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WALL BRACING
1 Exfer or walls ~re srall be cont nl.iOI..S~ s,-e-;,"I;ed wi"., , l' plywood or i" (; 055 ;cre's 'o"1ers srall ~e at'acl;ec ..~ ,.. Jes
with Bd nells 5~QCeC is 0 C t' all porel edges '2 Q C ;+ r"err-edlC""€ su;yor+; All exteror well ;Qrne~s srcll bp ~or"'ed os
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2 SpeCIOI 6rocec Porel., Ofe srCWl1 on drTwll"gs as fcllcws
B~-rlO -- Broced par,e!, "eqUlr 1"9 Q ho,ddown devce J1' ,;re or o,r, e~ds
See Founcat'o~ Pon lor holdd~ sizes ~n~ ocatIC'-,
BP-C -- SpeCial 24< mmHT'l.m C4rne" P:;;nel reqwred Fr:"'1Irg ;orrel710r at corner 5J1Cll be II" per ~e+JII 8,"
,BP --Infer-lor BrJced Panels sheatred Wlt~ 9'IY5UI1" wallboard
p:re!s srell J€ af+od"ed"o s"".ds ""t" \ 3/8' wallbcad SC":'NS ~ 7' ~ ;
BP -G - Garage front ponels F'oJ"\e cor~er same :=5 ror BP..c
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CCB#160287
LOT 29
MOUNT AINGA TE
SPRINGFIELD
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FINISHED
BONUS ROOM
TOTAL
1 2 4 5 SQ FT
571 SQ FT
1 B 1 6 SQ FT
OF 12
COMPOSIT SIDING
SHINGLE PATTERN
6 TO WEATHER
4 X 4 SOFAT PURUNS -
EXPOSED SPACE EQUALLY
FULL WIDTH OF SOFAT
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10 X 10 POST
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COMPOSIT STONE CAP
COMPOsrr STONE
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UNDISTURBED SOIL 18 MIN \.V SIDING TO FINISH GRADE
BELOW ANISH GRADE
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CONCRETE TILE ROOANG
5/4' X 71/2 BARGE BOARDS WITH
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514' X 3 1/2" CORNER TRIM
PRE-PRIMED CONTINUOUS METAL
GUTTER ON 5/4 X 71/2 FASCIA
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~ FFE 686-3 3/4
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TIMBERLINE
12
12
Walter Custom Homes
CCB#160287
12 (lYPICAL)
j ,/ CONCRETE TILE ROOANG
LOT 29
l t ~ MOUNTAINGATE
'l SPRINGFIELD
[ OREGON
4 ,- .,
BONUS ROOM ~ INDEX
FFE 686-3 3/4
EXTERIOR
ELEVATIONS
MAIN FLOOR
FFE 676-0
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JOB NO
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GARAGE
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OR AS SPECIFIED BY MANUFACTURER
(TYPICAL EXCEPT AS NOTED)
CONCRETE TILE ROOFING
,... BONUS ROOM
.:7 FFE 686-3 3/4
,-
r-. MAIN FLOOR
~ FFE 676-0
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5/4 X 71/2 BARGE BOARDS WITH
1 X 2 TRIM
FLASH TOP OF ALL EXERIOR OPENINGS
(TYPICAL EXCEPT !-6 NOTIED)
- 5/031/2 CORNER TRIM,
PRE-PRIMED CONTINUOUS METAL
GUTTER ON 5/4 X 71/2" F!-6CJ\
UPPER FLOOR 0
FFE 686-3 3/4
- COMPOSIT SIDING
6 TO WEATHER
CMU RETAJNING WALL WITH
COMPOSIT STONE VENEER
....., '~~ MAIN FLOOR 0
FFE 676-0
FOOTINGS TO BEAR ON
UNDISTURBED SOIL 18 M,IN
BELOW RNISH GRADE
GARAGE 0
FFE 670-0 (:!)
1/1
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SIDING TO FINISH GRADE
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RIGHT ELEVATION
1/4" SCALE
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DATE
I'v1AY 9,2005
EXPIRES 12/31/05
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PROJECT
Walter Custom Homes
CCB#160287
TIMBERLINE
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
INDEX
EXTERIOR
ELEVATIONS
J08 NO
05-12
DRAWN BY
OLe
SHEET NO
5
OF 12
FOUNDATION PlAN NOTES
1 STEPPED GJ<lIDES - Cuts less than 4 feet In height may be wt no steeper than 2 hOrizontal to 1 vertical and graded smooth Where foundation grade steps are
greater than 4 feet slopes sholl nat be greater than 2 5 horlZantal to 1 yertlcol unless steeper cuts are approyed In writing by a licensed profesSional engineer
2 VENTS -- FoundatIOn vents shall hove 0 tatal net area of nat less than 1340 squore Inches Vents shall be covered with corroSlan-reSlstant wire mesh with mesh
openings nat to exceed 1/4
3 ANCHOR BOLTS - PrOVide 112 dlOmeter' 10 anchor bolts at 6-0 ac maXimum with ane bo~ within 12 of each end of Sill plates
4 CIlAWL ACCESS - PrOVide minimum 18 ,24 crawl space ac"'ss Into all crawl spaces
5 FLOOR JOISTS - Truss JOist TJI JOIStS shall be Installed per manufactJJrers publIShed instructIOns 00 not cut JOistS delIVered to the Site In multiple span lengths
PriMde all web stiffeners and blocking OS speCified by the manufacturer PraVlde all hangers and ather connectors os noted or detOlled or os required by the
manufoctJJrer Do nat notch or dnll flange materelal Cut or dnll holes In web anly os speCified In manufacturers publIShed Instrucl1ans ProVide 0 minimum of (2) JOists
under all bearing walls and concentrated lood bearing lacatlOns unless nated atherwlse
6 SIMPSON CONNECTORS -- PrOVide Simpson-type connectors where shawn or nated Other brands of equal strength and compatible deSign may be subst~uted
Check mOl'lL.rfocrurers literature for compatlbJhty Yihere connectors are exposed to pre5ervattve~treated lumber
7 PL YWOODIOSB --1118 pl",ood or OSB flOOring sholl be tongue! graove glued "nd nOlled per APA specificatIOns APA Rated Stud-I-Aoor <IS ac Exposure 1
Nailing shall be lOd rlng- or scrEW-shonk 6 ac at supported ponel edges and 12 ac at intermediate ponel supports unless noted other'Mse
[9 8 HOLDDOWN SYMBOLS
WALL LEGEND
2 Simpson PHD2-SDS3 w~h (10) SDS 1/4 ,3 scrEWS In double stud
518 'fJ A B (Simpson SSTBI6) In concrete foundatIOn
~ C~PPLE WALLS 2 X 6 STUDS @16 0 C
I PONY WALLS 2 X 4 STUDS @ 24 0 C
5 Simpson PHD5-SDS3 With (14) SDS 1/4 ,3 scrEWS In double stud
