Plans (43) MST2018 - 00348
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Notes: OFFICE COPY
Lumber: No 2 DOUG FIR OR HEM FIR
Typ Window Header Assembly Sheathing: 1/2" CDX Plywood (15/32)
SCALE: 3/4" = V-0"
Nailing:
2 X 10 l Od FACE NAIL, EACH SIDE SOLE PLATE TO SILL PLATE 8d @16" OC FACE NAIL
SOLE PLATE TO STUD 2-12d END NAIL
TOP PLATE TO STUD 2-12d END NAIL
Manufactured Trusses DOUBLE STUDS 8d @16" OC FACE NAIL
window and foot door headers 24" OC typ. DOUBLE TOP PLATE l Od @16" OC FACE NAIL
built up 2 X 10, 3 pcs w/ 1/2" ply spacers1/2 Ply RAFTER TO TOP PLATE 3-8d TOE NAIL
D See detail FRAMING SHOWN � TOP PLATE @INTERSECTION 8-10d FACE NAIL D
ROOF SHEETING 1/2" CDX PLYWOOD
30# FELT PLY WALL AND ROOFING 8d@6" EDGE NAIL
COMPOSITION SHINGLES 1010 8d@12" INTERIOR
ADDITIONAL PERMITS REQUIRED RECEIVED
Fire Sprinkler DEC 1 72018
3a iir IE
sem' Fire Alarm Bu LDIDING DIVISION
Mechanical
Plumbing
2 X 6 construction r Electricalitji @f Tigard Erosion Control
16" OC, typ 14 Truss Engineering fa 9@ @dfile Inspections:
{ Shop Drawings Odll (503) 839-4175
( 12' 11 3/4" 10 Other IFti% ftgi inspection
�FfdF f®f®®finp Inspection
r' Wapection:
0ft%*Wbuk1mIn9p9etlon
J Anchor Bolts
1/2" Dia, (min) 48" OC Min 2 Per Sill
FRAMING SHOWN and 12" of any corner
EXTERIOR SHEETING 1/2" CDX PLYWOOD )
ISO VIEW ((1 #4 Rebar horizontal in stem wall
15# FELT 3" to 5" min from top of stem wall.
LAP SIDING SCALE: 3/16" = 1'-0" Typ.
#! bar Vertical 48" OC TYP. =p=__`__�"___`___"_��
If
Note: Use Velux rubber flashing or equal r n (2) #4 Rebar horizontal in footing
to protect any overlap of plywood I II 3" min from bottom of footing
sheetingand foundation R "
18" FINISHED FLOOR Typ.
C ____�__________________________ _____________________________________
II II
_--__-__-__ __-__-__ __-__ N N W
2 X 6 PT Mud Sill with 6„
18" 1/2" Dia, (min) 48i OC Min 2 Per Sill This permit does not authorize the violation of my
rights of holders of private easements. The afs
and 12" of any corner Foundation Detail plicantisurged tocontact any such parties and
7 6 12„ secure thier approval before commencing wank.
SCALE: 3/8" = V-0"
soil
VALIDITY OF PERMIT LIABILITY
END ELEVATION THE ISSUANCE OFAPERMIT The Cit
BASED ON CONSTRUCTION y Of Tigard and its
SCALE: 3/8" = l'-0" DOCUMENTS AND OTHER Approved plans employees shall not be
DATA SHALL NOT PREVENT shall be on job site. responsible for discrepancies
THE CODE OFFICIAL FROM which may appear h�
REQUIRING THE CORRECTION rein.
OF ERRORS. ORSC 105.4
35'0"
2 X 4 TRUSS BLOCKING AT RIDGE
16 X 32 WINDOWS, RIGHT AND END ELEVATIONS ONLY
� — — — — — — — — — —
-- -- -- -- -- --- -- --- --- --- --- -- --- --- --- --- -- 18" OH Typ.
4' Brace Panel 4' BP
U. 4' BP 1/2" Plywood
46„Z, 461n. Blocking or Framing at all plywood edges
6”x 6" nailing pattern.
B 4/12 B
Manufactured Trusses
24" OC typ.
I
2 X 6 construction 150" - - - - - - - - - - - - - - - -
16' OC, typ
I
6"wall on 12"x 6" footing
4" Conc. slab over 4" gravel
Compacted
V4/112
SOIL
4' BP
OFFICE COPY 4' BP
--- ---------------------
7
4-0 Door
18"
Cl'tI
( 24"� BP NAILING AND BLOCKING M Ain eor"LIAT4=
4'1" 4-0 DOOR
Approved, {
FRAMING SHOWN PLAN VIEW OTCs ( ]
EXTERIOR SHEETING 1/2" CDX PLYWOOD Pcenk#; p O D 34Q A
A 18 4 15# FELT SCALE: 3/8" = l'-0" Address: S b o
LAP SIDING
0111 30'4"
Suite#:
By. A7F Date: LL $
RIGHT ELEVATION
SCALE: 3/8" = V-0"
DESCRIPTION: rz
Accessory Building 15 X 35 D
SCALE: — = 1'-0" DRAWN BY: J Donaldson DATE: 12/7/18 DATA FILE SCALE: 1 = 1
THIRD ANGLE DRAWING NUMBER: DAB-121718 SHT 1 of 1 REV. IR
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