HomeMy WebLinkAboutB09-0210 Insulation PlansCONSTRUCTION SE]
DATE OCT 2 0 2009'
• THIS PROPOSAL IS BASED ON THE INFORMATION FURNISHED TO BIG SKY
INSULATIONS, INC. YOU MUST CHECK COMPLIANCE WITH YOUR LOCAL CODES
AND CONDITIONS,
• BIG SKY INSULATIONS, INC'S SHOP DRAWINGS ARE FOR ILLUSTRATION PURPOSES
AND PANEL ASSEMBLY., SUCH DRAWINGS ARE NOT,rO BE CONSIDERED AS
REPLACEMENT FOR THE EXPERTISE OF AN ARCHITEC"T OR ENGINEER, NOR THEIR
DRAWINGS. THESE DRAWINGS EXCLUDE ANY DES111-IGN OF SITE. FOUNDATION,
I
MECHANICAL, Ell-ECTRICAL OR PLUMBING.
BIG SKY INSULATIONS, INC MAKE Z'S EVERY EFFORT'TO SUPPLY COMPLETE PANEL
LA YOUT DRAWINGS FROMTHE ORIGINAL ARCHITECTURAL AND / OR STRUC'I'URAL
DRAWINGS PROVIDED TO US. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR
OWNER TO CHECK AND VERIFY ALL DIMENSIONS, NOTES AND DETAILS ON THE
PANEL DRAWINGS FOR COMPATIBILITY WITH THE ARCHITECTURALS AND OTHER
CONS U LTANTS' DRAWINGS AND EXISTING CONDITIONS PRIOR TO COMMENCEMENT
OF WORK.
• SHOULD ANY DIS.."CREPANCIES OR OMISSIONS BE FOUND, THE
CONTRACTOR OR OWNER MUST NOTIFY A BING SKY INSULATION, INC.
REPRE-SENTATIVE (IN WRIIIII.-ING). AS SOON POSSIBLE SO THAT CORRECTIVIONS CAN
BE MADE BEFORE PANELS BEGIN FABRICATION.
• THE CONTRACTOR OR OWNER SHALL NOTIFY BIG SKY INSULATIONS, INC. "IN
WRIT411ING) OF ANY CHANGES T 0 THE SITE AND FIELD CONDITION WHICH MAY AFFECT
THE PANELS, PRIOR TO THE START OF PANEL IFABRICATION.
• IT IS THE CONTRACTOR OR OWNER'S RESPONSIBILITY TO PROVIDE A LEVEL AND
SQUARE FOUNDATION TO ENSURE A GOOD FIT OIFF THE R-CON-It'ROL PANELS.
BIG SKY INSULATION, INC, DOES NOT ASSUME RESPONSIBig-L'ITY FOR ANY %%-,po RIANCES
IPROM Ti HE F10"NAL SIGNED PANEL DRAWING AND SPECIFICATIONS OR ADJUSTMENTS
REQUIRED RESUIL TING FROM THE CONDITIONS ENCOUNTERED ON THE JOB SITE.
R�
• THE DETAILS ON THE DRAWINGS MAY NOT BE ALL INCLUSIVE. PANELS MUST BE
INSTALLED PER AFM R-CONTROL CONSTRUCTION MANUAL. PLEASE REFllE----R TO THE
MANUAL DURING INSTALLATION.
• NOTE: ALL DIMENSIONAL LUMBER & HEADERS TO BE SUPPLIED BY OTHERS
(UNLESS NOTED OTHERWISE ON PLAN'). REQUIRED SUPPORT BEAMS, COLUMNS,
DIMENSIONAL LUMBER AND HEADERS NOTED MUST BE DESIGNED AND SUPPLIED BY
OTHERS.
• ALL FIELD CUTS, INCLUDING ELECTRICAL AND PLUMBING CHASES, MUST BE IN
ACCORDANCE WITH THE R f-'-ONTROL CONSTRUCTION MANUAL, OR PRE
APPROVED BY BIG SKY INSULAT'll"ONS, INC.
• THE OWNER I BUILDER MUST VERIFY PANEL LAYOU'll'AND PANEL SIZES. AN"ll"
CHANGES MUST BE IN WRITING, AND SUBJECT TO BIG SKY INSULATIONS, INC.
APPROVAL.
• BIG SKY INSULAT11ONS, INC. ACCIE-PTS NO RESPONSIBILITY FOR CONSTRUCTION,
ARCHITECTURE, OR ENGINEERING.
• ALL. ELEv TIONS DRAWN ARE VIEWED FROM THE EXTERIOR UNLESS OTHERWISE
NOTED.
• BY USE 01F'THESE DOCUMENTS, THE OWNER AND THE CONTRACTOR ACKNOWLEDGE
THEY HAVE REVIEWED THEM AND ARE IN AGREEMENT WITH THEIR CONTENT.
BUILD 2.0
SHEE-1-11-1 TITLE
SHEE-11117-2 FIRSTFLOORM N
SHEE"fil-3
SECONDFLOORPi N
F-11
ROOF LIVE LOAD
c
0
PSF
"HEET-4
WALLD- OUT
WAL-LS
ROOF DEAD LOAD-
LOCATION -
PSF
SHEE'llr-5
WALL LAYOUT CON —1.