518 fJ A B (Simpson SSTBI6) In concrete foundation
~ FOUNDATION WALLS - CMU OR CONCRETE
6 Simpson PHD6-SDS3 With (18) SDS 114 ,3 scrEWS In double stud
7/8 fJ A B (Simpson SSTB28) In concrete fo"datlOn
- - - - - - - - a COMPOSIT STONE VENEER
C Simpson CSI6-R Coil Straps ane each fa", of stud Run to stud or
header below Run l' minimum onto stud or header Fasten wrth
(II) 10d nOlls each end
li.:.:J~I.JI!IIUU.~t:I.J BRACED WALL PANELS
NOTE
. ThICken concrete strip foatlng at Holddown Anchor Bolts In crawl space
Provide extenSlan nut ond threaded rad to run anchor bolt through floor JOIStS
and/or cripple wall as reqlred
. PraVlde (1) M vertICal bar to foatlng at SSTB16 Holddown Anchor Bolts
. ProVide (2) M yertlcol bars to footing at SSTB28 Holddown anchor Bolts
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(1YPICA~ EX~EI'J'AS NOTED)
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6 MIL BlACK POLY
GROUND COVER
T 0 CONC 8 MIN
ABOVE ANISH GIlADE
STEP FOUNDATION WALL
AS REQUIRED
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SOLID BLOCKING
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(6) ff4 SHORT BARS
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RUN FlASHING UNDER
W P MEMBIlANE
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l' 36' X 36"X 8' (2)114 LONG BARS I
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PROJECT
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Walter Custom Homes
CCB#160287
TIMBERLINE
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
L ;.'" I
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FOUNDATION
PlAN
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Eh~l,a;.'.l~ \)2.Q Si"-~
Om" \~ \1'd \[)( e~uU\d. 't-'
~lO( +D ~O~ ~ l~-tre.r cbJW
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NOTE:
FABRICATE POST BASES WITH
PlATE THICKNESS AND BOLTING
SIMIlAR TO SIMPSON CB1010
I
\
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4. " 2-4
" 2-(J"~: 'l-G
,,4
..
2'-4' .'T'- 4
4_t. ..
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T 30"
~- -= -- ~'~ ~~ ---~
3-0
16-0
9-0
.
.
,
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,
36-0'
"
71-0'
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JOB NO
05-12
DRAWN BY
OLe
SHEET NO
6
OF 12
~
.
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CIXIXJ) ~ "i / "
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11 11 11 ~ T5 COe II: ~ I ~.nA~1 ":I?~,(C,O ~)
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(211'3/4X71/4LVLHEADER "~CbL':' "72ir3/4X14'L (' ~ l T IB ) SHOWElII B
.-.-___ 0' ____ __ J
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II 5HOWH CD t ;ml~
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@ 40C "
~I I" 1 ,,{:1) ~(2)
<<> 1~lx~~~~~'~
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(D!xl lSIN:1 L SIN,:[ ~
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PL IMBING FI' TURES ! ii\
1 +--~
AC JUST FRAI ilNG
I lA 'OUT AS ( :QUIRED
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1
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UPPER FLOOR FRAMING PlAN NOTES
1 PL YWOOOIOSB --3/4 plywood or OSB Aoorlng sholl be tangue 4 groove glued and nOlled per APA speclflcatlans APA Rated Stud-I-Floor
48 oc Exposure 1 NOIllng sholl be 3d nng- or screw-shonk 6' 0' at supported panel edges and 12 oc at intermediate panel support. unless
nated otherwl"
2 UNOERlAYMENT -- Provide 1/2 low-formaldehyde partICle boord underloyment at Vinyl noor locatIOns
3 WALL PLYWOOD/OSB --1/2 plywood or OSB .heathlng .holl be nOlled per APA speCllcotlOns APA Rated Sheathing 24~6 Exposure 1
NOIllng .hall be 3d 6 0 c at supported panel edges and 12 oc at IntermedlOte panel .upport. unless nated atherwlSe
4 BEAMS - Glu-Lom beam. .holl be 24F-V4 DF-DF With 11/2 laminatIOns Manufacturers standord minimum comber unless nate othe"""
No comber "nere beams ore conTInuous over intermediate .upport. Laminated Veneer Lumber (L VL) and Porollel Strand Lumber (PSL) members
ore deslngned per Weyerhauser Mlcrollam speCifications Other brands With equal or greater El1glneerl'1g deslgrT values may be substituted Install
beam. lu.h at 'elllng unless nated atherwlSe ProVide double stud at 011 beam bearing locatIOns unless nated othe""se
TOILET
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---+
5 FLOOR JOISTS - Floor JOists sholl be 2 x 12 ~2 or better DF-L spaced at 24 0' unless noted otherwise Do nat cut holes larger than 2 III
except 05 directed by a licensed profesSional engineer unless Originally noted an these drowlngs PrOVide a minimum of (2)JOIsts under all beanng
wans and concentrated load beanl19 locations unless noted otherwise
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6 HANGERS -- Hanger numbers refer to Simpson brand Other brand. of equal strengf11 and compatible deSign may be substituted Reverse'
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Walter Custom Homes
CCB#160287
TIMBERLINE
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
INDEX
UPPER FLOOR
FRAMING PLAN
.
lOB NO
05-12
DRAWN BY
OLe
SHEET NO
7
OF 12
REVISION
DATE
12
MAY 2.2005
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ENGR TRUSSES
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D RIDG E DID 1 [J i II I D 'I i~~J P I Rl[IGE I 0 I I 0 I I D I
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Walter Custom Homes
CCB#160287
>J
o
TIMBERLINE
C )S
=
c.:_-=%
12 12
12 12
12 12
12 12
D " F
I.....
