HomeMy WebLinkAboutBLD2006-00268 Garage - BLD Plot / Site Plans - 3/1/2005 M .I. •A
II
II
• I
i
i
i
I i
(n
i 0
i
i
I
w
4401-16, 2x12 16" O.G. #481-16, 2x12 'd 16" O.G.
i
20 W
0
— — — — — — — — — — — — — — — — — — — — A continuous foundation Is required
Q C C m t n
- - — — — — — — — — — — — — — - - - _ — — — — — — — — — — —
I �z
O
o° z W w
I -
L I I I I J �tti I I 0 0 m o o
�,� Wz < I
'IPAP_ A In-
+'481-16 IIII w481-16 / SY I w = !I
Y = wo
IIIIIN = I I Q �F" Q>
�t- a.0 p
C `yea I I *4a1-16 m +'481-I6 I �Ju 6 m=�� >
rr
4 E� I I pm� O�r� ~zzo 0
In
z� oQJuu� QzLd wIzu w
F Q
I �I�II tu�4 OUQ z��w w 0 ;
0 `. �-Wzow w In
I:
�ti I 4'-5 1/2 " 10'-6 3/4 ° IIIII� I I 1� e Q z
0 IL N f�
tip' I I- - - - - - - - - - - - - - - - -1111t� 1 . x_Q
t 8-212 (TY .) I I nl
x ^ 1 ..
(2) "4al-16
W/
— — — — — — — — — — °' II�II �481-IS I I 8 4 a� IU
m I I"481-R.C. A w150-20-1 0
— — — — (v "481-16
�-aUJ1p.a-rto`N I - - - - -
FIRST FLOOR Fi�Al�'�INC� i�1�,41� � - - - - - - - - I L - - - - - - - -
_ I '4
SCALE 1/4 -I -0
I. VERIFY ACTUAL BEAM DIMENSIONS PRIOR TO CUTTING POSTS.
2. FLOOR BEAMS SYMBOL ":IZE V '
' O
Z 3.1/6" x 16.1/2" GLULAM
"419 2x10 SPF "2, OR E ETTER, BUILT-UP =
3. FLOOR DESIGN LOADS I i — -�'V' slfoundatlor Is required
Ni�u- ntire
I LIVE LOAD = 40 PSF Qestructuremeterof
DEAD LOAD = 10 i=SF I re4��re �'�
TOTAL LOAD = 50 PSF a� in
s tet°� - �
° �c�re P to n
4. ALL DESIGN and MATERIALS BELOW L.C.H. SUPPLIED FLOOR Pco� d L�
SYSTEM ARE N.LG., UNLESS NOTED OTHERWISE. aro�n \
\ A contiruo.,s tcutAation Is,egtflr
5- POSTS and FOOTINGS MUST BE DESIGNED TO SUPPORT LOADS arn�irirl tY a PnU�_�pgtj i �y(�l;
INDICATED. the trr � [?a
I \ \ , b` ya e is,ta. W o w z c
6. TYPICAL FLOOR JOISTS ARE "481, 2XI2 SPF �- plan aocume�? ed lane o Q En o o N
at 16" o.c., UNLESS NOTED OTHERWISE. USE (3)NIG, 8d �F 1ngeYitl$ to ppYOV p w L
GALV. BOX NAILS at SILL PLATE and at EACH BEAM.
1en$a1nattached a J > Z � o
YC111 V) Cx � � U
O 0451, 2X12 SOLID BLOCKING BELOW ALL POSTS FROM `" w 0 . a
ABOVE, UNLESS NOTED OTHERWISE. \ o ' o z o ; J
8- PROVIDE FLOOR JOIST or BLOCKING BELOW ALL INTERIOR F(�v1Avg4(O n SCE _ w cn En
� o o
NON-LOAD BEARING PARTITIONS PARALLEL TO JOISTS. w w o U = I
rr�'' + C U 0
9, PROVIDE DOUBLE FLOOR JOISTS or BLOCKING BELOW LANDING N N C ck(�S 4` z � C z o m 0
POINT OF STAIR STRINGERS. � C o 0 0 � F 3 o d o
o _
10. FLOOR SHEATHING IS "691-OSB, 23/32" TEG STURDI-FLOOR UNDERLAYMENT Z N r- E
w aw
zwmo oa E
SHEATHING. APPLY with "153 CONSTRUCTION ADHESIVE w 0 o w 0 z , - � o
and NAIL NIG, 1.1/8 RING SHANK NAILS at 6 o.c. ai. EDGES 5'-4 5'-4 5'-4 5'-4 5'-4 5 -4
'10. Z{ 1 . 42 . 43 • -4�1- � S• �• UZL) a_ LnQ = = a.Nm
01
and 10" o.c. at INTERMEDIATE SUPPORTS. RUN SHEATHING LONG
DIRECTION PERPENDICULAR TO FLOOR JOISTS.
II. ANGERS �• -i g . �'q . So . S 1 S 2. S-3' N m
�+I i,iiTHESELPLA`N-BtMG1S'�BE
v 0`150-2m1 (SIMPSON HANGER NO. LUP210) S S (p D . �F�N TH:►[pB-SITE,
w"1 21 (SIMPSON HANGER NO. HUC210-2) 5 SS . S , S 7. 3 , �!
32'-0" F(FORINSPEcTION _ } Z j
12. PROVIDE ACCESS TO CRAWL SPACE PER LOCAL CODES. N m U u
g(0 ?
13. WHEN PLANS ARE ON 11" x 11" SHEETS, REDUCE SCALE BY HALF `� Z
LLJ
FOR PROPER DIMENSIONS. x Q
-� Ok
kz �Ue nts�lat. tane 9r!
' v
� E Mans . AOC, yAved P i �, ai ca PRC'J�{
FOOTING SCHEDULE n a �' SUa AN I
n ,.1aeeY1' $�ed to P PRIOtiTO PERFORMING WORKAL, Ic
MARK SIZE DEPTH REINFORCING SLOW . I'
18 1'-6"X 1'-6" 8�� 244 EA. z
WAY
24 2'-0"X 2'-0" 10, 344 EA. WAY t�00 s
30 2'-6"X 2'-6" 10" 3-#5 EA WAY
10" ^' 73
36 _ 3'-0"X 3'-0" 345 EA. ' —
13 0 w _ 0 :�
42 3'-6" X 3'-6" 12" 345 EA. WAY ?
.48 4'-0"X 4'-0" 12" ,: 1• • 0. acn 4 5 EA WAY 2�f ADO y ,;� w Q rr. � w w
54 4'-6" X 4'-6" 12" 4-#5 EA WAY — � Q -A o 0
NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE � ' ° �m o u o
ETE At�l ,
ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF:
OR ER K5 4@154.R P 5 E
I II
i
I
i
- T . -
_
I
'_ R4' �S__ rt'P2' ... .f - _.� _. _ :.-.._ .-•;M�°."ir.a .men. - - '- - - '- $- 'a --- -- - �
. . - .. ... .✓.r_..:_..�.. __ ._._-.____-.....-- .. ---...,..._ `? � Yi:. �;.: .r. .1.t .- _ : _a.� aar .,.i a..H�l, _.� aYatf-., i-s 8.*, "., v. �'f L@.`( 'rTA'r
ID
i
I 1
i I
.; i I FLOOR SHEATHING
PER PLAN
0412, 2x4 FILLER to
FLOOR JOIST
tn
PLAN j
w I: .
