2006, 08-16 Permit App: 06003232Project Number: 06003232 i Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information: b.
Permit Use: SFR, GAS HEAT, ON SEWER Contact: MELNIK, SVETLANA G & ANATOLIY
Address: 17719 E BROADWAY AVE
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 928-5718
Group Name:
Site Information: Project Name: n
n -
Date: 8/16/2006 Page 1 of 2
Plat Key: Name: Range
District: Nort
Parcel Number: 45171.0820 Block:
SiteAddress: 1311 N FELTS RD
Location:: CSV
Zoning: UR -3.5
Water District.
Urban Residential 3.5
Lot:
Owner: Name: MELNIK, SVETLANA G & ANATO
Address: 17719 E BROADWAY AVE
SPOKANE VALLEY, WA 99212
Hold: ❑
Area: 32,763 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Released By: t'J I. trio G -
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions
/
Released
Sewer Review
Permits:
r
Released By:
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 8/16/2006
Sp®l�ane�'
cocatiar galley
Community Development
Permit Center
11707 E Sprague Ave, Suite 10
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688`
www. spokan evil ie v.o rg
Residential Construction
Permit Application
E C LS 0 V IS
AUG 0 g;006 I`J/
e11,00 iisgri do
Addition/Remodel
Other:
FP-ERMIT NUMBER: 3?4.5
I ARMIT FEE:
Accessory Bldg
n Deck
SITE ADDRESS
tri NS Ce)(72
fj� % ✓J�I�(p ad fkb2fgr¢kr?/191/-98
ASSESSORS PARCEL NO: 1/6 / //r Og LEGAL DESCRIPTION I V ( Skun f pca
1/5/
N o f i
45/7/ .12Y)-1°
Building Owner:
g Sle aA ,// dka_
X77/4/ int,eaftfin g e
" Zip:990/6
Name:
Address
City
Phone.
came VVr �r/ State: r„
ovva Valley Fax: Gl/
Contractor:
Name: Wr, n\. 1
Address:
City:
State: Zip:
Phone: Fax:
Contact Person.; `
Name f/e/f6Gi% ‘Jue f/2f /L
Phone:
Srx7) 9O28 -57/X 5cV AM -136 4
Describe the scope of work in detail:
Contractor Lic No: Exp Date:
City Business Lic. No:
Cost of Project: $ t9
rf11(X PetCle-rt�
**********C**The followin2'IVIUST be complete: (write N/A if not applicable)*****
**************
HEIGHT TO PEAK:
DIMEN$ OOHS: /
# OF STORIES: /
HABIITT,tABLE SPACE:
TOTAL �
MAIN FLOOR�TO SQ.
FTG::)i o OIL
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
id /
IMPERVIOUS SURFACE
AREA:
FINISHED BASE E
-
SQ. FTG: iii ft-
GARAGE SQ. FTG:DECK/C$OV�.
f ,t" A21-11 -5-24>
PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONS RUC ION TYPE:
HEAfT SOURCE:
SER SEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served.by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature.,( SC/n0 eJkLiJZ
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
❑ Check
Date �b(L
❑ Mastercard ❑ VISA
Expires: VIN#:
Spb`kan' ems'
esoos Valley
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www.sookanevallev.ora
Mechanical Permit Application ❑ Commercial
PERMIT NUMBER:
PERMIT FEE:
v Residential
SITE ADDRESS:
Building Owner
n /� �{/../�r� , , // nD, /I /y } y {{r'
Name: flj,I,j4 eig i9 _c ke/�/�[ v�(/�/N�^/.y.�i/h/Amone: 5 )�goile --5 //Fax:
Address � ` 7 G &124 101tr v;/ Ake `
n
Ct ty tea,PH LL State: w 4._
PVI
(/ /-�/�
Zip: %,q we
Contractor V
Name:
Phone:
Fax:
Address:
City:
State:
Zip.
License No:
City Business Lic:
Contact
Name.
Phone:
DESCRIPTION OF WORK
# OF UNITS
x
COST
TOTAL AMOUNT
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 (W SEC 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
560.00
12
GAS LOG, GAS INSERT, GAS FIREPLACE
X
$10 OD
13
RANGE
X
$1000
14
DRYER
15
FUEL BURNING WATER HEATER
1
x
$10 00
x
$10.00
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
L/
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
550.00
24
TYPE II HOOD
X
$10.00
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$12 00
26
AIR CONDITIONER
3-15 TON
X
520 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
512.00
36
INCINERATOR — RESIDENCE
x
519.00
37
INCINERATOR — COMMERCIAL
X
$22.00
METHOD OF PAYMENT:
❑CASH
CARD #'
AUTHORIZED SIGNATURE:
REVISED 826/05
CHECK 0 VISA 0 MC
EXPIRES.
VIN:
SUBTOTAL
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
Permit Center
Siiifik`1n- e 11707 E Sprague Ave, Suite 106
cossolgValley
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www spokancvallev.ore
Plumbing Permit Application n Commercial
PERMIT NUMBER:
PERMIT FEE:
ti/Residential
SITE ADDRESS:
Building Owner
Name 1/�,r ,,,,itti/ f sta* "we/Ad
'1 4("/_i
,y )) 'J
Phone�jfl j (Ida -5 �7�J6//JJ Fax:
Address: i 77tA c✓% ievaA
M r/�/h/l�(i,/.,1�
v
City: pawnerV4"I�f State:
p"If
Zip
/
ggof-6
Contractor.
4Y'
Name:
Phone: Fax:
Address:
City State.
Zip:
License No.
City Business Lie.
Contact
Name
Phone:
DESCRIPTION OF WORK
# OF UNITS X COST
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
9
X
56 00
2
URINALS
X
56 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
6
DISHWASHER
/
X
56 00
7
CLOTHES WASHER
X
$6.00
8
GARBAGE DISPOSAL
X
$6 00
9
WATER SOFTENER
X
$6 00
10
ELECTRfC HOT WATER TANK
NOTE. IF GAS, SEE MECHANICAL
/
X
56.00
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
X
$6.00
12
ROOF DRAINS/OVERFLOW DRAINS
X
$6.00
13
FOUNTAINS, DRINKING
X
56 00
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
X
56.00
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
56.00
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
56 00
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
$6.00
20
MISCELLANEOUS PLUMBING FIXTURE
X
56.00
21
PRIVATE SEWAGE DISPOSAUSYS
X
$20.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
$15.00
METHOD OF PAYMENT:
❑CASH ❑ CHECK 0 VISA 0 MC
Card#
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES
VIN'
SUBTOTAL
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
t
PACIFIC NORTn-INAT-JEST TI"FLE
ORDER NO:
Company of Spokane, Too.
120 W. CATALDO, #100
SPOKANE, WASHINGTON 99201
(509 744-3434 - FAX (509) 747-6827
mina
V
ulvl l i
643.11 (643.2, PLAT_
a
I3
150.02
171.53
ND BOLT
S 17-57-26 E, 1.70' _
FROM CALL. POSITION
r T3-1
0 El
IN
J PS'(
\ w` O� �e
C Q
el
20' DRIVEWAY
&' UTILITY
TRACT
=
31319 763 S.F.
SFND'-
S FROM CAL
CALL.
o
`o
EASEMENT N1
I c
I
�._.�._
h
ItsZ
0
4" 2 E, O
12 E, 6.63'1 p
POSITION 1 -P
I
1 *
L5
26.20
.,---
/R,
/
�EXISTIN5l
LGARAGE
Q```
0 P �rTh
–•
20DRIVEWAY,
& UTILITY
1
O
L6 , FNE
NO
FR(
1.5G' 150.4
N89'O1 17 E
— — — — T7
SEWER
EASEMENT
E6
H
"-
b
W
El
ri
r
®
lo
6
ia
�'
145.36
N89'06'32"E'
FHcn
TRACT 2
21,046 S.F.
