2008, 04-01 Permit App: 08001081 ResidenceProject Number: ' 08001081 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/1/2008 Page 1 of 4
Project Information:
Permit Use: SFR W/ATT GAR
Setbacks: Front 34 Left: 5.8 Right: Rear: 49
Site Information:
Plat Key: Name: Range
Contact: DOUGLASS, HARLEY C INC
Address: PO BOX 234
C - S - Z: COLBERT, WA 99005 -
Phone: (509) 487-9792
Group Name:
Project Name:
District: East
Parcel Number: 46353.5201
Block:
SiteAddress: 14201 E QUEEN AVE
Location:: CSV
Zoning: R-3 SF Res District
Water District: 001 TRENTWOOD
Area: 11,283 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: DOUGLASS, HARLEY C INC
Address: PO BOX 234
COLBERT, WA 99005 -
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Originally Released:
Driveway/Approach
4/1/2008 By: tmelbourn
Landuse/Zoning/HE Conditions
Released By
I Released By:
Sewer Review
Permits:
Originally Released: 3/31/2008 By: mpalaniuk
Operator: JD
Printed By: jmm
Released By:
Print Date: 4/1/2008
Project Number: 08001081 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/1/2008 Page 2 of 4
Approach
Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A Phone: (509) 487-9792
SPOKANE, WA 99217
Item Description
APPROACH -CONST IN ROW
Units Unit Desc Fee Amount
1 NUMBER OF $50.00
Permit Total Fees: $50.00
Building Permit
Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Phone: (509) 487-9792
Building Characteristics
Building Height 35
This Application: Total Project:
Description Type Notes Sq Ft Valuation Su Ft Valuation
1&2 FAMILY R-3 VB 1,260 $119,687.40 1,260 $119,687.40
BASEMENT U R-3 VB 855 $12,825.00 855 $12,825.00
COV DECK R-3 VB 78 $1,170.00 78 $1,170.00
DECK OPEN R-3 VB 120 $1,800.00 120 $1,800.00
GARAGE U-1 VB 500 $9,500.00 500 $9,500.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 2,813 $144,982.40 2,813 $144,982.40
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Operator: JD Printed By: jmm
Fee Amount
$1,245.75
$4.50
$498.30
Permit Total Fees: $1,748.55
Print Date: 4/1/2008
Project Number: 08001081 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/1/2008 Page 3 of 4
Contractor: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS APPLIANCE<=100,000BTU
GAS PIPING
VENTILATING FANS
GAS LOG OR GAS INSERT
Contractor: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Item Description
TOILETSBIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
FLOOR DRAINS
CROSS CONNECTION DEVICES
Mechanical Permit
Firm: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
2 # OF UNITS
4 NUMBER OF
1 NUMBER OF
Permit Total Fees:
Plumbing Permit
Units
2
3
2
2
1
1
1
1
1
Operator: JD Printed By: jmm
Fee Amount
$10.00
$10.00
$12.00
$2.00
$40.00
$10.00
$ 84.00
Firm: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
Unit Desc
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
Permit Total Fees:
Print Date:
Fee Amount
$12.00
$18.00
$12.00
$12.00
$6.00
$6.00
$6.00
$6.00
$6.00
$ 84.00
4/1/2008
Project Number: 08001081 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/1/2008 Page 4 of 4
Notes: gn
Payment Summary:
Permit Type
Approach
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount
$50.00
$1,748.55
$ 84.00
$ 84.00
Invoice Amount
$50.00
$1,748.55
$84.00
$84.00
Amount Paid
$0.00
$0.00
$0.00
$0.00
Amount Owing
$50.00
$1,748.55
$84.00
$84.00
$1,966.55 $1,966.55 $0.00 $1,966.55
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: jmm
Print Date: 4/1/2008
�,� `�► Permit Center
11707 E Sprague Ave, Suite 106
Nall Spokane -0V 36 FAX:WA (509)
".1 (509)688-0036 (509)688-0037
99206
Community Development www.spokanevalley.org
una
pokane
Residential Construction
Permit Application
PERMIT NUMBER: ,.1kW
PERMIT FEE:
® New Construction n Accessory Bldg
❑ Addition/Remodel n Deck
n Other:
SITE ADDRESS 19 2CA E'� ,
ASSESSORS PARCEL NO: 9 Y 31-3- . 52C 1
7
LEGAL DESCRIPTION: VICKI TV ex ��- C'�w✓
Building Owner:
Name: /ictr"it) C bum lass Ziac.
Address: c(4)-20IN Fr�t.`�,,�
�ac
City: ,poka►vz State: 64.)A Zip:99Dl7
Phone: J-U`I - `i g 7 - 9 792- Fax: 66 23g - LHCI`j
Contact Person
Name:
Phone: 519—`/$7 9792-
a SS
Describe the scope of work in detail:
pi 3
Contractor:
DIMENSIONS:
j �C 9L' -L'
# OF STORIES:
Name: i4&l- I\ c b (R55 y,tc ,
MAIN FLOOR TO SQ.
FTG: 1y / 2' °
21°d FLOOR SQ. FTG:
Address: 51c 20 N FL f t ete,
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
City: 510064,c State: WA-
DEC OV. PATI t SQ. FTG:
P-°, 7, , .
Zip:gga 7
Phone:s-m_gg7_ 979._ Fax:
1
CONSTRUCTION TYPE: \
R.ec,Ac, i,k-k0
RCE:
.HET •
L SVS
Contractor Lic No: NA/2[. Ec45 Ito r Date:
4;131
City Business Lic. No:
Cost of Project: $
**************The following MUST be complete: (write N/A if not annlicable)**********************
HEIGHT TQ --)
-J
DIMENSIONS:
j �C 9L' -L'
# OF STORIES:
TOTAL HABITABLE SPACE:
3\C 2._/ i',.
MAIN FLOOR TO SQ.
FTG: 1y / 2' °
21°d FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
;Pdlki
,r
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG; i
5--,0 O i
DEC OV. PATI t SQ. FTG:
P-°, 7, , .
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:.
1
CONSTRUCTION TYPE: \
R.ec,Ac, i,k-k0
RCE:
.HET •
L SVS
SEWER OR SEPTIC?
Se_k,1 e Y,.
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
7)'6&(A--
❑ Check
❑ Mastercard
Expires:
j21 log
Date
0 VISA
VIN#:
Spokane
jUalley
Site Address: 14201 E QUEEN AVE
Parcel Number: 46353.5201
Zoning: R-3
Fire District: FD 01
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project
Previous pre -app meeting
Plan revisions 0
Transmittal Date:
Thursday, March 27, 2008
Water District: TRENTWOOD
Project Number: 08001081
Applicant:
e-mail:
Contact:
e-mail:
Contractor:
DOUGLASS, HARLEY C INC
PO BOX 234
COLBERT, WA 99005-
(509) 487-9792
DOUGLASS, HARLEY C INC
PO BOX 234
COLBERT, WA 99005-
(509) 487-9792
HARLEY C DOUGLASS INC
8510 N CRESTLINE #A
SPOKANE, WA 99217
(509) 487-9792
Owner: DOUGLASS, HARLEY C INC
PO BOX 234
COLBERT. WA 99005-
e -mail:
Occupant:
e-mail:
Arch / Engineer:
Q)
11 [I,
e-mail:
J
Project
Description: SFR W/ATT GAR
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
SITE PLA
PLAN
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
Valley®
For City Use Only
PLUS Project Number (;`f
Project Address
F
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised tar et date.