= FLOOR BEAM
PER PLAN z
L
GIRDER
#419-12 0419-12 PER PLAN Q L1
2XIO SPF FLOOR JO15T 2X1O SPF FLOOR JOIST
ZLL
C IRDER AT FRONT OF LOFT
(2) 0416, 2X8 (2) *416, 2X8 /l w `9 0
BU HEADER BU HEADER ' �
0 0
— — — — — — — — — t C Q
I I II II II
I II II II I �
Z
i
OO
>-
W� a Q
IL Li
I I^
0 o ❑
419-12
U C) C,Li
_j< o
_4) I II II II I IY Lu? �� o 0
�"� 'o 0
A zz�
z� OQ °-
• I I II II II I � � �
Qz �o w
419-12 I III I I I I I ~ Q� w O
z i-w
tn
m Q C)W o .
II III 611
: � I (2/
-20 11I i
ells41 _
9 14 -
! tD l ��— — — ——-� 01
T-14
SET a 8'-9"1/4"
i W/ "412, 2x4 FILLER OVE
10,
SECOND FLOOR. FRAMING FLAN �
t
SCALE 1/4"=I'-0" ". .
I. FLOOR BEAMS SYMBOL SIZE 1
3.1/8" x 9" GLULAM ._
i_ II 5.1/8" x 21" GLULAM
e(A
4 l tS c,� .
' 2. FLOOR DESIGN LOADS - \(�
LIVE LOAD 40 PSF w z
DEAD LOAD = 10 PSF o �„ o N
I. 1 tw � t- N o
I TOTAL LOAD = 5O PSF � W z
i 3. TYPICAL FLOOR JOISTS ARE "419, 2XI0 SPF �' w a a
11 F- o to G]
at IC6 o.c., UNLESS NOTED OTHERWISE. USE (3) NIC, 8d o �' z ¢ N
GALV. BOX NAILS at EACH BEAM. c o z 0 -'
y
to p v c E
4. "419 2XIO SPF SOLID BLOCKING BELOW ALL POSTS FROM > o - = w o . .o
ABOVE, UNLESS NOTED OTHERWISE. J w An
Q 0. z J rn� U 'o c
z m O ..0•
5. PROVIDE FLOOR JOIST or BLOCKING BELOW ALL INTERIOR
O O Z F- fn •3 O oC n.
NON-LOAD BEARING PARTITIONS PARALLEL TO JOISTS. z F0 o = w 0 � 5 o u �,
E = 0
w � zwmo t y o o �= E
6. PROVIDE DOUBLE FLOOR JOISTS or BLOCKING BELOW LANDING N z o� ,� a F_- = a•- _
I POINT OF STAIR STRINGERS.
I 1
• 1
7_ FLOOR SHEATHING IS M691-065, 23/32" TsG STURDI-FLOOR UNDERLAYMENT w
SHEATHING" APPLY with CONSTRUCTION ADHESIVE (N.LG.) N I
1 and NAIL W/+r161, 1.�/8" RING SHANK NAILS at 6" o.c, at EDGES
�THF:�EIRLIAAI��I�II�S�T�E N m i
and 10" o.c. at INTERMEDIATE SUPPORTS. RUN SHEATHING LONG �QN�TMEl1�►B�1'I�E � �
DIRECTION PERPENDICULAR TO FLOOR JOISTS. F.�.R 1NSP�CTIO' w
_ }' Z
8. HANGERS m
1 1
0180-210 (SIMPSON HANGER NO. HUC-210-2) , Z Z
I 0150-209 (SIMPSON HANGER NO. LUP28) z x. 3 w '
"180-21O (SIMPSON HANGER NO. HUCORN 3.125X9) rl
� Q m
0 ❑ ❑ ❑
9. WHEN PLANS ARE ON II x 1-1" SHEETS, REDUCE SCALE BY HALF
FOR PROPER DIMENSIONS. GES
r
i
10, 1j0 Q€RFORMING V1fdRK
SUBMI CH��.5ES�FOR�,�PRd�(
CIpR „ q
i
i
I
z I '
z W O m� N
m Q . 4 I
q I- '� ❑
cn . q, w fL_ O ~
If
K5 ''4015�4 6
GRDER. NUMBER !: . PAGE
i 1
I i
I I
i
I
--- - ------- - ----
i
i I
r
}
Z
O
F
w
IY
IL
"481-14 0481-14 Itl Q fa
4/12 4/12 - tD cQ
PITCH PITCH
"414-IID0414-14
414-10 W 0
,a - - - - ❑
_ o0
(L '
II I I "412, 2X4 oUTLOOIFIERS •� 24" O_C. �- Q z W W
w
Q I
—
z
Ill
��w Q Q
�4 O
1 X x II I 13 ,a I I 1E4 _1 I- 13 x III o Z Q
— x I I III 0° _
mIII III II m , II II 411
MIA
o IIIQ C) it
° II a o l- IL o ❑
I m nIII «, Q m Q � W
ut III II w II w uI F <r) w�=w w o
m II glll > o u = Ina ❑ >
z II1 �q Q 2 I-Q >
I, 111 1r � I III X IL
� '�Zzoz �°
- - - - II W 11 IU I w x Z.20 rL
_ J I III
�o
II �Zwo W
uQ� W 0
150-250, 8 PL�,rES > I I > „�111 Q r F-O Z w
III wog
mQ � o 1
IID PLACES III
u — — -7d�S = = — - - I al- a G S I II fH
� III II — / i �� ORDER L 11
a III III / I I II "414-i4 I 14
111 III / / I r412, 2X4 OUTLOOK�RS Q 24" O.G. l I _ O
i I 0451- 1 AGA NST
II II D II DO ER ALL I ;
14 11 `t
I '
i II II *414-14ct
I "412, 2X4 OUTLO(pIkERS Q 24" O-C.
• I I —I � I IID -. - - •� 'I'
A I II VENT Q,
—�� 1 13 Is --I I 13 I III A7ENTi Ft Per 150 Sq Ft
U1 I I I 1 I� , — AT 1 Sq Ft Per 150 Sq Ft
� Z III ° �—...�
III I I , ;�.� ,.-
�1r1 � -I-- � I z �I I C�1 � BUILT ..1 �-.rA,DE2S ARE
In '1 � � � - r11 en irneerin�n-IuSt C3� 2�a, �'/ v2 PLYWOOD
A I N�I I I u, I 1 - 1-� 111 F�� _S Nn�g I rin mustBETL.�EEN NF_;" ERS (TYP)
N oI I I 4 me°aRv �b on si e at
yX `(`.nu , �ll ���t,t,..e,
m I I I lfi lramlhg Inspection
1 I -
I I • �
1 I I �� I I Gy a�► I I I ►I m ��ians;indt1dest
- - pa$esdt
tnii
TTOP PLATES O SUPPORT EXTEND ROOF FRAMING PLAN engineering documentYoved=plans
p'� I I I I ; OVERHANG. TYPICAL renla>1n<attached to app .
