pg5 shop details
TRANSCRIPT
5.
3.
4.
2.
1.
REVISIONS:
DATE
DRAFTER# TYPE
02-21-18
CAS C-Rev
03-29-18
CAS Final
03-29-18
CAS Final E-Rev
MANUFACTURING/SALES
19727 57th AVE E.PUYALLUP, WA 98375OFFICE-800.275.7086
FAX-253.271.3265
1155 BUSINESS PARK DR.DIXON, CA 95620
OFFICE-707.678.6900FAX-707.678.2962
SALES
270 FLOSS FLAT SUITE ABELGRADE, MONTANA 59714
OFFICE-406.388.5553FAX-406.388.5557 DELIVERY & STORAGE
IN ORDER TO KEEP YOUR FREIGHT COSTS TO A MINIMUM AND MAKE THE MOST EFFICIENT USE OF THE SPACE AVAILABLE ON A TRUCK, WE TYPICALLY DO NOT
SHIP PANELS IN NUMERICAL SEQUENCE. BEAR IN MIND THAT ALL PANELS HAVE MARKINGS WHICH DO MAKE FOR A SMOOTH IDENTIFICATION PROCESS.
HOWEVER, IF YOU DESIRE A SPECIAL LOADING PLAN, THAT REQUEST, AND LAYOUT, MUST BE MADE CONCURRENT WITH THE RETURN OF THE SIGNED SHOP
DRAWINGS AND MAY BE SUBJECT TO AN ADDITIONAL FEE. PANELS ARE FABRICATED AT 4' & 8' WIDTHS AND UP TO 24' LENGTHS. 6' FORKS ARE REQUIRED FOR
8' WIDE PANELS (REFER TO THE CONTRACT OF SALE FOR MORE INFORMATION OR ASK PREMIER FOR A DELIVERY INFORMATION SHEET). ALL PANELS SHALL BE
STORED IN A PROTECTED AREA AND SUPPORTED EVERY 4' TO PREVENT DEFORMATION AND CONTACT WITH THE GROUND. DO NOT USE A BLACK OR DARK
COLORED TARP. PRIOR TO INSTALLATION, ALL PANELS SHALL BE COVERED TO PREVENT CONTACT WITH WATER ON ALL EXPOSED PANEL EDGES.
APPROVED AS DRAWN
APPROVED WITH REVISIONS AS NOTED IN RED
REVISE & RESUBMIT
CUSTOMER'S SIGNATURE
PLEASE
SIGN HERE
CUSTOMER'S REQUESTED DATE OF DELIVERY
DATE
12
THIS PROJECT UTILIZES THE
FOLLOWING PANEL TYPES
PREMIER ROOF TYPE
A11.25A
NOTES:
CHECKED BY:
DRAWN BY:
LIST OF DRAWINGS
PRO
JECT N
AM
E
CO
NTACT IN
FO
RM
ATIO
N
SITE AD
DRESS
Carter Residence
Curtis A. Slater
Mike G
ood
Carter Residence
20170616-0003
Mike G
ood
TLT Architects
7510 W
. D
eschutes Place
Kennew
ick, W
A 99336
509.531.2817
West Richland, W
A 99336
TBD
A.B. - ANCHOR BOLTS
EXT. - EXTERIOR
H - HEADER
I.B. - INSUL-BEAM
INT. - INTERIOR
O.C. - ON CENTER
PLAT. - PLATINUM (GPS FOAM)
R.O. - ROUGH OPENING- NOT UNIT SIZE
SIM. - SIMILAR
S.F.B.O - STICK FRAME BY OTHERS
TRIM. - TRIMMER
TYP. - TYPICAL
U.N.O. - UNLESS NOTED OTHERWISE
ZB - ZINC BORATE TREATED OSB
LP. - LONG POINT: TOP SKIN
LONGER THAN BOTTOM SKIN
SP. - SHORT POINT: TOP SKIN
SHORTER THAN BOTTOM SKIN
STHD
14
LEGEND/ABBREVIATIONS
5/8" OSB
BOTTOM SKIN
3 1/2" EPS
7/16" OSB
TOP SKIN
EXAMPLE- A 3.50 C
D=SPECIAL SKIN
A=7/16" OSB B=3/4" OSB C=5/8" OSB
PREMIER PANEL IDENTIFICATION
PANEL WALL NUMBER:
STICK FRAME BY OTHERS
FIELD CUT
STRAP / HOLD DOWN
SPECIAL ELECTRICAL CHASES
FLOOR #1 - PANEL 3F1-03
STHD
14
..
PHD5
PHD5
REVIEWING PANEL LAYOUT
DRAWINGS
TWO ROUNDS OF REVISIONS/EDITS ARE INCLUDED IN THE INITIAL PRE-PRODUCTION SERVICES PORTION OF
THE PBS ESTIMATE. ADDITIONAL REVISIONS MAY INCUR ADDITIONAL FEES.
WHEN REVIEWING SHOP DRAWINGS, BEGIN BY CHECKING ALL OF THE OVERALL DIMENSIONS OF THE
PROJECT. IF THE PROJECT HAS FLOOR PANELS, PLEASE CHECK POINT LOAD LOCATIONS FOR SOLID BLOCKING
AND MAKE SURE ANY OPENINGS OR STEP DOWNS ARE CORRECT. AFTER THE FLOORS HAVE BEEN
COMPLETELY CHECKED, MOVE TO THE WALLS. THE WALLS WILL BE SHOWN ON A KEYED FLOOR PLAN WITH
WALL NUMBERS CALLED OUT AND AN ARROW POINTING THE VIEW DIRECTION OF EACH OF THE PANEL WALL
LAYOUTS. THESE NUMBERS AND THEIR ORIENTATION WILL ALSO BE LOCATED BELOW EVERY PANELIZED
WALL. OBSERVE THE LOCATION OF THE PANEL CORNER LAPS. SOME OF THE WALLS WILL BE SHORTER DUE
TO CORNER LAPS AND TO THE PANEL THICKNESS. AFTER YOU HAVE MADE SURE ALL DIMENSIONS MATCH
YOUR ARCHITECTURAL PLANS, MOVE TO THE WINDOWS AND DOORS. MAKE SURE THAT THE ROUGH
OPENINGS FOR THE WINDOWS AND DOORS ARE THE CORRECT SIZE AND ARE LOCATED PROPERLY. IF THE
ROOF FOR THE PROJECT IS ALSO PANELS, CHECK THE ROOF PITCH, RIDGE LOCATION, AND THE OVERHANGS
AT THE EAVES AND GABLES. EVEN IF THE ROOF IS A SYSTEM OTHER THAN PANELS, GABLE WALL HEIGHTS
MAY BE DEPENDENT ON HEEL HEIGHTS OR BE NOTCHED FOR LOOK OUT SUPPORTS. IF THERE ARE SKYLIGHTS,
CHECK THE ROUGH OPENINGS FOR CORRECT SIZE AND LOCATION. PANEL DRAWINGS ARE TO BE REVIEWED
BY OWNER/AGENT AND APPROVED BY OWNER, CONFIRMING ALL DIMENSIONS. OWNER IS RESPONSIBLE FOR
VERIFYING ALL PANEL DRAWING DIMENSIONS TO ENSURE PROPER ASSEMBLY. CHECK CORRECT DIMENSIONS
AND CLOUD CHANGED DIMENSIONS WITH AN APPROPRIATE ARROW REFERENCING THE DIRECTION OF
CHANGE. UNCHECKED DIMENSIONS MAY RESULT IN FIELD FABRICATION.