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
, <.'
UJ
""
D
ROOF FRAMING PlAN NOTES
;;;
1 SHEATHING -112 pl/Woad or OSB sceotclng scali be no,led per APA sp".,otlons APA Roted Sheotclng 24~6, Exposure 1 Na,llng scali
be 8d @ 6" 0 0 ot supported panel edges and 12 00 ot Intermedlote panel supports unless noted otherwise CD Grode exGept resawn Anlsh
pl/Wood or oomposlt panel Siding approved at overcongs unless noted otcerwlse
INDEX
ROOF
FRAMING PLAN
o
2 VENTS - Roof vents sholl have a total net area of not less than 1170 square In'ces At least 50 percent of thot area shall be IOGoted In the
upper portion of the attIC spaGe ot least three (3) feet above the soffit vents Openings scali be oovered With oorroslOn-reslstont wire mesh With
mesh openings not to exceed 114. toootlans an roof plan are approxlmote ProVide Grass-ventllotlon ot 011 rofter SpOGes Via notoces ar holes dnlled
ot upper and lower portIOn of rofters as needed Vent oops are not reqUled when self-venting canGrete tde rooflng IS Installed
D ~ t: ,- --
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3 BEAMS - Glu-Lam beams shall be 24F-V4 DF-DF With 1112 lamlnotlOns Manufacturers standard minimum c,"ber unless noted othe""se
No camber where beams are cantlnuous aver Intermedlote supports Lamlnoted Veneer Lumber (LVL) and Parallel Strand Lumber (PSL) members
are deSigned per Weyerhauser M,crollam speelflootlans Other brands With equal ar greater engineering deSign values may be substituted Install
beams flush ot Ceiling unless n,oted otherwISe PrOVide double stud ot ~I beam beanng locations unless noted otherwISe
r'-r.5fBE:,~~If.:Jf:'21t';-:.~"
- ENGi1, TRUSS!;?' '-
..",.......~:ri.~><_'1b
@ ~4 0 it;:'::"
1{:s.':&'?'-~
4 DOOR a WINDOW HEADERS - Door and Window headers shall be 0) 2, 8 ~2 ar belter DF-L unless otherwISe noted
12 12
12/ ~12 12 12
12/ G 12
E
~ ~
5 TRUSSES -- Truss diagrams If shown are for reference only Truss manufacturer scali deSign trusses based on field measurements and
archltecturol details Truss hangers shall be speCified ar prO>1ded by truss manufacturer where not speClAed an draWings PrOVide double stud ot all
girder truss bearmg locations unless noted otherwise
JOB NO
G>
-('" ~7-;:- --~~'O~er~:;,:fC--~'~";
,J1~\X TlM~ER.J~U~~~'~
05-12
6 HANGERS -- Hanger numbers refer to Simpson brand Otner brands of equal load oopaClty and campotlble deSign may be subst"uted
NOT E:
~
FABRICATE TIMBER CONNEepRS WITH
PLATE THICKNESS AND BOLTING SIMILAR TO
SIMPSON CC SERIES CONNECTORS
WALL LEGEND
DRAWN BY
OLe
UPPIER LEVEL INTERIOR NON-BEARING WALLS
L"':='-=- -::J
W<IIN LEVEL INTERIOR BEARING WALLS
-~
SHEET NO
~
EXTIERIOR BEARING WALLS
8
~ SOLID BEARING IN WALL - NUMBER OF STUDS / SIZE OF POST
(3)
P LA N
ROOF FRAMING
1/4" SCALE
ROOF TRUSSES
1/4" SCALE
OF 12
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REVISION
Il Il
DATE
- 12 (NOM) COMPOSIT STONE CAP
MAY 2,2005
12
12
- PATIO WALL
8 CMU (SEE RElNF BELOW)
COMPOSIT STONE VENEER PATIO SIDE
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ROOF-
CONCRETE TILE ROOFING
1 X 4 SPACED NAILERS
301" FELT
112 OSB OR PLYWOOD
EN GR TRUSSES @ 24 0 C
R-38 FIBERGlASS INSUlATION
511!J' GYPSUM WALLBOARD
'I
~
4' CONCRETE PATIO SlAB
SANO ANISH
COMPACTED CRUSHED ROCK BASE
~
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WALL
COMPOSIT lAP SIDING
SHINGLE PAITERN
~
INTERIOR WALL
112' GYPSUM WALLBOARD
BOTH SIDES
2X 4 STUDS@16"OC
,/'
---)
EXPIRES 12/31/05
METAL GUITER ON
5/41 X 7112 FASCl-'I
FOUNDATION
8 CMU FOUNDATION WALL
HORIZ #416 0 C
VERT M@24 OC
GROUT SOLID
16 X 8' CONC FOOTING
(2) "4 CONT
~
37' GUARDRAIL WITH
BALUSTERS SPACE FOR
IiA.XIMUM 4 CLEARANCE ---:.L _
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14 TJIiPRO 250 @24' 0 C
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COIMPOSIT lAP SIDING
AIR BARRIER
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2X6STUDS@16 OC
R-21 FIBERGlASS INSUlATION
5/8 GYPSUM WALLBOARD
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COMPOSrr STONE VENEER [ _ '
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,,,,,,. (ha) I u J I ~'
10 X 10 POSTS
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r 3/4' TaG PLYWOOD
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R-25 FIBERGlASS INSUlATlON
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CONCRETE PIERS WITH
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~UNDATION
2 X 6 PT SILL PlATE
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8 CONC STEM WALL
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8' X 16' CONe FOOTING
(2) #4 CONT
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LAP EDGES 12 MIN
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91/2 TJIIPRO 150 JOISTS
'MTH JOIST POCKETS
AT FOUNDATION WALL
R25 FG INSUlATION
PORCH DECK
4 CONCRETE SlAB
WATERPROOF MEMBRANE
3/0 as P T PLYWOOD
2 X12 PT JOISTS@24' 0 C
CD
PONY WALLS
2X4 STUDS@24"OC
ALIGN WITH FLOOR JOISTS
8 X 16 CONC FOOTING
(2) #4 CONT
(iO\
SIM \.V
SECTION
1/4" SCALE
"
, '
EXTERIOR WALL
COMPOSIT STONE VENEER
ADHESIVE SYSTEM
112 PLYWOOD OR OSB
2 X 6 STUDS @ 16 0 e
R-21 FG INSUlATION
4 MIL CLEAR POLY V B
(OR VAPOR BARRIER PAINT)
112' GYPSUM WALL~OARD
L.
