2006, 06-16 Permit App: 06002257 GarageProject Number: 06002257 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/16/2006 Page 1 of 2
Project Information:
Permit Use: 2 LEVEL GARAGE, 24 x 29 ATTACHED TO Contact: SCHIERMAN, SCOTT E & KATHRYN A
EXISTING GARAGE Address: 13014 E MAXWELL AVE
C - S - Z: SPOKANE, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 535-3040
Group Name:
Site Information: Project Name:
Plat Key: Name: Range
District: Nort
Parcel Number: 45152.0202 Block:
SiteAddress: 13014 E MAXWELL AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 12,040 Sq Ft
Nbr of Bldgs: 0
Review Information:
Urban Residential 3.5
Width: 0
Nbr of Dwellings: 0
Lot:
Owner: Name: SCHIERMAN, SCOTT E & KATHR
Address: 13014 E MAXWELL AVE
SPOKANE, WA 99216
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 6/15/2006 By: TMELBOU
Released By: - - - ---
Originally Released: 6/16/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Originally Released: 6/13/2006 By: Mharnois
Released By: -
PER UTILITIES, ON SEWER
Originally Released: 6/16/2006 By: amblake
Operator: AMB Printed By: AMB
Print Date: 6/16/2006
Project Number: 06002257 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/16/2006 Page 2 of 2
Permits -
Building Permit
Contractor: OWNER Firm: OWNER
Phone (000) 000-0000
This Application: Total Project:
Description Grp Ilya Notes Sq Ft Valuation Sq Ft Valuation
2ND FLOOR R-3 VB OWNER 0 $10,000.00 0 $10,000.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 0 $10,000.00 0 $10,000.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$181.25
$45.31
$4.50
Permit Total Fees: $231.06
Notes: ,
Paytnent Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $231.06 $231.06 $0.00 $23L06
$231.06 $231.06
$0.00 $231.06
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: 6/16/2006
Project Number:
06002257 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/9/2006 Page 1 of 2
Project Information:
Permit Use: 2 LEVEL GARAGE, 24 x 29 ATTACHED TO Contact: SCHIERMAN, SCOTT E & KATHRYN A
EXISTING GARAGE Address: 13014 E MAXWELL AVE
C - S - Z: SPOKANE, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 535-3040
Group Name:
Site Information: Project Name:
r
Plat Key: Name: Range
District: Nort
Parcel Number: 45152.0202
Block: Lot:
SiteAddress: 13014 E MAXWELL AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 12,040 Sq Ft
Nbr of Bldgs: 0
Review Information:
Urban Residential 3.5
Width: 0
Nbr of Dwellings: 0
Owner: Name: SCHIERMAN, SCOTT E & KATHR
Address: 13014 E MAXWELL AVE
SPOKANE, WA 99216
Hold: ClECEIVED
Depth: 0 Right Of Way (ft): 0
JUN 0 9 2006
SP tee is W,i LFY
Review
Building Plan Review
COMMUNITY DEVELOPMENT
Released By: Tit,( - (o /clog.
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions
Released By;L,4 - wia/dlp
Sewer Review
Permits:
Released -By: - -
Contractor: OWNER
Operator: AMB Printed By: AMB
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Print Date: 6/9/2006
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Spokane
4 l.- ley
Community Development
Permit Center
11707 E Sprague Ave, Suite 1 6
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)6
.vww.spokaneval.ley.ore.co _
Residential Construction
Permit Application
37
J�`! O9 2006
PERMIT NUMBER: 1
ERMIT FEE:
o New Construction) o Accessory Bldg
if-Addition/Remodel o Deck
o Other:
SITE ADDRESS
jo i `! MW/t „ka /2"
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building owner
DI � NSIONS: t
�{ !s L
Name: 5A41L
�
Ai �=-�
-f rp .e , j
2`J" FLOOR SQ. FTG:
6 9 or--
Name:. C 0 fii.r.:::
Address: /J0 i / !-
4 c L.
Lt
y.5co
City: ,4(6
Zip: 49 Li c
City Business Lic No:
.5(,„,(.4„,,
Phone:50i 3 z y j(,' Fax:
HEAT SO
R E:
A
LA1srtc — 53S 30 0
Contact Person
Name:
Si94/N E
Phone:
Describe the scope of work in detail:
Contractor
DI � NSIONS: t
�{ !s L
Name: 5A41L
�
Ai �=-�
Address:
2`J" FLOOR SQ. FTG:
6 9 or--
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
UCTION TYPE:
Cost of Project:
$ /01cJo
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT s P jAK�
6
DI � NSIONS: t
�{ !s L
# OF STORIES: —
Z
TOTAL HABITABLE SPACE:
HIR
MAIN FLO6OR TO SQ.