WHEN YOU HAVE FINISHED VERIFYING THE SHOP DRAWINGS AND HAVE MADE ANY CHANGES/CORRECTIONS,
COPY THOSE CHANGES TO THE SHOP DRAWINGS AND SEND BACK TO PREMIER FOR REVISIONS.
ANY AND ALL DISCREPANCIES RELATED TO PANELS ON SITE ARE THE RESPONSIBILITY OF OWNER UNLESS
THERE IS A DIFFERENCE BETWEEN FABRICATED PANELS AND SIGNED SHOP DRAWINGS. PREMIER HOLDS
FIRST RIGHT OF DECISION TO REPLACE, REPAIR OR PAY FOR REPAIR OF ALL PRODUCTS IN DISCREPANCY
WITH FINAL SHOP DRAWINGS.
1. TITLE SHEET, PROJECT INFO
2. ROOF PLAN & LAYOUTS
3. SECTIONS
4. PANEL LAYOUTS
5. PBS DETAILS
20180214
AS A SUPPLIER OF MATERIALS ONLY, PREMIER SIPS DOES
NOT ASSUME RESPONSIBILITY FOR ERRORS IN DESIGN,
ENGINEERING, OR DIMENSIONS. OWNER/AGENT
(ARCHITECT, CONTRACTOR, AND/OR INSTALLER) SHALL
VERIFY ALL DIMENSIONS AND SIZES, AND BY SIGNING THESE
PLANS, THE OWNER TAKES FULL RESPONSIBILITY FOR THEIR
ACCURACY.
100% RECYCLED PAPERTHESE PLANS PRINTED ON
GENERAL NOTES
1. PREMIER IS A MATERIAL SUPPLIER AND NOT A BUILDER. PROPER INSTALLATION OF OUR PRODUCT SHOULD BE
DONE BY A QUALIFIED CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE
AND LOCAL CODES AND REGULATIONS.
2. SHOP DRAWINGS ARE PREMIER'S INTERPRETATION OF THE PLANS PROVIDED. THE CONTRACTOR SHALL REVIEW
ALL SHOP DRAWINGS AND VERIFY ALL DIMENSIONS WITH ARCHITECT. PANELS ARE FABRICATED PER THESE SHOP
DRAWINGS. ANY DISCREPANCIES OR MISSING ITEMS IN THESE SHOPS SHOULD BE NOTED.
3. PREMIER SHOP DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
IF ANYTHING IS NOT CLEAR OR THERE ARE QUESTIONS THEY SHOULD BE IMMEDIATELY DIRECTED TO THE
ENGINEER OF RECORD.
4. CONTRACTOR SHOULD LOOK THROUGH THE PLANS CAREFULLY TO INSURE THAT ALL ASPECTS OF SIP PACKAGE CAN
BE CONSTRUCTED THROUGH THEIR PREFERRED MEANS AND METHODS PRIOR TO SIGNING OFF ON THE SHOP
DRAWINGS.
5. EXECUTION OF WORK FOR SIP PACKAGE MAY REQUIRE COORDINATION WITH OTHER TRADES (I.E. ELECTRICIAN,
HVAC, WINDOW/DOOR MANUFACTURER, ETC...). THIS COORDINATION IS THE RESPONSIBILITY OF THE
CONTRACTOR.
6. WHEN BUILT PROPERLY A SIP BUILDING PROVIDES A TIGHT ENVELOPE. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE THAT THE SIP STRUCTURE IS PROPERLY VENTILATED TO ENSURE PROPER AIR QUALITY
AND HUMIDITY LEVELS.
7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT ALL SPLINES ARE PROPERLY SEATED INTO THE
PANEL RECESSES AND COMPLETELY SEALED WITH MASTIC OR EXPANDING SPRAY FOAM, INCLUDING BUT NOT
LIMITED TO SPLINE JOINTS, PENETRATIONS, LIFTING HOLES, ETC. VOIDS BETWEEN SPLINE JOINTS ARE NOT
ACCEPTABLE IN A PROPER SIP INSTALLATION.
8. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE PROPER WEATHER BARRIER (I.E. HOUSE WRAPS, FLASHING,
ROOF UNDERLAYMENT, ETC..) TO DRY IN THE BUILDING ENVELOPE.
9. SOME DIMENSIONS CAN NOT BE VERIFIED UNTIL CONSTRUCTED. THEREFORE PREMIER TAKES NO RESPONSIBILITY
FOR FIELD FABRICATION. SOME FIELD FABRICATED AREAS MAY HAVE BEEN HIGHLIGHTED ON THE DRAWINGS BUT
MAY NOT BE LIMITED TO ONLY THOSE AREAS.
10. YOU MAY EXPERIENCE DIMENSIONAL VARIANCES FROM THE CONSTRUCTION DRAWINGS AS PANELS ARE
ASSEMBLED DUE TO GAPS AT PANEL JOINTS AND ADDITIONAL MISCELLANEOUS CONSTRUCTION VARIABLES SUCH
AS FABRICATION TOLERANCES, LUMBER POST THICKNESS VARIANCES, ETC. FIELD CUTTING THE SIPS MAY BE
REQUIRED TO ENSURE THAT THE TOTAL WALL OR ROOF ASSEMBLY IS PER THE CONSTRUCTION DRAWINGS.
PREMIER WILL ADD GAPS AS INDICATED ON PANEL LAYOUTS BETWEEN PANEL JOINTS IN THE SHOP DRAWINGS
(TYPICALLY 1/8" GAP).
