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N/A TYPE QTY. SERIES
DEPTH
LENGTH
I -JOIST 1 LPI18
91/2"
4'
I -JOIST 13 LPI18
91/2"
8'
I -JOIST 1 12 LF1_8
91/2"
CP@.
1L.._..—.._
-__.._.._.._..—..—..—ii—..
56
Simpson -
' ILCD
oaf•
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.. fj—.. _.._.._.._.._..
I i
LP11B X 91/2" „
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._____________________________________________r---.,
the DARRINGTON by HAYDEN HOMES
MAIN FLOOR LF I J0I5T LAYOUT
GARGE RIGHT
Designed By: Bob Brown - International Wood Products
I QTY.SERIES
N/A TYPE QTY. SERIES
DEPTH
LENGTH
I -JOIST 1 LPI18
91/2"
4'
I -JOIST 13 LPI18
91/2"
8'
I -JOIST 1 12 LF1_8
91/2"
27
NIA TYPE
I QTY.SERIES
DEPTH
SPACING
I -JOIST BLOCK
4'
LPI18
91/2"
19-2" O.C.
N/A
TYPE
QTY.
SERIES
MANUFACTURER NIA
HANGER
56
1752.56/9.5
Simpson -
EZ Hanger Detail
Verify mpadty and
fastening requirements of
hangers and connectors
Be sure to check web
filler requirements
for hangers
FLOOR PLACEMENT PLAN
SCALE: N.T.S.
COIIP7"T DE9GN IS SE4:TCALLT FOR LP CKMVERED 00011 pRDDVCr, USE OF TH3 D(SCk Fdi AN YTH IC Oi+LR THAN Gi !G -LAY LVL OR IA-XtSTS 15
Sll§C[Lr PROIABIIED. 1HIS =_7 LS PRONDED AS A CONVENCMX TO TW FRRIKR DALLY TO SHOW AST AND BEAN LOJIT01,15 AND 15 NOT TO BE USED AS THE
STRUCTURAL:PANIC RATL
g2f Squash Blocks at Use double squash
Interior Supports blada: as
Blocking panels moy be speofied5quash-
required with shear walls binaks at be cul
1/16" taller than
_ \ 11 1 I-Toist. 2x4 min
Stagger
Bd or 10d
box nails
to avoid
splitting
Bearing wall aligned Toe nail 8d or IDd
under wall oboes: box mil to plate k -v
B3 LPI Blocking at Interior Support
Blocking is required
when I -Joists end at
support: either
butting or lapping
Bearing Wall
aligned
under wall
above
See Note
#6 blow VA.
CfnlrN Noln
1. FLOOR JOISTS TO BE 9 1/2"
LPI 18 ® 19.2" O.C. TYP. U.N.O.
2. OFFSET JOIST MAX. 3" FOR
PLUMBING TYP. U.N.O.
� r 1141111 11 C .)I ISI I'FI I I) L1 IV.
�PIDICATES BEAN
aey note.
LL. S-1"'SUI.I-I 1'L, UI I.LL
ISS. I'I II : 1-411 Ill.. 11 I '1 -14 1
-I,S_r 111TIFWS -/FF. ILI I.F.
Additional Hot.
1. ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS -
2 REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
3. THIS DOCUMENT 15 INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO 13E REVIEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PRODUCT.
4. THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR OMONAL STRUCTURAL
PLANS.
5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED
BY CONTRACTOR.
Revisions
0
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HAYDEN HOMES UPPER FLOOR
LP I JOIST LAYOUT
OIST BLOC KING
=01` CLARITY
Desi ned B
----------------------------------------------------------- -------------
1
i
:Begin Layout
International Wood Products
SERIES
DEPTH
Q 16" O.C.
TYPE
QTY. SERIES
DEPTH
LENGTH.._.
J4I-JOIST
91/2"
3 LPI18
91/2"
10' -
I 1 I 1 I 1
41
-6"
9112
14)12.
9Ili-- - -
Or 21 I I I I I
1 I Or
J2
I -JOIST
13 LPI18
_P
1 I I
14'
Jl
I -JOIST
I I I 1 I I II I rf I I I
91/2"
25'
1I
5LI1-LNA94AM51V2"1�1S�4F-J5TU-6b"
o4Q1 1[[[Y[[M[[[N[[all
rl
IpI18 4 91/7 I I I �I I I I I p1Q I
L - 5
------
11 li 1 1 1 I I I I
y I I I I I
- Ia
1 LPI18%9/141l/2I I 1 t 1
' "
b.
I
�
•N I' - BER 51 15"240-V4 1�2.1fr."her 1 1 1 1
LP18I
OR
V
..■..:gym I I ii
• Spy- I � - - -
Al
HAYDEN HOMES UPPER FLOOR
LP I JOIST LAYOUT
OIST BLOC KING
=01` CLARITY
Desi ned B
: Bob Brawn -
International Wood Products
SERIES
DEPTH
MARK
TYPE
QTY. SERIES
DEPTH
LENGTH.._.
J4I-JOIST
91/2"
3 LPI18
91/2"
10' -
J3
I -JOIST
14 LPI18
9112
12'
J2
I -JOIST
13 LPI18
91/2"
14'
Jl
I -JOIST
3 LPI18
91/2"
25'
NIA
TYPE
QTY.
SERIES
DEPTH
LP LSL BEAM
SPACING
13/4" X 91/Z"
I -JOIST BLOCK
51' If
LPI18
91/2"
1 13/4" X 91/2"
19.Z" O.C-
N/A
TYPE
QTY.
SERIES
1.55E
DEPTH
LP LSL BEAM
LENGTH
3 1/Z" X 91/2"
RIM
6
1 1" Solid Start
91/2"
16'
N/A I TYPE
1 QTY.
DIMENSIONS
GRADE
LENGTH**
LP LSL BEAM
1
13/4" X 91/Z"
1.55E
4'
LP L5L BEAM
1
1 13/4" X 91/2"
1-55E
14'
LP LSL BEAM
1
1 3 1/2" X 91/2"
1.55E
4'
LP LSL BEAM
1
3 1/Z" X 91/2"
1.55E
CAMBER TYPE QTY. SERIES GRADE LENGTH
STD. GLU-LAM BEAM 1 2 1 51/2" X 15" 24F -V4 20'
N/A TYPE
QTY-
SERIES
MANUFACTURER NIA
HANGER
I
HU11
Simpson
HANGER
3
ITS2.56/9.5
Simpson
- HANGER
2
HHU5410
Simpson -
HANGER
30
IU52.56/9.5
Simpson
--Multi- pl beam ly's are added to multi- quantity.
B2 5quash Blocks at Use double squash
Interior Supports Slacks os
Blocking panels may be pecified.Squ.'
blocks must cut
required with shear walls
1/16" taller than
1 11 1 I-7oist. 2.4 min.
Stagger
8d or 10d
box nails
to avoid
splitting
Bearing wall aligned Toe nail Ild or 10d
under wolf above box nail to plot.
General Notes
1. FL 7R JOISTS TU SF 9 1/.2'
LP1 18 G 16' L7. C. TYF U. PL U.
2, UFFSET JOIST MAX. 3" F17R
PLUMBING TYP. UNO
�II IDICA-ES JOIST CALCULATIDI I.
BEAM CALCULATION,
Key Notes
SL_ LL -'IL.
E _-1 .. _l.,l 4=1_L�L. SL_ L_IAIL 84 -LIN
[\STGLL- 1 -IIS T'PE. UAII
Additional Not"
1, ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS,
2. REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
y THIS DOCUMENT 15 INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO BE RENEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PROOUCI
4, THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL
PLANS.
S. LAYOUT, OUANTITY AND LENGTH TO BE
VERIFIED BY CONTRACTOR.
Revisions
E2 Hanger Detail
Verify capacity and
fastening requirements of
angers and connectors
0
Be sure to check web
filler requirements
for hangers
li!
FLOOR PLACEMENT PLAN
N.T.S.
SCALE:
i C NT _'C Gl I Y " LP l '_'. G 5 VSA ➢% N,'[S J - +� A'�'T4ia� GTHrR I -
PRp_:'DEB �7,_/f_NCE-1 THE r77af1RU//LYJS1V✓.'?�' ST.:I/OSEAH LOCA r10,N
STa: TURAL FRAMING PLAT•
Cl Cantilever Detail
No reinforcement required
APA -rated 3/4"
058 (or equal I I I� %�-.
closure, oras �/
required by co
Full depth I-Soisr,
LVL, ar 058 Rim
blocking )�
••
0000
•• ••
• •
0000••
• • •
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••
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28-00-00
12F NOTES,
COMPOSITION ROOF
ROOF PITCH: 6/12
OVERHANGS: V-0"
TOP CHORD LIVE LOAD: 25 psf
TOP CHORD DEAD LOAD: 8 psf
BOTTOM CHORD DEAD LOAD: 7 psf
WIND LOAD & EXPOSURE: 100 mph - B
TRUSS TO PLATE CONNECTION BY OTHERS
LAYOUT NOT TO SCALE
General Notes:
\ I 1. THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY AND
`\ \ SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED ARCHITECTUAL AND
A1"Ga – '� STRUCTURAL DRAWINGS.
2. THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN WRITING AND
A2 BE RESPONSABLE FOR REPORTING ANY DISCREPANCIES TO THE
MANUFACTURER PRIOR TO FABRICATION.
3. TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN
PLACE AND FASTENED. FOR ERRECTION AND BRACING RECOMMENDATIONS, SEE
o THE ENCLOSED BCSI-B1 & BCSI-B3 SUMMARY SHEETS.
Q o 4. BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED TRUSS
C) o DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PLACE TRUSSES
ucoACCORDINGLY. BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS
MANDITORY AND PERMANENT.
0 5. FOLLOW PROJECT ENGINEERS / DESIGNERS INSTRUCTION ON TIE
0
00 o DOWNS,NAILING AND OVERALL SWAY BRACING.
co
6. DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT WRITTEN
C\1 2-00-00 v AUTHORIZATION FROM THE TRUSSCO & BUILDING SUPPLY. THE CONTRACTOR
1-03-00 N ASSUMES SOLE RESPONSABILITY OF ANY ALTERATION OF A TRUSS WITHOUT
WRITTEN APPROVAL FROM THE TRUSSCO & BUILDING SUPPLY.
7. SUPERIMPOSED LOADS:
A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT
BRACING HAS BEEN COMPLETELY INSTALLED.
I� B. CONCENTRATED & UNIFORM LOADS DUE TO CONSTRUCTION AND/OR
OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY THE TRUSS DESIGNER
AS TO WEIGHT AND LOCATION.
C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF TRUSSES •
—_ UNLESS THE TRUSSES HAVE BEEN DESIGNED TO SAFELY CARRY THE APPLIED • • • • • • • •
A4GE LOAD. • • '
GE E3 C.1
IMPORTANT:
-• y• • • •
-00-00 600 1. SEE BCSI-Bl SUMMARY SHEET FOR HANDLING, INSTALLING, RESTRAINING HND s ' • , • • • * • i
TEMPORARY BRACING REQUIREMENTS. 000000
•
D1 GE 2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-B3 FOR PwRMANENT • •. • w
`° o BRACING REQUIREMENTS •
N O ••• s:
O Wo •
E1 GEF77• • •
•
HATCH LEGEND •+•••• ••••
2/12 VAULT= 3-06-00 5-00-00 1 7-06-00 12-00-00 •' • • • • i • • • • i
FURNACE PLATFORM= 28-00-00
TRIANGLES ON TRUSS ENDS INDICATE LEFT END OF TRUSS ON CORRESPONDING ENGINEERING SHEET
Layout Approved Approval of Shop Drawings means the configuration,: bearing
Approved as Noted Hayden Enterprises Inc.
Truss Engineering Approved locations and design criteria have been reviewed and approved.
Engineering Approved as Noted
Not Approved As Contractor you must verify and approve all dimensions and theI •Inc. Darrington 1 GR
Signature
truss counts on the Layout. Trusses will be manufactured as approved theTRUSSco inc.
Date www.thetrussco.com JOB DATE: PLAN DATE: DRAWN BY: 130B NUMBER:
Truss to plate connection by others. 11/20/18110/15/14 JA
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FLANT SHELF DETAIL—
A5 SPEC'D, SEE
D SHEET
FRONT ELEVATION
5GALE: 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 6' 10'
5GALE: I/S' = 1'-0'(11 X Il 5HEET)
SEE D SHEET RIGHT ELEYATION
SCALE: 1/4'= 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: 1/5' = 1'-0'(11 X 11 SHEET)
LEFT ELEYATION
SCALE: 1/4' = I'-0' (24 X 36 5HEET) 0 2' 4' 8' 10'
SCALE: 1/5' V-0'01 X Il SHEET)
I'
-----------------------------------
wlrtw.r��r:
L� 4
y.
j 4 �
OFNEI
oi'—
\I
PATIO ,
SPEC'D
•I
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REAR ELEVATION
SCALE;I'-0' (24 X 36 SHEET) 0 2' 4' S' 10'
SCALE: I/e' = I'-0' (II X 11 5HEET) r
2469 SYY CiLACH9 R
p�MqID, OR 97758
PFIOPIE 541-92J-B6U7 FA% 541198-0781
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REVISIONS
CURRENT AS OF 101514
ELEVATION
B
0
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NOTE:
OPT WINDOW HEAD
HEIGHTS STAGGERED 18',
SEE ELEVATION
START POINT 3•_5• 5'_I0' 4'-l' 8'-0'
OIC. 5060
SLIDER
28'-0' RAKED FRAMED
2'-0' 10 2 T-2• 8.-8.
START POINT
PATIO
�`
a�.rrlra+•/E. A5 5PEC'2
IL
0 W
3050
•-q• �'-2' I'-6' 16'-0' 2 -0
SGL HUNG `- L HUNG SLD GLS 1
A
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e
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cF. �
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8-6
VA�UL/�TEDyC�LG
2m2m
Qi VINYL
9 FIXED
•
-
108 SQ. FT.
GREAT ROOM pl
VAULTED CLG
661 SQ. FT.
CARPET W
2
TOTAL
o
I 0
42'h 2x6 I S
"ALF -WALL INKI
MAIN LEVEL FLOOR PLAN
o LL'
! COUNTER m DISPOSAL
BAR. SEE I
2020
s --- KITCHEN
DETAIL I I 3 VAULTED CLG I
FIXED
-_�•' VINYL
25
SCALE: 1/4' = I'-0' l24 X 36 SHEET) 0
FLOOR LINE
39T SQ. FT,
-6'-2' 4'_4' ABOVE RANG
SCALE: 1/3' = I'-0' 111 X IT SHEET)
W! HOOP
-
A
HVAC
/\ CHASE
i 0
_
04
DROP
106
BEAM
2868
�
REQ.'S 141/2' IN THE CLR ____
� FROM 4 OF MICROWAVE,
wyl
SOFFIT VENT CHASE TO
EXT- WALL AS REO'D
o6Te'-_
•
V-0' CLG 2 6
a
FWD
GONG. MANDOOR
C _
24 0
CF.
o W/STOOP
PROVIDE 516 MCH.
VIN
d
TYPE X' GYP. BD.
`�
BLK'G
( 3) 2x6 _ _ _ s GARAGE GLG. _ _ _ _ _
e
WC -N'
DROP BM
----------------------
BLK'G
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V
0
2X
Q G
BLK'G -
FUR OUT HEADER W/FLAT
W
-
BLK'G TO EN511RE GARAGE
Q
v p m
DOOR TRACKING HAS
ADEQUATE BACKING, VERIFY
a
crlINSTALLATION
Z CF.
TRACK LOCATION PRIOR TO
maLL
y
NTR
6mT0
3
8' CLG
OVERHEAD
m
TILE
FLOOR
STAIRS -
LINE
'�
CARPET
FLOOR LINE ABOVE_ _
_ _
ABOVE
1015
2 4o
LHUNGWALL
BLKG
ENTRY
TDTL
Yi
CHANGE, ,EE 1ID33
B
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NOTE:
OPT WINDOW HEAD
HEIGHTS STAGGERED 18',
SEE ELEVATION
START POINT 3•_5• 5'_I0' 4'-l' 8'-0'
OIC. 5060
SLIDER
5040 7
SLIDER SLIDER
EGRESS EGRESS
X_S. 5' -II'
9' B' 2._10• 11_10. 10,_2•
SECOND LEVEL FLOOR PLAN
SCALE: 114' = P-0' l24 X 36 SHEET) 0 2' 4' 5' 10'
SCALE: I/8- P-0' (11 X IT SHEET) -
m
.n
MO TER
H m LL' BdTN 6 FRAYIE CHASE -
r FLAT 2. AS
8 VINYLLG 0 W ALLOWED
se Lwe u -
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®
6068 E0D ,'i
GBIFOLD m 6'-0' CLG D
CARPET
B
v
PNrlD
-
�`
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0
n
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Orr x.o BATH
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' T"i VINYL
Gq 6068
Z 68
❑�W .n 2x4 42"H CF BIPA55
HALF -WALL W/ F 'I
N WOOD CAP I aTnrt
A
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4 BASE. TYP. WRAP
8-6
PER ELEVS.
28'-0'
•
-
108 SQ. FT.
2668 .2668
UPPER LEVEL
661 SQ. FT.
s
TOTAL
TCI
CARPET
MAIN LEVEL FLOOR PLAN
BEDROOMS
v
m
E STA)
• I BEDR 2 �
m 5'-0' CLG LL LL DR OM
CARPET
F n 8'-0' GLG 1
W W i= _• CARPET U
N �
e -
s�T6
a.wp
25
SCALE: 1/4' = I'-0' l24 X 36 SHEET) 0
GARAGE
39T SQ. FT,
i 5066 iN Oi q B
5IPA55 BI 55
SCALE: 1/3' = I'-0' 111 X IT SHEET)
2
5040 7
SLIDER SLIDER
EGRESS EGRESS
X_S. 5' -II'
9' B' 2._10• 11_10. 10,_2•
SECOND LEVEL FLOOR PLAN
SCALE: 114' = P-0' l24 X 36 SHEET) 0 2' 4' 5' 10'
SCALE: I/8- P-0' (11 X IT SHEET) -
COVERED PORCH 51 50. FT.
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
ROUGH FRAMED OPENING5:
BI -FOLD: 82' X 61'
BI -PASS: a31/4'X DOOR 51ZE
SYMBOLS LEGEND
------- HIDDEN LINES INDICATE OPTIONAL PLANS
® 2x6 FRAME WALL W/ STUDS
2.4 FRAME WALL W/ STUDS
KITCHEN CABINET WALL m 16' OL.
