2006, 06-21 Permit App 06002395 GarageProject Number: 06002395 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 20 X 20 GARAGE
Setbacks: Front
Site Information:
Plat Key:
Date: 6/21/2006 Page 1 of 2
Contact: FLORA SPRINGS DEVELOPMENT, LLC
Address: 721 N PINES RD
C - S - Z: SPOKANE, WA 99206-
Left: Right: Rear: Phone: (509) 326-9139
Group Name:
Project Name:
Name: FLORA SPRINGS
District: East
Parcel Number: 55073.2311 Block:
SiteAddress: 17503 E MISSION AVE
Location:: CSV
Zoning: UR-3.5
Water District:
Area: .00 Acres Width: 0
Nbr of Bldgs- 0 Nbr of Dwellings: 0
Review Information:
Urban Residential 3.5
Lot:
Owner: Name: FLORA SPRINGS DEVELOPMENT
Address: 721 N PINES RD
SPOKANE, WA 99206-
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 6/20/2006 By: TMELBOU
Released By:
Originally Released: 6/21/2006 By: a_blake
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Originally Released: 6/19/2006 By: Cdesimas
Released By:
per utilities on sewer
Originally Released: 6/21/2006 By: a_blake
Operator: AMB Printed By: AMB Print Date: 6/21/2006
Project Number: 06002395 Inv: 1
Permits: —.
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Date: 6/21/2006 Page 2 of 2
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB owner 0 $9,000.00 0 $9,000.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Totals: 0 $9,000.00 0 $9,000.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$167.25
$41.81
$4.50
$213.56
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $213.56 $213.56 $0.00 $213.56
$213.56 $213.56 $0.00 $213.56
.Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 6/21/2006
Project Number: 06002395 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 20 X 20 GARAGE
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: Name: FLORA SPRINGS
Date: 6/19/2006 Page 1 of 2
Contact: FLORA SPRINGS DEVELOPMENT, LLC
Address: 721 N PINES RD
C - S - Z: SPOKANE, WA 99206-
Phone: (509) 326-9139
Group Name:
Project Name:
District: East
Parcel Number: 55073.2311 Block:
SiteAddress: 17503 E MISSION AVE
Location:: CSV
Zoning: UR-3.5 Urban Residential 3.5
Water District:
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Lot:
Owner: Name: FLORA SPRINGS DEVELOPMENT
Address: 721 N PINES RD
SPOKANE, WA 99206-
Hold: ❑
Review
Building Plan Review
Released By: "7
Driveway/Approach
Released By:
Landuse/Zoning/IIE Conditions
Released By:
Gin ,ate
Sewer Review
Released By:
Permits: w ,
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 6/19/2006
CITYrerrnn
L cm
Valley
Spokane Valley, WA 99245
��GLR�e F A v r 9)
(50 �Sf��0�3b ._�..:.(�0��588-0037
Community Development �,.sOskinevallev or '
pis
Residential Con cta 1
Permit Applicati><nii Q
rr
Sookane 11707 E Sprague Ave, Suite 106
SITE ADDRESS
/
ASSESSORS PARCEL NO:
2006
Addition/Remodel
11 Rif' Other:
^�<Srv.%)
LEGAL DESCRIPTION:
_- -
:Sniliting�Owber;
r �Ir:''t :,,..:k ,. �•
� � , � .,,•r•,.,-��
r .r.'. il_._1.
�:.'�4'' i..r11'-',. 'f.
'.'i'T.- !KM'1
� we
Name:
Address: F (:
-
..
_ _ — c
City: c .r
State:
Zip:
Phone: r-(,9
., c
Fax: -
> _ _ _
--przer$UI��
Name:
Phone:
Describe the scope of work in detail:
PERMIT NUMBER: A31 j
PERMIT FEE:
New Construction j l Accesscry Bldg
f l Deck
COT5: ;i" Ga. 1
- Lt• .,r r f,.a P� .7 .r
.. 'iti .0 :•,.•f�1'P:4 r.lr�. ... � r :i•L; i1 ..'.��r:'aT �: •.l"__r ram_ ......ir.
=fir:
r..
_•i�'.T'_•i:.,lt_vrrr..�:v_,.._ -,
Name: v C.A.t N _-
,,...__
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:•
Cost of Project: $ -0
A5c
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# CIF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
/ i✓
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
Ur
d
FINISHED BASEMENT
SQ. FTG: J
GARAGE SQ. FTG: ��
-
DECK/COVV.. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER ✓ORSEPTIC?