11. IT IS THE BUILDERS RESPONSIBILITY TO DETERMINE ALL MATERIALS NECESSARY FOR PANEL INSTALLATION. THIS
INCLUDES VERIFYING THAT THE MATERIALS PREMIER WILL BE PROVIDING ARE ADEQUATE FOR THE PROJECT AND
SOURCE ANY ADDITIONAL MATERIALS REQUIRED FOR PANEL INSTALLATION THAT ARE NOT PROVIDED BY PREMIER.
PREMIER
SIPSSTRUCTURAL INSULATED PANELS
EXP.
SEISM
IC:
RO
OF LO
AD
EN
GIN
EERIN
G D
ATA
PSF
PSF
PSF
MPH
TO
TAL LO
AD
:
DEAD
LO
AD
:
LIVE LO
AD
:
PSF
PSF
XXPSF
LIVE LO
AD
:
WIN
D SPEED
:
FLO
OR LO
AD
TO
TAL LO
AD
:
DEAD
LO
AD
:
XX XX
25 20 45
DC
110
ARROW INDICATES PANEL
WALL LAYOUT VIEW DIRECTION
R1 (8:12)
PANEL ROOF NUMBER:
(X:12) INDICATES ROOF PITCH
ARROW POINTS DOWNSLOPE
WALL #3 - PANEL 12*W3-12
ROOF #4 - PANEL 7R4-07
SIP CROSS SECTION
PANEL NUMBERING:
2ND AND 3RD LEVEL WALLS MAY BE
LABELED AS "B" OR "C" RESPECTIVELY:
WB4-01 WALL #4 2ND LEVEL - PANEL 1
*NOTE:
6'-10"
2'-8"x6'
WINDOW IN PANEL WALL:
HEADER HEIGHT:
HEIGHT OF R.O. FROM
TOP OF SUB-FLOOR
WINDOW R.O.
(ROUGH OPENING):
WIDTH x HEIGHT
HOLDDOWN
WALL1
NOTES:
1. ALL ENGINEERING PROVIDED BY OTHERS.
2. ROUGH OR SMOOTH OSB DOES NOT DENOTE TOP OR BOTTOM OF SIP. REFER TO
PANEL LAYOUTS FOR PANEL ORIENTATION.
3. ALL IN-PLANE, PANEL-TO-PANEL JOINTS PBS-005 U.N.O
4. I-JOISTS ARE CUT TO 2' INCREMENTS ROUNDED UP FROM THE REQUIRED SPAN. (IF
YOU'RE ABOUT TO CUT OFF MORE THAN 2' OF I-JOISTS THEN YOU'RE CUTTING THE
WRONG ONE).
5. SIP TAPE PROVIDED FOR ROOF CONNECTIONS ONLY.
6. STANDARD DETAILS PROVIDED FOR TYPICAL INSTALLATION METHODS. REFERENCE
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR JOB SPECIFIC CONNECTION
DETAILS, WHICH TAKE PRECEDENT OVER PBS TYPICAL DETAILS.
7. BEAM POCKETS TO BE FIELD CUT FOR PROPER ELEVATION AND SIZE.
8. FACTORY INSTALLED LUMBER (IF REQUESTED BY CUSTOMER) WILL BE
HIGHLIGHTED IN RED IN THE SIP PANEL LAYOUTS.
9. STANDARD WALL ELECTRICAL CHASES INCLUDED BY DEFAULT. NO ELECTRICAL
CHASES IN SIP ROOF PANELS U.N.O.
10. ANY BEAMS OR WALLS SHOWN ARE FOR REFERENCE PURPOSES AND ARE NOT
MEANT FOR DIMENSIONING PURPOSES. REFER TO STRUCTURAL DRAWINGS.
PRO
JECT IN
FO
RM
ATIO
N:
Carte
r Res
iden
ce5.
3.
4.
2.
1.
REVISIO
NS:
DATE
DRAFTER
#TYPE
DRAWN:
DATE:
SCALE:
OF
SHEET
CHECKED:
CAS
20180214
VARIES
NO.
5
2017
0616
-000
3W
est R
ichl
and,
WA
993
3610
0% R
ECY
CLED
PA
PER
THES
E PL
AN
S PR
INTE
D O
N
270 Floss Flat, Suite A
Belgrade, MT 59714
406-388-5553
PR
EM
IER
SIP
SB
YA
Co
mp
an
y
STRU
CTURA
L IN
SULA
TED P
ANEL
SD
ATE
SIG
NATU
RE
CU
STO
MER APPRO
VAL:
AS A SU
PPLIER O
F M
ATERIALS, PREM
IER BU
ILD
IN
G SYSTEM
S D
OES
NO
T ASSU
ME RESPO
NSIBILITY FO
R ERRO
RS IN
D
ESIG
N,
EN
GIN
EERIN
G, O
R D
IM
EN
SIO
NS. O
WN
ER/AG
EN
T (ARCH
ITECT,
CO
NTRACTO
R, AN
D/O
R IN
STALLER) SH
ALL VERIFY ALL
DIM
EN
SIO
NS AN
D SIZES AN
D BY SIG
NIN
G TH
ESE PLAN
S, TH
E
OW
NER TAKES FU
LL RESPO
NSIBILITY FO
R TH
EIR ACCU
RACY.
