florida apl cover sheet - index · from soil or casting face top of panel (front) see detail for...

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PROJECT NAME:NOTE: THIS DRAWING AND THE INCLUDED DESIGN IS BASED ON INFORMATIONPROVIDED BY THE OWNER AND IS CERTIFIED FOR INTERNAL STABILITY OF THESINE WALL™ SYSTEM ONLY. EXTERNAL STABILITY, INCLUDING BUT NOT LIMITEDTO FOUNDATION AND SLOPE STABILITY IS THE RESPONSIBILITY OF THE OWNER.THIS DRAWING AND THE INFORMATION CONTAINED AND/OR DEPICTED HEREON,EITHER EXPRESSLY OR IMPLIED, IS CONDITIONAL AND PROPRIETARY AND MAYNOT BE REUSED, REPRINTED, DISTRIBUTED OR OTHERWISE DISCLOSEDW IT H O U T TH E E X PR E S S W RI TT E N C O N S E NT O F S I N E WA L L™ , LL C.

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SUBMITTAL DATE: PROJECT NO.: PAGE #®

FLORIDA APL03/22/2016MP

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COVER SHEET - INDEX

SHEET INDEX

INDEX SHEET

SHEET NO. CONTENTS

TYPICAL DETAILS

STANDARD PANEL DETAILS DURABILITY CATEGORY 2A & 2B

TYPICAL DETAILS

TYPICAL COPING DETAILS

CVR

1.01

5.01 TYPICAL OBSTRUCTION DETAILS

2.01

3.01

4.01

GENERAL NOTES & SPECIFICATIONSNTS

®

6.01 ACUTE CORNER & ABUTMENT DETAILS

STANDARD PANEL DETAILS DURABILITY CATEGORY 2C & 2D1.02

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No. 71965

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GENERAL NOTES MATERIALS PROVIDED BY SINE WALL

SPECIFICATIONS NOTES

MSE

PA

NEL

SYS

TEM

PRECAST CONCRETE

STANDARD PANEL SIZE 5'x5'

CONCRETE STRENGTH f'c = PER PROJECT REQUIREMENTS

COPING, CORNER & SLIP JOINT

CONCRETE SURFACE FINISH

PANEL SMOOTH/LINER SEE SEPARATE LINER SUBMITTAL PLAIN GRAY, COLORED, ETC.

COPING, CORNER & SLIP JOINT SMOOTH PLAIN GRAY, COLORED, ETC.

STEEL REINFORCING

PANEL ASTM A615 OR A996 GRADE 60 COATING: BLACK

COPING, CORNER & SLIP JOINT ASTM A185 OR ASTM A497, GRADE 65 - WELDED WIRE FABRIC REINFORCING

SINEstrip CONNECTOR ASTM A 1011, GRADE 50 **GALVANIZED

SINEstrip - US PATENT 7,270,502 1.5" - 2.0" - 2.5" - 3.0" WIDE

GALVANIZED GRADE 65 - ASTM A1011

ABUTMENT SINEstrip (TOTAL CT. OF STRIPS BY LENGTH @ EA. ABUTMENT) 1.5" - 2.0" - 2.5" - 3.0" WIDE

(SINEstrip FOR ABUTMENT BACKWALL)

BINstrip 2.0" - 2.5" WIDE

(FLATstrip IN ACUTE CORNER)

BOLTS - NUTS 1/2" DIA x 1.25" LONG - 1/2" DIA x 2" LONG **GALVANIZED

BOLTS: ASTM A325

NUTS: ASTM A563

GEOTEXTILE JOINT FABRIC 12" WIDE

PER FDOT STANDARD SPECIFICATIONS SECTION 985

BEARING PADS 3"x4"x3/4"

ASTM D-2000 M2AA 807

DUROMETER HARDNESS OF 80 +/-5

SPLICE PLATE 2"x10" *GALVANIZED


STEEL ANGLE (IF APPLICABLE) SIZE VARIES - SEE DETAILS *GALVANIZED

GRADE 36

*HOT-DIP GALVANIZED PER ASTM A123, AASHTO M111 WITH 2.0 OZ./SF OR 3.4 MILS THICKNESS.

