2008, 12-05 Permit App: 08004634 ResidenceProject Number: 08004634 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/5/2008 Page 1 of 3
Project Information:
Permit Use: NEW SFR W/ATT GAR
Setbacks: Front 20 Left: 6 Right: 12 Rear: 53
Site Information:
Tsm
Plat Key: 005859 Name: RIVERWALK 08TH ADD PUD
Contact: CONARD CONSTRUCTION
Address: 5527 N VISTA GRANDE DR
C - S - Z: OTIS ORCHARDS, WA 99027
Phone: (509) 922-8465
Group Name:
Project Name:
District: East
Parcel Number: 55083.5110
SiteAddress: 2005 N HODGES LN
Location:: CSV
Zoning: UR -7
Water District:
Area: 7,725 Sq Ft
Block: 2 Lot: 10
Urban Residential -7
Owner: Name: PECK, PATRICK J & HEIDI S
Address: 2005 N HODGES LN
SPOKANE VALLEY, WA 99016-858
Hold: ❑
Width: 70 Depth: 110 Right Of Way (ft): 35
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Originally Released: 12/4/2008 By: tmelbourn
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits:
Originally Released: 11/25/2008 By: tschmidt
Released By:
PER LETTER FROM ROGER RIVERS
Originally Released: 11/26/2008 By: jdavis
Operator: JD Printed By: JD
Print Date: 12/5/2008
Projekt Number: 08004634
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/5/2008 Page 2 of 3
Contractor: CONARD CONSTRUCTION
Address: 5527 N VISTA GRANDE DR
OTIS ORCHARDS, WA 99027
Description Gr Type
1&2 FAMILY R-3 VB
2ND FLOOR R-3 VB
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes
Contractor: CONARD CONSTRUCTION
Address: 5527 N VISTA GRANDE DR
OTIS ORCHARDS, WA 99027
Item Description
GAS APPLIANCE<=100,000BTU
GAS PIPING
HEAT PUMP OR A/C 0-3 TONS
VENTILATING FANS
CLOTHES DRYER
GAS LOG OR GAS INSERT
Building Permit
Finn: CONARD CONSTRUCTION
Phone: (509) 922-8465
This Application: Total Project:
Sq Ft Valuation Sci Ft Valuation
905 $85,965.95 905 $85,965.95
1,378 $102,909.04 1,378 $102,909.04
477 $9,063.00 477 $9,063.00
Totals: 2,760 $197,937.99 2,760 $197,937.99
Units
1
1
1
Unit Desc
SELECT
SELECT
SELECT
Permit Total Fees:
Mechanical Permit
Fee Amount
$1,542.55
$4.50
$617.02
$2,164.07
Firm: CONARD CONSTRUCTION
Phone: (509) 922-8465
Units Unit Desc
1 NUMBER OF
1 # OF UNITS
1 NUMBER OF
5 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Operator: JD Printed By: JD
Fee Amount
$12.00
$1.00
$12.00
$50.00
$10.00
$10.00
Permit Total Fees: $95.00
Print Date: 12/5/2008
Project Number: 08004634 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/5/2008 Page 3 of 3
Contractor: CONARD CONSTRUCTION
Address: 5527 N VISTA GRANDE DR
OTIS ORCHARDS, WA 99027
Item Description
TOILETS/BIDETS
SINKS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
FLOOR DRAINS
MISCELLANEOUS FIXTURES
Notes .,-
Payment Summary
Permit Type
Building Permit
Mechanical Permit
Plumbing Permit
Plumbing Permit
Units
3
5
2
1
1
1
1
1
Fee Amount
$2,164.07
$95.00
$90.00
Firm: CONARD CONSTRUCTION
Phone: (509) 922-8465
Unit Desc
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
Permit Total Fees:
Invoice Amount
$2,164.07
$95.00
$90.00
Fee Amount
$18.00
$30.00
$12.00
$6.00
$6.00
$6.00
$6.00
$6.00
$90.00
Amount Paid Amount Owing
$0.00
$0.00
$0.00
$2,164.07
$95.00
$90.00
$2,349.07 $2,349.07
$0.00 $2,349.07
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: 12/5/2008
Va11 g
vJ
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
PERMIT NUMBER: ---
PERMIT FEE:
[ I New Construction n Accessory Bldg
n Addition/Remodel n Deck
n Other:
SITE ADDRESS: 20 J Adj eLet/ o vti e Vi 1/ e/ ?0/6
ASSESSORS PARCEL NO: ...S. -Sc.) //O LEGAL DESCRIPTION:
Building Owner:
Name: �"
i -ATR cc.K., it n, d (-, . i n l
Address: i cs, 1 Z /.-./AL4Ci'
City:
Libc,- 4n/re State: A�A Zip: no/7
/,c?,26
Phone: S a 9 `//` p Fax:
Contact Person
Name: (2_71Il/
Phone: , So Q Sq? ` 8 S1'
Contractor:
Name: <Ui 1/i42 -D n:, cS 7-.