1317
3,13 176.21
321.57.
wri0n imisEm-ffitnIninl Era 01 ininfi7_®_6_B-etOrni -H @i
This map is furnished for information and location purposes only.
Courtesy of: Pacific Northwest Title of Spokane
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°.1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area70:
% of floor
Glazing U -Factor
Door9
U-
Factor
Ceiling2
ceiing3
Wallt2
Above
Grade
Wall?
Below
Grade
Wall?
Below
Grade
Floors
SIab6
on
Grade
Vertical
Overhead"
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
int7
R-21
R-12
R-30
R-10
II.
15%
0.40
0.58
0.20
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 -5B
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
int7/
U=0.029
F=0.54
Occupancy
-
U=0.054
Only
V.
Unlimited
Group R-3
0.35
0.58
0.20
R-38
R-30
R-21
int7
R-21
R-12
R-30
R-10
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-301
R-10 /
Group R-1
U=.031
U=0.034
int7 /
U=0.029
F=0.54
Occupancy
U=0.054
Only
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing
option (or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
WSEC Builder's Field Guide 5th Edition
COOPERATIVE EXTENSION
WASHINGTON STATE UNIVERSITY
CIENERGY PROGRAM
1.7
Print Map
Page 1 of 1
http : //dorado/mox42/index.cfm?action=mox42_view_prism_printablemap
8/10/2006
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Information shown1in the PRISM application is compiled from v4rious sources, subject
to ongoing change and is not warranted for accuracy. PRISM shuld serve as a starting
Scale 1:3,000
1 in = 250 ft
point for your inveotigation or inquiry. Legal documents should obtained from the
appropriate agency before taking any action. Please contact the appropriate county
division or department for additional information.
http : //dorado/mox42/index.cfm?action=mox42_view_prism_printablemap
8/10/2006
0
f—
T
SIMPSON UPLIFT
STRAP
1,800 POUNDS
TWO ANCHOR BOLTS
INSTt 1 1 Fr) IN ACCORDANCE
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
?' S" M1 V. WIDTH
7l16" OSB SHEATHING
3!S" MIN.
NAILED WITH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R6023(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK EACH STRAP
1.1 A STUD
RECOMMENDED HOLD
IN 8" FROM EDGE OF
BRACING PANEL
a:,a.;rr rrcrnrr,i:
•
0,
•
•
"d•. .dy•.�d•.
IN FIRST STORY OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
ANCHOR BOLTS, PLACED AT
ONE-FIFTH POINTS
SIMPSON UPLIFT
.•dr •. .. . O. •.�d.•.'0!. • .dy • •'d•. .0. .
10. t•. td•. .40•. .4 d•. .0. .�0. .. d•. .Oa
of Fou NI0AM 0�
STRAP
3,000 POUNDS
TOM
` SCALE: I" = I'- 0"
A t_
ALTERNA'I'E BRACING
PANEL
f1..10.6 . LTEA.,A1E tlRACED WALLPANELS
SITE PLAN
II SCALE r-240'
PLANNING DEPT. APPROh
563.00 (663.3, PLAT)
r
MISSION AVENUE
15,SOPPORTUNITY
643.00 (643.3, PLAT)
643.11 (643.2, PLAT
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0
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20' DRIVEWAY r T3f ON 0\7? O. O
&= UTILITY EASEMENT NI P( -1/i • 2. ' FND 5/8" REBAR
to `RP S 84-01-36 W, 1.55'
TRACT 1 n\ FROM CALL POSITION Z
20' 20'
l Z el."' o
32,763 S.F. 26.20 150.02
1319)�` -- �--_-N89'01'17"E' Ti Tr p
z T7 LI v._
END 1/2" REBAR X00 i -H k
S 45-24-12 E, 6.63' %I' 20' DRIVEWAY, SEWER JI
N ,,..,---,FROM CALC. POSITION p / & UTILITY EASEMENT
to ,.`` tir EXISTING I z I I _-
/V
o /V /i rEXISTIN61 HOUSE o W 1I-
\` L5 L GARAGE J _ _ EIIPi
. TRACT 2
(21 O 6S.F. .
1317
145.36
u)
4.
N89'06'32"E'
176.21 _
321.57 -
501
Z
8
Y
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ai
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r --
SPOKANE COUNTY AUDITOR'S CERTIFICATE
Filed fprrword this IL day of [IRA/
moo• a7 M in J o k of of pope
at the request of
at 1x -i$1-490- 1-147
a
Spokane County Auditor
(o -F1
0
v (1)
r1I
by Deputy
LINE TABLE
UNE
BEARING
T1
S89'01'15"W
T2
N00'07'04"W
T3
S89'01'15"W
T4
S00'07'04"E
T5
N89'01'15"E
T6
N00'04'47"W
T7
N89'01'15"E
CURVE TABLE
CURVE
RADIUSLENGTH
TANGENT
CHORD
E
C1
30.00
I
47.57
I
30.45
^29.53
42.74
I
90'!
I
C2
30.00
46.65
42.09
89'0E
LEGEND
(A) - RECORD INFO. PER SHORT PLAT SP -1150-9
RECORDED IN SP BOOK 14, PAGE 78
(8) - RECORD INFO. PER RECORD OF' SURVEY IN
BOOK 85, PAGE 69
(C) - RECORD INFO. PER PLAT OF GRAHAM'S
SUBDIVISION, BOOK 1 OF PLATS, PAGE 87
=me
% 1 All
a
'.1..11111ME :111111•111111111111•1111111MI
PINI•MMMEM11111,,_,Mli,
irsistimalrov...-t2liusriliraisrdiaranriaarrairaamov
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LAP 90#,a L6M.P.)
VINYL WINDOW (TIP.)
WOOD TRIM
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LAP SONS (6' n)
LPWARO ACTING
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WOOD TRW
FRONT ELEVATION
SCALP 346.-O
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lEEMEIREMIEr'' .14441121:215115.0m,
-
811UME41:.
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SAFETY
4+070. -Er -
ASPHALT
SUNGILe 120CP
LAP SONG (6 EXP./
VINYL WINDOW flYfP)
WOOD TP11,4
RIGHT ELITVATION
SCALL. 116,1'-0"
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•
LEFT ELEVATION
SCALE, 3.16,r -or
wit mom rryn
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"—
REAR ELEVATION
SCALE
irse PLUS SWIMS
AID PLAN MODIFICATION
MON: 809.499.8989
RIPT1810.133
=ORTIZ*
DAM
MAL 0 06.03
IIRLW71:
ClialanTh sr
07.Z1 06
DON
D
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
THAN 711 O.C.
LANDING required on both sides of exit doors with min. size oi- 3
ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than I `/ in. below threshold. Landing
required at other exterior doors is a minimum size of 3 it 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.
13'•0'
t\
WI
WI
28
m
WALK-IN
CLOSET
105
r—y,P
—BAT
30x60 TLB `
ISHDWEER
BA®OAy,
•
'CONCRE'B SLAB ON
GRADE =LDP6 TO
•rYbOR KPER FT,
O
6.1
WALK-IN
CLOSET
r
BEDROOM
SSP
20
BA14RO0nd
INDEMI
16
6
6
3p
6
LIVING
800M
102
30 •
RETE n `
OK.