FTG:
2`J" FLOOR SQ. FTG:
6 9 or--
UNFIN BASEMENT SQ. FTG:
d/i9
IMPERVIOU SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: //
GARAG SQ. TG:
a �—
DECK/COV. P TIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BED OM•CONST
��
UCTION TYPE:
HEAT SO
R E:
A
SEWER O EPTIC?
I/s.4
DISCLAIME
The permitee verifies, acknowledges and agrees by their signature that: 1) If his 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 - ter. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or o in .nces. 6) Plan r additional information may be required to be submitted, and subsequently approved before
this application can e • ocessed.
Signature
Method of P
❑ Cash
Bankcard #:
Date
yment: (Faxed permit applications will only be accepted with major bankcard)
❑ Check ❑ Mastercard ❑ VISA
Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
❑ Other
Spokane
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 '
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
Residential Plan Submittal Minimums
O Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
O Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
O Show the height of any proposed buildings or accessory structures. •
O Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
O All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
O 22" X 30" attic access location
❑'` 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ ' Roof framing plan and details'
❑ Furnace and hot water heater location.
❑ - All header locations: type, size, and connections
❑ Foundation plan
O Insulation information
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area'0:
% of floor
Glazing U -Factor
Doorg
U-
Factor
Ceiling2
Vaulted
Ceiling
Wall -.2
Above
Grade
Wall?
int
Below
Grade
Wall?
ext
Below
Grade
Floors
Slabe
on
Grade
Vertical
Overhead „
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
int7
R-21
R-12
R-30
R-10
II.
15%
0.40
0.58
0.2D
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-58
III.
17%
0.37
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-58
IV.
25%
0.35
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
V.
Unlimited
Group R-3
0.35
0.58
0.20
R-38
R-30
R-21
int'
R-21
R-12
R-30
R-10
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-381
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int7 /
U=0.029
F=0.54
Occupancy
U=0.054
Only
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing
option (or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
WSEC Builder's Field Guide 5th Edition
COOPERATIVE EXTENSION
WASHINGTON STATE UNIVERSITY
IIENERGY PROGRAM
1-7
• )
Oa)
1
10 Pcikel640
(O. 3(1
•
U ' ( Afr
.11011-rii "NO
r
(AMM C &ilk
L-CDotox-k-,,S
ARTIST RENDERING (NOT ACTUAL)
ALL WINDOWS ARE TO BE FLASHED AT TOP, BOTTOM, AND SIDES
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111111 111n111111 iIilliui n1MIMI�i OINI MMIIInM111iniiii11inn°i mn im
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uina.iilrrrrlr mm�ru� i.uIrn VI IIU. uujmiswrnuInru�lIIlrrluluMINI$
EXISTING
GRADE
FRONT ELEVATION
SCALE 1/4"=1'-0"
6/12 PITCH
COMPOSITION ROOFING
ROOF VENTILATION
1 SO' OF VENT PER EVERY
150 SQ' OF ATTIC AREA
ASPHALT SHINGLES SHALL BE FASTENED ACCORDING TO
MANUFACTURERES INSTRUCTIONS TO SOLIDLY SHEATHED
ROOFS, BUT NOT LESS THAN 4 NAILS PER EACH 36" TO
40" STRIP SHINGLES AND 2 NAILS PER EACH INDIVIDUAL
SHINGLES 9" TO 18" WIDE SHALL BE USED.
SEE TRUSS DATA SHEET
ENGINEERED ROOF TRUSSES AT 24" 0.0,
ATTACH TO TOP PIATE W/ SIMPSON H1
HURRICANE ANCHORS. BRACING PER
TRUSS DATA SHEETS & B W T-76
WITH W BRACING AT BOTH GABLE ENDS
ALSO WEB BRACING WHERE NEEDED
TOP PLATE REQUIREMENTS
MIN. 4' LAP SPLICE W/11 - 16d
NAILS OR SIMPSON ST6215 STRAP
ROOF LOADS:
D.L. = 15#/SF
S.L. = 40#/SF
FLOOR LOADS:
D.L. = 12#/
L.L. = 40/SF
DECK LOADS:
D.L. = 7#/SF
L.L. = 40#/SF
WIND = 90 MPH EXP "B" (3 SEC GUST)
SEISMIC DESIGN CATEGORY C
BUILDING PLANS SHALL COMPLY TO THE 2003 INTERNATIONAL RESIDENTIAL CODE,
(ENGINEERED TRUSS PLANS WILL BE ON SITE DURING FRAMING INSPECTION
APPROVED SET OF BUILDING PLANS WILL BE ON SITE DURING CONSTRUCTION
ADDRESS WILL BE POSTED ON SITE DURING CONSTRUCTION
ENGINEERED ROOF TRUSSES *24" 0.C.