Address: 2_23iv 6/,\., p e ,6I4c
City: ../.6,,,./„..7.7, 4, P State: /IA, Zip: g%/7
Phone: ax:
So 9 S94 - 8 �S Z._s" S- 9 x 7 9
Contractor Lic No: Ex Date:
G°OivoRG.JFq3i)4 ?,0
City Business Lic. No:
De cribe the scope of work in_ detail: Cost of Project: $
(.2 v C.,13 t f2 (Ec'R..A,
C)&) Fkisi1—e.
o c )
(�b
Proposed Use:
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
Z y ' 40 ' '
DIMENSIONS:
' 6 .i k .S2, '
# OF STORIES:
2-
TOTAL HABITABLE SPACE:
2,2---8-4' 2 21-3
MAIN FLOOR TO SQ.
FTG:
9.0-1--- 9bS
2N0 FLOOR SQ. FTG:
/3' — /37er
UNFIN BASEMENT SQ. FTG:
-CD `"
IMPERVIOUS SURFACE
AREA:di
z s" 7C)
FINISHED BASEMENT
SQ. FTG: --c) -
GARAGE SQ. FTG:
y 7 7 ore,
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
S
CONSTRUCTION TYPE:
V N
HEAT SOURCE:
P -A v 6 4 6.
SEWER OR SEPTIC?
Se", e /--
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:
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
Ai Check
DATE: ///Z S�o
❑ Mastercard ❑ VISA
Expires: VIN#:
NO'!
''! 5 A1..
4100"%aft.,
*name
Site Address: 2005 N HODGES LN
Parcel Number: 55083.5110
Zoning: UR -7
Fire District: FD 01
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project
Previous pre -app meeting 0
Plan revisions 0
Transmittal Date:
Tuesday, Novrmber25, 2008
Water District:
Project Number: 08004634
Applicant: CONARD CONSTRUCTION
5527 N VISTA GRANDE DR
OTIS ORCHARDS. WA 99027
(509) 922-8465
e-mail:
Contact: CONARD CONSTRUCTION
5527 N VISTA GRANDE DR
OTIS ORCHARDS, WA 99027
(509) 922-8465
e-mail:
Contractor: CONARD CONSTRUCTION
5527 N VISTA GRANDE DR
OTIS ORCHARDS, WA 99027
(509) 922-8465
Owner: PECK, PATRICK J & HEIDI S
2005 N HODGES LN
GREENACRES, WA 99016-8586
e-mail:
Occupant:
e-mail:
Arch / Engineer:
e-mail:
Project NEW SFR W/ATT GAR
Description:
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
SITE PLA
N
PLAN
S
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Sj�kiii
_�F Valley
For City Use Only
PLUS Project Number
Project Address
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
S iolca _ _
Community Development
Mechanical Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www. spokanev al l ey.ort
❑ Commercial
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS:,2.C7 0 ,S /boa Ci PS L_ 4'4 kk.._ 7/e. y
Building Owner �- t. A k (k. le f
L_.._.,
-�`
Name:
Phone: 92.‘. _ /1/ 9' Fax:
i- I-Ie1
Address: /a/ /�AA clini
City: 6/,6C2Z 4,A.e State: /l/,p
`f f 1 ,U
9Q Zip: U/7
Contractor
Name: - 6 S
Phone: Fax:
Address:
z Z.3 � / 1...,' -..19-c. G lad
City:State:
6,6e2z L..+�('e Gi
Zip: Ra /
License No: e% ^ jo e_ 4. 9 7 3 bpi
!