,I
,
PROJECT
r'
,
,
I
,I
I
~
...
r-\ 2
\
LSL RIM JOIST
CEILING -
2 X 6 CEILING JOISTS @24 0 C
R-38 FIBERGlASS INSUlATION
5/8 GYPSUM WALLBOARD
ROOF
CONCRETE TILE ROOI1NG
SPACED NAILERS
30" FELT
112 OSB OR PLYWOOD
2 X 12 RAFTERS@24 0 C
R-30 FIBERGlASS INSUlATION
5/8 GYPSUM WALLBOARD
LSL BLOCKING @ tW< 48 0 C
Walter Custom Homes
CCB#160287
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12
TIMBERLINE
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CRIPPLE WALL
2X 6PT SILL PlATE
2 X 6 TOP PlATE
2 X 6 STUDS@16' 0 C
ALIGN WITH STUDS ABOVE
112' PLYWOOD OR OSB
FASTEN SAME AS WALL ABOVE
ATTIC WALL
2X6STUDS@24 OC
R-21 ABERGlASS INSULATION
518" GYPSUM WALLBOARD
GABLE WALL
COMPOSIT LAP SIOING
SHINGLE PATTERN
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
g
~
~.
~
~I
;;oj
12
BONUS ROOM
o FFE 686-3 3/4
METAL GUTTER ON -
5/4 X 7112 FASCl-'I
2X4@16"OC
BRACE BACK TO BLOCKING
BE1WEEN FLOOR JOISTS
.
12
~
...
.
INDEX
SECTIONS
6X12 BEAM
EXTERIOR WALL-
COMPOSIT lAP SIDING
fJR BARRIER
112' OSB OR PLYWOOD
2 X 6 STUDS @16 0 e
R-21I1BERGlASS INSUlATION
5/8 GYPSUM WALLBOARD ly
FOUNDATION WALL ~
10 CONCRETE RETfJNING WALL I ~ .
HORIZ #4@16"OC \ ~
VERT M@24"OC
DOWEL #5 @ 12' 0 e,
42 X 12 CONCRETE FOOTING
MCONT
(D) lATERAL M @12' 0 C
~
FOUNDATION
2 X 6 P T SILL WI
1120xlO' AB
@ 6-0 tW< 0 e
8 CONC FOUNDATION WALL
HORIZ MATTOPAND@16 OC
VERT M@32 oe
16 X 8' CONC FOOTING
(2) #4 CONT
DETAILS
10 X 10 COLUMN
AND BRACE BEAM
I]~
CD
3:!
..
~
I I
I
I
I
:E
.. =>
9;!;;
"~
II I I
GARAGE FLOOR
4 CONCRETE SjB
SMOOTH I1NISH
6X6-10ilOWW
COMPACTED CRUSHED
ROCK BASE
III r
I
j
..
THICKEN SlAB AT OVERHEAD
DOOR OPENING
I
,
I
JOB NO
I,
I
05-12 , ,
I
DRAWN BY
DLC
~
/'
./
f2\
\:c:.J
"'---,
~'"
, " .~,~ ~Ji.. . ~r"~ '~'~'''~
C__J
.
CONCRETE PIER WITH
COMPOSIT STONE VENEER
AND CAP
GARAGE
o FFE 670-0 (z)
.
,
.~ "-' ~- .,._....El.... -"
~ 6 MIL BLACK POLY
~. GROUND COVER
~ lAP EDGES 12 MIN
~
')-4"'"
_._~
8
.' ," '"-"".....~'.....~.. ' ~~. . -
.~...... -.-. ... -_OJ'. .. - ,
-"
,
4 10 PERFORATED I'VC
IN GRAVEL DRAIN
SHEET NO
<0
I
.
.
''- - --
SECTION
1/4" SCALE
9
,
.'
I
I
I
FOOTING / WALL
CD
OF 12
11/2" SCALE
I
II
, I
I ~
,
~
,
\~
. EXTERIOR WALL
(SEE DETAIL MO)
FLOOR
3/4 T4 G PLYWOOD
.9112 T JI/PRO ISO JOISTS
WITH JOIST POCKETS
AT FOUNDATION WALL
R25 FG INSUIJITION
~
REVISION
~
EXTERIOR WALL
(SEE DETAIL I~O)
-~
DATE
EXTERIOR WALL
(SEE DETAIL MO)
2
2
6 L
lip;:'
II' "-
II ""
II ~
~II~
6 L
II
li\
II .
II \
l_l11=::-
f-\
" "
" "
>::
=>
""~
2
'E
"
, "
" "
" ...
>::
=>
""~
2
'E
MAIN FLOOR
FFE 676-0
FLOOR
4 CONCRETE SIJIB
SMOOTH FINISH
6X 6 -10~OVMF
COMPACTED CRUSHED
ROCK ALL
MAY 2.2005
~
l.---b ~
II d.
. II
II
II
[J) <:___________
IIIII~
t--
EXTERIOR WALL
IJIPPED COMPOSIT SIDING
SHINGLE PATTERN
AIR I MOISTURE BARRIER
1f.l PLYWOOD OR OSB
2 X 6 STUDS@16 OC
R-21 FG INSUIJITlON
4 MIL CLEAR POLY V B
(OR VAPOR BARRIER PAlNl)
112 GYPSUM WALLBOARD
~
-.
~I
~11l='
I~L
II
II
II
II
)1
r=:-/
.
.
BACKFILL
I"'AXIMUM 6Tl-0
BACKFILL
MAXIMUM 674-11
~
~
"
...
C ~I
C ~/
4 CONCRETE \
PATIO SIJIB ~
.
I
I
I
_-1
2X 6 PT SILL PIJITE WITH
1120XIO AB @6'-0 MAXOC
.
/0
"
. "
. FOUNDATION
2X6 PT SILL WI
112.0X10' AB
@6-O MAX OC
6 CONC FOUNDATION WALL
HORIZ M ATTOP
VERT M@32 OC
16 X 8 CONC FOOTING
(2) M CONT
2X 6 PT SILL PIJITE WITH
1120X10AB@6-0MAXOC
6 MIL BlACK POLY
GROUND COVER
IJIP EDGE512 MIN ~.
