Plans RECEIVED
JUL 2 3 2012
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CITY OF TIGARD 0
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Conditionally Approved
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By: ,A.-1,9111 Date: idgi r2---- CO
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Approved plans
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shall be on job site.
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OFFICE COPY
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NORTH PROPERTY LINE
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NORTH WALL EXTERIOR \\ FIR TREE
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ROOF OUTLINE �i SUPPLY LINES FOR SUB PANNEL IN i
NORTH WALL EXTERIOR 1, /4 DIA PVC PIPE @ 18"MIN DEPTH
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DETAIL B 1 10.-0.00
PGE ELECTRICAL SUPPLY METER
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NOTES: UNLESS OTHERWISE SPECIFIED
1 . ALL SILL/SOLE PLATES TO BE PRESSURE TREATED 2X4
2. ALL WALL STUDS AND TOP PLATES TO BE 2X4 #2 DOUGLAS FIR
3. ALL FRAMING MEMBERS FASTENED PER 2011 OREGON RESIDENTIAL SPECIALTY CODE,
TABLE R602.3(1 ), FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
4. ALL HEADERS TO BE 2-2X8 #,2DOUBLAS FIR
5. CIELING INSULATED WITH R30 9.5X19.25 FIBERGLASS INSULATION
32'-4.00"
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• /42"WIDE DOOR CIRCUIT 1 CIRCUIT 1 CIRCUIT 1 CIRCUIT 2\
ROUGH OPENING:44.5"X 81.75" \
- J/ _ -Nl 10V ALL EXTERIOR WALLS INSULATED WITH R15 3.5X15 FIBERGLASS INSULATION =
110V
- OUTLET 1 ALL WALLS AND CEILING COVERED WITH 3/8 GYPSUM WALLBOARD •
,. OUTLET _ �� -
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° OVERHEAD OUTLET =
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WALL SWITCH OUTLET •
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- 1-220 OUTLET,CIRCUIT 4, II$ FLOOR c
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WALL SWITCH FOR '
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DOUBLE 32"WIDE DOORS
ROUGH OPENING:77"X 81.75"
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WALL BRACING DIAGRAM
GROUND LEVEL 32'-4.0"
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FOUNDATIONS
BEARING WALL
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MONOLITHIC SLAB WITH
INTEGRAL FOOTING ,
CONSTRUCTION JOINT
31/2 IN. MINIMUM
12 SLAB THICKNESS
rNO.3 MINIMUM @ 48 IN.ON
NO.4 MINIMUM 21- V CENTER VERTICAL DOWELS
HORIZONTAL BAR
TOP AND BOTTOM
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FOOTING
3 IN.COVER BOTTOM
AND SIDES
For SI: 1 inch=25.4 mm.
FIGURE R403.1.3.2
DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
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5/8"PLYWOOD SHEATHING
MOISTURE BARRIER I -19 �`TYPICAL RAFTER SPACING
STANDING SEAM METAL ROOFING
(NOT SHOWN)
2 X 10.00 i#2 DOUGLAS HR RAI TE RS
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TABLE R602.3(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
NUMBER AND TYPE OF
ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER~b'c SPACING OF FASTENERS
Roof
1 Blocking between joists or rafters to top plate,toe nail 3-8d (21/,"x 0.113") —
2 Ceiling joists to plate,toe nail 3-8d(2'/,"x 0.113") —
3 Ceiling joists not attached to parallel rafter,laps over partitions, 3-lOd
face nail —
4 Collar tie rafter,face nail or I'!4"x 20 gage ridge strap 3-10d(3"x 0.128") —
5 Rafter to plate,toe nail 2-16d(3'/,"x 0.135") —
Roof rafters to ridge,valley or hip rafters:
