HomeMy WebLinkAboutBLD2006-00268 Garage part 2 - BLD Plot / Site Plans - 3/1/2005 BEAM DIRECTION (TYP.) >- r r
(3) 2x WITH 1/2" PLYWOOD
BETWEEN EACH MEMBER.
USE 1-166, 20d AT 32" O.C.
AT• ' STAGGERED WP AND ITH
rO2MAT
O POST
EACH END AND EACH SIDE Iiy
u — — — —
F-
X .:
LONG POST DIMEN51ON
I I
TYPICAL BUILT UP HEADER PARALLEL with BEAMEXTERIOR UJ,4LL ABOVE (TYPICAL)
v P05T zf
xLd
FACE NAIL DOUBLE TOP INTERIOR PARTITION
PLATES WITH #1-13, 16d
AT 16" O.G. FACE NAIL �
WITH (2) 16d AT LAPS II1 Q to
AND INTERSECTIONS
I -- GLULAM POST } >
BUILT UP HEADER USING
(3) 2x WITH 1/2 PLYWOOD
! BETWEEN EACH MEMBER. ~ \
' USE '966, 20d AT 32" D.G.
i AT TOP AND BOTTOM
I STAGGERED WITH (2) AT
� � 9
i EACH END AND EACH SIDE
! - R Z I BEVEL EXTERIOR WALL SIDING ++180-109, 51MPSON MS NOTE p0 NOT DRILL HOLES THROUGH POSTS FO
TA-30 STRAP O O i
AT 4'-0" O.C_, CORNERS, POSTS TO ANY REASON (I.E. WIRING, PLUMBINCz, ETC_) Q w
I with �169-A, 10d GALV. SIDING FLOOR, BEAM TO POSTS AND AT
NAILS at EACH STUD L Q Q
DOUBLE TOP PLATES WHERE BROKEN 00
m
BY POSTS OR BEAMS
w145-A, TYVEK +- I -t�O -�ll
END NAIL TOP PLATE To * - ORIENTATION I T I m z cn
Q I
STUD WTH (2) 1113, 16d
SCALE I I 0 DA6WA500 - 01 (n W a:GALVANIZED SINKERS =W�
` • UF-0
TYVEK 7 O Q a
RAFTER TO RAFTER m=U)a- >
- SHEATHING " 50-6, 51MP50N L5TA15
WI-2 W O
= I- > Lr
PLAN PER
1 I--O p a.
Z z 0
IL
BEVEL SIDING
W o
/// �ozIX
W O
1/gll A W z
I _
in
BEVEL SIDING Awl80-10'21, SIMPSON NSTA30 STRAP JOB RIPPED TRIM
AT 4'-0" O.C_, CORNERS, AND POSTS V�
TO FLOORS I LINER PER PLAN
I
I
• 1" OVERLAP 1=0R 1x8 BEVEL INTERIOR LINER I •
LI/�•" OVERLAP FOR 11/16" BEVEL _
"409, I/4"xl.I/2" 5TUp TO SOLE PLATE with PER PLAN I o
(2) "-113, 16d GALVANIZED 2x BLOCKING REQUIRED
WALL TO ROOF
STARTER STRIP SINKERS, ENp NAILED or with I AT ALL EDGES "I80-5, SIMPSON H2.5
SEE CROSS SECTION Foe SNEATNINC� TYPE_ (4) '"164, Sd GALVANIZED —EXTERIOR WALL �,,.
..,
I j USE 8d GALV. BOX at 6" o_c. ALONG EDGES and FAGS NAIL DOUBLE STUDS BOX, TOE NAILED /�` PER PLAN I � EXTERIOR WALL PER PLAN £' � •
12" o_c_ ALONG INTERMEDIATE SUPPORTS WITH -113, i6d AT 24" O_C. FACE NAIL SOLE PLATE TO
I
I FLOOR JOIST OR FLOCKING
r WALL
with rll *113, 16d GALVANIZED ��� _� �— PERIMETER BEAM A58EM5LY OR
ISOMETRIC O TPERIMETER W,� I I CONSTRUCTION
I " SEE EXT. UJAI_.L I SHEATHING PER PLAN V DOUBLE TOP PLATE i.
LL NSTRUCTION SINKERS at I6 o.c. TRIM SCHEDULE I --
OUTSIDE INSIDE j
I SCALE 1/2"=1'-0" D,.y
,U< . 00 - 01 EXTERIOR SIDING PER PLAN
1=LooR To FLOOR R
'180-109, SIMP60N M6TA30
- SHEATHINf= PER PLAN j
' CORNER DETAIL �
C�-IO I ZON i AL. " P
I1DING) PLYWOOD S L IC
nf
SCALE LI/2" = I'-0" DASWA600 - 01 SCALE 1.1/2" = I'-0" pASWAIIO - 01 RIM J015T PER PLAN a o Lu z
T
W Q En O N VJ
� w U ~ a.N m c -o
vWi � zzz
2x NAILER at o � z � � �
GABLE END ¢ Jv � J
BE
,p o NN
E EXT. WALL TRIM SCHEDULE NO
_OSfDfNC TYPE TRIM PART uFw ow»618, 4/12 WEDGE W N
I.
uj
PER BEAM ASSEMBLY OR z ,� z O m -0 0
zoo — wuj c m
DOUBLE TOP PLATE o W o
EXTERIOR SIDING and o N I ti E =
W O O X O Z f- »- C w O
#462 CI x C VERT, TC ) RE GUT SIDING SHEATHING PER PLAN v, z c� a _ x
4425 N X 8 BEVEL) #460- C EXTERIOR WALL
w
/ STUDS PER PLAN_
N W
WALL TO FOUNDATION Mn W
i #430 <11/1G x 8 BEVEL) #4�o8-C `qa0-109, SIMPSON M5TA30 w
WRAP UNDER SILL Ld= Z
N - m t9 u I
I #452 N x 8 NORIZ. T$C-3) RE-CUT SIDING = �, >_ z 1
SHEATHING PER PLAN Z x 3 w 0 n
F-
! #421 CNARDIPLANK ¢
#450 O THESE PLANS MUST BE
(ROUND LOCO #413-CPgg
B� RIM JOIST PER PLANj #1&0-3, SIMPSON A34
FlOR INSPEC
2x TREATED NAILER PER PLAN TION CLIP, 4'
I D CONNECTION OF NAILER TO
CONCRETE WALL BY OTHERS.
1 I ON HOUSES WITH PRE-STANED SIDING MUS-II��j�� z CAULKING PER PLAN
m�� N Z
THE PART DESIGNATION WILL CHANGE WASIIUAI ����'� I I 0
D bls1� '�oo S ,
FROM IICII To IIMII •
FOUNDATION WALL BY OTHERS ° 2x TREATED SILL .'
PLATE PER PLAN +
II with FOAM SEALER Q
A(C cn rr [1 �
ES�FO� I1, .
i'ONMR TQRERFORMi T �RK O
STEM WALL PER PLAN
Y = ca
b m 4
p 1 W z
! - CONCRETE t0 WOOD � � � � W .
� o o
X�'. lU,4LL �"fi�li"I SCE-I OI.�I_ UJ�4�L. at COi�N R O Q W O W
x- M o 0 cn o � � +
}
SCALE I.I/2" = I'-0" DASWA100 - 01 C SCALE I.I/2" = I'-0" DASWA900 - ml
CON7INLIOUS LOAD PA�"� `, ;
SCALE LI/2" = 1'-0" DASWA�00 01 ,
ORDER NUMBER PAGE
,. KS '40154 15
I �
GENERAL NOTES
m
L THE USE OF SHIMS AROUND WINDOWS IS COMMON PRACTICE, 4. IT 15 VERY IMPORTANT THAT THE PROW WALL BE
HOWEVER, THESE SHIMS ARE NOT SHOWN ON THE DETAILS_ CONSTRUCTED ACCURATELY, ACCORDING+ TO PLANS, TO /
SIZES E PLACEMENT MAY VARY. TOLERANCES HAVE BEEN INSURE PROPER FIT OF WINDOWS.
DESIGNED INTO THE BUILDING5 FOR THEIR USE-
r
5. CLEAR CEDAR TRIM ("411-G, Ix4 B "412-C, lx6), IF PROVIDED,
' 2. ALL JOINTS SUBJECT TO AIR OR WATER INFILTRATION IS SUPPLIED IN ONE FOOT INCREMFNTS_ CHECK PARTS
MUST BE ADEQUATELY CAULKED, SUCH AS AROUND WINDOWS, LIST FOR LENGTHS AND QUANTITIES. PLEASE VERIFY /
DOORS AND BEAMS PROTRUDING THRU EXT. WALL. LOCATIONS FOR ALL PIECES OF CLEAR CEDAR TRIM
BEFORE INSTALLATION. I
3. ALL CONNECTORS, NUTS, BOLTS E WASHERS ARE AS
(n i.