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) Ail 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 8r25n005
❑ Check
Date
❑ Mastercard ❑ VISA
Expires: VIN#:
oar -•ktz
a cogszrOe
Mlle
11707 E Sprague Ave Suite 106 Spokane Valley WA 99206
507.921.104D Fax 509.921.1008 0 cityhall@spokanevafey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate -address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor. Dimension to scale (minimum 1/81 and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
•
0 18' X 24" crawl space arrpeg-
❑ One -hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
0 5"
28'
/
d 2
• 24'
1,e,n7.z.:77:7•11,1".FMTUirMliTin.:
Entry
o.
0
Living
Room
Kitchen
PLANNING DEPT. APPROVED
BY:
DATE.
Bedroom
Bedroom
Bath
• 37'
36.5'
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'
•
4
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
Fasten sheathing to header with
8d common nails in 3" grid
pattern as shown and 3" o.c. in
all framing (studs and sills) typ.
Top plate
continuity is
required per
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.
If panel splice is needed it shall
occur within 24" of mid -height.
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
example:1611 min. for 8' height
Q;a
orMin. 2"x2"x3/16" plate washer
segment per
R602.10.5
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)
fl
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
City of
SPOKANE VALLEY •BUILPING,DEPARTMENT
11707 E. Sprague Avenue #105, Spokane Valley, Washington 99206 - Tel 509-688-0036 - 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 detail
as a portion of your plan submittal, please complete the requested information In the boxes provided on both sides of this sheet
This completed sheet, along with any additional Information needs to be submitted with your apllication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELUNGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 5/8' TYPE'X' GYP BOARD (HABITABLE SPACE ABOVE)
' 12' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOUD OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SEC ICI A -A
71II11=111i
IIIt 1IIII
(2)4 REBAR
24" MIN.
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of waft.
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (5/8' type "X' gypsum sheathing
on both sides of waif). Openings are not
. permitted In these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property fine.
Parapets may be required.
ENGINEERED TRUSS OR
RAFTER SIZE AND SPACING
•
x @ O.C.
ROOFING MATERIAL
ROOFING PAPER
ROOF
• SHEATHING
SOLID BLOCKING
B ET WEEN,TRUSS ES
WALL SHEATHING
SIDING
DOUBLE TOP PLATE
WALL HEIGHT
2x . @ O.C.
PRESSURE TREATED
SOLE PLATE
I-- 3-1 / 2' CONCRETE SLAB
rr �
r
r_
....l /�i/ter/
.ir%,�i/cif.,i.y/i
/t /14
do ammo*
„op
/•
j�ll��lltin.
%f/////*//Inc.:
. = Lr►_hU/$'////ruin,
�111111111140/SW///! kr.
J7.
r
WA z
iSi� r!/i�%7/r�� .c / - �. �i _.i; I- ,frys .r .?
`-1 'i t
VO?i:RSELF SERfES`m
(PROJECT PLANNO 059D-6021
j k ..ODE TIAL DESIGN SERVICES
PLAN
NUMBER
2412
[DATEs
a J
REVISED
JOB #.
SHEET: 1 of 5
O
E
O
r20'—Ou
L
UNEXCAVATE D
4" COMPACTED
GRAVEL FILL
6" Ti-TICK CONC. FON
L
11-10"
---- HOLD FON. DOWN 12'
1 AT GARAGE DOOR
1
Ir-10
a
us
FOUNDATION PLAN
SCALE: 1/4" = l►--0"
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.
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATIONVALLS - $000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
T.
(- Gr
PROTECTION AND OPENINGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HA 'E:
1) MATERIALS APPROVED FOR ONE HOUR FIR[ RES S"
CONSTRUCTION ON THE GARAGE SIDE:
0 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE OR O
❑ 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING
2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL B
EQUIPPED WITH SOLID W000 DOOR, SOLID OR HONEYCOM CORE
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE ATED
DOORS.
0
ca
FLOOR PLAN NOTES:
I. ALL EXTERIOR WALLS ARE 4" THICK (INCLUDING
EXT. WALL SHEATHING) AND ALL INTERIOR WALLS
ARE 3 1/2" THICK UNLESS OTHERWISE NOTED ON
FLOOR PLANS.
2. ALL DOOR AND WINDOW HEADERS ARE 2-2x10'S
W/ 1/2' PLYWOOD (50L1D) BETWEEN UNLESS OTHER-
WISE NOTED ON FLOOR PLANS
3. FOR MULTIPLE LAMINATED WOOD BEAM MEMBERS.
REFER TO MANUFACTUTER'S NAILING/BOLTING
SPECIFICATIONS FOR TOP AND SIDE LOADING
CONDITIONS,
4. DRIVEWAY AND SIDEWALK DESIGN AND MATERIAL
SELECTION BY OWNER/CONTRACTOR.