**GALVANIZED PER ASTM A153.

SEE FLORIDA DOT SPEC. 346-3 FORCLASSIFICATION, STRENGTH, SLUMP AND

AIR CONTENT

*GALVANIZED

*GALVANIZED

*GALVANIZED



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GENERAL NOTES & SPECIFICATIONS

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No. 71965

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SINEstrip CONNECTOR DETAILNO SCALE

DTL "1" - SECTION VIEW DTL "C" - TOP VIEW

3 1/2"

1 1/2"

4"

1 1/2"

7 1/2"

2"1"

3 1/2"4"

℄ 1/2"Ø A325 BOLT,A563 NUT,GALVANIZED

PANEL BACK FACE

SINEstripCONNECTION

SINEstrip(US PATENT7,270,502)

SINEstripCONNECTORASTM A1011GR. 50,GALVANIZED

PANEL BACK FACE

SINEstripCONNECTION

C

℄ 9/16"HOLE

SECTION 'A'NO SCALE

5'-0" 5'-0"

1'-2 3/4"

1'-2 3/4"

1 1/2"

1 1/2"

2" CLR.

DETAIL 1

PANELFRONTFACE

SEE ELEVATION FORREINFORCING SIZE& SPACING

SECTION 'B'NO SCALE

5 1/2"

X1 X2 X3,ETC... X1


X3, etc...

5'-0"

5'-0"

1'-3"1'-3"

1'-2 3/4"

1'-2 3/4"

X2X1 X1

B

A

5x5 PRECAST PANEL ELEVATIONFROM SOIL OR CASTING FACE

TOP OF PANEL(FRONT)

SEE DETAIL FOR COUNT & SPACINGOF SINEstrip CONNECTIONS

℄ SINEstripCONNECTION(TYP.)

℄ LIFTING DEVICE (TYP.)1 TON CAPACITY EACH

10" 10"9" 8" 6" 8" 9"

TYP. 5'-0" PANEL WIDTH

2

3

4

5

2'-6"1'-3" 1'-3"

1'-3"1'-3" 1'-3"1'-3"

10"1'-3" 1'-3"10"10"

9"1'-0" 1'-0"9"9" 9"

# SINEstripSTRIP CONNECTORSPER ELEVATION

#4 REBAR

5X5 PANEL - CONNECTOR SPACING (REBAR)NO SCALE

4'-8"

4'-8"

5'-0"

5'-0"

B

A

5x5 PANEL REINFORCING ELEVATION (REBAR)FROM SOIL OR CASTING FACE

2" CLR.(TYP ALL AROUND,

UNLESS NOTED OTHERWISE

10" 9" 8" 10"9"8"6"#4 BARS EACH WAYSPACING AS SHOWN

10 3/4"

10 3/4"

8"

11 1/4"

11 1/4"

8"


2

3

4

5

2'-4"1'-4" 1'-4"

1'-2"1'-4" 1'-4"1'-2"

1'-1"1'-0" 1'-0"1'-1"10"

9"1'-0" 1'-0"9"9" 9"


5X5 PANEL - CONNECTOR SPACING (MESH)NO SCALE

6" 4" 5" 4" 6" 4" 5" 4" 6"8" 8"

REBAR LAYOUT TO BEDETAILED ON PROJECTSHOP DRAWINGS. TYPICALLAYOUT SHOWN.

5'-0"

5'-0"

B

A

5x5 PANEL REINFORCING ELEVATION (MESH ALTERNATIVE)FROM SOIL OR CASTING FACE



D6.1XD6.1

4'-5"

4'-5"

4"

8"

6"

6"

6"

4"

8"

6"

5 1/2"

6 1/2"

6" 4" 5" 4" 6" 4" 5" 4" 6"8" 8"

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STANDARD PANEL DETAILSDURABILITY CATEGORY 2A & 2B

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2

3

4

5

2'-4"1'-4" 1'-4"

1'-2"1'-4" 1'-4"1'-2"

1'-1"1'-0" 1'-0"1'-1"10"

9"1'-0" 1'-0"9"9" 9"


5X5 PANEL - CONNECTOR SPACING (MESH)NO SCALE

6" 4" 5" 4" 6" 4" 5" 4" 6"8" 8"

SECTION 'B'NO SCALE

7"

X1 X2 X3,ETC... X1


4'-6"

4'-6"

5'-0"

5'-0"

B

A

5x5 PANEL REINFORCING ELEVATION (REBAR)FROM SOIL OR CASTING FACE



10" 9" 8" 10"9"8"6"#4 BARS EACH WAYSPACING AS SHOWN

10 3/4"

10 3/4"

8"

11 1/4"

11 1/4"

8"

10" 10"9" 8" 6" 8" 9"


2

3

4

5

2'-6"1'-3" 1'-3"

1'-3"1'-3" 1'-3"1'-3"