19727 57th Ave
Puyallup, Wa 98375
800-275-7086
02-21-18
CAS
C-Rev
03-29-18
CAS
Final
03-29-18
CAS
Final E-Rev
A B C D E F G H J K
13
24
56
79
810
11
R1 (2:12)
R1 - 01
R2 (2:12)
R2 - 01
R3 (2:12)
R3 - 03 R3 - 02 R3 - 01
R4 (2:12)
R4 - 13R4 - 06R4 - 03
R4 - 12R4 - 05R4 - 02
R4 - 01 R4 - 04 R4 - 08
R4 - 09
R4 - 07
R5 (2:12)
R5 - 13R5 - 08R5 - 04R5 - 01
R5 - 15R5 - 12R5 - 10R5 - 06R5 - 03
R5 - 14R5 - 11R5 - 09R5 - 05R5 - 02
R6 (2:12)
R6 - 05 R6 - 04 R6 - 03 R6 - 02 R6 - 01
R7 (2:12)
R7 - 03 R7 - 02 R7 - 01
R8 (2:12)
R8 - 09
R8 - 07
R8 - 05
R8 - 03
R8 - 01
R8 - 10
R8 - 08
R8 - 06
R8 - 04
R8 - 02
1
R2 - 09R2 - 03 R2 - 06
2
3457
8
9 10
R5 - 16
R4 - 11
R4 - 10
R2 - 08R2 - 02 R2 - 05
R2 - 04 R2 - 07
R5 - 07
2
Panel Roof Plan3/16" = 1'-0"12 1/4" Panels
AREA OF ROOF 4 NEEDED TO BE FRAMED
BY OTHERS
CONTRACTOR TO CUT
24" X 48" SKYLIGHT IN
FIELD BETWEEN PBS-308
CONNECTIONS
7'-9"
8"
PROVIDE (2) 2x's ALONG
THIS EDGE FOR ATTACHMENT
OF STICK FRAMED SOFFIT
1'
5'
1'
1'
1'
1'
7'-9"
1'
1'
1'
1'
12'
17'
9'-6"
4'
1'
4'
1'
1'
1'
4'
4'
1'
1'
20'
17'
40'
22'
18'
20'-0
1
2
"
9'-9
1
2
"
24'-5
1
4
"
36'-3
1
4
"
18'-7
3
4
"
1'-2
1
2
"
2'-10
1
4
"
1'-10
1
4
"
SIP Screws @ 10" O.C. Max
SIP
Scr
ews
@ 1
0" O
.C.
Max
SIP
Scr
ews
@ 1
0" O
.C.
Max
SIP Screws @ 10" O.C. Max
SIP Screws @ 6" O.C. Max
PRO
JECT IN
FO
RM
ATIO
N:
Carte
r Res
iden
ce5.
3.
4.
2.
1.
REVISIO
NS:
DATE
DRAFTER
#TYPE
DRAWN:
DATE:
SCALE:
OF
SHEET
CHECKED:
CAS
20180214
VARIES
NO.
5
2017
0616
-000
3W
est R
ichl
and,
WA
993
3610
0% R
ECY
CLED
PA
PER
THES
E PL
AN
S PR
INTE
D O
N
270 Floss Flat, Suite A
Belgrade, MT 59714
406-388-5553
PR
EM
IER
SIP
SB
YA
Co
mp
an
y
STRU
CTURA
L IN
SULA
TED P
ANEL
SD
ATE
SIG
NATU
RE
CU
STO
MER APPRO
VAL:
AS A SU
PPLIER O
F M
ATERIALS, PREM
IER BU
ILD
IN
G SYSTEM
S D
OES
NO
T ASSU
ME RESPO
NSIBILITY FO
R ERRO
RS IN
D
ESIG
N,
EN
GIN
EERIN
G, O
R D
IM
EN
SIO
NS. O
WN
ER/AG
EN
T (ARCH
ITECT,
CO
NTRACTO
R, AN
D/O
R IN
STALLER) SH
ALL VERIFY ALL
DIM
EN
SIO
NS AN
D SIZES AN
D BY SIG
NIN
G TH
ESE PLAN
S, TH
E
OW
NER TAKES FU
LL RESPO
NSIBILITY FO
R TH
EIR ACCU
RACY.
19727 57th Ave
Puyallup, Wa 98375
800-275-7086
02-21-18
CAS
C-Rev
03-29-18
CAS
Final
03-29-18
CAS
Final E-Rev
9 10 11
CDEF AB
6 7 8
9 10 111 32 4 5 6 7 8
13 2
4
3
Section 11/8" = 1'-0"
Section 21/8" = 1'-0"
Section 31/8" = 1'-0"
Section 41/8" = 1'-0"
Section 51/8" = 1'-0"
Section 81/8" = 1'-0"
Section 71/8" = 1'-0"
Section 91/8" = 1'-0"
Section 101/8" = 1'-0"
5'-1
1
2
"
8'-11
1
2
"
PRO
JECT IN
FO
RM
ATIO
N:
Carte
r Res
iden
ce5.
3.
4.
2.
1.
REVISIO
NS:
DATE
DRAFTER
#TYPE
DRAWN:
DATE:
SCALE:
OF
SHEET
CHECKED:
CAS
20180214
VARIES
NO.
5
2017
0616
-000
3W
est R
ichl
and,
WA
993
3610
0% R
ECY
CLED
PA
PER
THES
E PL
AN
S PR
INTE
D O
N
270 Floss Flat, Suite A
Belgrade, MT 59714
406-388-5553
PR
EM
IER
SIP
SB
YA
Co
mp
an
y
STRU
CTURA
L IN
SULA
TED P
ANEL
SD
ATE
SIG
NATU
RE
CU
STO
MER APPRO
VAL:
AS A SU
PPLIER O
F M
ATERIALS, PREM
IER BU
ILD
IN
G SYSTEM
S D
OES
NO
T ASSU
ME RESPO
NSIBILITY FO
R ERRO
RS IN
D
ESIG
N,
EN
GIN
EERIN
G, O
R D
IM
EN
SIO
NS. O
WN
ER/AG
EN
T (ARCH
ITECT,
CO
NTRACTO
R, AN
D/O
R IN
STALLER) SH
ALL VERIFY ALL
DIM
EN
SIO
NS AN
D SIZES AN
D BY SIG
NIN
G TH
ESE PLAN
S, TH
E
OW
NER TAKES FU
LL RESPO
NSIBILITY FO
R TH
EIR ACCU
RACY.