I1♦`I I I WRAP WITH SOFFIT LINER a o v,
SCALE 1/4"=1'-0" Q �_ o.
vi
VERIFY ACTUAL BEAM DIMENSIONS PRIOR TO CUTTING POSTS.
> L
2. ROOF BEAMS SYMBOL ' SIZE "' � w o
p > U <
Q 3.115" x 9" GLULAM r— ''-' o o z �, J
R 3.1/8" x 10.1/2" GLULAM " z °''
2q. "l0. '1I . Z2.�73 .'74, �� I� s � C3, = = x a� o
416 2x8 SPF2"2 GOR BETTER C ��A Uk w o o c u v
7� . 90 91 92 , � � pz
rf N
3. ROOF DESIGN LOADS _ y�F t$E o 0 0 N o
4/12 9gc/ LIVE LOAD '. .35 PSF I 51 8E Z � o Ln a y E N a)
PITCH 4/12 DEAD LOAD 15 PSF ' 6' i�TE w z w m o _ o
ui Limn_ r ,ti o � 4 E
I TOTAL LOAD 50 PSF
PITCHR IN5P � INN
4, ROOF.BEAMS ARE DESIGNED FOR DRYWALL ROOF LINER. N a
i W
12/12 12/12 5. TYPICAL ROOF RAFTERS ARE "481, 2X12 SPF RAFTERS in in m
PITCH PITCH W
at 24" o.c., UNLESS NOTED OTHERWISE.
6. ROOF SHEATHING IS '"100-OSB, 15/32" OSB with NIC, 8d GALV. _ m Z
"481-05 *451-18 * BOX NAILS at &" O.C. at EDGES and 12" o.c. at INTERMEDIATE fl �`' C9
Ile481-18 *481-m8 SUPPORTS. USE NIG-I/2, "N" CLIPS at UNSUPPORTED PLYWOOD m Z ?
EDGES. RUN PLYWOOD LONG DIRECTION PERPENDICULAR VAN_t.I ;)vLL _x . 3 w 0
TO ROOF RAFTERS. �}p P�iOVA -
g S PR OIR TO PERFOR1v�I��G V30RK Q N
1. ATTACH FASCIA W/ '�11ID, 6d GALV. (BROWN) SIDING NAILS EACH
RAFTER OR BLOCKING SUPPORT. USE TWO NAILS FOR EACH FACIA
BOARD.
I 8. HANGERS
V-150-250 (SIMPSON HANGER No.`LSSU210, SINGLE, FACE MOUNT)
*180-210 (SIMPSON HANGER NO. HUGORN-3.125X9)
9. WHEN PLANS ARE ON II" x 11" SHEETS,:REDUCE SCALE BY HALF
FOR PROPER DIMENSIONS.
Z
p cn
e\N
p n i
�Y� � V1JA -� _ •d
:
I
zi
l ZI-
I�:i T M
<:sf `Q w z w z
f. 1"w Y' o U) Q w I� o
'„ ORDER. NUMBER PAGE
K5 40154
I I I
I 1
i I
I
-
SIDING COVERAGE T.
Siding and interior paneling
is supplied in random
12 lengths and will require
I 8 splices for complete
/ -43¢9• coverage. Careful layout
i �� planning can minimize the
number of joints required.
Refer to details on nailing _
• D 2 sheet-
i 12 WARNING o
D Due to the nature and W
! 81-1DE 516DE — properties of wood, as well
as varying job site storage $
❑ _ _ and climatic conditions, it
74 is necessary to properly Q
— acclimate all exterior L
_ 49• siding and interior paneling ►-
i D = to the finished home
environment prior to Ill p p
I j — installation. W
819DE 845DE 845DE _ 818DE
e
_ LLI
*468-C CORNER TRIM Q
-- OO
-
845DE 8451DE 845DE _ 845DE I I ( I Q Z W W
1 I I DOm Q Q
J L U1
m Z Q
Y= W p
UI- Q W
-J W
� lnW Q O
f W =IZ W : I
Fit 1ST MEET ALL CURRE R COS �' ~Q >
tI1 a� �1, l\ 1M�i� Z Z O
X O �f A1w�s�i 1AR •^•" `�E �1 Z� O Q 4'
N.I-c. N_I.c- WASHINGTON STAT \ RIGHT ELEVATION Z W o W
SCALE I/4"=1'-O,I zZLJ
Q w W p
N.I.C. _ 1 Crf1 ��V >-IY O W
tYIQUfif 0 U
FRONT ELEVATION
SCALE 1/4"=I'-011
I. . CAULK ALI- JOINTS SUBJECT TO AIR and/or WATER INFILTRATION I
SUCH AS AROUND DOORS, WINDOWS, and BEAMS PROTRUDING THROUGH
EXTERIOR WALLS OF BUILDING.
2- EXTERIOR SIDING SNAIL BE 043ra-C, II/16" x 8" BEVEL CEDAR
.j USE 304, SCARF JOINTS and FACE NAIL PER I=XTERIOR WALL DETAILS. ,-
= rs
3_ ROOFING IS NIG, 2400 FIB(=RGLASS SHINGLES- / r
4. SLOPE FINISH GRAPE A!U,A.'"' FROM BUILDING PER LOCAL. CODE. t;
5. CONTRACTOR TO VERIFY GRADE LOCATION. • 1 r,
6. WHEN PLANS ARE ON II" x 11" .SHEETS, REDUCE SCALE BY HALF
FOR PROPER DIMENSION. I `
12 r--1
/8 43 4Qo
'
I 49-
,
❑❑DDD
oc❑D N
a� o
❑� D �1 w zLLJ
o
U > _ U
tr
`o
I--- a ai
D�❑ C ' l O > U Q m -a7
C
I. ) eo
D❑�❑ 'S F- JZO UO <Z6 Iv Uyo NJ
C��-�D6;� ;k' 3- LV',J �-n 0
Ln
❑❑�D
20z � � Om w
" rn-a u D c
c o 'o
DDo o I_ rn a
/ / O O Z � 1-- N 3 y0 Co a.-D
Q � � wr, o 0 Ld E
In
D❑ 12 W Z W m F- w O p E
�cJ❑DD 4
❑❑)DD 1a
❑D DD N W �I
- - - - - - - - - - �,
m
w z
D
DD❑w - Z
/ \ / z
/ \ ID ID � o � DE E \ — / / \ \ M x Q LLJe a10
❑ ❑ ❑
\ /
O 0 O 0
❑ ❑
❑ ❑ D ❑�� I 1
- - — — — — — — — — — — - - - - - 1 - ❑D❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TMUST-QE
Q
fl
Off t,14tIJOBI9ITEfE z W
FOR��I�'SP G-TIONfArL
z
REAR ELEVATION W 0 a
3 Y- � m J
z w O- � N
w m W cn 4 J
" LEFT ELEVATION �� \� M� � s � Q � � � � o �
k �� T _ . F
_ W- Q w o
� Al:''to
I "I 1"l31v11
susMlT, H4NQE$TORiARPROV ORDER NUMBER . .- PAGE
K5`�mi5�,�
PRIOR TO PERFORMING WORK u.
