2004, 04-01 Permit: BLD-04-03953 Garage Addition Spokane
,,r.i$M lley RESIDENTIAL ADDITION/REMODEL PERMIT
11707 E. Sprague Ave.,Suite 106
Spokane Valley,WA 99206 Permit#: BLD-04-03953
Job Address: 14407 E 24TH AVE Applied: 04/01/2004
SPOKANE WA 99037-9341 Issued: 04/05/2004
Description: 11 X 30 GARAGE ADDITION Expires: 10/02/2004
(OWNER IS CONTRACTOR)
Subdivision: Lot: BIk: Parcel No: 45262.2008 Zoning:
Owner: KECK,THOMAS E& DEBORAH A
Applicant: KECK,THOMAS E&DEBORAH A Phone: (509)927-7599
Address: 14407E 24TH AVE
VERADALE,WA 99037-9341
Contractor: Phone:
Address: Lic No:
General Information: Fees:
VALUATION 6270 PLAN CHECK FEE 34.81
REROOF N BASIC PERMIT FEE 139.25
BUILDING HEIGHT TO PEAK 11 WSBCC SURCHARGE 4.50
DIMENSIONS 11 X 30 Total Calculated: 178.56
#OF STORIES 1 Deposits/Receipts: 178.56
FRONT SETBACK 30
REAR SETBACK 50+ Total Due: 0.00
LEFT SETBACK 11
RIGHT SETBACK N/A
OCCUPANCY GROUP u-1
CONSTRUCTION TYPE wood
STRUCTURES ON PROPERTY 1
CURRENT PROPERTY SIZE 100 X 124
SERVED BY SEPTIC SYSTEM no
WELLS LOCATED ON PROPERTY no
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.
Ownership of resulting development rights granted by any issued permit inure to the property owner.
6210 -II C ( ,1 _iL - c-.5- 761
Print Name Signature / Date
Staff Initials r/
THIS IS NOT A RECEIPT
Strong°N ie Strong-Wall® Shearwall
The Strong-Wall®Shearwall can be installed around window and door openings,or garage
wing walls,or interior walls,where increased lateral resistance is needed.They can reduce
the amount of wall space required for shearwalls,allowing for more windows and doors.
K Standard models are used for slab-on-grade applications. Garage Portal systems provide .
increased lateral resistance in locations where space is at a premium.
!I D78 DriftAllowable at AllowableShearV
E.� Number of Number of Holdownl Allowable Wall
Standard Strong-WaII® Model No. fW) (in) (in) Fasteners in Mudsill Z Anchor Shear Shear V Load Weight
Top of Wall Anchors Bolts Load(Ib) (in) (Ib/ft) (lbs)
Shearwall
(Inside View) SW18x8 18 93% 3y 9-SDS/,x6 2-j'e 2-SSTB28 1150 .317 763 85
SW24x8 24 93/a 3/2 12-SDSyx6 2-% 2-SSTB28 1610 .389 804 91
SW32x8 32 93,E 3y 16-SDSyx6 2-% 2-SSTB28 2865 .377 1074 116
SW48x8 48 93% 3y 24-SDSyx6 3-% 2-SSTB28 4545 .380 1136 149
SW18x9 18 105% 3y 9-SDS/ax6 2-% 2-SSTB28 1080 .371 722 94
SW24x9 24 105y, 3y 12-SDSyx6 2-% 2-SSTB28 1585 .396 793 101
SW32x9 32 1052, 3y 16-SDS/ax6 2-% 2-SSTB28 2600 .427 975 128,,
^°' SW48x9 `"448"105}; 3y 24-SDSyx6 3-% 2-SSTB28 4370 .439 1093 165'•.
s 4,,„
a "!-'ff SW24x10 24 117X, 3X, 12-SDSyx6 2-% 2-SSTB28 , 1590 .446 797 111
.. 9 4.--- SW32x10 32 117% 3y 16-SDS/ax6 2-% 2-SSTB28 2460 .453 923 134
_ SW48x10 48 1172, 3y 24-SDS/ax6 3-3d 2-SSTB28 4095 .435 1024 171
VI/ "'� SW24x12x6 24 141% 5y 12-SDSyx6 2-% 2-SSTB28 1260. .543 -. 629 167
T'I`W H 16d NAILS OR 16d SINKERS
,I I 3-o.c.VERTICAL SW32x12x6 32 141/4 5y 16-SDS/ax6 2-% 2-SSTB28 2150 .581 807 201
4"°.c.HORIZONTAL SW48x12x6 48 1.41,8 5y 24-SDS/ax6 3-% 2-SSTB28. 3695 .521 - 924 256.
