2007, 10-01 Permit App: 07003810 Garage Project Number: 07003810 Inv: 1 Application Date: 10/1/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 54 X 50 GARAGE Contact: DORSCH,THOMAS A&HARRIET L
Address: 421 N SARGENT
C-S-Z: SPOKANE VALLEY,WA 99212
Setbacks:Front Left: Right: Rear: Phone: (509)924-8276
Group Name:
Site Information Project Name:
Plat Key: Name: HARRINGTONS ADD TO HUTCHINSON District: Nort
Parcel Number: 45184.0632 Block: Lot:
SiteAddress: 421 N SARGENT RD Owner:Name: DORSCH,THOMAS A&HARRIET
Address: 421 N SARGENT
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: UR-3.5 Urban Residential 3.5
Water District: 005 HUTCHINSON Hold: ❑
Area: 27,648 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ,
Review
Building Plan Review Released By:
Originally Released: 9/28/2007 By: TMELBOU
Landuse/Zoning/HE Conditions Released By:
Originally Released: 9/27/2007 By: kkendall
Permits:
Operator: JD Printed By: JD Print Date: 10/1/2007
Project Number: 07003810 thy: 1 Application Date: 10/1/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Building Characteristics
Building Height 23.9
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 2,700 $51,300.00 2,700 $51,300.00
Totals: 2,700 $51,300.00 2,700 $51,300.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $657.75
ACCESSORY PLANS REVIEW 1 SELECT $164.44
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $826.69
Payment Summary �,
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $826.69 $826.69 $0.00 $826.69
$826.69 $826.69 $0.00 $826.69
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: 10/1/2007
Permit Center
SSO e 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: :0-25(0
Valley Spokane Valley, WA 99206 PERMIT FEE:
4.0000
! 1 (509)688-0036 FAX: (509)688-0037
Community Development WWW.Spokanevallev.oTe.co1n
Residential Construction ❑ New Construction XQAccessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
o Other:
SITE ADDRESS L[-a( l ) SAeceArtT-
ASSESSORS PARCEL NO: 4-15 / 2' L• C!o 32 LEGAL DESCRIPTION: i1-1221n4. 6 #u rj { LXX E C l t
L. �I - 13 6
Building owner Df25 { _Contractor
Name: T14- vv\./tS pC,t?S-4 Name:
Address: o{-�j .5Aier'C-_Aj / Address:
City: cJ�C t lL' vAt.�.&y •Zip : City: Zip:
Phone: g,-_)_c/ 7 Fax: c53..‹.-- �/�, 9 Phone: Fax:
Lic No: Exp.Date:
Contact Person ,.
--- City Business Lic No:
Name: -7-72, #'Y\ DQ�S N
Phone: �1 - ��7C> 19 S SSS 7 ee i(
Describe the scope of work in detail: Cost of Project: $ ( (7
ccesso2y oS.TG/2 (c-4 — —
1 3 o a WA- HE/G1-FT-1-1
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE
MAIN FLOOR Tb SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: p ARE 7 C C
FINISHED BAS ME T SQ. : DECK/COV. PATIO SQ. FTG: 30% SLOPES O
SQ. FTG: &) PROPERTY: 1' C'
# OF BEDROOM CONSTRUCTION TYPE: HEAT SOURC SEWER QR SEPTIC?
1\_.) H Sti c IC F12441/1L /L . r1
DISCLAIMER
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. P RECEIVED
'w
�
Signature � yy�� /l�,.J � ,- ,��� z Date tCTIYOFSP RECEI OK NIP( ��
Method of Payment: (Faxed permit applications will only be accepted with major bankcard) SES 2R17
❑ Cash ❑ Check ❑ Mastercard ❑ VISAOth
Bankcard#: Expires: VIN#: P h�'
Authorized Signature:
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4
City of
SPOKANE VALLEY BUILDING DEPARTMENT
•11707 E.Sprague Avenue#105,Spokane Valley,Washington 99205-Tel 509-688-0036-Fax 50g-535-D037
•
Following is a typical cross-sec5on 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 infom:aton in the boxes provided on both sides of this sheet
This completed sheet,along with any additional information needs to be submitted with your apliica5on and be on site at the lime
of inspecfon.
PROTECTION AND OPENINGS BETWEEN NOTE:
DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on
each corner and every 25 feet of wall.
1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feat of a property tine or
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour .
515'TYPE X GYP BOARD(HABITABLE SPACE ABOVE) rated. (513'type X gypsum sheathing
*112'GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) on both sides of waft). Openings are not
2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over
SHALL BE EQUIPPED WITH SOUD WOOD DOOR,SOLID OR 3,000 sq.ft require protection when
ONEYCONB CORE STEEL DOORS NOT LESS THAN 1 313',jkri
closer than 20 feet to the property line.