Your application review TARGET DATE is � 1I I -
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re -submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure, you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re -
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE—APPLICANT PINK—BUILDING FILE REV 9/07
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
Plumbing Permit Application ❑ Commercial
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS: VA 10 1 1 - C\U ronl
Building Owner
Name:
�46,1e
Phone: so9 `{47 9792
Fax: <' _ C
� �5 �W 1�
,(
Address: r i 917:
5 21. V. `ai-0c-/.,
City: 5! k4Ne-
a
State: Zip: 9417
A 9
Contractor
Name: 11 cc Jr,,• C��d �a� n 12G niCaS�
Phone: J`01 -S 5S --57q
Fax: Sog 53S--`357
Address: , j 5 214 6 Bob ne
City: � o�cCLtvL
State: w A Zip: 99d /a
License No: (:)Lb s M 290 C`, I
t
City Business Lic:
Contact
Name:
Phone:
r
DESCRIPTION OF WORK
# OF UNITS
X
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
X
$6.00
5
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
$6.00
i�CC
6
DISHWASHER
X
$6.00
7
CLOTHES WASHER
X
$6.00
8
GARBAGE DISPOSAL
X
$6.00
(_c)
9
WATER SOFTENER
X
$6.00
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
$6.00
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
X
$6.00
(;C'
12
ROOF DRAINS/OVERFLOW DRAINS
X
$6.00
13
FOUNTAINS, DRINKING
X
$6.00
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
X
$6.00
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
$6.00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP
COOLER
X
$6.00
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS,
BOILERS
X
$6.00
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
$6.00
19
20
21
MEDICAL GAS (per outlet)
MISCELLANEOUS PLUMBING FIXTURE
PRIVATE SEWAGE DISPOSAUSYS
NITROUS, OXYGEN
1
X
X
X
$6.00
$6.00
$20.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
$15.00
METHOD OF PAYMENT:
❑CASH ❑ CHECK ❑ VISA ❑ MC
Card#
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
Permit Center
11707 E Sprague Ave, Suite 106
,,,,,,,00Val ley Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www.spokanevalley.org
Mechanical Permit Application ❑ Commercial
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS: \ 2X''. E CcueE'.Y-1
Building Owner
Name: Phone: Fax:-�_L�t_kc�(+.�
f�DU'le�.r C 1�,cstlass .fnc. SD9-`i87-97'92 .? :�
Address: t54.2.1 ne,cCity: seokeuts_State: tjA Zip:
Contractor
Name: CornP1eAt i -Q in `. 5k1 , Phone: 5-0 9-533-952$' Fax: S -p9-$33_630
Address:Po e� 3934 City:Spoka ve Zip:
: 9 22.0State:cv4
License No: CDMr!.fS 0S08T City BusinessLic:
Contact
Name: Phone:
DESCRIPTION OF WORK
# OF UNITS
X
COST
=
TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
1
X
$12.00
=
i3 , (( '
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 (WSEC Min. AFUE rating)
Equal to or less than 400,000
X
$50.00
=
6
USED APPLIANCE (WSEC min. AFUE rating)
More than 400,000
X
$100.00
=
7
BOILER/REFRIGERATION
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
BOILER/REFRIGERATION
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
=
O (, C i
13
RANGE
i
X
$10.00
=
14
DRYER
X
$10.00
=
15
FUEL BURNING WATER HEATER
1
X
$10.00
=
() . ) Cl
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
=
17
GAS PIPING (each outlet)
"Z-
X
$1.00
=
cD o C>
18
DUCT SYSTEMS
1
X
$10.00
=
i U - (LI)
19
VENTILATING FANS
X
$10.00
=
LiO. L) C i
20
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
1
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 11 HOOD
X
$10.00
=
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$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 0 CHECK 0 VISA 0 MC
CARD #:
EXPIRES:
SUBTOTAL
PROCESSING FEE
$35.00
VIN:
TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
TRENTWOOD IRRIGATION DISTRICT NO. 3
4402 N SULLIVAN ROAD
SPOKANE, WA 99216
(509) 922-7532
NEW SERVICE ORDER
Customer/Contractor: Harley C Douglass Inc. Account No.
Mailing Address: }N; , tt(.: Dwelling:
Spokane, WA 99217 Commercial:
Telephone: (509) 487-9792 Duplex:
Name of Resident:
Address:
City:
Residential
1`i1C',1 E- Q\svi
Spokane Valley
County Parcel:
L 3 ` 3
State: WA ZIP 99216
Plat: Lot No: � Block No: 3
Description of Work Requested: Water meter installed at residential construction site
HCD to hook up residential water line at back side of TID-installed water meter by sidewalk - no inspection required
Estimated Cost:
Amount of Deposit: $1,000.00
I request water service from Trentwood Irrigation District and I understand that the above stated estimated costs reflect the
estimated labor, equipment, material, taxes, and hook-up fees charges for the proposed contract work. I also understand
that if the final costs exceed the estimate, the balance will be due within thirty (30) days. I further agree to abide by the rules
and resulations as established by the Board of Directors of Trentwood Irrigation District No. 3.
I also agree that as a condition of receiving water service, proper access to the water service will be provided and that no
obstruction will be constructed to interfere with inspection of or maintenance to the water service. If so determined by the
District, an obstruction to the water service will be required to be removed or modified as a condition to continued water
service.
(Date)
PLEASE MAKE SURE WATER METER BOX IS
NOT IN THE DRIVEWAY.
(Name of) or Signature of Landowner
Signature of Representative
Scarv�x7l!� _�6�
Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
Approach Permit Application
PERMIT NUMBER:
PERMIT FEE:
PROJECT ADDRESS 14 2.0 E _
START DATE
ANTICIPATED COMPLETION DA IE
Building Owner:
Contractor:
Name: 4arlGA C bal-tgkSS, ,Snc.
Address: 5()20 N
City: Spok4iNe_
State: t3a
zip:9917
Phone: 5D9_ `/ Vj-979,2
Fax: _049Li
Contact Person
Name: -(e bo,,÷ S
Phone: Sb9 - q8.7.- 9 77 2
PROJECT DESCRIPTION (Provide site sketch)
Residential Driveway
Existing Curb & Gutter
Culvert Installation
Other Conditions
Name: It,A C
Address: 5(c.21ls
Dlass L.
7r1 CSS~ -
City: %.1okar e_State: tjA Zip: 99317
Phone: 509 -y87 -979Z Fax: Z3-(c:L.{,Cl4-1
Contractor Lic No:/141ZLEC1)116 ASP Date: la/ 3i
City Business Lic. No:
Commercial/Industrial Driveway
Rural Road Section
Sidewalk Repair/Construction
Bond/Insurance certification must be on file with the city.
DISCLAIMER
The permittee verifies, acknowledges and agrees by their signatures 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
Date
Method of Payment:
❑ Cash ❑ Check 0 Mastercard 0 VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 319/06
1 1 ' WIDE
BORDER
EASEMENT
10' UTILITY
EASEMENT
I1 Z$3 50 Cr
GGrcT
ET: CK LINE
10' UTILITY
EASEMENT
QUEEN AVE.
PLANNING r r
' +,rFD
i
EXPIRES
06/22/
14201 E. QUEEN AVENUE
LOT 1, BLOCK 3
HUNTER'S RUN
SCALE: 1"=30'
USKH
1220 N. HOWARD sr.
SPOKANE WA 00201
PHONE (500) 220-0120
PAX (000) 328-0422
101 THAW ROAD
Engineering • Land Surveying PLEWI TON10 �1
en1
Planning . Materials Testing FAx(208) 748,4825
Apr 01 2008 13:53 HUD int —
•••••
i
014:4 CANN
SPOKANE COUNTY
DEPARTMENT OF BUILDING &.. ,'LAN.NLNG
1026'ST BROADWAY AVENUESPOKANE, WA 99260=0050
Site Information
Project Information
Sits Address: 14201 E QUEEN AVE
Parcel Number: 46353.5201
Subdivision: RANGE
Biotic Lot: 1
Zoning: UNK Unknown
Owner: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
Building Inspector:
Water Dist:
Project Number: 07008541 Inv: 1 Issue Date: 12/26/2007
Permit Use: SEWER CONNECTION - HUNTERS RUN
Applicant: DOUGLASS, HARLEY C INC
8510 N CRESTLINE ST
SPOKANE, WA. 99217-7718
Contact: DOUGLASS, HARLEY C INC
8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
Phone: (509) 487.9792
Phone: (509) 487-9792
Setbacks - Front: Left: Right: Rear:
Group Name:
Project Name:
Permits
,ewer Connection Peron(
Contractor: M & L CONSTRUCTION
License Ni MLCONI'063N9
SEWER CONNECTION I 345.00 PROCESSINO FEE
1 $15.00
Total Permit Fee: 5100.00
FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8 30-5:00 MONDAY -FRIDAY PRIOR TO
COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL
INSPECTION FEES APPLY AFTER 30 MINUTES.
THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND
MAY BE REQUIRED 70 PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE
ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION.
SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE
AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR
GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE.
THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME.
BOTH STATE LAW RC W 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO
OWNERS OF UNDERGROUND FACILITIES.
CALL 1.800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE
REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF .LABOR & INDUSTRIES,
INCLUDING THOSE RELATED TO TRENCH SAFETY.
Payment Summary
Total Fees AItilagd 0wlnQ
5100.00 5100,00 50.00
Ian j)ate
12/26/2007
Processed By: DOMPIER, DAWN
Printed By: HINTZ, FAITH Page 1 of 1
APR 01 2008 12:57
Aecei i1 pavment Amt
7301 $100.00
PERMIT
5094871580 PAGE.01
TAS technical Assistance Services
Garden Court Building, 222 W. Mission Avenue, Suite 235, Spokane, WA 99201 (509) 325-4476 FAX (509) 325-4587
/3SD Iaisec
Project: Single Family Residence ("1350 Split")
Total Area: 2132 sq.ft.
Address:
Contractor/Phone: Harley C. Douglass, Inc./ 487-9792
Heating Type: Gas
PROJECT COMPLIES with TABLE 5-1/ TARGET COMPONENT VALUES FOR
GROUP R OCCUPANCY, 2000 Washington State Energy Code --07/01/02
Amendments.
ALLOWABLE HEAT LOSS (Btu/h/deg.F)
Glazing: 15% 2132 sg.ft.= 319.8 @ U .40 = 127.9
Doors: 40 sq.ft. @ U .20 8.0
Ceiling (Attic): 1286 sq.ft. R38 @ .031 = 39.9
Walls (2438 gross sq.ft.): 2078 sq.ft. R19 @ .062 = 128.8
Floor: 436 sq.ft. R30 @ U .029 = 12.6
Slab: 136 1.f. @ .54 f -value = 73.4
TOTAL UA ALLOWABLE 390.6
PROPOSED HEAT LOSS (Btu/h/deg.F)
Glazing (10.4%): 180.8 sq.ft.Vinyl @ .50 U* = 90.4
42 sq.ft. Patio w/low-E @ .35 U* = 14.7
Doors: 40 sq.ft. mtl insul Panel @ .17 U = 6.8
Ceiling: 882 sq.ft. 6:12/3:12 R38 STD @ .031 U = 2.7.3
404 sq.ft. 6:12 R38 STD @ .029 U = 11.7
Walls: 433 sq.ft. R19 INT horiz. siding @ .058 U = 25.1
1743 sq.ft. R19 INT T1-11 @ .061 U = 106.3
Floor: 436 sq.ft. R30 @ .029 U = 12.6
Slab: 136 1.f.R10 vert w/ 1/2" exp.joint @.68 f -value = 92.5
* Window Products NFRC values
TOTAL PROPOSED HEAT LOSS = 387.4
387.4 Btu/h < 390.6 Btu/h -- Project complies w/ Table 5.1
Edward R. Field
Technical 'ssistance Services
R602.10.6.2 Alternate braced wall panel adjacent to a
door or window opening. Alternate braced wall panels
constructed in accordance with one of the following pro-
visions are also permitted to replace each 4 feet (1219
mm) of braced wall panel as required by Section
R602.10.4 for use adjacent to a window or door opening
with a full-length header:
1. In one-story buildings, each panel shall have a
length of not less than 16 inches (406 mm) and a
height of not more than 10 feet (3048 mm). Each
panel shall be sheathed on one face with a single
layer of 3/8 -inch -minimum -thickness (10 mm)
wood structural panel sheathing nailed with 8d
common or galvanized box nails in accordance
with Figure R602.10.6.2. The wood structural
panel sheathing shall extend up over the solid sawn
or glued -laminated header and shall be nailed in
accordance with Figure R602.10.6.2. Use of a
built-up header consisting of at least two 2 x 12s
and fastened in accordance with Table R602.3(1)
shall be permitted. A spacer, if used, shall be
placed on the side of the built-up beam opposite
the wood structural panel sheathing. The header
shall extend between the inside faces of the first
MAX.
HEIGHT
10'
•
••
1`
full-length outer studs of each panel. The clear
span of the header between the inner studs of each
panel shall be not less than 6 feet (1829 mm) and
not more than 18 feet (5486 mm) in length. A strap
with an uplift capacity of not less than 1000
pounds (4448 N) shall fasten the header to the side
of the inner studs opposite the sheathing. One
anchor bolt not less than 5/8 -inch -diameter (16
mm) and installed in accordance with Section
R403.1.6 shall be installed in the center of each sill
plate. The studs at each end of the panel shall have
a tie -down device fastened to the foundation with
an uplift capacity of not less than 4,200 pounds
(18 683 N).
Where a panel is located on one side of the open-
ing, the header shall extend between the inside face
of the first full-length stud of the panel and the bear-
ing studs at the other end of the opening. A strap
with an uplift capacity of not less than 1000 pounds
(4448 N) shall fasten the header to the bearing
studs. The bearing studs shall also have a tie -down
device fastened to the foundation with an uplift
capacity of not less than 1000 pounds (4448 N).
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MIN. 3" X 11.25" NET HEADER
•
.,I ,}0"." 6' TO 18'
• •� ;; FASTEN TOP PLATE TO HEADER WITH TWO
4iROWS OF 16D SINKER NAILS AT 3" O.C. TYP.
•
1000 LB STRAP OPPOSITE SHEATHING
1000 LB
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
•II•�/ MIN. WIDTH = 16" FOR ONE STORY STRUCTURES
ii,- MMI. WIDTH= 24" FOR USE IN THE FIRST OF TWO
STORY STRUCTURES
MIN. 2x4 FRAMING
v,•
3/8' MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
•
•
MIN.
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R602.10.6.2 "or,' cHog (3G .r 1J
RE EsAft T-c9P 8O'rTOM OFFO6taJ.Any%'
Z 1.
#i4
LL
The tie -down devices shall be an embedded -
strap type, installed in accordance with the manu-
facturer's recommendations. The panels shall be
supported directly on a foundation which is con-
tinuous across the entire length of the braced wall
line. The foundation shall be reinforced with not
less than one No. 4 bar top and bottom.
Where the continuous foundation is required to
have a depth greater than 12 inches (305 mm), a
minimum 12 -inch -by -12 -inch (305 mm by 305
mm) continuous footing or turned down slab edge
is permitted at door openings in the braced wall
line. This continuous footing or turned down slab
edge shall be reinforced with not less than one No.
4 bar top and bottom. This reinforcement shall be
lapped not less than 15 inches (381 mm) with the
reinforcement required in the continuous founda-
tion located directly under the braced wall line.
2. In-th-story of two-story buildings, each wall
panel shall be braced in accordance with Item 1
above, except that each panel shall have a length of
not less than 24 inches (610 mm).
TYPICAL PORTAL
FRAME Li
CONSTRUCTION
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24" OF MID -
HEIGHT. ONE ROW OF
TYP. SHEATHING -TO -
FRAMING NAILING IS
REQUIRED.
IF 2X4 BLOCKING IS
USED, THE 2X4'S MUST
BE NAILED TOGETHER
WITH 316D SINKERS
MIN. 1000 LB
TIE DOWN
DEVICE
•
•
•
(- 3
.1
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
16d NAIL AT 12 IN. O.C.