5. us DENOTES 3-2x4 POST UNLESS OTHER-
WISE NOTED ON FLOOR PLANS. PROVIDE SOLID
BLOCKING BELOW ALL POSTS TO FOUNDATION.
.../!....�: 7,..".f /' .Y /l
`//r, / ////./,?/Ilir;%fr/fc;;ifr-
fyji1if� /.//i/f/
O
i
0
yY.
10`-0"
r1 30x3`O
AVPsa
LRA aE
4' CONC. SLAB W/ 4,x4. UJL'•1
OVER 4" COMPACTED GRAVEL
FILL AND 6 TILL POLY VAPOR
BARRIER.
PRE-ENCa1NEERED ROOF- ,
TRUSSES * 21" O/C
Is`x' 0.H. GA ?ACE DOOR
2-; x12 :.,.ARAC E DO
IO`--0'
R 'READER e
4
20:,-On
FLOOR PLAN
SCALE: 1/4" it-0"
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 1/2 in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 3/4 in. below
threshold provided the door does not swing over the landing.
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
groat effort e�of lbw
Ko �'� y a pro laIn y
cods hs and o and Y
ReelGion Servtasv, I». osomeoIto fat as
damps, sew !1 turat tabs, to m Slut
F�e, a d/sr waa t ltm iaG} It sloe ,
Bart o. wiaw I a. a th a >�i495 tat€ 1
a�I Ibaat or r foa z: , ve A
D0-IT-YOURSELF-SER,ES'iM
PROJECT PLAN NO. 059D-6021
RESIDENTIAL DESIGN SERVICES
PLAN
NUMBER
2412
aTE: 04/ 13/O4 JOB
men
TOP PLATE
DOWNSPOUTS
ALL E.AVES.
TOP OF FDN
A,c1g.
z
IZ
18x24" VENT . •
• 1.15/ SCREEN
34
LAP SIDINC1
- 2x.8 RAKE BOARD
(TYPICAL)
11
11 I. 11
111L___It
IL
BT1OTC1 E
EXTEND PTGS. TO BELOW PROST-7
LINE (30tilN.) AND TO UNDISTURBED
SOIL (TYPICAL)
VERIFY FROST DEPTH WITH LOCAL
CODE OFFICIALS
CONTINUOUS
SHINGLE VENT \
CUTTER ON
2x8 FASCIA
)/ e e-".
.. ,t • /'•.• • e4 e. • e
• _
FRONT ELEVATION
SCALE: I/i"
•‘•-•-• SHINGL.!,z
DOWNSPOUTS
ALL EAVES.
5112 PITCH
......0000....aa•24...•••••••••••••••••••
LEFT ELEVATION
SCALE: I/4" =
DOWNSPOUT
„ •
404 1/ /4 dy, 40,932 le/2-
CONTINUOUS
SHINGLE
1 5/12 PITCH
1
GUTTER ON
2x8 FASCIA
DOWN5POUT-
DOWNSPOUTS --)
ALL EAVES.
•-•••••":::;1-11NOL.,E.,7*
111
LALAt
11 1
1. II 11
11
REAR ELEVATION
SCALE: I/4."
anakardrolrlog ot theft
Grplarrs!Howog'thnivhearil, L"tawteal ty eT pr-ong any err-aAe
supecvidectoodo rerWst aver the edge! c tztkpn, the variances in !coal.
and attic io blikima and vm.athre comitions,
denary, !It= due% raarcreteterg.tfastIona
cc ora
Fu andiac vircalar 000dilloos OA,- _hta-rioittl,
so tr, snow oto-) exam Wick atlf §min %coo gradated In
the &tang floatorr, es f or4 eit: mg ti
Vag": or ea pc to begot/ling oaoctruo
t ou 0 aro:I a
ciel.T.J1311614
43f sr E ..TiON
SCALE,: 1/-
18"x2.4" VENT
OW SCREEN
12
Is
.2x8 RAKE BOARD
;
t
11(----DOWNSPOUp
ALL
I
•
1
; e
1
PROJECT PLAN NO 059D-6021
RESIDENTIAL DESIGN SERVICES
L
DATE 04/13/04
REVISED SHEET: 3 of 5
PLAN
NUMBER
2412
TOP PLATE
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
12
ttic Accessible
by 22' x 30"
PRE-ENGINEERED ROOF
TRUSSES AT 21' O.G.