I
/
~
/" /" /1lII'
/"'AIN FLOOR
FFE 676-0
~
FOUNDATION
2 X 6 P T SILL WI
1f.l.0XlO AB
@6-0MAX OC
8 CONC FOUNDATION WALL
HORIZ M ATTOP
VERT M@32'OC
16' X 8 CONC FOOTING
(2) M CONT
co
~
EXPIRES 12131/05
""
,
"'
co
~
FOUNDATION WALL
8 CONCRETE RETAINING WALL
HORIZ M @ 16 0 C
(A) VERT M@24 OC
(B) OOWEL ~5 @ 24 0 C
42 X 12" CONCRETE FOOTING
(5) M CONT
(D) IJITERAL M @ 24' 0 C
C(
"'
>::
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"i'~
_ 2
'E
/
l:::
'"
:'S
en
o
>-'
w
>
2
"i'<(
inS:
<!)
ill
'"
>::
=>
>::
~
.
.
FOUNDATION WALL
8 CONCRETE RETAINING WALL
HORIZ M@16 DC
(A) VERT M@24"OC
(B) DOWEL ~5 @ 12' 0 C
42 X 12" CONCRETE FOOTING
(5) M CONT
(D) IJITERAL M@12 0 C
~2
~~
.,r' ~.C..
,.~ :2:'
.~8
~":"~~
.. ,~'.
~ ~~'-
, <to
~~~
40 PERFORATED PVC
IN GRAVEL DRIoJN
· 1''- _ J_
.
.
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:'S
en
o
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w
>
o "
\.Q ~ ~ ,
r-!.~
<!)
ill
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=>
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~
;t",
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:<:8
Q!O
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L.l.JCl:l
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ar~_
f5
L.l.J'
asS?:)
:';:K.,
!<.ivi
~~
I:l:: !..
Q~,
::c ",.
LJ.J ~~
..... .....
Cl:lQ'
~1E
~
0<;)
"'-" ---
4.0 PERFORATED PVC
IN GRAVEL DRPJN
" -
. ...
NOT E :
ptic!i: AND CURE.. GAAAGE FLOOR SLAB
BEFOR~;'PLACING" BACKFILt.'
" - -~ '" ....
\
"
"
\
FOOTING
CD
FOOTING
, "
" "
CD
.
.
11/2" SCALE
11/2" SCALE
NOT E:
PI.ACE~AND: CURE GAAAGE ' FLOOR" SLAB
-:4.;',.fi.i.i;";\it:;~).-\iE~'>>'L'" ....--",1;'
BEFORE~;)'\f'fJ,~\7'~BAgKFIt.L
"-
:'S
"i'~
->::
z
';:
" 6 , 8
, .
!,
,
1-10
,
.
"-
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->::
z
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>-
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ill
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'1''''
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>::
=>
>::
Z
'E
, 4 4
. . .
L
.
r---....
INTERIOR BEARING WALL
2X4STUDS@16 OC
112 GYPSUM WALLBOARD
BOTH SIDES
~
FLOOR
3/4' H G PLYWOOD
.9112 TJI/PRO 150 JOISTS
(ALT 2 X 10 JOISTS)
WITH SIMPSON HANGERS
R25 FG INSUIJITION
GARAGE fLOOR
4' CONCR: JE SIJIB
SMOOTH fiNISH
6 X 6 - 10 10 \\iWF
COMPACT :0 CRUSHED
ROCK FILL
/
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.
~
2 6
~
III
-III
1[1
[[I
II
=/
"
"
EXTERIOR WALL
IJIPPED CEMENT BOARD SIDING
AIR I MOISTURE BARRiER
112 PLYWOOD OR OSB
2 X 6 STUDS@16 0 C
R-21 FG INSUIJITION
4 MIL CLEAR POLY V B
(OR VAPOR BARRIER PAINl)
112 GYPSUM WALLBOARD
GARAGE
FFE 670-0 (.)
[, 4'
"
"
,
10'
2-10
~
,
,
,
,
,
.
,
.
"
,
"
~
~
.
FLOOR
(SEE DETAIL MO)
TJI JOISTS CONTINUOUS
AT PONY WALL
6
, 4"
,
,-
'"
I
I
I
I
<:- ~ ! III
" ~ :e=:J i ----- f- -______
- ~ (-- WATERPROOF
~ ,"-
_ c.. ..~_
'----;:- ll< 6.1' T. L_I;I)GER
\0'<<" t., ~'"r",*,~~Plr-<;"'i{ ""
\;.JI.2_,~hN219..N !l9LT
<'~' ""~~"'''U'''l,^-'' ~ -'"
@ 24" 0 G%",d,'
':f.)~:f~-.A '
,
"
"
"
GARAGE FLOOR
4' CONCRETE SIJIB
SMOOTH ANISH
6 X 6 -1O~0 \\iWF
COMPACTED CRUSHED
ROCK ALL '
- --
I.
,I
~----
~
(D)
SOLID BLOCKING BETWEEN
JOISTS AT BEARING WALL
.
.
DO
00 2; of?
~D1fj
o
- FOUNDATION
2X 6 PT SILL WI
1120X10' AB
@6-0 MAX DC @
8' CONC FOUNDATION WALL :)\
STEP TO 5112 ABOVE FLOOR
HORIZ M ATTOP
VERT M@32 OC
16' X 8" CONC FOOTING
(2) M CONT
G
.....
~
~
40 PERFORATED PVC
IN GRAVEL DRAIN
<
,
PONY WALL
2X 4 P T SILL PIJITE
2X 4 TOP PIJITE
2 X 4 STUDS @ 24 0 C
ALIGN WITH JOISTS
16 X 8 CONC FOOTING
(2) M CONT
GARAGE
FFE 670-0 (.)
'"
"
,
"
"
PROJECT
"
"
:0-
6MILBIJICKPOLY \
GROUND COVER
IJIP EDGES 12 MIN
"
,
GARAGE RETAINING WALL
11/2" SCALE
GD
-.1
,
'"
"'d
.
. I'
"
"
'0'
L
.
.
.