13' 0'
V 0'
C, FLOOR PLAN
6
f!0
NI
3060
UNE OF
VALLTCOUNG�
CEILING
MILD
LALNDRY
Nle
D
w
W3
6
SAFETY GLASS
26
ISLAND
W/ BAR
PANTRY
KITCHEN
REEN
REF.
im
WI
WI
GARAGE
CONCRETE
PAD
1667
16'-O'
24'-0'
— wI
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING: 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44') 5.0 SQUARE FEET
2) NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 INCHES
4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOOR
5) EMERGENCY ESCAPE 811ESCUE OPENING SHALL 8E
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
THE USE OF KEYS OR TOOLS
EXHAUST FANS
100°CFM kitchen
50 CFM bathrooms
&._laundry ' Tco
@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)
RIDGE
a
0
r
t
b
00, . E SOLID BLOCKING UNDER AU. COLUMNS
bLARING WALLS AND SHEARWALLS.'
PR^""RE DOUBLE JOINTS (MM!) UNDER ALL WALLS
PARk_ _ LL TO SPAN U.N.O.
°ROVIDE DOUBLE STUDS (MINF,T0 FOUNDATION
r�)
R ALL HIP AND GIRDER I IZUSSES U.N.O.
SHEAR CONNECTION FROM INTERI0Fk�6 ROOF PLAN
.
WALLS TC 'SES OH JOISTS ABOV J" SCA' 5
f§ a
L
5 0P5
612-‘"
9 -OPE
w 612
a
J
PROTECTION AND OPEPENGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL NAME:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8" TYPE "X' GYP BOARD (HABITABLE SPACE ABOVE) OR
❑ 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE ANO RESIDENCE SHALL$E
EQUIPPED WITH SOLID W000 DOOR, SOLID OR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1 318', OR 20 MINUTE FIRE RATED
DOORS.
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.
1,7005.
FLOOR PLAN NOTES
une OF WALL
BELOW 119,
I. ALL 0R DIMENSIONS ARE TAKEN FROM FACE OF COND.
FOUn0AT10N WALL / PACE OF 9-EATNING.
2 L.KESS NOTED OTHERWISE ALL INTERIOR DIMENSIONS ARE TAKEN
FROM 05NTEp-190 OF WALL
0111.48,60,S INDICATING 'CLEAR' OR F.O.W. ARE TAKEN FROM
RN9-1.
DIMEN90N5 INDICATING FAS ARE TAKEN FROM FACE OF STUD
OR STRLCTLRAL ELEMENT,
S. REFERENCE FOLNDATION PLAN FOR ALL BLAB COMROL JOINTS
TTP.
FLOOR PLAN LEGEND
VNL
CPT•
FO.W.
F.00
STLD WALL
F1-0012 TRAKETICN
PACE OF WALL 09619-1)
FACE OP STUD (STRUCTURE)
WALL '11YrES
WT -
1/451
0004 SYMBOL
WINDOW SYMBOL
WALL TYPE
INTERIOR ELEV6T10N4 TAG
A WALL TYPE CONTVSES THE FLLL ROOM LENGTH, INCLLDING ANY JOGS. ANGLES.
RECESSES OR 5TL3 WALLS
2. WHERE DIFFERENT WALL TYPES 00C1d9 ALONG A CORRIDOR WALL. IT 15 INTENDED
THAT T1-10 THE CORRIDOR 9DE FIN9455 ALIGN.
3, ALL INTERIOR WALL PARTITIONS ARE W2 unto.
WI SIDING PER ELEVATIONS
BOLDING WRAP
19 PLYWOOD SHEAT1.41NG
2.6 4,400D STLDS 0 16' O.C.
Rig BATT INSU-ATION
6 ML. 78008 138127IER
19 G.WS
W2 2.4 W000 MOB 0 24' O.C.
N' GAB. EA. 905
W3 2.6 WOOD ST1.05 0 24' O.C.
H' GAB. EA. 9DE
W4 2.8 WOOD 5TW5 0 24' DC.
N' G.W.B. EA. 9DE
ons
•HomeDESIGN
HOME PLANE I DBBION BERVIOEE
AND PLAN MODIPIOATIONE
PHONE: 808.488.8888
REVISIONS
DESCRIPTION
DATE
RESIDENCE
PROD. N
DRAWN:
CNECEED:
DATE:
08.0;
ORC
ICI
07.21.0E
A2
FLOOR PLAN &
ROOF PLAN
Attic VentilationFt of space
1 Sq Ft per every 300 Sqp
ventilated with at least 50% in the upper
portion of roof area.
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.
Attic Accessible
by 22' x 30"
1/8" GAP
.30# felt for ice
dam protection
%J�TI�t.adR .✓>.�a.�.
ROOF CONSTRUCTION
. ▪ 300 BOLDING PAPER F"�4
.PLYWOOD SHEATHING PER STRUCT. ♦r
• ROOF FRAMING PER STRLCT, 471/
RE VVEEN SHEATHINtal. B7.'N3LAT10N
12
6
INSULATION BAFFLE
II' CLEAR)
2,6 BLOCKING W/ U2) 2,0
VENTS (TYP 0 EA BAY)
T -III PLYWOOD (T1'P 0
EXPOSED RAFTER TAILS)
FASTEN SHINGLES WITH) •
PAN HEAD SCREWS
CRAWL SPACE W/ 6 ML.
VAPOR BARRIER
-III=� 1 1=11 1 1
A IWALL SECTION (TYPICAL)
SCALE 1/T. -0-
CONT. DRIP EDGE
WINDOW TRIM PEP
VINYL WINDOW PER SOWED,
FLOOR CONSTRUCTION
• SHEATHING PER STRUCT,
. FLOOR FRAMING PER STRUCT.
•0-30 BATT INSLLATION
WALL CONSTRUCTION ITTPICAL)
• 9ONG PER ELEVATIONS
• TIVEK BOLDING WRAP
4f PLYWOOD 9-1EAT4ANG
• 10002 53104 0 16' OCA
.c ( 'BATT INELLATION
M 1 G.WB.
100'0'
CONT. 2x6 TREATED RATE
RBNF. CON0. POOTING 6
POL6DATION WALL PER
STRUCT.
Under Floor Ventilation
1 Sq Ft per every 150 Sq Ft of under
floor space area. 1 ventilating opening shall .
be within 3 feet of each corner. Openings
shall be covered with approved material.
Under floor accessible
.by 18"x24"
Under floor
Clearance 18"
CEILING: 1/2" GWB if perpendicular to rafters or
trusses 24" o.c. and no water based texture used—
otherwise 5/8" GWB.
II I I 1
1
III 1 1 1
11 1
1
1 1 1
P54
Dig
1
'[112-111-1i1-1
#'7:4.fir. _
11=1 I la I• lit I 1-
1111-11(-1=±_--- I I
RODE CC r02.LICaM
• ASPHALT SHINGLES
.300 BOLDING PAPER
• PLYWOOD SHEATHIING FEZ STRLCT,
•ROOF FRAMING PER STRICT.
•0.38 BATT FELLATION
•M' GAB.
T/P.A2 E,
104.0
WALL CONSTRUCTION (TYPICAL)
.BONG PER ELEVATIONS
••TTVEK• BOLDING WRAP
J'[Y PLYWOOD SHEATHING
6 W000 STUDS 0 16' O.C.
•4.19 BATT INSULATION
JY
GAB.
GOOK CONSTRUCTION
•4' CONC. 3A5 ON GRADE
•4' COMPACTED GRAVEL
CONI. 2.6 TREATED PLATE
TSLAB
VARIES
REIN.. CONC. FOOTING &
POLODATION WALL PER
BTRLICT.
[ //
CRAWL SPACE W/6 ML III
VAPOR BARRIER • _
-1111 i 11
1=1 I I-1 I I -Ilii 1111-
B I WALL SECTION (TYPICAL) 0 I WALL SECTION
SCALE. I/31'
--0• SCALE 1/2'-1'-O'
Radon Mitigation System Required
If Vents Subject to Closure
6 mil Vapor Barrier Required
ROOF CONSTRUCTION
•ASRHALT SHINGLES
•36. BOLDING PAPER
*PLYWOOD SHEATl1ING PER STRLCT.
