Euro-Wall Systems, LLC

NOTE:1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING

REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASSCHART REQUIREMENTS.

2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF

THE CURRENT FBC.

3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING

BLOCKS AT

1

4

" SPAN FROM CORNERS.

GLAZING DETAIL 1

9/16" GLASS BITE

9/16" O.A. IMPACT GLASS CONSISTING OF:1/4" HEAT STRENGTHENED0.090" SENTRYGLAS INTERLAYER BY KURARAY1/4" HEAT STRENGTHENED

GLAZING DETAIL 2

1 1/4" O.A. IG IMPACT GLASS CONSISTING OF:1/4" TEMPERED1/2" ALUMINUM SPACER1/4" HEAT STRENGTHENED0.090" SENTRYGLAS INTERLAYER BY KURARAY3/16" HEAT STRENGTHENED

252530

14

17

9/16" GLASS BITE

DOW 995

EXTERIOR INTERIOR

DOW 995

EXTERIOR INTERIOR

TABLE OF CONTENTS

SHEET SHEET DESCRIPTIONGENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THEFOLLOWING:· TAS 201-94· TAS 202-94· TAS 203-94

2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTINGSYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIEDPRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFINSTALLATION.

3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THEENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFINSTALLATION.

4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANDMAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITECONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THEREQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER ORARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT.

5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TOPROTECT THIS PRODUCT IN WIND ZONE 3 OR LESS.

6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN WIND ZONE 4.

7. DOOR FRAME MATERIAL: EXTRUDED ALUMINUM (6063-T5).

8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E1300 GLASSCHARTS. SEE SHEET 1 FOR GLAZING DETAILS.

9. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTOCONTACT WITH ALUMINUM COMPONENTS SHALL BE PROTECTED INACCORDANCE WITH THE FBC.

Euro-Wall Systems, LLC

MS-MULTISLIDE SYSTEM

(WZ3) (IMPACT)

SHEET:

DWG. #:

1EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

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THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED

ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.

FL34003FL #:

PREP

ARED

BY:

HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC

398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004

FBPE CERT. OF AUTHORIZATION No. 29578

MS

MU

LTI-S

LIDE

SYS

TEM

(WZ3

)(IM

PACT

)

EURO-WALL SYSTEMS, LLC24100 TISEO BOULEVARD

PORT CHARLOTTE, FL 33980PH: 888-989-3876

2/15

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CORNER UNIT UPDATE LL 01/21

GEN

ERAL

NO

TES

& G

LAZI

NG

DETA

ILS

DESIGN PRESSURE RATING

MAX. UNIT DIMENSIONS DESIGN PRESSURE MISSILE IMPACT RATING

SEE SHEET 4 SEE SHEET 4 LMI & SMI

1 GENERAL NOTES & GLAZING DETAILS

2 ELEVATIONS

3

4

5

6

7 ANCHOR DETAILS

HORIZONTAL SECTIONS

VERTICAL SECTIONS

ANCHOR LAYOUT

8 INSTALLATION NOTES & ANCHOR SCHEDULE

9 BILL OF MATERIALS & COMPONENTS

DESIGN PRESSURE TABLES

LOCKINGLEVER(INT.)35.0"

1'PULLBAR(INT.) &

RECESSEDPULL

(EXT.):42.0"

TYPICAL ELEVATIONSLIDING GLASS DOOR

MAX.UNIT

HEIGHT

MAX.PANEL

MAX.D.L.O.

HEIGHT

MAX.D.L.O. WIDTH MAX. PANEL WIDTH

FRAME WIDTH

LOCKINGLEVER35.0"

RECESSEDPULL42.0"

*NOTE:· SEE SHEET 4 FOR QUALIFIED PANEL AND TRACKS.· FRAME WIDTH = NUMBER OF PANELS X PANELS WIDTH· MAX D.L.O WIDTH = PANEL WIDTH - 1.900"· MAX D.L.O HEIGHT = PANEL HEIGHT - 6.100"

A5 5

B

A6

QUALIFIED 90 DEGREE CORNER UNIT

SEE SHEET 6FOR CORNERDETAIL

"X/O""X/O""X/O" "X/O""X/O""X/O"

LOCKINGLEVER35.0"

(OPERABLEONY)

HANDLE42.0"

· APPROVED CONFIGURATIONS: 2 PANEL - OX, XO, XX 3 PANEL - OOX, XOO, XOX, XXO, OXX, XXX 4 PANEL - OXXO, OXXX, XXXO, XXOO, XOOX, OOXX, XXXX 5 PANEL - XXOOO, OOOXX, XXXXX, OXXXX, XXXXO 6 PANEL - OXXXXO, OXXXXP, XXXXXX, XXXOOO, OOOXXX, OOXXOOO, XOOOOX, XXXXXO, OXXXXX,XXXXXX 7 PANEL - XXXXXXX, OXXXXXX, XXXXXXO, OXXXXXO 8 PANEL - OXXXXXXO, OXXXXXXX, XXXXXXXO, XXXXXXXX

· POCKETS ARE QUALIFIED ON ANY CONFIGURATION.

· POCKETS ARE QUALIFIED FOR INSTALLATION ON EITHERSIDE OF THE SYSTEM. POCKETS ARE QUALIFIED TO BEUSED ON BOTH SIDE AT THE SAME TIME.

*SEE SHEET 4 FOR QUALIFIEDCORNER UNIT SIZE ANDRESPECTIVE DESIGN PRESSURES.

5C

6B

NOTE:

1) MAXIMUM OF 4 PANEL CONNECTED TOCORNER UNIT ON EACH SIDE.