® INTERIOR BEARMG WALL INDICATION.
® RAKE FRAMED WALL TO CEILING
2x6 BALLOON FRAME WALL a 16' OC
® BLOCK INDICATION
0 3'm PIPE BOLLARD
CF.CHANGE IN FLOOR
CL. CHANGE IN CEILING LINE
tHB HOSE BIBB LOCATION
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MAIN LEVEL/
SECOND LEVEL
FLOOR PLAN
D� az
PORCH
coNc-
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•-q• �'-2' I'-6' 16'-0' 2 -0
APPROVED CAP
,9
DESCRIPTION
4 BASE. TYP. WRAP
8-6
PER ELEVS.
28'-0'
MAIN LEVEL
108 SQ. FT.
SEE DETAIL
UPPER LEVEL
661 SQ. FT.
TOTAL
1395 50. FT.
MAIN LEVEL FLOOR PLAN
BEDROOMS
3
BATHS
25
SCALE: 1/4' = I'-0' l24 X 36 SHEET) 0
GARAGE
39T SQ. FT,
SCALE: 1/3' = I'-0' 111 X IT SHEET)
COVERED PORCH 51 50. FT.
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
ROUGH FRAMED OPENING5:
BI -FOLD: 82' X 61'
BI -PASS: a31/4'X DOOR 51ZE
SYMBOLS LEGEND
------- HIDDEN LINES INDICATE OPTIONAL PLANS
® 2x6 FRAME WALL W/ STUDS
2.4 FRAME WALL W/ STUDS
KITCHEN CABINET WALL m 16' OL.
® INTERIOR BEARMG WALL INDICATION.
® RAKE FRAMED WALL TO CEILING
2x6 BALLOON FRAME WALL a 16' OC
® BLOCK INDICATION
0 3'm PIPE BOLLARD
CF.CHANGE IN FLOOR
CL. CHANGE IN CEILING LINE
tHB HOSE BIBB LOCATION
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CURRENT AS OF 090410
MAIN LEVEL/
SECOND LEVEL
FLOOR PLAN
D� az
FOOTING
SCHEDULE
SYM.
FOOTING SIZE
DEPT,
REINFORCMENT
B'
NO REBAR REQ'D
Oq
2'-0' X T-0'
10'
(3) •4 EACH WAY
FLOOR SYSTcm I I
IfG'i
10'
(3) •4 EACH WAY
_-----_-_-_-_-----_-_-_-1
X 3'-0'
10'
(4).4 EACH WAY
l i l
. a?, O.G.
---------------
151 •4 EACH WAT
REINFORCEMENT 3' CLR FROM BOTTOM AND SIDES - TYPICAL
NOT ALL FOOTINGS SHCLLW ON THIS SCHEDULE ARE CALLED
OUT ON PLAN
SYMBOLS LEGEND
--- HIDDEN LINES INDICATE OPTIONAL PLANS
- - - 6" CONC. FNDTN. WALL ON 12"x B" MIN.
CONC, FOOTING w/ RE15AR AS IEQ'D.
(R403.1.1 4 TABLE 403.1 - SEE DI SHEET)
- - - - 8" CONG. FNDTN. WALL ON 16"x B" MIN.
CONC. FOOTING w/ REBAR AS REQ'D.
-- (R403.1.1 I TAB'_E 403.1 - SEE DI SHEET)
2x4 CRIB WALL w/ STUDS PER JOIST LAYOUT
ON 12"x 6" CONTINUOUS CONG FOOTING w/
(V •4 BAR CONT. A5 DETAILED
-OR-
2.6 CRIB WALL w/ STUDS PER JOIST LATCUT
_= ON 16"x 8" CONTINUOUS CONC- FOOTING w/
- (1) •4 BAR CONT- AS DETAILED
J0157 HANGER PER MANUF. U.N.O.
fob 3"0 PIPE BOLLARD
0 E8 BEARING POINT LOCATION - PROVIDE
SOLID BLKr, OF MIN. MEMBER WIDTH. UN.O.
(FROM LOAD ORnIN TO FOWDATION)
VENTILATION CALCULATION:
CRAWLSPACE AREA: 663 FR
VENTILATION AT 1/300 = 2.21 FT2
8"x 16" VENTS PROVIDE 0.67 FT' / EA
5 QTY. x.67 FTyEA = 3.35 FF2 PROVIDED
PER SITE CONDITIONS,
SEE DETAIL 5/DI FOR
STEPPED FOUNDATION
WALL AS NEEDED
START POINT
01k
s
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VERIFY PRIOR TO POUR
FOUNDATION-FND- FRAMING
SCALE: 1/4' = I'-0' f24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: 1/5' I'-0''I]
X 11 SHEET)
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SPECT) STRAPPING PER SHEET 51 CWAW E, SEE DTL I/D3
® i SEE DETAIL
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
B'8'-6�.-r{.
6r=C0ND LF -VEL FLOOR PRAMIN(3
SCALE= 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: 1/8' I'-0' (11 X 11 SHEET)
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FOUNDATION/
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_-----_-_-_-_-----_-_-_-1
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l i l
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---------------
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JOIST WANGERS TTP. -
-----------------------LCL--
---------------
------------
---- -----------L
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FRAMED CRIB WALL
192'-C.F
W/ 5TUD5 INLINE -o
EGEND_— -I
ON GONG. FTG. SEE LEGEND----
- I
---_-_-----_---_
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--`----------.------ I
------------
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PROVIDE BREAKS IN CRIB WALLS)
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---
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_ - --_- ---- �' I
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00
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GARAGE DOOR
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(per alta plan)
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10'-6' SLAB
EQJAL
4' CONIC. SLAB ON
COMP. GRANULAR
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FRGI"I HOUSE
0
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i._6.,
28'-0'
FOUNDATION-FND- FRAMING
SCALE: 1/4' = I'-0' f24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: 1/5' I'-0''I]
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SPECT) STRAPPING PER SHEET 51 CWAW E, SEE DTL I/D3
® i SEE DETAIL
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
B'8'-6�.-r{.
6r=C0ND LF -VEL FLOOR PRAMIN(3
SCALE= 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: 1/8' I'-0' (11 X 11 SHEET)
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FOUNDATION/
2ND LEVEL
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START POINT
25'-0' RAKED
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APPROVED CAP
e [SASE- WRAP PER
ELEVATION5
RO®r1=i2AM INCj I'll,
SCALE: 1/4' 1'-0' (24 x 36 SHE TI O 2' 4' S' 10'
SCALE: I/5' 1'-0' nl x n SWEET)
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
ROOF VENTILATION CALCULATION :
ROOF ATTIC AREA: 1.163 FTS
1/300 MIN. VENT RECI'MENT = 3.88 FT2
(7) CITY ROOF VENTS (BASE PLAN)
SYMBOLS LEGEND
6�
INTERIOR BEARING WALL INDICATION.
®
RAKE FRAMED WALL TO CEILING
®
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APPROVED JOIST/TRUSS HANGER
F
APPROVED BEAM/GIRDER HANGER
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ROOF ANCHOR TTPE AR5 2.4 -PLACE 10'
FROM GABLE ENDS AT MIK 17" FROM RIDGE
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BRACING REQUIREMENTS - SEISMIC D1
BRACED BRACING
BRACED
WALL
REUU
TOTAL
ADJUST
TOTAL
REOU
LENGTH
NOTES
NALL LINE METHOD
LENGTH
BRACING
FACTOR
BRACING
PROVIDED I
1 C5
26
10.14
Im
10.14
13.5
2 W5P
25
12.6
10
12,60
I60
3 CS
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1014
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GI / G2 GS
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2.04
1.0
204
40
p CS
42
1606
12
19.21
240
15 Cs
44
16.82
12
20.15
229
in
314
Bm
SEISMIC WALL LINE ADJUSTMENT FACTORS
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L IID IID IID IID IID IID IID IID IID
IY
BRACING REQUIREMENTS - SEISMIC D1
p
BRACING REQUIREMENTS - WINDS 120 MPH
BRACING REQUIREMENTS
- WINDS
OBRACED
BRACING BRACED REUD TOTAL TOTAL LENGTH
WALLBRACING ADJUST REO'D NOTES
O
J
J
WALLLNE METHOD PROVIDED
/ LENGTH FACTOR BRACNG
V-
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IA GS 25 416 10 4.16 50
❑
O
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2p CS 28 4.16 1.0 416 105
Z
PROVIDED
AI C5 23 3.91 Im 3.91 10.5
O
UL
BI GB 24 12 10 120 80
U
2 WSP20
CI CS 25 425 IID 42S 105
N
SEISMIC WALL LINE ADJUSTMENT FACTORS
1.21
1-0FIS
5EE GS -P
DETAI
xMImwNL sloxrxxart Bwutowau waLo5u0 xaollxlN c12NW10 N0.50MY cmwlFnNL wNLlve ,.AII�sTANon
IIx• sMaNs Lmo o61owM r++.,ox re,®I Tu1mT IYY 1BiTxwxi fiYDL
GI / G2 CS 20
09® IIDID
#DF SEISMIC EpYETO WALL ULTIMATE NO
$TORUS ZONE MEIGGT HEIGHT WIND SPEED DO'( INE
PRESCRIPTIVE WALL BRACING LEGEND
CS CS-WSP-1116'APA. RATED SHEATHNG(CONTINUDOSLY SHEATHED)
(ONE FACE FULL HEIGHT- BLOCK ALL PANEL EDGES)
1. NAILEDWRHed COMM_(11131"z25") AT 6. O.C. AT EDGES AND IT
O -G. AT FIELD
2 MIN. PANEL LENGTH PER TABLE AS SPEC'D
3. ENTIRE BRACED WALL LINE(BWL) SHALL BE CONTINUOUSLY
SHEATHED, O N.O.
4 24" CORNER RETURN REDID ON EACH END OF BWL PER DETAIL
1/D2
5. IN LIEU OF X" RETURN, 90DW HOLDOWN REO'D
oz 0S11m,21Pf I5 WUN,t GIa$1
Lal p21PfYd1151�m] OtsGI
a.2 R012
o.>(milIrci20,51Btl�AAi alsl:l
Q0131R[22015 wmn olaq
CONTINUOUSLY SHEATHED PORTAL FRAME
(MAX PANEL HEIGHT= 10'-0Y MIN- HEADER- 3' X I1- 6 NET)
1- NAILED WITH W COMM (0131"x2 )AT 3'OC_ AT ALL
FRAMING (STUDS, BLOCKINGSILLS,-)
AND
2. SEE DETAIL AS 111 -CO FOR ALL REQUIREMENTS
Loa1a„21xam, +]olLal
z DcuRE lao2-tn.Iam2lnr�mts lxcrzm>Grec)
WSP Tlt6•APA.-TED 511EATHINGOFT/E-9TENT BRACING)
XX' (ONE FACE FULL HEIGHT- BLOIX ALL PANEL EDGES)
1. NAILED WITH W COMM U1.131" 51 AT 6'O.C. AT
EDGES AND 1T O.C. AT REM
2. TYP-PANEL-4 ,REDUCED WIUTHSALLOWED
3. ACTUAL=WATFWALLL=36'BOING/
4. ACTUAL=36'AT B'WALL=27'BRAGNG l9'WA
xs
--2 �;z R�;o,15 0
S�Im,21�2x,51x�2x,] xl�,
a TAxIFA�2,a,2,�,]I�R�51AG2x,]Dx�
GB 12" GYPSUM BOARD (1NTERMIITENTBRACING)
XX' (FULL HEIGHT- BLOCKALL PANEL EDGES)
1, MN. PANEL LENGTH=48"(BOTH SIDES OF WALL)
2. MIN- PANEL LENGTH 7W
(ONE SIDE OF WALL)
3. A6 SCREWS AT T'O.C- AT EDGES AND 7.O.G-AT FIELD
4. FULL -DEPTH BLK'G REO'D IN FLOOR SYSTEM -DTL 2D2
�us1mTTIRVAISncrnnG .A
mA IaN2 �z -IT sn uLscl
a FlGBBE REOz10.w21�1211GAISRD211]
BRACING REQUIREMENTS - WINDS 120 MPH
BRACING REQUIREMENTS
- WINDS
120 MPH
p
WALL LINE METHOD BRACING
SPACING FACTOR BRACING
PROVIDED
LL.
IA C5 23 3.95 19 312
BRACED BRACING BRAC D
WALL
REQ'D
ADJUST REO'D
LENGTH
NOTES
O
J
NALL LINE METHOD SPACING
BRACING FACTOR BRACING
PROVIDED
LL_
I CS 20
350 1.03 3111
14.0 1-5TORY
GI G5 13 2.90 103 2.99
2 WSP20
80 103 824
160
3 C5 20
1.21
1-0FIS
5EE GS -P
DETAI
GI / G2 CS 20
390211
40 I -STORY
A CS 28
SO1)1
240
e Cl 28
90
C5 12
23 182
all
BID -STORY
WINDS ADJUSTMENT FACTORS
u1VE TO
BRACED WIND RMGE WAIL
# GYPSUM TOTAL
B# GYPSUM BOARD HOLD-DOWN ADJUSTMENT
NALL UNE EXPOSURE HEIGHT HEIGHT
WALL BOARD NAILING
FACOR
09® IIDID
#DF SEISMIC EpYETO WALL ULTIMATE NO
$TORUS ZONE MEIGGT HEIGHT WIND SPEED DO'( INE
PRESCRIPTIVE WALL BRACING LEGEND
CS CS-WSP-1116'APA. RATED SHEATHNG(CONTINUDOSLY SHEATHED)
(ONE FACE FULL HEIGHT- BLOCK ALL PANEL EDGES)
1. NAILEDWRHed COMM_(11131"z25") AT 6. O.C. AT EDGES AND IT
O -G. AT FIELD
2 MIN. PANEL LENGTH PER TABLE AS SPEC'D
3. ENTIRE BRACED WALL LINE(BWL) SHALL BE CONTINUOUSLY
SHEATHED, O N.O.
4 24" CORNER RETURN REDID ON EACH END OF BWL PER DETAIL
1/D2
5. IN LIEU OF X" RETURN, 90DW HOLDOWN REO'D
oz 0S11m,21Pf I5 WUN,t GIa$1
Lal p21PfYd1151�m] OtsGI
a.2 R012
o.>(milIrci20,51Btl�AAi alsl:l
Q0131R[22015 wmn olaq
CONTINUOUSLY SHEATHED PORTAL FRAME
(MAX PANEL HEIGHT= 10'-0Y MIN- HEADER- 3' X I1- 6 NET)
1- NAILED WITH W COMM (0131"x2 )AT 3'OC_ AT ALL
FRAMING (STUDS, BLOCKINGSILLS,-)
AND
2. SEE DETAIL AS 111 -CO FOR ALL REQUIREMENTS
Loa1a„21xam, +]olLal
z DcuRE lao2-tn.Iam2lnr�mts lxcrzm>Grec)
WSP Tlt6•APA.-TED 511EATHINGOFT/E-9TENT BRACING)
XX' (ONE FACE FULL HEIGHT- BLOIX ALL PANEL EDGES)
1. NAILED WITH W COMM U1.131" 51 AT 6'O.C. AT
EDGES AND 1T O.C. AT REM
2. TYP-PANEL-4 ,REDUCED WIUTHSALLOWED
3. ACTUAL=WATFWALLL=36'BOING/
4. ACTUAL=36'AT B'WALL=27'BRAGNG l9'WA
xs
--2 �;z R�;o,15 0
S�Im,21�2x,51x�2x,] xl�,
a TAxIFA�2,a,2,�,]I�R�51AG2x,]Dx�
GB 12" GYPSUM BOARD (1NTERMIITENTBRACING)
XX' (FULL HEIGHT- BLOCKALL PANEL EDGES)
1, MN. PANEL LENGTH=48"(BOTH SIDES OF WALL)
2. MIN- PANEL LENGTH 7W
(ONE SIDE OF WALL)
3. A6 SCREWS AT T'O.C- AT EDGES AND 7.O.G-AT FIELD
4. FULL -DEPTH BLK'G REO'D IN FLOOR SYSTEM -DTL 2D2
�us1mTTIRVAISncrnnG .A
mA IaN2 �z -IT sn uLscl
a FlGBBE REOz10.w21�1211GAISRD211]
STORES I GEIOSNIC I WIN
H;D HEIGHT WINUSPEEDI ET(POSURE
EIGT
2
3
2&' -fid•
i g i pl�•WEII!
Z4' 145' 48'
4B' .
s
48'c
0 ❑7
48P 48P 48' 48'
CS
48' '
F -c1 F-cs-I
ae• LTJ L*9J
rc1
L5j
II
l
CS I
as' I
ii
i
� 0
II
I
I
I�
-1000' ST
- 1650. 5TRAP
r48
5- E DETAIL SEE DET ¢s- LBJ
1650. 5TRAJ17"-E
ia'2a'
C5 DETAIL SEE DETAIL 5-X700STRAP-�� I
-1650. 57RAP----_g5EE DETAIL SEE DETAIL 5-�, _ J ia• 3/D2 3/D2 24'
5EE DETAIL
3/D2 5EE DETAIL 5EE DETAIL OPT 4FT EXT
24' 3/D2 3/D2 24'
A C
MAIN FLOOR aH€ARWALL PLAIN
SCALE: 114' = I'-0' (24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: I/8' I'-0' (II X Il SHEET) TT775F.�
62
GI
UPP€IR FLOOR &H€ARWALL PLAN NOTES
SGdLE: I/4' = I'-0' (24 X 36 SI-IEET)0 2' 4' 8' 10' ALL BRACED WALLS RNISHEDWITH MIN. 1/2' GYP. BOARD OR
EQUIVALFTNTAT INTERIOR SIDE OF WALL, U.N.O.
SCALE: I/5' I'-0' (11 X Il SHEET)
XX BRACNG METHOD
XX' MIN. PANEL LENGTH PROPOSED IN INCHES
n.e manxate��L vna u.xxus.
24154
{IEpp(OPDOPOR 97756
PH541-923-6601 Fs41-546-0761
Im
REVISIONS J
CURRENT AS OF 040450
SEISMIC 2(168
D1 / _< 120 MPH
PRESCRIPTIVE
WALL
BRACING
SEE CS
Sl
0000
0000
0000•
• V
0000•
•••••
• •
• •
0000
•
0000
0000•
• • • •
BRACING REQUIREMENTS - WINDS 120 MPH
p
BRACED BRACING BW,� REaD ADJUST REQU OTAL
LENGTH NOTES
O
WALL LINE METHOD BRACING
SPACING FACTOR BRACING
PROVIDED
LL.