. ROOF PRAMING PER STRUCT.
•R-35 BATT II.SLLATION
•9!• G.W.B.
CONT. DRIO EDGE
T
101.0
WhDO1 TRIM PER
VINYL 'MIAOW PER PLAN
FLOOR OON5TRLCTION
•SHEATHING PER STRL.CT.
*FLOOR PRAMNG PER STRUCT,
4? -30 BATT II2IATION
WALL CONSTRUCTION (TYPICAL)
. 5102613 PER ELEVATIONS
▪ TYVEK• BOLDING WRAP
d4' PLYWOOD SHEATHING
. 2.6 yv000 511.D5 0 16' O.C.
P"'
.R,YdATT 1N5U.ATION
44' GAR.
_ T/SLB ROS
100,0'
KEW. CONC. FOOTING &
FOUNDATION WALL PER
STRUCT,
ROOETION
•A6HALT SHINGLES
. 300 BJLDING PAPER
.PLYWOOD SHEATHING PER STQLCT.
. 000.E FRAMING PER STRLCT.
• R-35 BATT INSULATION
▪ GAB.
INSULATION BAFFLE
ll' CI.EARI
206 BLOCKING W/ 121 21.
VENTS (TYP 0 EA SAT)
T 111 PLYWOOD (TTP 0
EXPo,EEO RAFTE2 14)1,5)
FASTEN SMNGLEB WITH IL'
PAN HEAD SCREWS.
_—_—_ Tp Are
CRAWL SPACE W/ 6 MIL
VAPOR BARRIER
•
11E111=1
iil1, 111
_II
I 1=1 1-
CONT. GRIP EDGE
WIDOW TRIM PER
VINYL WINDOW PER 12CHED.
FLOOR CDNSTRLCTICN
S95A11.6NG P5? 81•51 -CT.
'FLOOR FRAMING PER STRLCT.
•0-30 BATT IN'SI.LATIDN
WALL CO.,STRUCTON !TYPICAL)
*SONG PER ELEVATIONS
•-TTVE< BUTAMG WRAP
J4' PLYWOOD SHEATHING
•21/6,WOOD STUDS 0 16' O.C.
7.1 •4-YI BATT 1NSLLAITON
•X
GWB.
I I
1-111-1 11=
=1 I 1=1
D I WALL SECTION
5CALS 1/2,1,0"
T_mKq
CONT. 2.6 TREA_TED PLATE
R91.F. CONC. FOOTING 6
FOUNDATION WALL PER
0.
STRLCT.
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in.
Min. 6 ft. 8 in. headroom. Enclosed usable space under
stairways requires 1 hour fire protection of in. GWB
HANDRAILS: Height of 34 — 38 inches when required by four or
more risers shall be continuous the full length of stairs with the
ends returned or rounded. LANDINGS: Required min. width of 36
in. or width of stairway and 36 in. travel distance
ons
.HomeDESIG/
HOMS PLANS / DESIGN BERVIOJ
AND PLAN MODIFICATIONS
PHONE: 809.499.8989
ABVIBIONB
5380HlP005
OLE
0
Qw z O
vWMi
t–�
c/
(rn
;.
5150.1.6 C
DRAWN:
OHBOKBD:
DSTB:
87.2
A4
WALL SECTIONS
T/SHTHG
JOIST PER PLAN
PT PLATE W/ }} 0 ABS 0
32" OC MINEMBED = 6"
(2) 14 HORIZ
NOTE:
1. PLACE ANCHOR BOLTS TO AVOID
INTERFERENCE 6011 JOIST BEARING.
2. PROVIDE CRAWL SPACE ACCESS AND
VENTING PER ARCH.
PER PLAN
TERIOR CRAWL SPACE
TOTING PERPENDICULAR TO JOISTS
STUD WALL & SITING PER PLAN
0.1413"0x31-- NAILS 0 6'0C
WEB STIFF PER JOIST MFR
11" RIM JOIST
MIN (2) 0.131"0231" NAILS
0 EA JOIST TO SILL R
SIMPSON LTP4 CUP 0 24"00
FIN GRADE
a
1V
REINF PER PLAN
14 0 24C OC (ALT HOOKS)
040
T/SHTHG
JOIST PER PLAN
SCALE: i".1'-0"
n U
NOTE:
PROVIDE CRAWL SPACE ACCESS AND
VENTING PER ARCH.
PER PLAN
SHTHG (I SIDE ONLY)
STUD WALL
PT PLATE W/ #"0 ABS 0
32' OC MINEMBED = 6"
REINF PER PLAN
I'ERIOR CRAWL SPACE FOOTING
.RPENDICULAR TO JOISTS WITH PONY WALL
D52
T/SLAB
SLAB ON GRADE
SCALE:
STUD WALL & SHTHG PER PLAN
PT PLATE W/ 4"0 ABS 0
32" 0.0. MINE BED = 6"
FIN GRADE
(2) /14 HORIZ
nu
TERIOR GARAGE WALL FOOTING
REINF PER PLAN
REINF 0 CENTERUNE OF WALL
14 9 24" OC (ALT HOOKS)
ID11A
SCALE: ]"=1'-0"
T/SHTHG
24 W/ (4) 0.131"0x
3t" NAILS
JOIST PER PLAN
BLKG 0 4B"0C� W/
(2) 0,131"0634"
NAILS TO SILL R
STUD WALL & SHTHG PER PLAN
DIAPHRAGM EDGE NAILING PER PLAN
0.146"0334" NAILS 0 6"0C
li" RIM JOIST
PT PLATE 14/_21"0 ABS 0
32" D.C. MINEIIBED = 6'
SIMPSON LTP4 CUP 0 24"0C
NOTE:
1. PLACE ANCHOR BOLTS TO AVOID
INTERFERENCE WITH JOIST BEARING.
2. PROVIDE CRAWL SPACE ACCESS AND
VENTING PER ARCH.
EXTERIOR CRAWL SPACE
FOOTING PARALLEL TO JOISTS
FIN GRADE
i
1,1
REINF PER PLAN
REINF 0 CENTERUNE OF WALL
14 0 24" 0C (ALT HOOKS)
03011
0148"0x31"
NAILS 0 6"OC
DIAPHRAGM EDGE NAILING PER PLAN
24 W/ (4) 0.131"03
3i" NAILS
T/SHTHG
PER
STUD WALL &
SHTHG PER PLAN
14" RIM JOIST
50G PER PLAN
0,1
sinudem
mai
JOISTS PER PLAN
BLKG 0 4B"0 W/
(2) 0.131'0x34"
NAILS TO SILL R
NOTE:
FOR ADOTRONAL 14FORMA-DON, REFERENCE 2/S1.
PORCH FOUNDATION
FLASHING
PT PLATE W/0 ABS 0
32' OC MINEM ED = 5"
EXT FTG PER PLAN
SCALE: 1"=1'-0"
SCALE: i"=1'-0"
Anchor Bolts- Minimum 'A" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
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.
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEAR"WALLS.
PROVIDE DOUBLE JOINTS (MIN) UNDER AU. 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
SHEAR WALS TO TRUSSES OR JOISTS ABOVE.
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
ALL FOO NGS MUST BE CONTINUOUS
58'-0"
32'-8"
6
CONC SLAB
ARCH
PER
✓
I-4w,B"DP FTG
W/ (2) /4 CONT.