1 /1
WI,NDLOAD---
90
F�
SHEET-6
SECTIONS AND PSL CONNECTION
GARAGE
EXPOSURE
5 1/29%,
SHEET-7
DETAILS
FLOOR LIVE LOAD
40
DESIGN VALUES
ELEVATION
ROOF PLANE
F-11
ROOF LIVE LOAD
c
0
PSF
WIDTH
WIDTH
WAL-LS
ROOF DEAD LOAD-
LOCATION -
PSF
PANEL NUMBELER
61/2
1 /1
WI,NDLOAD---
90
F�
PANEL
---MPH
GARAGE
EXPOSURE
5 1/29%,
7/16011
cy)
FLOOR LIVE LOAD
40
PSF
12
—
ON
SEISMIC C11111-i S-----—
-H? ?
&
PANEL NOTES:
ROOF PLANE
WALLNUMBER
OSB
c
0
THICKNESS
WIDTH
WIDTH
WAL-LS
WALL
LOCATION -
WILL
PANEL NUMBELER
61/2
1 /1
7/16
r4
W01-04-
F�
PANEL
IDEN-111FICATION
GARAGE
all" 112
5 1/29%,
7/16011
cy)
ROOF
• WHEN PANEL JOINTS ARE
12
ON
--oflc
-H? ?
&
xPPP*�
ROOF
PITCH
PANEL NOTES:
PANEL
EPS CORE
OSB
c
0
THICKNESS
WIDTH
WIDTH
WAL-LS
��Nlnoivs��
ALL INSULATED HEADERS
WILL
HOUSE
61/2
1 /1
7/16
APPROPRIATE
LENGTHS.
-.5; A
d)
GARAGE
all" 112
5 1/29%,
7/16011
cy)
ROOF
• WHEN PANEL JOINTS ARE
INDICATED
ON
THE
ELEVATIONS,
Z
10 E
Nil
TO THEIR DETAILS
Nfibk
1-4111
OD
GARAGE
N 1
NIfik
Niliotlk
t0k
c�
PANEL NOTES:
ROOF ELECTRICAL CHASES
ARE TYP. 2FROM EDGE OFI`�%NEL-
c
0
0-1-amsm
��Nlnoivs��
ALL INSULATED HEADERS
WILL
NEED
TO
BE FIELD
CUT TO
APPROPRIATE
LENGTHS.
WITH A BLUE LINIEt
d)
APPROXIMATELY 2"'
LONG
ON THE
cy)
z
• WHEN PANEL JOINTS ARE
INDICATED
ON
THE
ELEVATIONS,
Z
Pl.-EASE REFER
TO THEIR DETAILS
OD
>1
0
OD
:3
0-
ox
0�
0
0
c�
cy
0
0
wt,
FOR APPLICATION.
C4
z
4)
(53
r
to
• ALI- HEADERS ARIE SET AT V-10
5/8" FROM
vi
THE BOT'll'OM
OF
PANEL UNLESS
NOTED
loo
(o
2 (D
op
0 c�
OTHERWISE.
000
U:7 N
4),--,
> (y)
q
a HORIZONTAL k LL ELECTRICAL CHASES ARE LOCATED 14" AND 42".
•
ROOF ELECTRICAL CHASES
ARE TYP. 2FROM EDGE OFI`�%NEL-
c
0
0-1-amsm
��Nlnoivs��
x
•
ELECTRICAL
CHASES
ARE MARKED
WITH A BLUE LINIEt
d)
APPROXIMATELY 2"'
LONG
ON THE
cy)
z
OD
INSIDE EDGE
OF PANELS
Z
OD
co
OD
>1
0
OD
:3
0-
ox
0�
0
0
6 SKY INSULAMINS, INC-
DRAWN BY. RYAN
DRAWING PLOT
DATE: 941-09
REVISED:
c
0
0-1-amsm
��Nlnoivs��
x
(vdJ
co
z
d)
cy)
OD
W
Z
OD
co
OD
>1
0
OD
:3
0-
ox
0�
0
0
c�
cy
0
0
wt,
zo mm
o
C4
z
4)
(53
r
to
vi
Lo
loo
(o
2 (D
op
0 c�
000
U:7 N
4),--,
> (y)
q
DRAWN BY. RYAN
DRAWING PLOT
DATE: 941-09
REVISED:
'--BSI HEADER DEPTH
HEADER: 11 JL,/411 x
UJ 0
.j
0.
'REVISION POLICY =)
cl
BIG SKY INSULATION, INIC.%o. UNDERSTANDS
THAT SOME PROJECTS MA V. REQUIRE
ALTERATIONS, WE WILL DO OUR BEST TO >
ACCOMMODATE YOUR CHANGES AND
OR ADJUSTMENTS. EACH CUSTOMER Town of Vail
INITIATED CHANGE TO SHOP DRAWINGS OFFICE COPY
MAY RESULT IN A PRODUCT COST B'Si PROJECT NO:
REVIEW AND ADDITIONAL CHARGES MAY 50427
BE APPLIED. CHANGES MAY AFFECT THtE.. E C E 0 V, E, MOO
DELIVERY DATE. D
JAN 0 7 2010
TOWN OF VAIL
0
0-1-amsm
��Nlnoivs��
'--BSI HEADER DEPTH
HEADER: 11 JL,/411 x
UJ 0
.j
0.
