2006, 06-15 Permit App 06002365 Exterior Remodel� Permit Center
S Okaile 11707 E Spragu� Sow e LE
4000 Valley Spokane Valley, i 99206 D
�lll J (509)688-0036 FA : (509 4J ;OQ37 2006
Community Development www.spokanevdire ora J11i1j 1
�II_)1 ►�
Residential Construction bU 0 L, L' Ne '?di n iruction
Permit Application n Addition/Remodel
Other:
PERMIT NUMBER: 31.06
PERMIT FEE:
Accessory Bldg
Deck
SITE ADDRESS /q/6 s. 4,4w
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building Owner:
Name: A --";EN /, �A10
//
Address: / j6 �r ei,ey J.
City: V <)X, /v.� !/,1J yState: ex
Zip: gyezt
Phone: J-2) 9 —� Fax:
Contact Person
Name: "/(,�
Phone: .5:34---,?, j .z 7
Describe the scope of work in detail:
Contractor: 0 ;�mi/ /j� f/zi f
Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
Cost of Project: $j//°-.)
ktiz,
XxxxXxxxxxx' ' The fdllowina MUTT be complete: (w e N/A if not annlicable)XxxxxXxxxxxXxXxxxxxXxx
HEIGHT TO PEAK:
DI ENSIQN
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
/(o
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOU CE:
SEWER OR 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 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 8/25/2005
0 Check
❑ Mastercard
Expires:
Date 6450 ‘
❑ VISA
VIN#:
Project Number: 06002365 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: EXTERIOR REMODEL FOR FRONT OF HOUSE,
CHANGE ROOF LINE
Date: 7/7/2006 Page 1 of 2
Contact: GROH, KEN C
Address: 1416 S DAVID ST
C - S - Z: SPOKANE, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 535-3327
Group Name:
Site Information: Project Name:
Plat Key: 002721 Name: VALLEY VIEW HILLS 02ND ADD District: E
Parcel Number: 35243.0618 Block:
SiteAddress: 1416 S DAVID ST
Location:: CSV
Zoning: UR-3.5
Water District:
Urban Residential 3.5
Lot:
Owner: Name: GROH, KEN C
Address: 1416 S DAVID ST
SPOKANE, WA 99212
Hold: D
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60
Nbr of B1dgs- 1 Nbr of Dwellings: 1
Review Information
Review
Building Plan Review
Released By:
Originally Released: 6/20/2006 By: TMELBOU
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 7/6/2006 By: Cdesimas
Operator: AMB Printed By: AMB Print Date: 7/7/2006
Project Number: 06002365 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Date: 7/7/2006 Page 2 of 2
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
DECK OPEN R-3 VB owner 0 $8,100.00 0 $8,100.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes:
Totals: 0 $8,100.00 0 $8,100.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$167.25
$4.50
$66.90
$238.65
BETTMAN'S ADDITION - LOTS 7 THROUGH 18 OF BLOCK 8; AND LOTS 9, 10, 15 AND 16
OF BLOCK 5 HAVE BEEN PULLED OUT OF THE FLOOD PLAIN. SEE PLAT FILE.
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owino
$238.65 $238.65 $0.00 $238.65
$238.65 $238.65 $0.00 $238.65
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: AMB Printed By: AMB Print Date: 7/7/2006
07/06/2006 11:39 5094620435
ROSAUERS M AND R
•. .
