Plans Garage Addition For
Steve and Diana Cutonilli
13220 S. W. Genisis Loop, Tigard
—ice
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LIABILITY
The City of Tigard and its
Mork cj Star Coo,sti'u.ct�ov employees shall not be
responsible for discrepancies
which may appear herein.
/.
CITY OF TIGARD
Approved (
Conditionally Approved , ( ):
For only the work as escribed in:
PERMIT NO. 47iS r OO,- - 00 4 2 0
See Letter to: Follow ( ):
Attach
Job Address: 1 3 L Z air) O Su) � /Sl S ) L op p
BY: 13 .r Date: /O -i�- 0 l.
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INTERIOR
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8" CEDAR SIDING TO
MATCH EXISTING
9' x T OVERHEAD DOOR
1
85
simommi
FRONT
SCALE: 1" = 1' -0"
Morvi.Lm,0 ,Star CovbstYiCCt-covt, Cutonilli - 13220 S. W. Genisis Loop, Tigard
EXISTING
ROOFING TO
MATCH EXISTING
12
2x6 BARAGE RAFTERS
S 14 SHAKE MOULD
NEW
- SIDING TO MATCH EXISTING
RIGHT SIDE
SCALE: 1" = 1' -0"
MOrvb q Star Govbstruct ovi, Cutonilli - 13220 S. W. Genisis Loop, Tigard
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FINISH GRADE
BAC K
SCALE: 1" = 1' -0"
Morvbcpbq Star Constrl,CGt om, Cutonilli - 13220 S. W. Genisis Loop, Tigard
i 20' -0u / .
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CEDAR BEVEL SIDING
ON #15 BUILDING PAPER 8" CONCRETE FOUNDATION WALL
ON %" PLYWOOD ON 16" x 8" FOOTINGS -- SEE DETAIL - - - - -- —° I
ON 2x4 STUDS - 16" oc
ON P. T. MUD SILL 1'- '
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4
FLOOR PLAN N
in
SCALE: 1/4" = 1' -0" NEW SHOP co
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RIDGE----- 8- - - - --L I 4 � i N b N
3W THICK CONCRE FLOOR o (V
WITH WIRE MESH ON COMPACTED
�� GRAVEL - -SLOPE 3" TO FRONT F = O X S
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C a 9' x T OVERHEAD DOOR O
3.125" x 10.5" GLB
- - -- — - -- 4x12HDR
CONTINIOUS 16" x 8" FOOTING I I \ O \
O 7' -4 „ 8' -4„ / 4' -
40_:0 W 3W THICK CONCRETE
I Z WITH WIRE MESH ON COMPACTED GRAVEL
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/ 20' -0° / .
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PEG &I REBAR INTO (E)
FOUNDATION 8" OC
v
8" CONCRETE FOUNDATION WALL
ON 16" x 8" FOOTINGS - SEE DETAIL -°
V
FOUNDATION PLAN 6
F NEW SHOP
SCALE: 1/4" = 1 - 0" Z
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N NN
F 334" THICK CONCRETE FLOOR a N
WITH WIRE MESH ON COMPACTED
�• -�< GRAVEL - SLOPE 3" TO FRONT
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RE INTO QE) 1
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W Z WITH WIRE MESH ON COMPACTED GRAVEL
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ROOF VENTS
CEDAR SHAKE ROOFING
ON 1 x 6 SPACE SHEETING
4
•
12
VENTED BLOCKS % — 5
GUTTERS j ROOF — 24" oc
3.125" x10.5" GLB T �
CEDAR LAP SIDING
ON #15 BUILDING PAPER _
ON W PLYWOOD SHEATHING
ON 2x4 STUDS —16" oc SEE FOUNDATION DETAIL
*
CONCRETE SLAB
WITH WIRE MESH
ON COMPACTED GRAVEL FILL
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1 •
SECTION
W x 10" ANCHOR BOLTS – 72" oc 8" THICK CONC. WALL (2) - # HORIZONTAL #4 REBAR
WITHIN 12" OF TOP – ONE NEAR BOTTOM
VERT. #4 REBAR 48" OC IN WALLS OVER 36" TALL
, N ONE
16" x 8" FOOTING WITH (2) - #4 HORIZONTAL REBAR
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1 - 1111 ■ MAX UNBALANCED
111E11' • BACKFILL HT. 4' - 0"
FOUNDATION DAMP PROOFING 1=111 T
DRAIN ROCK WITH PERF. DRAIN PIPE -v.
III =III . •
I►IIII �� FOUNDATION DETAIL
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Mon't.L!'z q Star COviSi -uc ioi'v Cutonilli - 13220 S. W. Genisis Loop, Tigard
4> .
ALTERNATE BRACE PANEL
MIN. WIDRH
2' N k
_ _ _ 2x4 FLAT BLOCKING AT
U n PANELEOGES
7/16' WOOD STRUCTURAL PANEL
• I 8d COMMON NAILS
roc O EDGES - 12•oc a FIELD
O INV x STUDS - EA. END
03
b r 4 2 X STUDS - 16• oc
PH02 HOLD DOWN ANCHORS
(2) 04 REBAR x 10' - 0• LONG SSTB ANCHOR BOLTS
1 AT TOOTING
1 AT TOP OF STEM WALL DECKING / MUOD SILL O
VER11 AL1t4 REBAR -24•oc BRACE PANEL DETAIL
(6 REO'D MIN. FOR 10' --0')
AS PER OTFDC SECTION 602.10.1 .
MIN. WIDTH • MIN. 4' WIDE - STUDS 16" oc
1 Iy 'I I, 4 ' - 0" • MAX. 12' HIGH OR MAX HEIGHT / WIDTH RATIO OF 234 / 1
9 • MIN. 15/32" THICK WOOD STRUCTURAL PANELING
• MIN 15 GA. x 1W STAPLE 8 "oc EDGES, 12" oc FIELD
OR .097 - .099 x 1 5/8 NAIL - 3 "oc EDGES, 6" oc FIELD
• HORIZONTAL SHEETING EDGES TO BE BLOCKED AND NAILED
• MIN (2) 10" ANCHOR BOLTS WITH IN 12" OF WALL END
• MIN (3) 16d NAILS 16" oc THROUGH SOLE PLATE
TO SOLID FLOOR FRAMING
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0 b
x N
2
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Simpson Stronp.Tio
Pro
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MoriLGVLq Star CovLstructiom, Cutonilli - 13220 S. W. Genisis Loop, Tigard