IA C5 23 3.95 19 312
50
Q
24 C5 23 3.95 l9 337
105
7
Al CS 16 2.90 103 2-99
105
51 GB I6 SBPJ 103 59l
5.0
`%
GI G5 13 2.90 103 2.99
10.5
,w
V I
WINDS ADJUSTMENT FACTORS
SAVE TO # OF GYPSOM TOTAL
BRACED WIND R1Dl;E WALL BRACED GYPSUM BOARD HOL0.fI0WN ADJUSTMEM
WALL LBO:.1I' URE HEI6HT HEIGHF WALL BOAR= NAILING
FACOR
STORES I GEIOSNIC I WIN
H;D HEIGHT WINUSPEEDI ET(POSURE
EIGT
2
3
2&' -fid•
i g i pl�•WEII!
Z4' 145' 48'
4B' .
s
48'c
0 ❑7
48P 48P 48' 48'
CS
48' '
F -c1 F-cs-I
ae• LTJ L*9J
rc1
L5j
II
l
CS I
as' I
ii
i
� 0
II
I
I
I�
-1000' ST
- 1650. 5TRAP
r48
5- E DETAIL SEE DET ¢s- LBJ
1650. 5TRAJ17"-E
ia'2a'
C5 DETAIL SEE DETAIL 5-X700STRAP-�� I
-1650. 57RAP----_g5EE DETAIL SEE DETAIL 5-�, _ J ia• 3/D2 3/D2 24'
5EE DETAIL
3/D2 5EE DETAIL 5EE DETAIL OPT 4FT EXT
24' 3/D2 3/D2 24'
A C
MAIN FLOOR aH€ARWALL PLAIN
SCALE: 114' = I'-0' (24 X 36 SHEET) 0 2' 4' 8' 10'
SCALE: I/8' I'-0' (II X Il SHEET) TT775F.�
62
GI
UPP€IR FLOOR &H€ARWALL PLAN NOTES
SGdLE: I/4' = I'-0' (24 X 36 SI-IEET)0 2' 4' 8' 10' ALL BRACED WALLS RNISHEDWITH MIN. 1/2' GYP. BOARD OR
EQUIVALFTNTAT INTERIOR SIDE OF WALL, U.N.O.
SCALE: I/5' I'-0' (11 X Il SHEET)
XX BRACNG METHOD
XX' MIN. PANEL LENGTH PROPOSED IN INCHES
n.e manxate��L vna u.xxus.
24154
{IEpp(OPDOPOR 97756
PH541-923-6601 Fs41-546-0761
Im
REVISIONS J
CURRENT AS OF 040450
SEISMIC 2(168
D1 / _< 120 MPH
PRESCRIPTIVE
WALL
BRACING
SEE CS
Sl
0000
0000
0000•
• V
0000•
•••••
• •
• •
0000
•
0000
0000•
• • • •
I�
I
I
RIDGE BD- - 2.6 DF R I _ _
I I (SEE NOTES 1 6) I r
/
ROOFING AND 5NEATHNG
AS SPEC'D.
\
_ _ _ _ _ _ _ _ - -
II II II II II
I
I \
II II II
a I
p //
-2x4 DF x POST, TYP-
COMMOV NAIL
W 11I6d
TIG FLOOR SHTHG.
(SEE NOTES I ( 3)
2n PT. SILL PLATE w/ 24" MIN. 24" MIN.
AS. OVER
AS
VALLEY PLATE
2x8 FLAT
I-JO15TS ISTS PER LAYOUT
I
SPLICE
OVER 5"T"Yz- w/
(2) Ibd TO
I
I
II I II /
EACH TRU55 T
CHORD
I
I
\\y II II II II I'r
2x4 DF 2 Y RAFTERS
?2�FLAT7CHOKV15
o Zq" O.G. TOO V v LLEY RATE
I
POST5
- 2.4 OF '21 TYP.
BEYOND (SEE OTES 2 4 4)
VALLET
RAFTERS
48"0
EED
C. STAGGR
Zz4 DF
l5EE NOTES
2
42 (SEE
NOTES I, Z, 4 3)
- "
'
END WALL TO SUPPORT FLOOR
AT RIDGE POSTS
• i; i-� ,
.
^ �J a
_' -
I OR
WHERE HEE FOOTING SECTION 'A'
-2x6 OF 2 RIDGE BD.
15 MORE THAN 8 FT, PROVIDE
'SEE NOTES 4)
FOOTING SECTION
I6 GA_ n 15" x 4' MIN. METAL
STRAP TIE ESPLICE
-2x4 DF x POST, TYP-
COMMOV NAIL
W 11I6d
TIG FLOOR SHTHG.
(SEE NOTES I ( 3)
2n PT. SILL PLATE w/ 24" MIN. 24" MIN.
AS. OVER
AS
AEI.'6 AS SPEc'D.
DBL. Ix TOP R
I-JO15TS ISTS PER LAYOUT
SPLICE
I" OSB RIM BD.,
TYP. UNO.
?2�FLAT7CHOKV15
CRIPPLE WALL FRAMING m/ 2x6
STUDS . 16" O.G. - STEP ON. AT
- "
'
END WALL TO SUPPORT FLOOR
AT RIDGE POSTS
• i; i-� ,
.
^ �J a
_' -
JOISTS (NO JOIST HANGERS)
-j4- MIN.
4B"MIN. -
SEE TTP. WALL SECTION 4/pl
M OVEI�AP
FOR NOTES IN COMMON
PLACE FOOTIN55 ON - L'� + IL
o- • �.
I I
P
PE. TRUSSES . 24•' OL.-� E. TR155E5 w 2a^ O.C. PER UNDISTURBED SOL
PER LAYOUT LATOUT w/ SHEATHING. CONT. COMPACTED GRAVEL
I I P.E. TRUSSES- 24" OL. PER PLAN UNDER OVER -FRAMING I ' I- G • - • / b _ .
I 24" DOUIEL5 TO MATCH
L2REINFORCEMENT
4" PER R4N Issrssss9R_��-
TYP. OVER -FRAMING DIAGRAM ,A TYP. OVER -FRAMING SECTION T
2464 SW GLACIER PUKE
p1 SCALE: V4"=1'-0' (24 z 36 SHEET) D1 SCALE: I/2"=1'-0' (24 x 36 SHEET) 3" R RE23 6607 OR 97756
SCALE: V4"=I'-0' (IIx M SHEET) SCALE: 1/4"=1'-0' (11 x 11 SWEET)
PH: 1-923 6607F: 541-548-8781
OVER -FRAMING NOTES :COMP. 5HNGLEr OVER
15• ROOFING FELT OVER 5STEPPED FOUNDATION
COMP. SHINGLES OVER SHEATHING AS SPECD.
15• RDOFING FELT OVER I. POST DOWN FROM RIDGE BD- AT 48" O.C. D7 5CALE: 112"=F -0-R4 x 36 SHEET) COMP. SHNGLES OVER r/M
SHEATHING AS 5PEC'D. D18 TO SHEATHING BELOW. ATTACH P05T5 TO _---- -" -- 5CALE: 1/4"•I'-0' (II z 11 SHEET)
BD. w/ f4) 10.1FACE NAILS. 15• ROOFING FELT OVER
RIDGE
-- ATTACH F-05TS THI3.I LOWER ROOF SHTH'G, i ------ SHEATHING AS SPEc'D. W
-
APA RATED OSB ROOF SHdLOAD
FOR VALUES GREATER THAN SHOWN. VERIFY REQUIR
PERFORMANCE CAT. APA SPAN RATING ALLOW.
COMP. 5WINGLE5 OVER
, ROOFING FELT OVER
SHEATHING AS 51FEC'D. --.-
I
I � I
' TO 7 1r cI BETWEEN 71x155 TOP CHORD DIB I --- 1
I -' w/ Q) Ibd TOE NAILS. l � 2 WT
I__---2. P057 DOLLN FROM VALLEY RAFTERS AT45" O.C. TO 5HTH'G. ABOVE TOP CHORDS--- OFTRU5SE5 BELOW. STAGGER PO5T5 ASO O
INDICATED ON DIAGRAM AND ALIGN w/TRU55E5 BELOW. ATTACH POSTS 70
VALLEY RAFTER5 w/ l4) IOd FACE NAIL5. ATTACH POSTS THFdJ 5HTH'G. 70 TRU55 SIDING ANDHOUSETOP CHORDS w/ (2) Ibd TOE NAIL5. WRAP AS SPEc'D. -
SEE DETAILS, SWT. DS4 PE- TRUSSES . 24" O.C. w/ SIDING AND HOUSEBRACING PER MAMFS WRAP 45 SPECD. - 3. P05T5 OVER -15" SHALL BE 2 -PLY, DETAILS - PROVIDE IN5UL. SEE DETAILS. 5HT. D59 PE- RSES a Zq" OC w/
51ONG AND HOUSE PE. TRUSSES . 24" OL. w/ STITCH 2x4'. TOGETHER w/ (2) ROIUS OF AS REQ -D- (SEE SHEET NS) BRACING PER MANUFS_ W
WRAP A5 SPEC'D_ - BRACING PER MANWF'S. IOd NAIL5 a 6" OG_ DETAILS -PROVIDE INSTIL.
SEE DETAILS, 5HT. 0.54 DETAILS - PROVIDE IN5UL. A5 REO'O- (SEE SHEET INS) � ^
AS REO'D-(SEE SHEET NS) 4 ATTACH VALLEY RAFTERS TO RIDGE BD. CO'1P. SHNGLES OVER V /
•
AND TO VALLEY PLATES w/ (3) 16d TOE IS• ROOFING FELT OVER _ • • • • *00.
NAILS AT EACH LOCATION. SHEATHING A5 5PEC'D_ GOYIP. SHIN -al -ES OVER • j i
COMF SHINGLES OVER - _ ^ 15• ROOFING FELT OVER
IS• ROOFING FELT OVER I----. SHEATHING AS SPEC'D_ • • • s • • • • 0 • • • •
SHEATHING AS 5PEC'p- \ GENERAL NOTES : 1 !' • • • •
I L SEE SHEET NS -ROOF FRAMING NOTES me
FOR LOCAL ICE SHIELD REQUIREMEIV75. I I •
1 I I oTe I • � •104111,
- 2. SEE SHEET NS - ENERGY CODE REQUIREMENTS ` � PE TRJ55E5 0 2a- oc. PER • •
I FOR SPECIFIC ROOF INSULATION VALUES. `-_- LATOUT w/ BLOUN-IN INSUL. 1 I • • • • •
AS REO'D. fSEE SHEET NS) `--- - J PE. TRUSSES a 24" O.C. PER
( J - PE TRUSSES . 24" O.G. PER AND NT. FINISH AS SPEC'D. I I LAYOUT w/ BLOUN-N IN5UL. •
LAYOUT w/ BLOWN -IN IN5UL. AS RED D. (5EE SHEET NS) • • •ago**
SIDING AND HOUSE---- A5 REO'D. (SEE SHEET NS) OVER -FRAMING. TTP. AND INT. PNISH A5 SPEG'D. • • ! • 7 •
WRAP AS SPEG'D. - \\ AND INT. FIN15H AS 5PEC'D. COMP, SHINGLES OVER - SEE DETAIL 1 I DI • • • • • • • •
SEE DETAILS. 5HT. O54 `P.E. TRJSSES a 24" OL. IY ROOFING FELT OVER 51DING AND HOUSE.. •
PER LAYOUT w/ BRACING SHEATHING A5 SPEG'D. --_ _ _�--- - WRAP A5 5PEC'D. -
PER LAYOUT DETAILS ( if SEE DETAILS, SHT O64 2x6 57UD5 . 16" O.C. w( 2.6 STUDS a I6" O.G. w/ • • • •
2.6 STUDS . 16" O.G. w/ I R-21 BATT I -E AND • •
R-21 BATT iNSUL. AND R-21 BATT IN51UL. AND •
Y• M. FINISH BATT AS SPEGD. INi. FNISH AS SPEC'D.
51DNG AND HOUSE INT. FN15H AS SPEC'D. T
1A A
COMP. SHINGLES OVER - WRAP AS SPEC -0. - - oT - 3/4" T4G FLOOR 6HTH'G. 314" T 4G FLOOR SHT SR • • • • E • • •
IS• ROOFING FELT OVER 5EE DETAILS. 5HT. DS4 3/4" TIG FLOOR 5HTH'G. AS SF'EG'D. OVER ENGR
SHEATHING AS ` OVER
_ ___ AS SPEC -D. OVER ENGR I AS IST$ P. OVER ENGR •' m ----� -JOISTS PER LAYOUT • • S • • 1 • • •
I -JOISTS PER LAYOUT I -JOISTS PER LAYOUT O d ( i • • • •
( 1 PE. TRU TOUT 24. OC. - I^----- O U I" OSB RIM BD-. 1
-- -- -
( I" OSB RIM BD..--. I PER L TOUT MIN a UQ TTP. UJV.O. • • •
TTP. UPLO. I I IR" GYP, BD.TNG I O UT I ;
1
j. o s' REVISIONS
4
1 ' me I 1 I 4 .wn 3
l I
PE TRJ55E5 a 24•' OL. ( _ _I K-30 FLOOR IN5UL. PE TRUSSES . 24" O.G j 5/B" TYPE '%' GTPSIIM D18 SN. ---
(
PER LAYOUT PER LAYOUT w/ PE TRUSSES . 24" OG- PER BD. CEILING UNDER CURRENT AS OF 100118
_ ---- In" GTP, BD. CEILING LAYOUT DLO
-IN IN5UL.
LNNG SPACE
REO
SIDING AND HOUSE 5/8•• TYPE 'x' GYPSU't BD. AND INT. FINISH A5 5PEC-D.
WRAP AS SF Ec'D. - GARAGE GARAGE
GARAGE SEE DETAILS, SPT. D54
GARAGE 2x6 STUDS . 16" O.C- w/ SIDING
2.6 5TUD5 a 16" OC_ w/ `-R-ZI BATT IR5UL AND 2z6 STUDS o 16" O.G. w/ R-21 BATT INSUL. AND AND "OUSE WRAP AS SPEG'D. R-21 BATT IN5UL. AND
2x4 STUDS . 16" OC. u/ 2x6 5TUD5 . 16" O.C. w/ 112" GID '1 BD. CONT. INT- FN15H AS 5PEG'D. In, GTPSTYT 13D. DONT- INT. FINISH AS SPEG'D. -5EE DETAILS. 5HT. DS4 INT. FINISH A5 5FECD-
51DNG AND "OUSE INT. FINISH AS 51 -EC -D. INT_ FINISH A5 5PEC'D.
WRAP AS SPEC'D. - 2.6 PT- SILL PLATE w/ 2x8 P.T. SILL PLATE w/ 324" T4G FLOOR SHTH'G. 2x P.T. SILL PLATE w/ - 3/4" TSG FLOOR SHTH'G.
5EE DETAILS. SWT. DS4 2.6 P7_ SILL PLATE w/ 2x6 PT. SILL PLATE w/ AS E FLOOR SHTHG. AB's AS SPECO.A5 SPEC'D. OVER ENGR AB-'. AS 9PEC'D. -JOISTS PE
_ ANCHOR B0.T5 AS SPEC'D. --- _ _ A13.'s AS SPEC'D. A13.'e AS SF'EC'D. AS SF'EC'D. OVER ENY..+R R LAYOUT
OVER R
n• _ AS SPEC -D.
--- r- JOISTS PER LAYOUT l
� � I -JOISTS PER LAYOUT 4" CONIC SLAB ON COMP. I � i I
4" GONG SLAB ON COMP. I T
1 a- ra4c- SLAB ON ca'm. I I
1 4" GONG. SLAB ON GO -IP. GRAVEL BASE AS REOD GRAVEL BA AS REOD
OT0. GRAVEL BASE A5 REO'D � D I = Z
SIM 1 GRAVEL BASE 45 REO'D SIM. -
�,
_ I •� ' - - R-3 FLOOR INSTIL R- FLOOR IN5UL.
R P` IN5UL_. TYP. WALL
I -I II I
GCPIC. FNDm. WALL I I I I �
AND FTG, PER FLAN 'I 111 -II" . 6 MI BLACK POLY -
I I I I III - I I I 1 IIF CONC. FNDM WALL -1 GD FTSC. F PER WALL-+-. I ��- - -
6 MI BLACK POLY- AND FTG. PER PLAN 6 MI BLACK POLY- I ETHT ENE SHEETING SECTIONS
CONG. R4DTN. WALL AND - GONG. ITVDTN WALL AND FTG PER PLAN _ ETH LENS SHEETING _ - ETN GENE SHEETING PERMETER DRAIN PIPE I
I 1.. - - ONLY AS REO'D. FOR
I I - AND FTG. PER PLAN 1�- 1 ��_ I
FOOTING PER PLAN F -I _
- SIM.-�. I ..I LOCAL 501E CONDITIONS ��-
o
SEE CS
2 TYP. EXT. GARAGE WALL SECTIONS _ a TYP. GARAGE TO HOUSE WALL SECTIONS a TYP. WALL SECTION j11
Dt 5CALE. 1/2"=1'-0' (24 x 36 &H --E7) SCALE: I/2"=1'-0' (24x36 SHEET) J I
D1 5CALE: 1/2"=1'-0' 124 x 36 SWEET) SCALE: 1/4"=1'-0' (IIx I7 SHEET) 5CALE: I/4"=I'-0' (II x Il SHEET)
5CALE- 1/4"=1'•0' (11 x 11 5HEE7J
HEADER CONTINUOUS OVER BOTH BRACED
WALL PANELS w/ DBL PORTAL FRAMES
2' TO 18' MAX.
FINISHED WIDTH OF OPENING
I
L
STEMWALL
PER PLAN
MIN. 3" x 11-I/4' NRT HEADER
(HOLD TIGHT TO F T OF WALL) -
-FASTEN SHTH'G. TO HDR. w/ bd COMMDN
o GALV. BOX NAIL5 IN 3" GRID
PATTERN AS SHOWN
HEADER TO JACK -STUD 5TRAP5 PER
PLAN AND TABLE R607.10b.4 ON EA.
SIDE OF OPENING (OPPOSITE SIDE
FROM SHEATHING)
FOR A PANEL SPLICE IIF NEEDED1
PANEL EDGES SHALL OCCUR OVER
AND BE NAILED TO COMMON BLK'G.
w/ Sd COMMONS a 3" O.G. EA EDGE -
LOCATE WITHIN MIDDLE 24" OF
PORTAL LEG HEIGHT
t DBL. 2x6 STUDS EA, SIDE OF PANEL
AS SHOWN w/ MN. 3/5" WOOD STRL.
