2006, 12-05 Permit App: 06004702 AdditionProject Number: 06004702 Inv: I Application Date: 12/5/2006 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: RESIDENTIAL ADDITION Contact: FERROZZO, SUSAN P
Address: 11215 E 36TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206-9609
Setbacks: Front Left: Right: Rear: Phone: (509) 922-8503
Group Name:
Site Information:Project Name:
Plat Key: 001332 Name: JOEY MARIE ADD District: Sout
Parcel Number: 45332.0204 Block: Lot:
SiteAddress: 11215 E 36TH AVE Owner: Name: FERROZZO, SUSAN P
Address: 11215 E 36TH AVE
Location:: CSV SPOKANE VALLEY, WA 99206-96
Zoning: UR 3.5
Water District: 007 MODEL Hold: ❑
Area: 15,660 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:
Review
Building Plan Review Released By:
Originally Released: 12/4/2006 By: TMELBOU
Landuse/Zoning/HE Conditions I Released BV:
Originally Released: 12/5/2006 By: CJJANSSE
Permits:
Operator: jmm Printed By: jmm Print Date: 12/5/2006
Project Number: 06004702 Inv: I Application Date: 11/30/2006 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: RESIDENTIAL ADDITION Contact: FERROZZO, SUSAN P
Address: 11215 E 36TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206-9609
Setbacks: Front Left: Right: Rear: Phone: (509) 922-8503
Group Name:
Site Information Project Name:
Plat Key: 001332 Name: JOEY MARIE ADD District: Sout
Parcel Number: 45332.0204 Block: Lot:
SiteAddress: 11215 E 36TH AVE Owner: Name: FERROZZO, SUSAN P
Location:: CSV
Address: 11215 E 36TH AVE
SPOKANE VALLEY, WA 99206-96
Zoning: UR 3.5
Water District: 007 MODEL Hold: ❑
Area: 15,660 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information: �. .. _.,.......... ulna..
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Released By: i Z
®i1.Y A®. R- �A NAII .1®i�f®1®IYiI1��la�Yl II�1®1
Permits: „ W:a_m-In - z_ �
_.te� a.4e� l"v ga <
Operator: jmm Printed By: jmm Print Date: 11/30/2006
Project Number: 06004702 Inv: I Application Date: 12/5/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
-- - — -- -- — Building Permit
Contractor: OWNER Firm: OWNER
Permit Total Fees: $1,536.87
Mechanical Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Item Description
GAS WATER HEATER
CLOTHES DRYER
GAS LOG OR GAS INSERT
Contractor: OWNER
Item Description
TOILETSBIDETS
SINKS
SHOWERS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
MISCELLANEOUS FIXTURES
Units Unit Desc Fee Amount
1 NUMBER OF $10.00
1 NUMBER OF $10.00
2 NUMBER OF $20.00
Permit Total Fees: $40.00
Plumbing Permit
Firm: OWNER
Phone: (000)000-0000
Units
Unit Desc
Phone: (000)000-0000
1
NUMBER OF
This Application:
Total Project:
Description Grp Type
Notes
Sg Ft Valuation
SSC Ft Valuation
RES ADD R-3 VB
1
1,356 $117,117.72
1,356 $117,117.72
1
Totals:
1,356 $117,117.72
1,356 $117,117.72
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1
SELECT
$1,094.55
WSBC SURCHARGE
1
SELECT
$4.50
SF PLNS RVW < 7999 SQ FT
1
SELECT
$437.82
Permit Total Fees: $1,536.87
Mechanical Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Item Description
GAS WATER HEATER
CLOTHES DRYER
GAS LOG OR GAS INSERT
Contractor: OWNER
Item Description
TOILETSBIDETS
SINKS
SHOWERS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
MISCELLANEOUS FIXTURES
Units Unit Desc Fee Amount
1 NUMBER OF $10.00
1 NUMBER OF $10.00
2 NUMBER OF $20.00
Permit Total Fees: $40.00
Plumbing Permit
Firm: OWNER
Phone: (000)000-0000
Units
Unit Desc
Fee Amount
1
NUMBER OF
$6.00
4
NUMBER OF
$24.00
2
NUMBER OF
$12.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
Permit Total Fees:
$66.00