8d NAIL AT 6 IN. O.C.
(ALL PANEL EDGES)
16d NAIL AT 12 IN.O.C.
For SI: 1 inch = 25.4 mm.
Gypsum board nails deleted for clarity.
ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
/ ACCORDANCE WITH CHAPTER 7
8d NAIL AT 12 IN.O.C.ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(a} OUTSIDE CORNER DETAIL
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
/ ACCORDANCE WITH CHAPTER 7 (INTERIOR)
t
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
8d NAIL AT 6 IN. O.C. ALL FRAMING
MEMBERS AT PANEL EDGES AND 12 IN,
O.C. ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
(b) INSIDE CORNER DETAIL
FIGURE R602.10.5
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL
PANEL SHEATHING; SHOWING REQUIRED STUD -TO -STUD NAILING
1
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008
1-1/4" to 2" maximum
I4I
Nosing
of rrea.
34"-38"
Triangular. area formed by tread,
riser and guardrail so that 6 in •
sphere can not pass through
Handrail
Return ends to wall, or
terminate at newel' post
6' 8"
minimum
34" — 38"
intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
REQUIRED WIDTH OFRUNSHALL
BE PR.O VIDED INTH IS LOCATION
(SECTION 1003.3.3.8.2)
6 -MIN.
.�� "+ ' NOTE: HANDRAILS NOT
SHOWN FOR CLARITY
REQUIRED WIDTH OFRUNSHALL
BE PROVIDED INTHIS LOCATION
ECTION 1003.3.3.8i)
111 NOTE: HANDRAILS
NOT SHOWN FOR CLARrr
' -6 MIN
LIMITATION: APPLIES TO R-3 OCCUPANCY • (SECTION 1003.3.3.81)
AND PRIVATE STAIRWAY'S IN R-1 OCCUPANCY
STAIRWAY WIDTH
PLAN VIEW
WINDING STAIRWAY
STTREADWIDTN
GHTWITFOTIANT
•FSTAIBS SHALL
)THESM.kLLLES7
f-1AN3/8 INCH
)N1003.2.33)
ss�R
QF
,��.
PLAN VIEW
CIRCULAR STAIRWAY
WALL
PLAN VIEW
ALTERNATE USE OF WINDERS
MAXIMUI,! 914 -INCH
RISE BETWEEN TREADS
,-Trp 71?MIN.
N
/
0116601
COLUMN �L4
CENTER SUPPORT
LIMITATIONS:
1. ONLY APPLIES TO R.3 OCCUPANCY
AND PRIVATE STAIRWAYS IN
R-1 OCCUPANCIES.
2. LIMITED TO SERVING AS EXIT
FOR 400 SOUARE FEET MAXIMUM.
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
1
1
1
Width (36" minimum
Rist (41' minimum -,M"' maximum)
Run (minimum)
1 The greatest riser hcight within any flight of
stairs shall not cxcccd thc samllcst by more
than 3/8". Stair trcads shall bc of uniform sizc
and shape, except thc largest tread run within
any flight of stairs shall not exceed the smallest
by morc than 3/8 inch.
Handrails
1
1'4"
One rcquircd (two rcquircd if stair is opcn on
sidcs) if there arc four or morc risers.
1 Height (34" to 38" abovc nosing of trcads).
1 Projection (1-1/2 bctwccn handrail and wall).
1 Handrails shall bc continuous the full length
of the stairs. Ends shall be returned or shall
terminate in ncwcl posts or safety terminals.
Guardrails
1 R.cquircd if 30" or morc abovc grade.
1 Hcight (36" high at landings - handrail hcight
atstcps).
1 Opcnings (small cnough that a 4" diameter
sphere can not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL
1'h
MIN
1'
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
• THE -CONTINUOUS' TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
1-1/4'Tor 1'h-
' MIN.
1-1/4' TO r
I(1
NOTACCEPTABLE
1-1/r i'I
Tor. MIN
3'h' MAX.
NOT ACCEPTABLE
rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
• detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or
he appropriate division or staff.
Decking
t on center.
rom edge of
o center of
be 1-t/r"
)mum
36"
3' 0" maximum
3..3" maximum clear
•W/Iv
Oilier if/A
(9,2-)0Z blot
2X,re4P, to
Z fe e24
If greater then 4'-0"
provide • min. of
4x4 braces at poll -
Io -beam connections
(Maximum Post
Height shall not be
MOUS than 10 feet)
Post
e1a1 basecap
1" min. above concrete or
provide treated wood
8• min
I r
fn minimum if covered 12'; minf-
.1.1..-..1:
Natural Grade
.44— 7' min to daylight
Minimum 2000 psi
footing
3" minimum
12rr
Post
36•'
minimum
Decking
H greeter than 4'-0"
provide a min. of
4x4 braces al pest-
le -beam connections
(Maximum Post
Heigh shall not be
mote (hm 10 feel)
Et 'dialing Dwelling
.M!-✓
zX-Z €96t%e'f
1— ledger allacluneM must be bolted Through
Post & Beam Connection detail (interior condition)
Post Cap installed per manufacturer'■ instruction
elal besecap
rc 1" min. above concrete or
�,.,�� provide treated wood4w CI
4a JUji
2000 psi concrete (minimum
3" minimum
Natural Grade
18" min.
tee(4x4)
bred
�(t q Deem
10" min. (4x4)
Knee brace
Two 1/2•' diameter lag
bolts top and bottom typical
6" minimum
� 24" minimum if covered
til
12" minimum
17"
24" man. _
Overhang
r
fiffi
Post & Beale Commotion detail
est cap installed per manufacturer's instruction
1 -.11 -(nee
18" min.
t"1- (4n4) -11
Knee brace
'';QoIdbi •1"rV �'I r•am
18" min. (4x4)
Kneebrace
Two 1/2" diameter lag
bolls top end bollen. Ipmicel
FULL 36 IN. MIN GUARD
HEIGHT PER SECT.
R316.1 AT LANDING
41N. SPHERE CANNOT
PASSTHROUGH
34 IN. MIN GL ARD HEIGHT PER SECT. 11316.
130 IN. MAX FOR HANDRAIL PER SECT. R315.1
N
6•IN. SPHERE CANNOT
PASSTHROUGH
NOTE: OBTAINED
NTII OF IED WITHIN IIIE WITEST
PORT10N OF %IN. HANDRAIL
TYPE 111W10RAIL-
0111E11 SHAPES Yell ALPO WORK
I WTD run_ wmlCINL uIAR 1,1 IN.
PRO11015 EOUND DIAMETER OfI
OMSPAEILIIY
TYPE I HA}IDMIL
M 9T PROVIDE •IEOUIVVALE lMR
DIMMING 6URFACE TO THE
SPECIFIED CIRCULAR CROSS
EMOTIONS
NONCIRCULAR HANDRAIL
OPEN RISER PERMIT TED -4 IN.
SPHERE WILL NOT PASS
THROUGH 011 WHERE HEIGHT OF
STAIR 1S LESS THAN 30 INCHES
1
MAX. RISE
73(4 IN.
10 IN.
MIN RUN•
VARIATION OF RISER HEIGHTS
OR TREAD DEPTHS SHALL
NOT EXCEED PIs IN.
4,
FIN. DECK EXTENTS
TO BE DETERMANED BY
OWNER/BUILDER
6
FINISHED ROOFING
- MATERIAL PER OWNER
/ BUILDER SPECS.
--LINE OF WALL-,
BEHIND
•
FINISHED SIDING
MATERIAL PER
OWNERIBUILDER
SPECS.
6" WDW OR CORNER
TRIM BDS
SLOPE GRADE TO
ALLOW FOR GARAGE -
AS REQ'D.