6 toe nail 4-16d(31/,"x 0.135") —
face nail 3-16d(31%,"x 0.135") —
Wall
7 Built-up corner studs 10d(3"x 0.128") 24"o.c.
8 Built-up header,two pieces with '/,"spacer 16d(34,"x 0.135") 16"o.c.along each edge
9 Continued header,two pieces 16d(31/,"x 0.135") 16"o.c.along each edge
10 Continuous header to stud,toe nail 4-8d(2'/,"x 0.113") —
11 Double studs,face nail 10d(3"x 0.128") 24"o.c.
12 Double top plates,face nail 10d(3"x 0.128") 24"o.c.
13 Double top plates,minimum 24-inch offset of end joints. 8-16d i(3'/,"x 0.135")
face nail in lapped area —
14 Sole plate to joist,solid deck or blocking,face nail 16d(31/,"x 0.135") 16"o.c.
15 Sole plate to joist,solid deck or blocking at braced wall panels 3-16d per I6"(3'1,"x —
0.135")
3-8d(21/,"x 0.113") —
16 Stud to sole plate,toe nail or
2-16d 3'!,"x 0.135") —
17 Top or sole plate to stud,end nail 2-16d(3'/,"x 0.135") —
18 Top plates,laps at corners and intersections,face nail 2-10d(3"x 0.128") —
19 1"brace to each stud and plate.face nail 2-8d(21/,'"x 0.113") —
2 staples 13/4" —
20 1"x 6"sheathing to each bearing.face nail 2-8d(21/,"x 0.113") —
2 staples 11/4" —
21 1"x 8"sheathing to each bearing,face nail 2-8d(2'/,"x 0.113") —
3 staples 13/4" —
22 Wider than 1"x 8"sheathing to each bearing,face nail 3-8d(2'/,"x 0.113") —
4 staples 13/4 —
Floor
23 Joist to sill or girder,toe nail 3-8d(2'!,"x 0.113") —
24 1"x 6"subfloor or less to each joist,face nail 2-8d(2'/,"x 0.113") —
2 staples 13/4" —
25 2"subfloor to joist or girder,blind and face nail 2-16d(3'/,"x 0.135") —
26 Rim joist to top plate,toe nail(roof applications also) 8d(21/,"x 0.113") 6"o.c.
27 2"planks(plank&beam–floor&roof) 2-16d(3'/,"x 0.135") at each bearing
-
Nail each layer as follows:
28 Built-up girders and beams,2-inch lumber layers 10d(3"x 0.128") 32"o.c.at top and bottom and
staggered.Two nails at ends
and at each splice.
•
TABLE R602.3(1)--continued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
SPACING OF FASTENERS
DESCRIPTION OF BUILDING Edges (ntermedsupports •
ITEM MATERIALS DESCRIPTION OF FASTENER1•0.• (Inches)' (Inches)
Wood structural panels,stloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing
30 }/"_ /," 6d common(2"x 0.113")nail(subfloor wall) it
s 8d common(21/,"x 0.131")nail(roof)r 6 12g
31 19/3,"- 1" 8d common nail(2'/,"x 0.131") 6 12g
32 I I/x"- 13/4- l0d common(3"x 0.148")nail or
8d(2'/,"x 0.131")deformed nail 6 'ti 12
Other wan sheathing"
33 1/2"structural cellulosic 1/,"galvanizedroofing nail,il,7/16"crown or I" ,t,,. . .
fiberboard sheathing crown staple 16 ga., 1'/4"long 3
34 25/32"structural cellulosic 13/4"galvanized roofing nail,7/16"crown or 1" 3 6
fiberboard sheathing crown staple 16 ga., 1'/,"long
35 1/,"gypsum sheathing'' 11/2 galvanized roofing nail;staple galvanized, 4'
IV,'long: 11/4 screws,Type W or S 7 7
36 5/x"gypsum sheathing" 13/4"glavanized roofing nail;staple galvanized,
15/8"long; I S4 screws,Type W or S7 7
Wood structural panels,combination subfloor underlayment to framing 1(
37 3/4"and less 6d deformed(2"x 0.120")nail or
8d common(21/,"x 0.131")nail 6
38 7/g"_ l" 8d common(21/,"x 0.131")nail or 6 12
8d deformed(21/,"x 0.120")nail
39 11/s"- 11/4" 10d common(3"x 0.148")nail or
8d deformed(21/,"x 0.120")nail 6 12
For SI: 1 inch=25.4 mm. 1 foot=304.8 mm, 1 mile per hour=0.447 m/s: I ksi=6.895 MPa.
a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections stave minimum
average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not
larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum 746-inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches orgreater. i.
d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
f. For regions having basic wind speed of 110 mph or greater,8d deformed(2'/,"x 0.120)nails shall be used for attaching plywood and wood structural panel roof
sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum.
Ig. For regions having basic wind speed of less than 110 mph,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6
inches on center.When basic wind speed is greater than 100 mph.nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on cen-
ter for minimum 48-inch distance from ridges,eaves and gable end walls:and 4 inches on center to gable end wall framing.
I h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 2B.
111
i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters on r.
Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheath-
ing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported
Iby framing members or solid blocking. 11fRs,
j. Interior non-braced wall lines may be nailed with a minimum 4-10d nails. �:',All
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