SEE VENDER SHEET FOR DEAILS "ATTACHED"
r
r
v
ATCH EXISTING PITCH
Rko GC;
1
L
L
MATCH EXISTING PITCH
Sbv ld nq C.nJE
J
EXISTING
O9OS
424c7f L',n7E
3 ADDITIO\ TOCP DLANI
ROOF PLAN
SCALE 1 /4"=1 '-0"
FLIGHT'ELEVATION
SCALE 1/4"=1'-0"
EXISTING
BUILDING CONTRACTOR / NOME OWNER
TO RENEW MD VERIFY ALL
DIMENSIONS, SPECS, AND CONNECTORS
BEFORE CONSTRUCTION BEGINS
DESIGNER/DRAFTER
01111'IIO IYR HOMi$
CONTRACTOR:
RESIDENCE:
MUST HAVE COPY F DRAWINGS
ON JOB SIZE
DATE: 5-31-06
DRAWN BY H.J.H.
PLAN #sr,l.j,rmanad
1
R
BUILDING CONTRACTOR / NOME OWNER
TO RENEW MD VERIFY ALL
DIMENSIONS, SPECS, AND CONNECTORS
BEFORE CONSTRUCTION BEGINS
DESIGNER/DRAFTER
01111'IIO IYR HOMi$
CONTRACTOR:
RESIDENCE:
MUST HAVE COPY F DRAWINGS
ON JOB SIZE
DATE: 5-31-06
DRAWN BY H.J.H.
PLAN #sr,l.j,rmanad
PLAN #schiermanadc
ALTERNATE BRACED WALL PANELS
1. EACH PANEL SHALL BE A MN 2'-B" IN
LENGTH WITH A MAX. HEIGHT OF 10'
2. EACH PANEL SHEATHED ON ONE FACE WITH
MIN 3/8' PLYWOOD WITH ALL EDGES BLOCKED
3. ATTACH PLYWOOD WITH Ad COMMON OR
GALVANIZED NAILS IN ACCORDANCE WITH I.R.C.
4. EACH PANEL SHALL BE ATTAOHED TO THE
FOUNDATION WITH A MIN OF 2 ANCHOR BOLTS
INSTALLED PER I.R.C. AND PLACED
AT PANEL QUARTER POINTS
5. EACH PANEL END SHALL HAVE A TIE -DOWN
DEVICE APPROVED FOR A MIN 1800 LBS
UPLIFT
6. FOUNDATION CONTINUOUS ACROSS ENTIRE
LENGTH OF BRACED WALL UNE AND REINFORCED
WITH NOT LESS THAN (1) NO. 4 BAR TOP AND
BOTTOM
7. EACH PANEL SHALL BE 12" FROM CORNERS & MAX 25' 0.C.
-IN THE FIRST STORY OF A TWO -.STORY BUILDING, EACH
PANEL SHALL BE CONSTRUCTED AS FOR ONE-STORY
BUILDINGS WITH THE FOLLOWING EXCEPTIONS:
1. EACH PANEL SHALL BESHEATHEDON EACH
SIDE
2. THREE ANCHOR BOLTS PER PANEL PLACED
AT ONE-FIFTH POINTS
3. 11E -DOWN DEVICE UPLIFT CAPACITY SHALL
9E 3000 LBS
BRACED PANEL
APPROVED HOLDOWNS FOR
MIN. 1800 lbs. UPLIFT CAP,
(EX. PAHD42- 2 PLACES)
8" END DISTANCE
2305 ALLOWABLE
TENSION LOADS
BOTTOM PLATE
RIM JOIST
TREATED PLATE
MIN. (2) #4 CONT.