6 MIL BIJICK POLY
GROUND COVER
IJIP EDGES 12 MIN
4.0 PERFORATED PVC
IN GRAVEL DRPJN
~"
e" ,
,-
,
,
/
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,
,
"
, \,
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CCB#160287
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4 0 PERFORATED PVC
IN GRAVEL DRAIN
12 (NOM) COMPOSIT STONE CAP
.
.
.
.
,
,,--
TIMBERLINE
"
"
PORCH WALL
4 CMU
JOINT REINFORCEMENT IN EACH JOINT
COMPOSIT STONE VENEER BOTH SIDES
FOOTING
CD
>::
~ :::>
G>::
, -
",2
'E
FOOTING
CD
GARAGE RETAINING WALL
CD
11/2" SCALE
11/2" SCALE
11/2" SCALE
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
FlASH UNDER W P MEMBRANE AND
MIN 6' ABOVE DECK SURFACE
/
I'.
II
"
...
~.
~
.~
~
I~
EXTERIOR WALL
SEE DETAIL 1/10
FLOOR
SEE DETAIL 1/10
~
FLOOR
SEE DETAIL MO
/
12
\
"
, ..
1-6'
OVERHANG
;'
INDEX
-
FlASH UNDER W P MEMBRANE
AND MIN 6 ABOVE I'V\IN FLOOR
ROOF I CEILING
CONCRETE TILE ROOANG
1 X 4 SPACED NAILERS
30 ~ FELT
112' PLYWOOD OR OSB
P E TRUSSES @ 24' 0 C.
R-38 FG INSUIJITION
4 MIL CLEAR POLY V B
5/8' GYPSUM WALLBOARD
PIJ\5TER ANISH
DETAILS
/l
~
, 2 X 12 BLOCKING BETWEEN
JOISTS
EXTERIOR WALL
SEE DETAIL 1/10
.~
2
-
--
PORCH DECK
4 CONCRETE SIJIB
SAND ANISH
WATERPROOF MEMBRANE
3/4 HGPT PLYWOOD
2 X 12 JOISTS @ 24" 0 C
2 X 12LEDGER WITH lFC, i ~
(2)16dHD GALVANIZED NAILS ~
PER STUD AND ~ '.J
Q) ROW16d NAILS@8 DC =. \~
'" """All '''''~" ~~...
SIMPSON U210 HANGER ..... \..~~
-'0~
~
CRIPPLE WALL
2X 6 P T BOTTOM PIJITE
2 X 6 TOP PIJlTE
2X 6 STUDS 16 0 C
ALIGN WITH STUDS ABOVE
12 ~ ---
~] l:.,/~ ,
'\( ./
~ ----
~i /
~!IIII~
[----
" 2 X 4 P T SILL PLATE WITH
1/20X8 BENT AB @24 OC
INSUIJITION BAFFEL
WHERE REQUIRED
2 '
"
"
"
/~6
LSL PJM JOIST /
J.:(
------
I 2
~
~
CPJPPLE WALL
2 X 6 P T BOTTO"! PIJITE
2 X 6 TOP PlATE
2X 6 STUDS 16' 0 C
ALIGN WITH STUDS ABOVE
1/20XlO"AB @6-0 MAX DC
,fHEATJ1E_~~~f9 ~ltABOV~',
PORCH DECK
4' CONCRETE SIJIB
SAND ANISH
WATERPROOF MEMBRANE
3/4 H G PT PLYWOOD
2 X 12 JOISTS@24"OC
FASTEN JOISTS TO SILL
WITH A34 CLIPS
SOLID BLOCKING
BETWEEN TRUSSES
12 r::....
,,,,,--
~
FOUNDATION
2 X 6 PT SILL WI
1120XlO'AB
@6-O'MAX OC
8 CONC FOUNDATION WALL
HORIZ M ATTOP
VERT M@32'OC
16 X 8 CONC FOOTING
(2) M CONT
I~.
I~
) /IlL
/~.L~
h ~j
r
I r-A1
11---6
II
II
.11
II
JI
---"/
-
/
j
JOB NO
I r-A1
I 2..--'6
II ~
- II
I ~ 6 MIL BlACK POLY
--iT GROUND COVER
~ ~/ IJIP EDGES 12 MIN
. ! ~ 0; ~ 40 PERFORATED PVC
D l:( iN GRAVEL DR~IN
o 0 B OGJ
o C>~ NOTE
/fLv. FOR BRA.CING AND
~O SEE DETAIL 2/9
EXTERIOR WALL
(SEE DETAIL MO)
05-12
~
'--- METAL GUTTER
ON 2X 6 FASCIA
>::
.=>
"i'~
_2
'E
FOUNDATION
2X6PT SILLWI
1I20XlO"AB
@6-0MAX OC.
8' CONC FOUNDATION WALL
HORIZ ff4 ATTOP
VERT M@32 OC
16 X 8 CONC FOOTING
(2) ff4 CONT
FOUNDATION
8 CMU FOUNDATION WALL
HORIZ MATTOP
VERT M@24 OC
GROUT SOLID
16 X 8 CONC FOOTING
(2) MCONT
I 1
I .1
6 MIL BIJICK POLY -;)
GROUND COVER.
IJIP EDGES 12 MIN
SEE FRAMING PIJIN FOR
HEADER SIZE
DRAWN BY
DLC
FlASH AND CALK WINDOW
AS SPECIAED BY WINDOW
I'V\NUFACTURER
I. I
SHEET NO
.
.
5/4 X 6 HEAD TPJM
. ,,-_!..
.
.
''----
10
BLOCKING
-r,- _ __
...
'1'
! I
I
FOOTING
CD
EAVE
CD
FOOTING / PORCH
CD
PORCH / WALL
~
\V
OF 12
11/2" SCALE
11/2" SCALE
11/2" SCALE
1112" SCALE
-[
CORNER
HEADER
(TYPICAL)
CORNER
CD
1:------1/ / ~ 1/2 PLYWOOD OR OsB
bl ~,_ ~2X6sTUDs
~ I ~ Ts6X4Xl/4COLUMNs -
I ______ r-
I- ..-...
2 X 6 TOP PlATE
~/ /-::
;:1 .----1
8d flAILS @12 0 C AT INTERMEDltITE sUPPORllNG MEMBERS -----.......... . ! I
;.alil~
~I
,
..