PANEL SHTH'G- w/ 8d COMMON o
GALV. BOX NAILS a 3" O.G. IN ALL
FRAMING (STUDS, SILLS, BLK'G., ETCJ
r MIN. (2) AB.'s INSTALLED PER R4031.6
w/ 2"x 2"x 3A6" 5G. PLATE WASHERS
GARAGE 5LAB w/ THICKENED
EDGE PER PLAN STEMWALL
PER PLAN
NOTE:
ALL 140TES TYP. AT EACH PANEL
LOCATION SPECIFIED PER PLAN
TENSION STRAP PER TABLE R602J0.6 A
ON EA. SIDE CF OPENING PER PLAN -
PRONDE 2. FILLERS INSIDE HDR FOR
STRAPS AS REO'D- -CENTER STRAPS
AT BOTTOFI GF HEADER
HEADER PER PLAN (MN. 3"-
d' FACE NAIL KING STUD TO HEADER w/
(6/ 16d 61NKER5 EA. END -PROVIDE 21
FILLERS IN51PE HDR FOR TEN51ON STRAPS
AND GARAGE DR TRACIGS AS REOV
FACE NAIL TOPPLATE TO HEADER w/
TWO ROW" OF 16d SINKERS a 3" O.C. TTP.
MIN, 3/8" THICK WOOD STRUCTURAL
PANEL SHEATHING, CONTINUOUS FROM
TOP OF WALL TO BOTTOM OF WALL a
SPLICED AS PERMITTED
SLAB PER PLAN
GONG. FODNNG PER RAN
3 METHOD CS -PF: CONT. SHTH'D. PORTAL FRAME
D2 SCALE= 1/2"=1'-0' (24 x 36 SHEET) R602.10.6.4
5CALE: 1/4"-1'-0' (11 x IT SHEET)
EXT. BRACED
PANEL PER
CONTINUOUS RII
EX(. BRACED WALL
PANEL PER PLAN
CONC.FNDTN WALL
PER PLAN
SHTH'G, AS SPEC'D- OVER
R I -JOISTS PER LATOUT
2 FULL -HT. BLKIG. CONT.
ALONG LENGTH OF
BRACED WALL PANEL
FACED
PANEL
RR SHTH'G. AS C'D. OVER
ENGR I -JOISTS LATOUT
I
FULL -HT. BLK'G. CONT.
ALONG LENGTH CF
BRACED WALL PANEL
(3)STUD CORNER FRAMING
TO ALLOW EXTENSION OF
INSULATION TO EXT. CORiJER
EXTERIOR
(2) 2.6 'LBLK'G. AT INTERIOR
INTERSECTING WALLS TO ALLOW
EXTENSION OF IN5UL. BEHIND
SEE NAIL USE CHART /
FASTENING SCHEDULE FOR
STUD TO STUD NAILING
(3) STUD CORNER FRAMING
AT INTERSECTION OF REAR
GARAGE WALL TO ALLOW
FULL EXTENSION OF IN5UL.
2. GARAGE WALL FRAMING
PER PLAN
GARAGE
(2) 2x6 STUDS EA. END OF
PORTAL FRAME PANEL
(WHERE OCCURS)
CS PFF
SEE DETAIL .2
TYP. CORNER FRAMING
D2 SCALE: I"=1' -D' (24x36 SHEET)
SCALE: V2"=1'-0' CII x Il SHEET)
ADDTL. JOIST
DIRECTLY ABOVE FULL -HT. BLK'G_ c 16" O.G.
BRACED WALL PANEL ALONGBRACED WALL PANEL
2 3 (2) Ibd NAILS EA SIDE
INTERIOR BRACED INTERIOR BRACED
WALL PANEL WALL PANEL
I AT EA. BLK'G. MEMBER
ADDT'L- JOIST \ FULL -HT. BLK'G- 016 OIC-
DI
RECTLT BELOW ALONG BRACED WALL PANEL
BR--Ep WALL PANEL w/ (2/ 16d NAILS EA SIDE
PERPENDICULAR PARALLEL TO FRAMING
TO FRAMING
OBRACED
WALL PANEL CONNECTIONS R602-1.18.2
SCALE: 1/2"=I'-0' (24 x 36 SHEET)
SCALE: I/4"=1'-0' (11 x 11 SHEET)
NAIL USE CHART / FASTENING SCHEDULE
PER TABLE R602.30)
SYM.
BUILDING ELEMENT
QUANTITY, SIZE, AND LOCATION ( SPACING )
TYPES (SELECT ONE)
BOT. PLATE TO RIM BD. JOIST, — BLK'G.
l2) 16d COMMON FACE NAIL (2) E4, a 16" O.C.
(3) Ibd BOX FAGS NAIL (3) EA. a 16" O.G.
1
❑
(AT BRACED WALL PANELS)
!
8d COMMON ar 10d BOX TOE NAIL a 6" OC-
4RIM
RIMBD. Or BLKG. TO SILL Or TOP PLATE
6d BOX TOE NAIL a 4" O.C.
•
a s
(3) 8d COTT'TON
�3
FLOOR JOIST TO SILL or TOP PLATE
TOE NAIL
•••
s•!ew•
l3) 10d BOX
i
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(4) Sd BOX
2464 SW GLACIER PLACE
REDMOND, OR 97756
PH: 541-923-6607 F: 561-546-0761
J
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REVISIONS
CURRENT AS OF 100118
TYP. FRAMING
DETAILS
SEE GS
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REVISIONS
CURRENT AS OF 100118
TYP. FRAMING
DETAILS
SEE GS
D2
W S -IR" MIN.
(3)EVENLY SPACED 0
2.12 OR APPROVED U 10" MIN. TREAD DEPTH
Ec.UAL STRINGERS Z
E l-3/4" MAX. RISER
PROVIDE APPROVED
BLOCKING 4 POSITIVE 2x4 SPACER BETWEEN STRAYER AND
CONNECTION WALL - NAIL 2x4 TO EA SIDE OF MIDDLE
STRINGER FOR RENF. AS REO'D.
STAIR SECTION, TYP-
SCALE: 1/4" I'-0' (24 x 36 SHEET)
SCALE: 1/5" = 1'-0' (11 x 11 SHEET)
DETAIL 'A'
FOR LAMINATE / TILE COUNTERS
PRE -FABRICATED CORBEL 4L�
FINISH PER CABINETS
DETAIL 'B'
FOR GRANITE COUNTERS ONLY
PARTICLE BDr
TOGETHER w/(4)
1 -IR" MDF SCREWS
ATTACH CORBELS TO
2x8w/ (2) 3" SCREWS
(EA SIDE) SPACED AS
SHOWN - COUNTERSINK
SCREWS 4 FILL HOLES
1.4 MDF
3/4" PARTICLE BD.
CUT TO DIMENSIONS
SPEC'D. w/ FACTORY
BULLNOSE EDGE OUT
INSTALLER TO GLUE
COUNTERTOPS TO
TOP OF CORBEL w/
REO'D. ADHESIVE
ATTACH GORBELS TO
2x8 w/ (2) 3" SCREWS
(EA SIDE) SPACED AS
SHOIIN -COUNTERSINK
SCREWS I FILL/PLUG
HOLES
COUNTERTOP PER RELEASE
NOTE
FOR GRANITE COUNTERTOPS,
SEE CORBEL DETAIL '15'
2x TOP PLATE (PER PLAN)
CORBELS) - SEE DETAIL
2x5 INSTALLED VERT, INTO
NOTCHED 2x6 STUDS w/ (2) 3"
SCREWS EA. STUD, &PAGED
EVENLT
2x FRAMED PONY WALL (PER
PLAN) w/ 5TUD5 a 24" O.G.
2. BOTTOM PLATE (PER PLAN)
NAILED TO EACH J0157 w/ (21
10d NAILS
EXTEND END STUDS OF PONY
WALL INTO FLOOR 5T5TEM AND
BLOCK 4 NAIL SECURELY TO
FLOOR JOISTS
RAISED COUNTERPONY WALL
BEAMS/JOISTS BEYOND TO BE
WANDERED INSIDE WALL 4
FLUSH w/ TOP PLATE
TOP PLATE TO BE ALIGNED w)
TOP OF FLOOR JOIST
TOP OF PORCH POST :
TOP OF PLATE a ENTRY
HEADER 4 STRAPPING,
SPEC'D FOR ENTRY PORT,
FRAME PER FRAMING PLAN
'S' SHE
IENTRY WALL= - PLATE CHANGE
SCALE: I/4' • I'-0' (24 X 36 5HEET)0 2' 4' B' 10'
SCALE: 1/5' = 1'-0' (II X 11 SHEET)
BUILDING SECTION - A
SCALE: I/4" 1'-0' 124 x 36 SHEET) 0 2' _ 4'
SCALE: 1/5" I'-0- (11 x IT SHEET) --
1
2464 5W QVaCHi R
FEGAIOND. OF14TB6
pi-IOPIE 5dt�23-6807 FAX 541-548-0781
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REY�SION3
CURRENT AS OF 901594
BLDG. SECTION
AND DETAILS
SEE
D3
TYP EXTERIOR WALL - 2.6 STUDS m
I6" O.G. w/ HOUSE WRAP AND 51DING
OVER AS 5P'EC'D. - SEE SIDING
AND FLASHING DETAILS, SHT. DS4
3"x 3'1. 0229" 50- PLATE WASHER
BETWEEN SILL PLATE AND NUT
2x6 P.T. SILL PLATE. TYP- (2x8 FOR
5" STEMWALL AT HANGER LOCATIONS
PER LAYOUT) OVER SILL SEALER AS
SPEC .0_
w/ 112". 10" ANCHOR BOLTS
AT 6'-0' O.G. MAX. (2 PER BD_ MIN.
w/ WA5HER AND TIGHTENED NUT)
FINISH GRADE -�
WASHED GRAVEL OR
CRUSHED ROCK - 2" MIN.
UNDER / 6" MIN. COVER
4"m PERFORATED DRAIN
PIPE WRAPPED IN FILTER
FABRIC CONT. AROUND
FOUNDATION TO DAYLIGHT
OR DRAINAGE SYSTEM
- ONLY AS REQ'D. FOR
LOCAL SOIL CONDITIONS
PLACE FOOTINGS ON
UNDISTURBED 501L OR
COMPACTED GRAVEL, TTP.
13ATT IN5UL. AS REO -D. BETWEEN STUDS
wl INTERIOR FINISH AS 5PEC'D.
I 3/4" TtG FLOOR SWTP'G AS 5F'EC'0. - PROVIDE
I 1/2" PARTICLE BD- OVER AT AREAS W/ VINYL
1 FLOORING / 1/4" CEMENT BD. AT TILE FLOORING
- ENGR'D. 1-10
I5TS PER LAYOUT W/ HANGERS
PER MANUF. - PROVIDE 18" MIN- CLEARANCE
TO GROUND IN CRAWL SPACE
i
I —FLOOR IN5UL. AS 5PEC'D. - SUPPORT AS REO'D-
v
- - - - "
4x6 HEADER TYP.
I
1
CONC. FNDTN. WALL w/ =4 BAR
4,
CONT. WITHIN 12" OF TOP OF WALL
• i1'
14 BAR5 VERTICAL m 48" O.C. w/
• U
STD. HOOK - 3" CLR TO BOTTOM
Z
AND 14" MIN. UP INTO WALL
2x PT. SILL PLATE
6 MIL BLACK POLYETHYLENE SHT-6 - -
m
SEE SWEET NS- FOUNDATION PLAN NOTES
w/ (1) -4 BAR CONT- AND
FOR SPECIFIC INSTALLATION REQ -5.
IR"x l" ANCHOR BOLTS m
o�
-- CONC. FOOTING w/ -4 BAR CONT. -
PLACE 3" TO 4" FROM BOTTOM
12" (6" WALL) UN.O.
16" (8" WALU
TYPICAL FOUNDATION
. A SCALE= I"=1'-0" (24 x 36 SHEET)
SCALE: I/?" =1'-0' (IIx 11 SWEET)
SIDING AND HOUSE WRAP AS
SPEC—D-- SEE SIDING AND
FLASHING DETAILS. 5HT. DS4
EXPANSION JOINT A$ SPEC'D,
4" GONG_ DRIVEWAY OVER
C,. BACKFILL AS REQ'D -
5LOPE DWT. AWAY MIN- 2%
7.0 STUDS m 16" O.C" w/
INTERIOR FIN15W AS 5PEC'D.
3/4" SUBFLR SPACER BETWEEN
MUD SILL AND BOTTOM PLATE
OF WALL FRAMING
STEM WALL BEYOND w/ 2x6 PT,
SILL PLATE OVER SILL SEALER
AND ANCHOR BOLTS AS SPEC'D,
4" CONC- GARAGE SLAB W/
THICKENED EDGE AT OPENING
- SLOPE MIN. I% TO GVHD- DR
�GOMP- BACKFILL AS REa'D
COMPACTED BACKFILL
GONG FOOTING PER PLAN
.a j,./4j CONT. ACROSS OPENING AS
BOND BEAM w/ -4 BAR CONT-
_
-III-I �I PLACE FOOTING ON
ILII II 11 1 UNDISTURBED SOIL OR
—1 COMPACTED GRAVEL
PER PLAN
a OVERHEAD DOOR OPENING
D1A . SCALE: I"=1'-0' (24 x 36 SHEET)
SCALE. 12"=1'-0' (11 x 11 SWEET)
3/4" T4G FLOOR SWTW'G. AS SPEC -C'.
ENGR'D. I -JOISTS PER LAYOUT W/
BLK'G- AS REGYD. - FLOOR IN5UL
BETWEEN AS 5PEC'D.
2x4 / 2x6 CRIES WALL PER PLAN
w/ STUDS m 24" O.C. MAX. AND
DBL. TOP PLATE -
2x PT. SILL PLATE w/ 1/2"x T"
ANCHOR BOLTS AT 6'-0' O.C. MAX.
w/ WASHER AND TIGHTENED NUT
GONG. FOOTING PER PLAN w/
(U -4 BAR CONT.
6 MIL BLACK POLYETHYLENE
SHEETING OVER EXPOSED GROUND
2 TYP. CRIB WALL
T)
DIA SCALE: ' ( 3
24 x 6 SNEE )
SCALE: V1"=I'-0' NI x IT SUEE
SIDING AND HOUSE WRAP AS
SPEC"' - SEE SIDING AND
FLASHING DETAILS, SHT. DS4
EXPANSION JOINT AS 5PEC'D.
4" CONIC. DRIVEWAY OVER
COMP. BACKFILL AS REO'D -
SLOPE DWT. AWAY MIN. 2%
2. STUDS PER PLAN- 16" O.G.
w/ INTERA
INTERIOR FINISH S SPEC'D.
3/4" SUBFLR SPACER BETWEEN
MUD 51LL AND BOTTOM PLATE
OF WALL FRAMING
STEM WALL BEYOND w/2x6 PT
-
SILL PLATE OVER SILL SEALER
AND ANCHOR BOLTS AS 5PEC'D
4" CONIC. GARAGE SLAB ON
COMP. BACKFILL AS REQ'D -
SLOPE MIN 1% TO OVHD. DR
12" ®6" WALL) UN.O_
I6" m 5" WALL
s MAN DOOR OPENING
DIA SCALE: I"=I'-0' (24 x 36 SHEET)
SCALE: I/2"=1'-0' (11 x 11 SHEET)
FLOOR SHTW G. AS SPEC'D. OVER
ENGR'D. I -JOISTS PER LAYOUT W/
BATT INSUL. BETWEEN AS REQ'D.
(2) Ibd NAILS THRU KING
- - - - "
4x6 HEADER TYP.
STUD TO HEADER EA. END
(UNO. PER PLAN)
2.4 / 2x6 CRIB WALL PER
2. TRIMMER q•• ,
PLAN w/ STUDS m 24" O.C.
I 0 I
MAX. AND DBL. TOP PLATE
101• 0 U O 10"
TTP. Z 1 T TTP.
2x PT. SILL PLATE
Q
CONC. FOOTING PER PLAN
UNDISTURBED SOIL OR
w/ (1) -4 BAR CONT- AND
_-_-_-_---_--_ E U
-,
IR"x l" ANCHOR BOLTS m
o�
6'-0' O.G. TYP.
a
•
1 —III�I �II II—III —II —II-- III—III—III—III=1 VIII -111=11
6 MIL BLACK POLYETHYLENE SHT'G. 30"
OVER EXPOSED
GROUND, TYP. MIN. CLEAR
• •• •
•L
t � •
CRIB WALL BLOCK-OUT
s
F REVISIONS ^�
01A 51 -ALE: I"-1'-0' C24 x 36 SHEET)
SCALE: IT =I'-0' (11 x IT SHEET)
I
CONC. FNDTN-WALL -
BLOCK OUT AT MAN DOOR
AND POUR SLAB THROUGH
TYP. CONG_ FOOTING w/
-4 BAR CONT. - PLACE
3" TO 4" FROM BOTTOM
PLACE FOOTING ON
UNDISTURBED SOIL OR
COMPACTED GRAVEL
P.E. TRUSSES m 24" O.C.
PER LAYOUT w/ W25A TIE,
TYP- AT EACH TRJ55
SEE TYP. OVERHANG
DETAIL 3l D113 FOR
NOTES IN COMMON
GROOVED SOFFIT PANEL 4;'Q
u m AT AREAS 8 FT, DEEP OR LESS
41 V I LP SMART PANEL w/ 4/4 x 2" BATT5
OVER SEAMS FOR LARGER AREAS
4.4 WD. POST PER PLAN I I 14x WD- BEAM PER PLAN w/
w/ 51-4 POST CAP, TTP. -
WRAP w/ TRIM AS 5PEC'D- I I LAP SIDING TRIM UNDER AND
PER DETAILS ON 5HT. DS3 I I I (2) PIECES EA. SIDE - RIP TOP
I I PIECE/TRIM TO FIT
se PORCH / PATIO BEAM TRIM
DIA SALE- I".I'-0' (24 x 36 SHEET)
SCCALE: I/2"=1'-0' (11 x 11 5HEET)
WRAP POST w/ TRIM A5 I I I
WRAP . - SEE DETAILS \y -I' II
ON SHEET DS3
PER PLII II
(�TYP.)
