SHEATHING
SIDING•
u
t
6' MIN. t '
1 `�.
24" MIN. 6' MIN.
5"x121
DOUBLE TOP PLATE
WALL HEIGHT o
2x -* (a « O.C.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
n-
ANCOR BOLTS
t/2" 141K
\_(7' INTO CONCRETE)
6'0. C. OR APPROVED
ANCHOR INSTALLED
FOOTING PER MANUFACTURER
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: , ft Wr 4,, 0o
GARAGE OPENING AND HEADER SIZE / Z yC -ro
PL -A , r4Fs F=-,, 2
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN P ���
WIDTH
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.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16,18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
A
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) ►I
2' to 18' (finished width)
Fasten sheathing to header with Top plate
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
Anchor bolt per R403.1.6 Typ.
Foundation per code
Side Elevation
Sheathing filler
if needed
l 6d 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
1000 Ib header -to -jack -stud strap
on both sides of opening
Max.;°,<;.
Install on backside as shown on
(Side
height
- ,>a°°
''dU i4te
Elevation, Ref. No. LSTA24)
10'
Min. (2) 2x4 typ.
Braced wall
#.:..........
If panel splice is needed it shall segment per
e
:>:
occur within 24" of mid -height. R602.10.5
Blocking is not required.
No. ofMin.
-:
width based on 6:1 jack studs
height -to -width ratio: For per table
example: min. for 8' height R502.5 1 &2
( )
Min. 2"x2"x3/16" plate washer
Anchor bolt per R403.1.6 Typ.
Foundation per code
Side Elevation
Sheathing filler
if needed
l 6d 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
.cemized QUOTE Estimate
LUMBERMENS
TRUSS DIVISION
10310 E Montgomery
Spokane, WA 99206-4220
(509)924-2420-(800)486-9617
Fax: (509) 924-2583
BRICKERT CONSTR.
S
0
L
D
r POST FALLS, ID
D (509) 220-7472
H ROD ---509.220.7472
P 3409 MILISSA
T SPOKANE, WA
BUILDING DEPARTMENI
Unassigned
REQ. QUOTE DATE
REQ. LAYOUTS
ORDER DATE
1070539
DELIVERY DATE
1 000000239
DATE OF INVOICE
j
!
SUPERINTENDENT 1
JOBSITE PHONE #
JOB NAME:BUSCH RESIDENCE
MODEL: TAG:
DELIVERY INSTRUCTIONS:
DATE 04/21/07 PAGE 1
ORDER #
REQ. LAYOUTS
QUOTE #
1070539
CUSTOMER ACCT #
1 000000239
CUSTOMER PO #
j
INVOICE #
DESIGNED I MH 104/21/07
TERMS
SALES REP
HOUSE DM
SALES AREA
LEFT RIGHT
LOT # SUBDIV:
JOB CATEGORY:
SPECIAL INSTRUCTIONS:
Price includes trusses, H -clips, and local drop delivery but does include sales tax.
BY DATE
OVERHANG INF HEEL HEIGHT 100-03-12
REQ. LAYOUTS
Q. ENGINEERING
QUOTE MH 104/21/07
END CUT RETURN
NONE
NONE
LAYOUT MH 104/21/07
PLUMB YES GABLE STUDS 0 IN. OC
DESIGNED I MH 104/21/07
ROOF TRUSSES LOADING LLL-MDL-BCLL-BCDL sTRess iNCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
IIJCf10MAT1nM
PROFILE QTY PITCH
TYPE
BASE
O/A LUMBER
OVERHANG CANTILEVER
STUB UNIT
PRICE
TOTAL
PRICE
LEFT
RIGHT LEFT RIGHT
PLY TOP BOT
ID
SPAN
SPAN TOP BOT
LEFT RIGHT
GIRDER
1 2.83
0.00
CNR
02-08-02
02-08-02 2 X 4
2 X 4
02-09-15
20-07-02
$31.17
$31.17
I
JE
1
4.00
0.00
1K
01-10-15
01-10-15
2 X 4
2 X 4
02-00-00
05-07-01
$9.71
JACK
1
1
4.001
0 00
EJ2
03-10-15
03-10-15
2 X 4
2 X 4
02-00-00
03-07-01
$11.15
$11.15
JACK
0.00
EJ3
05-10-15
05-10-15
2 X 4
2 X 4
02-00-00
01-07-01
_
_
$12.591 $12.59
AC
JACK
1
4 00
0.001