I
I
FL
r
.. ., . . ., .. —:-"-.-:.....: ..:_-. :�z.z.-. .., ,.:. ,.. `,.;.i.:t ....::,�'hiJ.�.2�JI �' .-.tee-----•. „ -.�,u�7` 3 -
4. .. '�:=.3I�--_.E^'44?P! -+mY..'.R,'..'..`-'�-..;AS+Sr. :.TJ:r_•+r-.. -T t.... .� _•Tf£@P.,. sn. .+�•-., .. ...
Boom 3=1Z
i
(f) (1) r
1
• I
i
i
«a 11180-6, TIE STRAP OVER Ventilation & Indoor Air Quality Code(VIAQ - N
�
2x12 RAFTERS AT RIDGE Fan Specifications f OZ
a :
N_Lc., CONTINUOUS Bathrooms 50 CFM min. at.25 w.g. y, In
RIDGE VENT. ��
.xq i Laundry Rooms 50 CFM min. at.25 w.*481, 2x12 SPF BLOCKING. g'
'r" w
i
j ALTERNATE EACH SIDE OF RIDGE. Kitchen
i
100 CFM min. at.25 w.g.
JOB NOTCH FOR VENTILATION,
Whole House Fan &5-qO CFM at .25 w.g., 1.5 sones 4.M z
at 0.1 w.g. with manual and automatic controls.
All fan ducts: Insulate ducts to R-4 min,
D Single backdraft damper 4 ;'
:.
Terminate outside structure
i 0 Securely fastened and sealed with gaskets, IL Q w
mastics,or tapes installed in accordance with
the manufacturers specifications. : z u w
i
G Ducf tape is not permitted as a sealant on any ducts. a
W 1 is
i TVIEW
_.i. .r }is ril Q C
-�� _7 b fir• o v
12 ROOF BEAM
PER PLAN yy O A whole house ventilation system shall be provided b a'!.:
z `
ROOF COVERING BY OTHERS •7 S system that meets the Washington Ventilation & Indoor Air00
ro MII__ POLY- Q Z W W
ETHYLENE VA O 15*FELT BY OTHERS Quality Code. A label shall be affixed to the control that W Q Q
_ reads, "Whole House Ventilation(see operating 0 o°� o 0
I - BARRIER lN_I_ )
UNDER RAFTE *zoo-OSB, 15/32" OSB SHEATHING - O j
Instructions). 303 &304 0- I0p w z cn j
(SEE NOTE '2') ) �
*481, 2X12 SPF RAFTERS AT 24" O.G. _ Q
o m
*402-1`16, Ix6 PIN NIG INSULATIONLd
CEILING LINER i Y=w o
_ o
j ,I C2x FURRING N.I_C_ f-- 0 w
\\ N r 1. 1- ELp I
EN.iFR 5, m Q o
2 cn 0_ 0 >
� � \• Icy ' " 4 I B �j `' p � q w~ =f1 W O
C z
i
S �a I g 3 9y. ` 5% q6- 97. `76 o a ad
' Ly I 2 . / a JQ
/DD • /!7/. /(7 Q Z z W Ld
I OQ� [ifO
4 �\ �-I ; ' ZUw W
O I 8 „ E� OCKING Co Q UCif 0 U
ui i OB`NOTCr4 FOR VENTILATION.
ftl
OD_
U
3 I Y:
t- E
I
I I
(1) *421-C, Ix8 CEDAR FASCIA
i
j DOUBLE 2XFo TOI PLATES NIG, CONTINUOUS VENT STRIP
~
*462-C, lx6EPR- A SOFFIT LINER
{u I i 0 W RUN PERPENDICULAR To BEAMS
3o-C, I1/16" x S' BEVEL SIDING W Q i i
Ii� II IIi , IIi I Ii
p 4tL
. l2x FURRING N.LCJ
4 A, TYVEK -A
IL 23/32 T4G
*Imo-OSB, 15/32" )55 SHEATHING w STRAN OAR WIT
fL (�
REFER TO FLOOF OVERLAYS FORI153 ADHESIVE ' [0 '�O P
1=XTERIOR WALL _ FL1D CALLOUTS I ' - I ' t0 (oZ• �s• �:
ILI0 *481, 2x12 FLOOR I I I i U ltl ! I (pS• GG. b-7. �8 1
INTERIOR LINER F -R PLANS (a JOISTS 16" o.c. I ILO
0 p
6 MIL. f-OLYETHT ENE VAPOR I I 4 I 0
BARRIER BY OTI -RS (LVm
O 2x12 BLOCKING i
i .
NIG INSULATION E OTHERS co ~ STAGGERED I 0
OVER 5E,41"IS 8 I °�
1I I i DOUBLE BLOCKING
I
' NIG BASE TRIM - �
I I BELOW POSTS I 2 v es of
*414, 2x6 BOTTONLATE OV11St
�1�aC 2p S that � g I.
i L'laos In docUm rpved�F ,t. + o Of12
i
"481 2XI2 RIM JOI end ea�$ d t°a�'p v + '0., U ; o
2JL Glle ' � o ~ cn � E
YgUta > w z
I
*310-PRL, 3x6 PR SSURE TREATED PLATE w oz Ld
v z
o o
FOUNDATION BY c FHERS
.� •PII Q N r:� O -/ c E
W F, w U 2 0 I.
Zaf W m
tzf�x i`TI ._ _ s *-"s-'w�f.. ,n* _ w,•w I rwra+++r,axw,..,yr y j �.c Z N •3 0 c
,fir 2 L._ Ln O O
7z P WASHIPIiT'O"�kg
yr ' +,� .vac`n < r ry-J' .+:"s ¢ Z U o v` o E 7
i I SATE ENERGY:CODfv T ' � j ,'. ,3 0 Z W w y
{ m ^ L �--- U W C Z W m n L ,a2 O p t~ E
"£•rim , � Ompb __e�Method gPrescrlptive Path OptionIV L _ C N
i '' Heat 'i < � r f ,: t l = ,tr O n-
Type of F� i7 wt f cy r� � �FL�t2I C-' Qfl N C !