TYP 0 PERIMETER
"r 236DS 0 16"OC TYP
W/ , APA RATED
5HTN W/ 0.131"0x2}"
EDGE NAILS 0 6"OC &
12"OC FIELD NAILING
6UI ALL EDGES
L
235 PONY WALL W/
STUDS 0 16"OC
(SHTHG (1) SIDE MIN)
1
r
13'-0"
•
L
J
3/32" APA RATED (154)
STURDI-FLOOR GLUED &
NAILED W/ 0.131122}"
NAILS 0 12"OC EDGE
NAILING & 0 12"OC AT
INTERMEDIATE SUPPORTS.
SHTHG = 100•-0"
1'-41YxtrOP FTG
%V (2) 14 CONT. TO,
771
2/51
ED
1.-4'Wx6"DP FIG
W/ (2) 14 CONT.
TYP 0 PERIMETER
2/S1
r
J
01
r
L
2x6 PONY WALL W/
STUDS 0 16"OC
(SHTHD (1) SIDE MIN)
2x6 DS 0 16"0C TYP
W/ "APA RATED
SHIN W/ 0.131"0x2}'
EDGE NAILS 0 6"OC do
12'0C FIELD NAILING
BLK ALL EDGES
1.-41.619'DP FIG
35
E
ma
Eo
J
r.
J
1
1
1
r --
i
4" CONC 60G
/54.68 =
L
25'-0"
1
_._0"
5/S1
r
4" CONC SOG
T/5LAB = 913C16•1
TYP 0 PERIMETER
1'-4'W,R"OP FTG
0
l'-4"WxR"DP FTG
L
W/ (2) 14 CONT,
TYP 0 PERIMETER
6/ (2) #4 CONT.
-J
24'-0"
FOUNDATION PLAN NOTES:
1. FOR STRUCTURAL GENERAL NOTES. DESIGN CRITERIA, ABBREVIATIONS AND LEGEND, REFERENCE 53.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
3. CONTRACTOR SHALL LOCATE AND VERIFY WITH OTHERS PRIOR TO POURING CONCRETE, ALL DOOR OPENINGS IN
EXTERIOR FOUNDATION WALLS; DRAINS AND 5LOPES,
4, ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL.
5. CONTRACTOR TO VERIFY ALL FOOTINGS HAVE 2'-0" FROST PROTECTION.
FOUNDATION PLAN
SCALE: 1"=1'-0
ons
omeDESIGN
HOME PLANS / DESIGN SERVICEI
AND PLAN MODIFICATIONS
PHONE: 509.499.8089
REVLRIONB
DESCRIPTION
DATE
PROJ.6
DRAWN:
066010010
MTB:
06.02
Er
07.0 1.06
S1
FOUNDATION PLAN
& FOUNDATION DETAILS
7-1.
2 (MAK)
ROOF SHEATHING & NAIUNG
PER PLAN
SIMPSON LSTA9 STRAP
0 EA BLKG ROW
2x6 BLOCKING 0 4B' OC W/
U26 HANGERS EA END (STRAP
TO ADJACENT TRUSS BAY)
(3) 0.148'0x3}' NAILS
1
1
2x6 BLOCKING
048" OC W/
(2) 16d TOE-
NAILS EA END
PRE -MFR
ROOF TRUSSES
PER PLAN
206 BRACE
4B'0C W/ 3
16d EA END
1126 HANGER
2x6 BLKG 0 46'
OC W/ SIMPSON
A34 TO DOUBLE
TOP R
1
SIMPSON H3 CLIP
EA OUTRIGGER
PER ARCH
EDGE NAIUNG
2A6 FLAT
OUTRIGGER
0 24'00
EXTERIOR WALL PARALLEL TO ROOF TRUSS
(GABLE END)
PER ARCH
PREFAB ROOF TRUSS PER PLAN
GABLE END TRUSS
(HOLD ;QP CHORD
DOWN 11
10d NAILS 0 6'OC
DOUBLE TOP PLATE
NAIUNG & SHEATHING
PER PLAN
SCALE: 1'=1'-0'
SHTHG PER PIAN
-H2.5 ANCHOR 0 EA TRUSS
0
DIAPHRAM BOMBAY NAILING PER PLAN
2x BLKG W/ (3) 0.131"0x3" TOENAILS
TO TOP PLATE
WALL EDGE NAILING
OVERHANG
PER ARCH
NOTE:
SCISSOR TRUSS FRAMING SIMILAR.
STUD 0 SHTHG PER PLAN
EXTERIOR WALL PERPENDICULAR TO ROOF TRUSS
(3) 0.140'0.31` NAILS
SCISSOR TRUSS
PER PLAN
ROOF 5HTHG &
N41UNG PER PLAN
0.164.1 *000
SCREWS 0 6.0C
2x6 FLAT OU411444R
0 24"LTC
SCALE 0"
PER ARCH
9
WALL NAILING FP00 PLAN
DBL TOP PLATEF
—SHTNG PER PL)M
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EXTERIOR WALL PARALLEL TO SCISSOR TRUSS
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1/52
ROOF FRAMING PLAN NOTES:
1. FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS
AND LEGEND, REFERENCE 53.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS
DRAWINGS.
3. FOR ALL DUCTS, CHASES AND PIPES, REFERENCE MECHANICAL,
PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. FOR STAIR
DETAILS AND GUARDRAILS, REFERENCE ARCHITECTURAL DRAWINGS.
4. ROOF SHEATHING TO BE I" APA -RATED SHEATHING WITH A MINIMUM
32/16 SPAN RATING. SHEATHING 10 BE NAILED TO ROOF FRAMING
WITH D.131bx34' NAILS AT 6'OC AT PANEL EDGES AND AT 12'OC
FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION)
PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.
ALLOW g' SPACE BETWEEN PANEL ENDS AN0 EDGES.
5. ALL EXTERIOR WALLS ARE 2x6 AT 16'0C. FOR THE STUD GRADE,
REFERENCE STRUCTURAL GENERAL NOTES.
6. PROVIDE SIMPSON H2.5 TIES AT ALL ROOF TRUSSES, TYPICAL,
7. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA:
TRUSS LRYOUT SHOWN 15 APPROXIMATE. TRUSS SUPPLIER 5
RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION.
FOR STANDARD DEAD AND UVE LOADS AND SUBMITTAL INFORMATION,
REFERENCE TO THE STRUCTURAL GENERAL NOTES.
SHADED REGION INDICATES APPROXIMATE AREA OF
OVER -FRAMING. TRUSS MANUFACTURER I5
RESPONSIBLE FOR DESIGNING THE OVER -FRAMING
REOUIRED. TRUSSES SHALL BE DESIGNED TO
SUPPORT OVER -FRAMING IN ADDITION TO THE
SPECIFIED DESIGN LOADS.
ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF TWO
STUDS.
B. TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS
SUPPUER.
(
26 FLAT OUTRIGGERS 0 24`OC
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BUILDING SECTIONS
STRUCTURAL GENERAL NOTES
GENERAL REQUIREMENTS
GOVERNING CODE: The "International Building Code DBC)", 21)03 Edition, as adopted and modified by
Kootenai County shall govem design and construction.
REFERENCE STANDARDS: Reference to a specific section Ina code does not relieve the contractor from
compliance with the entire standard. The latest edition of the standard shell be used unless a specific dale Is
Indicated.
NOTE PRIORITIES: Notes on the Individual drawings govern over these general notes.
STRUCTURAL DETAILS: The stiectursl drawings are Intended to show the general character end extent of
the project and are not Intended to show all details o1 the work.
STRUCTURAL RESPONSIBILITIES: The structural engineer la responsible for the strength and stability of
the primary structure In its completed form.
CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as
noted In DESIGN LOADS below or the capacity of partially completed construction.