DESIGNED BY OTHERS
o
7
co
/
TOP OF FaON
NOTE:
�1C AAA j1i_f
SEE TYPICAL WALL
SECTION FOR
ADDITIONAL DETAILS
GARAGE SLAB - SLOPE TOP OF FDN
OWARD$ 0.H. DOOR
CyaARAGE SECTION
SCALE: E/4" =
1. ALL OVERHANGS ARE I'-0' UNLESS OTHERWISE NOTED.
2. ALL TRUSSES TO BE BOCA APPROVED. AND DESIGNEE?
BY OTHERS.
3. TRUSS MANUFACTURER 7O DETERMINE TRUSS DIMENSIONS,
HEEL HEIGHTS, LOCATIONS AND SPACING PRIOR TO
BEGINNING CONSTRUCTION.
4. ALL OVERFRAMING AT ROOF SYSTEM TO BE AS FOLLOWS:
A. MINIMUM 2x4,'S AT 21' O.C. 1MAX) WITH MAXIMUM SPAN OF 10'-O'
2x8'S AT 24" 0.C. (MAX) WITH MAXIMUM SPAN OF ,14'-0'
C. 2x1O'S AT 24' O.C. (MAX) WITH MAXIMUM SPAN OF I '-0'
S. ALL OVERFRAMING TO BEAR ON TRUSSES OR RAFTERS BELOW.
tr
it
t
a
at
a y<
i
at
ti
!1
i
DASHED LINES INDICATE 1#
FRAME WALLS BELOW ##
I t
Si
ii
11
It
al
ie
E!
la
It
if
is
It
tt
it
11
I
tI
,j
SLOPE
ROOF PLAN
SCALE: #/8" = II-0"
J
Anchor Bolts- Minimum'/2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
.� �_...•
OF FON TO TOP PLATE
8'--1 I/8' TOP
/
- -� 20 YEAR SHINGLES
/ ON R5n ELT PAPER
/
—I/2' PLYWOOD
ROOF DECKING
1 /8" GAP
,T WEEN SHEATHING;
l'
ROOF TRUSSE.5 ---J
AT 24' 0/C
DBL, 2x1 TOP PLATES---6-/�
2x4 STUCS AT 1.' O.C.
2 4 PRESSURE -- �11�,
TREATED SILL PLATE. lC
4' CONC. GARAGE SLAB
ON COMPACTED GRAVEL
FILL ---
1/2'x12' ANCHOR BOLTS
tit 49" 0.C.
S' CONC. FDN WALL
@'x20' CONT. CONC. fi i G.
W/ 2-1#4 CONT. REBARS
SEE ELEVATION5
FOR WOF P?TC 1
RAFTER ER TIES EACH
BEARING POITN
I RIP EDGE
---- METAL GUTTERS
- METAL WRAPPED
2x8 FASCIA
1,I I-
VENTED VINYL
SOFFiTSS
I/2' CDX PLYWOOD
WALL SHEATHING
1
APPROVED
4' VINYL LAP SIDING
Ir
/
TYPICAL WALL SECTION
SCALE. SR' '-•0x
Sat often has atai3 irate t and *a>gl of
t'tOWOV114T. eto tot fy of igovatg tray an-d_a
ouporvislott overt Oho aqua! aorxtyxti sni, is vmiaraos in WA
coda r ioarsrats anal othor ?OM bis/drr and watathtrr aiondlli x ,
gS.
4-4. S ous , re far arty
fl to al t& a oily fist eo, OtegiOrtgl
Of Mtn Foam, a� cod/or imwstoot coredt&lna at, h loa
Ice. snow ota-.l corpse lo*da oar Wan tirfaa intkatod
t w f c ta►tasual oandlida n a, It
n moo�, r' t Z•oai o i * arx9 a
u
Tina
DO—IT—YOG'd4SELF SE.SLESTM
PROJECT PLAN NO 059D-6021
RESIDENTIAL DESIGN SERVICES
PLAN
•
NUMBER
412
} DATE: 04/13/04
'REVISED
BUILDING 5PE.CIF CATIONS
DIMEN5IQNS:
!. DRAWING p7lME?(SIONe GOVERN OVER SCALE. VERIFY ALL ROUGH OPENING D1tiENB101d& POR SELI'-CTE0
DOORS. WINDOWS AND MECHANICAL REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
T
¥ARC) LUM 3ER
FY 90 PSI
E ° 4500,000 P51
DESIGN LOADS:
ROOF;S
DEAD LOAD (PEE)
LiVE LOAD (PSF)
TOTAL LOAD (PSF)
(WOOD OR
ASPHALT
SHINGLES)
10
30
MINIMUM SOIL !SEARING PRESSURE -
SO. PINE NO. 2
2x10 E 1050 Psi
2E2 Eb - 915 PSI
50. PINE NO. I
7x 10 Fb E 1300 PSI
2E2 Fb - 1250 PSI
FLOORS
WOOD.