PAGE 03/04
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JUL 06 2006 11:46
5094620435
PAGE.03
Project Number: 06002365 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: EXTERIOR REMODEL FOR FRONT OF HOUSE,
CHANGE ROOF LINE
Date: 6/16/2006 Page 1 of 2
Contact: GROH, KEN C
Address: 1416 S DAVID ST
C - S - Z: SPOKANE, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 535-3327
Group Name:
Site Information: Project Name:
Plat Key: 002721 Name: VALLEY VIEW HILLS 02ND ADD
District:
Parcel Number: 35243.0618
Block: Lot:
SiteAddress: 1416 S DAVID ST Owner: Name: GROH, KEN C
Address: 1416 S DAVID ST
Location:: CSV SPOKANE, WA 99212
Zoning: UR-3.5 Urban Residential 3.5
Water District:
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Hold: ❑
Review
Building Plan Review
Released By: —VA-
Landuse/Zoning/HE Conditions
Permits:
Released By: ` 7/ Cam/
!% /d/ u ,4c* �/c /d7_rc fs? ,
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 6/16/2006
PAGE 04/04
CY
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07/06/2006 11:39
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SOUTH ELEV
ve' = *co'
" EAST ELEV
GR❑H HOUSE
ENTRY REMODEL 1
4/ 1 B/06
w
co
Q
a
V
0)
m
BLOCK OUT STONE
WHERE RAILING
ATTACHES. ATTACH
RAIL TO STRUCTURE
1'-8u
Iv
f
3
L
1
1
MOUNT WD. RAILING
POSTS TO CONCRETE
USING STAND—OFF
ANCHORS TO PREVENT
1--
CONTACT BETWEEN WOOD
AND CONC.
AREA OF EXTENDED EXTERIOR
2X6 BEARING WALL. APPLY
SIDING TO MATCH EXISTING
1'-8"
,__L: s7^— STONE PIER APPLIED
TO EXISTING WALL
SHEATHING
1'-8"
r
I—
2
T
-II= I=JI-IL=JL=JI=JI=II=II= I=II II=II JI JI=II=I = IJI-
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EXIST. INTERIOR GYP, BD.
EXISTING FRAMED WALL
r EXISTING SHEATHING
EXISTING SIDING
APPLIED CAST STONE
1-PIER DETAIL
1 /Z" = 1'-0"
CONCRETE PORCH
EXIST. GYP. BD.
EXITST]NG FRAMED
AND INSULATED WALL
EXIST. SHEATHING
CENTER RAILING ON
STONE PIERS
<o
APPLIED CAST STONE
2-CORNER PIER
ICE==TAiI L
ELEVATION @
EXISTING WALL
1 /4" = 1'-0"
GROH HOUSE
ENTRY REMODEL
4/1 6/06
exlsT STAINED GLASS
WINDOW TO REMAIN
.••••••...........••••somennommnit••ILlir••••1..:..............L�............................ ..• •• ..•
.............................�..........................f.......f.... .. ......�. .
IRM
.........................:::. :• ��� . .,RminnmAnnnimAnnwAsnmaga
:
WD POST
GLB.5Cl. 0R CAP pit
8x3 W0. POST
EMT. FRONT DOORS
(STONE PIER BEYOND
•••••••••••WIR.::A
C•..•.........•0=11
•\..v\.•.p\.O.
RE -ROOF ENTIRE FRONT
SLOPE
NEW ROOF STRUCTURE
SEAL DR CAP OUT ENOS
OF GLB
8 B WOOD POST
STONE PIER BEYOND
STONE PIER
ST NE VENEER AT EXIST.
WALL BEYOND
BOTTOM OF GLB BEYOND
NEW ROOFING TO MATCH
EXISTING
NEW FASCIA TO MATCH
EXISTING
GLB
W000 POST
WOOD RAILING
STONE PIER
CONC. SIDEWALK
_
:..uuuI U •••
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trir 9C
I1
\"
mppn nu
'II111111.1....1
"
I L _S?:
SOUTH ELEV
t'-o°
EAST ELEV
GROH HOUSE
ENTRY REMODEL
4/ 1 B/06
NOTES:
GLBs WILL NEED TO BE TRIMMED TO
LENGTH TO FIT EXACTLY. LENGTHS
SHOWN ARE SLIGHTLY LONG TO
ENSURE SUFFICIENT LENGTH
DIMENSIONAL LUMBER ROOF FRAMING
IS TO BE 2X6 OR SIZED TO MATCH
DEPTH OF EXISTING ROOF FRAMING.
8X8 TIMBER POST
BELOW GLB
6X6 TIMBER POST
ABOVE GLB
6X6 TIMBER POST
ABOVE GLB
2X6 RIM BOARD
RIM BOARD
`74-6
LB 3.5"x10.5"x10'-0
GLB 3.5"x10.5'
x10'-0"
ATTACH NEW GLB TO EXIST WALL -
WITH SIMPSON LEG3PC.