Operator: jmm Printed By: jmm Print Date: 12/5/2006
Page 2 of 3
Project Number: 06004702 Inv: I Application Date: 11/30/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER Firm: OWNER
Permit Total Fees: $1,779.91
-- Mechanical Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Item Description
GAS WATER HEATER
CLOTHES DRYER
GAS LOG OR GAS INSERT
Contractor: OWNER
Item Description
TOILETSBIDETS
SINKS
SHOWERS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
MISCELLANEOUS FIXTURES
Units Unit Desc Fee Amount
1 NUMBER OF $10,00
1 NUMBER OF $10.00
2 NUMBER OF $20.00
Permit Total Fees: $40.00
Plumbing Permit --
Firm: OWNER
Phone: (000) 000-0000
Units
Unit Desc
Phone: (000) 000-0000
1
NUMBER OF
This Application:
Total Project:
Description Grp Type
Notes
Sq Ft Valuation
Sq Ft Valuation
RES ADD R-3 VB
1
1,716 $148,210.92
1,716 $148,210.92
1
Totals:
1,716 $148,210.92
1,716 $148,210.92
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1
SELECT
$1,268.15
WSBC SURCHARGE
1
SELECT
$4.50
SF PLNS RVW < 7999 SQ FT
1
SELECT
$507.26
Permit Total Fees: $1,779.91
-- Mechanical Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Item Description
GAS WATER HEATER
CLOTHES DRYER
GAS LOG OR GAS INSERT
Contractor: OWNER
Item Description
TOILETSBIDETS
SINKS
SHOWERS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
MISCELLANEOUS FIXTURES
Units Unit Desc Fee Amount
1 NUMBER OF $10,00
1 NUMBER OF $10.00
2 NUMBER OF $20.00
Permit Total Fees: $40.00
Plumbing Permit --
Firm: OWNER
Phone: (000) 000-0000
Units
Unit Desc
Fee Amount
1
NUMBER OF
$6.00
4
NUMBER OF
$24.00
2
NUMBER OF
$12.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
Permit Total Fees:
$66.00
Operator: jmm Printed By: jmm Print Date: 11/30/2006
Page 2 of 3
Project Number: 06004702 Inv: 1 1Application Date: 12/5/2006 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes: ........ - .,., .. _ ..,
Payment Summary: _ � .. ;.. u A-- ...-R
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $1,536.87 $1,536.87 $0.00 $1,536.87
Mechanical Permit $40.00 $40.00 $0.00 $40.00
Plumbing Permit $66.00 $66.00 $0.00 $66.00
$1,642.87 $1,642.87 $0.00 $1,642.87
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: jmm Printed By: jmm Print Date: 12/5/2006
Project Number: 06004702 Inv: I Application Date: 11/30/2006 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes
Payment Summary: h ' x .,....:,... _._ ... W
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $1,779.91 $1,779.91 $0.00 $1,779.91
Mechanical Permit $40.00 $40.00 $0.00 $40.00
Plumbing Permit $66.00 $66.00 $0.00 $66.00
$1,885.91 $1,885.91 $0.00 $1,885.91
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: jmm Printed By: jmm Print Date: 11/30/2006
►? oK e
,;,oO Talley
Community De•ielopment
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX:(509)688=0037
w"vw.spokanevalley.org
Residential Construction ❑ New Construction ❑ Accessory Bldg
Permit Application N Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESSL' !s 36t" S,Oc%6.►e W/6/
( l li{J4 fto&
ASSESSORS PARCEL NO: YY232 0zoy LEGAL DESCRIPTION: —/ ? Xc!e' 404 /- y (j
7
Building Owner:
Name: 5uscm
Address:
City: S"v ' , ` Stater Zip:
Phone: S-() q ?71 Fax: SaAle—
Contractor:
Name:
Address:
City: State: Zip:
Phone: Fax:
Contractor Lic No: Exp Date:
Contact Person City Business Lic. No:
Name: r
Phone: LL () (o
Describe the scope of work in detail:
Cost of Project: $
**************The fnllowinu MI1ST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: _
DIMENSIONS:
# OF STORIES: 0-
TOTAL HABITABLE SPACE:
;.