LEFT HLEVATION
SCALE: 1/8"=1'-0"
12
6
r
re ,
iiiii. ri
..a.,,11 I 111
..._
t
a
7===agralarrA
0"
774!!Q.C. MAX
G
DBL. PL.
k -
Fn
REAR ItLEVATION
SCALE: 1/4"= 1'41"
LOUVER13D GABLE
VENT
FINISHE ROOFING ---------
----- MA IERIAL PER OWNER
/ BUILDEV. SPECS.
8" FREF7f,
BOARD BELOW
SOFFIT LANE
LINE bE WALL
BEHIND ,
riG
FIN. FL
DBL. P
36" Mal
—FIN. WD
RAIL
EVERY MORT HAS
BEEN MADE TO IN-
SURE THE ACCURACY
OF THESE DRAWINGS
HY HOME VISIONS
DRAFTING &DESIGNS,
HOWEVER:
TEM CONTRACTOR
SHALL CHECK &
VERIFY ALL
DIMENSIONS
PRIOR TO
CONSTRUCTION.
4,
AIL THEARDESIGNS,
ARRANGMENTE
DRAWINGS & PLANS
SET FORTH ON
MIS SHEET ARE TIM
ORIGINAL WORK,
PRODUCT OR OWNEDBY
AND ARE THE PROPERTY
MIAOW VISIONS
DRAFTING & DESIGN.
• irai ',a
---- MATERIAL PER
FtiCasH-Ell SIDING -------LS"
owNERjauff.,DER ..
SPECS; • ' -
6" WDW QR CORNER
TRIM BDS,
RIGHT ELEVATION
SQAL: y8" -J' -a"
VENEER
FRONT ELEVATION
•
Varar•••••••••
simpimspiriipm
•
, BOTTOM OF FOOTING
TO BE BELOW FROST
SCALE: 1/4"=1]-0"
LINE ,
EXCLUSIVE PROPERTY OF:
HARLEY DOUGLASS
CONSTRUCTION
I 1
cq
'$.6 0 -13raceWWalkPanel:mina481in:- 96 in.
R602.10.6.1 Alternate Brace Wall Panel min.28in
R602.10.6.2 Alternate Brace Wall Panel min.l6in
Engineered Shear Wall Bracing
.-42in.
.-24in. t,1
X t Z
DECK EXTENTS TO
BE DETERMAINED
BY QWNER/BUILDER
imp1—L_ 14-X40't-C) 2)cro
PARTIAL KITCHEN PLAN
SCALE: 1/4"=1'-0"
1
RIE
36'-0"
25'-0"
5'-6"
5'-6"
v�( F�Etkik4 Fol
6'0" x 6'8 ' SLIDER
3'-6"
31_311
13'-9"
31_311 31..911
5'-6"
1 1'-3"
o
oo
BET OW
2FIXED 4FIXED 2FIXED
b ECJ 02
L • 1 ALCL
SLIDER
cv
N Cr
,
,
. --I
"
€A1 Cs- tN ESL t
1•
.
"aprer.
_
P _-. -=moi
RC u`
20
DINING
ROOM
A5 J
11 11- ,
GREAT
ROOM
` BEDROOM G
12" EATING
y410111, -.-11611i.
FIXED
4,0" CIRCLE
i �TBP� i i
IAFETY GLASS
f 2a6 1(
BAR1
)
'mo
DISH-
- -
(-12"
12!-9"
P 3'-6" 2'-6„' 5,_311 /
N
WASHER
' i
`
24” DP BASE CABS.
I
I
DP U.H.
-i )
1'
_ 4
CA>3S,
00
0 B IF
Co P4
In
LIN.
41.!
Tr T ,..1
KITCHEN:51
�-1�
FA
`�
0
PL & SHLF
oma I
T-0"
kUa
QW
\
6
COMBO WT�
HOOD VENT
1 `
JMQO
�'r`nn
1
LAV.
2\
QF
5'0"
T&
ABOVE
VANITY
i
o
REFER
1
G_r
o
3HALFGH
am
&
m
6A
-
oil
i0
--
---
I r .
N-<
WALL
7
x
U a
l /
'
41
9
1
1 LAV.
.i
'1
»T2I1
PL&S
S
)L & SHLF
(
8O
42"x48"- 26
v
-
/ O
SHWR „
11-6 -\
3
4'-6
` ENTRY
;' cA BED
vacn
0
MST,. BEDS
1cnFm
R14
ii�
LINE OF'
\
d
CARRIER TRUSS
,;"�.
'
-"
;�
�ii.-
1 -`- i.-•. `= u`17
1
',:.
v1
BELOW
4
0:1:':.,
` :1X�AT L
_••
' '
ABOVE'
:
30
�ASMN�
x50
i�R'D TRUSSES @24" O.C.
r —
— --I
'.::;—�
t.
b
,
es—(I:
o
'
<V
15 0 x 4 0
6 CASIVQNT
BENCH
SEAT
a'0"
TRANSOM
x 210'j
2'0"
SAFE
4'0"
ASS
2'-9"
41_3„
4'-0"
• 8,_3„
3'-6"
3'-6"
31-3" 3'-6
Sq BOXED
OUT WD COLS.
S LEP DWN
TO GRADE
8'-3"
31-0"
11'-0"
7,-0„
6' 9"
11'-3"
18'-0"
181-0"
36'-0"
MAIN FLOOR PLAN
SCALE: 1/4"=l'-0"
EVERT EFFORT HAS
BOW MADE TOM -
SURE YEEACCURACY
OF mESE DRAWINGS
BYEOME VISIONS
DRAFTING &DBSIGNS,
BOWEVER
THE CONIRACrOR
MALL CHECK &
VERIFY ALL
DIMENSIONS
PRIORY°
CONSTRUCTION.
ALT.IDFAS,DESIGNS,
D AAAWWINNNGSS &PLANS
SEF FORTH ON
THIS SHEET ARE THE
ORIGINAL WORK,
PRODUCT OF, OWNED BY,
AND &RETHEPROPERTY
OF HOME VISIONS
DRAFfNG &DESIGN.
wO0
N
DRAWN BY:
REY
DATE:
SEPT. 2000
SCALE:
1/4"=1'-0"
JOB NO:
2000-15
SHEET
A2
OF5 sus
EMERGENCY EGRESS REQUIREMENTS
FROM SLUMS 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 FLOOR
5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
THF HSE 01 nkvS OR TOOLS
SMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER F ONE
ALARM, WILL ACTIVATTHE TEV ALL NAOLARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 240 & ON EACH FLOOR)
�y AUST FANS
FM kitchen
50 C'bathrooms.
& lamxi y "VeA ev.-3
7€K icSYL02
IWashington State Ventilation
and Indoor Air Quality Code
requires a source specific and
Iwhole house ventilation system
e
a6D210.4 Brace Wall Panel=min 48<ih.- 96 in.
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
RACSIzerfi"ItektiateABrrsr2 n ;n•. it'x'�3.i;`��lii s• `a.
Engineered Shear Wall Bracing
EXTENTS OF DECK
TO BE DE I•ERMANED
BYOWNERBUILDER
0
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PROVIDE 2x4 WD
FURRING @ 16"
O.C. W/ R-19
INSUL. BETWEEN
6" FNDN WALL I
OVER 12"x6"
CONT. FTG.'\
Minimum 11 " x " x 10"
thickened concrete pad w/o
continuous footing for Girder
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38'-0"
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FOUNDATION PLAN
WATER
THEATER.
FLR. DR.
-FURNACE
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SCALE: 1/4"=l'-0"
iV
EVERY EFFORT HAS
BEEN MADE TOIN-
SORE TEE ACCURACY
OF THESE DRAWINGS
BY HOME VISIONS
DRAFTING &DESIGNS,
HOWEVER:
THE CONTRACTOR
SHALL CenCK&
VERIFY ALL
DIMENSIONS
PRIORTO
CONSTRUCTION.