W10 X 12 BEAM
(,-
2 X 6 HEAD PlATE
,------
------ ,
:/
1------1
1/2 GYPSUM WALLBOARD
NOOK WALL FRAMING
11/2" SCALE
1/2" PLYWOOD OR OsB SHEATHING
CONNECT CORNER STUDS WITH 16d flAILS @24 0 C
8d Nf>JLS @ 6 0 C AT PANEL ENDS
A OUTSIDE CORNER
8d flA1LS@12 0 C AT INTERMEDltITE sUPPORllNG MEMBERS
1/2 PLYWOOD OR OsB SHEATHING
8d Nf>JLS @ 6'" 0 C AT PANEL ENDS
CORNER
CORNER
~
J;
1
~
I I
~ =----
~
I /'~=---i
~ ~ ..---): .----------1
- - ,
~
CONNECT CORNER STUDS WITH 16<1 flAILS @24' 0 C
B
CD
INSIDE CORNER
WALL CORNER FRAMING
3"SCALE
,
.
>:
Ow
15~
'" C>-
ow
I-~
~'"
- u.
:=fO
<<>
v
CD
I~-fli; ----
~ .
If"........
{
II
II
II
II
. W10X12 BEAM
(TYPICAL)
Ts 6 X 4 X 114 COLUMN
PL 114 X 6 CAP
TOP VIEW
SHEAR PL 1/4X3114X 6
(2) 1/2 0 M B sNUG TIGHT
(TYPICAL)
CUT OUT SIDE OF Ts
FORAB NUT ACCESS
\1 I
(TYF1CALAT" '\ f-. I
~EAND CAP)/ /1 ! b !
PARTltIL PEN ~
.-/'71
I
~ -I...J~
i I I ~ 114 V ((TYPICAL)
I I
I I 0
I I
I I ""
L' I )
I I' - -
1 1\ ~ <,,~)
I I ~ "
I I FULL PENETRATION
5180 (ssTB 16) A B
SQUARE PL WASHER 1/2 X 21/2
SHIP LOOSE
BAsE PL I/2X4X 6
11/4 HOLE AT CENTER
~~
,
SECTION VIEW
BASE
NOOK RIGID FRAME
11/2" SCALE
i 4 _
..itr----.-~\lI'
I sll;f~Rl6iP~~E'\ on
"",Zl,ilJ)YtbLS,1,W L
I'" S~~l2l11 <lIE
2A ~~...,
4',~ ..
, FOR STRUCTUAL ELEVATION OF
WALL LINE 2 SEE DETAIL M2
c
c
,
I
,
I
RUN GYPSUM WALcBOARD I
CONTINUOUS TO EXTERIOR I
WALL DO NOT BREAK AT - II~
INTERIOR WALL INTERSECTION ~ 1.----
r r]'UI"'.i
~
==:!.l
:=
t::= ~-I
I:..
r--
r
c
=-
--=
c
=-
c
I
I
I
'~10A .
\ -== (-=
./
_- ~ W 10 X 12 NOOK BEAM
o I 0 ~==== (SEE DETAIL 2/11 FOR CONNECTION)
_ :;I.IS:.
-- '\
TOP VIEW
TOP OF FLOOR JOISTS ~
I~
~
~
"
I
[~. Jfu
18 U
I
I
I
I
I
I
I
I
I
I
>:
@~
0:";
'" C>-
Ow
I-~
~'"
- u.
~o
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...J
'1-
I 0
.1
I 0
II-
I)
I
I'\.
PARTltIL PEN
v
SECTION VIEW
TS 6 X 4 X 114 COLUMN
PL1I4 X6 CAP
DRILL FOR (2) 1/2 0 M B
WELD BOLTS TO UNDERSIDE
OF CAP PlATE
W 10 X 19 FLOOR BEAM
/(TYF1CALAT
\. BASE AND CAP)
CUT OUT SIDE OF Ts
FOR AB NUT ACCESS
51B0 (ssTB 16) A B
SQUARE PL WASHER 1/2 X 21/2
SHIP LOOSE
BASEPL 1/2X4X6
1114 HOLE AT CENTER
"-
11"-
II
II
II
II
TOP VIEW
I
I
I
--~
?I
I
/
-~/
I
;.-0 114 V
I
I 0
~
~~
-,
o~
BASE
SECTION VIEW
. W12 X 19 BEAM
(TYF1CAL)
SHEAR PL 1I4X3114X 6
(2) 112 0 M B SNUG TIGHT
(TYPICAL)
~ KNIFE PL 1I4X3X5
DRILL FOR 1120 M B
TO CONNECT TO 4 X 4 POST IN WALL
STEEL BEAM I COLUMN CONNECTION
STEEL BEAM I BEAM CONNECTION
CD
11/2" SCALE
_ PRESCRII'fIVE INTERIOR BI1ACED PANELS - GYP BD
__ f'1ES:;RII'fIVE INTERIOR BI1ACED PANELS . PLYWOOD
122m3 24' MINIMUM BI1ACED CORNER PANELS
_ SPECA, ENGINEERED PANELS
NOTE
SKEATKE GAR"f<;jOUSE WALLS SAME
P& EXTERIOR 'IALLS PER PRESCRII'fP-lE
CONTINUOUS WALL SKEATKlNG METKOD
FOR STRUCTUAL ELEVATION OF
WALL LINE 10 SEE DETAIL 2112
v~
NOTE
UNLESS OTKERWISE SPECIFIED ALL EXTERIOR
WALLS SI1ALL BE CONTINUOUSLY SKEATKED
WITK 112' OSB OR PLYWOOD WITH Bd NAILS @
6' 0 C ALL PANEL EDGES 12" 0 CAT
INTERMEDATE SUPoORTS ALL EXTERIOR
CORNERS FI1AMED WITH THREE STUDS PER
VETAI..:, SAIlI AND SBm
LEVEL BRACED WALLS
MAl N
1/8" SCALE
~if;ti;~1W
MARK
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2A 1/2 PLYWOOD 1 OsB 8d @3 0 C
Ii:
"2B 1/2 PLYWOOD 1 OSB 8d@3 DC
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8d@12 OC
DOUBLE STUD
8d@12 OC
DOUBLE STUD
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Bd@12 OC
DOUBLE STUD
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lOB 1/2 PLYWOOD / OSB 8d@3 0 C
,.