1.For 2-pour applications,use SSTB34.For standard wall with a 2.Recommended minimum%"x 12"
HEADER SIZE second story installed above,engineer of record must specify if mudsill anchor.
SHALL
NOMINALWALL high strength anchorage is required,depending on load.
THICKNESS x 17 _
_. `
MIN.NOMINAL
DEPTH. .�, 1 Allowable Drift at Allowable Walf
Model W H T Number of Number of Holdown Shear V Load Allowable Shear V
Fasteners in Mudsill Anchor• (Ib)for Portal Shear V Load Weight
H No. (in) (in) (in) Top of Wall Anchors° Bolts (lbs)
I 0 .i,
System (in) (Ib/ft)
SW16x7x4 16 78 4 8-SDS1/ax6 2-s/a 2-SSTB28 2800 .367 1050 90
SW16x7x6 16 78 53/a 8 SDS1/ax6 2-% 2-SSTB28 2800 .367 1050 112 •
SW16x8x4 16 90 4 ` 8-SDS1/4x6 2-% 2-SSTB28 2490 400 935 95 '
SW16x8x6 16 90 53/4 ,8-SDS1/4x6 2-% 2-SSTB28 2490 ;gi420 935 120
SW22x7x4 22 78 4 10-SDS1Ax6 2-% 2-SSTB28 4820 .369 1315 95
� SW22x7x6 22 78 53/4 10-SDS3/4x6 2-% 2-SSTB28 4820 .369 1315 117
SW22x8x4 22 90 4 10-SDS3/4x6 2-% 2-SSTB28 3990 .446 1090 105
D79 SW22x8x6 22 90 5% 10-SDS1/4x6 2-s/s 2-SSTB2B-: 3990 .446 1090 130
1.For two-pour bolted applications,use the SSTB34. 4.Recommended minimum 5/8'x 12'mudsill anchor.
/ .Recommended header moisture content is 19%or less 5.The minimum header sizes listed are the minimum
Z 16"Garage Portal at time of installation. required for lateral rigidity of the portal system. Larger
z
> I Strong Wall(Outside View) 3.A double wall garage portal system consists of 2 walls with headers may be required due to vertical loading.
a a header spanning over the top and connected as shown. 6.Portal walls may be installed with sheathing facing
g .�-. inside or outside.
0
U
F
0 Installer may ' `
N drilla 3"(max.) Strong-BraceTM Wall
E LS50 diameter hole '
&" or(4)SDS1/4x6 anywhere in 51MP5°
F A 1"diameterhole may be
screws the topthird of
drilled in the The Strong-Brace Wall is a prefabricated,factory built wall
Nthe OSB. 6-1. m - , top plates designed and tested to meet the bracing requirements of the
8ft wall-top 2 8 r, o if needed. IBC/2000 and IRC/2000.It is applicable in wind zones less
2x4 Doug Fir 98 wall top 3'. h1 Nji I than 110 mph and seismic design category A,B,C,D1 and D2.
8 #2 or better y;
Min.
a
(2)2x4 T Allowable Walt
_ fi Model W H T Top Plate Anchor
Shear Weight
d DrilledNo. (in)I (in) (in)I Connection Bolt (lbs) (lbs)4°
Factory Factory-drilled (. LI 1_
1'Dia.Hole Pre-Attached 1"holes on
,�c�'k SBW18x8 18 93 a 4 � 4 LS50 si3 Dia. 585 71
PHD6 with vertical studs. } r Column Base
a vi
SDS2x3 a � 4-I ) or Moisture SBW22x8 22 9312, 4 4 C0'; s/a Dia. 835 75
2x4 Doug Fir Wood Screws € a Battler by s
A2 or better c, r v 0 SBW24x9 24 1051/4 4 14-LS50 /s Dia. 835 87
Pressure y ,Yr liil 1;. Others
Treatedgo
`
- '` t SBW18x8-For a single story garage or a single story house with an 8 foot
with CBA Curb
plate height.