6. SOME MATERIALS CALLED OUT IN THESE r Z I
PER PLANS- i $'_4„ 0
DETAILS MAY NOT BE PROVIDED BY L_C-H. / I
j REFER TO DESIGN SPECIFICATION
SHEET FOR ACTUAL MATERIALS PROVIDED. w
EXTERIOR Till"I SCHEDULE
y z
IlAbxe BEVEL or
BIDING TYPE I x 6 VERT. TtG I x 8 BEVEL HAWIPLANK or I x 8 HORIZ.TtG I x 8 HALF LOG I �
i CEDAR SWIWSLEB W j
PROW PEAK RECUT SIDING (2) 0461, 1.3/8"x5.1/2" (2) 0469, I"x5.1/2" RECUT SIDING (2) *415, 1.1/2"x5.1/2" 1�1
i
5'-0 1/8 , I 4'-8 3/8 "
i z PROW C Q 1} }
' I ! 6 ORNER RECUT SIDING (2) "460, 1.3/8"x3.1/2" (2) "468, 1"x3.1/2" RECUT SIDG IN (2) *413, I.1/2"x3.1/2„ RF.D. R.F.O. RF.O, z
o
O 1 WINDOW or DOOR
! U NONE *460, 1.3/8 x3.1/2 *468, I x3.1/2 I I I I W
NEXT TO POST NONE 413, 1.1/2 x3.1/2 o
0
,
j I j 2 WINDOWS or DOOR NONE (1) *460, 13/6"x3.1/2" (1) *466, I"x3.1/2" NONE (1) "413, 1-1/2"x3.1/2"
p i u " u u
1 Q NEXT TO POST (1) 461, 1.3/8'x5.1/2 "(1) 469, I x5.1/2u *(1) 415, 1.1/2 x5.1/2 I I I I I I Z
f I
O
WINDOWIDOOR HEAD
�
NONE *460, 1.3/S"x3.1/2" *468, Vx3.1/2" NONE *413, 1.1/2"x3_I/2" I I Q Z W W
AND &PRI`ADER6 I I I � w H' E' ,
I I I I I I oom o 0
j j R TRIM MATERIAL WILL HAVE EITHER A "C" DE5IGNATION AFTER THE PART NUMBER FOR UNFINISHED CEDAR OR I I I I I I w Z Q
AN "M" DESIGNATION FOR PRESTAINED. I m- _
`' ' DLIPR999-01 I I I I I N w
) wo
o� EL0 0
Q w
. SHEATHING PER PLAN I I I I I I m n Ct >
w 0•
, I Q W
BLOCKING ABOVE PROW I I I I I ¢ >O : IL
-WALL PER PLAN / I +r18m-71m I I I I o Z a� a
*4I2, 2x4 NAILER I STRAP TIC I I I I I z.o o w
LINER PER FLAN
� "4n, 2x2 NAILER I I I I I z° w w o
I in
1 DST A = I I I I >_ 0 w W
P PER PLAN *636-C, CEDAR TRIM
I I m U p U j
*412-C, 1xro CEDAR TRIM, "611, WEDGE 0 I "180-35 CLIP
TOP and BOTTOM li
LINER PER PLAN WINDOW PER PLAN !�
411-C, Ix4 CEDAR TRIM, RECUT - II
(2) *411-C, Ix4 CEDAR TRIM " �9 u�
2xG STUDS FOR TOP and BOTTOM cv
! "618, (2) 4/12 WEDGES 0412-C, Ix6 CEDAR-TRIM
*699, 3/8" PLYWOOD FILLER I I O
FILL ALL VOIDS w/ INSULATION 0322, 3.1/8" x 3.1/2" SPACER I I I I
TRIM DOWN SPACER TO 3" NET
SFIE TRIM SCHEDULE O I ( I t
"195-1/16, FLASHING "180-110 "180-110 80-110 '� BOTTOM OF
STRAP TIP I STRAP TIE I STRAP TIE �- i'
WINDOW UNIT PER PLAN
WINDOW PER PLAN I I RAFTER j
"413-C, Ix8 CEDAR TRIM I (3) "416, B.U_ BEAM i
"618, WEDGES THREE PLACES illfwv-
I i
a II 1
"632-G, CASING �
SHEATHING PER PLAN ---SEE TRIM SCHEDULE O li
SEE TRIM SCHEDULEISm-
SIP!NG and SHEATHING
EXTERIOR SIDING, r r.; :'I ^N F EXTERIOR WALL PER PLAN " I "180-35 ANGL)= I I "18m-35 CLIP i I STRAP
PER PLAN � � •� I TIE --- ' .
i6 IL
° ct
I I I I I o f 1
SEE TRIM SCHEDULE
_
! -}- /� SIDING and SHEATHING
FROI,1.J �-RON I FACE PER PLAN i � � I I I I I I `u- -4
PROUD CORNER DET,AI1_ ONE �ii��!U��IJJ � I I I I I I � I�1
C fiOUJ 1U�4�� SECTION o�l
SCALE LI/2" = I'-0" DLSPR501 - 01 SCALE 11/2" = i'-0" DLSPR502 - 01 Il Q
DLSPR420 - 01 in I I 0 -� � oao
(L d a o �
�= W
_ N p
W w Z p
zDw � o 0
i I I I I I I o JUOZ �
U
N N v E
> 30 � = WOJ p
� oz � w
Q - _j 0'_n U
W
DOOR PER PLAN I I I I I I 2 0 V) o 0 0 o -
z w v�. a
"180-2 STRAP
Z � o � � � NEE = Na)
E v
"411-C, Ix4 CEDAR TRIM w z w m o L y o p E
j (2) *411-C, Ix4 CEDAR TRIM
w o o � � z r - o
-- POST PER PLAN POST PER PLAN "180-109 STRAP
POST PER PLAN
w
N W
i "4ll-C, Ix4 CEDAR TRIM, C2) *4ll-G, Ix4 CEDAR TRIM � m
(2) *411-C, Ix4 CEDAR TRIM ON SIDES
j "412-G, Ix6 CEDAR TRIM, *180-109 STRAP *180-109 STRAP °II �i
j "412-C, Ix6 CEDAR TRIM, *412-C, Ix6 CEDAR TRIM, TOP and BOTTOM w Z
},
I. TOP and BOTTOM TOP and BOTTOM m - m N
Z `t1 Z tt
*699, 3/8" fi'LYWOOD FILLER 5'-8" 5'-6 15/16 5`-1 1/16 " z x W 0
"699, 3/8" PLYWOOD . -
FILLER EACH SIDE
Q .
0 . C 0
THESE PLANS MUST BE
' ! WINDOW PER PLAN WINDOW UNIT PER PLAN THESRyR�Al�l
MIJIT gE
WINDOW UNIT PER PLAN °699, 3/8" PLYWOOD *618, WEDGES THREE PLACES FoN.THE�lOB-SITE
FOR INSPECTION
*618, WEDGES THREE PLACES
FILLER EACH SIDE z
*618, 4/12 WEDGE EACH SIDE Z
SEE TRIM SCHEDULE
SEE TRIM SCHEDULE SEE TRIM SCHEDULE 6 MODULE SUMMIT PROW
MUST �,E AT Q
v st I' � E w
SCALE I/2" = I'-0" D51PR002 - 01 L'� �f � = I
"619, 4/12 RIDGEMOLD SHIM AS NECESSARY FOR R.F.O.
Q Z
FRAMED 1ELI=YATION FOR DETAIL REFERENCE ONLY �; A N c'r - Ir Q
N
SUBMIT CHANGES ''4 Z W F- 73
N
i.PRIOR T R APPROVAL 3 0
p.PERFOR►V11[� _kVpR{� 0 "` m (L Ul 4 J
c p"doR iif r Z
i=l�OUJ FRONT i=,4C Pfi�OIU �01�1t �,4C r' f, ,;:�II,,� 1n_,=;f W Q W o 0
o U) Q w 0 �-
TUJO UJINDOUJS 11J
Pi�OUJ i��,4K, TU,IO UJINDOl�JS ON�nl
JINDOUJ ON �DO Y _ . m o : oSCALE LI/2" _ _ ® OR
DL8PR5m3 01 SCALE LI/2" = I'-m° r . ORDER NUMBER PAGE j'
I' DLSPR504 - 01 SCAL /2" = I'-0° DLSPR506 - 01 1 I
' KS' 40154: 16
I
I
I
I � I
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I0'-9 9/16 " 101-9 9/16 " lu p p
lo
� 11 11
, I
.l
32'-m"
LLJ
9 w
I' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2
— / 88 DE \ / 88 DE
- - - - - - - - - -- - - -- - - - - - - - - - - - - - - - I -1
- I -IIIII-I I I I a D 0
% L ii ! I I I I - -
Qw
a
ulred _ - — �IHI — — _ foundation
0 w Q
n anion Is req _ A coat'ju qs fo ndation Is required I -i o m O O
A contln ous f perimeter of IIIII erimeter of J
the Ie i0 e p \ arP n theme ru p. I h w w a
aroun thf tr dture Ith� trUcture I I
= IIIII mz Q
w
IIIII \ _ I I I .0 <> I I
°_�,� >
I- o 0
oea I IIIII I I I I LCT-T I = I=-Q > o'
\St`et°� I I -Illl I— I I I O IL
- - d `e - -I I - -I I I I - -I I - -I ' I I I � pz
��
_ ,
Q.
L � oo °d w
p c tov I ROUGH-IN FOR P��p�-�sps�3 lI�IlI#IiI I II II = DI
\ � I Z�
U
w O
FUTURE BAT� w 1--,
9 (row w �/� m Q of o ,.,
:
0 1.