19727 57th Ave
Puyallup, Wa 98375
800-275-7086
02-21-18
CAS
C-Rev
03-29-18
CAS
Final
03-29-18
CAS
Final E-Rev
R1 - 01
R2 - 01
R2 - 09R2 - 03 R2 - 06
R2 - 08R2 - 02 R2 - 05
R2 - 04 R2 - 07
R3 - 03 R3 - 02 R3 - 01
R4 - 13R4 - 06R4 - 03
R4 - 12R4 - 05R4 - 02
R4 - 01 R4 - 04 R4 - 08
R4 - 09
R4 - 07
R4 - 11
R4 - 10
R5 - 13R5 - 08R5 - 04R5 - 01
R5 - 15R5 - 12R5 - 10R5 - 06R5 - 03
R5 - 14R5 - 11R5 - 09R5 - 05R5 - 02
R5 - 16
R5 - 07
R6 - 05R6 - 04R6 - 03R6 - 02R6 - 01
R7 - 03R7 - 02R7 - 01
R8 - 09
R8 - 07
R8 - 05
R8 - 03
R8 - 01
R8 - 10
R8 - 08
R8 - 06
R8 - 04
R8 - 02
4
Panel Roof Layouts1/4" = 1'-0"
20'-2
13
16
"4'-9"
(1) 2x
(1) 2x
(1) 2x
(1) 2x
Roof (R1)
ZB A 11.25 A
8'-7
15
16
"5'-5
1 2
"
1 8
"13'-10
7 8
"
1 8
"
24'-1"
1'-4
3
4
"
8'
1
8
" 2'-7
1
2
"
1
8
"
8'
(1) 2x
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008a
(3) 2x D
F#
2
SuperSpline: PBS-005
SuperSpline: PBS-008a
(1) 2x
(1) 2x
SuperSpline: PBS-005
(3) 2x D
F#
2
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008a
SuperSpline: PBS-005
SuperSpline: PBS-008a
(3) 2x D
F#
2
SuperSpline: PBS-005
SuperSpline: PBS-005
(1) 2x
Roof (R2)
ZB A 11.25 A
22'-1
5 8
"
4'
1
8
"
1'-9
1
4
"
1
8
"
4'
(1) 2x
SuperSpline: PBS-005
Beveled: (3) 2x
(1) 2x
SuperSpline: PBS-005
(1) 2x
Roof (R3)
ZB A 11.25 A
20'-4
3
16
"
1 8
"14'-2
7
16
"
1 8
"17'-6
1 8
"
8'
1
8
"
8'
1
8
"
4
7
8
"
1
8
"
8'
SuperSpline: PBS-005
SuperSpline: PBS-008
(1) 2x
(1) 2x
SuperSpline: PBS-005
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008
(1) 2x
(2) 2x: PBS-308
SuperSpline: PBS-008
(1) 2x
(1) 2x
(2) 2x: PBS-308
(1) 2x
SuperSpline: PBS-005
(2) 2x: PBS-308
(1) 2x
(1) 2x
Roof (R4)
ZB A 11.25 A
5'-4
3 8
"14'-1113
16
"
1 8
"14'-2
1 2
"
1 8
"12'-5
1 4
"
8'
1
8
"
8'
1
8
" 4'-2
3
4
"
1
8
"
8'
1
8
"
8'
6
3
4
"
(1) 2x
SuperSpline: PBS-005
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-005
(2) 2x: PBS-308
(2) 2x: PBS-308
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008
(3) 2x D
F#
2
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-005
SuperSpline: PBS-005
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008
(1) 2x
(3) 2x D
F#
2
SuperSpline: PBS-005
SuperSpline: PBS-008
SuperSpline: PBS-005
SuperSpline: PBS-005
(1) 2x
(1) 2x
(3) 2x D
F#
2
SuperSpline: PBS-005
(1) 2x
Roof (R5)
ZB A 11.25 A
0"
22'-9 11/16"
4'
1
8
"
4'
1
8
" 3'-11
1
2
"
1
8
"
4'
1
8
"
4'
(1) 2x
I-Joist: PBS-309
(1) 2x
(1) 2x
I-Joist: PBS-309
I-Joist: PBS-309
I-Joist: PBS-309
(1) 2x
Roof (R6)
ZB A 11.25 A
0"
21'-1 7/16"
8'
1
8
"
11
3
4
"
1
8
"
8'
(1) 2x
SuperSpline: PBS-005
(1) 2x
(1) 2x
SuperSpline: PBS-005
(1) 2x
Roof (R7)
ZB A 11.25 A
8'
1 8
"7'-11
1 2
"
1 8
"
8'
1 8
"
8'
1 8
"
8'
17'-0
5
8
"
1
8
" 13'-2
3
16
" 4'-0
11
16
"
(1) 2x
SuperSpline: PBS-008
SuperSpline: PBS-005
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-005
SuperSpline: PBS-005
SuperSpline: PBS-005
(1) 2x
SuperSpline: PBS-005
(1) 2x
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-008
(1) 2x
(1) 2x
SuperSpline: PBS-005
SuperSpline: PBS-005
SuperSpline: PBS-005
SuperSpline: PBS-005
(1) 2x
Roof (R8)
ZB A 11.25 A
12 1/4" Panels
5'-0
3
16
"
CONTRACTOR TO CUT
24" X 48" SKYLIGHT IN
FIELD BETWEEN PBS-308
CONNECTIONS
PRO
JECT IN
FO
RM
ATIO
N:
Carte
r Res
iden
ce5.
3.
4.
2.
1.
REVISIO
NS:
DATE
DRAFTER
#TYPE
DRAWN:
DATE:
SCALE:
OF
SHEET
CHECKED:
CAS
20180214
VARIES
NO.
5
2017
0616
-000
3W
est R
ichl
and,
WA
993
3610
0% R
ECY
CLED
PA
PER
THES
E PL
AN
S PR
INTE
D O
N
270 Floss Flat, Suite A
Belgrade, MT 59714
406-388-5553
PR
EM
IER
SIP
SB
YA
Co
mp
an
y
STRU
CTURA
L IN
SULA
TED P
ANEL
SD
ATE
SIG
NATU
RE
CU
STO
MER APPRO
VAL:
AS A SU
PPLIER O
F M
ATERIALS, PREM
IER BU
ILD
IN
G SYSTEM
S D
OES
NO
T ASSU
ME RESPO
NSIBILITY FO
R ERRO
RS IN
D
ESIG
N,
EN
GIN
EERIN
G, O
R D
IM
EN
SIO
NS. O
WN
ER/AG
EN
T (ARCH
ITECT,
CO
NTRACTO
R, AN
D/O
R IN
STALLER) SH
ALL VERIFY ALL
DIM
EN
SIO
NS AN
D SIZES AN
D BY SIG
NIN
G TH
ESE PLAN
S, TH
E
OW
NER TAKES FU
LL RESPO
NSIBILITY FO
R TH
EIR ACCU
RACY.
19727 57th Ave
Puyallup, Wa 98375
800-275-7086
02-21-18
CAS
C-Rev
03-29-18
CAS
Final
03-29-18
CAS
Final E-Rev
PBS-005
PANEL AS
HEADER
SEE DESIGN
CHARTS
SEE PBS-202
STANDARD
WINDOW
WRAP
PBS-005
PREMIER SPLINE
PBS-006
I-JOIST SPLINE
PBS-007
LUMBER SPLINE
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
PBS-314
PBS-106
PBS-308
PBS SIP FLOOR OR
CONVENTIONAL JOISTS
PBS-318
PBS-301
COLUMN FOR
RIDGE BEAM
EMBEDDED
IN PANEL
PBS-002
SECTION
STEEL BEAM
OR COLUMN
MEMBER
BLOCKING MIN.