'REVISION POLICY =)
cl
BIG SKY INSULATION, INIC.%o. UNDERSTANDS
THAT SOME PROJECTS MA V. REQUIRE
ALTERATIONS, WE WILL DO OUR BEST TO >
ACCOMMODATE YOUR CHANGES AND
OR ADJUSTMENTS. EACH CUSTOMER Town of Vail
INITIATED CHANGE TO SHOP DRAWINGS OFFICE COPY
MAY RESULT IN A PRODUCT COST B'Si PROJECT NO:
REVIEW AND ADDITIONAL CHARGES MAY 50427
BE APPLIED. CHANGES MAY AFFECT THtE.. E C E 0 V, E, MOO
DELIVERY DATE. D
JAN 0 7 2010
TOWN OF VAIL
0
!7A
'1
-0
2V V 17 -0" 6'- 4 E-i'- 2
1 1
U2 B3 B4 U5
Al (A2) A3 U4
vs
FIRST FLOOR PLAN
�0"
if j
Dj-
-
C
'1
-0
2V V 17 -0" 6'- 4 E-i'- 2
1 1
U2 B3 B4 U5
Al (A2) A3 U4
vs
FIRST FLOOR PLAN
�0"
CIJ
X�
=
�
, , 18'-2"
'-7
U3 U4
U2 U3
�
!
co
!
_
�
�z
|
rv |
|
__ ___
SECOND FLOOR PLAN
1/,Vo = 1" — o"
m
Dj-
-
�
, , 18'-2"
'-7
U3 U4
U2 U3
�
!
co
!
_
�
�z
|
rv |
|
__ ___
SECOND FLOOR PLAN
1/,Vo = 1" — o"
03
Lo
2$-2$s
HEADERS IN FLOOR SYSTEM
4$-2%$# 7F-9)k
2t-OF) 21-Oft
.3' -9,t
16'-11Y8"
W7-9
15P-7Y8 Ir I
TYP
0 CL
W7--j W'-'- 2
II
CL Ei
I g >_ it I
F__ LL Ti
11F
I r I I I 11
I1 ICI W7-3
L L - - - -
IL - -_ - - -
r
j c IL
8)-10)1 11 7 11 7/8-F PSL V-6191
778� P L
8'- 02"
71I I
(lil ri' ld I i � �._. I 0
-4-11L4 L
C-02" I
0
W7-1
W7-1 11 (0 W7-5 1
col i co
I odl_ I
- - - - - - - - - - - -
�R 7 - 4
OFF I I Ilil _04
[L - - -- - J_ J_
47-4!Y8f) 7F-4Y2" 4l3'-3%"X 3-2" 3$-7Y2't
31-OJ/2'F
,Tr
!I W-12-1 1-iA112-22
OF,
j L Jl
WALL 12
7'- 1 OY2" 7' -10Y2"
w
OFF
I II
II lI
W2-1
II 1
II 1
II I
I II
II I
L
7'- 3Y"
WALL 2
71-1 O)2-
WALL "19
[$I
3p-OX))
(3)LVL
OFF 1,
LL=--=--
5Y-110Y�)
4'- 02-111 - ------
wq-1 I 10
OF,
L- - - - - - - - - - - --
5$-2tr 2'-0" 3' -3Y2»
1 %"
10'-6%"
HEADER TO BE SUPPORTED
2'-,33/4)1 BY " PSL POST
2P-03'
21-01F r _2'- 33/4" 20-0$*
7\ Yell N
4r —%7f$» C 7 ), ll 4F-73/8" Ye
2P-9%1)
W9-2 W9-4
c)
"col I I
16'_1 IX, I HDR-F HDR-F
151-7YSP' L i L i
:Z=
TYP
o
to I 11 I
W1 4_13
IL
L--I � N I I tfJ 111 J L L
_=�j,L =` — J L -_ - - --
H' -10" 1 11 7 1 1'11 11 7/8" PSL
wi 3
C-02" W1 co
L __�7__j
1- 11 00
17 7
3z 11
2)-2Fl
Wi 4-10 11 11
OFF
j - - - - - --
4)-0%)l IF 3' -2" )t' )t' 4" 7' -02,> 4"
V-0/4" l'-75/,,"
20'-0"
W A
ALL 14
FOR PANEL TO PSL CONNECTION,
SEE DETAILS ON PAGE 6 OF 7,
AND S5.11 OF STRUCT DWGS,
PSL SUPPLIED BY OTHERS.