Glazing (windows, Includm, rJlas`s doors)tnaxlmum U.Factor' U', Itl 0 r�
- � } CROSS SECTION thru C-1 N M
' ' E Doors,U-:40 0l'less-.rsoliu 6nre woodor..,,Oq valent) „� u� SCALE I/2"=1'-m° w
F u�� � .. m
Wall-Insulation;R-21 � f� yam' , -` t'` Q I. CONCRETE WORKS (DESIGN and MATERIALS) BY OTHERS. _ >- Z
� Floor Insulation R 30 h + , 0 0 m
f1 �} 0
? Ceiling`Insulatiorr: R 38 ,`� SIab�InsUlatlon` R 10i _ �� 2. VAPOR BARRIER IS CONTINUOUS DYER BEAMS and PARTITIONS. "� Z n Z
0 WHERE JOINTS OCCUR OVERLAPPING WILL BE 6 MIN., x 3 w 0
Vaultrinsulation'R-30� � .� Sk li li 9axi 10" MAX_ and SEALED with nIB6-T POLYETHYLENE TAPE.
i 3 a ,� � Y Ft, mumyU-Factor
1{ f + E 3. IF CLEAR SPACE OVER INSULATION at BLOCKING IS LESS O N O 0 m
COm mentsSQt . , -* 2: r tea'l
ei � C ) THAN 2 , THEN GUT INSULATION to STOP at BLOCKING.
; � . _ : � .. ; � ;_?. �'_ '`;,�.> ,,;,,° " . �,' ; r �k;�' �r �•;. 4. ALL FOUNDATION DIMENSIONS TO BE PER LOCAL CODES.
j 5. WHEN PLANS ARE ON 11" x 11" SHEETS, REDUCE SCALE BY
HALF FOR PROPER DIMENSIONS.
_ Lc
o a t i ON 7 t� MUST BE o
I=t�F7I SITE o �o
OF? SP �T ION
5'-4 Z
I a� it p
f W O
f � Z
O m Q J
4Y, i K� W Q W z W Z
j i .WG O fY Q W tY O
:ui ,u3M17If1N1AIfGE� OR R R = fQ o V3 cn 0 � r
A,PIR OVAL
F�F'ftIOR TO AERFtjRIMING WORK
ORDER , NUMBER PAGE
i<s`e40154 a
II i
i I
I
M�
-- 'M +/e
N cp
i
D
14
• I .
Z
12
1 I w
j _(L
UJ
d) ip
!ZL
W `U 0
aa ' p C C � �r ►n �
►
z
00
O
"C 9-1-OSB, 23/32" T4G _l m Z Q
STRAND BOARD UNDER- w =
LA"rMENT W/ 0153 l wS. Y cw)
B �/ I `p ADHESIVE 00 Q j
/ I r0 JQ w 0 0
"41g, 2xl0 FLOOR ® m _d w O
JOISTS a I!�" o.c. � O Q >
0 ' i
*419-RL z:� OQ
2x10 BLOCKING p
i
0`� \ �\ / / I / / I I STAGGERED R� 12 `1 C� �Z LijZ w W
/ / I OVER J3EA-MS, Z 00 Q� W p
_ / I / I I DOUBLE BLOCKING 4 W Z> � I j
/ I BELOW POSTS )-af O w W
0]Q 0 U
C-
Vf i
i 13
/ OET FLOOR BEAMS
� w
PER PLAN
o fL
I � I
I
/ I
IL J
n
� I
I
/ / I I I
I i • I I I / I I 8e4
�l 1.
wow
Z F• z
ILd
� O T '
Ila / N � wz ao
I O c
O L) Q c
1- W O U
u Q o 1
W CJ H
fz o O m C a u o F
/ O O Z w F' to '0 0 0
awozP- u'o La m�
o _
IL I I ' w � zwmo L v, _o o � E
/ /
no I / / I - -
to Z 0U d U] Q '- C o_.N 2- i
D F-
N
N
W
N m j
i = 1L i I / I I Ci�OSS SECTION thru C-2 _ �-
o r / Z
W m
SCALE 1/2"=I'-O" (�
LLI
I 0 N (f) 0 r<1 LY
I I Ii
j ' I I / I I •
/ I I
I I
I
THE F Y tMU&T-7BE z
r
-fob 0 l%M-SITE z
1 a rl o
i
P�aaTION � ul
A.
Im
i-
i
F. �• , lam. W � O cn
� . .SU,' I
j�+j N��''�[�
OVAL O " _m (L cn Q J
/!�' �.i�::JR4f W W W z
SUBMIT CHANGES FOR A 0 Q In W (y- O w
P
ff
I
WORK L O
PRIOR TO PERFORMING Q '
i
_�' to' o ` i7: to
ORDER NUMBER PAGE
i K5 40154 10
i
1 I
}
I', I
i I I
,
i
39Vcl H3evgnN� N302i0o1_Nomd
p InrriLUv
� banuie9n so Hi
b m
c -4 fil Z
p � � ; MOO 31d1S NOIJNINSVM
_ 1N3uuno llt/133W 1SfllN y
C „Y-IS
!
I mm N01103dSNI a03
3�1�1t5ABQJ• �N"6�A o
fl 1S[1m Sol"A'A tAL
381Si�1�!!1 SRIt1ld 3a3M�-
• I j .
I II
i I I
I I '
I '
v �, ' v �, v N. a
D X
p m x Z ti
I
Z U' Z I
cu
z m
ri
m N
- nllil N0110-:35 SSO�i:D m o
3 � a o rn ? O m m Z P m
I m pnz � cy p I I !
o o a N cm,m Z O
I o• p o �• m Z '
m c o m`o F Z O
d o 7 y' A 1 I
n rn <
i o c m o O x N m DD�
3 ' o_
1 m � H:�� :Z o
r N a m z 00 O rnCID
•-I I c' I
cra a m < Z -
o - o
O v ., ".�Z Z Z � m
I
o a N m A
I Ea co
o o m
CDZ m
I, ! (A O -10
A I I
I I
-u r�
�o
_ I
p0 ILDuj
(_ D
0.
rn n, _ r-I Qi
0r-
I
-n
ftl I I -+
n I I I
A
-. .. ^
n v �unDCA
c *i r m O �-c
<n <z
X mz � o is
m o m D 0 -u
D
D Z�O G) Nb`7d zl�d zl3�Nb N �j 6; ut
O z
< D
O rn -u=gym 0 I a
v <D O 4 f 1T 0 \ I I (1
om= o
� �
= mom
> z o o ' I r
m
v v W0O D )u
D mi -A m-
m m z�� o
• t�
I
I. FDO
I
•► „• Y �. 0 � �
m ! j
-=t
N
I I
X H tr
m i
i z
sl ,
I
I _
I
cu
II
II
s 1/2" I IAX. ) 1 )
611ARDRAII_ / HANDRAIL NOTES )- - -
N1 F `1y�`
N
Dimensions shown For riser heights have bccn lllcde.LlrcL.A
Jc�l: l f kK NLAI� .I
i to the nearest 1/16". Contractor to ensure equal riser
heights when constructing individual stair runs. DOUBLE JOIST
1501-C, INTERIOR BALUSTER
Guardrail on open side with minimum height of 34" - 38" SHEATHING PER PLAN
r *502-C, 4x4 POST
j iabove nose of treads. Maximum size of openings in guardrail AT 6'-o" O.G. MAX. '
i hall not permit a 4" diameter sphere to pass through. (2) "180-3, FRAMING
s
. ll "413-C, 2x4 ANCHORS at EACH
The top or handrails and handrail extensions shall "413-C, 2x4 RAIL SIDE OF STRINGER '
be- placed not less than 34 inches (86 4mm) or more if) STIFFENER
than 38 inches (965 min) above nosing 1_
of treads and ��AMP , TYPICAL �n[ "412, 2x4 BLOCKING
/ 1 Z "
BETWEEN SYRINGE S O
_ R
- x ARRIAGE / I -
landings. Handrails shall be continuous the full length HANDRAIL Z
of the stairs and at least one handrail shall extend in BOLTS PER POST c"N.I.C.)