II
50
/i
PER PLAN
4x4 WD. POST PER PLAN - PROVIDE
SIMPSON ABW44 STANDOFF POST BASE
./(5011 NAILS AND IR"x 4" TITER HD
SCREW ANCHOR — IR" EXP. ANCHOR
TO CONCRETE
4" CONIC, PORCH SLAB W/
�THKN'P. EDGES ALL SIDES -
SLOPE AWAY MIN. 2%
sA PORCH / PATIO FOOTING
DIA- SCALE: I"=1'-0' (24 x 36 SHEET)
SCALE: I/2 =1'-0' (1) x 11 SWEET)
P. BACKFILL AS REQ'D
,
\ \\,\
W
BLOCK OUT OR EXCAVATE
MIN- PIER PRIOR
TO POUR - POUR W/ SLAB
CONT. TO FOOTING
CCNC_ FOOTING PER PLAN
-
PLACE FOOTING ON
UNDISTURBED SOIL OR
COMPACTED GRAVEL
sA PORCH / PATIO FOOTING
DIA- SCALE: I"=1'-0' (24 x 36 SHEET)
SCALE: I/2 =1'-0' (1) x 11 SWEET)
W
Ln
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W
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F REVISIONS ^�
CURRENT AS OF 100118
COMP, SHINGLES OVER 15• ROOFING
FELT OVER SHEATHING AS SPECT).
IN50L. BAFFLE 4
5 5PEC'D.
(AT VENT BLK'G- CNLY)�
2.4 BLK'G. BETWEEN
TRUSSES - PROVIDE
VENT BLK'G, AS REO'D.
SNAP LINE AND TRIM
TRU55 TAILS IN PLACE
FOR STRAIGHT FASCIA
METAL DRIP EDGE IX
AS SPEC'D- --'-R4
4/4 x G" FINISH FASCIA
OVER 2x4 ROUGH FASCIA12 I/4"
—__
w/ (2) IOd GALVANIZED /OPT.
ENCLOSE D
SOFFITS TO EACH TRUSS TAIL I
I
51DING AND HOUSE WRAP AS
5PEC'D. - SEE SIDING AND
FLASHING DETAILS, SET. DS4
2x2 SPF TRIM BETWEEN
OUTLOOKER5, TYP.
METAL DRIP EDGE
AS SPECD. /
414 x 6" FINISH FASCIA J
OVER 2x4 ROUGH FASCIA
I R) IOd GALVANIZED
TO EACH OUTLOOKER
SIDING AND HOUSE WRAP AS
5PEC'D. - SEE SIDING AND
FLASHING DETAILS, SHT. DS4
PF. TRUSSES ® 24" O.G. PER
LAYOUT w/ H? .5A TIE, TYP.
AT EACH TRUSS AND INSUL.
AS REQ'D. (SEE SWEET NS.)
2. WALL FRAMING R 16" O.G.
w/ DBL. TOP PLATE. TYP,
R-21 BATT INSUL. AND
INT. FIN15W AS 5PEC'D,
TYPICAL OVERHANG
DIB SCALE: I"-1'-0' 124. 36 51EE7%
SCALE: I/2"•I'-0' (11 .I - SHEET)
2. BOTTOM PLATE NAILED
TO RIM BD. w/ 16d a 10" O.G.
AND (I) 16d TO EA. BLOCK
(WHERE OCCURS)
1" 055 RIM BD. w/ IN
TOENAIL5 TO TOP PLATE
• 10" O.C., TYP- LLN.0-
2x6 STUDS • 16" O.G., TYP.
w/ R-21 BATT IN5UL. BETWEEN
AND INT. FINISH AS SPECT)
3/4" T4S FLOOR 5HTH'G. AS
5PECD, OVER ENGR. I-JOIST5
PER LAYOUT
PROVIDE 50LID BLK'G. AT POST
AND TRIMMER LOCATIONS AS REO -D.
JOIST OR BLK'G. PER LAYOUT w/
IOd NAIL EA. SIDE TO TOP PLATE
a TYP. FLOOR FRAMING AT WALL
DIB SCALE: I"=I'-O' (24 x 36 SHEET)
SCALE: 12"=1'-m' (II x 11 SHEET)
COMP. 514ING1-E5 OVER
15• ROOFING FELT OVER
SHEATHING AS 5PEC'D.
x-12) IOd END NAILS
AT EA. OUTLOOKER
I(d 12'
2.4 FLAT OUTLOOKER5 w 48" OL.
TO SUPPORT ROOF OVERHANG -
NOTCH TOP CHORD OF GABLE END
I TRU55 AND RUN THROUGH
2 TYPICAL EAVE
D16 5GALE: I --F-0' (24 x 36 SHEET)
SCALE: IR"•I'-0' (11 x IT SHEET)
DBL 2. TOP PLATE - FACE NAIL
w/ I" COMMONS o 16" O.C. AND
OVERLAP MIN. 24" AT 5PLICE5, TYP.
END NAIL KING
STUD TO HEADER
W/ (4) 16d NAILS
PE. TRUSSES a 24" O.C. PER LAYOUT
1.
a TRUSS ANCHORING
DIB NO SCALE
TABLE R602.7-5
MIN. QTY. KING STUDS REQ'D. AT HDRS. - STUDS AT 16.O.C.
HEADERSP/W OR2017ORSC WA20151RC ID 20121RC
<_ 3' 1 1 1
4'to <8' 2 2 1
t8' 3 3 1
I
I
I
I 2x FLAT UNDER HEADER TYP-
I I
I 2x TRIMMER - PROVIDE DBL.
TRIMMER5 EA, SIDE OF OPENINGS
I 5 FT. OR GREATER (TABLE R602.11U
KING 5ND5 - QTY. PER TABLE --.1.5
I (vARIE5 PER OPENING WIDTH)
I
I I
I I
I
&TYP. HEADER SUPPORT
DIB 5CALE: 114 x 36 SHEET)
SCALE: 12 -F -O' (IIx 11 SHEET)
I HEADER PER PLAN
II
2. FLAT NAILER UNDER
HEADERS, TYP.
(3) 2x STUDS, TYP_ UN.O. -
PROVIDE FULL HT. KING
STUD WHERE SEPARATE
HEADERS INDICATED
6 TYP_. WINDOW MULLION
DIB SCALE: '-l'-O' (24 x 36 SHEET)
5G41 -E 12"=1' -O' 111 x Il SHEET)
UPLIFT RESISTANCE
VERIFY MAX. UPLIFT FROM REACTIONS SECTION IN TRUSS ENGR'G. AND
PROVIDE APPROPRIATE HURRICANE TIE FROM CHART BELOW. (R802.11.1)
FOR UPLIFT VALUES GREATER THAN SHOWN. VERIFY REQS. W! DESIGNER
HURRICANE TIE MAX ALLOW. UPLIFT FASTENERS
H2.5A 600 Ib (5) 8d to Truss / (5) 8d to Plates
(2) H25A 1200 b (5) 0d to Truss / (5) 8d to Plates
HT516 1260 Ib (16)10d Nails
HTSZO 1450 6 (20) 10d Nails
OVERLAP TOP PLATES AT
_C, `ER5 AND INTERSECTIONS
FASTEN w/ (2) 16d FACE NAILS
DBL. 2x TOP PL - FACE NAIL
w/ 16d COMMONS I ' Of;- TYP.
TYP-
224"M. LAP
AT 5PLICE5
2. STUD FRAMING PER PLAN - USE I ILL -HT.
5TUD5, TYPICAL EXCEPT AT OPENINGS, AND
PROVIDE (2) 16d END NAILS cr (3) 16d TOE
NAILS AT TOP AND BOTTOM PLATES (SEE
TABLE R&02.30) FOR ALTERNATE NAILING)
7 TYP. WALL FRAMING
D1B SCALE: I -F -O' (24x36 SWEET)
SCALE: IR"=1'-0' (11 x 11 SHEET)
V)
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EXAMPLE 2 -STORY PLAN
DOES NOT NECESSARILY REFLECT PLAN OR ORIENTATION TO BE CONSTRUCTED
ROOFING AS SPEC'D.
SIM. SNAKE (TTP. UN.O.)-
METAL DRIP EDGE
WHERE REQ'D.
4/4 x b" FASCIA (TYPJ
5/4 x 4" WINDOW
TRIM (TTP.)
LAP SIDING
5/4 x 6" BAND .1
METAL 'Z' FLA5141NG
(TYP.)
LAP SIDING -
OPT. WINDOWS
5/4.4 .' CORNER
TRIM (TYP.)
5/4 x 4" TRIM w/ METAL
'Z' FLASHING WHEN OPT.
MASONRY 5ELECTED
(5EE PLAN FOR
MA5ONRY LOCATIONS)
METAL DRIP EDGE
WHERE REO'D.
4/4 z 6" FASCIA
(TYP.)
LP SMART PANEL
SIDING 4" O.C.
4/4 x 4" CORNER
TRIM (TYP-)
4/4 x 4" WINDOW
TRIM (TYP.)
METAL 'Z' FLASHING AT
STEPPED FOUNDATION
CONDITION - COVER
/ 4/4 x 4" TRIM
ROOF 514EATHING
STo
2x2 SPF TRIM EIETUEEN
OUTLOOKER5 (TTP.)
2x4 OUTLOOKERS AS REO'D.
SUPPORT ROOF OVERHANG
`SHAKE SIDING PER PLAN
_FRONT ELEVATION (EXAMPLE) SCALE 1/4" = I'-0' (24x36 SHEET) 1/S" = I'-0• Cllxll SHEET)
I
I
WHERE MASONRY -T. WODD
TRIM, PROTECT EDGE OF TRIM
.1 BUILDING PAPER RUN LOI,Y-
AND TRIMMED AS REGIV- ROOF 5HEAT14ING
2.2 SPF TRIM BETWEEN
OUTLOOKER5(TYP.)
I
2.4 OUTLOO 115 AS
__-__L____, REO'D. TO SUPPORT
.1 ROOF OVERHANG
SIDING PER PLAN
N
0
ROOFING AND SHEATHING
AS 5PEG'D.
TRUSSES PER PLAN
51RD BLK'G. AS REGTD.
4/4x2 TRIM AT TOP EDGE
OF 5MART-PANEL ONLY
2x4 ROUGH FASCIA
DRIP EDGE
/ (ONLY AS REQ'D.)
(I - X4/4 x 6" FINISH
_-_-- FASCIA A5 SPEC'D.
WOYI�D LP VENTED SOFFIT BD,
w! 2x4NAILER CONT.
AT WALL •GUT TRUSS
TAILS BACK A5 REQ'D,
SIDING AS SPEC'D.
(aROOF ROOF EAVE, TYP.
D33 6GNE:NT3
SIDE ELEVATION (EXAMPLE
SCALE: 1/4" = i'-0' (24x36 514EE7) 1/S" 0 1--0' Cllxll 5HEETJ
1 mi
ELEVATION
WIDTH TO
MATCH TRIM
4/4 x 4 YYYy
5/4 x 5" J
COR5ELS CUT FRONT VIEW
PER DETAIL
5/4 x 5" BACK
4/4 x 4"--.A_-.. -.
GAP APROX 112- TOP VIEW
PLANT SHELF
HEIGHT TO
MATCH
00
WINDOW
V
-
�liiiiiiiiiiiiiiiiiiiii
x 2"
VERT.
HORZ.
-
liii--ilii--iii----iii
�Y 17
l l 1 •�
4/4 x 4"
I 5/4 x B"
C'-2-1/2"
M1 a
SCRE
GREWs
`SCREWED
f
GLUED
END VIEW
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ul
_FRONT ELEVATION (EXAMPLE) SCALE 1/4" = I'-0' (24x36 SHEET) 1/S" = I'-0• Cllxll SHEET)
I
I
WHERE MASONRY -T. WODD
TRIM, PROTECT EDGE OF TRIM
.1 BUILDING PAPER RUN LOI,Y-
AND TRIMMED AS REGIV- ROOF 5HEAT14ING
2.2 SPF TRIM BETWEEN
OUTLOOKER5(TYP.)
I
2.4 OUTLOO 115 AS
__-__L____, REO'D. TO SUPPORT
.1 ROOF OVERHANG
SIDING PER PLAN
N
0
ROOFING AND SHEATHING
AS 5PEG'D.
TRUSSES PER PLAN
51RD BLK'G. AS REGTD.
4/4x2 TRIM AT TOP EDGE
OF 5MART-PANEL ONLY
2x4 ROUGH FASCIA
DRIP EDGE
/ (ONLY AS REQ'D.)
(I - X4/4 x 6" FINISH
_-_-- FASCIA A5 SPEC'D.
WOYI�D LP VENTED SOFFIT BD,
w! 2x4NAILER CONT.
AT WALL •GUT TRUSS
TAILS BACK A5 REQ'D,
SIDING AS SPEC'D.
(aROOF ROOF EAVE, TYP.
D33 6GNE:NT3
SIDE ELEVATION (EXAMPLE
SCALE: 1/4" = i'-0' (24x36 514EE7) 1/S" 0 1--0' Cllxll 5HEETJ
1 mi
ELEVATION
WIDTH TO
MATCH TRIM
4/4 x 4 YYYy
5/4 x 5" J
COR5ELS CUT FRONT VIEW
PER DETAIL
5/4 x 5" BACK
4/4 x 4"--.A_-.. -.
GAP APROX 112- TOP VIEW
PLANT SHELF
HEIGHT TO
MATCH
00
WINDOW
V
4/4 x 4"4/4
x 2"
VERT.
HORZ.
GAP APROX IR"
SHUTTERS
�Y 17
l l 1 •�
4/4 x 4"
I 5/4 x B"
C'-2-1/2"
M1 a
SCRE
GREWs
`SCREWED
f
GLUED
END VIEW
�O
2464 SW GLACIER PLACE
REDMONC. OR 97756
AP 4PR0x./2" PHONE 547-9236607 FAX 541b46-0781
`
2 -IR"
SCREWS
M W J
PROVIDE (3) CORBELS FOR
WINDOWS UP TO 4' WIDE GLUE JOINT
PROVIDE (4) CORBELS FOR
WINDOWS 5' WIDE AND OVER CORBELS
WINDOW SHUTTERS & PLANT SHELF
SCALE: N.T 5
REAR ELEVATION EXAMPLE
SCALE: 1/4" = 1'-0' 124x36 SHEET) 1/5" = 1'-0' Cllxll 5HEET)
•
AL DRIP EDC f • • •
LT AS REQ'D.)\/ISL N' S •J I -
• •
z 6" FASCIA
CURRENT AS OF 100118
x 4" WINDOW
`7 CTTPJ
x 4" CORNER
M (TYP.)
SMART PANEL
)ING 4" O -C. -
SIGNATURE
SIDING
D ETAI LS
SEE CS
DS3
00
V
Z_
C)
�Y 17
l l 1 •�
Lij
•
• ••
allo
• �•
f
•
•
••
• •
00
f•
•
a� V 1 •
•
AL DRIP EDC f • • •
LT AS REQ'D.)\/ISL N' S •J I -
• •
z 6" FASCIA
CURRENT AS OF 100118
x 4" WINDOW
`7 CTTPJ
x 4" CORNER
M (TYP.)
SMART PANEL
)ING 4" O -C. -
SIGNATURE
SIDING
D ETAI LS
SEE CS
DS3
The -Method Al" instaftabo i guide TH6INSTAL TION GUIDE REFERENCES THE AMERICAN
s designed for integral flanged win- ANCNITECTURAL MANUFACTVNEHS AS?UCIA7ION' FJ3LICATIOx' MK)9 >
Jm applications, where the window
WEEP SCREED
s ins WW after the weatherresistive
_ .. r
uamer s applied. Compfrai.-•a with -
..r ..'t
the biting Code am proper ..
cdtcal in reducing.�,:
:t^-
mrialation are
..
p ,io'T l water leakage onims.
'"^
Under adverse weather cond.s. t,--- I
• -.
the irstaltermay consider using
t
��
"Method B`wm machanNca9y z _
l.;
.'; •"'
attachad Hashing. Cansidend on - 1
pg4 SIDES !REAR ELEVATION Scam N.Ts.
should be given to-pratarinc; the !
Geba,rate I, bed adhesion, For some
I : :
substrates, a pro" maybe mqerad.
The foaming Fortifiber Bolding Systems
Gromit -flexible window flashing, products aro
~
acceptable for Irk method: I r
.6/oistop E -Z Serf Self Adhesive }3esfurlg
_t
dF:
6, °and 12 lath X 75 roll
•FortlFlaWWatertirridmashing .,..
4. G S, 12, 1a and 36 inch z 75 was-
.FortiFlasti' Commercial Waterproof Flashamg
6,9112 and IS inch X 75,01s
.FoliFtasfi' Butyl Waterproof Fhasbimg
- -.
4.6.-.9. and 42 inch -X 75 rods
MODIFY WEATHER -RESISTIVE
2 SILL FLASHING
BARRIER
_ -ray ru __
2M:
:
' -
Cot trw sot ,aahrnQ to INe-et'd'fr of the rough
e-4 sal `
aped lnJ plus Mice fie Rastreng wirHi+t4:7�him
' €
surface oftt:e weather-resrshue Hamer Withas'tean
Make the fall w6 g diagonal -Uhs t the lop of foe mUgh
to annum proper adhwsron. Remdve'"he release
opening corners. Fkampro. fa. T P.ashirg measure as follows:
_reg
patter and /mess rhe Alf lieshiag in pha a so thatfhe
9" up and 9' over. ma hV a 45 angle (Ta) Gat ar) the drsg-
,edge of the flashing s adhesive is le e4 with Metop
anal from mad red point to ate rough opemng comer Ganfty
edge of rheroa , WMIV-
rtse fir, top aege Of fie weed ar msist ✓e Daww and IaP`--. the
corners and the Center O the harrier surface abor.•e. This will
809. W the inswation of Lhe Wl ow dnd the lamb and head
C01MMUED-..
flasidnglater.
• INSTALLATION
-FLASHING
LBefore ng the -window,-apoy a contirnlous S i, brad
'
.lasmii
of seafant - to the backs+r'e (%^asdofl of the
:+
mounting tlaate. install file vrindow according to the aur-
a , ::.--
dow manulactuters Astruchbns.
HEAD FLASHING
toiaararrl% the jamb Rashalg carpe th&j mb Pang-
"
and weattrer-resfstive hamer'With a Wean 1416 ensure
T -
proper adhesion. Then -Cut two strips of flashing tong
enough fa extend beyond the ata Bashing and 2`:be10c11ftte
top of the head flashing. Remove it9e release -paper and
align Lhe.Pa3hing tfiishagalnSt the iwindow -tram with the
415pe fire headPanya,lamb'flaa'Ting. 4te lttEr-msis4P2har-
adhesive strip- covering :the entire windary flange. FvMw
der.:nd sheathing "-M clean rag- Cut apiece of Sashling
a
this pmo drlro.fcr ire ottrar side. of fie vnrldaw.