PAGE NOTES: WALL. PANELS
m ALL VIEWS ARE SE T A%.`1J__,/4"=1'-0" UNLESS OTHERWISE NOTED
A.8-61 VIEWS ARE SET TO BE PERPENDICU1. RTOWA11.1PANEL
9 ALL PIFERIMETER LUMBER IS TO BE REcICESSED Jv-E_)/16" FOR A
SINGIL1 2X UNLESS OTHERWISE NOTED
9 TOP SKIN DIMENSION
BS= B0'7140'�M SKIN DIMENSION
gu'v-q ER NOT SUPPLIED BY BSI DUE TO SIZE OR LOADING
H B 0 = H 1: PC � k ID &.,..1 A I m,
CONDITIONS
--= STICK FRAME BY OTHERS
1 2'-0ft 4' -4Y2" 1
1'-3%6" 9X2
p - 8 5IXrop
1p-5Y2"
16'-1 1� "
F
70-1 OY2')
W5-1
I 11
lin
I
I
0"
3'-0'*
WALL 5
?1!
3$-O)/2`F
2)-3%t' 2'-0" 2F-3:Y8'$
2p-10 )-Opy 7X:j 77"
17 1 2 _4 2'-0", 2'-107/8'F
IF - - - - - - - - - - - - - -
W11 0 -
OFF
IL - -- - -
8)-9Y2"
WALLS 1 -23 REQUIRE A
FULL WIDTH 1 1/2 79 THICK
TREATED SILL PLATE.
WALL 10
14!-9�Fy
3*_OY2),
wil 1
1
OF$ 1
L
it
WALL
7
FOR
PANEL TO PSL CONNECTION,
SS
SEE
DETAILS ON PAGE
6 OF 7,
AND
55.11 OF STRUCT
DWGS.
PSL
SUPPLIED BY OTHERS.
31-OJ/2'F
,Tr
!I W-12-1 1-iA112-22
OF,
j L Jl
WALL 12
7'- 1 OY2" 7' -10Y2"
w
OFF
I II
II lI
W2-1
II 1
II 1
II I
I II
II I
L
7'- 3Y"
WALL 2
71-1 O)2-
WALL "19
[$I
3p-OX))
(3)LVL
OFF 1,
LL=--=--
5Y-110Y�)
4'- 02-111 - ------
wq-1 I 10
OF,
L- - - - - - - - - - - --
5$-2tr 2'-0" 3' -3Y2»
1 %"
10'-6%"
HEADER TO BE SUPPORTED
2'-,33/4)1 BY " PSL POST
2P-03'
21-01F r _2'- 33/4" 20-0$*
7\ Yell N
4r —%7f$» C 7 ), ll 4F-73/8" Ye
2P-9%1)
W9-2 W9-4
c)
"col I I
16'_1 IX, I HDR-F HDR-F
151-7YSP' L i L i
:Z=
TYP
o
to I 11 I
W1 4_13
IL
L--I � N I I tfJ 111 J L L
_=�j,L =` — J L -_ - - --
H' -10" 1 11 7 1 1'11 11 7/8" PSL
wi 3
C-02" W1 co
L __�7__j
1- 11 00
17 7
3z 11
2)-2Fl
Wi 4-10 11 11
OFF
j - - - - - --
4)-0%)l IF 3' -2" )t' )t' 4" 7' -02,> 4"
V-0/4" l'-75/,,"
20'-0"
W A
ALL 14
FOR PANEL TO PSL CONNECTION,
SEE DETAILS ON PAGE 6 OF 7,
AND S5.11 OF STRUCT DWGS,
PSL SUPPLIED BY OTHERS.
PAGE NOTES: WALL. PANELS
m ALL VIEWS ARE SE T A%.`1J__,/4"=1'-0" UNLESS OTHERWISE NOTED
A.8-61 VIEWS ARE SET TO BE PERPENDICU1. RTOWA11.1PANEL
9 ALL PIFERIMETER LUMBER IS TO BE REcICESSED Jv-E_)/16" FOR A
SINGIL1 2X UNLESS OTHERWISE NOTED
9 TOP SKIN DIMENSION
BS= B0'7140'�M SKIN DIMENSION
gu'v-q ER NOT SUPPLIED BY BSI DUE TO SIZE OR LOADING
H B 0 = H 1: PC � k ID &.,..1 A I m,
CONDITIONS
--= STICK FRAME BY OTHERS
1 2'-0ft 4' -4Y2" 1
1'-3%6" 9X2
p - 8 5IXrop
1p-5Y2"
16'-1 1� "
F
70-1 OY2')
W5-1
I 11
lin
I
I
0"
3'-0'*
WALL 5
?1!
3$-O)/2`F
2)-3%t' 2'-0" 2F-3:Y8'$
2p-10 )-Opy 7X:j 77"
17 1 2 _4 2'-0", 2'-107/8'F
IF - - - - - - - - - - - - - -
W11 0 -
OFF
IL - -- - -
8)-9Y2"
WALLS 1 -23 REQUIRE A
FULL WIDTH 1 1/2 79 THICK
TREATED SILL PLATE.
WALL 10
14!-9�Fy
3*_OY2),
wil 1
1
OF$ 1
L
it
6$-4$v
DiG SKY INSULATIONS, 14c.
WALL 11
6)-02" IF 3, -33/4" �lt 6F-0)/2"
2s-1,Y2$l, 2' -0" 2'-0". .2'-
CODE
.....................