City Business Lic: %
Contact
Name: --k---.)h/ c es n.11/1-4
Q
Phone: s'9, 'C - 8 Ci sy
r -
DESCRIPTION OF WORK
# OF UNITS
X
COST
= TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
2
FUEL BURNING APPLIANCE
More than 100,000
l
X
$12.00
l� o0
X
$15.00
3
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
X
$50.00
4
UNLISTED APPLIANCE (Additional Fee)
More than 400,000
X
$100.00
5
USED APPLIANCE (WSEC min. AFUE rating)
Equal to or less than 400,000
X
$50.00
6
USED APPLIANCE (WSEC min. AFUE rating)
More than 400,000
X
$100.00
7
BOILER/REFRIGERATION
1 - 100M BTU
X
$12.00
8
BOILER/REFRIGERATION
101 - 500M BTU
X
$20.00
9
BOILER/REFRIGERATION
501 - 1,000M BTU
X
$25.00
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
X
$35.00
11
BOILER/REFRIGERATION
More than 1,750M BTU
X
$60.00
12
GAS LOG, GAS INSERT, GAS FIREPLACE
X
$10.00
/O i
13
RANGE
X
$10.00
14
DRYER
r
x
$10.00
e2-3
/e2
15
FUEL BURNING WATER HEATER
X
$10.00
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
17
GAS PIPING (each outlet)
X
$1.00
/v
18
19
20
DUCT SYSTEMS
VENTILATING FANS
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
X
X
$10.00
$10.00
$12.00
od
i
21
AIR HANDLER (DOES NOT include ducting)
Greater than 10,000 CFM
X
$15.00
22
EVAPORATIVE COOLERS
X
$10.00
23
TYPE I HOOD
X
$50.00
24
TYPE II HOOD
X
$10.00
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$12.00
26
AIR CONDITIONER
4-15 TON
X
$20.00
/Z2
27
AIR CONDITIONER
15-30 TON
X
$25.00
28
AIR CONDITIONER
30-50 TON
X
$35.00
29
AIR CONDITIONER
More than 50 TON
X
$60 00
30
LPG STORAGE TANK
X
$10.00
31
WOOD OR PELLET STOVE/INSERT
X
$10.00
32
WOOD STOVE - FREE STANDING
X
$25.00
33
REPAIR & ADDITIONS
X
$15.00
34
VENTILATION SYSTEMS
X
$12.00
35
VENTILATION MECHANICAL EXHAUST
X
$12.00
36
INCINERATOR - RESIDENCE
X
$19.00
37
INCINERATOR - COMMERCIAL
X
$22.00
METHOD OF PAYMENT:
❑CASH 11 I�CHECK ❑ VISA El MC
CARD #: '
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
71 y 22
$35.00
TOTAL PERMIT FEE DUE:
U
�Y9
Permit Center
cmm Spokane 11703 E Sprague Ave, Suite B-3
.jl Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www.spokanevallev.org
Plumbing Permit Application ❑ Commercial jJ Residential
PERMIT NUMBER:
PERMIT FEE:
SITE ADDRESS:
Zo 5 « dolE L j
Building Owner
�/
Name: D.4- V-' H. C ,4.)-1
r> Lf�
Phone: Q �. /7) 9
Fax:
Address: /�� / �. ,i / 9/, diti k-'
/
City: �I LJC2%y ,��
State:
/ ��
Az/Y
Zip: QQ0
6
Contractor
Name:
CO�vA2�0 ��.s%
Phone:
�5��-�YS�
Fax:
2.....t 5,
/?�'
Address: /
� �• � � L.t�,OP /�l�C �
�
City:State:
L�o -e
ktlip
Zip:
g g��
License No:
,,..ao rt._ c 9 7,Z D
CItB� e�ss L2ic: /
Contact
c3 A c7 , l
Phone: S/ S
f" --
/� l�V.:fQ '1
Name: Z5 - ^J C
DESCRIPTION
DESCRIPTION OF WORK
# OF UNITS
X
COST
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