- -lilt I I I I I I -
'
SPACE I I I I I � 32
I4
IIIII I I I I 3i In
°" d
� iu
CS
3 _ - IC, �
- - - - - - I
- -
I
I- - — — — — — — J I L — - - - - - —
I � IT--0 I/2 � I I - BY OT
I I I' S■-i
It
- - - - - - - - -I I \ P1k2-�hs3
is required
o, ration I I I I
�,,,D erimeter of
errre
c°n+; P I
aruandtRi a tiucture I I I�
UN1=11°!I' 111_P 113ASEMIENT
OPEN TO
W l�• i I I 40 . 41. 42. 4 3. 4 +1 BLOW
_ I i3 Iq• _ II- _ - / I I 4S,1(0 - `�7.
T
I I J I -0,
r--�
A continuo
eqf of d I I _a d th un tlon Is required
I I perimeter of S$ . S(a 5 -sE) -S 9
\ t;nu Tire P i ,th�tr ture
�n nd t"+e e" uctute
ar°{!, (pp„ 9� , I I Of
`\
Ln
m
FRAMED FRONT BY OTHERS (NLC.)WALL
SbE ��� rw a o o
> o � x w
W J H W C.7
I
w �•c ��� �
O
0z 0O' ao
0
5I-4 Z0S
F 'tO �— � � ° o -
10
j 5'-4" lm'-8" 10'-8" 5 411 Z d o vwi a y
(O U vi
w zwmo t ,y o o � E
16'-�" 16'-m° Vag
es GL vwi i ov a Ln ¢ x°
st
A continuous foundation Is required 1ude -
around the entire perimeter of puns i-, dp`u entS.-d galas
the structure �_' gifieertng roved w � I
ain attached t`o app N w
UV I II6 D 5f 5M V T UNF..BASEMENT I014 SQ. FT- SECO ID FLOOR
L OO �� FLAN LOFT FLOOR 4m� 50FT. ke�t� a_, •t'i' w Z_ � �
Z
SCALE I/4"=I'-0" SCALE 1/4"=1'-0" V) M u
I. SEE FIRST F!_OOR FRAMING PLAN FOR FIRST FLOOR BEAM and 1. SEE ROOF FRAMING PLAN FOR SECOND FLOOR GIRDER and HANGER SIZES. P §1WAITLBE O
HANGER SIZES. 11�M-3 �4���1-J% 1 � Z ,n ?
2. L.C.H. IS NOT RESPONSIBLE FOR ANY DESIGN and/or MATERIALS i = 7v � t;E x w
n71 _ �n
2. L.G.H. IS NOT RESPONSIBLE FOR ANY DESIGN and/or MATERIALS CALLED OUT AS N_I_C. (NOT IN CONTRACT) or BY OTHERS. R I�y'It,ftll�N X Q Q C 0 I
CALI_Ep OUT AS N.I.C. (NOT IN CONTRACT) or BY OTHERS. F i_ p " 0 `n
3_ ALL ELECTRICAL WIRING and FIXTURES, PLUMBING FIXTURES, APPLIANCES,
�
3_ ALL ELECTRICAL WIRING and FIXTURES, PLUMB and CABINETS ARE N_I.C. and ARE SHOWN FOR REFERENCE ONLY.
PLUMBING FIXTURES, APPLIANCES, � � Jr
and CABINETS ARE N.I.C. and ARE SHOWN FOR REFERENCE ONLY. VMINGES4_ ALL INTERIOR PARTITIONS ARE 2x4 24IO.C., UNLESS OTHERWISE NOTED.
4. ALL INTERIOR PARTITIONS ARE 2x4 0 24" O.G., UNLESS OTHERWISE NOTED. Es F QPp�p�/�
5. REFER TO DOOR and WINDOW INSTALLATION PAGES FOR DETAILS. I
j 5. REFER TO DOOR and WINDOW INSTALLATION PAGES FOR DETAILS.
Ph 6 6 06FOf7' fSG��614k
6. INTERIOR WALL LINER IS 1/2" GYPSUM WALLBOARD (N.I.C.), TYPICAL.
M.I.C.) IS USED BEHIND PLUMBING FIXTURES FROM
t ;
6. INTERIOR WALL LINER 15 USED
GYPSUM WALLBOARD ITURE TYPICAL, GREENBOARD FLOOR LEVEL TO 4' ABOVE FLOOR LEVEL and THROUGHOUT TUB
GREENBOARD (N_I_C.) IS USED E3ENINp PLUMBING FIXTURES FROM �
Z j..
FLOOR LEVEL TO 4' ABOVE FLOOR LEVEL and THROUGHOUT TUB and SHOWER ENCLOSURES. . O
`n
and SHOWER ENCLOSURES.
1
p
. INTERIOR ROOF LINER IS 0402-P6, Ix6 PINE LINER, �•,� � ,,t t
1. CEILING LINER BELOW MAIN FLOOR JOISTS IS 5/8" GYPSUM UNLESS NOTED OTHERWISE.
WALLBOARD CN.LCJ, UNLESS NOTED OTHERWISE. a. DO NOT DRILL HOLES THROUGH POSTS or.BEAMS. i z
8. DO NOT DRILL HOLES THROUGH POSTS or BEAMS. 9. CLOSET SHELVING and RODS ARE BY OTHERS. w O -1 N
9, CLOSET SHELVING and RODS ARE BY OTHERS. Z ILI F- m
10. WHEN PLANS ARE ON 11" x 11" SHEETS, REDUCE SCALE BY HALF m 4
�.
10• WHEN PLANS ARE ON 11" x 11" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS_ ri,',,', �". W d W W
J�^
FOR PROPER DIMENSIONS. 4 F- p
; I
O . V U1 4 W ((Y O
II. At CONTRACTORS DISCRETION, RAISE WINDOWS TO AL LOW CLEARANCE FOR
x- m o t7 En . :2 E I I
titL ..r I'
I - PRE-FORMED COUNTER/BAGKSPLASN ASSEMBLY. -_
Q�z-�d
ORDER, NUMBER PAGE
KS 40154 2 .
I i
1
i I
' I
I
�.v 777`�=7ZC-,J ♦ ._,.. ..:�.. _ -.1.. .w ...* .____ ...... ._.�-..,._.. a.-:.-_.- _ .. .+es..P^'a.. - - .�&. 'A^.. .._r..._, •R--SAW.-...:1T. -
--w..: --_...i .-.�........u.....�-�-nra��-Lea._ -- ,-...,._�-..s-_:.-.e� �-.. ��.....--. ..-_. ,. .. .,� �a.rw.:.,: ,iY�ietr'�s—_—. __ �`' C�"1• 'c-'
I }- L r 7.71 +
NEW-
m �n '
.3at2c`t�sM � ':-3�� .....y�����'�°•�.._.._._. y"'i� ...t `'`�'' ,�,h k1�by 4„i N�, t
I _
SHE AR1iVALL SCWEDU - ,
LE Revised Nov. 2004
' ARK SHEATHING FASTENER SPACING BOTTOM PLATE FRAMING ALLOW-
ALL EDGES W NOTES '
@ NAILING OR ANCHOR ANCHORS ABLE 1
" BOLTS NOTES: 7&8 SHEAR
7/16"MIN APA RATED .131"x2'/,"min @ 6"oc .167"x3%"min@ 8"oc A35 @ TA"oc
z1? 1A SHEATHING OR or OR OR 130 PLF 2, 5
APA RATED SIDING 303 14 GA. 6"oc '/"AB " " ' ; cn
5-6 oc HTC4 2-4 oc
7/16"MIN APA RATED A31°x2Y4"mIn @ 6"oc .167°x3%"min @ 6"oc or A35 @ 18"oc 4 o
1 SHEATHING OR or +/"AB @ Y-2"oc or OR 230 PLF
APA RATED SIDING 303 14 GA. 6"oc 5/8"AB 4'-6"oc HTC4 18"oc 2, 5 >
7/16"MIN APA RATED .131'x2+/."min @ 4"oc .167"x3%"min@ 4"oc or A35 @ 12"oc W
2 SHEATHING OR _
r or %'AB @ 2'-0"oc or , � OR 350 PLF-APA RATED SIDING 303 14 GA. 4"oc 5/8"AB 3'-0"oc HTC4 12'oc 2
7/16"MIN APA RATED .131"x2:"min @ 3"oc '/."X5" LAG
3 SHEATHING OR, SCREW . A35 @ 10 oc , Q
c j
or ' 7 oc or ,
APA RATED SIDING 303. 14 GA. 3"oc @ OR. 451 PLF 24 9 10 IL
@ : %"AB @ 1'-6"oc or HTC4 ' ' '
@ 10"oc +-
5/8"AB 2'-4"oc
' tis
148"x2/z min@ 3 oc /, X5 LAG SCREW A35 @ 8"oc
32 -m 7/16"MIN APA RATED + ° , " "
a 4 SHEATHING OR iu w
orIL @ 6"oc or t OR 545 PLF 2,4, 9,10 t.