CARPET
OR VINYL
2.500 PSF
4 0
STRUCT, LAM. UOOP $SArt
1x1:
Fv
iEktJILE
OR STONE
20
6C
24000 P51
255 PSI
- 000.000 PS!
BALCONIES
SPACED
DECK
1
60
61
CONCRETE:
1. UNLESS OTHERWISE NOTED ALL CONCRETE FOUNDATION WALLS AND SLABS ON GRADE SHALL BE
3,000 PSI (28 DAY COMPRESSION STRENGTH) CONCRETE. PLACE CONCRETE SLAE3 ON 4' OP COM-
PACTED GRAVEL FILL UlITH 6'xb• - WI.441I.1 WIRE MESH REINFORCEMENT. ALL 3LAES UNDER INTERIOR
FINISHED AND HEATED LIVING SPACES SHALL BE PLACED ON 6 MIL POLYETHYLENE VAPOR BARRIER
WITH A MINIM OF 6° LAPPED JOINTS. GARAGE AND PORCH SLABS SHALL BE 3500 PSI.
2. PROVIDE 1/2° EXPANSION JOINT MATERIAL 6E7UUEEN ALL CONCRETE SLABS AND ABUTTING CON-
CRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED SPACES OR AREAS.
3 CONCRETE FOR ALL BASEMENT WALLS FOUNDATION WALLS. PORCHES WALKS, PATIOS, STEPS, GARAGE
AND CARPORT FLOOR SLABS AND DRIVEU/AYS SHALL BE AIR -ENTRAINED.
STRUCTURAL:
L IF TRUSSES ARE SPECIFIED ON THE PLANS. THE! TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
AND/OR STRESS AND LOAD CALCULATIONS (DIAGRAMS) FOR CONTRACTORS APPROVAL PRIOR TO
CONSTRUCTION. DIAGRAMS SHALL BEAR SEAL OP REGISTERED ENGINEER IN THE STATE IN WHICH THE
STRUCTURE IS BUILT.
2. INSTALL RAPTiER OR TRUSS T1E-DOWNS (SIMPSON IIH1 OR EQUAL) AT EACH TRUSS S OR RAFTER
BEARING POINT.
3. SOLID WOOD BEAMS SHALL HAVE AN ALLOWABLE ®ENDING $TRESS OF L500 PEI AND A MODULUS 011
ELASTICITY OF 1.11.0.000 PSI. COMPOSITE WOOD BEAMS (CONSTRUCTED OE 3 OR MORE. MEMBERS) AND
REPETITIVE MEMBERS (e.E. JOISTS 1 RAFTERS) SHALL HAVE AN ALLOWABLE BENDING STRESS OF Fb xLi5
PSI AND A MODULUS OF ELASTICITY OP 1E00,000 P81. CHANGES IN MEMBER SIZE OR STRUCTURAL
CHARACTERISTICS WILL ALTER THE INTEGRITY OF THE FLOOR AND ROOF SYSTEM.
4. ALL STRUCTURAL PANELS (.'L1(1100o. WAFER -BOARD, COMPOSITE. PARTICLE BOARD ORIENTED STRAND
BOARD) SHALL BEAR THE BASIC GRADE TRADEMARKS OF THE AMERICAN PLYWOOD ASSOCIATION.
5. ALL STRUCTURAL STEEL BEAMS AND COLUMNS SHALL CONFORM WITH THE AMERICAN INSTITUTE OP STEEL
CONSTRUCTION SPECIFICATIONS A34.
6. MASONRY VENEER SHALL BE ATTACHED TO SUPPORTING WALL WITH CORROSION -RESISTANT METAL TiES.
TIES SHALL BE SPACED NOT MORE T HA?(. 32° ON CENTER HORIZONTALLY AND NOT MORE THAN Lb' ON
CENTER VERTICALLY.
