pg5 shop details

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.

AutoCAD SHX Text

TM

PRO

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REVISIO

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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

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PA

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THES

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AN

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270 Floss Flat, Suite A

Belgrade, MT 59714

406-388-5553

PR

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Co

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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



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CAS

20180214

VARIES

NO.

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2017

0616

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Belgrade, MT 59714

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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

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DATE

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DATE:

SCALE:

OF

SHEET

CHECKED:

CAS

20180214

VARIES

NO.

5

2017

0616

-000

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WA

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3610

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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



(1) 2x

(1) 2x


(3) 2x D

F#

2

(1) 2x





(3) 2x D

F#

2



(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


Beveled: (3) 2x

(1) 2x


(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'



(1) 2x

(1) 2x


(1) 2x



(1) 2x



(1) 2x

(2) 2x: PBS-308


(1) 2x

(1) 2x

(2) 2x: PBS-308

(1) 2x


(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


(1) 2x



(2) 2x: PBS-308

(2) 2x: PBS-308

(1) 2x



(3) 2x D

F#

2

(1) 2x




(1) 2x



(1) 2x

(3) 2x D

F#

2





(1) 2x

(1) 2x

(3) 2x D

F#

2


(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


(1) 2x

(1) 2x


(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



(1) 2x





(1) 2x


(1) 2x

(1) 2x



(1) 2x

(1) 2x





(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

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FO

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3.

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1.

REVISIO

NS:

DATE

DRAFTER

#TYPE

DRAWN:

DATE:

SCALE:

OF

SHEET

CHECKED:

CAS

20180214

VARIES

NO.

5

2017

0616

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and,

WA

993

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Belgrade, MT 59714

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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.





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.






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.






MINIMUM 3" WIDE BEAM.

PANELS REQUIRE MIN. 1 1/2" BEARING







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.






MINIMUM 3" WIDE BEAM.

PANELS REQUIRE MIN. 1 1/2" BEARING







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



FASCIA BOARD

DRIP EDGE


SHIELD FROM FASCIA

IF REQUIRED

8d NAILS @ 6" O.C.


U.N.O.

PBS SIP

WALL PANEL

OR STICK FRAMED

WALL

PBS SIP

ROOF PANEL

PBS SIP

WALL PANEL

OR STICK FRAMED

WALL



FASCIA BOARD

SOFFIT FRAMING

DESIGN AND

VENTING BY OTHERS

DRIP EDGE


SHIELD FROM FASCIA

IF REQUIRED

8d NAILS @ 6" O.C.


U.N.O.

SOFFIT BOARD

PBS SIP

ROOF PANEL



FASCIA BOARD

DRIP EDGE


SHIELD FROM FASCIA

IF REQUIRED

8d NAILS @ 6" O.C.


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

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