-4 I/2 " '-4 V2 " APA RATED SIDING 303 14 GA. @ 2%'oc' %"AB @ 1'-4"oc or HTC4 @ 8-or, 4 >
I 12'-9" 14'-6"
j
rs u
1/2 GWB 5d COOLER OR GWB .167°x3%°mIn@ 6"oc or A35 @
' @ 4 oc or#6 x 1
5 4 5 -4 -� 5 4 5 4 5 4 5 BOTH SIDES ' " Y2 AB @ T-0"oc or OR 125 PLF 3
y SCREWS 6"oc 5/8"AB 4'-2"oc HTC4 18"oc
— �'— — — i&71 — .: 1/2"GWB 5d COOLER OR GWB ,167 x3/ mIn@ 8 oc A35 @ 2-4 ocI \ DE \17 �I. 6 et : ON'INSIDE FACE ONLY + 0 C C �n r
% @4 ocor#6x1 / or 3
' OR 62 PLF
SCREWS 6"oc %"AB 5'-6"oc HTC4 2'-4"oc
'7116"MIN:AP.,.A RATES 131°x2'•° + "Z I I q Z I s � / min@ 3 oe /, x5" LAG SCREW A35 @ 6"oc. r' z
��S 7 S} EA�I HING AOTN SIDES or @ 3"oc or• - OR 902 PLF 2 8 10 o
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> _ IST�NERS SHAh'L;MEET THE FOLLOWING CRITERIA: 0.131 DIA X 2 + MI + ° , W Z
_ , /, N, 0A48 DIA X 2 / MIN 16D -
\ / I 111 ;-COMMON 0.167 DIA X 3 N MIN 6D COOLER R 0.080' DIA X 1N6/8'MINI 6D OWE "ROW DIA K 1 Y" MINI 16 QA � l)I.� I
m 0 l to I ISEDROOM 3 I I-INEN I I I IBED OOC'� 2 I �f ,
\ ��BrAPI.G■0,072 DIA X 114 MIN, 14 GA®TAnI L� O,UC10 DIA X u MIN .�. ll1
I I I I �u 20 -ALL*APA BATED SHEATHING AND SIDING PANEL EDGE I-
3 (� S SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER U Q>
FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR ' �-a-O O
3 VERTICALLY.' SPACE NAILS AT 12 OC OR STAPLES AT 10'OC ALONG INTERMEDIATE FRAMING MEMBERS. `",r," W
3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACK
1> - I I j 03 0 3 I I I I / c3 m w
BACKED WITH 2 INCH NOMINAL OR WIDER ': w F z OW O
01 FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS,TOP AND BOTTOM PLATES AND BLOCKING, Y. O >
a O11 12 -9 3'-3 I I Im a.
AT SHEARWALL TYPE 5 AND 8,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF . p�
/ E131-HB I I I I N THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM �... .. 0 - Z. Q
% \\// Tr M PLATES z O Q p
88gDE IS STILL REQUIRED. p
�, �'• AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL 8/S, '; Q z w o a w
o .I PROVIDE 7/16'MIN.APA RATED SHEATHING (PLYWOOD OR OSB) ORAPA RATED SIDING 303 OR INNER SEAL OSB O z w
F I I ��.r1-I 1� \ `Ir FRIG I o ;` RATED PANEL SIDING ON ALL EXT[;RIOR WALLS DESIGNATED - �
I� U
�. 6. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AS SHEARWALLS. i I *,`, _ Z c� w w O
(q� AND NAIL SPACING IS LESS THAN 6' ON CENTER ON Y w z> cn
EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL r O w W O
BE 3 NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. m U� o U
F 'jjf o w 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. SEE'DTL. B/S FOR
— � - �� � TRANSFER HARDWARE AT EX S
_ I I SE EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING IS PE HEAR
,� o E DTL.7/S FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. PERPENDICULAR TO WALL.
---- -aA-- x t ,ItGL;rN m
�I I_ — i �, 8. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES,REFER TO DTL.8/S. TIE SHEARWALL
TO ROOF
Ill \ I I I I ISLANID I I / TRUSS WITH HTC4 FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH
- / AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW.
31 '� lu Ufa _ �I I I I I I ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SIN `GLE
3X MEMBER @SHEARWALL TYPES 3,4,AND 7. FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE "�.�. .
SHEATHING.
10. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAN A SINGLE' l� — — — — -� — — — — — -�— — — — — MEMBER NGLE 3X
@ SHEARWALL TYPES 3,4,AND 7. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL
SEqEI PAGE "12" FOR I POST POST 2 TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW
\ \ STAIR DETAILS ABOVE ABOVF� 1 SHEARWALL. @ SHEARWALL TYPES 3,4,AND 7.
�-,
r•fj I I ! -' 1�:4�it5):YP fl,:S.?Ftv,i°19t;Nr i!7`1 /tiL;.Y'GI ly }f:'M.nf4.ih f�,4 }�: i Lk�tie S r - -
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Ih• ; ; � ! ` I I �. I NOTICE -
So ` 2 131-HB IS A GENERIC PART
NUMBER. CONTRACTOR
�jq n I TO VERIFY ALL INTERIOR
I �--- I DOOR TYPES AND SIZES
/g43 I I I PRIOR TO FRAMING.
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w 0 H w U y
\ \ I SCALE 1/4"=1'-m" o
\ c i I. SEE SECOND FLOOR FRAMING PLAN FOR SECOND FLOOR BEAM and o o z '- N 3 0 = o
HANGER SIZES_ z (0owwa -tj c 'E m N N
\ \ DECK AND RAIL i w i z Lj t H `o o E
A � 2. L.G,H. IS NOT RESPONSIBLE FOR ANY DESIGN and/or MATERIALS �w z o zQ - a y =
\ GALLED OUT A5 N.LG. (NOT IN CONTRACT) or BY OTHERS. _
\ \ MAIN FLOOR 164 6a. FT.
LOFT 40'I SQ. FT. 3. ALL ELECTRICAL WIRING and FIXTURES, PLUM131NG FIXTURES, APPLIANCES,
TOTAL IS61 6a. FT. and CABINETS ARE N.LG. and ARE SHOWN FOR REFERENCE ONLY. N W
\ \ ' BASEMENT 1014 SQZ FT 4. ALL INTERIOR PARTITIONS ARE 2x4 Q 24" O.G., UNLESS OTHERWISE NOTED. II-- m
DECK 324 50. W �
5. REFER TO DOOR and WINDOW INSTALLATION PAGES FOR DETAILS. _,_,ii.� Q�l }� z
yT11LA
W
5'-4" 5'-4" 5'-4" 5'-4" 5'-4" (6. INTERIOR WALL LINER IS 1/1" GYPSUM WALLBOARD (N.LG.), TYPICAL. Tr, ` :. m O u
bIV�TE "�: Z �n z
MUST MEETALL CURR NT GREENBOARD (N-LIC-) 15 USED BEHIND PLUMBING FIXTURES FROM I z x, Z w 0 3 n w,. I FLOOR LEVEL TO 4' ABOVE FLOOR LEVEL and THROUGHOUT TUB ���tp \. Q 4 Q 16'-O" 16'-��" WASHINGTON STATE CODES I and SHOWER ENCLOSURES. N ¢ m
1. INTERIOR ROOF LINER 15 "4m2-P6, Ix6 PINE LINER, TO RUN PERPENDICULAR O
TO ROOF BEAMS UNLESS NOTED OTHERWISE (2x FURRING N.I.C.).
0
. 8. CEILING LINER BELOW SECOND FLOOR JOISTS IS 4m2-P6, ix6 PINE LINER,
UNLESS NOTED OTHERWISE, ko'�' 1 = ,IiK
g. DO NOT DRILL HOLES THROUGH POSTS or BEAMS. Stet � '_ �f'OR APPROV/
S4BMIT•¢F1A_06
10, CLOSET SHELVING and RODS ARE BY OTHERS. PRIOR TO PERFORMING WORK
z
11. WHEN PLANS ARE ON 11" x 11" SHEETS, REDUCE SCA!_E BY HALF z
FOR PROPER DIMENSIONS. 0
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12. At CONTRACTORS DISCRETION, RAISE WINDOWS TO ALLOW CLEARANC W`'� q� F-
PRE-FORMED COUNTER/BACKS PLASH ASSEMBLY. �•''�. " U
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W oW Dz t •N °2. ALL POSTS TO BE .JOB GUT TO FIT.UNDER BEAMS. POSTS LABELED RECUT ARE
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N m
3. GLULAM BEAMS VARY IN SIZE, MEASURE BEAM DEPTH at POST P i
j LOCATION TO DETERMINE EXACT POST LENGTH BEFORE GUTTING POST. 3.1 3.1/8 x �,1/2 GLULAM
0312 /S" x 5.1/2" ENGINEERED WOOD ""''THESE PLA�I�
E� Z
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j 3. ALL INTERIOR WALL STUDS UNDER FIRST FLOOR ARE N.I.G. UNLESS ti};ON TH1� iTE _ �-
NOTED OTHERWISE. 2. ALL POSTS TO BE JOB CUT TO FIT UNDER BEAMS. POSTS LABELED RECUT ARE tn
JOB CUT FROM A POST with AN INDICATED LENGTH ALSO LABELED RECUT. i '.FOR=INSP'6���N � 6 Z z
4. EXTERIOR WALL 8" REINFORCED CONCRETE FOUNDATION UNLESS z x 3 w 0
NOTED OTHERWISE. 3. GLULAM BEAMS VARY IN 51ZE, MEASURE BEAM DEPTN at P05T = Q
LOCATION TO DETERMINE EXACT POST LENGTH BEFOR3= CUTTING POST. N Q Ix
5. WHEN PLANS ARE ON II" x Il" SHEETS, REDUCE SCALE BY HALF FOR 4. ALL EXTERIOR WALL STUDS at SECOND FLOOR ARE °414-0S, 2X& Q 16" O.C. UNLESS
PROPER DIMENSIONS- NOTED OTHERWISE.