FD' rETAIL REF,
COMMENTS
BS
DiG SKY INSULATIONS, 14c.
a
0
NEED DIMENSIONS
CODE
DESCRIPTION
FD' rETAIL REF,
COMMENTS
BS
BLOCK SPLINE (8' LENGTHS)
a
0
NEED DIMENSIONS
SS
SINGLE SPLINE (8 LENGTHS)
SIP-102E
IB
N
co
FOR FIREPLACE
IIB
INSULATED 1 -BEAM
SIP-1020
FIB
UNIT OR PANEL
BSI-502B
z
HDR-E
INSULATED DOUBLE MICRO-LAM HEADER
BSI-515
0)
TO BE FIELD CUT.
INSULATED SINGLE MICRO-LAM HEADER
BSI-516
PNL-HDR
JPANEL HEADER (IDENTIFIED BY P#) IIBSI
co
z00
00
00
x
0
a.
0
m
0)
Lo
o
a:
.26
((>
co
(13
&-- c4
o o)
_-A
,a)
c
0
o M
z
C)
S
>_
Lo
ca
vi
0
o(o
C4
0
U co
Az c*4
co
4),--,
>
CODE
DESCRIPTION
FD' rETAIL REF,
COMMENTS
BS
BLOCK SPLINE (8' LENGTHS)
SIP-102G
SS
SINGLE SPLINE (8 LENGTHS)
SIP-102E
IB
SINGLE I-BEAM
SIP-1028
IIB
INSULATED 1 -BEAM
SIP-1020
FIB
FACTORY INSTALLED 1 -BEAM
BSI-502B
li
HDR-E
INSULATED DOUBLE MICRO-LAM HEADER
BSI-515
HDR-F
INSULATED SINGLE MICRO-LAM HEADER
BSI-516
PNL-HDR
JPANEL HEADER (IDENTIFIED BY P#) IIBSI
-513
PANEL RECESS LEGEND, LUMBER SUPPLIED BY OTHERS.
NOTE: PANELS ARE RECESSED ACCORDING TO LUMBER SIZES CALLED
OUT BY ENGINEER OF RECORD UNLESS SUPPLIED BY BSI,
DRAWN BY- RYAN
DRAWING PLOT
DATE: 9-11-09
REVISED:
•
BSI PROJECT NO:
DESCRIPTION
�DETAIL REF.
jg;q
A-
Af,
AIR,
"iRECESS DEPTH
IRECESS DEPTH
I C W 0 sea 051m
'RECESS DEPTH
li
NOTE: PANELS ARE RECESSED ACCORDING TO LUMBER SIZES CALLED
OUT BY ENGINEER OF RECORD UNLESS SUPPLIED BY BSI,
DRAWN BY- RYAN
DRAWING PLOT
DATE: 9-11-09
REVISED:
•
BSI PROJECT NO:
50427
jg;q
A-
Af,
AIR,
I II
1 11
oil
J L - - - - - - - - J
7' -102"
m
WALL 24
6 ,-8" l- --
------
HDR—F 6'
7
7 7 -- IT - --------
- - -- 2
--
HDR—F 6' -- I T
Z
II
4
w 3 1 - 3
4 4
W30-1 i
NO
00
f W30— 3
1 013'05
Lo
0 L _J IL
_j L- ___- ______
L
I II
N
CL
MG SKY INISUL .......... t5r thy.
a
` Top SK!4N DIMENSION
BS= B01:740M SKIN DIMENSION
Ott
L I L - --
ot$
11 _L--- - - ----
W30-4
J' IFL _j
3r-37/67
5f-81$
41 6*—Sy4'y
41 5-8't 41 3r -336))
WALL 30'
WALLS 1 -23 REQUIRE A
FULL WIDTH 1 1/2 THICK
TREATED SILL PLATE.
HDR-F
3, -2"
6y2'
WALL 21
o" IJL_==_ =_=11
3' --10,r I
WALL ALL 25
-
6'-8"
T�I
A el
o
II
T
w 3 1 - 3
Z'
��IRECESS
NO
00
CN'
a
ALL PER1211METE7R 11.1.'..UMBER IS TO BE RECESSED JILA91/16"
0 L _J IL
_j L- ___- ______
-I
WALL 22
(2) TRIMMERS, (1)
KING STUD.
8$—Ojt EACH SIDE OF
HEADER
___
HDR- E -6
3 771
61-8pi
PANEIL,
��IRECESS
DEPTH
0
a
ALL PER1211METE7R 11.1.'..UMBER IS TO BE RECESSED JILA91/16"
In Ii
Cli I
i,1 1
Lo
MG SKY INISUL .......... t5r thy.
a
` Top SK!4N DIMENSION
BS= B01:740M SKIN DIMENSION
Ott
L I L - --
- - - - - - I_j
1" 51-8"
�11
1-5
V-59"
80-0,"
WALL
26
m. i �
51
5'-9Y2ip I
WALL 32
W33-111
Orr
WALL 33
7' -10X2"
IN
7'-10Y2"
a
I
7'-61X6" X,
13' -1 %6"
WALL 23
FOR PANEL TO PSL CONNECTION,
SEE DETAILS ON PAGE 6 OF 7,
AND 55.11 OF STRUCT DWGS.
PSL SUPPLIED BY OTHERS.