Fy /// ADD BLOCKING TO EXIST. WALL TO
'I) SUPPORT BEAM HANGER
2X6 ROOF JOISTS.
@16"O.C,,ORAS
NECESSARY TO "GLB 3.5"x10.5' x8'-0"
MATCH EXISTING
ROOF STRUCTURE
DEPTH N
X �P
8X8 TIMBER POST
BELOW GLB
6X6 TIMBER POST i�
ABOVE GLB
0 6
0
00
r�
x
N
8X8 TIMBER POST
BELOW GLB 2X6 RIM BOARD
ATTACH GLB TO NEW BEARING WALL
EXTENSION.
2X/0
RIDGE RAFTER
HATCHED AREA INDICATED —AREA -OF
NEW ROOF THAT IS BUILT OVER
EXISTING ROOF FRAMING TO REMAIN.
REMOVE EXISTING ROOFING AND
SHEATHING TO ALLOW ATTACHMENT
OF NEW CONSTRUCTION.
SHADED AREA INDICATES
EXTENSION OF EXISTING 2X6
EXTERIOR BEARING WALL UP TO
SUPPORT NEW RIDGE BEAM AND
NEW ROOF STRUCTURE
ATTACH NEW GLB TO EXIST WALL
WITH SIMPSON LEG3PC.
ADD BLOCKING TO EXIST. WALL TO
SUPPORT BEAM HANGER
—2X6 ROOF JOISTS @ 16" O.C., OR AS
NECESSARY TO MATCH EXISTING ROOF
STRUCTURE DEPTH
ROOF FRAMING
PLAN
1/4 = 1o"
GR❑H HOUSE
ENTRY REMODEL
4/ 1 8/0 6
BIRDSMOUTH
RAFTERS TO FIT
OVER GLB CONNECT
RAFTER TO GLB BY
TOENAIL OR
SIMPSON H5
MATCH EXIST.
FASCIAIEAVE
CONDITION
GLB6.5"X16.5"
CONNECT GLB TO
COLUMN WITH
SIMPSON SIMPSON
HL46PC
8x8 TIMBER POST
SIMPSON CPS7,
HIDDEN STANDOFF
BASE
2'-0"
CAST STONE SILL
CAST STONE
VENEER
CONC. PIER
COMPACTED
SUBGRADE UNDER
ALL FOOTINGS
1'-4"
1"
N
r
/
7
7
/
4
•
41•
a '/•
� e
1
-1'1"-- 1'
11-8"
74
/
RE -ROOF ENTIRE FRONT
SLOPE OF ROOF, EXISTING
SHEATHING TO REMAIN
ATTAC W UCTURE
TO NG ROOF
STRUCTURE
MATCH EXISTING SOFFIT. REMOVE
EXISTING SOFFIT AND REPLACE
WITH NEW TO ACHIEVE SEAMLESS
APPEARANCE
RAF I€IRS MwS-r
t EAR oN XTtkt ag.
WALL oA E.NG In1 E t.'�1G•
-- LEt Eg. MAI 66_ useb
i
REMOVE EXIST. ROOF
SHTG. AND LAP NEW
SHTG OVER EXIST
JOISTS 12" MIN.
TUCK STONE SILL JUST
UNDER EXISTING WINDOW
SILL, SEAL
61-011
Y
V-0"
I I III III —I 1 1-1 11
-III-111-
1=1I1-
11I11,111-
REMOVE EXISTING SIDING AND
APPLY CAST STONE VENEER TO
EXISTING WALL SHEATHING PER
MANUFACTURER'S
RECOMMENDATIONS.
WALL SECTION
EAVE
1/z„ =
GROH HOUSE
ENTRY REMODEL
4/1 8/06
ROOFING TO MATCH EXISTING
1/2" PLYWOOD SHEATHING
2x6 FRAMING
SOFFIT TO MATCH EXISTING
MTL. DRIP EDGE OR
TO MATCH EXISTING
RIDGE GLB
BEARING WALL EXTENSION
SIDING TO MATCH EXISTING
WD. FRAMING, DEPTH TO MATCH EXISTING
R-I8 BLAKET INSUL.