ALL JBEAS,DESIGNS,
ARRANGMENIS,
DRAWINGS & PLANS
SECT FORTE ON
TINS MIST ARE TIM
ORIGINAL WORK,
PRODUCT OP, OWNED EY,
AND ARE a DE PROPERTY'
OP HOME VISIONS
DRAFIINO&DESIGN.
1
4,
DRAWNBY-
REY
DATE:
SEPT.:2000
SCALE:
1/4"=1'-0"
JOB/40:
2000-15
SHEET
A3
oP 5 =ors
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.
Radon Mitigation System
required with 6 mil
Vapor Barrier
CONCRETE TO COMPIYIT0 IRC TAB11.E 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
iALL FOOTING'S MUST BE CONTINUOUS
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING :WALLS AN G SHEARWALLS
PROVIDE DOUBLEJOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS (MIN)TO FOUNDATION
UNDER ALL HP AND GIRDERTRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
WC 508.2 - Water heaters require anchoring or
Trapping at upper and lower one third points to prevent
iorizontal displacement during earthquakes. Strapping
:hall be a minimum of 4 inches above controls.
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GENERAL NOTES
1. All construction to be in accordance with 2003 IRC, local,
and state building code requirements.
2. The builder shall verify all dimensions and conditions on
drawings and shall be responsible for all adjustments and
corrections made to the drawings in the field.
3. Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractors shall verify
and be responsible for all dimensions and conditions on the
job and this office must be notified of any variations from the
dimensions and conditions on these drawings.
FRAMING
1. Use 4" tongue and groove plywood subfloor nailed or
screwed and glued, or as specified on drawings. See Table
R503.2.1.1(1&2).
2. All joists or beams framing into beams, headers, or
girders shall be supported with "U" type Simpson (or equal)
beam hangers. All post/beam connections to be made with
approved connectors where it is required.
3. Provide solid blocking between joists
4. All plywood to be standard grades with exterior glue.
Plywood nailing to be 8d common at 6" O.C. at edges and 12"
O.C. at intermediate bearings. Install 2" roof sheathing and 4"
floor sheathing with the face grain perpendicular to supports.
5. All exterior doors or doors to unheated spaces to be solid
core and weatherstriooed.
6. Doors between the garage and residence shall be 1 e" thick
solid wood, solid or honeycomb core steel, or 20 minute
fire -rated (Sect. R309.1).
7. Minimum ceiling height in habitable rooms & kitchens to be
7'0". Halls, bathrooms, stairwells, and toilet compartments can
be reduced to 6'8".
8. All joists parallel to partitions over and headers are to be
doubled.
9. Install Simpson H-2.5 tiedowns (or equal) at each rafter
tail.
10. Foundation cripple studs shall not be less in size than the
studding for an additional story. Foundation studs of bearing
walls and partitions shall be thoroughly and effectively braced.
11. F', u easi;*iir s u fl q a n, shall be installed to cut of
all concealed draft openings (bot vertical and horizontal) and
shall form an effective barrier between floors, between a top
story and a roof or attic space, and shall subdivide attic
spaces, concealed roof spaces and floor -ceiling assemblies.
12. Provide 22"x30" access hatch to building attic areas. A
minimum of 30" head clearance is required.
13. Unless otherwise specified, use dougtas-fir larch no. 2 or
better.
14. On decks and porches, ledger board shall be lag bolted to
solid wood with min. 2" bolts @ 16" o.c., 2 per stud.
15. Asphalt -saturated felt free from holes and breaks,
weighing not less than 14 lbs. per 100 sq.ft. and complying
with ASTM D 226 or other approved weather -resistant material
shall be applied over studs or sheathing of all exterior walls as
required by Table R703.4. Such felt or material shall be
applied horizontally, with the upper layer lapped over the lower
layer not less than 2". Where joints occur, felt shall be lapped
not less than 6".
NOTES AND SPECIFICATIONS
FOUNDATION & CONCRETE _ DRYWALL
Minimum concrete compressive strength to be 1 0et.S.F.
All foundation walls to comply with IRC section R404.1.1-2.
1. All footings to bear on firm undisturbed soil. All footings to
extend below frost line (verify requirement with local building
department). Foundations supporting wood to extend at least
6" above adjacent grade.
2. Section R401.2 of the 2003 IRC requires that foundation
construction shall be capable of accommodating all loads
according to Section R301 and of transmitting the resulting
loads to the supporting soil. Fill soils that support footings and
foundations shall be designed, installed and tested in
accordance with accepted engineering practice. Gravel fill
used as footings for wood and precast concrete foundations
shall comply with Section R403.
3. The grade away from foundation walls shall fall a minimum
of 6 inches within the first 10 feet. Exception: Where lot lines,
walls, slopes or other physical barriers prohibit 6 inches of fall
within 10 feet, drains or swales shall be provided to ensure
drainage away from the structure. Section R401.3 of the 2003
IRC requires that surface drainage shall be diverted to a storm
sewer conveyance or other approved point of collection so as
not to create a hazard. Lots shall be graded so as to drain
surface water away from foundation walls.
4. Section R401.4 of the 2003 IRC requires that in areas
likely to have expansive, compressible, shifting or other
unknown soil characteristics, the building official shall
determine whether to require a soil test to determine the soil's
characteristics at a particular location. This test shall be made
by an appro ed agency using an approved method.
5.
Fastners for pressure -treated wood shall be of
hot dipped galvanized steel.
6. Fill underground supported slab with 4" well compacted
sand or gravel. Provide keyed control joints in slabs on grade
@ 25' on center and 2" tooled joints @ 5' on center in exterior
slabs on walks.
7. Provide 6 mil. poly banier over crawl grade.
8. Maintain 18" top of grade to bottom ofjoists. (12" min.
below girders) at crawl grade.
9. Wood in direct contact with concrete or masonry to be
pressure treated.
10. Vent crawl areas with net area of not less than 1 sq. ft. for
each 150 sq. ft..of under floor area. Locate openings close to
corners to provide cross ventilation and cover with corrosion
resistant wire mesh.
11. Beam pockets to have Z" clear air space around beam
sides and ends. Girders supported on concrete or masonry to
have not less than 3" bearings.
12. Provide crawl access of at least 18"x24" located in easily
accessible area.
13. Apply damp -proofing to below ground foundation or
masonry walls before backfilling.
14. Columns (including in the crawlspace) shall be anchored
at the base to prevent lateral displacement. Posts require
positive connection at bottom end (IRC 407.3).
15. Garage floor surfaces shall be sloped to a drain or toward
the main vehicle entry (Sect. R309.3).
FOUNDATION STEEL
1. Verify with Local Building Department requirements for
soil types and soil bearing pressures for determination of steel
in foundations and footings per I.R.C.
404.1.1(1) - 404.1.4.1.1(4).
1. The 2003 IRC section 309.2 states that the garage shall be
separated from the residence and its attic area by not less than
ttct� plied to the garage side. Garages beneath
ha.i a. e rooms shall be separated from all habitable rooms
above by not less tha r' t b:2? .W.B. or equivalent.
Where the separation is a floor -ceiling assembly, the structure
supporting the separation shall also be protected by not less
than 1' G.W.B. or equivalent. Enclosed accessible space under
stairs shall be protected on the enclosed side with 2" G.W.B.
(R311.2.2).
2. Single -ply application. All edges and ends of gypsum
wallboard shall occur on the framing members, except those
edges and ends which are perpendicular to the framing
members. All edges and ends of gypsum wallboard shall be in
moderate contact except in concealed spaces where
fire-resistant construction or diaphragm action is not required.
3. Fasteners shall be spaced not less than e" from edges and
ends of gypsum wallboard. Fasteners at the top and bottom
plates of vertical assemblies, or the edges and ends of
horizontal assemblies perpendicular to supports, and at the
wall line, may be omitted except on shear -resisting elements
or fire-resistant assemblies. Fasteners shall be applied in such
a manner as not to fracture the face paper with the fastener
head.