I
5. WHEN PLANS ARE ON II" x 11" SHEETS, REDUCE SCALE BY HALF FOR
PROPER DIMENSIONS,
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PRIOR TO PERFORMING WORK
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M 3-1/8" x 4.1/2" GLULAM 30 ? = w p u n •� ? o
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2. ALL POSTS TO BE JOB CUT TO FIT UNDER BEAMS. POSTS LABELED RECUT ARE ' ' z ' ' °' o. r N ° o l E
wooW � z f '- J- 0 o
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LOCATION TO DETERMINE EXACT POST LENGTH BEFORE CUTTING POST. N W
4. ALL INTERIOR WALL STUDS UNDER SECOND FLOOR ARE 0361, 2x4 9 24" O,C. UNLESS in
NOTED OTHERWISE. T E1 w Z
5. ALL EXTERIOR WALL STUDS at FIRST FLOOR ARE 0333-6, 2x6 9 16" D-G. UNLESS 71 t7r��s' r .t, N,
NOTED OTHERWISE. (� Z �n Z
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PART NUMBERS SHOWN BELOW RF_O. DIMENSIONS INDICATE `p 832 RIGHT
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h' 6 0
I � � VERTICAL. CRIPPI-E FRAI`11N:� (3ELOW WINDOWS. IN CASES W �
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1 r ? ,n HORIZONTAL FRAMINCa ABOVE AND BELOW WINDOWS AND < C C :t "!1 r9
VERTICAL CRIPPLE FRAMING BELOW WINDOWS. IN CASES MONACO
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E71
— — LENGTH FRAMING.
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HORIZONTAL FRAMING ABOVE AND BELOW WINDOWS AND —1
I
VERTICAL CRIPPLE FRAMING BELOW WINDOWS. IN CASES
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862 RIGHT 814 RIGHT - 616 RIGHT 818 RIGHT
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PART NUMBERS SHOWN BELOW R.F.O. DIMENSIONS INDICATE
HORIZONTAL FRAMING ABOVE /-ND BELOW WINDOWS AND i 5'-I1 112
VERTICAL CRIPPLE FRAMING BELOW WINDOWS. IN CASES I +
I WHERE THERE IS NO PART NUMBER DESIGNATED, USE RANDOM
LENGTH FRAMING.
C�45 DO PICTURE WINDOWS fi��4D 1U5 �ui1�.�i�OGJS
# # �/12 PROUJ UJINDOUJS # . 12/12 PROUJ UJINDOUJS o
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EXTERIOR SIDING � w _
j PER PLAN PER PLAN
a o
LNP YINYI. WINDOIU GENBERAL NOTfES o Z = v
SHIM AS REQUIRED ¢ � � oo � zcu � w
(L - SHEATHING _ 0 ) E F
FILL VOID w/ FOAM SHEATHING I. DIMENSIONS ARE ACTUAL OUTSIDE UNIT DIMENSIONS. w ,� x c o , a
v
PER PLAN PER PLAN SIDING TYPE TRIM FLASHING 2 ROUGH OPENING ALLOWS FOR 1/4" GAP AROUND ENTIRE WINDOW. wo z w " o u
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INSTALL TYVEK OVER INSTALL TYVFK OVER El o 0
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FRAME TO TOP OF WINDOW SURE THAT BOTTOM SHIM IS FULL LONG WIDTH OF WINDOW z E �? W a - 5 . a
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z w m o L m o o E
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I �� • "46sa ON TOP OF WINDOW. - -
/ i CAULKINCs CAULK l/B x 8 BEYEL 195-1/16 Z U w
1.3/S" x 3.1/2"
5. A PERIODIC APPLICATION OF A SILICON SPRAY IS REQUIRED FOR w
INSTALL WINDOW ALL MOVING PARTS and VINYL FOR WEATHER PROTECTION. ►`I W
SEE TRIM SCHEDULE " W
FLANGE OVER TYVEK 468 N
11/I6 x 8 pEvt=L 195-1/16
I" x 3.1/2" 6. 855/856, 865/866 WINDOWS MAY BE USED FOR EGRESS WINDOWS: I—
X i DO NOT SHIM DO NOT SHIM F-03/13 THESE WINDOWS ARE SUPPLIED with EGRESS HARDWARE. W z .
ADHERE FLASHING ABOVE WINDOW — = }
cD ABOVE WINDOW UNIT DIM. "468 1. REFER TO INDEX PAGE FOR SPECIFICATIONS OF FRAME AND In - m N TAPE OVER TYVEK FILL VOID WITH FILL VOID WITH HARDIPLANK 195-1/16 b O
i ADHERE FLASHING TAPE I x 3.1/2 GLAZING TYPES. Z ,� Z
O FOAM / FOAM ADHERE FLASHING TAPE=
OVER METAL FLASNINCs OVER METAL FLASHING z x 3 W
z FRAMINCs I SFALINC4 To SHEATHING 8. ALL WINDOWS AS VIEWED FROM EXTERIOR- c3 `= Q
�� -- SEE TRIM SCHEDULE, IF SEALING TO SHEATHING
3 FRAMING Q C 0
i TRIM IS NOT PROVIDED, FRAMING �� 413 N
RUN SIDING UP TO JAMB X ,�I / \ / \ 1 x 8 HALF LOG I.1/2" x 3.1/2" 195 9. WINDOWS LABELED "EGRESS" MEET I.C.B.O. EGRESS REQUIREMENTS. 0 0 0
(D AND CAULK JOINT. L TOP
FLANGE OF O NOT (WINDOW DO NOT NAIL TOP �+--- 10. STANDARD WINDOW R.F.O. HEIGHT IS 6'-10]/2"
FLANGE OF WINDOW 633
III CAULKING: FLASHING 4 x B SOLID LOG
SEE SCHEDULE FLASHING P
i'I,—I :THE- E-
O v SEE SCHEDULE 001DE I q l
853/853 COMBO
p SHEATHING 1 x B HORIZ T#G NONE 195-1/16 Gpl ON41412109' ITE .
0 PER PLAN 7 Ei FOR INSPECTION Z j
«. Iu � I
lu MUST MEET ALL CUR E z
-1 - TRIM MATERIAL WILL HAVE EITHER'A "C" DESIGNATION AFTER THE MATERIALS PROVIDED with WINDOW
�_ 1 CAULK 0 U CAULK PART NUMBER FOR UNFINISHED CEDAR OR AN "M" DESIGNATION NIAUS.TIM LE 'WA
EXTERIOR SIDING u J
PER PLAN [�'L I FOR PRESTAINED. THE FOLLOWING MATERIALS COME STANDARD WASHINGTON STATE C D z
= jr fL with THE J_INDAL HOUSE PACKAGE +O
WINDOW C I fF Q z
TYVEK PER PLAN I— WINDOW 5
X = D. FRAME D "154-A, FOAM 6FALFR
FRAME � W :�I O �
� =I
« "154-11, CAULKING ° ��� ;y„ L' Z Ln N
SU,�,mjT, CHANGE�SSI=O QP�R.O aL e m q
r WINDOW FLASHING BRIAR TO PERFORM NG WO J
(� W -'z W z
EXTERIOR
TRIM / �r4e', o � Q Ld ff o o
M�F
UJJAMG/51L� UJINDOIU -I ,D W/ �'i�11`�I UINOIIJ N1=,�p u�/o t I F _ : m o ►-
R CUSTOM uJINDouJs 1= 4 SCNDUL l�WP VINI' U11NDOt NOt�C = I'-m" DASW133m - ml SCALE I/4" = I'-0" DASW1331 - 01 SCALE I'-m" DASW1332 - ml # SCALE I/4" = I'-m" SCALE I/4" = I'-0" DASW135m - ml DASW1351 - 01,.. ORDER NUMBER . PAGE
K5 40154 19
I I
I
�- L L N
I 1. GENERAL NOTES
G. Roof and loft floor beams are DF/Westem Larch horizontal glue J.With careful planning,joints in the siding can be minimized, 0] N cD `� '� 1-7
N D�X WINDOW SCHEDULE D 0 0 R SCHEDULE laminated,combination symbol 24F-V4(Fb=2400). Beam schedule where Joints occur cut a 30 degree scarf joint.
L A: All construction shall conform to local codes and ordinances. per plan with standard dead load camber.
PAGE TITLE LINDAL UNIT SIZE GLASS ��
K.Whenever possible all cedar siding should be back coated,and
LINDAL SINGLE UNIT DOUBLE Ui 11T yp Q=3.1/8"x 9" QQ=5.1/8"x 9" QQQ=6.3/4"x 9" all end grain should be thoroughly coated with finish
TYPE MATERIAL MANUFACTURER MATERIAL B. Details and notes shown on this sheet are typical and shall j A PART# WIDTH HEIGHT AREA PART# MANUFACTURER
WIDTH HEIGHT WIDTH HEIGHT apply unless otherwise shown or noted. Details on construction R=3.1/8"x 10.1/2" RR=5.1/8"x 10.1/2" RRR=6.3/4"x 10.1/2"
r B SPECIFICATIONS 831 5'-0" 5'-01, 12/12 ASTRAL LEFT not fully shown shall be of the same nature as those shown for
W=3.1/8"x 12" WW=5.1/8"x 12" WWW=6.3/4"x 12" L.All windows must receive a thorough coat of finish before
701 STEEL 3'-1 5/8" 6'-10" 6'-2 9/16" 6A0" THERMA-TRU similar conditions. The contractor shall be responsible for
1 MAIN FLOOR PLAN P X=3.1/8"x 13.1/2" XX=5.1/8"x 13.1/2" XXX=6.3/4"x 13.1/2" Installation.
832 5'-0" 5'-0" 12/12 ASTRAL, RIGHT FIR 3A 1/2" 6'-10" 6'-2" U-10" SIMPSON verifying all dimensions,elevations,property lines and other Y=3.1/8"x 15" YY=5.1/8"x 1511 YYY=6.3/4"x 15".