SUPPORT IT
R N.I.G., 5/811, TYPE "X
the, "
direction of the stair not less than 12 inches O / I W
(3) "rI69, Sd CzALV. GYPSUM BOARD CONTRACTOR TO / I af
(305 mm) beyond the top riser nor less than 12 inches 1G FINISH NAILS AT BOTTOM - ` VERIFY DIMENSIONS /
i beyond (305 min ) the bottom riser_ Ends shall be
OF EACH 24 AND 1515, Ixl2 TREAD PRIOR TO 1`R.4MINC.
returned or shall terminate in newel posts or safety I (2J *169 Al TOP _ _ L'
' "520, Ix8 RISER
term Ina Is. _ _ L /
3. 1/2" MAX, _ �' / p_
i The hand grip portion of handrails shall not be less a
g p p I. I/2 TO 2 IIle . I/2 MIN. <( _ r F
than I I/4 inches (32 min) nor more than 2 inches
(51 mm) in cross-sectional dimension or the shape qI_ _ _ _ / /(� 3'-0 I/2
shall provide an equivalent gripping surface. The / / I MIN_ �f Q ICI '�II
handgrip portion of handrails shall have a smooth z (� (e ; ;9
surface with h no sharp corners_ /
i I
Ld
Handrails projecting from a wall shall have a space of III ZI� / 10'-10" / II" 4i)
not less than L 1/2 Inches (3B mm ) between the wa l l 11 O _ � i n
and the handrail. -XAMPLE
/ m !
0481, 2x12 STRINGER /
NOTCH STRINGERS / /
TYPICAL r (JOB NOTCHED PER RUN) FOR 2x LEDGER. SCREW / Z'
HANDRAIL n LEDGER TO RIM JOIST. / IU / OLD
/
z / / r< Z W W
SUPPORT / 4 / / W I- I--
4IANDRAI� XAMP��S " DETAIL O� CUAi`OR,41� - ' I / /
II. * OONN1=CT I ON TOP Z
* These are two examples of handrails -A
SCALE I/2" _ 'I'-0" pASST900 - of that comply with the code. Handrail SCALE I/2" = I'-0" -
material is by others. F_ / w
pASST903 - 01 SCALE I" - I'-o pASST3ol - 01 / u� 1/1 _
0 / = loll A Y=wo
f
s o~ Q>
11413-C, 2X4 CEDAR RAIL I �� / J I-a O 0
° GAP AND NAILER I n / m=� O o
q / 37 0 _ o w tad w �
502-C, 4X4 RAIL POST, / :3 iI_ O~ p_ i
NDTCH I I/2" TO FIT I I F II - IL p z Z
ON 2X10 SKIRT BOARD 66-
C 0 Z O p
! I
W
i N.I.C., 5/8", TYPE "X" I / / Z W W
/. / B 1tl I-
o z° Qw w . . O
i
GYPSUM BOARD I I / z
nwow
0 W O
0412, 2x4 BLOCKING I G / ~
- _ BETWEEN STRINGERS
*515, IX12 OSB TREAD - I 515, 3'-0 I/2
I (NET I THICKNI=Ss) Ixl2 TREAD
MIN. ^�l
�1!
"501-C, 2x2 BALUSTER
I
INTERIOR LINER PER PLAN - - - 1520, Ix8 RISER
I - I "527 1.1/2" x 10.1/2" SKIRT BOARD
*511, 3/4"x10.1/2" SKIRT BOARD
I
j 0412-C, lx6 CEDAR TRIM
(3) 0481, JOB CUT STRINGER
Ct
11 10 1'•
I � *414, 2x6 FILLER - "414, 2x6 FILLER V
SLOPED PARTITION
PARTITION PER PLAN I BELOW RAILING '
I +1481, 2x12 STRINGER
(JOB NOTCHEF- PER RUN) I .......... !.,
Ct
-Oil io
(4
3' 3 r-4 .
STAIR SECTION - OPEN 1 SIDS
D1 NECTION MIDSPAN STAIR CROSS SECTION
SCALE I" = 1'-0"
DAS5T102 - of
SCALE I" = I'-oil a_
0
DASST302 - of SCALE I/2" = I'-0" DASST003 - 01 w z
tz
>Lj
- 5 o
� Fx o._ v
W = Z ZZF : o , U
j N.LG., 5/8" TYPE "X `W' rz-n o o
0
GYPSUM BO/`RD > Jo = w C u 8' W J I--• W U O N
ci
I - - Z fn O m N C
*515, Ix12TREAD a � czco o o �, o -
O O Z W
i ' - -
MAIN 1 �ASEMkT1T STAIR MATERIALS / QIIANTITIE9 W � Z E m o L o o E
* U to inzL) au=ia ~ _ s E.L.
(3) 481, 2x12 STRINGERS _ C
(JOB NOTCHED PER RUN)
"515, IX12 OSB TREAD - PART D�BCRIPTION C
(NET I" THICKNESS)
Ld
0481 2x12 STRINGERS 6 a 16'-0" _
"520, Ix8 RISER "515 Ixl2 TREADS 28 PG N W
INTERIOR LINER PER PLAN - - -
0412, 2x4 F3LOCKING 0520 Ix8 RISERS 30 PC M
BETWEEN STRINGERS "414 2x6 BLOCKING 80 LF �i Z
0412 2x4 BLOCKING 32 LF = >'
"511, 3/4"xlo.1/2" SKIRT BOARD - _ (2) "180-3, FRAMING - �
� ANCHORS at E:AG "-180-3 A-34 CONNECTORS 2�4 PG � •'� � Z �?