Wog enrnrgh to enSUTe.tnat Phe hand Pashnrg exiertds a ori!-
room 1'.bayood the jamb 8ashrmg, tnata6-Pm head trashing
byprassmgYJmiY ir-twee-in Dna-diietdiart b -prevent VO([f5.
The read to my Har o e+,enw eszow ^rrr✓ •• ••`--
phece or stmathing tape over -the enure diagonal -cut -made
in the weather-msistive battier and Press. 9-ty i!, place.:
TitlS,raCammandafia:9 !`'.
refers tet the most -'-...
commonly-usea Was Pf -
windows (Surface
rnauraed) Foroilk" types
ofh'ames, wecialafteirlo"
shadid W paid to the -
window 1TianUfaetUrdf'a
tnstrucir"s. Fealrbek I
4veamntt nds.Me use Of a
woir,mtegrated weather-
iosarive.barna,With aP its -
flashing systems - --
Q
WINDOW FLASHING, TYP.
,SGLLE: N.T.S.
H-HbmdGuari+ ruus>;'rirsr tr dor:> k.�.al?-„watYa: tend'.^.;us
INSTA' AT - T TI :
INSTALL H0115EWRAP OVER AN APPROVED EXTERIOR SHEATHING
IN 'SHINGLE -LAP' FA5HION. WITH UPPER COURSES LAPPED OVER LOWER COURSES BT AT
LE45T 2 INCHES. VERTICAL SEAMS CREATED BY ENDING ONE ROLL AND BEGINNING
ANOTHER SHOULD HAVE AN OVERLAP OF AT LEAST 6 INCHES. ATTACH THE HOUSEWRAP
SO THAT IT 15 FLAT AND TIGHT. START WITH LOWER GOUR5E. TWO TO THREE FEET FROM THE
CORNER AND CONTINUE NAILING OR STAPLING AS YOU MOVE AROUND THE BUILDING.
FASTENERS MUST PENETRATE THE STUD OR NAIL BASE MATERIAL. THE FIRST VERTICAL
ROW OF FASTENERS SHOULD BE EVERY 3 INCHES. SECURE THE HOUSEWRAP FIRMLY IN
PLACE BY FASTENING IT EVERY 12 -TO 15 -ALONG THE VERTICAL STUDS USING
LARGE -HEADED ROOFING OR PLASTIC CAP NAILS, 5/16.5TAPLE5 OR LARGER. USE
HOMIEGUARD SEAM TAPE TO SEAL HOUSEWRAP SEAMS AND WOMEGUARD SYNTHETIC
FLASHING TO SEAL AROUND PENETRATIONS SUCH AS ELECTRICAL BOXES. PC MEGUARD
FLEXIBLE BUTYL FLASHING CAN BE USED TO 5EAL ROUND PENETRATIONS. LIKE DRYER
VENTS.
Tz_'� BUILDING HOUSEWRAP, TYP.
DS4
PANEL SIDING AS SPEC'D.
WALL PER PLAN
HOUSEWRAP COUNTER -FLASHED
OVERHEAD FLASHING
LEAVE 2” GAP FROM BOTTOM
OF SIDING TO ROOFING
METAL 'L' HEAD FLASHING
NAILED TO WALL SHTH'G. ONLY
ROOF SHINGLES OVER
UNDERLAYMENT A5 SF'EC'D-
REAR
SIDE
I HOU5EWRAP L005E AT EDGE OF WALL
w/ MIN. 12" TUCKED AND OVERLAPPED
OVER ADJACENT WALL WOUSEWRAP AND
INSTALLED PER MANUF. INSTRUCTIONS
LP SMART PANEL SIDI1.A.r -
LOO5E AT EDGE UNTIL HOU5EWRAP
PROPERLY IN5TALLED. THEN
NAILED PER SHEARWALL SCHEDULE
NOTE:
FOLLOW ALL MANUFACTURER'S
INSTALLATION INSTRUCTIONS
FOR HORIZONTAL 0 VERTICAL
HOU5EWRAP OVERLAPS'
SEAM TAPIWG (DETAIL 2/D54)
GARAGE DOOR
JAMB AS SF'EC'D.
I`
COx T SMART TRIM — - - —
�lhlp`pti TRUES PER PLAN RNER5 -INSTA
SSLL FROIJT
TRIMITU FIRSST, LAP SIDE TRIM
2. BLKG BETWEEN TO BE FLU5H AT GO" R
TU
- EDGE NAIL (51DE TRIM TO BE DONT. AT
wcnru TO B1 K•G- EDGE OF OPT. MASONRY) -t — — — S/4 x 4" TRIM
STEP I
INSTALL A CONTINUOUS PEICE OF
HOU5EWRAP BEHIND SOFFIT/EAVE AREA
THAT EXTENDS 24" ABOVE ROOF RAKE.
INSTALL DRIP EDGE AT SAVE (WERE
REO'D.
STEP 2:
INSTALL THE ROOFING UNDERLAYMENT,
LAYERING IT 5HINGLE-5TYLE UP THE ROOF
AND EXTEND 12" UP WALL (BEHIND SIDING
AND HOUSEWRAP ON SINGLE-WALL
CON57RUCTION).
STEP 3:
INSTALL KICK -OUT FLASHING AT THE
ROOF -TO -WALL INTERSECTION, KICK -OUT
FLASHING TO EXTEND 1 -Irl" BEYOND
DRIP -EDGE OR EDGE OF SHEATHING AND
HELD IN PLACE BY NAIL DRIVEN IN AT ITS
UPPERMOST CORNER AS FAR FROM ROOF
AS POSSIBLE.
\� -LAP SIDING AS SPEC'D.
FRONT F OPT. MASONRY AS 5PEC'D.
HOU5EWRAP L005E AT EDGE OF WALL,
w/ MIN. 12" TUCKED AND OVERLAPPED
OVER ADJACENT WALL HOU5EWRAP AND
INSTALLED PER MANUS INSTRUCTIONS
s CORNER TRIM, TYP.
SV-: S: N.T.S.
SIDING AS SPEC'D.
HOU5EWRAP -LAP
OVER FLASHING
STEP 4:
INSTALL FIRST COURSE OF SHINGLES.
INSTALL FIRST PIECE OF STEP FLA5HING
LAYERED OVER KICK -OUT FLASHING AND
FASTENED IN SAME MANNER (WITH
SINGLE-WALL BLOCKING BETWEEN WALL
FRAMING INSTALLED ABOVE ROOF RAKE
FOR BACKING TO NAIL STEP FLASHING AND
HOUSEWRAP). INSTALL SECOND COURSE
OF SHINGLES AND STEP FLASHING AFTER
EACH NEW COURSE OF 544INCLES.
NOTE:
DETAILS PROVIDED FOR REFERENCE_
Ei
STEP FLASHING DETAIL TO OCCUR AT ALL
ROOF RAKE TO WALL INSTANCES.KICK-CUT FLASHING WILL NOT OCCUR IFROOF EAVE 15 BEYOND ADJACENT
EXTERIOR WALL.
MAINTAIN 2•' MIN. FROM BOTTOM EDGE OF _
SIDING TO ROOFING.
TETAL 'Z' FLASHING
x 4" TRIM AS SPEC'D
'FELT TO PROTEC7
JAGENT EDGE OF TRIM
ALL WOOD TO MA' NRY
¢NSITIONS
MASONRY VENEER
INSTALLED PER
MANJF. DETAILS
r,,- SHAKE 51DING AS SPEC'0
GABLE E ENE) TRUSS PER PLAN
1
14005EWRAP - LAP OVER
H- FLASHING
,H E /METAL 'Z' FLASHING OVER
E� TRIM BAND
5/4 x b" BAND 45 5PEC'D.
CENTER OVER TRAN51TION
WALL FRAMING wry jFHCU5EWRAP INSTALLED PER
DBL. TOP PLATE 1MANUF. INSTRUCTIONS - EXTEND
12" PAST CORNERS TO OVERLAP
LP LAP SIDING AS SPEC'D.
7 GABLE SIDING W/ TRIM BAND, TYP.
pg4 FRONT ELEVATION ONLY sots: N.T.S.
LP SMART PANEL SIDING
GABLE END TRU55 PER PLAN
OFFSET 1/2'•
HOUSEWRAP FROM GABLE END
4LISM-RTIANEI-51111.
RUN L005E PAST BOTTOM OF
SIDING - TRIM EXCESS ALONGBOTTOM EDGE AFTER NAILING
OVERLAP SIDINGWALL FRAMING w/HOUSEWRAP RUN LOOSE OVER
DBL. TOP PLATETOP OF SIDING - TRIM EXCE55
ALONG BOTTOM EDGE OFGABLE SIDING AFTER NAILING
e GABLE TRANSITION - SINGLE WALL, TYP.
pS4
SIDES/ REAR ELEVATION scarf, N.T.S.
FLOOR JOISTS
PER PLAN
••I
•••I•
UPPER WALL FRAMING -
OFFSET 1/2" PAST FLOOR
•
HOU5EWRAP INSTALLED PER •
MANUF. INSTRUCTIONS - EXTEND •
•
R" PAST CORNER5 TO OVERLAP
•••
LP SMART PANEL SIDING •
LP SMART PANEL SCRAP
FURRING AT RIM BOARD TO
PREVENT SIDING FLEX (APPLY••
OVER LOWER HOLI5EWRAP) • •
RIM BOARD - OUTSIDE FACE
FLUSH W/ STUDS BELOW
HOU5EWRAP FROM UPPER WALL
RUN LOOSE PAST BOTTOM OF
SIDING - TRIM EXCE55 ALONG
BOTTOM EDGE AFTER NAILING
:OVERLAP SIDING 2" AT TOP
OF LOWER WALL
a STEP FLASHING 8t KICK -OUT FLASHING, TYP. s MASONRY WAINSCOT, TYP.
araew.T.s pga - __- scar=: rvT.s.
D54
r;Q
2464 SW GLACIER PLACE
REDMOND. OR 97756
PHONE 541-9236697 FAX 541-506-0761
REVISION--�_•� • • :
CURRENT AS OF 100118
[:SIGNATURE
SIDING
SIDING
& FLASHING
I DETAILS
Igo
i
i
WEEP SCREED
LOWER WALLFRAMG` IN�HOUSEWRAP - EXTEND 12" PAST
w/ DBL. TOP PLATE TOP OF LOWER SIDING AND
F45TEN TO RIM BOARD
LP SMART PANEL SIDING
• '! `
--FN15H GRADE OR
.
CONCRETE
WALL, TYP.
s FLOOR TRANSITION - SINGLE
•"
pg4 SIDES !REAR ELEVATION Scam N.Ts.
a STEP FLASHING 8t KICK -OUT FLASHING, TYP. s MASONRY WAINSCOT, TYP.
araew.T.s pga - __- scar=: rvT.s.
D54
r;Q
2464 SW GLACIER PLACE
REDMOND. OR 97756
PHONE 541-9236697 FAX 541-506-0761
REVISION--�_•� • • :
CURRENT AS OF 100118
[:SIGNATURE
SIDING
SIDING
& FLASHING
I DETAILS
Igo
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
GENERAL
NOTES
1. THE SGXWE OF SERVICES PRCTIDED BY'Ij4YDEN ENTERPW NC' LS �*m
LMITED TO ppJOVDNG A WORKNQ SET OF DRAWN[i5 THS SET ()F
PLANS IS SUFFICIENT FOR OFiTAIMNG A BUI.DING PERI�4T. 11NLE$ �""
DRECfLY REWESTED BY THE OWNER CR BULDNQ CONTRACTOR. THESE
PLPNS ARE LJMffED TO DESCR6NG LOCATIONS, DIMENSIOFCx GIENERAL
BUILDING COMPONENTS, AND KEY FLASH MATERIALS.
2 ALL WORK SHALL COMPLY W rH THE MOST CURRENT RECUHE&ENTS SET
FORM BY LOCAL, COUNTY, STATE. AND GENERAL LAMS, FARES, CODES,
ORDINANCES, OR REGULATIONS. GENERAL CONTRACTOR OR SUB-
CONTRACTOR TO VY ALL APPLICABLE CODES AND METHODS OF
CONSTRUCTION PRIOR TO BEGINNING WORK-
3.
ORK3. ALL WORK TO MECHANICAL. PLUMBING, AND ELECTRICAL WILL BE DESIGN
BULD BY THE GENERAL CONTRACTOR AND SHALL CONFORM TO ALL
APPLICABLE LOCAL, STATE, AND NATIONAL CODES.
4. ANY ERROR OR OMISSION FOUND IN THESE DRAWINGS SHALL BE MMV-IT
TO THE DEVELOPER'S AND ARCHITECTURAL DESIGNERS ATTENTION
S, DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL PRECEDE ANY AND
ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DLI=NSONS
PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL DIMENSIONS
AND JOB SPECIFIC CONDITIONS. THE OFFICE OF HAYDEN BJIERPRISES NC.
MUST BE NOTIFIED OF VARIATIONS OR DISCREPANCIES ARRIVED AT DURING
CONSTRUCTION.
SITE PLAN
NOTES
1, EACH CONTRACTOR AND SUBCONTRACTOR TO VERIFY THE EXISTENCE OF
BURIED UTILITIES N THE AREA OF CONSTRUCTION PRIOR TO ALL EXCAVATION
2 ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS MUST
CONFORM TO THE PROJECT SOLS REPORT.
3. CONTRACTOR TO VERIFY ALL SITE CONDITIONS AND DIMENSIONS TRIOTI TO
CONSTRUCTION ALL INCONSISTENCIES TO BE BROUGHT TO THE ATTENTION
OF THE DEVELOPER AND THE ARCHITECTURAL DESIGNER PRIOR TO ANY
CONTINUATION OF WOW,
4. SETBACKS TO COMPLY WITH ALL APPLICABLE LOCAL COUNTY, STATE AND
NATIONAL CODES. CONTRACTOFR TO VERIFY ANY CHANGES OR ADDENDUM
To DEVELOPMENT SETBACKS PRIOR TO CONSTRUCTION
DRAWING INDEX l
CSCOWER
SHEET
NSGENERAL
NOTES STET
OE
OREGON ENERGY CODE
Al
ELEYATKNS
A2FLOOR
PLANS
A3
FOUNDATION 1 FLOOR FRAMING PLAN
A4ROOF
FRAMING PLAN
AS
LIGHTING 7 AUDIO 1 SOUND WALL INSUL / MISC. PLAN
S
PRESCRIPTIVE WALL BRACING
DI
TYP. WALL SECTIONS
DIA
TTP. DETAILS
DIB
TVP. DETAILS
D2
TOP. BRACING DETAILS
D3
BLDG. SECTION AND DETAILS
D53 SIDING DETAILS
DS4
SIDING & FLASHING DETAILS
2464 SW G11�C'- PL
FIEOMOND OR 97756
PHONE 541:23-660T FA% 541-546-0761
•
•
REASIONS • 1 •
CURRENT AS OF 101514
COVER SHEET
t
B3BsnN SWKEID BY Ks
FOUNDATION PLAN �-FLOOR PLAN FRAGENERAL MING NOTES ROOFFRAMINGING ELEC./ NOTEMECH./PLUMB. PLUMB.
NOTES
2. CONTRACTOR O VERIFY SOIL BEARING VALUE OF 1500 PSF FOR CLAY
SANDY CLAY, SILT, CLAY, CLAYEY SILT, SILT & SANDY SILT_ OTHER
CONDITIONS MAY REQUIRE SPECIAL DESIGN OR ALTERNATE CONSTRUCTION
METHODS. CONTRACTOR TO VERIFY SOILS REPORT PRIOR TO CONSTRUCTION
WHEN REQUIRED. (TABLE R401.4-1)
3. CONTRACTOR TO VERIFY ALL DETAILS. DIMENSIONS, AND SPECIFICATIONS
PRIOR TO CONSTRUCTION. SEE DETAIL AND S SHEETS FOR ADDITIONAL
INFORMATION.
4. ALL FOUNDATION WALLS AND FOOTING TO BE CONTINUOUS CONCRETE,
STEM WALLS AS SPECIFIED BY LEGEND, SECTION DETAILS, AND/OR
STRUCTURAL ENG.. (7404.1 A (5)) (R403.1-1) (8403.1.3.1) & (TABLE R403.1)
5. STEM WALL CONCRETE TO BE 2500 PSI AND GARAGE SLAB FLOOR PORCHES
& STEPS EXPOSED TO WEATHER TO BE 2500 PSI (NEG CORD)
& 3000 PSI (MODERATE COND.) & 3500 PSI (SEVERE CONDITION) (TABLE R402.2)
6 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE
FINISHED GRADE ON UNDISTURBED GROUND SURFACE. FROST LINE DEPTH
SHALL BE DETERMINED BY THE LOCAL JURISDICTION. (TABLE R301.2.(1)
(R403.1.4.1)
7. FOUNDATION WALLS TO BE CAPPED WITH 2x MUD SILLPLATE R404 3 OVER
A FIBROUS SILL SEALER TYPICAL. ANCHOR MUD SILL TO FOUNDATION USING
MIN_ 12' ANCHOR BOLTS (W/ NUT & WASHER) EMBEDDED 7 INCHES @ 6 FT. O.C.
TYP. BOLTS TO BE LOCATED IN MIDDLE 1/3 OF WIDTH OF SILL PLATE. INSTALL
ONE BOLT A MIN. 1 FT. FROM THE END OF EACH PLATE SECTION. (R403. 1-6)
SEISMIC D1 & D2 REQUIRES 31NCH PLATE WASHERS. (R002.11)
B. DRAINAGE_ GRADE SHALL FALL A MIN. 6INCHES WITHIN THE FIRST 10 FT
OR PER EXCEPTION USING DRAINS OR SWALES. IMPERVIOUS SURFACES WITHIN
10' OF FOUNDATION SHALL BE SLOPED AWAY A MIN. OF 2% (R401.3)
9. PROVIDE DRAINAGE AROUND FOUNDATION UNLESS BUILT ON WELL -DRAINED
GROUND OR SAND -GRAVEL MIXTURE SOILS. (R405.1)
10. FOR SEISMIC ZONES D1 & D2: FOUNDATIONS w/ STEM WALLS SHALL BE
PROVIDED WITH A MIN. OF (1) 84 BAR WITHIN 12 INCHES OF TOP OF WALL & (1) #4
BAR LOCATED 3-0 INCHES FROM BOTTOM OF FOOTING AS REQUIRED. (R403.1 3 1)
ON A 2 POUR SYSTEM PROVIDE (1) &4 VERTICAL WITH A STANDARD HOOK AT 4 FT.