2 LOFT 4 BASEMENT FLOOR PLANS ._
833 2'-6 3/16" 5'-3 7/8" 12/12 ASTRAL, LEFT related items on this job.
3 MAIN FLOOR OVERLAP DECK FRAMING PLAN 708 STEEL 2'-9 5/8" 6'-10" 5'6 9/16" 6'-10" Z=3.1/8"x 16.1/2" ZZ=5.1/8"x 16.1/2" ZZZ=6.3/4"x 16.1/2" M. Do not drill holes, notch or cut into beams or posts unless
THEF;iA-TRU detailed on plans.
_-
4 LOFT 4 BASEMENT FLOOR OVERLAPS 834 2'-6 3/16" 5'-3 7/8" 12/12 ASTRAL,RIGHT FIR 2'-9 1/2" 6'-10" E-6" 6'-10" SIMPSON C. It is the contractor's responsibility to comply with all H. Floor beams are KD#2&btr. SPF.Schedule per plan. (n
5 FIRST FLOOR FRAMING PLAN 835 2'-8 3/16" 4-11 5/8" 12112 PROW, LEFT pertinent sections,as they apply to this project, of the #419=2 x 10 #481 =2 x 12 5. NAILING
720 STEEL 2'-6 1/8" BW 1/2" - - ANDERSON "Construction Safety Orders"issued by the state in which �
6 SECOND FLOOR FRAMING PLAN 836 Z-6 3/16" 4'-11 5/8" 12/12 PROW RIGHT to j
STEEL Z-8 1/8" 6'-7 1/2" - - construction is taking place and all OSHA requirements. Lindal I. Exterior deck framing Is#2&btr.cedar for 2 x 8 larger Note:All nailing should follow chart below unless otherwise >
ANDERSON g 9 9
Cedar Homes does not accept any responsibility for the sizes are Browntone(pressure treated)#2&btr.hemfir. specified on plans. W
7 ROOF FRAMING PLAN 837 2'-3 3/16" 5'-3 29/32" PICTURE 11.08 sf STEEL 3'-0 1/8" U-7 1/2" -g ELEVATIONS -
ANDERSON contractor's failure to comply with these requirements.
838 4'-11 15/16" 4'-8 13/16" 12/12 PROW RIGHT J. Exterior deck floor Is TK cedar 2 x 4 2 x 6 Is optional) CONNECTION NAILING 1
FIR Z-7 1/2" 6-8 3/4" SIMPSON ,( P ) ( )
g CROSS SECTION C-I 839 4'-11 15/16" 4-8 13/16" 12/12 PROW LEFT D. The contractor shall be responsible for the adequate design substitution Is at Llndal's option. z
FIR Z-9 1/2" 6'-8 3/4" SIMPSON and construction of all forms,bracing and shoring required.The 1. Joist to sill or girder,toenail 3-8d Qi
10 CROSS SECTION C-2 - - (L '
840 5'-0 7/16" 1'8 23/32" 4/12 ASTRAL, RIGHT FIR 3'-1 1/2" 6'-8 3/4" - SIMPSON contractor shall provide adequate stays and bracing of all framing K. Concealed posts are Engineered Wood,Hem-fir,combination symbol#16 2. Bridging to joist, toenail each end 2-8d
11 CROSS SECTION C-3 -
841 5'-0 7/16" V-8 23/32" 4/12 ASTRAL, LEFT until all elements of design have been incorporated into the 322=3.1/8"x 3.1/2" 311 =5.1/8"x 5.1/2" 3. 1"x 6"subfloor or less to each Joist, face nail 2-Bd
12 STAIR DETAILS 721 OAK 2'-7 1/2" 6'-10" - - SIMPSON project. The contractor shall be responsible to have shop 312=3.1/8"x 5.1/2" 315=3.1/8"x 7" 4. Wider than 1"x 6"subfloor to each joist,face nail 3 8d
U1
13 ROOF DETAILS SHEET I 842 5'-0 3/8" 3'5 15/16" 4/12 ASTRAL,RIGHT OAK 2'-9 112" 6'-10" - - drawings prepared prior to fabrication for all prefabricated 0
SIMPSON 5. 2' subfloor to joist or girder, blind and face nail 2-16d (L tU to
14 ROOF DETAILS SHEET 2 843 5'-0 318" S-5 15116" 4112 ASTRAL,LEFT materials of construction. Shop drawings shall serve to L. Exposed posts are DF glue laminated,combination symbol#3. 6. Sole plate to joist or blocking,face nail 16d 16"o.c. -� `0 `0
OAK 3A 1/2" 6'-10" - - M=3.1/B"x 4.1/2" �' «.
SIMPSON demonstrate the contractors understanding of the design concept, 7. Tap plate to stud,end nail 2-16d
15 EXTERIOR WALL DETAILS 844 2'-3 3/16" ,3'-6 19/32" PICTURE 722 STEEL 3A 5/8" 6'-10" - - by Indicating the materials he intends to furnish and Install and N=3.1/8"x 6" NN=5.1/8"x 6" NNN=6.3/4"x 6" 8. Stud to sole late 4 Bd toenail or 2-16d end nail fy
- THERMA-TRU P=3.1/8"x 7.1/2' PP=5.1/8"x 7.1/2" PPP=6.3/4"x 7.1/2"
PROW FRONT DETAILS W
- by detailing the fabrication and method of installation. - - 9. Double studs,face Hall 16d 24"o.c.
16 B45 5'-0 3/8" 5'-3 29/32" PICTURE 24.74 sf 723 STEEL 2'-9 5/8" 6'-10" - - �
THERMA-TRU Contractor shall submit all shop drawings for review by Lindal
Q*=3.1/8"x 9" QQ*=5.1/8"x 9" QQQ"=6.3/4"x 9" 10. Doubled top plates,face nail 16d 16"o.c. W 0 0
17 PARTITION DETAILS SHEET I 846 5'-0 3/8" 1'-9 5/1Fi" PICTURE 7.63 sf R*-3.1/8"x 10.1/2" RR*-5.1/8"x 10.1/2" RRR*-8.3/4"x 10.1/2 I C C tt _n r
la 724 STEEL 3'-1 5/8" 6'-10" 6'-2 9/16" 6'-10" THERMA-TRU Cedar Homes and shall Incorporate any comments into the drawings - - - 11.Top plates,laps&intersections,face nail 2-16d 0 _ _
18 EXTERIOR DOOR INSTALLATION SHEET before fabrication. Contractor agrees that shop drawings W*=3.1/8"x 12" WW*=5.1/8"x 12" WWW*=6.3/4"x 12" 12.Continuous header,two pieces 16d 16"along each edge
847 5'-0 3/8" 3'6 19/32" PICTURE 16.21 sf FIR 3A 1/2" 6'-10" 6'-2" 6'-101, SIMPSON X*=3.1/8"x 13.1/2" r=3.1/8"x 15" Z*=3.1/8"x 16.1/2"
19 WINDOW � SLIDER INSTALLATION DETAILS r , processed by Lindal Cedar Homes are not change orders. 13. Gelling Joists to plate,toenail 3-8d
848 2'-6 3/16" 5'-3 29/32" PICTURE 11.88 sf v 725 STEEL 2'-9 5/8" 6'-101, 6'-2 9/16" 6'-10 THERMA•TRU An ' indicates a post with no camber 14.Contintous header to stud,toenail 4-8d z
20 FLOOR DETAILS t INTERIOR RAIL DETAILS - E. In crawl spaces,maintain a minimum of 18"clearance under O O
Specifications shown may vary due to availability or options 15. Gelling Joists,laps over partitions,face nail 3-16d
849 2'-6 3/16" 3'6 19/32" PICTURE 7.77 sf FIR 2'-9 1/2" 6'-10" 6'-2" 6'-10" SIMPSON floorjoists and 12"under beams and girders.21 purchased, PLANS TAKE PRECEDENCE. Equivalent or higher 16.Ceiling Joists to parallel rafters,face nail 3-16d r Q w
22
850 2'-6 3/16" 1'-9 5/16" PICTURE 3.66 sf 726 CEDAR 8'-0" T-0" - COAST DOOR specifications may be substituted as necessary 17. Rafter to plate,toenail 3 ed 0�m
23 851 5-0 3/8" T-9 5/16" AWNING 5.45 sf F. Individual concrete piers shall project at least 8"above 18. 1"brace to each stud and plate,face nail 2-8d -r o
727 CEDAR 9'-01, T-0" - - COAST DOOR exposed ground unless the post is treated or wood of natural w '
i 24 853 2'-6 3/16" 1'-9 5/16" AWNING 2.39 sf 19. 1"x 8"sheathing or less to each bearing, face nail 2-Sd m z Q
728 CEDAR 16'-0" T-0" - . 3. CONCRETE resistance to decay.
COAST DOOR 20.Wider than 1"x 8"sheathing to each bearing,face nail 3-ed w
0
21. Built up corner studs 16d 24"o.c. F- 0 Li
25 855 2'-6 3/16" 3'6 19/32" CASEMENT, LEFT 5.86 sf 729 OAK/FIR 3'-1 1/2" 6'8 3/4" 6'-1 5/8" 6'8 3/4" SIMPSON G. All wood,includin
9 A.Concrete shall attain a 28 day stress of Fc-2000 psi min.Mix 22. Built up girders and beams 20d 32"o.c.at top and bottom p <>O 0
g posts within 6"of round shall be 26 856 2'-6 3/16" T-6 19/32" CASEMENT, RIGHT 5.86 sf 730 OAK/FIR 2'-91/2" 6'8 3/4" 5'-5 5/8" 6'8 3/4" SIMPSON pressure treated or foundation grade cedar or redwood.