X
$6.00
/8 .�
2
URINALS
X
$6.00
3
TUBS
2
X
$6.00
/ Z
4
SHOWERS (PER TRAP)
BATH, STALL, ON-SITE BUILT
X
$6.00
5
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
5
X
$6.00
3c
6
DISHWASHER
X
$6.00
6
7
CLOTHES WASHER
/
X
$6.00
8
GARBAGE DISPOSAL
/
X
$6.00
Crr
9
WATER SOFTENER
X
$6.00
10
ELECTRIC WATER HEATER
NOTE: IF GAS, SEE MECHANICAL
X
$6.00
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
X
$6.00
12
ROOF DRAINS/OVERFLOW DRAINS
X
$6.00
13
FOUNTAINS, DRINKING
X
$6.00
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
X
$6.00
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
$6.00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP
COOLER
X
$6.00
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS,
BOILERS
X
$6.00
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
$6.00
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
$6.00
20
MISCELLANEOUS PLUMBING FIXTURE
X
$6.00
21
PRIVATE SEWAGE DISPOSAUSYS
X
$20.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
$15.00
METHOD OF PAYMENT:
❑CASH
Card#
HECK ❑ VISA ❑ MC
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
90 `2-4---:)-
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
1LS
JOB #: 08405
PREPARED BY: MLS
Roof Loads
Floor Loads
Wall Loads
BELSBY ENGINEERING
CONARD STRUCTURAL
CALCULATIONS
LL
DL
TOTAL ROOF LOAD
LL
DL
TOTAL FLOOR LOAD
Glu Lam Beams
DL
TOTAL WALL LOAD
LOAD VALUES
30 psf (SNOW)
15 psf
45 psf
40 psf
10 psf
50 psf
(CEILING AND ROOFING
(DES MAX)
(SUPPORT MEMBERS)
DATE: 11/25/2008
10 psf (FRAMING AND INSULATION)
10 psf
TYPICAL BASE DESIGN VALUES
F„ = 165 psi
Fb = 2400 psi
E = 1,800,000 psi
STRUCTURAL CALCULATIONS
2ND FLOOR BEAM - SECTION 1
Height (h)
5 1/8 x 15 GLB -SEC 1 Width (b)
Bending (Fb) x(Cd)
Shear (F„) x(Cd)
Elastic Modulus (E)
OK in Shear
OK in Bending
OK in Deflection
Span (1)
Load (w)
Shear (V) = wl/2
Moment (M) =w12/8
Area (A)
S. Mod. (S)
M.O.I. (1)
=bh
=bh2/6
=bh3/12
Aream;n (Am)=1.5V/F„
S.Mod.min (Sm) =M/Fb
Max. Defl.(4m) =1/360
Deflection (A)=5w14/384E1
Use 5 1/8 x 15 GLB
1 of 3
15 in
5.125 in
2760 psi
189.75 psi
1.80E+06 psi
15.00 ft
833 pif
6,250 lbs
23,438 Ib -ft
76.88 in2
192.19 in3
1,441.41 in4
49.41 in`
101.90 in''
0.50 in
0.37 in
JOB #: 08405
PREPARED BY: MLS
BELSBY ENGINEERING
CONARD STRUCTURAL
CALCULATIONS
DATE: 11/25/2008
GARAGE HEADER BEAM
Height (h) = 15 in
5 1/8 x 12 GLB Width (b) = 5.125 in
Bending (Fb) x(Cd) = 2760 psi
Shear (F„) x(Cd) = 189.75 psi
Selected beam failed in Elastic Modulus (E) = 1.80E+06 psi
deflection, use 5 118 x 15 GLB
OK in Shear
OK in Bending
OK in Deflection
Span (1) = 15.50 ft
Load (w1) = 606 plf for 5.2 ft
Load (w2) = 308 plf for 10.3 ft
Resultant Load (P1) = 6,326 lbs from left 7.76 ft
Point Load (P2) = 2,385 lbs from right 6.30 ft