DESIGN LOADS
WIND DESIGN Basic Wind Speed 90 MPH, Exposure C. Building Category II (tw = 1.0)
SEISMIC DESIGN: Seismic Use Group = I, le = 1.0
Spectral Response Coefficient (Short Period) See = 0.392g
Spectral Response Coefficient (1 -Second Period) Bpi • 0.172g
Selsndc Design Category C
Site Class • D
R = 6.5 tight framed wood shear walls)
SNOW LOAD. Roof Snow Load Pf = 30 PSF (1), Snow Exposure Factor Ce = 1.0, Snow Load Impor-
tance Factor = 1.0, Thermal Factor= 1.1,
DESIGN LIVE LOADS'
AREA LIVE LOADS
Roof(snow) 40 PSF(1)
Residential 40 PSF
(1) Designed for drifting snow in accordance with IBC Sec. 1808.
SOILS AND FOUNDATIONS
REFERENCE STANDARDS: Conform to IBC Chapter 18 'Foundations & Retaining Walls.'
DESIGN SOIL VALUES'
Allowable Foundation Pressure (Assumed) 1000 PSF - Native
Allowable Foundation Pressure (Assumed) 1000 PSF - Structural Fill
SLABS -ON -GRADE & FOUNDATIONS: All foundation shell bear on structural compacted fill or competent
native soli per the geotechnical report. All slabs-on.grode shall be founded on appropriate subgrede prepara-
tion as noted in the geotechnical report. Extanor perimeter footings shell bear not less than 24 inches below
finish grade, or by the geotechnical engineer and the building official. Interior footings shall bear not less than
12 Inches below finish floor.
CAST4N-PLACE CONCRETE
REFERENCE STANDARDS: Conform to:
(1) ACI 30148 'Standard Specifications for Structural Concrete',
(2) IBC Chapter 19 -Concrete,
(3) AG 318-02/318R-02
FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP -15, 'Standard
Specifications for Structural Concrete (ACI 301) with Selected ACI end ASTM References.'
CONCRETE MIXTURES: Conlon to ACI 301 Sec. 4'Concrete Mixtures.'
MATERIALS: Conform to ACI 301 Sec. 4.2.1 'Materials' for requirements for cementlaous materials, aggre-
gates, mixing water and admixtures,
SUBMITTALS: Provide an submittals required by ACI 301 Sec. 4,1.2. Submit mix designs for each mix In the
table below.
TABLE OF MIX DESIGN REQUIREMENTS
Strength Test Age Maximum Maximum Air
(psi) (days) Aggregate W/C Ratio Content
Member
Type/Location
Foundations
• Foundations
Slabs -on -Grade and Sidewalks
• Exterior
• Interior
3000 28 1' 0.50
3000 28 1' 0.45 8%
3000 28 1' 0.45
Mix Deslon Notes:
(1) WIC Ratio: Water-cementltious material ratios shall be based on the total weight of cementitious mate-
rials. Reties not shown In the table above are controlled by strength requirements.
(2) Cementitlous Content: The use of fly ash, other pozzolans, silica fume, or slag shall contort to ACI 301
Sec 4.22.9.5. Maximum amount of Dy ash shall be 20% of fatal cementilious content unless reviewed
and approved otherwise by SER.
(3) Alr Content: Conform to ACI 301 Sec 4.2,2.4. horizontal exterior surfaces In contact with the soil re-
quire entrained air. Use 'severe exposure.' Vertical exterior surfaces require 'severe exposure." Toler-
ance Is t1-14%. AIr content shall be measured at point defacement.
(4) Slump: Contort to ACI 301 Sec 4,2.2.2. Slump shell be determined et point of placement.
(5) Chloride Content: Conform to ACI 301 Sec 4.4.1 and Table 4.1.1.
(8) Non -chloride accelerator Non -chloride accelerating admixture may be used In concrete slabs placed at
ambient temperatures below 50°F at the contractors option.
(7) The design is based on 2500 psi concrete strength, no spacial Inpection Is required.
FORMWORK• Conform to ACI 301 Sec. 2'Formwork and Fan Accessories.' Removal of Forns 'kali con -
fon to Sec. 2.3.2 except strength indicated in Sec. 2.3.2,5 shall be 0.75 r c.
MEASURING, MIXING, AND DELIVERY: Contort to ACI 301 Sec. 4.3.
Conform to ACI 301 Sec. 5.
•.:k• A _ •i • x x: Ix .x • .
CONSTRUCTION JOINTS: Conform to ACI 301 Secs. 2.2.2.5, 5.1.2.35, 5.2.2.1 and 5.3.2.6. Canstrucaon
joints shell be located end detailed as on the construction drawings. Use of an acceptable edheslve, surface
retarder, portland cement grout or roughening the surface Is not required unless specifically noted on the
drawings.
EMBEDDED ITEMS: Position and secure In place expansion Joint material, anchors and other structural and
non-structural embedded Items before placing concrete. Contractor shall refer to mechanical, electrical,
plumbing and architectural drawings end coordinate other embedded Items.
CONCRETE RDNFORCEM ENT
p2EFERENCE STANDARDS: Conform to:
(1) ACI 301-99 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforce-
ment Supports'
(2) ACI SP -66 "ACI Detailing Manual' Including ACI 315 "Details and Deleting of Concrete Reinforcement.'
(3) CRSI MSP -2-98 "Manual of Standard Practice.'
(4) ANSUAWS 01.4 "Structural Welding Code - Reinforcing Steel.'
(5) IBC Chapter 19 -Concrete.
(6) ACI 318 -latest edition.
SUBMITTALS: Conform to ACI 301 Sec. 3.1.1 -Submittals, data and drawings.' Submit placing drawings
showing fabrication dimensions and locations for placement of reinforcement end reinforcement supports.
MATERIALS:
Reinforcing Bars ASTM A1315, Grade 60, deformed bars.
Bar Supports CRSI MSP -2-98, Chapter 3 "Bar Supports'
Tie Wire 18.5 gage or heavier, black annealed.
FABRICATION: Conform to ACI 301, Sec 3.2.2. 'Fabrication', and ACI SP -66 "ACI Detailing Manual'
WELDING: Bars shall not be welded unless authorized. When authorized, contemn to ACI 301, Sec. 3.2.2.2.
"Welling' and provide ASTM A708, grade 60 reinforcement.
pLACING: Conform to ACI 301, Sec. 3.3.2 "Placement' Placing tolerances shall conform to Sec. 3.3.2.1
'Tolerances."
CONCRETE COVER: Conform to the following cover requirements from ACI 301, Table 3.3.2.3:
Concrete cast against earth 3'
Ties in columns and plinths 1-W
SPLICES: Conform to ACI 301, Sec. 3.3.2.7. Refer to "Lap Splice Schedule, 61.2 for typical splices. The
splices Indicated on Individual sheets control over the schedule. Use Class B spaces unless noted. Mechani-
cal connections may be used when approved by the Engineer.
FIELD BENDING: Conform to ACI 301 Sec. 3.3.2.8 'Field Bending or Straightening." Bar sizes #3 through #5
may be laid bent cold the first time. Other bars require preheating. Do not twist bars.