It "511 3/4x10.1/2 SKIRT BOARD 3 16'-01, m Z rn
SIDE OF STRINGER - z x. w rn
(3) "481, JOB CUT STRINGER I "52� 1.1/2x10.1/2 SKIRT BOARD 1 16 -0 c� - Q Q H Q
0414 2x6 "412-C Ix6 CEDAR TRIM 16 LF 0
d
"414, 2x6 FILLER -► BLOCKING DASST601-01
PARTITION PER PLAN
i
- fI IESE PLANS MUST Bf:. z
THESE_(p11dNS�11fIU'�
I 6 I 6 ON THt,J .
b'8: t&j �
uI
Q
EO Q
3 0 JOIST PER PLAN R INSPECTION i
z
I'MUST MEEllARIGURRIPNT w -4 o � N
IIINGTON1STATE'0 0ES Z
WAS I m
3 -3 SHEATHING PER PLAN Z
O (L W Z W z
W p �
STAIR S)=CT I ON - UJAL I_ BOTH S I D S -�- S �►��A���GIZZiE
m o � o I-
C CONNECTION '� BOT I OM ,„�{@,�?IT9HANGES FOR APPROVA
DASST101 - 01 L
P1110 TR PERFORMING WORK
SCALE I" = 1'-0" DASST303 - of ORDER . NUMBER PAGE
K5 40154 12
i
I
II
,.. ..,;.r..._.
i
09PO-6, 51MP5ON TIE STRAP (L5TA15) PITCH UIEDGE PART " RIpGjHM0I-P PART 0
j RIDGE VENT PER PLAN 1I/2 OVER RAFTERS AT RIDGE
I
SHEATHING PER PLAN N '
i CLEAR 3/12 JOB CUT FROM 1*412 JOB CUT FROM 0412 z
0
'. SHEATHING PER PLAN
4/12
5/12 JOB CUT FROM 0412 JOB CUT FROM *1 412 �
i
i
i
I 6/12 "(21 "622
RANDOM LENGTH SOLID BLOCKING
AFTERS. ALTERNATE LINER PER PLAN '
BETWEENR JO / -1/12 JOB GUT FROM "623 JOB GUT FROM "624 i.
EACH SIDE OF RIDGE. B
NOTCH FOR vENTILATION. / ~
IM
8/12 41623 "'624 663 -C, CEDAR TR
' III
9/12 JOB CUT FROM 0614 JOB CUT FROM "615
j SEE SCHEDULE FOR RIDGEMOLD, USE _ II
10/12 JOB CUT FROM "614 JOB CUT FROM "6 15 Q } 12
' 6 . SINKER NAILS � 12" O.G. I— SEE WEDGE SCHEDULE, USE - � llJ 1Y � � � �-
l d EG
EACH SIDE STAGGERED I— "615 AT E G. SINKERS
12/12 "614 AT 12" O.G. W 0
0 \
4i
"63�
19 Q
o6 635-C, CEDAR TRIM
19/12
ROOF LINER PER PLAN C C d n
p
I ROOF BEAM PER PL
AN CIF APPLICABLE) 635-C, CEDAR TRIM (IF APPLICABLE)
NOTE IF WEDGE IS USED WITH A PLANK BEAM PER PLAN
i ROOF SYSTEM, THEN THE WEDGE AND RIDGEMOLD
MATERIAL WILL BE EXPOSED GRADE. THE PART NUMBER o 0
WILL "AVE AN "FE" pESIGNATION. ie- 618-FE r� w
p�m O G !
UJ1�C ICI-1I�U� 1-IIC- W PITCW 1�001= �'O B �1VI ,4�" F�" Si=I� ICE (�I/12 �'O 12/12 ) -'- <
1--1 IC- 1-4 P I�C1-I I I�C � CONNIr C�"I ON wlth ��AM C-1/12 TO 12/12 � � °°z _
° DL1RI620-01 WEDGESGN SCALE I" = I'-0" DLIRI622 01 w
Y w
SCALE I" = I'-0"
OF Qw
0E- ILp 0
j m2c� p >
O
:.. ! ROOF SHEATHING PER PLAN EXTEND WALL SHEATHING z z o
j I TO BOTTOM OF LEDGER p Q
Lu
SHEATHING PER PLAN Q z Z w
.�
i I 2x FIRE BLOCKING ~C) Q W 0
wz>
V)
, i
fn
>-ffow W
VALLEY FLASHING (N.1,C.)
i II VENT PER PLAN I/3 � I/_ 3� I/3
1 i OVERLAP 2x RAFTERS AND NAIL 1 vs
i W/ (4) 16d E.G. SINKERS.
Dr,
SOLID, RANDOM LENGTH 2x
i I BLOCKING BETWEEN RAFTERS.
VENTILATION ALTERNATE FAGH SIDE= OF BEAM _
ROOF LINER PER PLAN
JOB NOTCH FOR _ Fii•i
/ = � LINER PER PLAN"419-RL, 2XIO LEDGER —
636-G, CEDAR TRIM � I
— ct
635-G, CEDAR TRIM
J05 NOTCH SOLID SLOCKINCz . . —
2x RAFTERS I TO ALLOLLI FOR VENTILATION -- SEE WEDGE SCHEDULE, USE
I
SEE WEDGE SCHEDULE, USE 16d — PER PLAN 16d E.G- SINKERS
i E�x. SINKER NAILS at 12" o.c. "60-250 HANGER
EACH SIDE STAGGERED \�
I 635-C, CEDAR TRIM BEAM PER PLAN
JOB BEVEL 2xro LEDGER
j ROOF BEAM PER PLAN 2x FIRE BLOCKIN
---
BOARD with, 16d GALV. G
I CASING NAILS at 6" o.c. (AS REQUIRED) �1
INTERIOR LINER PER PLAN
BLOCK �"�I ,41~'1 a t ���t 6FL I CE C 3/12 TO 6/12 � �
}-IICN TO LOI�J i�ITCI-4 CN�4NC CONNECTION CI_ i� ST01;� CONNECTION VENT B� U 1- e_-L-� r7j�14O 001= �'O350
PLIR1510 OI SCALE I" = I -0 DLIRIroI0 - Ol SCALE I" = 1'-0" VENTBLK SCAL DLIRI642 01. _Ekf o m
aJGA1 E I - I'-0 > In —
w � zzz -0 C" WZF.
412, 2x4 OUTLOOKER LAID FLAT o J o o Z �; o N J
a c� oz v
j ROOF 3HEATNINCz PER PLAN o = w o u o
- W J F— W U •Y1 ` C U
j . " a 412, 2x2NAILER z � � oor ` c 0 c o 0
O rn u o c
O D Z W N 3 o 0-0
N.I.C. FELT / DRIP EDG3= FI-ASHIN(i (N.I.C-) w C. z w m o L .y o 0 4 E
45
E z. o o
zto �- wwa�. c E m
uWizC-) [L V=ia ~ .