1. ALL MASONRY OVER WALL OPENINGS SHALL BE SUPPORTED WITH ONE STEEL ANGLE FOR EACH 4° THICKNESS
OF MASONRY SUPPORTED AS POLLOWS WITH LONGER LEG OF-- ANGLE POSITIONED VERTICALLY:
OPLNINy SIZE
UP TO 4 PEET
LIP 705 FEET
UP TO L PEET
UP TO 1 PEET
UP TO 8 FEET
FOUNDATIONS
ANGLE SIZE
4' x 3• x 1/4'
x3I/2°x1/4'
5' x 3 I/2° x 5/16°
x ?. I/2° x S/16'
a'x4'x$/8'
L CHECK THE DEPTH OP THE FROST LiNE ti°0R FOOTING DEPTHS AND VERIFY FOOTING REQUIREMENTS WITH
LOCAL CODE OFFICIALS. CONSULT AN ENGINEER WHEN ENCOUNTERING UNUSUAL, SUSPECT OR UNSTABLE
SOIL. CONDITIONS,
2. UNLESS OTHERWISE NOTED, CAST IN PLACE CONCRETE FOUNDATION WALLS SHALL NOT EXCEED 5'-0' iN
HEIGHT- AND HAVE A MINIMUM WALL THICKNESS OP 8°. REINFORCE WITH TWO E4 HORIZONTAL BARS IN THE UPPER
AND LOWER I2° SECTIONS OF WALL. 100TINGS SHALL HAVE 2°x4' KEY OR h.AVE 53 VERTICAL
REBARS AT 18° ON CENTER.
3. PLACE V2° DIAMETER x 12° LONG ANCHOR BOLTS AT 4'-O' ON CENTER. SET A MINIMUM OP 8° INTO CONCRETE -
AND WITHIN I2° OF END OP EACH SILL PLATE MEMBER TO SECURE PLATE TO FOUNDATION.
4. APPLY TWO COATS (MINIMUM) OP' TROWELED OR SPRAYED ON WATERPROOFING COMPOUND TO EXTERIOR
WALL SURFACE OP EXCAVATED AREAS.
5. FOR FOUNDATION WALL. DRAINAGE, INSTALL 4' MINIMUM DIAMETER DRAINAGE TILE OR PERFORATED PIPE AT
THE PERIMETER OP EXCAVATED AREAS AND BELOW PINISH50 BASEMENT PLOOR SLAB ELEVATION (WHEN APPLICAEBLE)
COVER TOP OF PIPE OATH *15 PELT AND A MINIMUM 18° COURSE OF' ROCK OR GRAVEL. SLOPE PIPE TO DRAIN
OR SUMP PUMP AS REQUIRED.
L. ALL GRADES TO SLOPE AWAY FROM FOUNDATION A MINIMUM OF I° PALL PER FOOT POR A DISTANCE 0P 8 PEET
OR TO A SWALE. USE CONCRETE SPLASH BLOCK OR DRAIN PIPE AT EACH DOWNSPOUT TO DIRECT RUN-OPP
AWAY FROM FOUNDATION.
1. PROVIDE TERMITE PROTECTION AS REQUIRED AND REMOVE ALL WOOD CONSTRUCTION MATERIALS FROM THE
EXCAVATION NEAR THE STRUCTURE.
8. MINIMUM .OP 2-85 REINPORCING BARS AROUND ALL WINDOW AND DOOR OPENINGS IN PLAIN CONCRETE FOUNDATION
AND BASEMENT WALLS. BARS SHALL EXTEND A MINIMUM OP 24° BEYOND THE CORNER$ OP THE OPENINGS.
CARPENTRY:
1. UNLESS OTHERWISE NOTED ON DRAWINGS PROVIDE:
- DOUBLE HEADER JOISTS AND TRIMMERS AT ALL FLOOR OPENINGS WHERE JOISTS TERMINATE
- AN EXTRA JOIST UNDER ALL PARALLEL PARTITIONS
- DOUBLE 2E0 HEADERS WITH 1/2' RATED PLYWOOD BETWEEN, AT ALL DOOR AND WINDOW OPENINGSS
- MINIMUM OP ONE ROW OP JOIST BRIDGING PER JOIST SPAN
2. FLOORS TO BE CONSTRUCTED 0ia' 3/4° TONGUE AND GROOVE PLYWOOD GLUED AND NAILED TO FLOOR JOISTS.
3. ROOF TO • BE CONSTRUCTED OF 2108 MINIMUM ASPHALT SHINGLES (ADHESIVE TYPE) OR EQUIVALENT ON 152 FELT
ON I/2' C-D EXTERIOR PLYWOOD SHEATHING ON ROOF FRAMING. SHEET METAL FLASHING WHERE ROOF ABUTS ANY
VERTICAL SURFACE. ALL UNDERLAYMENTB TO BE A 11IN OF TYPE 1 PER ASTM-D226-96 (NO. 15 ASPHALT FELT)
4. CORNER 5RACING TO BE I/2° OR 3/4° x 48' WIDE C-D EXTERIOR PLYWOOD BoTH DIRECTIONS A7 ALL 0ORHEPS
OR APPROVED DIAGONAL CORNER BRACES IN BOTH DIRECTIONS AT ALL CORNERS.
