Plans i
16'x 7'Garage Door 4'.12R�
9 f Q`cch�typl
iimme 1—ILillL I I I I
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12'-34' o
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18"x42" / 0 \ 36"x 36"Extg. 72"x 36"Extg.
3 @ 24"x42"
36"x80"Door
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66'-10"
0
SOUTH ELEVATION Submission Date:
MM/DD/YYYY
Drawn: Designed:
CEC I CEC
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FACADE SUMMARY
3 '-I
Total Facade Area: 822.9 SF
Scale: 1" = 5' Total Window and Door Area: 185 SF
Total Garage Width: 16 Ft.
Q. IIIIIII Total Facade Width: 66'-10"
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h5 2.5 0 5 SHEET D.
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66'-14"
46'-9"
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I '1
i I Bedroom i Bedroom
Living Room 81 SF 117 SF
22' x13
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286 SF
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II
Garage 1 - -- -- - - - _ -
19' x23'
437 SF / 23'-34" o
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door fromgarage I
I I Bedroom
j 13' x 9' !,
1 117 SF
I 1 Dining Room Kitche o
10 x 10' i Bathroom 6
9x10 !L,
90 SF 100 SF I 1 7 x 10
i i 70 SF
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Submission Date:
Front Porch MM/DD/YYTY
8'x 22' Drawn:I Designed:I Checked:
176 SF PROJECT NO.
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EXISTING MAIN FLOOR PLAN - 1 087 SF FINISHED AREA "'
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Scale: 1" = 5' LL
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E 5 2.5 0 5 SHEET NO.
PI 03
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66'-14"
"
1 I I I I I 46'
_.. --
1
1
Bedroom Bedroom
- ! Living Room
9' x9 13 x9
22' x13' 81 SF 117 SF
286 SF
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I
I
Garage 1 ! 1
19' x 23' __
437 SF 1 23'-334" o
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1 m -
Extg. attic access
garage __
door from I Bedroom
/
Dining Room �'�- _ � 1
117 SF
170 SFO 01- Bathroom
Z
7 x10
70 SF
18"X24"
Crawlspace Hatch I
1 C311
23'-1"
Submission Date:
MM/DD/W W
try Drawn: Designed: Checked:
Kitchen
X)0( I XXX I >cc<
4'x 0'
9' 1O" 0 0 PROJECT NO.
14' x10' 40SF #####
I', 0 0 140 SF —
2 - 24"x12" Windows
New range hood with vent
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1 11 1( 1 1 1 cp inW
',-1Front Porch O
21' 1„ 4' X 8' j,d 1
Front Door c ) 'v c
48 SF MAIN FLOOR SUMMARY o 'CS a
3 - 24"x42" Windows New sink Existing Finished Area: 1,087 SF 1- O
M 1 - 18"x42"Window •-1 O
Scale: 1" = 5' New Finished Floor Area: 206 SF L
Total Finished Floor Area: 1,293 SF
aiiimiiiiPROPOSED MAIN FLOOR PLAN - 1,293 SF FINISHED AREA
E5 2.5 0 5 SHEET NO.
s 04
i
8" \ 7if 8,,
toExtg. foundation ® ►
Connect new foundation to extg.
foundation with #4 rebar and epoxy Connect new foundation to extg.
foundation with #4 rebar and epoxy
e Ark 1
4'-2" 41_2"
_
#4 bar with standard hook(typ)
10'
16" X 8" Foundation Vent(R408.1)
16" X 8" Foundation Vent (R408.1)
4'-6" 4'-6"
1 1
1'-6" 1'-6"
Z
1'-4" ® 4' 6—" 4'-64" 1'-4r' ® 4'_4tt - 4'-64" ® 1'-4" —
22'-04"
•
2x6 Wall Framing
u
if 1/2"OSB Submission Date:
MM/DD/YYYY
2x10 PT Rim Joist Drawn: Designed:
Da5i9ned:I
1/2"Nut and min.3"Plate Washer CEC CEC
2x6 PT Sill Plate
6"Min.Exposure II
2x10 Floor Joist
Existing grade
° Horizontal Rienforcement
i 1/2"anchor bolts at 6'Spacing.