VENTILATION
1. Section 303.1 of the 2003 IRC states that the minimum
openabte area from a habitable room to the outdoors shall be
4% of the total floor area of the room.
2. A net ventilation area of not less than 1 sq. ft. for each 150
sq. ft. of underfloor space shall be provided (R408.2).
3. All penetrations (plate junctions, around windows & doors,
any openings through envelope) shall be air sealed.
4. Vapor diffusion retarder can be polyethylene, low perm
paint, or face stapling with a perm rating of 1 or less, and shall
be located between conditioned and unconditioned spaces.
5. Exhaust fans:
Bathrooms shall have a minimum 50 CFM fan and kitchens a
minimum 100 CFM fan. Both shall be vented to exterior with
smooth duct and equipped with back -draft damper. Ducts shall
be of metal and shall have smooth interior surfaces. Kitchen
fan shall have a separate termination point.
Whole house exhaust fans are recommended, at 80 CFM
minimum on programmable timer set to run twice a day for 30
minutes each or equivalent. Such fan shall have a zone rating
of 1.5 or less and shall be equipped with a back -draft damper.
6. Recommended supply of fresh air is 10 CFM per bedroom
plus 10 CFM for living areas via window vents, or through a 6"
connection to the return air plenum of the fumace.
GLAZING
All glazing within 18" of floor or within 12" of door to be
tempered glass or protected by means of a solid barrier railing
36" from floor.
Sliding glass doors to be tempered glass.
Glazing in locations subject to human impact such as glass
doors; glazing immediately adjacent to such doors; glazing
adjacent to any surface normally used as walking surface;
sliding glass door units, including fixed glass panels which are
part of such units; shower doors; tub enclosures; and storm
doors shall be of safety glazing materials. Safety glazing
materials are those so constructed, treated or combined with
other materials as to minimize the likelihood of cutting and
piercing injuries resulting from human contact with this glazing
material and include such materials as laminated glass,
tempered glass, wired glass and safety plastic (Section R 308).
STAIRS
1. A minimum headroom clearance for stairways of not less
than 6'8" shall be provided (Sect. R311.5.2).
2. The maximum riser height shall be 7 4" and the minimum
tread depth shall be 10". The largest tread run and the greatest
riser height within any flight of stairs shall not exceed the
smallest by more than 3/8 inch (8311.5.8 IRC). The profile of
treads and risers shall confoml to section R311.5.3.3.
3. Stairways shall have a minimum clear width of 36" above
the permitted handrail height. Stairways shall have a minimum
clear width of 31.5" at and below the handrail where only one
handrail is provided, or 27" where handrails are provided on
both sides (R311.5.1).
4. All stairways, both interior and exterior, shall be provided
with illumination, including landings and treads (R303.6).
5. There shall be a floor or landing at the top and bottom of
each stairway (except at the top of an interior stairway provided
no door swings over the stairs). A flight of stairs shall not have
a vertical rise greater than 12'0" between floor levels or
landings. The width of each landing shall not be less than the
stairway served. (R311.5.4)
6. Winders shall comply with section'R311.5.8. Winders in
residences may be used if the required width of run is provided
at a point not more than 12" from the side of the stairway
where the treads are narrower, but in no case shall any width
of run be less than 6 inches at any point.
7. Nosing of not less than 4" but not more than 14" shall be
provided on stairways with solid risers: Beveling of nosing shall
not exceed?. Open risers are permitted, provided that the
opening between treads does not permit the passage of a 4"
diameter sphere.
GUARD/HAND RAILS
1. All unenclosed floor and roof openings, open and glazed
sides of landings, stairwells, and ramps, balconies or porches
which are more than 30 inches above grade, or the floor below,
and roofs used for other than service of building shall be
protected by a guardrail.
2. Handrails shall not be less than 36 inches in height, except
on stairways where they may be 34 to 38 inches. Open
handrails and stair railings shall be continuous the full length of
the stairs, have ends which are returned, rounded, or bent, and
shall have intermediate rails or an omamental pattern such
that a sphere 4 inches in diameter cannot pass through. (Sec.
R311). Stairways shall have at least one handrail, and
handrails shall be installed on open sides of stairways.
3. Handrails projecting from a wall shall have a space of not
less than 1 Z" between the wall and the handrail. Handrail
cross-sections shall comply with IRC Sect. 8311.5.6.3.
Handrails with a circular cross-section shall have an outside
diameter of at least 1 4" and not greater than 2".
4. Guardrails 36" in height shall be provided where porches,
balconies, or raised floor surfaces are greater than 30" above
the floor or grade below (Sect. R312).
INSULATION
Slab on grade foundation insulation shall be R-10 to a point
24" vertical or horizontal at exterior wall.
Cut batt. insulation 2" to 4" wider/ longer than actual
dimension to insure snug fit without voids.
Kraft -faced or foam plastic insulation cannot be left exposed.
EMERGENCY EXITS
1. Basements with habitable space and every sleeping room
shall have at least one operable window or exterior door
conforming to Section R310. I for emergency escape or rescue.
The egress units shall be operable from the inside to provide a
full clear
opening
without the use f
P
s o separate ate tools. If a
basement is to be used as habitable space, it must meet the
min requirements for light, ventilation, and egress.
2. Minimum opening area for all emergency escape and
rescue openings shall be 5.7 sq. ft. (Exception: grade floor
openings shall have a minimum net clear opening of 5.0 sq.ft.)
The minimum height dimension shall be 24 inches. The
minimum width dimension shall be 20 inches. Where windows
are provided as a means of egress or rescue they shall have a
finished sill height not more than 44 inches above the floor.
(Sec R310.1.1)
3. An exterior exit door that does not pass through the garage
must be provided. The door must be side -hinged, and not less
than 3'0" wide & 6'8" high (Section R3I 1.4 & R311.1).
4. At least one exit door shall be required for each dwelling.
There shall be a floor or landing on each side of each exterior
door except at the exterior side of doors, other than the primary
exit door, served by two or fewer risers (Sect. R311.4.3).
5. Landings shall be at least as wide as the door or stairway
served and shall have a minimum dimension in the direction of
travel of 36" (Sect. R311.4.3).
Dwelling units shall be provided with approved smoke
detectors. A detector shall be installed in each sleeping room
and at a point centrally located in the corridor or area giving
access to each separate sleeping area.
ROOFING/CEILING
CONSTRUCTION
I. Asphalt shingles shall be installed according to
manufacturer's specifications over approved Z" plywood or OSB
sheathed roofs. Two layers of underlayment cemented
together or of a self -adhering polymer modified bitumen sheet
shall be used in lieu of normal underlayment. it shall extend
from the eave's edge to a point at least 24" inside the exterior
wall line of the building.
2. Shingles shall not be installed on roof pitches less than
3:12. Shingles can be installed on pitches as low as 2:12 if two
layers of type 15 felt are applied shingle fashion.
3. Wood shingles and shakes for roofs shall bear the label of
an approved inspection bureau or agency.
4. Shakes shall be laid with not less than 18 inch wide of type
30 felt shingled between each course and not exposed to
weather.
5. Enclosed attics and enclosed rafter spaces shall be
ventilated in accordance with Section R806.1, R806.2, and
R806.3. Venting ratios: 1 to 150 for cave or rooftop only
ventilators, 1 to 300 for combination of cave and rooftop
ventilators.
6. Crickets and saddles shall be provided on the ridge side of
any chimney greater than 30" wide (Sect. R905.2.8.3).
FLASHING/WALL
COVERINGS
1. Exterior walls shall provide the building with a
weather -resistant exterior wall envelope. The exterior wall
envelope shall include flashing as described in Section R703.8.
The exterior wall envelope shall be designed and constructed
in such a manner as to prevent the accumulation of water
within the wall assembly by providing a water -resistive barrier
behind the exterior veneer, as required by Section R703.2.
2. Flashing shall be used at all of the following locations:
1) At the intersection of chimneys or other masonry
construction with frame or stucco walls, with
projecting lips on both sides under stucco copings.