20)-1 yi
WALL 34
3'-5Y2"
PANEL COMPONENT LEGEND, SUPPLIED BY BSI
C14
16'-11Y8"
am
(2) TRIMMERS, (1) KING STUD.
1!9'-6"
WALL 29
R 5
me
6-8 H_ F 6$ 1
7 7 7
W35-1 W35-3
L
)i
0
L L — — — — —
4'-8)�" ,tj" 50— 8" 4'— 2!Y8#*
CODE DESCRIPTION DETAIL REF. COMMENTS
BS BLOCK SPLINE (8' LENGTHS) SIP-102G
Ss SINGLE SPLINE (8' LENGTHS) SIP-102E
IB SINGLE [—BEAM SIP-102B
1113 INSULATED I—BEAM SIP-1020
FIB FACTORY INSTALLED I—BEAM BSI-5028
HDR—E INSULATED DOUBLE MICRO—LAM HEADER BSI-515
HDR—F INSULATED SINGLE MICRO—LAM HEADER BSI-516
JPANEL HEADER (IDENTIFIED BY P#) BSI-513
PANEL RECESS LEGEND, LUMBER SUPPLIED BY OTHERS.
ALL VIEWS ARE Smlfl:.T AT 1V4"=1'-0" UNLESS OTHERWISE NOTED
50427
a
0
iRECESS DEPTH
ALL VIEWS ARE SET TO BE PER PEN D!, ("PULAR TO WALL
PANEIL,
��IRECESS
DEPTH
0
a
ALL PER1211METE7R 11.1.'..UMBER IS TO BE RECESSED JILA91/16"
FOR A
C14
co
SINGLE 2X UNLESS OTHERWISE NOTED
o'
;RECESS DEPTH
MG SKY INISUL .......... t5r thy.
a
` Top SK!4N DIMENSION
BS= B01:740M SKIN DIMENSION
HBO= HEADER NOT SUPPLIED BY BSI DUE TO SIZE OR
LOADING
00
CONDITIONS
z
= STICK FRAME BY OTHERS
7' -10X2"
IN
7'-10Y2"
a
I
7'-61X6" X,
13' -1 %6"
WALL 23
FOR PANEL TO PSL CONNECTION,
SEE DETAILS ON PAGE 6 OF 7,
AND 55.11 OF STRUCT DWGS.
PSL SUPPLIED BY OTHERS.
20)-1 yi
WALL 34
3'-5Y2"
PANEL COMPONENT LEGEND, SUPPLIED BY BSI
C14
16'-11Y8"
am
(2) TRIMMERS, (1) KING STUD.
1!9'-6"
WALL 29
R 5
me
6-8 H_ F 6$ 1
7 7 7
W35-1 W35-3
L
)i
0
L L — — — — —
4'-8)�" ,tj" 50— 8" 4'— 2!Y8#*
CODE DESCRIPTION DETAIL REF. COMMENTS
BS BLOCK SPLINE (8' LENGTHS) SIP-102G
Ss SINGLE SPLINE (8' LENGTHS) SIP-102E
IB SINGLE [—BEAM SIP-102B
1113 INSULATED I—BEAM SIP-1020
FIB FACTORY INSTALLED I—BEAM BSI-5028
HDR—E INSULATED DOUBLE MICRO—LAM HEADER BSI-515
HDR—F INSULATED SINGLE MICRO—LAM HEADER BSI-516
JPANEL HEADER (IDENTIFIED BY P#) BSI-513
PANEL RECESS LEGEND, LUMBER SUPPLIED BY OTHERS.
NOTE: PANELS ARE RECESSED ACCORDING TO LUMBER SIZES CALLED
OUT BY ENGINEER OF RECORD UNLESS SUPPLIED BY BSI.
WALL 35
DESCRIPTION
50427
a
0
iRECESS DEPTH
�Z
��IRECESS
DEPTH
0
C14
co
z
o'
;RECESS DEPTH
MG SKY INISUL .......... t5r thy.
RECESS DEPTH
m
00
NOTE: PANELS ARE RECESSED ACCORDING TO LUMBER SIZES CALLED
OUT BY ENGINEER OF RECORD UNLESS SUPPLIED BY BSI.
WALL 35
DRAWING PLOT
DATE: 9-11-09
REVISED:
•
•
PF—.
l
BSI PROJECT NO:
50427
a
0
. . . . . . . . . . .
�Z
ti
0
C14
co
z
o'
MG SKY INISUL .......... t5r thy.
DRAWING PLOT
DATE: 9-11-09
REVISED:
•
•
PF—.
l
BSI PROJECT NO:
50427
a
0
0
C14
co
z
o'
VA
d)
m
00
z
00
00'j
(0 00
000)
co
Lr)
W
C14
0
-0
(L
01
00)
4)
o
•
•
04
z
•
0
00
•
c r-
•
U
(0 0)
U)
co
0 U)
•
o(o
• (�
0
> CO
ct)
DRAWING PLOT
DATE: 9-11-09
REVISED:
•
•
PF—.
l
BSI PROJECT NO:
50427
o'
7' -9 %,r
N
SECTION UNIT A AND B
1/4
83, - 0
8'- 0
middle
of panel wall
with
addition
panel
- -- - - - - - - - - - - - - — — -- --
6'- 8
post at
end of
6'- 8
6'- 8' - - - - - - - -
L -J
;F-
F- --71.