11'I'I �`
PANEL HEIGHT
(2) ANCHOR BOLTS MIN,
8" STEM WALL
4 1/2
END DISTANCE
/4 ind Taft fr
8 O T'•I'o n -i o F
p
(AA/ 34-Tir (Al 4 -L -L-
ALTOthlivre &wit °AT&L
8' S.P. R602.10.3(5)
1/2" GWB FASTENED WITH #6X1-1/4
TYPE S OR W SCREWS PER ASTM
C1002 (GRABBER 6X 1-1/4"
BUGLEHEAD, COARSE OR EQUAL)
AT 7" 0.C. AT ALL SUPPORTS
NAILING PATTERN FOR 4'
OR GREATER RETURNS
R602.10.3 BRACED WALL PANEL
CONSTRUCTION METHODS
METHOD 3
WOOD STRUCTURAL PANEL SHEATHING WITH
A THICKNESS NOT LESS THAN 5/16" FOR
16" STUD SPACING NAILING —
0.097-0.099 NAIL 1-1/2" 6" EDGES, 12" FIELD
STAPLE 15 GA 1-3/8" 6" EDGES, 12" FIELD
STAPLE 16 GA 1-3/4" 6" EDGES, 12" FIELD
4' SHEAR WALL
74—X—X—X—/ 4' SHEAR WALL (TYPICAL)
1\2' CDX WALL SHEETING, 8d @6' PERIMETER
AND PANEL 12' D.C. IN FIELD
W/APPROVED SIMPSON HOLD DOWN BRACKET
PAHD42 W/ ae) 16c4 (2) PLACES (6,5' EMBED. DEPTH) 6' or 8' wall
OR HPAHD22 W/ (16) 16d (2) PLACES (1.0' EMBED. DEPTH) 6' WALL
HPAHD22 W/ (23) 16.9 (2) PLACES (10' EMBED, DEPTH) 8' WALL
ALTERNATE BRACE
%il/'r PAFID42
RETURNS GREATER THAN 2'8"
LESS THAN 4' (ALTERNATE )
(SEE DETAIL ABOVE)
RETURNS LESS THAN 2'8"
W/APPROVED SIMPSON HOLD DOWN
SEE ENGINEERED NARROW RIGID FRAME
HEATING & ELECTRICAL SYSTEMS
WILL BE ENGINEERED & .DESIGNED
BY THE HEATING .& ELECTRICAL
CONTRACTOR
ALL BEARING WALL. HEADER SIZES
EXTERIOR (2)2X10'S W/2X6 UNDER
INTERIOR (2)2X10'5 W/2X4 UNDER
UNLESS OTHERWISE NOTED
FIRE STOP ALL SOFFITS AND
EACH FLOOR/CEILING LINE PER I.R.C.
NOTE AND CHECK MECH. CHASE
PROVIDE MIN. REQUIRED COMBUSTION
AIR AT LOCATIONS OF FUEL BURNING
EQUIPMENT PER I.R.C,
VENT ALL FANS DIRECTLY TO THE
OUTSIDE --TERMINATION SHALL
BE A MIN. 3' FROM ANY OPENING
INTO THE BUILDING
VENT MATERIALS SHALL BE METAL OR
PVC AND SHALL BE EQUIPPED WITH
BACK DRAFT DAMPERS.
DRYER VENT SHALL NOT EXCEED A
TOTAL OF 14' VERT. AND HORZ.
WITHI TWO 90 ELBOWS. FLEX
CONNECTOR SHALL NOT EXCEED 6'
DECKS
DECK SIZE VARIES STAIRS OPTIONAL
36 X36" MIN. LANDING AT BOTTOM OF
STAIRS. GRASPABLE HANDRAIL PER I.R.C.
MAX SPACE BETWEEN PICKETS
PICKETS TO BE LESS THAN 4" 0.C.
34"-38" HEIGHT OF RAIL CONFORM TO
GFI OUTLETS LOCATED 6' FROM ANY
WATER SOURCE ALSO NEEDED IN
GARAGE AREAS AND ON ANY EXTERIOR
WALL W/WEATHER PROOF FACE PLATE
DRYER, RANGE, BATH FANS, GAS WATER
TANKS TO BE VENTED DIRECTLY OUTSIDE
SMOKE DETECTORS TO BE INSTALLED
IN EACH BEDROOM, HALLWAY, AND NEAR
ANY STAIRWAY AND MUST HAVE 110V
BATTERY BACKUP -REQUIRED PER I.R.C.
(WIRED IN SEQUENCE)
GARAGE DOOR INTO HOUSE -MIN 1 HR
DOOR WITH SELF -CLOSER
5/8" DRYWALL TYPE "X" ON COMMON
WALL & CEILING FROM AND GARAGE/
HOUSE TO ROOF SHEETING. ALSO 5/8"
UNDER ANY STAIRWAY
BEDROOM WINDOWS MUST MEET EGRESS
5,7 SQ' MIN. WITH IN OPENING WIDTH
OF 20" AND HEIGHT OF 24" IN
CRAWL SPACE ACCESS MIN. 18"X24"
MAINTAIN MIN. 18" CLEARANCE UNDER
FLOOR AREA W 6 MIL VAPOR BARRIER
GROUND COVER. CRAWL SPACE
VENTILATION REQUIRED -MIN 1' SQ.