O.C- THAT EXTENDS 31NCHES CLEAR OF THE BOTTOM & EXTENDS A MINIMUM OF
14 INCHES INTO THE STEM WALL- (R403.1.3.1)
REINFORCING STEEL SHALL COMPLY WITH THE REO'MENTS OF ASTM A 706 FOR
LOW-ALLOYSTEEL WITH A MIN. YIELD STRENGTH OF 40,000 PSI GRADE 40
(R403.1 3 5 )
11- PROVIDE AGROUNDING ELECTRODE CONNECTED TO A 20 FT. 134
REINFORCEMENT IN THE FOOTING. JR4031.8)
12. PROVIDE 1 S(]- FT CRAWL SPACE VENTILATION PER 150 SO. FT. OF
UNDER -FLOOR AREA. OPENINGS SHALL BE EVENLY SPACED TO FROM DE CROSS
VENTILATION. ONE SUCH OPENING SHALL BE WITHIN 3 FT OF EACH CORNER. MIN_
CODE REO'MENT OF 1 SO. FF CRAWL SPACE VENTILATION PER 1500 SQ. FT.
UNDER FLOOR AREA (R408.2 EXCEPTION W USE OF CLASS I VAPOR BARRIER -
SEE NOTE 13)
13. SHEET ALL EXPOSED EARTH IN CRAWL SPACE WITH 6 MIL BLACK
POLYETHYLENE, SEAMS SHALL BE OVER LAPPED MIN- OF 6INCHES & TURN 6
INCHES UP FOUNDATION WALL (R408.1; R408 3)
14. ALL WOOD IN DIRECT CONTACT W CONCRETE SURFACES, OR WITHIN 18
S EXTERIOR
HIN 121NCHE
INCHES OF EXPOSED EARTH (D FOAL GI
RDERS WR ).
AND WALL
FRAMING LESS
THAN 6INCHES FROM
WOOD SIDING, SHEATHING
GROUND OR WITHIN 2INCHES CONCRETE SLAB, DECK, PATIO TO BE APPROVED
PRESERVATIVE TREATED MATERIAL (8317.1 (1) - (7))
15. MINIMUM CLEARANCE FROM BOTTOM OF FLOOR JOISTS TO EXPOSED EARTH
IS 18 INCHES (1 FT FOR BEAMS & GIRDERS). (R317.1)
16. FLOOR SHEATHING TO BE 314" T&G LAID PERPENDICULAR TO I -JOISTS
SPACED 16 INCHES UP TO 19.2 INCHES O.C. (TABLE R503_1)
FASTENED TO MOM) FRAMING IAW TABLE R6023(1) & (2) & FASTENER
SCHEDULE.
17. WATER HEATER & FURNACES LOCATED IN THE GARAGE SHALL BE
PROTECTED FROM AUTOMOBILE IMPACT_ (M1307.3.1)
1B. RADON -MITIGATING CONSTRUCTION REQUIREDIN THE FOLLOWING
COUNTIES: BAKER, CLACKAMAS, HOOD RIVER, MULTNOMAH, POLK WASHINGTON
& YAMHILL (APPENDIX F)
19. INSULATION REQUIREMENTS TO BE IN ACCORDANCE WITH ADOPTED STATE
CODE (SEE INSULATION N INSULATION. VAPOR RETARDERS & VAPOR
PERMEABLE MEMBERS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN
TESTED IAW ASTM E84 OR UL723. (2302.10)
2. CONTRACTOR TO VERIFY ALL DIMENSIONS, MATERIAL SPECIFICATIONS, DOOR
AND WINDOW SIZES, CONSTRUCTION MEANS AND SPECIFICATIONS PRIOR TO
CONSTRUCTION_
3. ALL EXTERIOR WALLS TO BE WOOD FRAMED AT 16 INCHES O.C. AND ALL
INTERIOR WALLS TO BE 24 INCHES O.C. UNLESS NOTED OTHERWISE
STRUCTURAL MEMBERS TO BE FASTENED IAW TABLE 602 3(l).
4, SEPARATE HOUSE FROM GARAGE BY NOT LESS THAN 12 GYPSUM ON THE
GARAGE SIDE. GARAGES WITH LIVABLE SPACE ABOVE WILL BE SEPARATED BY
NOT LESS THAN 518' TYPE X GYPSUM ON THE GARAGE CEILING INSTALLED
PERPENDICULAR TO CEILING FRAMING & FASTENED @ MAX 6INCHES O.C. BY
MINIMUM 1-718' 6d COATED NFU LS OR EQUIV. DRYWALL SCREWS.
(TABLE R302.6) (TABLE R7023.5)
5. ENTRY TO HOUSE FROM THE GARAGE SHALL BE NOT LESS THAN 1-3/0'THICK
(SOLID WOOD OR STEEL OR HONEYCOMB STEEL), OR 20 MINUTE FIRE RATED
DOOR. (R302.5.1.1)
6. SOLID BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS & GIRDERS
TYPICAL-
T SEE S SHEETS & DETAIL SHEETS FOR BRACING PANEL REQUIREMENTS, WALL
DETAILS, FIREPLACE DETAILS, ETC
8. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT
OPENINGS (BOTH VERT. & HORZ) BETWEEN STORIES AND THE ROOF_ (1130211)
9. HAZARDOUS LOCATIONS- TEMPERED SAFETLY GLAZING REQUIRED: (R308.4)
ALL GLASS TUB AND SHOWER ENCLOSURES & DOORS
GLAZING ADJACENT TO & WITHIN 2 FT. ARC OF A CLOSED DOOR;
GLAZING ON AWALL PERPENDICULAR OF DOOR IN CLOSED POSITION ON
INSWING SIDE ONLY
GLAZING LESS THAN 36 1 NCHES ABOVE ANY STAIR
WALKING SURFACE & WITHIN 6W' HORZ_ OF BOTTOM TREAD GLAZING
GLAZING IN WALLS CONTAINING BATHTUBSSHOWERS WHERE THE BOTT014
EDGE OF THE GLAZING IS LESS THAN BT ABOVE WALKING SURFACE
AND IS LESS THAN 6W' MEASURED HORIZONTALLY AND IN A STRAIGHT
LINE FROM THE WATER'S EDGE OF THE BATHTUBSHOWER
GLAZING IN WINDOWS WHERE INDIVIDUAL PANEL MEETS ALL ITEMS BELOW
EXPOSED AREA OF, 9 SF
BOTTOM EDGE IS < 18' A F F
TOP EDGE IS> W' AF.F.
WALKING SURFACE IS LOCATED WITHIN 36' HORZ
10. FURNACE, WATER HEATER, DRYER, OVENIRANGE AND BATH FANS TO VENT
TO EXTERIOR. ALL SWITCHES, PILOT LIGHTS AND BURNERS TO BEA MINIMUM OF
18INCHES AF F_ WHEN LOCATED IN THE GARAGE. (CHPT 15) (G2408.2)
11. FIREPLACES TO BE INSTALLED PER MANUFACTURES INSTRUCTION &
EQUIPPED WITH PROPERLY SIZED & LOCATED EXTERNAL AIR SUPPLY. (R1004.1)
(R1006.1) (G2434.1)
12 HANDRAILS SHALL BE CONDNUOUS & NOT LESS THAN 34 INCHES OR HIGHER
THAN 38 INCHES, GUARDRAILS PROTECTING DECKS OR BALCONIES SHALL NOT
BE LESS THAN 35 INCHES ABOVE WALKING SURFACE OR ADJACENT FIXED
SEATING. SPACE BETWEEN RAILS SHALL NOT HAVE
OPENINGS
WHICH ALLOW
PASSAGE OF A SPHERE 4-35' IN DIAMETER. (8311.7.8) (R312.12) (R312.1 3)
13. EMERGENCY ESCAPE & RESCUE OPENING: MIN. NET CLEAR OPENING 57 SR,
MIN. OPENING HEIGHT 24", MIN. OPENING WIDTH 2(r, SILL HEIGHT OF NOT MORE
THAN 44' 0.F.F. (13310.7) 1331021 R310.2.2)
14. ALL METAL PIPING SHALL BE BONDED. (E3509.6)
15. EXTERIOR JOINTS AROUND WINDOWSMOOR FRAMES, BETWEEN WALL
CAVITIES & WINDOW OR DOOR FRAMES, BETWEEN WALL & FOUNDATION,
BETWEEN WALL & ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OR UTILITY
SERVICES THROUGH WALLS, FLOOR & ROOFS & ALL OTHER OPENINGS IN THE
EXTERIOR ENVELOPE SHALL BE SEALED IN A MANNER APPROVED BY THE
BUILDING OFFICIAL. ONSEC 401 AAA)
16, ONE LAYER APPROVED WATER RESISTIVE BARRIER SHALL BE APPLIED OVER
STUDS OR SHEATHING OF ALL EXTERIOR WALLS APPLIED HORIZONTALLY UPPER
LAPPED OVER LOWER NOT LESS THAN 6INCHES- (R7032)
17. WINDOWS SHALL BE INSTALLED PER WRITTEN INSTALLATION INSTRUCTIONS
AS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW (R812.1)
18. OPERABLE WINDOWS MORE THAN 72 INCHES ABOVE GRADE /SURFACE SHALL
HAVE WINDOW SILL ABOVE 24 INCHES AF F UNLESS A WINDOW OPENING
LIMITATION OPERATING DEVICE IS INSTALLED. (R312 21)
19- WINDOWS & DOORS SHALL BE FLASHED WITH APPROVED
CORROSION -RESISTANT FLASHING IAW GODE & COMPANY DETAIL (R703.8)
20. INSULATION REQUIREMENTSTO BE IN ACCORDANCE WITH ADOPTED STATE
CODE. (SEE INSULATION NOTE.) ALL INSULATION, VAPOR RETARDERS & VAPOR
PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN
TESTED IAW ASTM E84 OR UL723 (R392.10)
21. FLOOR ASSEMBLIES (UNLESS EQUIPPED WITH FIRE SPRINKLERS OR OVER
CRAWL SPACE NOT INTENDED FOR STORAGE OR FUEL FIRED APPLIANCES)
SHALL BE PROVIDED WITH 113' GYPSUM BOARD ON THE UNDERSIDE OF THE
FLOOR FRAMING (R302.1.3)
MEMBERS TO BE FASTENED IAW TABLE 6023. (1) & FASTENER SCHEDULE.
Z ALL JOIST AND BEAM HARDWARE TO BE APPROVED BY JOIST AND BEAM
MANUFACTURER.
3. DOOR AND WINDOW HEADERS TO BE AS NOTED & SUPPORTED VW JACK
STUDS PER TABLE R602 7(1) & (2) LOAD-BEARING HEADERS ARE NOT REQUIRED
IN INTERIOR OR EXTERIOR NONBEARING WALLS- A SINGLE 2 x 4 MAY BE USE
FOR OPENINGS UPTO B FT. IF VERTICAL DISTANCE TO NAILING SURFACE ABOD
VE
IS NOT MORE THAN 24 INCHES. (R602.7.4)
4. BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS, & GIRDERS TYPICAL
5. FLOOR SHEATHING TO BE 3/4' T&G LAID PERPENDICULAR TO IJOISTS
SPACED 16 INCHES UP TO 192 INCHES O.C. (TABLE R503.1)
FASTENED TO WOOD FRAMING IAW TABLE R602.30) & (1) & NAILING SCHEDULE.
6. DECKS WILL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE WITH
P T DECK LEDGER ATTACHED WITH LAG SCREWS OR BOLTS WITH WASHERS. LAG
SCREWS, BOLTS & WASHERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS
STEEL LEDGERS SHALL NOT SUPPORT CONCENTRATED LOADS FROM
BEAMS/GIRDERS (R507.2) (TABLE R507.2.1) (FIGURE 507.2.1(1) )
7. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT
OPENINGS (BOTH VERT & HORZ.) BETWEEN STORIES AND TO FORM AN
EFFECTIVE FIRE BARRIER BETWEEN STORIES & BETWEEN TOP STORY AND THE
ROOF SPACE. (86028) (R30211)
8. DECK LATERAL LOAD CONNECTIONS SHALL BE PROVIDED AT A MIN. OF
2 LOCATIONS PER DECK WITHIN 24" OF EACH END OF DECK AND EA DEVICE
SHALL HAVE MIN. ALLOWABLE STRESS CAPACITY OF 1500 LBS IN ACCORDANCE
TO FIGURE R507.2.3(i) OR WHERE LATERAL LOAD CONNECTIONS ARE PROVIDED
IN ACCORDANCE TO FIGURE R507.2.3(2), HOLD-DOWNS SHALL BE INSTALLED IN
NOT LESS THAN 4 LOCATIONS AND EA DEVICE SHALL HAVE MIN_ ALLOWABLE
STRESS CAPACITY OF 750 LBS (R5072.4)
9. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NO SMALLER THAN
THE STUDDING ABOVE. CRIPPLE WALLS SUPPORTING BEARING WALLS WTHA
STUD HEIGHT LESS THAN 14" SHALL BE CONT- SHEATHED ON ONE SIDE PER
TABLE R602.3(1) OR CONSTRUCTED OF SOLID BLOCKING_ CRIPPLE WALL
BRACING REQUIREMENTS PER (8602.9; R602 10A 1)
ENERGY CODE
REQUIREMENTS
2D17 OREGON RESIDENTIAL SPECIALTY CODE
PRESCRIPTIVE ENVELOPE REQUIREMENTS -TABLE N1101.1(1]
VERTICAL GLAZING(INCLUDES SLIDING GLASS DOORS) U-0.30
EXTERIOR DOORS U-0.20
EXTERIOR DOORS W MORE THAN 25 SO. FT. GLAZING U-0.40
FLAT CEILING R-49
VAULTED CEILING R-3011.033
WALLS ABOVE GRADE' INCLUDING CRIPPLE WALLS & RIM JOIST AREAS R-21
'INTERMEDIATE FRAMING REQUIRED (SEE DETAILS ON SHEET OE)
1. EXTERIOR WALL CORNERS OR INTERSECTING PARTITION WALLS
SHALL BE FRAMED TO ALLOW FULL INSULATION TO BE INSTALLED
2. VOIDS IN HEADERS 1" OR GREATER SHALL BE FILLED WITH RIGID
INSULATION OF MIR R-1 PER INCH
WALLS BELOW GRADE R-15
FLOORS R-30
FORCED AIR DUCT INSULATION R-8
TABLE N1101-1 121 ADDITIONAL MEASURES: ELECT 1 FROM EACH CATEGO
ENVELOPE ENHANCEMENT MEASURE:
E>IGH-EFFICIENCY THERMAL ENVELOPE UA
PROPOSED UA IS 8% LOWER THAN CODE UA
"SEE SHEET OF - CALCULATIONS PROVIDED PER TABLE N7104.1(1)"
CONSERVATION MEASURE:
A- HIGH -EFFICIENCY HVAC SYSTEM
GAS FURNACE WITH MIN. AFUE OF 94%
NOTE FOR NON -GAS COMMUNITIES, SUBSTITUTE THE FOLLOWING FOR
MEASUREA
2. TRUSS MANUFACTURER TO VERIFY FURNACE LOCATION & DESIGN TRUSSES
TO SUPPORT SYSTEM WHEN INSTALLED IN ATTIC AREA (RD02104)
3 CONSTRUCT A MIN- 6 FT x 0 FT FURNACE PLATFORM IN LOCATION IDENTIFIED
ON THE TRUSS LAYOUT AND ROOF FRAMING PLAN IAW DETAIL FOUND ON DETAIL
SHEET WHEN PLATFORM IS NOT DESIGNED IN THE TRUSS SYSTEM_
4. BOTTOM CORD OF TRUSS TO BE DESIGNED FOR 21) LB LIVE LOAD WHEN
CAPABLE OF STORING A 24 INCH WIDE x 42 INCH TALL ITEM BETWEEN 2 OR MORE
ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION. (TABLE R391.5)
5. ALL ROOF TRUSSES TO BE ENGINEERED BY ATRUSS MANUFACTURER,
PROVIDED TO BUILDING OFFICIAL & APPROVED PRIOR TO INSTALLATION_
(13502.11.4 & R802.10.1)
& ALL TRUSS PITCHES TO BE AS SPEC'D ON THE ROOF & ELEVATION SHEETS.
(ASA GENERAL RULE, INTERIOR VAULTS TO BE MAX. 12 PITCH OF ROOF)
7. ALL TRUSS HARDWARE TO BE APPROVED BY TRUSS MANUFACTURER &
DESIGNED TO RESIST WIND UPUFT PRESSURES BASED ON LOCAL WIND LOAD &
ROOF WIDTH. TABLE (R802. 11) TRUSSES SHALL BE BRACED TO PREVENT
ROTATION & PROVIBE LATERAL STABILITY IAW CONSTRUCTION DOC AND/OR BCS
1-03). (R802.10.3)
9. ROOF SHEATHING TO BE 7/76' OSB W WTRUSSES SPACED UP TO 24 INCH O.C..
(TABLE R503.21.1 (1))
10. ASPHALT SHINGLES SHALL BE INSTALLED AS SPEC'D BY MANUFACTURE WITH
NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE (R9052.5) (R905.2.6) 8
NAILING SCHEDULE
11- FIRE BLOCKING SHALL BE PROVIDED TO CUTOFF ALL CONCEALED DRAFT
OPENINGS (BOTH VERT & HORZ.) BETWEEN STORIES AND THE ROOF. (R30211)
12. DOOR AND WINDOW HEADERS TO BE AS NOTED & SUPPORTED WM JACK
STUDS PER TABLE R502.50) & (2). LOAD-BEARING HEADERS ARE NOT REQUIRED
IN INTERIOR OR EXTERIOR NONBEARING WALLS- A SINGLE 2 x 4 MAY BE USED
FOR OPENINGS UP TO FT. IF VERTICAL DISTANCE TO NAIUNG SURFACE ABOVE
IS NOT MORE THAN 24 INCHES. (R602.7.2)
13. BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS, GIRDERS.
14. ROOF VENT CAPS TO BE LOCATED AT REAR ROOF SLOPES WHERE POSSIBLE.
PROVIDE 1 SQ. FT. ATTIC VENTILATION PER 300 SQ. FT. ATTIC SPACE WITH AT
LEAST 40% AND NOT MORE THAN 50% OF VENTS NO MORE THAN 3 FT. BELOW
THE RIDGE OTHERWISE 1 SO FT, TO 150 SQ. FT, OF THE AREA. (RW6.2)
15. PROVIDE MIN. 1 INCH SPACE BETWEEN INSULATION AND ROOF SHEATHING
WHERE EAVES VENTS ARE INSTALLED. (R806.3) BAFFLES OF DURABLE RIGID
MATERIAL SHALL BE PROVIDED TO PREVENT OBSTRUCTION OF VENT OPENINGS,
INSULATION SHALL NOT OBSTRUCT VENT OPENINGS (N1104.2.5)
16 ATTIC ACCESS SHALL NOT BE LESS THAN 22 INCHES x 30 INCHES ROUGH
OPENING WITH MINIMUM OF 30 INCHES UNOBSTRUCTED HEADROOM ABOVE
ACCESSOPENING (R807.1)
17. PATHWAYS TO ATTIC INSTALLED FURNACE SHALL BE UNOBSTRUCTED
CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES WIDE NOR LONGER
THAN 20 FT. (Ml 305.1.3)
18. IF ICE BARRIER IS REQUIRED, INSTALL AT THE LOWEST ROOF EDGE TO A
POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING
VERIFY WITH LOCAL JURISDICTIONS IF REQ'D IN AREAS WHERE AVG. DAILY
TEMPS IN JANUARY IS 25' OR LESS OR HISTORY OF ICE DAMMING (R9052.7.1)
19. TRUSSES SHALL BE CONNECTED TO TOP PLATES BY APPROVED
CONNECTORS HAVING A UPLIFT RESISTANCE NOT LESS THAN 175 LBS.