5. ALL INTERIOR WALLS AND CEILINGS ARE TO BE COVERED WITH A MINIMUM V2' GYPSUM BOARD WITH EXTERIOR
CORNERS METAL REINFORCED. SURFACES TO BE TAPED. FLOATED (3 COATS) AND SANDED. WATER RE515YANT
GYPSUM BACKER BOARD REQUIRED AROUND EATHTUBB AND SHOWERS.
6. INTERIOR WALLS AND CEILING OF GARAGE TO BE COVERED OATH A MINIMUM 5/S' FIRECODE GYPSUM BOARD.
DOORS LEADING FROM GARAGE TO LIVING SPACE SHALL BE 3/4 HOUR PIKE RATED. FIREBTOP ALI. DUCT CHASES.
BULKHEADS. LAUNDRY CHUTES, METAL PLUMS AND ALL SHAFTS AT EACH FLOOR.
1. CUTTING NOTCHING AND/OR BORING HOLES ON WOOD BEAMS, JOISTS, RAFTERS OR STUDS SHALL NOT EXCEED THE
LIMITATIONS NOTED IN SECTIONS 2305.3J, 2305.3.2, 2305.4.4 AND 2306.5J OF 1999 BOCA. REINFORCEMENT OP STUDS SHALL
BE DONE IN ACCORDANCE WITH SECTION 2305.3.3.
8. NAILING AND FASTENING OP FLOOR, ROOF/CEILING. WALL AND ROOF SHEATHING, AND .GYPSUM CONSTRUCTION SHALL
BE IN ACCORDANCE WITH TABLES 2305.2 AND 2503.3 OF 1991 BOCA.
9. INTERIOR FINISH MATERIALS SHALL NOT HAVE A FLAME SPREAD RATING EXCEEDING 20C.
10. TOP AND BOTTOM OP ALL CONVENTIONAL, DOUBLE STUD AND STAGGERED STUD FRAM. WALLS TO BE PIRSBI 0CKED.
PIREBLOCKING REQUIRED AT ALL SOFFITS ANDROPPED CEILINGS. FIREBLOCKJNG REQUIRED BETWEEN STAIRWAY
STRINGERS AT THE TOP AND BOTTOM OP THE RUN.
ELECTRICAL:.
1. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL CODES IN EFFECT 1N THE LOCAL COMMUNITY. WHERE N0 CODES
EXIST, THE WORK SHALL CONFORM WITH THE REGULATIONS OP THE NATIONAL ELECTRICAL CODE AND THE ELECTRIC
UTILITY COMPANY SERVICING THE AREA.
2. BATH VENT MIN. 50 CFM
3. -SMOKE DETECTORS - U.L. LISTED SMOKE DETECTORS SHALL BE LOCATED ON EACH FLOOR LEVEL IN THE VICINITY
OF ALL BEDROOM ENTRANCE DOORS (BEDROOM HALLWAY) AND WITHIN EACH BEDROOM. LOCATE BEDROOM HALLWAY
DETECTOR UPSTREAM PROM OR NEAR RETURN AIR GRILL. PL00R LEVELS THAT DO NOT CONTAIN BEDROOMS SHALL
HAVE THE DETECTOR AT THE CEILING NEAR THE STAIRWAY. IN SPRINKLED DWELLINGS THE DETECTORS MAY BE
OMITTED iN BEDROOMS. WHEN MORE THAN ONE DETECTOR iS REQUIRED WITHIN THE DIL!ELUNG UNIT, THE DETECTORS
SHALL BE INTERCONNECTED SO THAT AN ALARM WILL SOUND THROUGHT THE DWELLING UNIT. THE SMOKE DETECTORS
SHALL BE AC POWERED AND HAVE A BATTERY BACKUP SHOULD THE AC POWER BE INTERRUPTED. THE INSTALLATION
SHALL ALSO MEET NPPA 14-81.
4. THE FINAL ELECTRICAL LAYOUT TO BE DETERMINED BY OWNER/CONTRACTOR. COMPLIANCE WITH ALL APPLICAELE
ELECTRICAL CODES IS THE ULTIMATE RESPONSIBILITY OF THE CONTRACTOR.
5. GROUND FAULT CIRCUIT -INTERRUPTION PROTECTION SHALL BE PROVIDED !'OR ALL 125 VOLT, SINGLE PHASE, 16 AND 20
AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOACTIONS:
- BATHROOMS
- GARAGES EXCEPT CEILING MOUNTED RECEPTACLE FOR GARAGE DOOR OPENER AND GRADE LEVEL PORTIONS
OP UNFINISHED ACCESSORY BUILDINGS.