WOOD FRAMING
REFERENCE STANDARDS: Conform to:
(1) IBC Chapter 23 'WOOD'
(2) NOS -01 '1987 National Design Specification (NDS) for Wood Construction with 2001 Supplement'
(3) APA PDS -97 Plywood Design Specification (revised 1 99 8)
(4) ANSI/TPI 1'National Design Standard for Metal -Plate -Connected Wood Truss Construction'
(5) IPI HIS 'Commentary and recommendations for Handling, Installing & Bracing Metal Plate Connected
Wood Trusses'
(6) TPI DSB'Recommended Design Specification for Temporary Bracing of Metal Plata Connected Wood
Trusses'
(7) APA Report T96-22 -'Nall Penetration and Framing Specific Gravity Factors for Shear Walls and Dia-
phragms'
DEFERRED SUBMITTALS' Submit product data and proof of ICC approval for framing members and fasten-
ers that have been designed by others. Submit calculations prepared by the SSE In the state of Washington
for all members and connections designed by others along with shop drawings. All necessary bridging, block-
ing, blocking panels and web stiffeners shall be detailed and tumished by the supplier. Temporary and perma-
nent bridging shall be installed in conformance with the manufacturer's specifications. Deflection limits shall
be es noted under DESIGN LOADS section. Products included ere:
Metal elate connected roof trusseh (prefabricated roof tresses) shop drawings shall provide
for shapes, bearing prints, Intersections, Nps, and valleys shown on the drawings. The
manufacturer shall provide special hip, valley end intersection areas (step down trusses, jack
trusses and girder trusses) unless specifically Indicated on the plans. Provide all truss -to -
truss and truss -to -support connection details and required connection materials. Specify tem-
porary and permanent bracing and connections on the shop drawings. Provide all truss reac-
tions on shop drawings,
IDENTIFICATION: All sawn lumber and pre -manufactured wood products shell be Identified by the grade
mark or a cedlicate of inspection Issued by the certifying agency.
MATERIALS:
• Sawn Lumber. Conform to grading rules of WWPA, WCUB or NLGA. Finger jointed studs acceptable at
interior wens only.
Member Use
Studs
Sill Plate
Joists
Size
2 4,
243
204, be
2x8 —2012
Species
DF
P.T. DF
DF
Grade
No.2
No. 2
No. 2
• Glued Laminated Timber. Conform to AITC 117 'Standard Specifications for Structural Glue -laminated
Timber of Solwood Species, Manufacturing and Design' end ANSUAITC A180.1 'Structural Glued
Laminated Timber.' Camber all glued laminated members beams to 2000' radius, unless shown other-
wise on the plans.
Member the
Beams
Sizes
All
Species Comb. Symbol
DF/DF 24F -V4
Uses
Simple Spans
• Metal Plata Connected Wood Roof Trusses: Conform to IBC Sec. 2303.4. and 2308.10.7.
• Wood Structural Sheathine /PWwoor): Wood APA -rated structural sheathing includes: all veneer ply-
wood, odented strand board, walerboard, particleboard, TI -11 siding, and composites of veneer and
wood based material with T&G joint. Contractor may disallow OSB. Confirm wllh Protect Team. Con -
on to 'Construction and Industrial Plywood' based on Product Standard PS -1--95 by the U.S. Dept. of
Commerce, and 'Performance Standard for Wood -Based Slrudturel-Use Panels' based on Product
Standard PS -2-92 by the U.S. Dept. of Commerce and 'Plywood Design Specification (revised 199&)'
based on APA PDS -97 by the American Plywood Association.
• Minimum APA Rating
Location
Roof
Floor
Wells
Thickness
15/32'
23/32' T&G
15/32'
Span Rating
32/18
24 OC
32116
Plywood Grade Exposure
GD 1
STURD-I-FLOOR 1
C-0 1
Unless noted otherwise on drawings, install roof and loon panels with long dimension across supports
and with panel continuous over two or more spans. End joints shell occur over supports.
• Timber Connectors: Shall be 'Strong lie' by Simpson Company as specified In their latest catalog. Al-
tematte connectors by other manufacturers may be substituted provided they have current ICC approval
for equivalent or greater load capacities and are reviewed / approved by the SER prior to ordering. Con-
nectors shall be Installed per the manufacturer's instructions. Where connector straps connect two
members, place ono -half of the nails or bogs In each member. Where straps ere used as hotdovms, nall
straps to wood framing Just prior to drywall application, as lata as possible In the framing process to al-
low the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buck-
ling and potential finish damage.
Where connectors are In exposed exterior applications In contact wllh preservative treated woof (PT)
other than CCA, connectors shell be either batch hot -dipped galvanized (HDG), mechanically galva-
nized (ASTM B895, Class 40 or greater) stainless steel, or pro4ded with 180 oz/af of zinc galvanizing
equal to or better than Simpson 2MAX finish.
Fasteners (nails, bons, screws, etc) attaching timber connectors i)oist hangers, post caps and bases,
etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as
the protected connector. Fasteners (nails, bolts, screws, etc) attaching sawn timber mamba's or
sheathing (shear walls) to PT wood be corrosion resistant; nails and lag bolts shall be either HOG or
stainless steel. Verity the suitability of the fastener protection/coating with the wood treatment chemical
menu facluref/supplier.
Protide washers under the heads and nuts of all bolts and lag screws bearing on wood. All nails 12d
and smaller shall be full length common unless noted otherwise. 184 nails may be 16d sinkers unless
noted otherwise. Nall straps to wood framing as late as possible In the framing process to albw the
wood to shrink and the building to settle. Premature nailing of the stmp may lead to strap buckling end
potential finish damage.
Eautanai : Conform to IBC Sec 2304.9 'Connections and fasteners.' Unless noted on plans, nail par
Table 2304.9.1. Unless noted otherwise all nails shell be common. Nall sizes specified on the drawings
are based on the following specifications:
Size Length Diameter
8d 2-V."
8d 2.14'
10d 3'
12d (18d sinker) 341'
104 3-14'
0.113'
0.131'
0.148'
0.148'
0.182'
Alternate nails may be used but are subject to re4ew and approval by the Structural Engineer. Substitu-
tion of staples for the nailing of rated sheathing Is subject to review by the structural engineer prior to
construction.
• lac Bolts/Bola: Conform to ASTM A307 and IBC Sec. 2304,9.
NAIUNG REQUIREMENTS: Provide minimum nailing In accordance with IBC Table 2304.9.1. 'Fastening
Schedule' except as noted on the drawings. Nailing for rootfloor diaphragms/shear walls shall be per draw-
ings. Neils shall be driven flush and shell not fracture the surface of sheathing.
STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the plans, construction shell conform to 180
Sec. 2308 'Conventional Light -Frame Construction'
MOISTURE CONTENT: Wood material used for this project shall have mauImum moisture content of 19%
except for the pressure -treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of
these limits. The maximum moisture content required may be less than 19% when basad on a particular clad-
ding/Insulation
ladding/Insulaton system. Refer to the Architect's drevdngs, and project specifications. or with cladding Installer
for maximum recommended moisture content.
CLADDING COMPATIBILTY: The Architect/Owner shall review the cladding and Insulation systems proposed
for the project with respect to their performance over wood studs with moisture contents greater than 19%.
EIFS systems should be avoided on wood -framed projects due to problems v4th moisture proofing.
PRESERVATNE TREATMENT (PT); Wood materials are required to be 'treated wood' In accordance with
IBC Sec. 2304.11. 'Decay and Termite Protection' shall conform to the appropriate standards of the American
Wood -Preservers Association (AWPA) for sawn lumber and glued laminated timber. Follow American Lumber
Standards Committee (ALSO) quality assurance procedures. Products shall bear the appropriate mark. Fas-
teners or anchors In treated wood shall be of stainless steel or hot -dipped galvanized oras per IBC 2304.9,5.
Use CCA or CCA -C treated lumber unless the corrosive properties of alternative chemical treatments are con-
sidered In the corrosive resistance of connectors and fasteners. Mud sill plates In normally dry Interior appli-
casons may be treated with Sodium Borate (DOT -Dieodium Octabe rate Tetrehydrate) as recent studies have
noted less connector corrosion potential than other available wood treatments. Wood treated with Sodium
Borate shall be protected during shipment, storage and Installation to minimize leaching of the water-soluble
preservative from the lumber.