10"1'-3" 1'-3"10"10"

9"1'-0" 1'-0"9"9" 9"


#4 REBAR

5X5 PANEL - CONNECTOR SPACING (REBAR)NO SCALE

SINEstrip CONNECTOR DETAILNO SCALE

DTL "1" - SECTION VIEW DTL "C" - TOP VIEW

3 1/2"

1 1/2"

4"

1 1/2"

7 1/2"

2"1"

3 1/2"4"

℄ 1/2"Ø A325 BOLT,A563 NUT,GALVANIZED

PANEL BACK FACE

SINEstripCONNECTION

SINEstrip(US PATENT7,270,502)

SINEstripCONNECTORASTM A1011GR. 50,GALVANIZED

PANEL BACK FACE

SINEstripCONNECTION

C

℄ 9/16"HOLE

SECTION 'A'NO SCALE

5'-0" 5'-0"

1'-2 3/4"

1'-2 3/4"

1 1/2"

1 1/2"

3" CLR.

DETAIL 1

PANELFRONTFACE


X3, etc...

5'-0"

5'-0"

1'-3"1'-3"

1'-2 3/4"

1'-2 3/4"

X2X1 X1

B

A

5x5 PRECAST PANEL ELEVATIONFROM SOIL OR CASTING FACE

TOP OF PANEL(FRONT)

SEE DETAIL FOR COUNT & SPACINGOF SINEstrip CONNECTIONS

℄ SINEstripCONNECTION(TYP.)

℄ LIFTING DEVICE (TYP.)1 TON CAPACITY EACH

REBAR LAYOUT TO BEDETAILED ON PROJECTSHOP DRAWINGS. TYPICALLAYOUT SHOWN.

5'-0"

5'-0"

B

A

5x5 PANEL REINFORCING ELEVATION (MESH ALTERNATIVE)FROM SOIL OR CASTING FACE



D6.1XD6.1

4'-5"

4'-5"

4"

8"

6"

6"

6"

4"

8"

6"

5 1/2"

6 1/2"

6" 4" 5" 4" 6" 4" 5" 4" 6"8" 8"

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STANDARD PANEL DETAILSDURABILITY CATEGORY 2C & 2D

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FINISHED GROUND

NOTES:

1. GEOTEXTILE TO BE ATTACHED TO THEBACK OF THE PANEL USING ADHESIVE2. USE ENOUGH ADHESIVE TO HOLDGEOTEXTILE IN PLACE DURING BACKFILLOPERATIONS.3. FABRIC SHALL OVERLAP A MINIMUM OF 4"

CONCRETE LEVELING PAD

12" TYPICAL WIDTH

CENTERED ATPANEL JOINT

TOP OF COPING

TYPICAL FILTER FABRIC AND BEARING PAD DETAILNO SCALE

INSTALL 2 - 3" X 4" x 3/4" BEARING PADSPER PANEL. INSTALL @ ±15" FROM EACHEND OF PANEL

15" 15"

3/4"JOINT

3/4"JOINT

3" x 4" x 3/4" BEARING PAD (TYP.)(2 PER PANEL)ALIGN WITH BACK OF PANEL:INSTALL 2 PADS ±15" INFROM EACH END OF PANEL.

FILTER FABRICFRONT

FACE

12" WIDE FILTER FABRIC

TYPICAL LEVELING PAD STEPNO SCALE

TOP OF COPING

6" MAX

STEPHEIGHT

PANELJOINT℄

CONCRETELEVELING

PAD

SLIP JOINT

BEARING PADS(2 PER JOINT)

FACE OFWALL

GEOTEXTILE FABRIC WITH5" COVER MIN. ON EACHSIDE OF JOINT (TYP.)

SINEstrip (TYP.)

SLIP JOINT DETAILNO SCALE

SINEstripCONNECTOR

1/4" MIN. SPACEBETWEEN FACE OF SLIPJOINT & BACK OF PANEL

2" MIN. 2" MIN.

1'-0"

20"

TYPICAL SLIP JOINT ELEMENT ELEVATIONNO SCALE

PLACE TWO BEARINGPADS AT EACH JOINT,EQUAL DISTANCEFROM CENTER OFSLIP JOINT UNIT

ATTACH GEOTEXTILE TOADJACENT PANELS ANDSLIP JOINT ELEMENT WITH5" COVER (MIN.) EACH SIDE

PROVIDE 1" EXPANSIONJOINT MATERIAL

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TYPICAL DETAILS

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No. 71965

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ACUTE CORNER ELEMENT DETAILNO SCALE


PRECASTWALL PANEL

CORNER ELEMENT

GEOTEXTILE FABRIC WITH5" COVER (MIN. ON EACH

SIDE OF JOINT (TYP.)