OF VENT FOR EVERY 150' SQ. OF
CRAWL SPACE AREA
ATTIC SPACE ACCESS MIN. 22"X30"
VENTILATION REQUIRED
IM 1 Crt' nr vein PFR al/FRY
7'-6"
I MIN. 3'X3'
4r_3s LANDING
I
�gRA�IOOM(JTERFINN R2gT 404ci!ETR
I E� a NMA IAL ASSEMBLY
FURNANCE & WATER HEATER
INSTALLED PER MANUFACTURES SPECS
GAS APPLIANCES:
LOCATED IN THE GARAGE SHALL BE
ELEVATED AT LEAST 18" ABOVE THE
GARAGE FLOOR LEVEL. THE APPLIANCE
SHALL BE PROTECTED FROM
VEHICLE DAMAGE
ALL SAFETY GLAZING WITHIN 24" OF A DOOR,
60" OF A TUB OR SHOWER BASE,
60" OF A STAIR OR LANDING, OR GREATER THAN 9 SQ'
ANTI w1TI-11M 1 R" rip A WAI Kinn RI II:1nm-
:OO:OO: O,OOOA:O:
2
EXISTING GARAGE
\ (N ()) Z�l.
FpA_ 3' w a db€
pu *fa "Ct40 4
Cs es.0 KsRferse/iLtn µA4'
i, 4 M mi R 6v4 T
8B
1
0
z
LLJ
(.1) z
OE
o
z
cu
LJ
34' TO 3a" HIGH
HANDRAIL
REMOVE EXISTING DOORS
5/8" DRYWALL TYPE "X"
ON ALL WALLS & CEILING
OF GARAGE AREA
�\ -- 9'X80.H.
ECEDX0A9:
5'-6"
T I\ 9'21.1' 0.H. 7
/ 1 I \\ /
/ FTwFEN /
\ r - TION liND O,PFNIh1r'C,A.
\ _ '.,
E1A!H' '}CND P TVA P,' .A /
N 1)MATEINALSAPPROVED FO 'L. I iIiIl- :y;1 //
\ CDNSJRUCTIONONTHE IARAI;I S1D11 `
\ ❑ NB" TYPE "X"GYP MVO iliARn ARI L SPACE AiIUVEIA//
1311/2" GYP BOARD (RESIDE NOE, Ai TII FLOM.•'I it INI;I \ x
/ 21 OPENINGS BETWEEN GARAGE AND RE;LDFNrI ;'AL 0I / \
/ EDDIPRED WITH SOLID W 00 DOOR, SONO 001IIr.i v1'OMI •tE
/ STEEL DSQRS NOT LESS THAN 13/13". Oil 20 MINU1 E I Ui2>t. \ 1 \
/ DOORS. \ / \
/
I I /
/ \ I I / \
5 1/8")(12" GLB HEADER - \ �I I / • 5 1/B"X12" GLB HEADER \
9, 1-c)a2c�6,b -.76Nocl9
'I
29'
I
_Li
n—
J
J
D HODOS
SCALE 1/4"=1'-0"
D A»ITIO\
STA\ DAP
Exterior
4' SHEAR PANEL
ALTERNATE BRACE
1ST STO=RY
D EXTEPIOR 0P I\TE
PACED WALL
EL IAC P602.10.3
3
-DA\
Typical Method 3 of IRC (for other approved
methods see R602.10.3)
Minimum 4' panel width
Maximum Bb' height
(See Table R602.10.5 below for additional
allowaces)
5/18" APA rated sheathing 16" o.o. Framing;
or 3/8" APA rated sheathing 24" o.c. framing.
Secure with 8d common nails
6" o,c. at edges, 12" o.c. in the field, & 6" o.c
at gable end walls.
Align vertical Joints over. studs.
1 1/2" blocking at horizontal Joints.
Extend sheathing to foundatin sill plate.
Exterior braced wall Tinea shall hove a braced
wall panel located at eooh end of the wall line
and spaced no greater that 25', and, no lase
than the amount of bracing as required in Table
602.10.1. Exception: When a braced wall
panel begins no more that 12'6" from the end
of the braced wall line and Is provided with a
designed collector,
ra-
t•
PIO
Interior
Typical Method 5 R802. 10.3
Minimum 4'0" panel width when 1/2" gypsum
board Installed on 2 sides of the braced wall
panel.
Minimum 8'0" panel width when 1/2" gypsum
board le .placed on one face of the braced wall
panel.
Secure with 6d drywall nolle 7" o.c.