20 MINUTE FIRE RATED DOORS. Parapets may be required.
.41
ALTERNATE FOUNDATION FOR
OOZ ci ; cog ACCESSORY BUILDINGS FROM ENGIN EEREDK 5P OR
400 SO.FT.TO 3000 So.FT. RAFTER SIZE AND ACING
./k , ,vii IrvvxOdS t A.L ,• x @ 2-4-0.C.
A8 a3A13o38
SECTION A-A ROOFING MATERIAL
Milo
I'OOROOFINGF PAPER
11
- N a � •
„
lS132 R . .=_.
a' SHEATHING
if6i
{ 1 •• ' '• .. • Tie ! DOUBLE TOP PLATE r
---=- --_-_-_--=--------- r • .•• �1illf=111 rllt cjW e• , r
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'IIIl,t,.�• " . T 24"MIN.
(2}44 REBAR1 1f WALL SHEATHING 'j /
1
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• PRESSURE TREATED
SOLE PLATE
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• 6"MIN •
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II,f_i1; ' ILST r d :1-_—".' ANCHOR BOLTS
Il=II. •;I ' . .-!ii'° 24-MIN. 24"MIN. 6"MIN. ,, 1/2";.- MIN.
•
J ••. •. • • (7'INTO CONCRETE)
•' • 6'O.C.OR APPROVED
l-ir-1 (2)t4 REBAR 6"X12" ANCHOR INSTALLED
FOOTING PER MANUFACTURER.
FOUNDATION PLACE
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: __1-`/ K. „„5 CJ
GARAGE OPENING AND HEADER SIZE
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH I q
REDO E= LINE -
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not warranted for accuracy.This document is not intended to address an aspects or regulatory requirements for a
project and should serve as a starling 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.
• 1
1
\ \ , ' 8"MN.WIDTH
7/16"OSB SHEATHING
3/S"MIN.
c NAILED WITH Sd COMMON
.1."\ ()R GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R602.3(1)AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
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7
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SIMPSON UPLIFT BACK EACH STRAP
....
STRAP wur A STUD
1,800 POUNDS -:. E. t-:-.•
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BRACING PANEL
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III
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• HTWO-STORYFTBUILDINGS,
•• • •• ALLHAVEATLASTTH
1 i ANCHOR BOLTS,PLACED AT FT
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STRAP
.i. . d•a . Ov. . .0% . Ov, . 0% . 0.6 . .6% . ••• • • ' • • '• ' • ' • • • 3 000 POUNDS
' ;„•° :.•° 1,...., :.•° ;...° ::•.` 1...." 1%•°
TWO ANCHOR BOLTS
INSTALLED IN ACCORDANCE ..---
WITH FIGURE R403.1(1)SHALL ... . 0% . Dv. . . d•• . .0,
BE PROVIDED IN EACH PANEL. ::•. 1,.•. .1,:•° *:..." .1,.....• :.° ....• 1,....." 11..." '..
ANCHOR BLOTS SHALL BE
:rif Cf54\R -re:"PI 150-12,t•A
PLACED AT PANEL QUARTER SCALE:1"=l'-0"
POINTS
0 F F-0 U NI CAM Co y•) WILL-
ALTERNATE
• PANEL
Raz 10 6 ALTER,A7113R_ACLD WALL P•VELS i
1
' WALL CONSTRUCTION
TABLE R602.10.6
MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS
HEIGHT OF BRACED WALL PANEL
Sheathed Width
SEISMIC DESIGN
CATEGORY AND TIE-DOWN 8 ft. 9 ft. 10 ft. 11 ft. 12 ft.
WINDSPEED FORCE(Ib) 2'-4" 2'-8" 2'-8" 3'-2" 3'-6"
SDC A,B,and C R602.10.6.1,Item 1 1800 1800 1800 2000 2200
Windspeed< 110
mph R602.10.6.1,Item 2 3000 3000 3000 3300 3600
Sheathed Width
SDC D0,DI and 2'-8" 2'-8" 2'-8" Note a Note a
DZ Windspeed< R602.10.6.1,Item 1 1800 1800 1800 — —
110 mph
R602.10.6.1,Item 2 3000 3000 3000 — —
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
a. Not permitted because maximum height is 10 feet.
EXTENT OF HEADER
DOUBLE PORTAL FRAME(Tow
WO BRACED WALL P• LS)
* EXTENT OF HEADER
•
SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)
L r1. . • •
��
y : MIN.3'X 11.25" NET HEADER "
S'
.I. 1 .a.
ii \� FASTEN TOP PLATE TO HEADER WITH TWO ../1TYPIC• PORTAL ----1;,� 1.