3 1/2" WIDE
LAG SCREWS INTO
BLOCKING TO
TOP CHORD OF
TRUSS OR STEEL
BEAM.SEE ENGINEER
OF RECORD
PREMIER SCREWS @ 12" O.C.
W/ 1" MINIMUM PENETRATION
U.N.O.
PREMIER METAL TAPPING
SCREWS @ 12" O.C. U.N.O.
STEEL GIRT OR
PURLIN MEMBER
PBS FLOOR,
WALL, OR ROOF
PANEL
PBS-004
PANEL TO STEEL GIRT
OR SUPPORT CONNECTION
1/8" GAP
PREMIER BLOCK
SPLINE
PBS FLOOR,
WALL, OR ROOF
PANEL
PREMIER MASTIC
TYPICAL EACH SIDE
REFER TO PBS-014
FASTEN SPLINES WITH
8d NAILS @ 6" O.C.
OR EQUIVALENT. U.N.O.
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
PBS-005
PREMIER BLOCK
SPLINE CONNECTION
1/8" GAP
DOUBLE 2x
LUMBER SPLINE
CONTINUOUS BETWEEN SUPPORTS
PBS FLOOR,
WALL, OR ROOF
PANEL
PREMIER MASTIC
TYPICAL EACH SIDE
REFER TO PBS-014
FASTEN SPLINES WITH
8d NAILS @ 6" O.C.
OR EQUIVALENT. U.N.O.
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
16d NAILS @ 12" O.C.
IN (2) ROWS, STAGGERED
W/ MASTIC BETWEEN
2x MEMBERS
PBS-007
DOUBLE 2x LUMBER
SPLINE CONNECTION
1/8" GAP
PREMIER BLOCK
SPLINE
PBS FLOOR,
WALL, OR ROOF
PANEL
PREMIER MASTIC
TYPICAL EACH SIDE
REFER TO PBS-014
FASTEN SPLINES WITH
8d NAILS @ 3" O.C.
OR EQUIVALENT. U.N.O.
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
MINIMUM 3" WIDE BEAM.
PANELS REQUIRE MIN. 1 1/2" BEARING
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
PREMIER SCREWS @ 12" O.C.
W/ 1" MINIMUM PENETRATION
INTO SUPPORT BELOW U.N.O.
PBS-008
BLOCK SPLINE FASTENED
AT TOP SKIN ONLY
1/8" GAP
PREMIER BLOCK
SPLINE
PBS FLOOR,
WALL, OR ROOF
PANEL
PREMIER MASTIC
TYPICAL EACH SIDE
REFER TO PBS-014
FASTEN SPLINES WITH
8d NAILS @ 3" O.C.
OR EQUIVALENT. U.N.O.
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
MINIMUM 3" WIDE BEAM.
PANELS REQUIRE MIN. 1 1/2" BEARING
SIP TAPE ON (WINTER) WARM
SIDE OF PANEL. REFER TO PBS-013 AND
TO TECHNICAL BULLETINS #28
AND #32 FOR SIP TAPE APPLICATION
PREMIER SCREWS @ 12" O.C.
W/ 1" MINIMUM PENETRATION
INTO SUPPORT BELOW U.N.O.
STEEL BEAM
OR COLUMN
MEMBER
LAG SCREWS INTO BLOCKING TO
TOP CHORD OF TRUSS OR STEEL
BEAM.SEE ENGINEER OF RECORD
PBS-008a
BLOCK SPLINE FASTENED
OVER STEEL BEAM WITH NAILER
IN PLANE PANEL JOINT
PANEL TO PANEL CORNER
NOTE:
6" SIP TAPE USED
AT PANEL TO PANEL
CONNECTION WHERE
BUTTED TOGETHER
NOTE:
12" SIP TAPE USED
AT PANEL TO PANEL
CORNER CONNECTION
PANEL JOINT OVER BEAM
18" SIP TAPE*
NOTE:
18" SIP TAPE USED
AT PANEL TO PANEL
CONNECTION OVER
BEAMS
SURFACE PREPARATION
ALL SURFACES MUST BE CLEAN, DRY AND FREE OF DIRT, OIL, AND
ANY OTHER CONTAMINANTS.
DO NOT APPLY SIP TAPE ON THE UNDERSIDE OF ROOF PANELS
PRIOR TO THE INSTALLATION OF THE ROOFING UNDERLAYMENT
AND FINAL ROOF COVERING. SURFACE TEMPERATURE OF THE
MATERIAL PBS SIP TAPE IS BEING APPLIED TO SHOULD BE 20° F
OR WARMER.
TAPE INSTALLATION
CENTER TAPE OVER JOINT, REMOVE BACKING AND PRESS FIRMLY
INTO PLACE. PRESS FROM THE CENTER OUTWARD TO ENSURE A
TIGHT SEAL. AFTER TAPE HAS BEEN INSTALLED REMOVE BUBBLES
AND WRINKLES WITH A ROLLER OR SIMILAR TOOL.
JOINTS OVER BEAMS
ROLL OUT TAPE CENTERED OVER BEAM PRIOR TO PANEL
INSTALLATION AND SECURE WITH STAPLES. AFTER PANELS ARE
INSTALLED AND SECURED OVER TAPE, REMOVE BACKING AND
PRESS FIRMLY INTO PLACE.
OVERLAPS AND "T" JOINTS
TAPE FOR PANEL TO PANEL CORNERS AND PANEL JOINTS OVER
BEAMS SHOULD BE INSTALLED BEFORE IN PLANE PANEL JOINTS.
OVERLAP TAPE A MINIMUM OF 3" AT "T" JOINTS AND WHEN
CONTINUING A SEAM TO INSURE AN AIRTIGHT SEAL.
NOTES:
*REFER TO PBS TECHNICAL BULLETINS #28 & #32
FOR SIP TAPE APPLICAITON.
(INSTALL LAST)
(INSTALL SECOND)
(INSTALL FIRST)
12" SIP TAPE ON (WINTER)
WARM SIDE OF PANEL*
6" SIP TAPE ON (WINTER)
WARM SIDE OF PANEL*
PANEL SPLINE
(i.e. BLOCK SPLINE,
LUMBER, ETC...)
PBS-013
SIP TAPE APPLICATION
NOTES:
1. REFERENCE PROVIDED PBS DETAILS FOR SPECIFIC MASTIC
APPLICATION LOCATIONS.