90° CORNER ELEMENT DETAILNO SCALE

PRECASTWALL PANEL




CORNER ELEMENT

OBTUSE CORNER ELEMENT DETAILNO SCALE

PRECASTWALL PANEL




CORNER ELEMENT

TYPICAL CORNER ELEMENT ELEVATIONNO SCALE

PLACE TWO BEARINGPADS AT EACH JOINT,EQUAL DISTANCEFROM CENTER OFCORNER UNIT

ATTACH GEOTEXTILE TOADJACENT PANELS ANDCORNER ELEMENT WITH 5"COVER (MIN.) EACH SIDE

NOTE:SINEstrip THICKNESS MAY VARY FROM 0.130" (MIN.) TO0.180" (MAX.) AND INCREASE IN WIDTH TO 3.0" FORCERTAIN DESIGN APPLICATIONS. SEE PROJECT SPECIFICDRAWINGS AND CALCULATIONS.

4"

1 1/2"PLAN VIEW

SECTION A-A

2"

1/4"

CL

SECTION B-B

EQ.EQ.

9/16" DIA.BOLT HOLE

9/16" DIA.BOLT HOLE

A1 1/2"

1 1/2"

L

A

9/16" DIA.BOLT HOLE

3/8"

1/4"3/4"

3/4"5/8"

5/8"

±0.156"

±0.156"

SINEstrip DETAILNO SCALE

PATENT # 7,270,502

4"

1 1/2"PLAN VIEW

SECTION A-A

2"

1/4"

CL

SECTION B-B

EQ.EQ.

9/16" DIA.BOLT HOLE

9/16" DIA.BOLT HOLE

A2"

1 1/2"

1/4"

L

A

9/16" DIA.BOLT HOLE

3/8"

1"

1"7/8"7/8"

7/8"

±0.156"

±0.156"


PATENT # 7,270,502

4"

1 1/2"PLAN VIEW

SECTION A-A

2"

1/4"

CL

SECTION B-B

EQ.EQ.

9/16" DIA.BOLT HOLE

9/16" DIA.BOLT HOLE

A2 1/2"

1 1/2"

L

A

9/16" DIA.BOLT HOLE

3/8"

1 1/4"

1 1/4"

1/4"

1 1/8"

1 1/8"

±0.156"

±0.156"


PATENT # 7,270,502

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TYPICAL DETAILS

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No. 71965

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PRECAST COPING DETAILNO SCALE

3" MIN.1'-3" MAX.

(POST SETTLEMENT)

5-1/2"

CONTRACTOR TO FILLANCHOR RECESS WITHNON-SHRINK GROUT AFTERPLACEMENT OF COPING

(4) #4 REBAR CONTINUOUSW/ (6) #4 U-BARS EQUALLYSPACED (PER 10' SECTION OFCOPING)

LEVEL-UPCONCRETE ASREQUIRED

#4 x 2'-0" DOWELS (1'-0"EMBEDMENT) @ 18" ON CENTER.CONTRACTOR TO CUT DOWELSWHERE REQUIRED TO PROVIDE2" CLEAR TO TOP OF LEVEL-UPCONCRETE

PRECASTPANEL

1'-7"7 1/2"

5 1/4" 8 1/2" 5 1/4"

1'-3"

2'-0"

9"

2" MIN.

2" CLR.

CP2 PRECAST COPING DETAILNO SCALE

2'-0"

1'-3"

1 1/2" CLR.

1'-7"

7" 4"8"

9 1/2"

5-1/2"

LEVEL-UP CONCRETE AS REQUIRED

PRECAST PANEL FRONTFACE (EXPOSED)

3 1/4"6 1/4"

#4 x 2'-0" DOWELS (1'-0" EMBEDMENT)@ 18" ON CENTER. CONTRACTOR TOCUT DOWELS WHERE REQUIRED TOPROVIDE 2" CLEAR TO TOP OFLEVEL-UP CONCRETE

(4) #4 REBAR CONTINUOUS W/ (6) #4U-BARS EQUALLY SPACED (PER 10'SECTION OF COPING)

CONTRACTOR TO FILL ANCHORRECESS WITH NON-SHRINK GROUTAFTER PLACEMENT OF COPING


3" MIN.1'-3" MAX.