Bolts to extend min.7"into concrete " C
A L T
r (1)#4 Cont within 12"of top M 'V
3' (R403.1.3.1) 0 Cl-
'
C
aa 8"Stem wall(R404.1.4.2) Q
,�_ 6 mil polyurethane or approved Class 1 Q
��#4 Dowel @ 48"O/C(R403.1.3.1) vapor retarder with 12'joint overlap. u E i
3 14"min into stem wall and standard Extend 12"up stem walls(R408.1) Q CO
hook(R608.5.4.5) V) a/ c
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E. g° '° d _�Concrete footing placed prior to stem wall LJ—
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Scale: 1" = 2' r (1)#4 Cont 3"to 4"from bottom of footing
El III— 1'-6" (R403.1.3.1)
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E 0 Foundation Detail SHEET NO.
2 1 0 2
sl sale 1"=2' SHEET
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5-1/2"x12"x15' 5-1/8"x7-1/2"x6' - 1 ;
-_- - Glulam Glulam 5-1/8"x7-1/2"x2-1/2'
Glulam
1 . 1
i 6x6 post 6x6 post
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5-1/8"x7-1/2"x4'
5-1/8"x7-1/2"x14' Glulam J I
Glulam
Bearing -
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wall
2x10 floor joists O ' 1 I o
24" OC 2 typ.f I
nAttic Vent -�2' 'MI f
Under eave attic vent
Under eave attic vent
1
10' — 10'-64" Rafter Span 10'-64" Rafter Span 2't p.
Submission Date:
MM/DD/YYYY
M . . Drawn: Designed: Checked:
X)O( I J000 )00(
PROJECT NO.
Eaves #####
722' 0
Foundation (See sheet 04) 3" —4
2x6 Fascia 4x6 Rafters -a c
2x8 Ridge Board 24" O.C. ,-cp o a
2x6 Rafters 24" OC. - GENERAL NOTES C_'
cn s (See sheet 06) 6x6 Post 2x6 Fascia ,n Q E
1. All framing connections shall meet Oregon Residential rp
6x8 Beam 6x8 Ridge F. Specialty Code requirements. u
Beam 2. See attached Glulam beam calculations for beams over •-1
a' Scale: 1" = 5 PLAN VIEW 10 ft. in length.
g 3. Wall Insulation shall be R-21 Fiberglass
4. Ceiling insulation shall be R-49 Cellulose or Fiberglass
A 5 2.5 0 5 5. Under floor insulation shall be R-30 Fiberglass SHEET NO.
N 2 06
Install Simpson Strong 2x8 Ridge Board
Tie RR connectors at
rafter to ridge board
connection. (typ.)
2x6 Rafters \
2x8 Ceiling Joists
Install Simpson Strong Install 2x6 blocking
Tie H1A connectors at 2x4 Collar Ties between rafters.
rafter to top plate (TYp.)
_ connection. (typ.) 4x6 Header 4x6 Header
or _,______ ___::
Double top plate
0
with overlapping ii
corner joints 24" x 42" 24" x 42" 24" x 42" 18" x 42"
Window Window Window Window
36" x 80" 8'-1"
Door
2x6 Wall Studs - —
16" OC.
Wall Bracing - Prescriptive
Path Install CS-WSP type
- braced wall panel
1/2" OSB Sheathing (typ.). Submission Date:
MM/DD/YYYY
Fasten 6 at edges andfield Drawn:I Designed:xx( I Checked:
- -
��` �PP.R�OJJE�C.T NO.
/.
xxx
a [..., 22._O
2x10 Rim Joist
_____ _ See Foundation Plan
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1,800 lb hold down device "� o a
6 SOUTH WALL FRAMING per Oregon Residential cn c
Specialty Code Figure -a E
a R602.10.7 - End Condition 5. '.o Q IL)
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Scale: 1" = 2'
71-2
3 2 1 0 2 SHEET NO.
a
07
4x6 Header
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24" x212U
Double top plate Double top plate Window Window
a.
with overlapping with overlapping
corner joints corner joints
8'_1" 8'-l"
0
2x6 Wall Studs
16" OC.
2x6 Wall Studs
16" OC.