AlIghn vertical Joints over studs
1 1/2" blocking at horizontal joints.
Support interior braced woll panels as specified
in IRC R602,10.9
Interior braced wall lines shall he fastened to
floor and roof framing In accordance to Table
R602.3.1 (1) and to required foundations In
accordance with Section R602.I.1.1 (see
foundation details). In addition floor (dots parallel
to the top plate shall be tae -nailed to the top
plate with at laoet 8d nolle spaced a maximum of
6" o.c. Top plate laps shall be faced -nailed with at
least (8) 1 6d nails an each side of the splice.
There must be parallel framing members or q
designed collector directly above and In line with
the braced wall line below. Parallel framing
members below must be doubled. Perpendicular
framing members below mut be blocked In
directly In line with the braced wall tine,
IRC Table R602.10.5
Length Requirements For Braced Wall Pane a in a Continuously Sheathed Woll
Length of Braced Wall Panel (inches)
Max. Opening Height Next to the
Braced Wall Pane
(2 of wall height)
8 -foot wall
9 -foot wall
10 -foot wall
48
54
60
100%
32
36
40
85%
24
27
30
65%
Llneorp Intarpolotion shall be permitted. Full -height sheathed wall segments to either aide of garage opening that support light creme roof. covering dead ladder al 3 pet or
lees permitted to have 4:1 ration.
din. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
fin. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
4in. 16, 18 or 20 in. APA Portal Frame Bracing
'engineered Shear Wall Bracing
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEARWALL$.'
PPROVI Q�E JOINTSANN(W UNDER ALL WALLS
ARAL
PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION
UNDER ALL HIP AND GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
5-IEAR WALLS TO TRUSSES OR JOISTS ABOVE.
Blocking required at mid
height in .unfinished
bearing walls
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7 3/4 in. & nosing of '/4 in.
Min. 6 ft. 8 in. headroom Enclosed usable space under
stairways requires 1 hour fire protection of in. GWB
HANDRAILS: Height of 34 -38 inches when required by four or
more risers shall be continuous the full length of stairs with the
ends returned or rounded. LANDINGS: Required min. width of 36
in. or width of stairway and 36 in. travel distance
34" 70 38" HIGH
HANDRAIL
x
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Y
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5'X4' SL.
3-2" 10" F EADE
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lAA3trgJ�L.tc
S(IA C
Egress windows openable
5,7 sq. ft. - 44" sill,
5'X4' SL.
11'
EMERGENCY EGRESS REOUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING. 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET
2) NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 INCHES
4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOUR
5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOLIT
THE USE OF KEYS 0R TOOLS
SMOKE ALARMS SHALL BE INTERCON•
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24" & ON EACH FLOOR)
'-"""777-777
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=RODOS
SCALE 1/4"=1'-0"
D
A
DIT
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6' 6"
1 ' 24'
6'-6"
4'
2\D PLCO
)
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4
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BUILDING CONIRACTOR / HOME OWNER
TO' RENEW AND VERIFY ALL
DIMENSIONS, SPECS, AND CONNECTORS
BEFORE CCNSIRUCBONBEGINS
DESIGNER DRAFTER
DNIa Homo
CONTRACTOR:
RESIDENCE:
MUST HAVE COPY OF CRANKS
ON JOB SITE
DATE: 5-31-06
DRAWN BY H.J.H.
J
NARROW PORTAL ALTERNATE BRACED
WALL PANEL DETAILS
SINGLE STORY - 16" MIN.
DOUBLE STORY - 24" MIN.
SINGLE PORTAL FRAME
2-2X12 min,
MAX. 10'
16" TO 24"
• ,P
31tX 11.25" MIN. HEADER GLULAM
BUILT-UP, OR SOLID SAWN
•
•
•
6' TO 18'
OF 16D TSINKER NAIL AT 3" 0.OP PLATE HEADER C.THYP 0 ROWS
1000 LB HEADER STRAP OPPOSITE SHEATHING
FASTEN SHEATHING TO HEADER WITH BD COMMON
FNAILS IN 3" RAMING (STUDS PATTERN BLOCKIGAANDS HSILLS)N 1YO.C. IN ALL
P,
FOR FRAMES OVER 8' PANEL SPICE (IF NEEDED)
SHALL
BLOCOCCNGURRWITHIN .4" OF MID -HEIGHT.
2X__ FRAMING
3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL
4200 LB HOLD DON STRAP INSTAL
MANUFACTURES INSTRUCTION (MST60)ED PER
5/8" DIA. ANCHOR BOLT WITH 7" MIN.