/ I.I. � .. �
100-05B, 05B SHEATHING
"414-2x6 r •
2X12 RAFTERS AT 24" O.C. ,_ "421-C, Ix8 FASCIA N W
\ W
N.I.G. INSULATION /
w r Z
/ I V) m u
(3) I" VENT HOLES WITH I
414 2x6 DOUBLE TOP PLATE "414-2x6 SCREENS (N.I.C-) IN EACH m Z Z
1� I RAFTER BAY x Q Q n
i
SOFFIT LINER PER P O N p 0 p
LAN
I �
LINER PER PLAN
iI EXTERIOR SIDING PER PLAN
- TIIFSE PLANS Il71ISy F]E=
421-G, Ix8 CEDAR FASCIA INTERIOR LINER PER PLAN C3F1 fIlE.1L>63 SIj"E_
N.I.C. CONTINUOUS VENT STRIP
ROOF BELOW (IF APPLICABLE THES�..f_ I
�P�.ANS N�USTjB�
i I ON THE JOB �ITE
> - FOR INSPtCTION
t�
73
W
699-G, 3/8 CEDAR 5OFFIT LINER
011
TWA F� .1�Y���T�! �tQbES w ui o d)
j 3 p m
o m p_ z J
w Q W i W �1 W O
. IA G{E F �APPROVAL _
S U�I�I
Eli i p '`b IfO�P�RFNRN ING WORK 2 14 p U1 O
BLE WALL and RAFTER
OR
DER NUMBER
K5 4015 PAGE
13
I
1
. ar�
I
' I
I
! "'180-2, SIMPSON "ST2215 *780-2, SIMPSON 05t2215 JOB GUT 2x12 PEAK RAFTERS
STRAP at FLOOR BEAM NAILED with IC�d GxALV. BOX
STRAP at FLOOR BEAM RIDGE VENT PER PLAN
I ONLY CLAP WEDGE 2'-m" ONLY (LAP WEDGE 2'-0"
at ROOF) at ROOF) 1.112"
CLEAR
BEAM PER PLAN EQUAL SIZE BEAMS BEAMS PER PLAN
PER PLAN
O
VALLEY FLASHING, CN-I.CJ j
/ ROOF SHEATHING PER PLAN
INSULATION PER PLAN.
*-150-4, CONNECTOR I �18m-4 I \ \ � (FILL ALL VOIDS w/ INSULATION)
, CONNECTOR * NOTCH-GUT LOW PITCH RIDGEMOLD �
\ \EACH SIDE at EXPOSED 180-4, CONNECTOR FOR RAFTERS TO SIT IN \ \ SOLID, RANDOM LENGTH Q
i EACH SIDE at EXPOSED 2x BLOCKING BETWEEN
POST and BEAM, IN i EACH SIDE at EXPOSED RAFTERS. ALTERNATE
POST and BEAM, IN \
' PARTITIONS PARALLEL POST and BEAM, IN
PARTITIONS PARALLEL Sp��C PARTITIONS PARALLEL - EACH SIDE OF RIDGE. JOB I�I1
TO MODULE, or IF TO MODULE, or IF E NOTCH FOR VENTILATION. Q Q
GABLE WINDOWS ARE GABLE WINDOWS ARE at C�NrF�CURs TO MODULE, or IF SEE SCHEDULE FOR RIDGEMOLD, USE
r ' I j cw
16d E.G. SINKER NAILS at 12" o_c. -I
i PRESENT. OTHERWISE Sp� CE PRESENT. OTHERWISE op Imps��NF GABLE WINDOWS ARE EACH SIDE STAGGERED — � I z > u
EXTEND STUDS TO at C CC PRESENT. OTHERWISE
TOP OF BEAM. ENrF UPS EXTEND STUDS TO I�
0 R�tNE TOP OF BEAM_ EXTEND STUDS TO I
PpSr TOP OF BEAM. �4
NOTE-
(2) "189, 3/8",P x 3" LAG ROOF LINER PER PLAN . Q
! (2) *189, 3/8"o x 3" LAG USE THIS CONNECTION ROOF BEAM PER PLAN OF APPLICABLE) 0
t C w A
SCREWS at EACH (2) n59, 3/5"m x 3" LAG m
' SCREWS at EACH WHEN BEAM DEPTH
CONNECTOR SCREWS at EACH
CONNECTOR 635-G, CEDAR TRIM CIF APPLIGABLE)�
DIFFERENCE IS LESS CONNECTOR
POST PER PLAN THAN 4". (NOTCH
POST PER PLAN Z
POST NOT BEAM) POST PER PLAN o O
? QZ W W
POST TO 5EAM CONNECTION AL 5EAM SFL ICE 8�,41'-I Si��ICE CONN�1:�tION ��W Q Q
,� - oom o ❑
-
NIW 1='fTC�-I RIDGE CONN�CTfON with O ;
NE LOW FITCH DORM �� �,
SCALE 1" = I'-m" DLIR25mID - J5 SCALE 1" = I'-m" DLIR25ml 95 � SCALE 1" = I'-m" D ��
25®2 - 95 SCALE I" _ m Z=
PLIR1911 01 W
Y2W❑ 'I ,
U I-- Q W
O� W O ❑
m=Ln(if W
L. Ld �Q W 0
U
I- p IL
RIDGE VENT PER C�� OZ PLAN Z Z❑ �.
Z f)� Q 0O,'
JOB GUT 2x12 PEAK RAFTERS Q z LLI p `� W
NAILED with , 16d GALV. BOX U ZLLJ
i
I
Z U I-W w O
Q
I- I
} m 0 W W Z)
LI/2" x�Sm_F, SIMPSON TIE STRAP
1 I
CLEAR ILSTAI5J m Q Uof
i
OVER RAFTERS at SPLICE
ROOF SHEATHING PER PLAN
VALLEY FLASHING (N.I.C.)
50L ID, RANDOM LENGTH t -INSULATION PER PLAN. �� 2x BLOCKING BETWEEN(FILL ALL VOIDS w/ INSULATION) RAFTERS. ALTERNATE T� 1
— EACH SIDE OF RIDGE. JOB CV
NOTCH FOR VENTILATION.
SEE SCHEDULE FOR RIDGEMOLD, USE
16d E.G. SINKER NAILS at 12" o,c_ T `
EACH SIDE STAGGERED V
ROOF LINER PER PLAN �•/
I ROOF BEAM PER PLAN (IF APPLICABLE) r '�
163° C:, CEDAR TRIM (IF APPLICABLE) -� I
IIC N fi�fTCl-I i�IDC CONNECTION with Tw0_LOW F'ITCN DORMERS
DLIR1910 - of _
w
o Q oLi CD
` I
Z o N
(3
ir w Z � 0 •N m c v I
F
In 2 W Z '_
p
p Z ¢ a) ; 20
¢ JUpZZ v 3 � -'
C _3 'O C
O
i - Z Z O J rn-0 U -0 c
N
O
c0 Z
I,_ U Oo U2OU -W W CL o cE
W o t
W E
In Z U W n vi
-'
-
0-
-N 2
c m
w
W Z
V) m O N
!
Z Z I ..
(� = Q I Q
3 � w 0
,
THESE PLANS MUST 912
01111 RLAM MUST BE I
z
FOR" iQN,TH91JOQ SITE p
FOR INSPtCTION p p
k = w
I
ODES w .1 .
NY0�1 STATE w �-
W�fA� -s C O Z
P �.. LL. LLJ yL
�� �� Q W z
I ;IJ O (Y Ln 4 w (Y O ~
SUdI 1 CHANGES FOR APPROVAL 2 lQ ❑ . (� IS :2 iu
PRIOR�f0'PERFGRMING WORI(
ORDER. NUMBER PAGE
K5 40154 14
I
I
I