Wall Bracing -
Perscriptive Path
Install CS-WSP type
Wall Bracing - brace-d wall panel Submission Date:
Perscriptive Path 1/2" OSB Sheathing ' Drawn:I Designed:lChec :
Install CS-WSP type 1 (tYP•) '
braced wall panel PROJECT"°.
#####
1/2" OSB Sheathing
(tYP•)
1 L
A 101 10' - -a
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WEST WALL FRAMING EAST WALL FRAMING CDo a
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1-1 v`
Scale: 1" = 2'
i 1
g2 1 0 2 SHEET NO.
P. 08
6X8 Ridge Beam
4X6 Rafter
4x8 Beam
4X6 decorative
framing
L
6X6 Post
Z
0
9'_74��
0
Q
0
Submission Date:
MM/DD/YYYY
Drawn:I Designed:I Checked:
PROJECT NO.
1
Extg. Grade 8' co
1-1
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Porch Elev. o
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FRONT PORCH FRAMINGLL
Scale: 1" = 2'
1
2 0 2 SHEET NO.
09
Extg.2x8 Ridge
2x8 Ridge Board Board
Extg. 2x4 ridge
beam support
6'O.C. Extg. 2x6
2x8 Ceiling joists In Rafters
24"O.C. 1 64
2x4 Ridge board
support L
9' 104" 10'2" 13' 24"
2x6 Wall
5 1/8"x7 1/2" 5-1/8"x12"N
Glulam Beam Glulam Beam
Extgng
2x8 CeO.C.
Joists 24"O.C.
Extg. 2x4 wall
/ 2x10 Floor Joists
4,•
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IA Proposed foundation r ,
See sheet 04 r:!. ? ' '
'•� Extg.2x6 wall
;•,, Extg.2x4
Bearing wall
Extg.8"Foundation
wall
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IN
Submission Date:
MM/DD/YYYY
Extg. Foundation Extg. Foundation Extg. Foundation Drawn:I Designed:I Checked:
xxx bo pa
PROJECT NNO
#####
4
102 Framing Cross-Section o _c
SCALE: 1" = 5' o
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7-1
oi Scale: 1" = 2'
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A2 1 0 2 SHEET NO.
10
Simpson Strong Tie Simpson Strong Tie Simpson StrongTie Simpson Strong Tie
Joist Hanger(typ.) p g p H1A Connector
Column Cap Connector Column Cap Connector (tYP)
Ceiling joists
C
Extg.ceiling joistsN Beam 1(Living Room) Beam 3(Stairs) 24"O. . Beam 4(Kitchen) Header(Prescriptive Path)
Beam 2(Hall)
24"O.C. 5 1/8"x 12"Glulam 5 1/8"x 7 1/2" 5-1/8' x 7-1/2" 5-1/8"x 7-1/2" 5 1/8"x 7 1/2"Glulam
Glulam Simpson Glulam
� � b / 1- Ili L." H A Connector Tie
(typJ
14' 11Z" 6.4 f 3.0 y — 14'4" - 4' 1"
Post 2 ,
Post 1 5-1/8"x5-1/2" \�
3-2x4 Glulam Post 9 Post 10 r
2-2x4 2x4 blocking 2-2x4 N2x4 wall 2x4 blocking5 1/8"x5 252 2x4 ad scent to11
— Extg. 2x4 a
adjacent to Glulam Extg. 2x4 joists(typ.) wall
joists(typ.) wall _
1�1 �' 11 It! �� r)� ;� i,' i� �� 1 �L 1 t
/ ,1
x8 block 1 x6 blbck4x6 block
six block4x6�¢lock
8
III I
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Post 3
4
2x4
I
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Post 8(Extg.)I
, I I 1 I
2-2x
4
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f
II
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h 11 i1_ i 1 1 ' J 'f_
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Post 4 Post 7 -
Extg. bearing wall Existing foundation 4-2x4 3-2x4 Existing foundation
Submission Date:
MM/DD/YYYY
Drawn: Designed: Checked:
'Oa I )00( I X)0C
� 'll'
PROJECT NO.
'It /.
###
Living Room Beam Details Kit
chen Bea
m Details
SCALE: 1" = 5' SCALE: 1" = 5'
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Scale: 1" = 2'
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c SHEET NO.
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