Sodium borate pressure treated plates do not require hat -dipped galvanized connectors.
DRAWING LEGEND
MARK
DESCRIPTION
MARK
DESCRIPTION
82.0
FOOTING SYMBOL (REFER TO
SPREAD FOOTING SCHEDULE)
INDICATES DIRECTION OF DECK SPAN
��
PI
SPREAD PILEMBO L 0/? SCHEDULE)
1
INDICATES WIDE FLANGE COLUMN
AO
TILT-UP/PRECAST CONCRETE WALL
CONNECTION SYMBOL
(REFER TO CONNECTION DETAIL)
0
INDICATES HOLLOW STRUCTURAL
SECTION (055) COLUMN OR
TUBE STEEL (TS) COLUMN
=,,SHEAR
WALL SYMBOL (REFER TO
SHEAR WALL SCHEDULE)
■
INDICATES W000 POST
QI
REVISION TRIANGLE
o
INDICATES HOLLOW STRUCTURAL
SECTION (HSS) COLUMN OR
STEEL PIPE COLUMN
TILT-UP/PRECAST CONCRETE WALL
PANEL NUMBER (REFER TO TILT -UP/
PRECAST CONCRETE WALL ELEVATIONS)
INDICATES CONCRETE COLUMN
fl
,.,
til
CMU WALL REINFORCING SYMBOL
(REFER TO CMU WALL REINFORCING
SCHEDULE)
❑
INDICATES PRECAST
CONCRETE COUNN
B i
DRAG STRUT WELD LENGTH
(REFER TO TYPICAL DETAIL)
111.•
INDICATES MOMENT FRAME
CONNECTION
50
INDICATES DOUBLE SHEAR CONNECTION
(REFER 10 THE STANDARD BOLTED
BEAMS CONNECTION DETAIL)
is.•
INDICATES DRAG CONNECTION
SR )
INDICATES NUMBER OF STUD RAIL
REQUIRED AT COLUMN (REFER TO
STUD RAIL DETAILS)
INDICATES WOOD OR STEEL STUD
WALL
}
O
ROOF/FLOOR DIAPHRAGM NAILING
SYMBOL (REFER TD DIAPHRAGM
NAILING SCHEDULE)
iipraZZt..
INDICATES MASONRY/CMU WALL
I, Cl I
STEEL TO STEEL COLUMN
CO UMNfASCHEBOL DULE)R
CINDICATES
TE WALLRETE/TILT-UP
T SLAB
ELEVATION SYMBOL (T/ REFERS
TO COMPONENT THAT THE
ELEVATION REFERENCES)
s ---i.
INDICATES WOOD OR STEEL STUD
SHEAR WALL
MN
�'�L/1
U
STUD BUBBLE (INDICATES NUMBER
OF STUDS REQUIRED IF EXCEEEDS'____$
NUMBER SPECIFIED IN PLAN NOTE)
INDICATES BEARING WALL BELOW
INDICATES STEP IN FOOTING
(REFERR OTOO TYPICAL STEP IN
4 }
INDICATES EXISTING WALL
1 _
DETAILS OR SECTION CUT
(DETAIL NUMBER/SHEET NUMBER)'
�, L ,
POST -TENSION DEAD END (PLAN)
X/SX.X
x. ®
�
DETAILS OR SECTION MEE /UT IN PLAN
VIEW (DETAIL NUMBER/SHEET NUMBER)
�
POST -TENSION STRESSING END (PLAN)
_
INDICATES LOCATION OF CONCRETE
WALLS,RAMEELEVATIONS WAILS sHEAR OR BRACED
ii
POST -TENSION PROFILE(PLAN)
(IN INCHES)
®
1
X01
SPAN INDICATOR (INDICATES EXTENTS
OF FRAMING MEMBERS OR OTHER
STRUCTURAL COMPONENTS)
I` \ '
7-'i
INTERMEDIATE STRESSING (PLAN)
ABBREVIATIONS
L Angle FD Floor Drain PP Partial Penetration
AB Anchor Ball FON Foundation PREFAB Prefabricated
ADDL Additional RN Finish PSF Pounds per Square
ALT Alternate FLR Floor Foot
ARCH Architectural FRP Fiberglass PSI Pounds Per Square
8/ Bottom Of Reinforced Plastic Inch
8110 Brick Masonry Unit FTG Footing PSL Parallel Strand
BP Boseplate F/ Face of Lumber
BIM Between GA Gage P -T Post -Tensioned
BLDG Building CALM Galvanized PT Pressure Treated
BLKG Blocking GEOTECH Geotechnical R Rodius
BOT Bottom GL Glue Laminated RD Roof Drain
OE Centerline Timber REF Refer/Reference
C Camber 0010 Gypsum Wall Board REINF Reinforcing
CB Castellated Beom HDR Header REDD Required
CIP Cost in Place HF Hem -Fir RET Retaining
CJ Construction or HGR Hanger SCHED Schedule
Control Joint HD Hald-down SECT Section
CJP Complete Joint HORIZ Horizontal SHTHG Sheolhing
Penetration HP High Paint SIM Similar
CLR Clear HSS = TS (Hollow SOG Slob an Grode
CMU Concrete Masonry Structural Section) SPEC Specification
Unit IBC International Building 50 Square
COL Column Code SR Sludroil
CONC Concrete ID Inside Diameter SF Square Foal
CNN Connection IE Invert Elevation 05T Stainless Steel
CONST Construction IF Inside Face STD Slondord
CONT Continuous INT Interior STIFF Stiffener
C'SINK Countersink k Kips Sift Steel
CTRO Centered KSF Kips Per Sq. Ft STRUCT Structural
LF Lineal Foot 5WW) Solid Web Wood
0 Diameter LL Live Load Joist
OB Drop Beam LLH Long Leg Horizontal SYM Symmetrical
SBA Deformed Bar Anchor LLV long Leg Vertical S/ Top 01
DET Detail LP Low Point 159 Top & Bottom
081 Double LONGIT Longitudinal TC AX LD Top Chord
DEV Development LSL Laminated Strand Lumber Axial Load
DF Douglas Fir LVL Laminated Veneer Lumber TCX Top Chord Extension
DIAD Diagonal MAS Masonry TDS Tie Down System
DIST Distributed MAX Maximum T&G Tongue & Groove
DL Deod Load MECH Mechanicol THKND Thickened
ON Down MEZZ Mezzanine THRU Through
DO Ditto 0011 Manufacturer TRANSV Transverse
OP Depth/Deep MIN Minimum TYP Typical
DWG Drawing MISC Miscellaneous UBC Uniform Building
EA Each NIC Not In Contract Code
EF Eoch Face NTS Not To Scale LINO Unless Noted
EL Elevation OC On Center Otherwise
ELEC Electrical OD Outside Diameter URM Unreinforced
ELEV Elevator OF Outside Face Masonry Unit
EMBED Embedment OPNG Opening VERT Vertical
EO Equal OPP Opposite W Wide
EQUIP Equipment O8SJ Open Web Steel Joist W/ With
EW Eoch Way OWWJ Open Web Wood Joist W/0 Without
EXP Expansion R Plate MS Welded Headed Stud
EXP JT Expansion Joint PAF Powder Actuated Fastener WP Working Point
EXIST Existing PERP Perpendicular WWF Welded Wire Fabric
EXT Exterior PLWD Plywood ± Plus or Minus
ons
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DB80AIPT10H
DATE
PAOJ. #
DBAWH:
0880580:
DATE:
00.03
EP
07.20.08
S3
GENERAL NOTES
• 1_
'PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING '
INSPECTIONS
CITY COPY
THIS BUILDINGSUBJECT
TO FIELD INSPECTION CORRECTIONS
�ey •
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY PuiLoinlo nrvicinp