2006, 09-07 Permit 06003393 Building PlansPROPERTY LINE 80' +/-
EXISTING
STORAGE
BUILDING TO
BE REMOVED
EXISTING RESIDENCE AND
GARAGE
PROPERTY LINE 80' +/-
PERK I NE ROAD
EXISTI\G SITE PLA\
PROPERTY LINE
5' BUILDING SETBACK
PROPERTY LINE 80' +/-
1
1
4" PVC SEWER LINE
TO CONNECT TO EXISTING
SEWER AT HOUSE 7'-
46'-0"
REMOVE EXISTING
OUT BUILDING
I6-5"
EXISTING
SWIMMING POOL
I5'-O"
I2'-2 1/16"
;o
7-4"
EXISTING RESIDENCE AND
GARAGE
9
m
O
10
10' . 00"
64'-8"
5'-4"
L
PROPERTY LINE 80' +/-
OFOS
111011110.100.
PERK I NE ROAD
D 4LTE4TIO\ SITE PLA\
W
a 8
0 4
DRAWN BY:
JOE STOY
SCALE:
v8• - r-0•
REVISIONS:
PROJECT: OUT BUILDING FOR
JAMES RENGGLI
1018 N. PERRINE RD SPOKANE VALLEY
0
DRAWINGS
EXISTING SITE PLAN
PROPOSED ALTERATION SITE PLAN
1-
0
Q
C[
1-
Z
0
0
44;cop-
SERVICES
RESIDENTIAL AND CONNERICAL
924-4247 JOE STOY
SHEET
46'-0"
Min. 4 ft Brace Wall Panelper 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
I0'-5 1/2"
// 0.-3 1/2"
TANKLESS
I-10T WATER
//
9'-O"
14'-6"
0'-5 1/2"
0'-3 1/2"
5'-5 1/2"
0'-5 1/2"
0 SMOKE ALARMS .SHALL BE INTERCON-
, NECTED AND HARD WIRED IN SUCH A
SD MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24" & ON EACH FLOOR)
'"C\t
Ly
AIR
COMPRESSOR
200 AMP c, hAbvt.-S-rio
LLi SERVICE At.
SD°
3068
ic)
Egress widows openable
5.7 sq. ft. 44" sill
/
3060
EGRESS
T-9"
la-5 1/2"
r---
4`-
co
0
0
cXJ
,2'-9 1/2"
4'-9"
3" RADON VENT
INTO ROCK
3060
EGRESS
6'-4"
Or-3 1/2" 12'-10"
23'-7"
FUTL
/1
N
RE RANGE
'-6 1/2"
46'-O"
THIS WALL TO BE
INSULATED W/-R-$
BATT INSULATION9A
TY GLMS
ci]
10'-6"
6068
SLIDE
DOO
STOR.
4068
0'-5 1/2"
I6'-5"
5'-5 1/2"
9
0
Wws-TFANs
WOECFM IthetiOn
,
50 CM' bathrOOin.s
&laundiy Vsveo
Co
LAIN11101lx required on Dom sides or exit doors with min. size or
/ 3 ft. measured in direction of travel by.3 11. or width of door if
greater, and not lower than 1 Y2 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.
111. • 111.71,11,6 T • 1
0'-4"
r_.
5'-4"
5'-0"
4'-6"
16'-0"
01•••••••••
//
Os-4"
3'-1"
L.00 DLA\
SCALE: 1/4" = NO"
46'-O"
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.
EXISTING RESIDENCE
SINK
2"
SINK
RADON
VENT
'41
4" CONC FLOOR SLAB OVER ai
CRUSHED ROCK 21
a.
. I
3/4" PVC WATER FROM
4'-6"
5r-0"
5'-4"
16'-0"
CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (i)
FOUNDATIONINALLS - Sono # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - A500 # PSI
4" CONC FLOOR SLAB
OVER 6-MIL VAPOR BARRIER
OVER CRUSHED RADON ROCK
USE SIMPSON
PB 44R POST BA
TYP
//
3'-1"
23'-7"
6'-0"
ALL FOOTINGS MUST BE CONTINUOUS
DECKS: Ledger board requires Y2" lag bolt (a,) 16" o.c. with
flashing behind. Guardrail 36 in. high required if floor more than
30 in. above grade. Picket spacing no more than 4 in. apart. Posts
require approved base and beam connectors. Min. 24 in. frost
protection to finish grade with min. 12 in. footing base.
I6'-5"
46'-O"
1/Eamomma
\DATO\
D
LA\
SCALE: 1/4" = NO"
;"?
3/4" WATER SERVICE
220
AR
COMP
200 AMP
SERV1C
Nen.'
S DO
TANKLESS
HOT WATER
P.C.
R.C.
DW
F1
+15'
GFI/WP
•
P.C.
R.C. P.C.
R.
45'
\LN
R.C.
=L-CTICAL PLA\
SCALE: 1/4" =
3t
STOR.
EXTERIOR
WALL FIXTURE
1/2' CW
1/2' I-IVV
(15
FLAteePr
TAW'
N211-1
Z
•
CW
1/7 1-IVV
1112
•
M3I\G PLA\
SCALE: 1/4" =
-
tili
F---
0
DRAWN BY:
JOE STOY
SCALE:
1/4" = l'-0"
_
z
0
Fn.