Bd@12 OC
DDUBLE STUD
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4fJC 1/2 PLYWOOD / OSB Bd @3 0 C
t16B 1/2 PLYWOOD 1 OSB Bd@ 6' 0 C
8d@12'OC
DOUBLE STUD
8d@12'OC
DOUBLE STUD
-- - 1
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HOLDDOWN -
PHD6-sDS3
PHD6-sDS3
PHD2-SDS3
PHD2-SDS3
PHD2-SDS3
CsI6
ANCHOR~&it
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SsTB2B
1/12
4
sSTB28
1 (12
4
SsTBI6
5
2/11
ssTB16
2/11
5
ssTB16
5
2/11
ssTBI6
2/12
3
ssTB16
3
2/12
SsTB16
3
2/12
2
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_ PRESCRII'fP-lE INTERIOR BI1ACED PANELS - GYP BD
_ PRESCRII'fP-lE INTERIOR BI1ACED PANELS .. PLYWOOD
122m3 24' MINIMUM BI1ACED CORNER PANELS
_ S"ECAL ENGINEERED PANELS
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LEVEL BRACED WALLS
UPPER
1/8" SCALE
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/:1; Unless otherwise specified all extenor walls shall be contmuously sheothed With 1/2' OSB or pl)Wood w,th 8d no:ls@6 0' oil ponel
"--';dges 12' 0 c ot Intermedlote supports ,oJ1 extenor corners framed With three studs per Details N4 or B/4
,I: 2 Simpson CS16 galvanrzed COil strappmg,16-guage Install per manufacturers Instruction With (13) Bd no:ls each end (1705 ij)
"'..Fasten to exterIOr face of aligned studs above and below floor Clear span ot floor )o:st
f...
/.} Simpson PHD2-sDs3 Holddown Install per manufocturers InstructIOns With (10) Simpson sDS1I4x3 screws m double stud (3610ij)
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5180 A B (Simpson SSTB16) m comcrete foundotlOn
,
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t 4 Simpson PHD2-SDs6 Holddown Install per manufacturers InstructIOns With (18) Simpson sDsl/4x3 screws m double stud (5B60ij)
':7/80 A B (Simpson SsTB28) In camcrete foundatIOn
\. ..
S(Walls 3,4,5 are not shear walls Construct ngld frome per Detail 2/11 Anchor bo~ shown 15 for bose plote onchor per Deto:l 2/11
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REVISION
DATE
MAY 9,2005
EXPIRES 12I3V05
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TIMBERLINE
LOT 29
MOUNT AINGA TE
SPRINGFIELD
OREGON
INDEX
DETAILS
LATERAL PLANS
JOB NO
05-12
DRAWN BY
OLe
SHEET NO
II
OF 12
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SEE fRD-MING PLAN FOR HEADER
SIMPSON CS16 STRAP FULL WIDTH
OF WALL 8d NAILS @ 3 0 C CONT
4 X 6 SOLID BLOCKING AT
HEADER AND SILL HT 8d NAILS @3 0 C
ABOVE AND BELOW PANEL JOINT WHERE
SHEATHING JOINS ON BLOCKING
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DOUBLE 2 X. STUD FULL HT OF WALL
EACH EDGE OF PANEL
1/2 PLYWOOD OR OSB
BOTH FACES OF WALL
8d NAILS @ 3" 0 C ALL PANEL
EDGES 12' 0 C ELSEWHERE
ALTERNATE NAILS BElWEEN
DOUBLE STUDS
(2) SIMPSON PHD6-SDS3 HOLDDOWNS
WITH (18) SDS 1/4 X 3 SCREWS
AT AT PANEL DOUBLE STUDS
SIMPSON SSTB28 A B
CONC FOUNDATION WALL
HORIZ (1) M WITHIN 2 OF TOP
VERT (1) M WI6 HOOK
AT HOLDDOWN LOCATIONS
32" 0 C ELSEWHERE
CONC FOOTING
(2) M CONT OR 12 MIN LAP
(24' MIN LAP AT CORNER)
GD
KITCHEN SHEAR WALL (WALL LINE 2)
NOT TO SCALE
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2 X 6 FLAT BLOCKING BOTH FACES OF
WALL OR 6 X 6 SOUD BLOCKING AT
HEADER HT 8d NAILS @ 3 0 C
ABOVE AND BELOW PANEL JOINT
SEE FRAMING PLAN FOR HEADER
SIMPSON CSI6 STRAP FULL WIDTH
OF WALL 8d NAILS @ 3 0 C CONT
DOUBLE 2 X. STUD FULL HT OF WALL
EACH EDGE OF PANEL
DOUBLE ;RIMMERAT HEADER BEARING
1/2 PLYWOOD OR OSB
EXTERIOR FACE OF WALL
8d NAILS @ 3 0 C ALL PANEL
EDGES 12 0 C ELSEWHERE.
ALTERNATE NAILS BElWEEN
DOUBLE STUDS
(2) SIMPSON PHD5-SDS3 HOLDDOWNS
WITH (14) SDS 1/4 X 3 SCREWS
AT AT PANEL DOUBLE STUDS
SIMPSON SSTB24 A B
CONC FOUNDATION WALL
HORIZ (1) M WITHIN 2 OF TOP
VERT (1) M WI6 HOOK
AT HOLDDOWN LOCATIONS
32 0 C ELSEWHERE
CONC SLAB
THICKEN AT DOOR OPENING
CONC FOOTING
(2) M CONT OR 12 MIN LAP
(24 MIN LAP AT CORNER)
CD
GARAGE SHEAR WALL (WALL LINE 10)
NOT TO SCALE
REVISION
DATE
MAY 2, 2005
EXPI RES 12131/05
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Walter Custom Homes
CCB#160287
TIMBERLINE
LOT 29
MOUNTAINGATE
SPRINGFIELD
OREGON
INDEX
SHEAR WALLS
JOB NO
05-12
DRAWN BY
OLe
SHEET NO
12
OF 12
----
Hlll&DAlE ENGINEERING, llC
74 EAST 18TH AVENUE, SUITE #5
EUGENE, OREGON 97401
(541) 868-0667
FAX: (541) 868-0888
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