Shear (V) = V1 or V2 = 4,582 lbs
Moment (M)=R1x-P(x-a) = 26,230 lb -ft
Area (A) =bh = 76.88 int
S. Mod. (S) =bh2/6 = 192.19 in3
M.O.I. (I)=bh3/12 = 1,441.41 in4
Areamin (Am)=1.5V/F„
S.MOd.min (Sm) =M/Fb
Max. Defl.(Am) =1/360
Deflection (A)=5w1^4/384EI
Use 51/8x15 GLB
36.22 1n2
114.04 in'
= 0.52 in
0.45 in
SHEAR ANALYSIS OF FRONT WALL
Wind Loads
Shear Requirements
Wind Speed
Exposure B
ZONE 4
ZONE 5
85 mph
Windward Leeward TOTALS
370 sf 11 psf -12 psf 8,621 Ib
148 sf 11 psf -14 psf 3,641 Ib
Load =1/2 Wind Force
Length of wall = Combined Lengths
Force to be resisted=Load/Wall Length
12,262 lbs
= 6130.9 lbs
25.67 ft
238.87 plf
Use:
15/32" CDX sheathing w/ 8d nails @ 6" O.C. at panel edges, 12" in field.
13 - 112" anchor bolts along front wall.
Sheet exterior and interior faces of front section of garage.
MST 27 Strap between garage door header and front walls,
2 straps each side of opening.
HD5A at base of front walls abutting garage door opening,
1 each side of opening, bolt to 3" vertical wood minimum.
2 of 3
JOB #: 08405
PREPARED BY: MLS
BELSBY ENGINEERING
CONARD STRUCTURAL
CALCULATIONS
DATE: 11/25/2008
SPOT FOOTING ANALYSIS
Bearing Capacity
Point Load
Allowable
Point Load
Footing Area =Load/Allowable
Footing L = W =IArea
Try 30" x 30" x 12" footing
Footing Area =L x W
Distributed Load
Use 30" x 30" x 12" footing
Reinforcement:
3 - #4 Rebar each way
Refer to Footing Section Diagram
3.0" MI
30.0"
1
3.0" MIN
2500 psf
= 10833.33 Ibs
4.33 sf
2.08 ft
900 in2
6 sf
1,733 psf
0"
3— #4 REBAR TYP.
— #4 REBAR TYP.
STRIP FOOTING ANALYSIS
Existing Conditions
Bearing Capacity
Wall Load - Case 11'
Front and Rear
Wall Load - Case 22'
End Loads
Footing Width
Footing Thickness
Allowable foundation pressure
= 12.00 in
= 6.00 in
2500 plf
Foundation Load 1 = 1278.75 plf
Existing 12" x 6" strip footing is adequate along front and rear walls
Foundation Load 2 = 813.33 pif
Existing 12" x 6" strip footing is adequate along end walls
Notes:
1 Load Case 1 includes 1st and 2nd story wall loads,
respective roof loads, and 1st story floor loads.
2. Load Case 2 includes 1st and 2nd story wall loads,
respective roof Toads, and 2nd story floor loads.
3 of 3
N 90* 0'0" W 70.00'
---------------------------------
REAR
YARD
REBUILD NEW 2278 SQ FT 2 STORY SFR ON EXISTING 901 SQ FT!
FOUNDATION
of
of
co
6.0'
SIDE
YARD -
2.0' I z
FRONT EXISTING CONCRETE
DRIVEWAY
YARD
N 90' 0'0" 70.00' 2% SLOPE
DATE:
w;j pulml 0 a
REBUILD EXISTING 477 SQ FT
— GARAGE
TITLE PAGE
OWNERS NAME: PATRICK AND HEIDI PECK
SITE ADDRESS: 2005 N. HODGES LN
SPOKANE VALLEY, WA 99016
ASSESSOR'S PARCEL #:55083.5110
NEW SINGLE
FAMILY
RESIDENCE FOR:
PATRICK AND
HEIDI PECK
2005 N. HODGES LANE
SPOKANE VALLEY WA
99016
PLOT PLAN SHEET
I ,