2) Under and at the ends of masonry, wood or metal
copings and sills.
3) Continuously above all projecting wood trim.
4) Where exterior porches, decks or stairs attach to a
wall or floor assembly of wood frame construction.
5) At wall and roof intersections
6) At built-in gutters
3. Weather exposed surfaces shall be provided with a
weather -resistive barrier (building felt or approved material) in
accordance with Sect. R703.7.2.1 and Table R703.4.
4. Exterior stone or masonry veneer shall be supported in
accordance with Sections R703.7.2.1 and R703.7.2.2.
5. Roof valley flashing not less than no. 26 galvanized sheet
gauge corrosion resistant sta
nt metal over
underlayment of type 15
felt extending Xi from center line each way.
I(
FOR A PANEL BRACE (IF NEEDED)
PANEL EDGES SHALL BE BLOCKED,
AND OCCUR WITH IN 24" OF
MID -HEIGHT. ONE ROW OF TYP.
SHEATHING -TO -FRAMING NAILING IS
REQUIRED. IF 2x4 BLOCKING IS USED,
THE 2x4'S MUST BE NAILED
TOGETHER WITH (3) 16d SINKERS
10'-0" MAXIMUM HEIGHT
EXTENT OF HEADER
DESIGN REQUIREMENTS
Table R301.2 (I):
Ground snow load:
39 lbs/sq.ft.
Wind speed (gust):
85 mph/70 fastest
Seismic design category:
ISO 33 C
Weathering:
Severe
Frost line depth:
24"
Termites:
Slight
Decay:
None to slight
Winter design temp:
10° F
Ice shield underlay:
Yes
Flood hazards:
1612.3 IBC, FEMA map
Air freeze index:
1232
Mean annual temp:
47.2° F
LOADING SPECIFICATIONS
Design Loads, Design Category C:
Floor: DL 1511 s.f. + LL 40# s.f. = 55# s.f. total
Roof: DL 15# s.f. + LL 30# s.f. = 45# s.f. total
Stairs: 100 # s.f. total
Decks: 60 # s.f. total
NOTE: Refer to 2003 I.R.C. table R502.3.1&2 and
R502.5.1&2 for allowable unit stresses & consult local
building code agency for allowable local loading conditions.
HEADERS
to 2003 IRC table R502.5(1).
6'-0" TO 18'-0"
1000 Ib STRAP OPPOSITE
SHEATHING
FASTEN TOP PLATE WITH 2
-ROWS OF 16d SINKER NAILS
@ 3" 0.C.-TYP'L
FASTEN SHEATHING TO HEADER
WITH 8d COMMON OR GALVANIZED
BOX NAILS IN 3" GRID PATTERN
- AS SHOWN AND 3" O.C. IN ALL
FRAMING (STUDS, BLOCKING AND
SILLS) TYP'L
WIDTH BASED ON 6:1
HEIGHT -TO -WIDTH
RATIO:
FOR 120" HEIGHT, MIN WIDTH=20"
FOR 96" HEIGHT, MIN WIDTH=16, ETC.
.c -MIN (2)2x4
MIN 2"x2"x3/16"
PLATE WASHER
ANCHOR BOLT
PER CODE
FRONT ELEVATION
SHEATHING
FILLER IF
NEEDED
16d SINKER
NAILS @ 3"
O.C.
X1000 Ib
HEADER STRAP
3/8" MIN.
THICKNESS
WOOD
STRUCTURAL
PANEL
SHEATHING
MIN. 2x4
FRAMING-
TYP'L
SECTION A
PORTAL FRAME BRACING
WITHOUT HOLD-DOWNS
r-,1
/ NOT TO SCALE
/Frrc`AE&oz,/0I6.Z
EVERY EFFORT HAS
BEEN MADE TO IN-
SURE THE ACCURACY
OF THESE DRAWINGS
13Y GALLERY 12
DESIGNS, HOWEVER:
THE CONTRACTOR
SHALL CHECK &
VERIFY ALL
DIMENSIONS
PRIOR TO
CONSTRUCTION.
ALL IDEAS, DESIGNS,
ARRANGMENTS,
DRAWINGS & PLANS
SET FORTH ON
THIS SHEET ARE THE
ORIGINAL WORK,
PRODUCT OF, OWNED BY,
AND ARE THE PROPERTY
OF GALLERY 12 DESIGNS.
er\I
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cnprsizTh
1=2*
1�
1=1O
Cm,
3/4" FLOORING--
FLOOR FRAMING MEMBER -
SEE FRAMING PLANS FOR
SIZE AND SPACING
BEARING
UTALL
SOLIDI=���1�
I [ UJ4LL
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.
•; i
FINISHED
ROOFING MATERIAL
—MFR'D TRUSSES
-_BAFFLE
INSULATION
D
iu(N 1732 gtlr it[[a1G
FINISHED FASCIA BD.
RGOFING MATERIAL
MFR'D TRUSSES %�Zal fiz
,�~BAFFLE Nip ��FINISHED SIDING
R36�
INSULATION -�_
�z"CD
CEILING: %" GWB allowed if
Perpendicular to rafters or trusses
24" oc and no water based texture
used — otherwise 5/8"GWB. - (,l` iP
3/4"
Damp-prQofingrrequired or,
foundation wails from top of
footing to finished grade of
crawl space or basement
i
SFrap
;r—
FASCIA BD.
Water -Resistive
SHEATHING'/ Barrier required
k t N '/dY under siding
WOOD STUD WALL
YZ "GO
R15 it
�.3
INSULATION to CANT'L.
WOOD PONY WALL
M
`P" 1
FOUNDATION WALL
CONCRETE SLAB
FOOTING
(�,K 1 2,
IIIIS�
T��, PON 1�4LL
cle-i
FLOOR SYSTEM
CONC. SLAB
�U-uili '
FOOTING
(P"XI(o"
F,3
`UID. STUD WALL
X2 15 b
INSULATION �1 yt HZ
clip
3/4" FLOORING CEILING: %"
GWB allowed if i
'perpendicular to rafters or trusses
24" oc and no water based texture
used - otherwise 5/8" G WB.
I
i
i
STUD WALL
I �. TWO — ST 0R
ALL IDEAS, DESIGNS,
ARRANGMENTS,
DRAWINGS .@ PLANS
SE'r FORT11 ON
'I'I I IS SI I EE i' ARE TI IE
ORIGINAL WORE,
PRODUC I OF, OWNED BY,
Ai:O Al2E'1'IIE'1'R:N'E:27Y
OF IIARLEY C.DOUGLASS, INC.
)ttrN J3Z5714e-01-7T,•(EAJ
FINISHED �
ROOFING MATERIAL
---MFR'D TRUSSES
_BAFFLE
C
e+;s
i . o
FASCIA BD-/
V'FINISHED 610ING '' r
-A—SHEATHING 04f J
Water- Resistive C
_ VD. STUD WALL Barrier required
under siding o
r -t
R tq In
-—INSULATION 00
- 3/4" FLOORING
FLOOR SYSTEM
_� INS'ULATION
TREATED
WD. PLATE
Anchor Bolts- Min. %i"x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
r i - of sill lates
' �Ti7�kfi
tT�
FOUNDATION WALL
Damp -p_ r_ofingrequired on 1
foundation walls from top of
footing to finished grade of
crawl space or basement
CONCRETE SLAB
' {FOOTING
TY R. FULL 56I .
oWAI
aw(T�,pig•J�'�!�Sg7ii17pS1'lAp)I�,eFTVNiP4'WY :�/1' , (1711 \.l
61A W�0�5PaiH6.
DANE:
E:
A
SCALE::
146 Ni®
JOB NO:
DETAILS
N
M
x
U
0
U
DANE:
E:
A
SCALE::
146 Ni®
JOB NO:
DETAILS
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED i \✓i. OMP .1ANCE
SPCK<,°ANE VA_L EV RUF IrNG VISION
0