SOFFIT MATERIAL TO
MATCH EXISTING SOFFIT
GLB BEYOND
5x5 TIMBER POST,
SIZED TO FULLY
REST ON GLB
WITHOUT OVERHANG
GLB
CHAMFER TOP OF 8x8
POST AT A 45 DEG.
ANGLE AT
SIDES OF BEAM
8x8 TIMBER POST
ANCHOR RAILING TO WO. POST
4" CONC. SLAB PORCH
45 DEG.
SIMPSON LEGSPC BEAM HANGER
SIMPSON LEGSPC BEAM HANGER
CAST STONE PIER
BEYOND
11
x
L
0.
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I-1 I E11 I-111E-11 I-111E-111=111=11 I-111E-11 I-11 I-1
-1I I=1I I=1 I1= I=1 11=III=11=III=III=111E111=11=11
111E111E111E111E111-111E111-111E-111-111E111E111=111
I1111111111111111 111111j1111 11- -III 11111111j1' 1----I 111111111111111111111111 1 111
EXISTING SUBGRADE
COMPACTED FILL
1'-0" WATERPROOF OR PROTECT EXIST. —
EXTERIOR WALL AS NECESSARY
TO PREVENT WATER INFILTRATION
INTO HOUSE
GABLE SECTION
1/2" = 1'-0"
GROH HOUSE
ENTRY REMODEL
4/1 8/06
At*,aitarrAiO3TJA 1234131)4i 4131f#
?,3M zJ 7,1 ?? 3sbi�? A cfir?ir !U`v3fi
ca*.. PA RAP.
;731PVC S aS J itai'o : ail' 7 tJJ O jyv ,2Jili1 �3.
ty3y�Ki• 1131tiliZA 2AG.Tt+;x10192.;016
RAILING
CONC. 1,.
SIDEWALK
V
• a.
EDGE OF
ROOF ABOVE
L__
EXIST. SIDEWALK TO
REMAIN
CJ
•CJ •
7'-
4•
ALIGN
FACE OF
CONC WITH
FACE OF
EXISTINJ.G
WALL
SHEATHING
GENERAL NOTES;
1, WHEREVER NEW
CONSTRUCTION ADJOINS
EXISTING, MATCH
EXISTING COLORS AND
FINISHES AS CLOSLEY AS
POSSIBLE.
2. RAILING DESIGN IS
NOT INCLUDED IN THIS
PACKAGE.
3. WHEREVER STONE
VENEER IS TO BE
ATTACHED TO EXISTING
FRAMING, VERIFY
STRENGTH AND INTEGRITY
OF FRAMING.
4. STONE TO BE
MOUTNED TO SUBSTRATES
AS APPROVED BY STONE
MFR.
5. DESIGN OF GLU-LAM
BEAMS AND WD. POSTS IS
BASED ON ARCHITECTURAL
APPEARANCE, AND NOT
STRUCTURAL
CALCULATIONS. VERIFY
ADEQUACY OF
STRUCTURAL MEMBERS
WITH SUPPLIER.
7. CONCRETE
FOUNDATIONS ARE
DESIGNED TO BE BELOW
FROST DEPTH. SIZES OF
FOOTINGS MAY VARY
DEPENDING ON SOIL
CONDITIONS
FLOOR PLAN
GROH HOUSE
ENTRY REMODEL
4/1 8/0 6
WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS
REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDEO OR CREATED IN EXISTING
DWIELLINGS. THE DWELLING UNIT SHALL BE PROVIDED
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
DWELLINGS.
INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER THE ACTIVATIONONE
ALARM W LLT ACTIVATE ALL AOLARMS.
(BEDROOMS, ARE -AS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24' & ON EACH FLOOR)
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
IN'>PECTIONS
CITY CopY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED POKANE AD L B I COMPLIANCE
DIVISION
E
S
Rya ---- R6OF L//JE
igM: /b/cf-Sl4�l�i4�
EXISTING
HOUSE
REFE
NOR
/
/ EXISTING
DRIVEWAY
PROPOSED A�l TlO
KEN GROH RE ��
RE t�. 4CE
SCALE: 1
/