5
LI
PROJECT: OUT BUILDING FOR
JAMES RENGGLI
1018 N. PERRINE RD SPOKANE VALLE1'
0
1---
0
I—
z
0
0
DRAVV I NGS:
FLOOR PLAN FOUNDATION PLAN
ELECTRICAL PLUMBING PLANS
e tA
MODERN
DRAFTING
SERVICES
RESIDENTIAL AND COMMERICAL
924-4247 JOE STOY
411,
4
SHEET
43.0
1
1
MIMI
S j TY GLAS
S
SOT
o\
V\I-
-L
VA
ion
\ORT
LVIAT IO\
WIIMOIMMMO
AS
VA-10\
W
o
DRAWN BY:
JOE STOY
SCALE:
1/4" = I'-0"
z
0
(75
cz
PROJECT: OUT BUILDING FOR
JAMES RENGGLI
1018 N. PERRINE RD SPOKANE VALLEY
0
1-
0
Q
oc
H
z
0
DRAWINGS:
EXTERIOR ELEVATIONS
el
cr
\-,
.„
'
MODERN
DRAFTING
SERVICES
RESIDENTIAL AND COMMERICAL
924-4247 JOE STOY
SHEET
AL.O
PROVIDE 1-1-1 CLIPS AT
EACH HIP CONNECTION
TO TOP PLATE
EXTERIOR VINYL LAP
SIDING 6" TO WEATHER
OVER TYVEK BUILDING
VVRAP OVER 7/16" OSB
GRADE
OVERBUILD
?.) 2X10 (2) 2X10
DR HD?
4 X 4
VVD POST TYP.
_EL
(2) 2X10
HDR
a
0
x
cNt
RAM
SCALE: 1/4" = NO"
41
FAFFL-C
0
12
2X6 STUDS AT 16" 0.C.
PERIMETER WALLS
W/ R-0 INSULATION
VV/I/2" GWB INTERIOR
7,1
2X4 STUD WALLS
AT 16" O.C. TYP.
1/2" X 10" ANCHOR
BOLTS EMBED MIN
7" OR US RAMSET
ANCHORS AT 48" O.C.
MONOLITHIC PERIMETER
FOOTING W/ 2144'S CONT.
L9I\G
SCALE: 1/4" = NO"
\G
D
R-38 BAT INSJLATI N
A\
5/8" TYPE 'X' GWB
CEILING TYP.
1/2" GWB TYP
ALL INTERIOR
WALLS
2X6 PLUMBING
WALL
1/8" GAP
BE TWEEN SHEATHING
OVERBL
ILD
(2) 2X10
I-1DR
COMP SHINGLES OVER 15u FELT
OVER 5/8" CDX PLYWD DECK OVER
PRE-FAB WOOD TRUSSES AT 24" O.C.
ALL SILL PLATES IN
CONTACT W/CONC
TO BE PRESSURE
TREATED WOOD
2X BLOCK
TYP
G A- 16" 0
INSULATE THIS
WALL W/R-Yr
INSULATION74
4" CONC FLOOR SLAB
OVER 6 MIL V.B. AND
CRUSHED RADON ROCK
INTERIOR WALLS USE
RAMSET ANCHORS AT
48" O.C. TYP.
10\ A -A
PROVIDE CONT RIDGE
VENTING
12
I 4
EXTERIOR VINYL LAP
SIDING 6" TO WEATHER
OVER TYVEK BUILDING
WRAP OVER 7/16" OSB
- AMC insulation cercmcauon requirea as -co
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 Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
co
cij
AO# felt for ice
dam protection
24' a &IS, 0 (3.-
)(7-410t.to A
Attic Accessible
by 22' x 30"
1 X FASCIA BOARD
1/2" CDX PLYWD SOFFIT
W/CONT SCREENED VENT
41
to
12
2X6 STUDS AT 16" O.C.
PERIMETER WALLS
VV/ R-W INSULATION
VV/I/2" p)/VB INTERIOR
PI
1/2" X 10" ANCHOR
4" CONC FLOOR SLAB
BOLTS EMBED MIN
OVER 6 MIL V.B. AND
7" OP US RAMSET
RUSI--IED RADON ROCK
ANCHORS AT 48" 0.C7
MONOLITHIC PERIMETER
FOOTING W/ 2 114S CONT.
ELILDI\G S:CTIO\
1 /8" GAP
BETWEEN SHEATHING
COMP SHINGLES OVER15# FELT
OVER 5/8" CDX PLYWD DECK OVER
PRE-FAB WOOD TRUSSES AT 24" O.C.
3-3
SCALE: I/4" =
SCALE: 1/4" =
41
12
2X6 STUDS AT 16" 0.C.
PERIMETER WALLS
W/ 12-INSULATION
VV/I/2" GWB INTERIOR
1/2" X 10" ANCHOR
BOLTS EMBED MIN
7" OR US RAMSET
MONOLITHIC PERIMETER
FOOTING W/ 2 rt4'S CONT.
o.4
\G S-CT 10\
4" CONC FLOOR SLAB
OVER 6 MIL V.B. AND
CRUSHED RADON ROCK
0-0
__,......_.,.............
E-
<
DRAWN BY:
JOE STOY
SCALE:
1/4" =
z
0
(--f5
5
u_i
ry
PROJECT: OUT BUILDING FOR
JAMES RENGGLI
1018 N. PERRINE RD SPOKANE VALLE).
CONTRACTOR:
DRAVVINGS:
ROOF FRAMING PLAN
BUILDING SECTIONS
etyk
MODERN
DRAFTING
SERVICES
RESIDENTIAL AND CON/143210AL
924-4247 JOE STOY
''''H
/ ii
SHEET
A5.0
101
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
THESE PL r' N UST E KEPT
ON THE JOB SITE
THIS BUILDING SW;' ACT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR COD CO! 4PLIANCE
SPOT lE VALLEY MI DINgf DIVISION
vd