MAIN FLOOR TO SQ. 400
FTG: �% 5J5
2 Nu FLOOR SQ. FTG:
NIA
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
GARAGE SQ. FTG:`
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG:
0
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWEF9OR SEPTIC?
r
f,
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 ocessed.,,
Date
Signature ' f,; �� �� ��(, . �
Method of Payment:
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
Permit Center
"e' 11707E Sprague Ave, Suite 106 PERMIT NUMBER:
Vdl Q`� Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037 PERMIT FEE:
Community Development w�1,�v.spokanevallev.org
Plumbing Permit Application ❑ CommercialResidential
SITE ADDRESS:ckA ey, ka& -��L ey &)A Hex -
Building Owner
DESCRIPTION OF WORK
Name:
Phone: (1 kFog2
Fax: 10. to
Address:
City:
State: Zip:
Contractor
TOILETS
WATER CLOSET, BIDETS
Name:
Phone:
Fax:
Address:
City:
State: Zip:
License No:
City Business Lic:
Contact
X
$6.00
Name:
Phone:
DESCRIPTION OF WORK
# OF UNITS
X
I COST
-
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
X
$6.00
-
2
URINALS
X
$6.00
3
TUBS
X
$6.00
4
SHOWERS PER TRAP
BATH, STALL, ON-SITE BUILT
G
X
$6.00
-
�L • o
LAVS/BASINS, BAR, FLOOR, KIfiCHEN,
5
SINKS
LAUNDRY, UTILITY, JANITOR, PHOTO,
/
X
$6.00
=
0O
X-RAY, FOOD, PREP/CULINARY MEAT
6
DISHWASHER
X
$6.00
=
L�
7
CLOTHES WASHER
X
$6.00
=
(pa
8
GARBAGE DISPOSAL
X
$6.00
-
on
9
WATER SOFTENER
X
$6.00
=
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
$6.00
=
AREA, CASE, COIL, TRENCH,
11
FLOOR DRAINS
CONDENSATE
X
$6.00
-
12
ROOF DRAINS/OVERFLOW DRAINS
X
$6.00
=
13
FOUNTAINS, DRINKING
X
$6.00
=
WATER PIPING/DRAIN-IN WASTE,
NSTALLATION, ALTERATION, REPAIR,
14
VENT, PLUMBING, REVERSAL
REVERSALS
X
$6.00
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
$6.00
=
ICE AN/OR COFFEE MAKER, HOSE BIB,
16
WATER USING DEVICE
STEAMER `--
X
$6.00
PROOFER, CARBONATOR, SWAMP
COOLER
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS,
17
CROSS CONNECTION DEVICE
BOILERS
X
$6.00
=
GREASE TRAP, SAND TRAP,
18
INTERCEPTORS
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
=
SUBTOTAL
METHOD OF PAYMENT:
PROCESSING FEE
[]CASH ❑ CHECK ❑ VISA ❑ MC EXPIRES: $35.00
Card# VIN: TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
Permit Center
Spokane 11707 E Sprague Ave, Suite 106
.0;0� Valley Spokane Valley, WA 99206 PERMIT NUMBER:
(509)688-0036 FAX: (509)688-0037 PERMIT FEE:
Community Development wkyw.spokanevallev.ors
Mechanical Permit Application ❑ Commercial PResidential
li
SITE ADDRESS: I Z J G 31Q tk___
Building Owner
DESCRIPTION OF WORK
Name: C'
Phone:'! "()? BSCS
Fax:
Address:Z �`
City:
State: Zip:
Contractor
$12.00
-
Name:
Phone:
Fax:
Address:
City:
State: Zip:
License No:
City Business Lic:
Equal to or less than 400,000
Contact '
$50.00
=
Name:
Phone:
More than 400,000
DESCRIPTION OF WORK
# OF UNITS X
COST
= TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
X
$12.00
-
2
FUEL BURNING APPLIANCE
More than 100,000
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 SEC min. AFUE rating)
Equal to or less than 400,000
X
$50.00
=
6
USED APPLIANCE SEC min. AFUE rating)
More than 400,000
X
$100.00
=
7
BOILERIREFRIGERATION
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
BOILERIREFRIGERATION
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
13
RANGE
X
$10.00
=
14
DRYER
X
$10.00=
(�
+ 15
FUEL BURNING WATER HEATER
X
$10.00
= 0- Q
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
-
17
GAS PIPING each outlet
X
$1.00
=
18
DUCT SYSTEMS
X
$10.00
=
19
VENTILATING FANS
X
$10.00
=
20
AIR HANDLER DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
$12.00
=
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 1
$12.00
-
26
AIR CONDITIONER
3-15 TON
X
$20.00
=
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 ❑ CHECK ❑ VISA ❑ MC
CARD #:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
TOTAL PERMIT FEE DUE:
$35.00
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS04 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
* 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.
?. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON S= UNIVERSITY 1-7
ENERGY PROGRAM
Glazing
Glazing U -Factor
Door9
Wall12
Wall?
Wall?
Slab6
Option
Area10.