07-06-00
07-06-00
2 X 4
2 X 4
02-00-00
00-04-15
$14.03
$14.03
1 1 4,201
0.00
JEJ5K
07-06-00
07-06-00
2 X 4
2 X 4
02-00-00
102-03-07
_
_ $15.471___-$15.471
1
I 4.00
0 00
GIRDER
H1
10-03-08
10-03-08
2 X 4
2 X 4
02-00-00
$31.29
$31.29,1
_
I
GIRDER
1
4.00
0.00
H2
10-03-08
10-03-08
2 X 412
X 4
02-00-00
$33.12
133.12
�1-1
1
-4.00
0.00
MONO
M1
10-03-08
j 10-03-08
2 X 4
2 X 4101-02-03
02-00-00
1
$28.70 j $28.70
_
1
MM20
(10-03-08
10-03-08
2 X 4
2 X 4
03-02-03
02-00-00
_
$30.961 $30.96
1 -4.00
1 -4.00
0.00
0.00
MM30
10-03-08
10-03-08
2 X 4
2 X 4
05-02-03
02-00-00
_
$32.48 _ $32.48
31
-4.00
0.00
MONO
M4
10-03-08
10-03-08
! 2 X 4
2 X 4
06-01-12
02-00-00
�-
$33.37
__--_
$100.11
G MGLE
10-03-08
10-03-08
2 X 42
X 4
02-00-00
$28.291
$28.291
1
4.00
4.00
0.00
0.00
ACK
JSJ1 _1
01_11-04
01-11-04
2 X 4
2 X 4
02-00-00
00-00-0�
$5.391
$5.391
1
4.000.00
JACK
SJ2
01-11-04
01-11-04
,2 X 4
2 X 4
02-00-00
01-11-11�
_ $6.83J
$6.83
GS 1
4.00
0.00
JACK
SJ3
01-11-04
01-11-04
2 X 412
X 4
02-00-00
03-11-11
_ $8.271_
7
$8.27
ROOF SUB -TOTAL: $ 399.56
ITEMS
QTY
ITEM TYPE
SIZE
LENGTH
PART NUMBER
NOTES
UNIT
PRICE
TOTAL
PRICE
FT -IN -16
Itemized QUOTE Estimate
LUMBERMENS
TRUSS DIVISION
10310 E Montgomery
Spokane, WA 99206-4220
(509)924-2420-(800)486-9617
Fax: (509) 924-2583
BUILDING DEPARTMENT
Unassigned
ITEMS
REQ. QUOTE DATE
ORDER DATE
DELIVERY DATE
DATE OF INVOICE
SUPERINTENDENT
JOBSITE PHONE #
JOB NAME:BUSCH RESIDENCE
MODEL: TAG:
DATE 04/21/07 PAGE 2
! /
BRICKERT CONSTR.
S
0
QUOTE IMH 104/21/07
L'
D ;
1070539
T
POST FALLS, ID
0
(509) 220-7472
H ROD ---509.220.7472
P 3409 MILISSA
o SPOKANE, WA
BUILDING DEPARTMENT
Unassigned
ITEMS
REQ. QUOTE DATE
ORDER DATE
DELIVERY DATE
DATE OF INVOICE
SUPERINTENDENT
JOBSITE PHONE #
JOB NAME:BUSCH RESIDENCE
MODEL: TAG:
DATE 04/21/07 PAGE 2
! /
ORDER #
REQ. ENGINEERING
QUOTE IMH 104/21/07
QUOTE #
1070539
NONE
CUSTOMER ACCT #
1000000239
DESIGNED I MH 04/21/07
CUSTOMER PO #
33.02%
Misc. Items:
INVOICE #
Floor Labor Units: 0.00
TERMS
$24.09
5.91%
SALES REP
HOUSE DM
SALES AREA
Labor Cost:
$107.73
LOT # SUBDIV:
JOB CATEGORY:
SPECIAL INSTRUCTIONS:
Price includes trusses, H -clips, and local drop delivery but does include sales tax.
BY DATE
OVERHANG INF HEEL HEIGHT 00-03-12
REQ. LAYOUTS
REQ. ENGINEERING
QUOTE IMH 104/21/07
ENDGUT I RETURN I
NONE
NONE
LAYOUT IMH 104/21/07
PLUMBT YES I GABLE STUDS 0 IN. OC
DESIGNED I MH 04/21/07
QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT I TOTAL
FT -IN -16 PRICE PRICE
271 HANGERS I H2.5 I $0.291 $7.8
ITEMS SUB -TOTAL: $ 7.83
Estimate Summary:
Y
� ,
Tin
Truss Price:
$399.56
Roof Labor Units: 107.73
st:
$134.53
33.02%
Misc. Items:
$7.83
Floor Labor Units: 0.00
Connector Cost:
$24.09
5.91%
SUB -TOTAL:
$407.39
Labor Cost:
$107.73
26.44%
Delivery:
$150.00
Net Margin: 33.63%
Total Weight:
553.00 lbs.
Total Bd-Ft:
336.67
Sales Tax:
$0.00
Total LF(truss):
127.80
PriceBd-Ft:
1.21
Price/Lineal Ft:
$3.13 1
Selling Price:
$557.39
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 providq,Acgess to the job siie. Trusses remain our property until full payment is made.
f,s �.. ", , s 1 e' .,;r
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
1-^11.1
REVIEWED FCR CODE COMPLIANCE
SPOKANE VALLEY BUlybiNG FIVISION
TAS o o_ 7_