ROWS OF 16D SINKER NAILS AT 3`O.C.TYP. 1000 LB - FRAME i.11
1' STRAP CONS 'UCTION •1.
I 1000 LB STRAP OPPOSITE SHEATHING •�.
.I• FOR A PA L SPLICE «
J. FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEED:D),PANEL '�: 1,
..
GALVANIZED BOX NAILS IN 3'GRID PATTERN AS SHOWN AND EDGE' SHALL BE •{,
MAX. .�. •I BLOCKED,A D OCCUR . -
•:' 'i' 3'O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. '•
HEIGHT .f. •1- WITHIN '4"OF MID- •• -'"":1.
��`
10' :i: •1: HEIGHT.0'E ROW OF "
MIN.WIDTH=16'FOR ONE STORY STRUCTURES -I. 1
TYR SH •THING-TO
•
MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO FRAMIN- NAILING IS !. 1�'
1 I
. STORY STRUCTURES REQUIRED. •• l
.1. �_ ..-------'' IF 2X• BLOCKING IS •�'
,:. MIN.2x4 FRAMING MIN,
a• USED,T E 2X4'8 MUST 1.
�• DOUBLE .:i'
,i, It-...------ 318"MIN.THICKNESS WOOD BE NAI 0 TOGETHER -
•I• ! STRUCTURAL PANEL SHEATHING 2x4 PAST WITH 160 SINKERS
•• MIN.4200 LB-TIE-DOWN DEVICE(EMBEDDED INTO :�: �.
CONCRETE AND NAILED INTO FRAMING) N.1000 LB
' '{•I.
• �.`.. � s. ! IE DOWN -1,�-�,I�--:•,•
SEE SECTION R602.10.6.2 $/d -i6�^'C I't'• . �'C c-r DEVICE 1
1 ' 1 I
I `- f.r��2 TO p 4 6::.ra.,k i I
t.- 1.-,-
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FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
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VALLE:1 BEST WAY Roof Loading Account:TOM DORSCH
-.7.; TC Live: 30.00 psf Job: 086607
—....1 TOM DORSCH TC Dead: 7.00 psf Designer:TB
cz.
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BC Live: 0,00 psf Checker:
C
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-,-. BC Dead: 10.00 psf Date:06-28-07
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BC Stress Inc: 15.00
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New project El
Project Previous pre-app meeting 0
poane Transmittal Plan revisions El
City of Spokane Valley Transmittal Date:
.0001;Valle
y Community Development Tuesday,September 25,2007
Department
11703 E.Sprague Ave,Suite B3
Spokane Valley,WA 99206
Phone:509.688.0036
Site Address: 421 N SARGENT RD Proj umber:_ ( 07003810
Parcel Number: 45184.0632 D E v E E D)
Zoning: UR-3.5 Water District: HUTCHINSON SEP 2 2007
D3
Fire District: FD 01 _
D e
Applicant: DORSCH, THOMAS A & HARRIET L Owner: DORSCH, THOMAS A & HARRIET
421 N SARGENT 421 N SARGENT
SPOKANE VALLEY, WA 99212 SPOKANE VALLEY, WA 99212
(509) 924-8276
e-mail: e-mail:
Contact: DORSCH, THOMAS A & HARRIET L Occupant:
421 N SARGENT
SPOKANE VALLEY, WA 99212 e-mail:
(509) 924-8276
e-mail:
Contractor: OWNER Arch/Engineer:
( ) - 0
e-mail:
Project 54 X 50 GARAGE
Description:
Building Landuse Engineer Utilities Health Fire Dist Assessor
APPLICATION 1
SITE PLAN t'
PLAN .-----
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Attic Ventilation `°
1/8 GAP 1 Sq Ft per every 300 Sq Ft of space '"'�•,
RE V1lEEN SHEATHING ventilated with at least 50%in the upper
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VI i'At 13 1:1.14. P $.602.11.4 Brace Wall Panel min. 48 in.—96 in. GYPSUM BOARD USED FOR
(/) ti' -crR602.10.6.1 Alternate Brace Wall Panel min.28in.-42in. Viz-, .,,,,1: :;,,7.. , . ,efiwsx
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4,- ' 0 61-- R602.11.6.2 Alternate Brace Wall Panel min.16i1-24in:
FASTENED NO FURTHERg
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' FOUNDATION WALLS-3000# PSI : 1
. -,. SLABS,GARAGES,CARPORTS
&PORCHES-3500*PSt---
at.FOOTINGS MUST BE CON1iNU04 . !
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PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
ELOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY UN_D G DIVISION
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