27 shall contain not less than 5 sacks cement per cubic yard and not staggered,2-20d at ends and at each splice Q W
more than 7-1/2 gal.of water per sack of cement.maximum slump 23.2"planks 2-itid at each bearing
0 a: (n0- p >
8 7 2'6 3/16" 1'-9 5/16" LOUVERED 731 OAK/FIR 2W 1/2" 6'-8 3A" 5'-1 5/8" 6'-8 3/4" SIMPSON H. Stairways-rise,4"min.and B"max.,run 9"min., headroom I '
� - I
28 858 2'-6 3/16" T-6 19/32" LOUVERED shall be 4",aggregate size shall be compatible with pouring, 24. Plywood and particleboard(5) _ �Q > It
29 _
732 OAK/FIR 2'-5 1/2" 6'-8 3A" 4'-9 5/8" 6'-8 3/4" SIMPSON 6'-B"min.,width 36"min. placing and finishing conditions. Subfloor,roof and wall sheathing to framing ~z Z p O IL
1_I_.
1/2"and less 6d(2) z O Q Q
859 2'-6 3/16" 5'-3 29/32" LOUVERED 733 OAK/FIR 2A 1/2" 6'-8 3/4" 4A 5/8" 6'-8 3/4" SIMPSON I. Enclosed space under stairs shall be one hour construction.
30 B.All concrete shall conform with requirements of the latest 19132"-3/4" 8c!(3)or 6d(4) J w p o W
31
860 5'-0 7/16" 1'-8" 4/12 PROW, RIGHT 734 OAK/FIR V-71/2" 6'-8 3/4" T-1 5/8" 6'$3/4" SIMPSON edition of the ACI code. 7/8"-1" 8d(4) Q Z W w
32 861 5'-0 7/16" 1'-8" 4112 PROW, LEFT J. Stairways with 4 or more steps require a hand rail 30"to 34" 1-O- tY r
1-'I/B"-1-1/4" 10d(3)or 8d(4) U Q� W O ,775 STEEL 4'-11 1/4" 6-7 1/2" - - z _w F-
Z ® ANDERSON above tread nosing.Handrail supplied by others. C. Remove all debris from forms before pouring any concrete. No 25. Panel:;!ding to framing
33 862 5'-0 3/B" 3'-5 7132" 4/12 PROW, RIGHT � -- _ w z> .�
FIR PANEL 4'-11 1/2" 6'-10 - - LINDAL wood spreaders or wood stakes shall be used in areas to be 1/2"or less 6d(6) m Q U W W U
K. Common walls and ceiling between garage and dwelling and any concreted. 5/81, 8d(6)
34
863 5'-0 3/8" 3'-5 7/32" 4/12 PROW, LEFT VINYL 4'-11" 6-9 1/2" - - STARLINE other garage wall if supporting a floor over the garage shall have 26. Fiberboard sheathing(7)
35 864 2'-6 3/16" T-1 3/16" PICTURE 15.79 sf �„� -
ANDERSON 5/8"type x gypsum wall board on the a D.Construction joints shall be made rough and all.laitance 1/2" No. 11 ga.(8)
776 STEEL F-11 1/4" 6'-71/2" - garage side. A min.of a 1-
36 ® 3/4"tight fitting solid core door with self closer is required removed from surface.Concrete may be roughened by chipping the 6d(3) a
865 2'-6 3/16" 5'-3 29/32" CASEMENT, LEFT 9.32 sf FIR PANEL F-11 1/2" 6'-10"
37 - - LINDAL. between the garage and dwelling. entire surface,sand blasting or hosing the entire surface 4 to 6 No. 16 g?.(9)
866 2'-6 3/16" 5'-3 29/32" CASEMENT, RIGHT 9.32 sf VINYL 5'-111, 6'-9 1/2" - hours after the STARLINE pour with a fine water spray. r 25/32" No. 11 ga.(8)
3B L. Columns,posts and beams supporting a second story over a
I 8d(3) Y `
867 5'-0 3/8" T-1 3/16" PICTURE 32.92 sf 777 FIR PANEL T-11 12" 6'-10" - - �-� -.. .
r
39 LINDAL garage shall be,protected with are hour construction. E.Concrete walls,piers or columns shall set at least 2 days No. 16 ga.(9) 0 F
870 4'-6" 3'-3 13/16" 4/12 ASTRAL, RIGHT VINYL T-11" 6'-9 1/2" - -
_ - STARLINE I before placing beams,spandrels or slabs supported (1)Common or box nails may be used except where otherwise stated.
CODES
'+ _r sd;. Appliances installed in garage generating a spark,glow or thereon. (2)Common or deformed shank,
WINDOW C 0 D E S 871 4'6" 3'-3 13/16" 4/12.4S FRAL,LEFT F 972 OAK/FIR 2'-6" 6'-8"
I - - - - SIMPSON I flame shall be located 18"above the floor. (3)Cu,rr,_.ri• �� � I � '
! 872 5'-0 3/8" 5'-3 5/16" 4/12 ASTRAL RIGHT 973 OAK/FIR Z-0" 6'-8" - - F.All framework shall remain in place for the periods of time (4)Deformed shank,
GLAZING -� SIMPSON
FRAME GLAZING 873 5'-0 318" 5'-3 5/16' 4/12 ASTRAL LEFT --I N. Bath and laundry rooms require operable windows equal to specified In the ACI code as a minimum. (5)Nails spaced at 6"o.c.of edges, 12"(1 0"floor)atiniermediate
OPTIONS --- _ 974 OAK/FIR 3'-0" 6'-8" - - SIMPSON 1/2oth of the floor area with a minimum 1.5 s .ft.or mechanical
' PROW. r q - supports c::�.;�nt 6"=.t all supports were spans are 48"or more. 4
874 5'-0 318" 6-2 15/32" 4112 I ROW. RIGHT 975 OAK/FIR 4'-0" 6'-8" ventilation. Nails far we;ll sheathing may common,box or casing.LHP Vinyl White Y LOW-E ARGON E Clear ---- - -- - - I -- SIMPSON G.All concrete shall be cured by an approved method. 1
875 5'-0 3/8" 6-2 15/32" 4112 Pi?OtPJ, LEFT i 1 r i 6)C:)ii i,;ion-resistant siding or casing nails. �V
i 976 OAK/FIR 5-0" fi'-8' - -- I ;'MP
LHP Vinyl Sand D (10DD/500/LE-SQR) Tempered(T) X ------- - j ;�r�SfJN O. Tampered glass shall be provided at all hazardous locations. H.Follow all ACI recommendations for placing and curing concrete (+)FcrEtei-Iers spaced 3'o.c. at exterior edges and 6"o.c.at
- 876 5'-0 3/8" 6'-4 3/4" 12/12 PROV! I_E;`T dung of or col weather condtir intermediate' -- - � � ® 977 OAK FIR 6'-0" 6'-8" - - SIMPSON - 'n h d "ors. supports.
Cedar C Heat Mirror 88 M Breather Tubes(BT) Z - ---------- - - --
- 877 5'-0 3/8" 6'-4 3/4" 12/12 PRUVV, I;i.'" T P. Receptacle outlets shall be installed at 12'-0"o.c.maximum, 1,';)Crnrosion-resistant roofing nails with 7/16"diameter head and '
--� and on any wall 24"or wider.In kitchen and dining areas, i.-I en Ih for 1/2"sheathin and 1-3/4"for 25/32"sheathing.
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Cedar Clad Sand P Heat Mirror 66 A TIBT B - --- 9 I.Contractor shall be responsible for providing a plan indicating 9� g 9-
878 5'0 3/8" 6-8 5/16" 12/12 PROW, LL=F l counters wider than 12"require a receptacle outlet. the location of control joints in all slabs on grade. Control (9) Corrosion-resistant staples with nominal 7/16"inch crown and
Cedar Clad Whte W Single S Bronze(BZ) N I ----�--=
879 5'-0 3/8" 6'-8 5/16" 12/12 PROW, RIGHT joints shall be formed by Burke"Cold-Key Joints"or an approved 1-118"lenr7_h for It2"sheathing and 1-1/2"length for 25/32"
Vyl Snd Fir Panel F _ T/BZ K --- S WYLI G HT SCHEDULE Q. All receptacle outlets installed outdoors shall be in a equal.