U-
Ceiling2
Vaulted
Ceiling
above
mt°
Below
ext°
Below
Floors
on
% of floorFactor
Vertical
Overhead„
Grade
Grade
Grade
Grade
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
R-21
R-12
R-30
R-10
int'
II.
15%
0.40
0.58
0.20
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
0.35
0.58
0.20
R-38
R-30
R-21
R-21
R-12
R-30
R-10
Group R-3
int'
Occupancy
Only
VI.
Unlimited
0.32
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
* 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.
?. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON S= UNIVERSITY 1-7
ENERGY PROGRAM
10/03/2006 11:44 5099245439, BOISE PAGE 01/01
12,
F.
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34
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Gay or
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 5D9-688-0036 - Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detafi
as a porion of your plan submittal, please complete the requested information in the boxes provided on both sides of ths sheet
This completed sheet, along with any additional information needs to be submitted with your aplliication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
• SW TYPE 7r GYP BOARD (HABITABLE SPACE ABOVE)
• 11Y GYP BOARD (RESIDENCEIATTIC, FLOOR)CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3W,
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (SW We W gypsum sheathing
on both sides of wai). Openings are not
permitted in these walls. Garages over
3,000 sq. R require protection when
closer than 20 feet to the properly line.
Parapets may be required.
ACCESSORY BUILDINGS FROM ENGINEERED TRUSS OR
400 SQ. FT. TO 3000 SQ. FT. �i 3 0 �� , RAFTER SIZE AND SPACING
34x.�@
SECTIONA- 3 1 ROOFING MATERIAL
E ROOFING PAPER
1/81, GAPv EvES
-uVPEN SHE THINQ
"
ROOF
458
'
SHEATHING
. .
DOUBLE TOP PLATE
% 1 r. ' %• ' �:
T
SOLID BLOCKING
WALL HEIGHT ��
•
BETWEEN.TRUSSES
=• '�
24" MIN.
- ' ;; •
05$ WALL SHEATHING
(2(2)#4 REBAR •'
_�
2x Co @ O.C.
ViN d l D. SIDING
PRESSURE TREATED
SOLE PLATE
..N• .
3-1/2' CONCRETE SLAB
' e `' i'• 1
�j
,
. J
-
6" MIN.
6' MIN.
•1
S.
a,
••
AN O BOLTS
24"MIN.
24" MIN. 6' MI N•
•
I MIN.
. -
• h
(7' WTO CONCRETE)
6'0. C. OR APPROVED
�-1
t4 REBAR
5"x12' ANCHOR INSTALLED
Lr -4(2)
FOOTING
PER MANUFACTURER.
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Max.
height
10'
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
T to 18' (finished wi
Fasten sheathing to header with Top plate
8d common nails in 3" grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
1000 Ib header -to -jack -stud strap —�
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
Braced wall
If panel splice is needed it shall segment per
occur within 24" of mid -height. R602.10.5
Blocking is not required.
Min. width based on 6:1 No. of
jack studs
height -to -width ratio: For per table
example: 16" min. for 8' height R502.5(1&2)
Min. 2"x2"x3/16" plate washer
Anchor bolt per R403.1.6 Typ.
Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
Job Name: 39 x 40
7C 2x6 HF 1600E -1.6E
BC 2x4 HF 240OF-20E
GBL BLK 2x4 DFL STUD
Rater to Joint QC Delatt Sheet for
Maximum Relatlanal Tolerance used
IRCABC truss plane values are based on
tasting olid approval as required try IBC 1701
and ANsVrPI and are reported In avaihble
dowrnenls such as ICBG NIGUT.
Gable Yeritcats are 2x 4 web msterlal spaced
at 24.0' as unless noted alhelwi=e.
Top chord supports 24.0' olunHormtoad
at 30 pat live lead and 7 pet dead load.
Additional design considerationsrnay be
required It sheathing Is attached.
(r) indicates the mclutrement for lateral
bracing (designed by others) perpendicular
to the plane of the member at 48')nterrals.
Bracing is a 1e9id1 of wind toad applied
to mamtxr.(Combination nodal plus bending}
This trues requires adequate sheathirhg, as
designed by others, applied to the truss
fad:, providing lateral support for wells in
the truss plane and creafing shear wail
action to resist diaphragm reads.
Truss ID: T02
Designed per ANSVtPI 1-2002
This design does not account for long term
Orrue dependent loading (creep). Building
Designer must account for this.
THIS DESIGN IS THE CO.\IPOSITE RESULT OF
MULTIPLE LOAD CASES.