(POST SETTLEMENT)

5-1/2"OR 7"

CONTRACTOR TO FILLANCHOR RECESS WITHNON-SHRINK GROUT AFTERPLACEMENT OF COPING(4) #4 REBAR CONTINUOUSW/ (6) #4 U-BARS EQUALLYSPACED (PER 10' SECTION OFCOPING)

LEVEL-UPCONCRETE ASREQUIRED

#4 x 2'-0" DOWELS (1'-0"EMBEDMENT) @ 18" ON CENTER.CONTRACTOR TO CUT DOWELSWHERE REQUIRED TO PROVIDE2" CLEAR TO TOP OF LEVEL-UPCONCRETEPRECAST

PANEL

1'-7"4 1/2" 10" 4 1/2"

3 3/4" 11 1/2" 3 3/4"

1'-3"

2'-0"

3/4"

9"

2" MIN. PROVIDE 3 1/2" X 3 1/2"PRESERVATIVE TREATEDTIMBER BLOCKING @ 5' MAX.SPACING

2" CLR.


2'-0"

1'-3"

1 1/2" CLR.

1'-8"

5 1/2" 4 1/2"10"

11 1/2"

5-1/2"OR 7"



3 3/4"4 3/4" #4 x 2'-0" DOWELS (1'-0" EMBEDMENT)@ 18" ON CENTER. CONTRACTOR TOCUT DOWELS WHERE REQUIRED TOPROVIDE 2" CLEAR TO TOP OFLEVEL-UP CONCRETE



PROVIDE 3 1/2" X 3 1/2"PRESERVATIVE TREATED TIMBERBLOCKING @ 5' MAX. SPACING


2'-0"

1'-3"

1 1/2" CLR.

1'-8"

8" 4"8"

9 1/2"

5-1/2"



3 1/4"7 1/4"





2'-0"

10 1/4"2"

1'-7"

5 1/4" 5 3/4"8"

9"

5 1/2"OR 7"


NOTE: C.I.P. COPING SIMILAR


5 1/4"4 3/4"




6" 6"

TIMBER BLOCKINGPER INDEX 6100

3/4"1 1/4"

2" MIN.8 1/4" MAX

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TYPICAL COPING DETAILS

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No. 71965

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2" MIN.

15°MAX*

Ø VARIES

BACK FACE OFWALL PANEL

PIPE

ONE SINEstrip TO BE BENTABOVE OR BELOW PIPE ATCONTRACTOR'S OPTION (TYP.)

*NOTE: IF SINEstrip CONFLICTS WITHPIPE, BEND AS GRADUAL AS POSSIBLE

NO SCALETYPICAL STRIP BENDING DETAIL

1 1/2" 3 1/2"

A-

5"

3 1/2"

C-

5"x3"x1/4" STEEL ANGLE DETAIL FOR SINEstrip OBSTRUCTIONNO SCALE

1/2"

1/2"

SINEstrip,TYP.

SINEstrip,TYP.

SINEstripCONNECTOR,TYP.

5"3"

TOP VIEW

1 1/2"

B-

A-

9/16" Ø HOLE, TYP.

PRECASTPANEL

SINEstripCONNECTOR,TYP.9/16" ØHOLE

7"x4"x3/8"GALVANIZEDANGLE

9/16" ØHOLE

'B' SECTION VIEW

5"x3"x1/4" GALVANIZEDANGLE

9/16" Ø HOLE

PRECAST PANEL BACK FACE

SINEstrip

5"

3"

1/4"CL

'C' SECTION VIEW(AT CONNECTOR)

1 1/2" SINEstrip CONNECTOR,TYP.



9/16" Ø HOLE

3 1/2"

1/2"

CL

1/2" Ø BOLT & NUT

5"

3"

1/4"

2"

1/2"

3"

1/2" Ø BOLT & NUT

5"

3"

1/4"CL

'A' SECTION VIEW(AT CONNECTOR)

1 1/2"

SINEstrip CONNECTOR,TYP.



9/16" Ø HOLE

3 1/2"

1/2"

1/2" Ø BOLT & NUT

SINEstrip

4"

4"

1/2"

3" 2"

2 1/2" 4"x3"x1/4" x 3"LONG GALVANIZEDA36 STEEL ANGLE

11/16" Ø HOLE


SINEstrip, TYP.