EMBEDMENT & 2"X2°X3/16" PLATE WASHER
DOUBLE PORTAL FRAME
1000 LB STRAP
(SIDE OPPOSITE SHEATHING)
12"X1.2" INCH CONTINUOUS FOOTING REQUIRED
THIS IS THE ONLY PRESCRIPTIVE BRACED WALL DESIGN FOR USE WITH PANELS LESS THAN 2'-B" WHICH IS APPROVED BY THE ICC AND
KOOTENAI COUNTY BLiII DING AND PLANNING DEPARTMENT. THE SPECIFIC REQUIREMENTS MUST BE STRICTLY ADHERED TO INT THE FIELD
DOUBLE
2X__ POST
1000 LB HOLD
DOWN STRAP
TYPICAL
PORTAL FRAME
CONSTRUCTION
GRADE
24'
_IIID<IIIII
IF REQUIRED
USE APPROVED
SIMPSON STRONG -TIE
HOLD DOWN
TREATED PLATE
/1/2°x10 A,Bp'S @ 72' 0,0,
12' FROM EACH CORNER
4' CONC, SLAB OVER
4° P A GRAVEL BASE
111
L_
BEARING GROUND
(2)#(24' OVERLAP)nt,
#4'S VERT. @4B' (TYR)
(2)#24' OVERLAcont,
TI\E :F -TAIL
(TYPICAL GARAGE)
SCALE 1/22'=1'-0"
FOUNDATION NOTES:
THIS FOUNDATION IS DESIGNED FOR MINIMUM CLASS 4 SOIL ACCORDING TO I.R.C.
AND AN E.F,P. OF 35#/cf, IF ACTUAL CONDITIONS VARY FROM THIS,
INCLUDING GROUND WATER OR UNSTABLE CONDITIONS, A LICENSED SOILS ENGINEER
SHOULD BE CONSULTED AND THE FOUNDATION REDESIGNED BY THE STRUCTURAL
ENGINEER,
BEARING GROUND = MINUMUM OF 12" INTO UNDISTURBED NATURAL GROUND BELOW
TOPSOIL AND FILL AND ALSO TO BE BELOW FROST PENETRATION
ANY FILL UNDER FOUNDATIONS MUST BE ENGINEERED FILL APPROVED BY A LICENSED
SOILS ENGINEER
fc = 3000 psi (2500psi USED IN DESIGN - ENGINEER DOES NOT REQUIRED SPECIAL
INSPECTION)
GRADE 40 REBAR MINIMUM (UNLESS OTHERWISE NOTED)
TO MITIGATE FROST HEAVE OF -GRADE CONCRETE SUBJECT TO FREEZE -THAW
CONDITIONS, UNDERLYING FROST SUSCEPTIBLE SOIL SHOULD BE REPLACED TO
DEPTH OF FROST PENETRATION WITH NON -FROST -SUSCEPTIBLE SOIL COMPACTED TO
95%
CONTRACTOR TO COORDINATE AND VERIFY DIMENSIONS AND DETAILS, INCLUDING
VERIFICATION OF FILL HEIGHTS FOR RETAINING WALL SELECTION. IF OMISSIONS OR
DISCREPANCIES AND NOTED, CONTRACTOR TO CONTACT THE ENGINEER BEFORE BID
AND/OR CONSTRUCTION
ALL CONSTRUCTION PER 2003 EDITION OF INTERNATIONAL RESIDENTIAL CODE
MIN. DEPTH FOR FROST PROTECTION IN
SrarA -' - COUNTY IS 24"
MEASURED FROM GROUND SURFACE
TO BOTTOM OF THE FOOTING
ALL LOADS TO
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 '/: in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7'/4 in. below
threshold provided the door does not swing over the landing.
7'-6"
r
4'-3"
7E'
2`-11'
NI`
0
0
En
7'-6'
EXIST ING GARAGE
DRILL AND GLUE
#4 REBAR 012"0.C.
BLOCK OUT FOR 32" DOOR
DRILL AND GLUE
#4 REBAR 012"O.C.
DRILL AND GLLIE
- / #4 REBAR 012'O,C.
(--4�
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
GARAGE SLAB
4" CONC. SLAB
CONTINUE FOOTING
.4
CONTINUE FOOTING 1'-6"
2'-3
91-3"
J
J
I 29'
n
I
r—JJ
NRO°OSED ADDITION
E TRANSFERRED TO FOOTINGS
FO
J
\RATIO
\ °LA\
FOUNDATION PLAN
DRILL AND GLUE
#4 REBAR 012"O.C.