Loaded for 10 PSF eon -concurrent BCLL
Loaded for 2L'0lb non -concurrent moA" MILL
ASCE7.02 SNOW LOAD DESIGN CRITERIA:
Pg= 40 psf, Cis =1.0,1=1A, Ct as 1.10
This truss Is designed Luing the
ASCE7.02 Wind Specification
Bldg Enclosed -Yes, hnporlance Factor =0.87
Trus Location . Not End Zone
Hurdcswocean Line= No. Exp Category - 6
Bldg Length= 30 -DO it, atdg Wldlh= 36.0011
Mean roofherghl; 1S.50It, mph ar 85
TPI an LoHarard. Dead Loads 3.6 psf
Designed as Main Mind Force Resisting System
and Cornponelns and Cladding
Tributary Area - 78 aqui
1 2 3 45 6 7 8 9 10 11 12 13 14 15617 18 19
4.00 -4.00
1
20-6- R5-5 T
T3-4 S�
7.0-1 ]I
$.-S F F 7-7-13
rH)P
3 3 4
=0-6-1=0-6-1
3.4R
39-0-0
20 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36
= Joint Locations
1 0. 0- 0 $9 39- 0- 0
2 s- 6 o 20 0.0-0
3 7-5-0 21 S-&0
4 9.4-10 22 7-6 0
5 9.4-10 23 9-45- 0
6 it -6.0 24 11-6-0
7 13-6-0 2513.6-0
8 1rr6.0 26 15.6-0
9 17-s-0 77 17- 6 0
10 19.6- 0 28 19- 6.0
11 21-60 29 21-60
12 236-0 3023-6-0
13 23 60 31 25.60
14 21- b o 32 27-6-0
13 2-9.7-6 33 29-6-0
16 2&7-5 34 31-6-0
17 31-fr035 33-60
18 33- 6- 0 35 39.0.0
TYPICAL PLATE: 2-t
OVER COP(TINUOUS SUPPORT
All plates are 20 gauge Trussal Connectors unless preceded by "MX" for HS 20 gauge or""" for 16 gauge, positioned per Jo)nt Detail Reports available from Tralswal software, unless nated.
WARNING Read al) notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ.
Thfadeslgob farad fndtViduaribuldinaeamponent"I bhmaYC.nae.Rhe"bemtruedwspeoficaaenspre"Mad by lFi rsmP°naN:rmraurxtuhv Chic RM
ani dons in s000fbrussder of TPl and AFPA dmign.aaa.darda rib rssponeil,Luy is sssurrmc! for dfinensforui accuracy. Ormerufons Dsgnr: RAA
ars m be "filled bj Mi ceaoonaM mmuhawraf aM'or ltuildbhg designer prion no lahrio.'Son. TT+builtlinq dsrigns+ rust sazarh5n Inas the Inds
TIMBERLINE utilized onWit Jas4r~orexcedeueloodingimpaesdbrthafodbuilding code end M.sparticular appllmHon.The design as thaathe top chord TC Live 30.00 psi
is latamoy braced by the roofernear shWMngand lhebelhom chard lsraeraLrbreced by dgd QNseMinghcalbond dlneltyalahe4 vlose-lb"Irdso TC Dead 7.0D psi
rented. 3ascng shown is far latent supporter mropenents merrbas only to aedrux budding legl0. This eomponsrt shall not be plsod In rn•/
TRUSSenNroffnaotifsTxlllesushMmaisNraca nterlWwoodmsaoaedl9lbardar�usoeonnalnrplsbcmvabn.Faulmoohandleina411 BCL.)ve O.00psI
and brae If" t sin acoordxnce wieedx tollowingocandrdw'Jolntmd GlKng Detail Report'availsbia as output lmm Truswalsenarar% SC Dead 10.60 psi
'AMUTP11', "frre:A 1' -wood TrussC un -ll alAmerio SpndarcluesIgn. RespomibTiea,'BLfLDI?40CCWPONFwrSMETYIISFORMAVOW-
1525N.FREYA,SPOKANE NVA.9921 rdCSr r-W)and'6CSISUMMARY 5HEETs[y WMAand TPI. Ths True Plate rnstlWbjTPI) is located at SWIY13-hb Drh�Madison
1Yaonain SM9. Tfs American Forest sca
t and Paper Associaticii(AFPA)robd-11111 rsLti Steel rrSY,Sb 11[0, 5YashrngOon. DC 2CeSi TOTAL 47.00 put
9l 5/2006
Scale: W32" - T
CD
LD
CD
Ln
rJ
CD
0
01
19
W
A
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F-+
Ul
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L0
A
rT
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01
v
WO: R1253
-0
D
DurFacs L-1.15 P=1.15
Rep Mbr Bnd 1.15
0
M
O.C.Spacing 2- G- 0
Design Spec IBC -2903
m
Satin T6.5-41 - 28209
m
Gl
Job Name: 39 x 40
Truss ID: T01 Qty: 21
Drwg:
WAG z-bcc REP." S1aa MQ -D
TO 2x6 HF 180OF-1.6E Web bracing required at each locar ion shown.