HEADER IN FLOOR
JJ SYSTEM
7922' -6 8"
8'-- 0
0"
8r-0)'
12
5/8"
FLOOR SYSTEM BY OTHERS
L
11 Jill
J>
1l
I, lily 7916'-6"
FULL WIDTH 1 1/2" THICK
4.J
TREATED SILL PLATE
7913'-6"
11 7913*-0"
0$$
7=
----- ............. -----
/,-� N I
-SECTGN UNIT B
/493
1, 0
------------------
q-,
c
,J
See Struct Detail
G, 55.11 For
Fastening
5/8" OSB
Inside of building
Fasten with 8d nails or
14 go. 1 1/2" staples
0 6" ox. both sides of
panel joint or equivalent.
R-Control
Do-All-Ply
Continuous.
Typ.
7/16" OS8
Outside of building
5 1/4" x 11 7/8" PSL
R-Control Panel
HORIZONTAL PANEL To
t, I IN INI N I
PSL COINECTIUIN.
=1
After panel is in placE
and outside skin is fastener
fill 1/4" void before
fastening inside skir
R-Control
Do-AII-Ply
Continuous,
Typ.
— — — — — — — — ----- — — ...w.._..,.._.®. — — — -- —...m..........._...._.....— — L --- — — — — — — n._...._....... — — — — — — — — — — — ...._.....» — -
SECTION UNIT A,
1/4 )) = 1, 0 ))
PSL
8'- 0
middle
of panel wall
with
addition
panel
connection.
PSL
post at
end of
panel wall.
6'- 8' - - - - - - - -
;F-
F- --71.
8'-- 0
L
J>
-'f9- T�4
4.J
0"
12 5/8" FLOOR SYSTEM BY OTHERS
HEADER IN FLOOR
6$-8" -4
---------------
1
i i
SYSTEM
,5'- 0
BSI
n7920'-6"
lit II
------------
FULL WIDTH 1 1/2" THICK
//--TREATED SILL PLATE
00t
1
'
7918 -4"
0"
— — — — — — — — ----- — — ...w.._..,.._.®. — — — -- —...m..........._...._.....— — L --- — — — — — — n._...._....... — — — — — — — — — — — ...._.....» — -
SECTION UNIT A,
1/4 )) = 1, 0 ))
PSL
post in
middle
of panel wall
with
addition
panel
connection.
PSL
post at
end of
panel wall.
5 1/4" x 11 7/8" PSL
R-Control Panel
l\ 1 r—
VERTICAL PAiNE-L TO
PSL COI , NINECTIOIN,l
17'-05/a"
15'-8%"
al—i -1,31-11
FULL WIDTH 1 1/2" THICK
TREATED SILL PLATE
�-Contro| �|Ps �o's ond �on'L�
1j Do 000ule nIPu with core.
M�il Don't havel
oJ Do provide adequate support for 8Pawhen storing them. OSB skins
Store SIPs loying flat and covered. AM
and
3/8" continuous bead
untreated
J.) Do store R-Control SIP Tope in o worm area plates in R-Control Do-All-Ply
for best application results in cold wooU`ec 0000 moo of panel.
Don't direct
4`) Do place R-Control Do-AI|-Ply along the leading edge of contact �=l 5/8' continuous bead
wood being inset into panel. have with R-Control Do-All-Ply. unmvppo rteo
concrete.
V�g Skins /
5.) Do use R-Control 0o-w|-Ply on wood-to-wood, wood-to-EpS /\
and EP3-to-EPS connections.
Nail top plate
Don't have to vo6.) Ou use SIP Tape or equivalent vapor retarder on roof p000| ,tico| �-
joints.
plate with
wall top
° 3-1ed ooils.
7.) Dv use only continuous 2X'o. (-8eomm' and Insulated |-8opmo plate less L 5/8
for spline oonnept|nno.
than fu|| continuous
gp qJ
bead O' ) Do provide iovo} and square foundations or floors that support
,�m| �uS|P walls. vidth
-
Do-All-Ply. Scale: NTS
0.) O^ hold sill plate bock from edge of floor system 7/18" to
allow full bearing of SIP OSB facings. Don't 8t / �f�� // \\/// °-, // ! � | � 1 1/2"_-�-
~1-1 '^ -~. ,� ~ .. V� nu« / /
,o n" ,°.^a� /r^ a/""�", ",-"�� �"/"= /" /"*" +" "// ."�.""�~^ J
with electrical wire chases in Sips. horizontal -Don't ILI_ Factory
joints in wall hove cut IL
11.) Do provide adequate brocing of panels during erection. I I electrical
in lumber Z: ±1:711 R-Control
12.) Do remove debris from plate area prior to panel placement. or Do-All-Ply,
13.) Don't install Sips directly on concrete. each side.