(13802.10.5) USE H2.SA (OR EQUAL) HURRICANE CUPS
AT TRUSS TO TOP PLATE.
STC CUPS MAY BE USED AT INT. NON-BEARI NG WALL LOCATIONS AT DISCRETION
OF CONTRACTOR FOR TRUSS ALIGNMENT AND ARE NOT REQ'D BY CODE
20. INSULATION REQUIREMENTS TO BE IN ACCORDANCE WITH ADOPTED STATE
CODE. (SEE INSULATION NOTE.) ALL INSULATION, VAPOR RETARDERS & VAPOR
PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
W TH AN ACCOMPANYING SMOKE ELOPED INDEX NOT TO EXCEED 450 WHEN
TESTED IAW ASTM E84 OR UL723. R302.10
21. FOR BEARING WALLS, REQUIRED HEADER SPANS OVER S TO BE SUPPORTED
BY DOUBLE JACK STUDS
22- BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL
HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A VERTICAL
HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN 30
SQUARE FEET. TUE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF
THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING
MEMBERS _(R80711
23. A DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE
ROOFS. DRIP EDGES SHALL BE MECHANICALLY FASTENED TO THE ROOF DECK
AT NOT MORE THAN 12 INCHES O.C. WITH FASTENERS AS SPECIFIED
IN SECTION R9052.5. UNDERLAYMENT SHALL BE INSTALLED OVER THE DRIP
EDGE ALONG EAVES AND UNDER THE DRIP EDGE ALONG RAKE EDGES_
STATE
ANU Nn I lurvnl-1.vueo.
2. ELECTRICAL, GAS, MECHANICAL AND PLUMBING TO BE REVIEWED. APPROVED
BY A SEPARATE PERMIT & INSPECTED BY OFFICIAL HAVING JURISDICTION PRIOR
TO FRAMING INSPECTION. (R105.1) & (R109.12)
3. ALL METAL PIPING SHALL BE BONDED. (E3509.7)
4. SUPPLY & RETURN AIR DUCTS TO BE CONSTRUCTED & INSULATED IAW CHPT
16, LOCAL, STATE, AND NATIONAL CODE. (CHPT 16)
5, ALL SUPPLY RUNS TO HAVE ADJACENT DAMPERS & ALL RETURN AIR RUNS TO
BE NON-DAMPERED.
6. HVAC AS SPEC'D BY PROJECT MANAGER. FURNACE HEATING SYSTEM TO BE
PROVIDED WITH REPLACEABLE AIR FILTERS. BOTTOM OF ALL ELECTRICAL WALL
HEATERS TO BE 2 FT. A.F.F.
7, WHEN INSTALLED, OIL AND/OR GPS -FIRED FURNACE SHALL BE NOT LESS
THAN 781/6AFUE IND 105.5.11 & N1105.5.3.2) OIL -FIRED FURNACES SHALL
CONFORM TO ANSVUL 727 & ELECTRIC FURNACES SHALL CONFORM TO UL 1995.
(1074021)
8. EXTERIOR VENTS TO BE WATER PROOF SCREENED, HAVE BACK DRAFT
DAMPERS & ROOF VENT CAPS TO BE LOCATED AT TUE REAR OF ROOF SLOPE
WHEN POSSIBLE. (G2442-51 (G2452)
9. SMOKE DETECTORS SHALL BE PLACED WITHIN & OUTSIDE IN THE IMMEDIATE
VICINITY OF EVERY SLEEPING AREA & ON EACH ADDITIONAL STORY OF
DWELLING_ SMOKE DETECTORS SHALL NOT BE PLACED WITHIN 3 FEET
HORIZONTALLY FROM A DOOR OPENING TO A ROOM CONTAINING A
BATHTUB/SHOWER (R314.3)
10. SMOKE DETECTORS TO BE INTERCONNECTED WITH PRIMARY POWER
SOURCE FROM THE HOME & WITH BATTERY BACKUP_ (R314.4)
11. CARBON MONOXIDE ALARMS TO BE INSTALLED IN THE IMMEDIATE VICINITY
(WITHIN IS) OUTSIDE BEDROOM AREAS. (R315.3)
12. ALL BATH, WATER HEATER, DRYER & RANGE HOOD & MICRO TO VENT TO THE
OUTSIDE. (CHPT 15)
13. MICROWAVE TO HAVE A DEDICATED 20 AMP CIRCUIT.
14, IN SEISMIC ZONE D1 & D2, WATER HEATERS SHALL BE ANCHORED OR
STRAPPED TO RESIST HORIZONTAL DISPLACEMENT- STRAPPI NG TO BE LOCATED
WITHIN THE UPPER j AND LOWER! OF TUE APPLIANCES VERTICAL DIMENSION_
(M13072)
15. ATTIC AREAS WTH FURNACE EQUIPMENT SHALL HAVE ONE EIGHT FDRURE
AND ONE OUTLET INSTALLED AT OR NEAR APPLIANCE WITH SWITCH LOCATED
ATACCESS AREA (M1305-1.3.1)
16. GARAGE DUPLEX OUTLETS_ ONE OUTLET LOCATED ON THE BACK WALL,
ONE FOR EACH PARKING STALL AND ONE OUTLET WHEN OPTIONAL •
IRRIGATION SYSTEM IS SELECTED. •
IT MINIMUM REQUIRED EXHAUST RATES (INTERMITTENT OR CONTINUOUS) PERS
(TABLE M1507.3) • •
A RANGE HOOD IN KITCHEN AREA- MIN. 150 CFM INTERMITTENT
13 EXHAUST FAN IN BATHROOMS - MIN. 80 CFM INTERMITTENT OR 20 CFM
CONTINUOUS
C.
THING - MIN 50 CFM
TOILET ROOMS Wb BA
15 -TABLE 101
507.3 &CHPT 16
CHPT ( ) 1
18. SOUND RATING FOR FANS IN BATHROOMS: MAX 1.0 SONE RATED FOR •
CONTINUOUS VENTILATION FANS?ON FAN OR MAX 3 SONE RATED • ,
1015073.1
19. ALL BATHROOMS SHALL HAVE A MECHANICAL VENTILATION SYSTEM • •
CONTROLLED BY A DE-HUMIDISTATE, TIMER OR SIMILAR MEANS OF AUTOMATIC '
CONTROL (M1507.4)
20. HIGH EFFICIENCY INTERIOR LIGHTING SYSTEMS. ALL (100%) OF THE • •
PERMANENTLY INSTALLED UGHRNG FIXTURES SHALL CONTAIN F6GH-EFFICFEC` •
LAMPS SCREW IN COMPACT FLORESCENT OR LED LAMPS COMPLY WITH THIISS
REQUIREMENT. MAX. (2) LAMPS AT INTERIOR AND (2) AT EXTERIOR ARE NOT
REQUIRED TO BE HIGH -EFFICACY (N7107.2-3)
21. WATER CLOSETS SHALL BE EPA WATERSENSE LABELED WITH EFFECTIVE
FLUSH VOLUME NOT EXCEEDING 1.28 GALLONS PER FLUSH (N1108.1.1)
22. SHOWERHEADS SHALL BE EPA WATERSENSE LABELED WITH MAX FLOW NOT
EXCEEDING 20 GALLONS PER MINUTE (GPM) (NI 108.1.2)
2464 SW GLACIER PLACE
REDMOND, OR 97756
PHONE541-923-66D7 FAX54t-548-0761
V) L
CURRENT AS OF 010118
OREGON
IGH -EFFICIENCY WATER HEATER
ELECTRIC HEAT -PUMP WATER HEATER M MEETING STANDARDS OF TIER t
NORTHERN CUMATE SPECIFICANAIL USE CHART FOR PRESCRIPTIVE
TON PRODUCT
HOME CONSTRUCTION NOTES SHEET
LENGTH WIRE SIZE PENWVIIEIGHTNAME AREA OF USEIN BUILDING SPACING PER PRESCRIPTIVE CODE
2-12"x.113 GALVANIZED W BOX LP UIP SIDING, 4N FACIA &TRIM PER MANUFACTURER'S SPECS DATE
2-12 x 131 Btl COMMON RING SHANK FLOOR 8 ROOF SHEATHING, OSB 8 LP SM&RT-PANEL SHEAR WALLS 6'0.C. EDGE 817 O.C. FIELD, SEE 'T SHEETS •ASB 8 • ■ /,
GENERAL FRAMING 3 EACH STUD N ■J
32.131 1Od FRAMER BY.
3-114' x .148 1W VINYL SINKER SIMPSON HARDWARE & HAND FRAMING HAND NAILING
1-1?x.148 HOT DIP 104 TECO HANGER USE, PRESSURE TREATED WOOD. B EXTERIOR USE PER MANUFACTURERS SPECS
1_1R'x.t4B HDI TECO HANGER USE,NON-PRESSURE TREATED WOOD ON INTERIOR PER MANUFACTURERS SPECS
FULL -DEPTH INSULATION AT
SCISSOR TRUSS FOR
REMAINDER OF VAULTED
AREA5 PER PLAN 5PEC-5
R-30 BATTS COMPRESSED
INTO AVAIL. CAVITY = R-21
EQUIV. INSULATION AT
SCISSOR TRUSS FOR
APPROX, 24" FROI'TEXT. WALL
VAULT AREA 1
SBD = 68 SF AT R-30
PA = 68 AT R-21
INDICATES FLAT CEILING AREA
14.43
SEE DETAILS
0.033
AS SPE'CD
4998
2/OE 4 3/OE FOR
1187
24" Ar'PROY
OTHER NOTES
a SCISSOR TRUSS, TYP.
OE
1"
VAULT AREA 1
SBD = 68 SF AT R-30
PA = 68 AT R-21
ROOF FRAM ING
A55EMBLY PER PLANS
INSULATION AS REO'D, SEE PLAN
INSTALL BAFFLES AT REO'D
VENT AREAS TO MAINTAIN I"
CLEAR SPACE
DBL TOP PLATE
RIGID FOAM INSULATION
(R-4 PER INCH) FOR ALL
VOID5 OF 1" OR GREATER
REOV AT HEADER
4. HEADER AS REO'D
(SEE PLANS)
FLAT 2, AT ROUGH
OPENING
s 4x HEADER DETAIL, P.
OE -
1"= 1'-0"
ROOF INSULATION DIAGRAM
SCALE: 1/4" 1'-0' (24 x 36 St -SET)
SCALE: 1/5" = 1'-0' (11 x 11 SHEET)
ROOF FRAMING
A56EMBLT PER PLANS
INSULATION AS REO'D, BEE PLAN
INSTALL BAFFLES AT REO'D
VENT AREAS TO MAINTAIN 1"
CLEAR SPACE
DBL TOP PLATE
RIGID FOAM INSULATION
(R-4 PER INCH) FOR ALL
VOID5 OF I" OR GREATER
REQ'O AT HEADER
SINGLE VERT. 2x HEADER
AS 5PEC'D (SEE PLANe)
FLAT 2x AT ROUGH
OPENING
z 2x HEADER DETAIL, TYP.
OE 1"=1•-0"
EXTERIOR
�''-STUD CORNER FRAMING
ONLY, PROVIDE F P
TH
INSULATION AT EXT. CORNER
INTERIOR
INTERSECTING
INTERIOR WALL PROVIDE (2) 2.6 'L' IS
BEHIND INTERSECTING WALL.
PROVIDE FULL -DEPTH INSULATION
AT INTERSECTING PARTITION WALL
SEE OR- TABLE
R6023(U FOR
FASTENING REO'MENT5
1 CORNER FRAMING, TYP.
" RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS
Fcr ryeL;pe Enhancement Mmeasure :i8
2017 ORSC - TABLE N1101L1(1)
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Use the drab down menu In fields With "SELECT REM"
IFiield is aoDTrcahte.
.lob Name: DAFJUNGTON PLAN - ALL Permit It:
BUILDING COMPONENTS
Flat ceilings
Vaned cell. ngs (Area 1)*
Vaulted cei:ngs JArea 21*"
GonveMonal wood-fmmud walls
Mixed o, Other well types
UnderiWor
Slab edge 8 Undwslab
Standard Base Case
Fla.-ilirgs
Vauhed ceilings
Folal area of At.L Wall Surtaxes
15°x" of Total wall area
Windows=l5%ol Total wall area
Unde,300r
Star edge (anter tinea±feet i
Skvaig'tts
Exterior Dows
Doors with >2.5fts glazirg
697
INDICATES FLAT CEILING AREA
14.43
WITH FULL -DEPTH INSULATION
0.033
AS SPE'CD
4998
INDICATES VAULTED CEILING
1187
AREA WITH COMPRESSED
0.059
INSULATION AS SPECT)
293.?
VAULTED CEILING
®INDICATES
AREA WITH FULL -DEPTH
0.033
INSULATION AS SPECS
SBC
STANDARD BASE CASE
PA
PROPOSED ALTERNATIVE
ROOF FRAM ING
A55EMBLY PER PLANS
INSULATION AS REO'D, SEE PLAN
INSTALL BAFFLES AT REO'D
VENT AREAS TO MAINTAIN I"
CLEAR SPACE
DBL TOP PLATE
RIGID FOAM INSULATION
(R-4 PER INCH) FOR ALL
VOID5 OF 1" OR GREATER
REOV AT HEADER
4. HEADER AS REO'D
(SEE PLANS)
FLAT 2, AT ROUGH
OPENING
s 4x HEADER DETAIL, P.
OE -
1"= 1'-0"
ROOF INSULATION DIAGRAM
SCALE: 1/4" 1'-0' (24 x 36 St -SET)
SCALE: 1/5" = 1'-0' (11 x 11 SHEET)
ROOF FRAMING
A56EMBLT PER PLANS
INSULATION AS REO'D, BEE PLAN
INSTALL BAFFLES AT REO'D
VENT AREAS TO MAINTAIN 1"
CLEAR SPACE
DBL TOP PLATE
RIGID FOAM INSULATION
(R-4 PER INCH) FOR ALL
VOID5 OF I" OR GREATER
REQ'O AT HEADER
SINGLE VERT. 2x HEADER
AS 5PEC'D (SEE PLANe)
FLAT 2x AT ROUGH
OPENING
z 2x HEADER DETAIL, TYP.
OE 1"=1•-0"
EXTERIOR
�''-STUD CORNER FRAMING
ONLY, PROVIDE F P
TH
INSULATION AT EXT. CORNER
INTERIOR
INTERSECTING
INTERIOR WALL PROVIDE (2) 2.6 'L' IS
BEHIND INTERSECTING WALL.
PROVIDE FULL -DEPTH INSULATION
AT INTERSECTING PARTITION WALL
SEE OR- TABLE
R6023(U FOR
FASTENING REO'MENT5
1 CORNER FRAMING, TYP.
" RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS
Fcr ryeL;pe Enhancement Mmeasure :i8
2017 ORSC - TABLE N1101L1(1)
r., q Yattow tiefds uireavaioeto beettt®re&i7 ra:d lse £rcabk.
Use the drab down menu In fields With "SELECT REM"
IFiield is aoDTrcahte.
.lob Name: DAFJUNGTON PLAN - ALL Permit It:
BUILDING COMPONENTS
Flat ceilings
Vaned cell. ngs (Area 1)*
Vaulted cei:ngs JArea 21*"
GonveMonal wood-fmmud walls
Mixed o, Other well types
UnderiWor
Slab edge 8 Undwslab
Standard Base Case
Fla.-ilirgs
Vauhed ceilings
Folal area of At.L Wall Surtaxes
15°x" of Total wall area
Windows=l5%ol Total wall area
Unde,300r
Star edge (anter tinea±feet i
Skvaig'tts
Exterior Dows
Doors with >2.5fts glazirg
697
0.021
14.43
4;7V
0.033
15.77
4998
0.034
1187
+.69a.3
0.059
100.20
293.?
0.300
89.9i
$.>•
0.033
24.65
T+4'7
0.520
0.00
R 12, Slab edge- .. ----
0.500
0.00
33_S
0.200
7 Til
,..
0A00
7.40
Sum 26D.00
Proposed Altemative
A- 11-- 21 --ti
11.38. (;onus {€lnn Itrao' x; 687 002 TB.S:i
R-iY Scissor i sa
88
C.052
3.54
R -3c St'4ea:.x fruy":
408
0.034
1187
i1.2a: 0, h iefrAediate lramfAg
11804
0,059
106.67
SEE Walls OveraP 1 -1 -Factor Tab
0
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0.00
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CfSa3
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0
0.540
0.00
Brand&Modal Number roo c
trsulated,�ancrete Form Walls 0 0.00
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poorsw9hrntt GlaaiDg
A— a Exterwr Doan U -Factor
TOTAL WINDOW DOOR AND SK YLf 30T fi wyf an-WLndow door and w.1f tabs)
fool. inn UUC$etl A`o° of U-Faetar
doravtde product cut sheets)
W ilxiows from Wir bw Tab 119Q 0.273 53.87
DPStgtl�ap [InfNjS)
SkygMs From Skylight Tab I 0 I G.000 0.00
Enlrr R '3£S -. D..
Exterior Roars from Door Tab 38.5 C.1a0 5.39
glazing f8.s c.z6Q a.e!
m .2.9
PASS of FALL: P5
-11.8°6
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Btgding Godes Division ♦ Department of Consumnr and Buslrress Servlces • state of Oregon n
1535 Edgewater SL NW, Salem. Oil 97304. P.O. Dox i4470. Salem, OR 9%309-D404 ".
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