2. USE 3/8" DIAMETER CONTINUOUS BEAD ON ALL FOAM TO
FOAM AND WOOD TO FOAM INTERFACES.
3. USE 3/16" DIAMETER CONTINUOUS BEAD ON ALL WOOD TO
WOOD INTERFACES.
4. MASTIC TO BE APPLIED IN A STRAIGHT LINE. THE MASTIC
IS NOT AN ADHESIVE, IT'S A INTENDED TO PERFORM AS A
LIQUID APPLIED SEALANT. MASTIC APPLIED IN A WAVY
LINE WILL INCREASE THE LENGTH OF THIS SEALANT AND
DECREASE PERFORMANCE.
5. AFTER PRODUCTION DETAILS ARE GENERATED WE WILL
INCLUDE ENOUGH MASTIC TO APPLY (1) 3/8" BEAD AND (2)
3/16" BEADS AROUND THE ENTIRE FABRICATED PANEL
PERIMETER INCLUDING OPENINGS. WE THEN ADD 20%
EXTRA AS A BUFFER. IF YOU REQUIRE ADJUSTMENT TO THE
MASTIC PROVIDED BE SURE TO NOTIFY PREMIER PRIOR TO
SIGNING A CONTRACT OF SALE.
6. FAILURE TO FOLLOW MASTIC APPLICATION INSTRUCTIONS
WILL VOID WARRANTY. IT IS CRITICAL THAT PANELS ARE
SEALED CORRECTLY TO PREVENT MOISTURE FROM
CONDENSING INSIDE THE PANELS. ADEQUATE AIR
EXCHANGE EQUIPMENT WILL SIGNIFICANTLY REDUCE THIS
RISK, CHECK WITH A MECHANICAL ENGINEER FOR SPECIFIC
REQUIREMENTS FOR YOUR STRUCTURE.
PBS WALL PANEL
3/16" DIAMETER BEAD ON
ALL WOOD TO WOOD
INTERFACES
3/8" DIAMETER BEAD ON
ALL FOAM AND WOOD TO
FOAM INTERFACES
ADD CONNECTED BEAD
OF MASTIC AROUND
ELECTRICAL CHASES
PBS-014
MASTIC APPLICATION
STICK FRAMED
WALL CONSTRUCTION
BY OTHERS
PBS SIP
ROOF PANEL
PREMIER SCREWS
@ 12" O.C. OR
PER ENGINEERING
W/ 1" MIN.
PENETRATION
INTO TOP PLATE
BEVELED 2x BLOCKING
TOE NAIL W/ 16d NAILS
@ 12" O.C. TOP AND
BOTTOM AFTER ALL
ELECTRICAL HAS BEEN
COMPLETED
HELPFUL HINT:
WEDGE BEHIND BEVELED
BLOCK CAN BE A GOOD PLACE
TO RUN ELECTRICAL WIRES
AFTER ROOF SCREWS ARE IN PLACE
USE EXPANDABLE
FOAM TO FILL
WEDGE BEFORE
INSTALLING
BEVELED BLOCK
FINISH INTERIOR OF
PANEL AS REQUIRED
BY CODE.
PBS-302
PANEL ROOF TO 2x WALL
WITH BEVELED BLOCK
P
B
S
-
0
0
6
PREMIER I-JOISTS ONLY AVAILABLE FOR 10" AND 12" PANELS
SIP TAPE ON (WINTER) WARM SIDE OF PANEL.
REFER TO PBS-013 AND TO TECHNICAL
BULLETINS #28 AND #32 FOR SIP
TAPE APPLICATION
EDGE MATERIAL
2x LUMBER OR
ENGINEERED
EQUIVALENT
I-JOISTS MUST BE
CONTINUOUS BETWEEN
SUPPORTS
PREMIER MASTIC
TYPICAL EACH SIDE
REFER TO PBS-014
C
O
N
S
U
L
T
L
O
A
D
D
E
S
I
G
N
C
H
A
R
T
S
F
O
R
A
L
L
O
W
A
B
L
E
P
A
N
E
L
S
P
A
N
S
4
'
W
I
D
E
P
A
N
E
L
S
T
Y
P
I
C
A
L
F
O
R
P
B
S
-
0
0
6
J
O
I
N
T
S
PBS-309
ISOMETRIC I-JOIST PANEL
JOINT CONNECTION
P
B
S
-
0
0
7
SIP TAPE ON (WINTER) WARM SIDE OF PANEL.
REFER TO PBS-013 AND TO TECHNICAL
BULLETINS #28 AND #32 FOR SIP
TAPE APPLICATION
EDGE MATERIAL
2x LUMBER OR
ENGINEERED
EQUIVALENT
LUMBER MUST BE
CONTINUOUS BETWEEN
SUPPORTS
PREMIER MASTIC
TYPICAL EACH SIDE
REFER TO PBS-014
C
O
N
S
U
L
T
L
O
A
D
D
E
S
I
G
N
C
H
A
R
T
S
F
O
R
A
L
L
O
W
A
B
L
E
P
A
N
E
L
S
P
A
N
S
4
'
W
I
D
E
P
A
N
E
L
S
T
Y
P
I
C
A
L
F
O
R
P
B
S
-
0
0
7
J
O
I
N
T
S
PBS-308
ISOMETRIC 2x PANEL
JOINT CONNECTION
ALL FLOOR/ROOF OPENINGS MUST BE APPROVED BY A LICENSED ENGINEER.
RIM BOARD NOT SHOWN FOR CLARITY
NOTE:
FOR OPENINGS LARGER IN SIZE THAN SHOWN ABOVE OR FOR OPENINGS THAT CUT
THROUGH SPLINES, ADDITIONAL FRAMING TO SUPPORT PANEL EDGES MAY BE NEEDED
PER ENGINEERING REQUIREMENTS.
4
'
W
I
D
E
P
A
N
E
L
S
3
'
-
9
"
M
A
X
I
M
U
M
L
E
N
G
T
H
O
F
O
P
E
N
I
N
G
S
U
B
J
E
C
T
T
O
E
N
G
I
N
E
E
R
I
N
G
R
E
V
I
E
W
M
A
X
.
W
I
D
T
H
O
F
O
P
E
N
I
N
G
S
E
E
N
O
T
E
STRUCTURAL BEARING
MEMBERS WITH MINIMUM
1 1/2" BEARING EACH PANEL
PBS SIP
FLOOR/ROOF
PANEL
ALL STRUCTURAL
PBS SPLINES
(PBS-006 & PBS-007)
TO RUN CONTINUOUS
BETWEEN SUPPORTS.