23'-6'
3O# felt for ice
dam protection
To -q-"
- KTd4o'4- wAu-
N1101.3.1- Attic insulation certification required as to
R- value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
CEILING: '''/" GWB if perpendicular to rafters or
trusses 24" o.c. and no water based texture used—
otherwise 5/8" GWB.
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
pprtion of roof area.
At Accessible
bvr'x30"
44" MAX
BEDROOMS
ONLY
- 1/2' G.W,B 1/8" GAP
2038INSULATIONBETWEEN SHEAT
20 YR, COMPOSITION ROOFIN�i Y
ROOF SHEATHING f1r14" `c>l-
INSULATION BAFFLE MAOVEINAIT AIR SPACE
A
HURRICANE CLIPS H1
2X BLOCKING
(2)2X6 TOP PLATE
FLAT VINYL SOFFITS W/VENTS
2X6 SUB FASCIA W/ALUMINUM FASCIA
21
/INSULATION
44' AX
EDROOHS
ONLY
GRADE
" 14" ENGINEERED FLOOR JOISTS @16' DAG
6 -B' M5N
24'
R /INSULATION
1/2' G,W,B W/6 MIL VAPOR BARRIER UNDER
WALL SHEATHING
VINYL LAP SIDING
2X6 STUD WALL 16' 0,C,
7//,-1/21X10' A,13. 72' OAC,
TREATED 2X6 MUD SEAL
4" CONC. SLAB OVER
"
L•16'J,
BEARING GROUND
Soo 0 0 0 0 CO.
6 MIL VAPPOR BARRIER
INSULATION
STRUCTURAL DETAIL
SLAB ON GRADE SCALE 3/9•=1'-0'
3/3
6/12 PITCH
COMPOSITION ROOFING
ROOF VENTILATION
t S0' OF VENT PER EVERY
130 S0' GF ATTIC AREA
ASPHALT SHINGLES SHALL BE FASTENED ACCORDING TO
MANUFACTURERES INSTRUCTIONS TO SOLIDLY SHEATIED
ROOFS, BUT NOT LESS THAN 4 NAILS PER EACH 36' TO
40' SIRW SHINGLES ANG 2 NAILS PER EACH INDIVIDUAL
SHINGLES 9' TO 10' W[DE SHALL DE USED.
SEE TRUSS DATA SHEET
INIGGtNEERED ROOF TRUSSES M 24' D.C.
ATTACH TO TDP PIATE W/ SIMPSON H-1
HURRICANE ANCHORS. BRACING PER
TRUSS DATA SHEETS & D W T-76
WITH W BRACING AT BOTH, GABLE ENDS
ALSO WEB BRACING WHERE NEEDED
ROOF LOADS:
= 15#/SF
S.L. = 40#/SF
FLOOR LOADS:
D.L. = 12#/
L.L. = 40/SF
DECK LOADS:
D,I.. = 7#/SF
L.L. = 40#/SF
L.L. = 60#/SF )EXIT DECKS ONLY)
WIND = 90 MPH EXP "B"
SEISMIC ZONE C
1/8" NOMINAL APA (32/16) ROOF SHEATHING NAILED WITH 8d COMMON NAILS @6" 0.C. AT
SUPPORTED ENDS OF EACH PANEL, 12" 0.C. AT OTHER SUPPORTS, AND 6" 0.C. AT
PERIMETER AND AROUND OPENINGS - UNLESS NOTED OTHERWISE
Q (\
1/2" NOMINAL APA (24/0) EXTERIOR WALL SHEATHING NAILED WITH 8d COMMO -OR
GALVANIZED BOX NAILS 06" 0.C. AT ALL EDGES (ALL EDGES MUST BE BLOCKED AT SHEAR
PANELS) 12" 0.C. AT ALL OTHER SUPPORTS - UNLESS NOTED OTHERWISE
TO-.1LEU8 OVIIC1..1IU8 2IHIT
-1.71.111,107:, C
BUILDING CONTRACTOR / HOME OWNER
TO RENEW AND VERIFY AU.
DIMENSION% SPECS, AND CONNECTORS
BEFORE CONSTRUCTION BEGINS
DESIGNER/DRAFTER
DESIGNER HOMES
- NO ,M-»„
CONTRACTOR:
RESIDENCE:
MUST HAVE COPY OF DRAWINGS
ON JOB SITE
DATE: 5-31-06 I
DRAWN BY H.J.H.
PLAN #schiermunadd
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS.BUIIDING SUBJEC
TO FIELD INSPECTION CORRE
REVIEWED FOR CODE COMPLIAN
SPOIr VALL BUILD G DIVISIC