SBW22x8-For a two story garage or a two story house with an 8 foot plate height.
SBW24x9-For a single story or a two story house with a 9 foot plate height.
SBW18x8
D80 Strong-Brace
(Inside View) SBW18x8 Garage Portal Strong Brace
D81 with optional hole(Outside View) 27
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i j This site plan is being submitted for the purpose of
•
`ii obtaining a building permit and is a true and correct
Q1(d.,
representation of the proposal. AN known property
oo • lines/dimensions,curb lines,strictures and easements
have been identified. Also indicate are wetlands.
4
i `::,. 0..,..0..,..e...... bodies of water, _teep slopes or other critical areas.
ilk r
t Signed: ,
, ; . Date: 04----'
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Mar 17 04 08: 17a t keck 5099277599 p. l
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City of
• SPOKANE VALLEY BUILDING DEPARTMENT
11707 E.Spr"ange Avenue,1I106,Spokane Valley,Washington 99206-Tel 509-921-1000-Fax 509-921-1008
DIlowing is a typical cross-section for a residential garage.It may or may not represent the proposed project.If you are using this
:tail as a portion ofyourplan submittal,please complete the requested information in the boxes provided on both sides ofthis sheet.
completed sheet,aloe w y additional information needs to be submitted with your application and be on site at the time of
RDE DIAGRA �`�
ENGINEERING LAYOUTS FOR NI ENGINEERED TRUSS OR,
ROOF TRUSSES,BEAMS ANDFRAMING" DRAFTER SIZE AND SPACING
OOR SYSTEMS PRIOR TO 2 q @ � 6 O.C. r---
FL
INSPECTIO FING MATERIAL e.0 n IOS t A i 0 >-r
.00FING PAPER#15 MINIMUM 1 30- ; H_..
ROOF SHEATHING TYPE 5/�%n CdX. ?(LA(,�;octal \� "
�C SOLID BLOCKY G DOUBLE`TOP PLATE
STUDS .
TREATED SILL BETWEEN TRUSSES
1/2"X 9"ANCHO
;BOLTS @ 6'0"ac. WALL HEIGHT 1 9 '
3 1/2"CONCRETES • • l
6. 1f`
`v' . .• !: -2 X 6 /(r, O.C.
•` _ - SIDING 1 •-it i i ( "}i PRESSURE
(2)#4 REBAR • 12� .- 11'.'it . . TREATED
I PLATE ANCHOR BOLTS
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM q �rJ 1/2"X 9"
1000 SQ.FT.TO 3000 SQ.-FT. if• •'MINIMUM(76"mi •NOTE: i1II- -
• CONCETE)6'
Diagonalwailbracingrequired on O.C. OR
each corner and every25 feet of wall. FOUDATIONDEPTH 3I/2" APPROVED
3. Walls within 3 feet ofa property line or 8"(D� CONCRETEwithin 6 feet of a dwelling must be 1 hour rrrated. (5/8"type"X"gypsum sheathingX 24"(Attched) -......,...__'._J SLAB INSTALLEDPER
on both sides of wall).Openings are not • 6"X 12"FOOTING MANUFACTURER
permitted in these walls.Garages over SECTION AA
3,000 sq.ft.require protection when
closer than 20 feet to the property line.
Parapets may be required.
all
3. Doors entering a garage from the ' ` a - 6" min. ALTERNATE
house must be 1 3/8"solid core or carry a ��"-Ijll • . '_ - - FOUNDATION
ill=ILII (DETACHED
i 20 minute fire rating(self-closing hinges ( � e . =iill NDER 1000
required). These common walls must also _ x . sot 12" min. SQ. FT.)
be protected on the garage side with 5/8" (2) #4 Rebar
type'x' gypsum sheathing. Ii 12'1,I ,ii::
T -t
_ - - - °4s
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FOUNDATION PLAN
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PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE
DRAWING BELOW
BUILDING DIMENSIONS: 9fr /
3o
GARAGE DOOR OPENING AND HEADERSIZE: 7
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON
THE PLAN
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Ridge Line Width
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'lease note that while every effort is made to assure the accuracy of the information contained in this brochure it is not warranted for accuracy.
Phis document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
ion. For detailed information on a particular project,permit,or code requirementrefer directly to applicable file and/or code/regulatory documents or
:ontact the appropriate division or staff.
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