PBS-310
PANEL ROOF / FLOOR
OPENING FRAMING
PANELS UP TO 16'-0" LONG REQUIRE (4)
PREMIER SCREWS PER SUPPORT FOR
SINGLE AND TWO SPAN CONDITIONS
U.N.O.
PANELS ANY LENGTH WITH MULTIPLE
SPAN CONDITIONS REQUIRE (4) PREMIER
SCREWS PER SUPPORT U.N.O.
PANELS GREATER THAN 16'-0" LONG
REQUIRE (6) PREMIER SCREWS PER
SUPPORT FOR SINGLE AND TWO SPAN
CONDITIONS U.N.O.
ALL PANELS ARE SHOWN 4' WIDE
PBS-313
FLOOR AND ROOF PANEL
FASTENING PATTERNS
A B
C D
SOFFIT BOARD
PBS SIP
ROOF PANEL
PBS SIP
WALL PANEL
OR STICK FRAMED
WALL
SEE PBS-301, PBS-302, PBS-303 FOR ROOF CONNECTION TO WALL
PREMIER MASTIC TYPICAL
EACH SIDE REFER TO PBS-014
FASCIA BOARD
SOFFIT FRAMING
DESIGN AND
VENTING BY OTHERS
DRIP EDGE
EXTEND ICE AND WATER
SHIELD FROM FASCIA
IF REQUIRED
8d NAILS @ 6" O.C.
OR EQUIV. EACH SIDE.
U.N.O.
PBS SIP
ROOF PANEL
PREMIER MASTIC TYPICAL
EACH SIDE REFER TO PBS-014
FASCIA BOARD
DRIP EDGE
EXTEND ICE AND WATER
SHIELD FROM FASCIA
IF REQUIRED
8d NAILS @ 6" O.C.
OR EQUIV. EACH SIDE.
U.N.O.
PBS SIP
WALL PANEL
OR STICK FRAMED
WALL
PBS SIP
ROOF PANEL
PBS SIP
WALL PANEL
OR STICK FRAMED
WALL
PREMIER MASTIC TYPICAL
EACH SIDE REFER TO PBS-014
FASCIA BOARD
SOFFIT FRAMING
DESIGN AND
VENTING BY OTHERS
DRIP EDGE
EXTEND ICE AND WATER
SHIELD FROM FASCIA
IF REQUIRED
8d NAILS @ 6" O.C.
OR EQUIV. EACH SIDE.
U.N.O.
SOFFIT BOARD
PBS SIP
ROOF PANEL
PREMIER MASTIC TYPICAL
EACH SIDE REFER TO PBS-014
FASCIA BOARD
DRIP EDGE
EXTEND ICE AND WATER
SHIELD FROM FASCIA
IF REQUIRED
8d NAILS @ 6" O.C.
OR EQUIV. EACH SIDE.
U.N.O.
PBS SIP
WALL PANEL
OR STICK FRAMED
WALL
PBS-314
OVERHANG EAVE DETAILS
GENERAL SIP PLAN NOTES
A. CONTRACTOR TO VERIFY ALL ON SITE DIMENSIONS PRIOR TO STARTING INSTALLATION OF SIP PANELS. NOTIFY MANUFACTURER IMMEDIATELY IF ACTUAL SITE DIMENSIONS VARY FROM THOSE SHOWN ON THESE DRAWINGS.
B. ANY FIELD MODIFICATION OF THE PANELS SHALL BE IN ACCORDANCE WITH APPROVED PREMIER DETAILS AND GOOD CONSTRUCTION PRACTICES UNLESS OTHERWISE APPROVED BY THE PANEL ENGINEER AND THE ENGINEER OF RECORD FOR THE PROJECT
C. IT IS CONTRACTOR'S SOLE RESPONSIBILITY TO PROPERLY SEAL ALL SIP PANELS AT ALL POTENTIAL LEAK POINTS FOR AIR TO ENTER THE SIP ROOF PANELS FROM THE INTERIOR SPACE & PREVENT ROOF LEAKS.
D. IT IS CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE PANELS REMAIN DRY DURING THE COURSE OF ERECTION. IF PANELS DO GET WET, CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY DRY PANELS, INCLUDING JOINTS.
E. BUILDING DESIGNER OR ENGINEER OF RECORD SHALL REVIEW THESE DRAWINGS TO ENSURE THE PANEL ENGINEERING MEETS ALL REQUIRED DESIGN CRITERIA. ROOF PANELS DESIGNED FOR 20 PSF DEAD LOAD, 25 PSF ROOF SNOW LOAD (PER EOR).
F. ATTACH ALL ROOF PANELS W/ 8d NAILS @ 6" O.C. TOP & BOTTOM. WHERE PANEL JOINTS OCCUR OVER SUPPORTING FRAMING, ATTACH W/ 8d NAILS @ 3" O.C. TOP SIDE ONLY, UNLESS NOTED OTHERWISE. CONTRACTOR TO ENSURE NO SPLITTING OF EMBEDDED LUMBER OCCURS.
G. ATTACH ALL ROOF PANELS TO SUPPORTS W/ SIP SCREWS @ 12" O.C., UNLESS NOTED OTHERWISE. ALL SCREWS SHALL HAVE 1" MIN THREAD EMBEDMENT INTO LUMBER (NOT INCLUDING DRILL POINT). STAGGER SCREWS AS REQ'D TO ENSURE NO SPLITTING OF SUPPORTING FRAMING OCCURS.
H. CONTRACTOR SHALL ENSURE ALL GAPS ARE COMPLETELY AND TOTALLY FILLED WITH MASTIC OR EXPANDING SPRAY FOAM, INCLUDING BUT NOT LIMITED TO ALL PANEL JOINTS, PENETRATIONS, LIFTING HOLES, ETC.
J. INSTALL SIP TAPE PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS AT ALL JOINTS
K. SEE EOR FRAMING PLANS & DETAILS FOR ALL SUPPORTING FRAMING ELEMENTS AND ALL SHEAR TRANSFER CONNECTIONS.
L. ALL SIP SCREWS SHALL BE INSTALLED PERPENDICULAR TO SIP ROOF PANELS (NOT PLUMB) W/ HEAD OF SCREW PARALLEL TO TOP OF PANEL. DO NOT OVERDRIVE SCREW HEADS INTO SIP SKIN
M. ALL EMBEDDED LUMBER SHALL BE FULL LENGTH WITHIN THE PANEL.
5