880 2'-3 3/16' T-1 3116" PICTURE '*DO NOT ROTATE SKYLIGHTS** weatherproof enclosure and have approved ground fault Interrupter iH
Vyl Wht Fir Panel G Obscure(0) 0 - -- - - ---- 881 1'-9 5/16" 5'-3 29/32" CASEMEPII',LEFT -
I
circuit(GFI)protection.One such exterior outlet is required. 6.COMMON;'ci3BREVIATIONS- - - - �}� o�
STD Vinyl White T - T/O J VELUX# LCH PART# ROUGH OPENING FIXED/OPENING 882 1'-9 5/16" 5'-3 29/32" CASEMENT,RIGHT R. Provide GFI protection for receptacles In bathrooms and 4. BUILDER TIPS ABV.=irbove 3 Z• ';°iage.�
STD Vinyl Beige Q BTU Z G 883 1'-9 5/16' 2'-6 3/16' CASEMENT,LEFT VS-308 82811 30.1/2"x 55.1/2" GF'ENING _ cgounter recepttaclescw win B'tion is ID"ofso thekitchen sink.uired for non dedicated A.PI ood/O.S.B.should b I B.O.=h;oihers �y1µPlg' tduaoCu l'tliatrus�
nTs' 1 laps
_ --- -- -- yw s e Installed with 1/8 spacing at all end and BTR. beflur CeYiing YOV��p o
BZ/0 H 884 1'-9 5/16" 2'-6 3/16" CASEMENT,RIGHT g I y panel manufacturer- B.U.=built a e? ;:en t,_attaehe(I tO A w o w Z
VS 606 82812 44.3/4"x 46.7/8" OPENING edge a'Dints unless otherwise indicated b p g o o
- 885 5'-0 3/8" 2'-6 3/16" AWNING D.F.=dour;llas fir Ye a! ; �a � B o
TIBT/BZ V VS-104 82813 21.112"x 39" OPENING 2. LUMBER Always stagger end Dints when Installing I 'n C' - ``' N U 0
B.Alwa ) g p ywood/O.S.B.panels. F.O.=face of � ,,, Z r � o
886 T-6 5/8' 2'-6 3/16' AWNING VS-108 82814 21.1/2"x 55.1/2" OPENING F.S.=irarne stock(A non standard size,cedar ONLY frame window, N w w o a
TIBT/0 P - -- - C.Provide adequate ventilation and use round cover vapor where Linda!Cedar Homes is supplyinglineal footage of cedar z F_ -0 3 =
887 5'-0 3/8" T-619/32" COMBINATION VS-601 82820 44.3/4"x 2811 OPENING A. 2'framing lumber is KD#2&btr.SPF(spruce, pine,fir). Q 9 P 9 ,,, o Z �, o N
T/BZ/0 Q retarder In crawl space. Panels must be dry before Installing molding only with which the contractor Is to Job build the frame � oo :a � o
finished floor. and obtain local glazing.) >- o � = w o o a
888 5'-0 3/8" 'T-6 19/32" COMBINATION FSF/FS-306 82815 30.112"x 55.1/2" FIXED B.4"framing lumber Is#2&btr. Douglas fir. w J r- w 0 �'
BT/BZ/O U GWB=gypsum wall board W N 889 5'-0 3/8" T-6 19/32" COMBINATION FSF/FS-606 82816 44.3/4"x 46.7/8" FIXED
C. Floor Sheathing Options(See Plans for Type) D.When using a glued floor system spread enough glue to lay only HGL=horizontal glue laminated z o o m " o
EXTERIOR DOORS INTERIOR DOORS BI-FOLD DOORS 890 5=0 3/8" 5'-3 29/32" COMBINATION 1 or 2 panels at a time_To insure the panels will be firmly and LSL=tlmberstrand framing o o � I- N E o ", o =/f
FSF/FS-104 82817 21.1/2"x 39" IX - 3/4"T8G,APA rated Sturd-I-Floor underlayment grade plywood. z Z3 I- w w a o W N
R=RIGHT HAND SWING SR=SOLID CORE RED OAK HL=HEMLOCK LOWERED FIXED
891 5'-0 3/8" 5'-3 29/32" COMBINATION permanently secured to joists,wipe away water,dust and debris N.I.C. =not ir;rrniract o � = E
FSF I FS-10B 82818 21.112"x 55.1/2" FIXED - 23/32"T&G,O-S-B.APA rated Stub-I-Floor underiayment grade S 1 n p Q w o o 0 o
L=LEFT HAND SWING R=HOLLOW CORE RED OAK FB=FIR BI-FOLD sheathing. before applying glue. N.T.S.=not to scale _ -t H v, Z D � ,,, ¢ C , .N -
PH=DOUG FIR FP=FIR PANEL OB=OAK BI-FOLD 892 5'-0 318" 5'-3 29/32" COIvlBliv;:?ION FSF/FS-601 82819 44.314"x 28" FIXED I - Select grade SPF 2x6 double T&G decking with 1/2"CCX plywood O.C.=on center
D=DOUBLE DOORS X=POCKET DOORS 893 Z-6 3116" 5'-3 29/32" COMBINATION undedayment,APA Index 24/0 Is available. E.Apply glue(about 1/4"diameter bead)to framing members in a O.S.=outside w
GGL-410 82821 37.1/2"x63.1/2" OPENING Appro��o. N W
S=SIDE LIGHT R=RIGHT HAND SWING continuous line,or In a serpentine pattern In wide areas. Be O.S.B.=arionted strand board � W
894 5'-0 3/8" 5'-3 29/32" COMrMINA FION GGL-808 82822 53.118"x 55.1/2" OPENING D.Wall Sheathing Options (see Plans for Type) certain to glue ell T&G joints. Spread glue in joints. Avoid P.A.=post above D (�}/J m
S2=DOUBLE SIDELIGHTS L=LEFT HAND SWING --- l
0=01LITSWING 4=4 9/16"JAMB - 1/2"CDX plywood,APA Index 32/16. squeezeout by applying a thinner line(about 1/8")on joists. P.T.=pressure treated Lt i Z
- 7/16"oriented strand board,APA index 32/16. R.C.=recut G N S N m 6=6 9/18"JAMB F. Complete all nailing of each panel before the glue sets or S.P.F.=spruce pine fir r'
, Tj JEfC
D=DOUBLE DOORS .
E.Roof Sheathing Options (See Plans for Type) skins over. Check glue manufacturer's recommendations far T&G=tongue and groove l BE Z x 3 W
OP=OAK PANEL MATERIALS SHIPPED -1/2"CDX plywood,APA Index 32116. allowable time. Remember,warm weather accelerates glue setting. TJI=truss joist/rafter r ITE c9 = Q 4 F- Q
-7/16"oriented strand board,APA index 32/16. U.N.O.=unless noted otherwise R I .S G ION O ` 0 c0 < Pry p
"All materials ordered from Lindal Cedar Homes (LCH) -5/8"CDX plywood,APA Index 40120. G.Cathedral ceilings can be prone to moisture problems if not w/=with
are outlined in the Design Specification Sheet (GSS). -3/4"CDX plywood,APA index 48124 constructed properly. During construction a vapor retarder must w/o=without
be applied to the warm-in-winter side of the insulation. Proper 7.COMMON FRAMING PART NUMBERS (�
These plans may contain part numbers and/or F.Siding Options HANGES
(See Plans for Type) installation of the insulation leaves an airspace between the ; V e
-Kiln dried 1x6 T&G,tight knot cedar,vertical siding 33G=2x4 recut stud,7'-1.5/8" SUBMITrC}F1AtGES FR APPROVAL
references to materials that may not be included in this 9 g Insulatlonandtheroofdeckforventilation. To of value p FO(MIJGL�IVO(?It
-Kiln dried 1x8,tight knot cedar, rough sawn, horizontal bevel siding airspace must have vent openings at both the ridge and the eaves. 33M=2x6 precut stud,T-1.5/8" �RIOF2 Td
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home package. The DSS overides the plans in -Hardi-Plank,embossed,composite horizontal lap siding 33B=2x4 precut stud,7'-B.118"
determining what materials are provided by LCH.rr -Kiln dried, lx8,T&G,tight knot cedar,horizontal siding H.Cathedral ceiling Insulation batts fit snugly between the 33M=2x6 precut stud,T-8.1/8" Z U
-Kiln dried, 1x8.T&G,tight knot cedar,log look horizontal siding ceiling rafters. Care MUST be taken when installing so the batts 361 =2x4 precut stud,7'-10.1/2" 0 w
A / �L remain flush with the lower face of the rafters to maintain proper 412=2x4 1 Q 0
2 0 C ES airspace. 414=2x6 7
/ �7 Z�. 416=2x8 Q z
• Z _ 3. 9, ,J. �p . / 17 �� - �' I.Cedar siding must be allowed to acclimate to it's environmental 419=2x10 dt cc Q Y
1
�I surroundings before Installing. See product end caps for 481 =2x12 W O � N
16. 27. Z g . Z� ' x
instructions. 530=9.1/2"TJI to 4. ��. �,. `I 8. 4q. So . 5 I . 531 =9.1/2"LSL � WW o. � � w z w Z
540=11.7/8' T . _v o
5 2 . S 3 . S -. 55. .S �. 5 7. Sg , S9. ��.
541 =11.7/8"LSL O= W
i 550=16"TJI
64. (A - (,' 6. 7e . 71- z
551=16"LSL ORDER NUMBER PAGE
h1UST MEET ALL CURRENT KS 40154 a
MEWS
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