UPLIFT REACTIONIS):
1 0- 2-12 7422 5.50• 2.41•
BC 2x6 DFL 240OF-2.OE 11 Sxslandarddetails (TX010B7001.001 revt).
Support CdC'Nnd Nan-lTmd
2 3a- 9- 4 7422 5.30' 2-41•
WEB 2x4 DFL STUD Designed per ANSVTP11-2002
1 -V4 lb
sR0 a3Qarh x9r ab- we based ccouy 2x4 DFL ..42 13d This design does not accotatt for long term
2 -3241b
o0- cine Lrria aatasial at raCh bowing
Refer to Joint OC Detail Sheet for time dependent loading (creep). Building
TNS trusts to designed using the
Maxirrtml Rotalional Tolerance uszd Designer must 3ccouril for this.
ASCE7412 Wind $pacification
TC Von= oaf. 22120 car
IRCIISC truss plane values ace based on THIS DESIGN IS THE COMPOSME RESULT OF
0rd9 Enclosed s Yes, Importance Factor
s 0.37
1-2 -11700 0.31 0.44 0.76
lasting and approral as fegtdrad by1BC 1703 MULTIPLE LOAD CASES.
Truss Location s Not End Zone
2-3 -7422 D.211. 0.23 6.43
and ANSVTPI and are reported In availallib Loaded for I D PSF non-concurverrt BOLL
HunicanefOcean isle = "o, Exp Category = B
3-4 -7385 0.20 0.29 0.49
docurneols such as ICBO x+'1607. Loaded for 200 lb iron-concurrelrt movIn BCLL
Bldg Length o 30.00 ft, Bldg Width= 36.DO d
4-5 -5626 6.20 0.19 0.25
+ r + ++++++++++++ s ++++++ ASCE7-02 SNOW LOAD DESIGN CRnEFnA:
Mean roof height: 15.53 It, mph =
85
3-6 -3626 0.10 0.19 6.29
Unrestralnsd hate LL delleetlan s Q42 ' P'g : 40 psf, OR = 1,0,1 = 1-0, Ct a 1.10
TPI Low Hazard, Dead Lead= 3.6 psf
6-7 -7385 J-20 0.29 0,49
++++++++++++++++•+++++
Designed as MatnI ind Force Resisting System
7-8 -7422 0.21 0.23 0.43
and CommpOnerds and Cradding
a-9 -a70o •3.31 6.44 0.76
Tributary Arita m78sgn
3C ?rhea ASL anD car
10-L1 2259 6-41 0.24 0.65
11-1-2 9288 0.41 6.24 0.65
12-13 7048 0-35 6.05 0.40
13-14 701148 0.35 0.05 DAD
14-15 e289 0.41 0.24 0.65
MAX DEFLECTION (s'pan) :
LS -16 8259 0.41 6.24 0.65
11,1517 FAVA 13-14 (LIVE) LC 33
L---0.90'
D=-050' T=-1.78'
'i�dB ?�C3 CeI "M76a1C3 C9I
2-11 239 0.07 6-L3 -1067 0.96
®Joint Locations =
2-12 -1137 0.72 4-111 9494 0-16
1
6-0-0 9 391-0.0
4-12 494 0.16 8-14 -1193 0.72
2
T -11-1D 10 6.0.0
4-13 -2064 0.96 8-15 23a 0-07
3
9-4-10 11 7-11-10
3-13 7o9a 0.60
4
13-&13 12 13-8-13
a
19-6-0 13 19.5-0
6
25.3-3 14 2x3-3
7
29.7-6 1531-0.5
831-0-6
16 39- 0- D
1 2 3 4 5 6 7 a 9
4.00 -4.00
1
20-6- R6-8
4-6 4-6 4-4
T
7-0 4--b
MXIT-18 4-4 3.2-1 4-4 A1Xf7-18
7-7-13
SHIP
=0-6-t 3 7 1 2 4 3:3-6.1
19z 0
2.010 200
39-0-0
10 11 12 13 14 15 16
9I 5!2006
All plates are 20 gauge Truswal Connectors unless preceded by "]AX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available (row Truswal software, unless noted.