- UNFINISHED BASEMENTS AND CRAWL SPACES EXCEPT POR LAUNDRY CIRCUIT AND SINGLE RECEPTACLE
DEDICATED- TO SUMP PUMPS
- RECEPTACLES INTENDED TO SERVE COUNTERTOP SURFACES
- RECEPTACLES INTENDED TO SERVE THE COUNTERTOP SURFACES OF A WET BAR THAT ARE LOCH T ED WITHIN 6'-O'
OF THE OUTSIDE EDGE OP THE WET BAR SINK
6. ILLUMINATED LIGHT SWITCH REQUIRED AT TOP 4 BOTTOM OP ALL STAIRS.
1. ALL BEDROOM OUTLETS SHALL BE ARC PAULT PROTECTED.
8. NON-GPCI CIRCUIT REQUIRED A7 SUMP. SiNGLE. OUTLET
9. WEATHERPROOF COVERS TO BE ON ALL EXTERIOR GPCI
ELECTRICAL LEGEND
3�+
DUPLEX OUTLET
220 VOLT OUTLET
LIGHT SWITCH
3-WAY SWITCH
FLOOD LiGHTS
MISCELLANEOUS:
RECESSED CAN
EXHAUST FAN
S.D. SMOKE DETECTOR
OVER HEAD LIGHT
r--' UNDER CABINET LIGHT
PULL CHAIN
LIGHT FIXTURE
I. IT 18 THE RESPONSIEILITY OP THE OWNER AND THE CONTRACTOR TO VERIFY WITH LOCAL BU1LD(NG OPP1t1AL5
THAT DETAILS ON THESE BLUEPRINTS AND SPECIFICATIONS DO COMPLY WITH ALL APPLIGAI5LE CODES PRIOR TO
BEGINNING CONSTRUCTION.
2. IT IS THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND
INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES, AND ALL WORK SHALL BE IN ACCORDANCE TH?RE'WTH.
3. VERIFY DESIGN LOADS WITH LOCAL CODES AND SITE CONDITIONS. CHECK WITH LOCAL- BUILDING DEPARTMENT
OFFICIALS FOR WiND, SEISMIC, SNOW OR OTHER LOADING CONDITIONS, if' UNUSUAL 817E CONDITIONS EXIST. Old LOCAL
BUILDING REQUIREMENTS EXCEED THE ABOVE DESIGN CRITERIA. CONSULT WITH A LOACL ARCHITECT OR ENGINEER
TO ADJUST THE FOUNDATION DESIGN AND OTHER STRUCTURAL ELEMENTS IF NECESSARY.
4. CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:
1999 BOCA NATIONAL BUILDING CODE BOCA
1919 NATIONAL ELECTRICAL CODE, N.�,C.
P198 INTERNATIONAL MECHANICAL CODE. U.M.C.
1141 INTERNATIONAL PLUMBING CODE, I.P.C.
DO-IT-YOURSELF SERIESTti9
PROJECT PLAN NO. 059D-6021
c�emat effort hms as into` } ; 'arid s °earles of tSsse
��e ow* the n� I A the ;r �S
tsoda�i�le11I' .*.ra iltt and o and �_� . sofa,
However, to the : of prov(dirsgysltce
of tie Fr* 11:111WEEtaTO%
r � o EEEE
oat
, *NA �8 oau own
t4 sa. Etas ,
eat a, vote eta-) own loads off than ewe say
the 8uit�� dons, of fa�[ Rn,jj(( un* usl It
tOOiIii11l6nC 1 Oak�ii(L t�Fiei' Q !H !tL'�
Esc 12Poh!teot of
- to 6sg utxsat a
RESIDENTIAL DESIGN SERVICES
PLAN
NUiBER
2412
CATS 04/19/04
JOB *
-�Y:Y•.. .. _,. ,-;/.::---.. ._,,-., .r-. 7„. ��r /,////// ✓//..,r .,/�.... ;..r /., .y.... ./�.,,- y,.,. .r _ .. �/;.� > ir/-I- :. -;':�..%I. ♦// ,- / -•J://:. '/',/r-!r ://-.r.y,/.ir :/. :..1,:.,/,/.... ..c -,/%,.i, .,/.r.,r/i,.FL./r/ -:. �--;r1. . /,-. „// •T. /
i;l ham/'��il°E
r /.: // ,..,/ii//f.i/1 ./iA/,!.///,i/riwi/ // .�i /ice /./" // / �/// //
REVISED
SHEET: 5 of 5
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES. BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDIN' T
TO FIELD NSPEC; LOTIONS
SrpOill.ane
WILT
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY/BUIL ING DIVISION
(c. 0 so
77