ADDITIONAL CONNECTOR INSTALLATIONNO SCALE

4"

3"

1/4" OR 3/8"

1 9/16"

CL

CL

9/16" Ø HOLE

HILTI ADHESIVE ANCHOR (OR APPOVED EQUAL)SYSTEM WITH 1/2" Ø x 6" LONG HILTI HASANCHOR ROD ASSEMBLY AND HIT RE 500EPOXY SYSTEM INSTALL PERMANUFACTURER RECOMMENDATIONS

1/2" Ø A449 BOLT 2" LONG &NUT (GALVANIZED)

(2) ANGLE PIECES PERCONNECTOR ASSEMBLY

INSTALLATION NOTES:- THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERRECOMMENDATIONS FOR DRILLING, HOLE CLEANING, EPOXYAPPLICATION AND DRYING TIME.- INSTALL CONNECTOR ASSEMBLY AT LEAST 1'-0" FROM ANY PANELEDGE IN LINE WITH ADJACENT EMBEDDED SINEstrip CONNECTOR.

SECTION VIEW FRONT VIEW TOP VIEW

3"

3/16" MIN.TO

1/4" MAX.

3/16" MIN.TO

1/4" MAX.

3"

3"

4"

3"

4-1/2"

NEW CONNECTOR ASSEMBLY SECTION

2 1/2" 4"x3"x3/8" x 3" LONGGALVANIZED A36STEEL ANGLE


SINEstrip, TYP.

NEW CONNECTOR ASSEMBLY SECTION

ADDITIONAL CONNECTOR INSTALLATIONNO SCALE

4"

3"

1/4" OR 3/8"

1 1/2"

HILTI KWIK BOLT TZ EXPANSION ANCHOR(OR APPROVED EQUAL)SYSTEM WITH 5/8" Ø. x 6" LONG HILTIANCHOR. INSTALL PER MANUFACTURERRECOMMENDATIONS

1/2" Ø A449 BOLT 2" LONG &NUT (GALVANIZED)

(2) ANGLE PIECES PERCONNECTOR ASSEMBLY

INSTALLATION NOTES:- THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERRECOMMENDATIONS FOR INSTALLATION.- INSTALL ANCHORS AT LEAST 1'-0" FROM ANY PANEL EDGE.

SECTION VIEW FRONT VIEW TOP VIEW

4"

3"

3"

3/16" MIN.TO

1/4" MAX.

3"

3"

CL

CL

9/16" ØHOLE

3/16" MIN.TO

1/4" MAX.

3 1/4"

4 1/4"EMBED

4 1/2" DEEPHOLE

CO

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2016

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, LLC


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TYPICAL OBSTRUCTION DETAILS

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STATE OF

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DAV I D BRODOWSK

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VERTICAL OBSTRUCTION - NO SCALETYPICAL SKEWED SINEstrip AT ABUTMENT PILES

VARIES

5 1/2" TO 7"

6" MIN.

SINEstrip LENGTH

TYPICAL ABUTMENT WALL SECTION WITH SINEstripNO SCALE

BRIDGE ABUTMENT

FRONT FACE OFPANEL WALL

CONCRETELEVELING PAD

FINISHEDGROUND

COMPACTEDEARTH FILL

LIMIT OFBACKFILL

SINEstrip(TYP.)

UNDER DRAINPIPE(TYP.)

SELECTBACKFILL

APPROVED BONDBREAKER (BYOTHERS)

BIN STRIP, TYP.

SLIP JOINTCORNERELEMENT

SLIP JOINT

ACUTE CORNER ELEMENT DETAILNO SCALE

SINEstrip, TYP. NOTES

1. EACH PANEL NEEDS TO RECEIVE THE CALCULATEDNUMBER OF BIN STRIPS BUT THEY DO NOT HAVE TOCOME FROM OR GO TO THE MATCHING OPPOSINGPANEL. IF THE BIN STRIP HAS TO TAKE THECONNECTOR OF THE RESTRAINING STRIP (SINESTRIP)THERE WILL BE A FREED CONNECTOR FOR THERESTRAINING STRIP.

2. IN GENERAL, RESTRAINING STRIPS SHOULD BEATTACHED TO INTERIOR PANEL CONNECTORS, WHILEBIN STRIPS ARE ATTACHED TO THE OUTERCONNECTORS.

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HT

2016

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E W

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, LLC


Ph.: (919)453-2011 / Fax.: (513)297-7930


PAGE NAME: SET

CHECKEDBY:

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DESIGNBY:



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16 A

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ACUTE CORNER & ABUTMENT DETAILS

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L I C E N S E

No. 71965

STATE OF

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DAV I D BRODOWSK

I

florida apl cover sheet - index · from soil or casting face top of panel (front) see detail for...

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