Scare: 3/32" = l'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Eng. Job: .EJ.
WO: R1263
This design is form lndivlduaa building eareponanlnot frust wyaaaa Il try Wen based on 0-p ciRce6ons prodded by the comp rnod inanuiae[urer
Chic RM
®
and done in aomidmos VA%tis eunVdtvssions 017Rard AFPA design standanes, fbrsap=nsibilitllsasaucwd ferdrm■nslonal aennae7. Cimsnsloru,
0-e to ba aari9ed bF I.is coalporsnl m>.lulac Wry ondbr Wilding drurign■r prior b labdea6eo. The llrnliing dntgrar rent asaRaln Ihat Bre ra.rb
DS9 nr• RM
TC Live 3D.ODpst
Durfacs L-1-15 P=1.15
o66Tedonthlsd■signmost orsacWUeloading Imposed bjdnSoca) building ecdaand the particular app6ealion. TMdeergs-inimesthat tNtopchen!
TIMBERLINE
3e■
1. rakxally braced by roofor float sha■011ng and the bottom chord is rateraay bsoad by a rigid sheading material dimity atrxJred, unressolhamisa
rwteM Bracing shown (ski lateral support arccmponsnts members only to reduce bueiding length.This-ponant shelnalbe Fraerdin any
TC Dead 7,00 psf
Rep Mbr Hind 1.15
®TRUSS
en:irvrmerrt0111'illC44im the MITlureWntanl0rthe enodWmixesdl9%ondtrrcause eealnselorplate corrosion. FabrksL,b■ncilefnaran
BCLfve 0.00 PM
O.C.Spaeing 2-0-0
and Drage 91rs Trues In -,d- nfih dor folloEing standards:: Int and Oa0hr4 OeSn Reports' sralfabre 9-a c,UtP t from Tni"al solbram
AM1111771'V,'WiCar•noodTnrTscbanaolAmrte■svodardDesfg.P-p risAllieea,'Buaow000uPD?rEW3AFETYIIAFofvtnnora-
BC Dead 10.00 psf
Design Spee IBC -2003
8525 N.FREYA,SPOKANEWA.9421
tDC511-"wd'OC91SUV7AARYSHFiT3'byVirTCA■ndTPr,The Trus. PlotelnabNh(TFI)IsI-bdatS13[Y0ao6fo0H'Madison,
Vrtscor.6n 3710, The Arne ran Farert and Paper Assoeratfon (AFPA) I.5-eed .1 1111 15t13trest, rnY, Sts 600,'lJaahingtnn, OC 501133
TOTAL 47.00 psf
Seqn T8.5.41 - 28208
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PLANNING DEPT. APPROVED
BY. �'
DATE:
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EMERGENCY EGRESS REOUIREMENTS
FROM SLEEPING ROOMS
f 1) NET CLEAR OPENING: 5.7 SQUARE FEET
GRADE R OOR OPENING (MAX 44') 5.0 SQUARE FEET
' 'ET Cl FAR OPENINGHEIGHT 241NCHES
WAIS
3/yOx�, qJ T 6 �IXR
2x
N
REA+Fc .2", x
SII GEAI&T�
Anchor Bolts- Minimum 1/z" x 10" with 7" concrete G�
embedment at 6' o.c. and 12" from ends of sill plates. �rr�►►
sC?Q�v
UPC 508.2 — Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
DWELLINGS.
' r/
l�61ZJ0g WA�X �l
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)
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
GYPSUM BOARD USED FOR
INTERIOR BRACED WALL
CONSTRUCTION SHALL BE
FASTENED NO FURTHER
V THAN 7" O.C.
&s
EXHAUST FANS
100'eFM kitchen
50 ,CFM bathrooms
& •laundry .,4 ci)
Teo vCY.+i'sN%4 v A V1
67 J 61IJ a5
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.
" CSI s
Radon Mitigation System Required
If Vents Subject to Closure
6 mil Vapor Barrier Required
ONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1)
FOUNDATION V,
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
Ai_L FOOTINGS MUST BE CONTINUOUS,
PROVIDE SOLID BLOCKING.UNDER ALL COLUMNS
BEARING WALLS AND SHEAR WALLS.
PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION
UNDER ALL HIP AND GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
��iEAR WALLS TO TRUSSES OR JOISTS ABOVE.
m
Egress windows openable
5.7 sq. ft., 4491 S4111
16 �,w ovwl SIS
So
Vim - wor`� 0uU
A2ffl
FACTORY -BUILT FIREPLACES:
Combustion Air Required
Hearth Clearances per Manufacturer's Instructions
ETight Fitting Doors Required
C9 U
f 6 (A -R 0 1-) M,
SBX�(c�xl�
Gwf �-Am
I L, ---J- n4,
3alh cid_ 60-
CiN -I' S�°RAgE
i 1
;LX V;IpC� l)VS
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,\Jv)
A1NDO
PROTECTION AND OPEN'NGS BETWEE
DWELLING AND PRIVATE GARAGE SHALL HA
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
[1 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
❑ 1/2" GYP BOARD (RESIOENCF/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOOR, SOLIDIDR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED
DOORS.
3 X
w►�t�ouJ"
&,A!R�
LANDING required on both sides of exit doors with mih. size '
3 ft. measured in direction of travel by 3 ft. or width of ( oor if
greater, and not lower than 1 '/Z in. below threshold. Lanl ing
required at other exterior doors is a minimum size of 3 f travel
distance by width of door, and not lower than 7 114 in. be ow
threshold provided the door does not swing over the landing.
.I
5L,U aJ�� IS
A
BY:
11' GAgAge daR 1,611
BY
DRAWING NUMBER
N1101.3.1 —Attic insulation certification required as to
11 NET CLEAR OPENING WIDTH 2OINCHES
3 i F ^ E RGEINCY ESCAPE SHED SILL HEIGHT
SCUE OPENING SHALLAE R
I
100R
r)
R _ value or coverage. Markers, attached to trusses or
300 of attic space with 1
OPF RATIONAL FROM THE INSIDE OF THE ROOM WITHOUT t
rNF USF OF KEYS OR TOUS
WHEN INTERIOR
rafters, required for every sf
for installed thickness of insulation.
ALTERATIONS, REPAIRS OR ADD IT,
R M1
OR WHEN ONE OEXIS
SLEEPING ROOMS ARE
inch high numbers
ADDED OR CREATED NCCUR,
!N
3
1 G1
DWELLINGS, THE DWELLING UNIT SHALL BE PROVIN
rl
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NE'V�
WAIS
3/yOx�, qJ T 6 �IXR
2x
N
REA+Fc .2", x
SII GEAI&T�
Anchor Bolts- Minimum 1/z" x 10" with 7" concrete G�
embedment at 6' o.c. and 12" from ends of sill plates. �rr�►►
sC?Q�v
UPC 508.2 — Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
DWELLINGS.
' r/
l�61ZJ0g WA�X �l
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)
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
GYPSUM BOARD USED FOR
INTERIOR BRACED WALL
CONSTRUCTION SHALL BE
FASTENED NO FURTHER
V THAN 7" O.C.
&s
EXHAUST FANS
100'eFM kitchen
50 ,CFM bathrooms
& •laundry .,4 ci)
Teo vCY.+i'sN%4 v A V1
67 J 61IJ a5
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.
" CSI s
Radon Mitigation System Required
If Vents Subject to Closure
6 mil Vapor Barrier Required
ONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1)
FOUNDATION V,
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
Ai_L FOOTINGS MUST BE CONTINUOUS,
PROVIDE SOLID BLOCKING.UNDER ALL COLUMNS
BEARING WALLS AND SHEAR WALLS.
PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION
UNDER ALL HIP AND GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
��iEAR WALLS TO TRUSSES OR JOISTS ABOVE.
m
Egress windows openable
5.7 sq. ft., 4491 S4111
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FACTORY -BUILT FIREPLACES:
Combustion Air Required
Hearth Clearances per Manufacturer's Instructions
ETight Fitting Doors Required
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A1NDO
PROTECTION AND OPEN'NGS BETWEE
DWELLING AND PRIVATE GARAGE SHALL HA
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
[1 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
❑ 1/2" GYP BOARD (RESIOENCF/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOOR, SOLIDIDR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED
DOORS.
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LANDING required on both sides of exit doors with mih. size '
3 ft. measured in direction of travel by 3 ft. or width of ( oor if
greater, and not lower than 1 '/Z in. below threshold. Lanl ing
required at other exterior doors is a minimum size of 3 f travel
distance by width of door, and not lower than 7 114 in. be ow
threshold provided the door does not swing over the landing.
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BY:
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BY
DRAWING NUMBER
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSFS, PFAII,S ANT)
A YlING
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR r()DE COMPLIANCE
SPOKAINE VALLFY R- Y-LDING4MSION
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