D nl splines. N4
r, Do-All-Ply
14.) Don't drop SIPs on corners. ve ut
OSI3 around
15.) Don't lift SIPs by top OSB facing. skins chose.
ot
16.) Don't put plumbing in R-Control SIPs. openings. 5/8' continuou's bead 1 1/2"
17.) Don't overcut the OSB facings for field-cut openings. R-Control Do-All-Ply.
18.) Don't cut the OSB facings for electrical chases, use factory 3/8" continuous bead
provided chases in SIP core. Note: Please refer to R-Control SIP details for SECTION R-Control Do-AII-Ply. SECTION
Updated 11-1-07 proper installation techniques. Updated 9-2-03 Scale: NTS Updated 2-2-09 Scale: NTS
TITLE: NO. TITLE: SIP TITLE: T—NO.
Panel Precautions SIP-100 Panel DON'Ts I - -1000 Do All-Ply Application I SIP-1010
R-Control SIP wall
with gypsum board R-Control SIP.
or approved therma
Top plate. borrier on inside Continuous top plate.
�
|`
|
�!.
_
Surface splines.
-Coobw V- for
chot
1 1/2"
-Control
21 wall.
Exterior finish
R-Control `
SIP '— as nmn by code.
R-Control
Do-A|-PI \
continuous. \
R-Control
Do-N|-ph, `
each side.
Field installed
bottom plate.
J Sill sealer
Insect clip
or flashir
SIP Tape or equivalent Sealant.
vapor retarder on interior
R-Coritrof of panel, required for R-Control
Wood Screw roofs (optional for walls). Do-AII-Ply.
Protective
R-Control
ZM,h,, b
re�q'd by
/-Gypsum
/
board.
R-Control
/
SIP wall.
/-/vn
nails
of panel, required for roofs
as req'd.
(optional for walls).
Od noUo or 14 go.
/
1 1/2^stvpleo 0 a^
/
o.o. each side
R—Contrc,18 SIP
or equivalent.
/-Treated sill plate.
Concrete slob.
» �~
Do-AII-Fly
R-Control ----�
Do-All-Ply continuous
each side, top & bottom.
R-Control SIP.
Continuous--------'
Double 2Xspline.
Provide truss anchorages as req*d
for each specific design. Truss
anchors not shown in detail.
Roof decking.
two rows, staggered.
R-Control Do-All-Ply,
Factory electhm chose-7
Do-A-Ply
Spline Beam. _�
R�o����
/Factory e��n|
n-Control
------/
Do+V|-Ply
each side, top & bottom, continuous.
/
Fasten with 8d nails or-
14 qa. 1 1/2' staples
SIP Tape or equivalent
0 6 o.c. both sides of
vapor retarder on interior
panel joint or equivalent.
of panel, required for roofs
Typical each side of panel.
(optional for walls).
SECTION PLAN
Updated 2-2-09
Scale, NTS
R—Contrc,18 SIP
Cc
ub�le
e2X SIP- I 02d
post
in end of shear wall as
required by desigm
(-Fasteners as req\i by design
to attach 0S8 to post.
/-R-Contm SIP.
each side.
Exterior finish
as req'd by code.
m-Control
Do-AI[-Ply `
continuous.
R-Control --
Do_mI-Ply,
each side.
Field installed�
»uuvm plate.
SuhUmn----
R-{*nhn| ---
Do-AI|-Ply.
Nail oareq'd—
by code.
Rimjoimt.---�_
For connection -
information, and
000b,u' see
wall above.
SIP Tape or equivalent
R-Control
SIP wall.
Gypsum
16d nails
into flqor joist
as req d by code.
0u noUu or 14 go.
1 1/2' staples V» 6,
o.c. each side
or equivalent.
insulation
or similar.
vapor retarder on interior
of panel, required for roofs
(optional for walls). SECTION
updated 2-2-og Scale: NTS
I Nail as req'd.
Spacer board (optional)
where required for
standard 8' drywoll
Cap plate (optional)
where required for
point loods (not shown).
Updated 11-1-07
R—ControlO Panel
R-COR�oj O SiP
r: Block Spli NO.
Connection SIP- 1 02g
2X with holes to
countersink nuts
from bolts of hold
down anchor.
Tension/compression post
in end of shear wall as
required by design.
_E: Floor Joist M
Bearing on Wall Panel SIP- 109
R-Control SIP.
, | | 4.
2xmook�g
� o � ��������'
i �OSB
R-Control
SIP wall.
Gypsum
16d nails
into flqor joist
as req d by code.
0u noUu or 14 go.
1 1/2' staples V» 6,
o.c. each side
or equivalent.
insulation
or similar.
vapor retarder on interior
of panel, required for roofs
(optional for walls). SECTION
updated 2-2-og Scale: NTS
I Nail as req'd.
Spacer board (optional)
where required for
standard 8' drywoll
Cap plate (optional)
where required for
point loods (not shown).
Updated 11-1-07
R—ControlO Panel
R-COR�oj O SiP
r: Block Spli NO.
Connection SIP- 1 02g
2X with holes to
countersink nuts
from bolts of hold
down anchor.
Tension/compression post
in end of shear wall as
required by design.
_E: Floor Joist M
Bearing on Wall Panel SIP- 109
R-Control SIP.
, | | 4.
2xmook�g
� o � ��������'
i �OSB