SHEET:

DWG. #:

2EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

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44.4

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(WZ3

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)



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ELEV

ATIO

N

INTERIOR

ANCHOR LAYOUTSLIDING GLASS DOOR

EXTERIOR

EXTERIOR

MAX.12.0" O.C.

CORNERDISTANCE6.0"

3.0"3.0"

6.0"3.0"

3.0"3.0"

3.0"

6.0"3.0"

3.0" CORNERDISTANCE6.0"

INTERIOR

MAX.12.0" O.C.

CORNERDISTANCE6.0"

3.0"3.0"

6.0"3.0"

3.0"

3.0"6.0"

3.0" 3.0"3.0"

6.0"3.0"

3.0"

3.0"3.0"

6.0"3.0"

CORNERDISTANCE6.0"

3.0"3.0"

6.0"3.0"

3.0"

=ANCHORS LOCATED ON THEEXTERIOR TRACK=ANCHORS LOCATED ON THEINTERIOR TRACK

3.0"3.0"

6.0"3.0"

3.0"

MINIMUM 6.0"FROM OUTER-TRACKCORNER

MAX. 12.0" OCSTAGGEREDPATTERN

MINIMUM 6.0"FROM OUTER-TRACKCORNER

3.6"

ANCHOR PATTERN FOR 2 TRACKS(HEAD/SILL AND JAMBS)

MINIMUM 6.0"FROMOUTER-TRACKCORNER

1.2"

12.0" OCSTAGGERED

PATTERN12.0"

3.0"3.0"

6.0"

6.0"

EXTERIOR

INTERIOR

EX

TE

RIO

R

IN

TE

RIO

R

CL CL CL CL CL

CL

CL CL CL

CL

"X/O""X/O""X/O" "X/O""X/O""X/O"

SHEET:

DWG. #:

3EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

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ARED

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MU

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LIDE

SYS

TEM

(WZ3

)(IM

PACT

)



2/15

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ANCH

OR

LAYO

UT

PANELUNIT

HEIGHT

MAX. D.L.O. WIDTH PANEL WIDTHW1

PANEL WIDTHW2

TRIBUTARY WIDTH(W) = (W1+W2)/2

D.L.O HEIGHT

W

· APPROVED CONFIGURATIONS: 2 PANEL - OX, XO, XX 3 PANEL - OOX, XOO, XOX, XXO, OXX, XXX 4 PANEL - OXXO, OXXX, XXXO, XXOO, XOOX, OOXX, XXXX 5 PANEL - XXOOO, OOOXX, XXXXX, OXXXX, XXXXO 6 PANEL - OXXXXO, OXXXXP, XXXXXX, XXXOOO, OOOXXX, OOXXOOO, XOOOOX, XXXXXO, OXXXXX,XXXXXX 7 PANEL - XXXXXXX, OXXXXXX, XXXXXXO, OXXXXXO 8 PANEL - OXXXXXXO, OXXXXXXX, XXXXXXXO, XXXXXXXX

· POCKETS ARE QUALIFIED ON ANY CONFIGURATION.

· POCKETS ARE QUALIFIED FOR INSTALLATION ON EITHERSIDE OF THE SYSTEM. POCKETS ARE QUALIFIED TO BEUSED ON BOTH SIDE AT THE SAME TIME.

NOTE1) MAXIMUM OF 4 PANEL CONNECTED TO CORNER UNIT

ON EACH SIDE.

SHEET:

DWG. #:

4EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

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ARED

BY:




MS

MU

LTI-S

LIDE

SYS

TEM

(WZ3

)(IM

PACT

)



2/15

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1 9:

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.dw

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DESI

GN P

RESS

URE

TAB

LES

O.A.FRAMEHEIGHT

MAX.PANEL

HEIGHT

MAX.D.L.O.

HEIGHT

SEE GLAZINGDETAIL SHEET 1

5 3 TRACKS

VERTICAL SECTIONSLIDING GLASS DOOR

A


O.A.FRAMEHEIGHT

MAX.PANEL

HEIGHT

MAX.D.L.O.

HEIGHT

5 2 TRACK


B



1

12

18

3

8 8 1

12

18

3

16

1

4

8

3

16

1

4

8

3

1818

*NOTE:9/16" LAMINATED GLASS SHOWN1-1/4" INSULATED GLASS ALSO QUALIFIED

30

30

INTERIOREXTERIOR

INTERIOREXTERIOR

5 OPTIONAL SUNKEN SILL


C

O.A.FRAMEHEIGHT

MAX.PANEL

HEIGHT

MAX.D.L.O.

HEIGHT



8 1

12

18

3

16

1

4

8

3

18

MILL TABS ATDRAIN LOCATIONS

INTERIOREXTERIOR

2 TRACKS SHOWN, 3 TRACKS QUALIFIED

SHEET:

DWG. #:

5EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

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ARED

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MS

MU

LTI-S

LIDE

SYS

TEM

(WZ3

)(IM

PACT

)



2/15

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VERT

ICAL

SEC

TIO

NS

24

1

12

32

22

11

MAX. FRAMEWIDTH

MAX PANELWIDTH

MAX.D.L.O.

WIDTH

6 HORIZONTAL SECTION

CORNER DETAIL C6

HORIZONTAL SECTIONPOCKET WALL

B

MAX PANELWIDTH

MAX. D.L.O. WIDTH




11

18

5

1

7

10

24

1

*NOTE:9/16" LAMINATED GLASS SHOWN1 1/4" INSULATED GLASS ALSO QUALIFIED

6 HORIZONTAL SECTION

SLIDING GLASS DOORA

MAX.D.L.O.

WIDTH

MAX PANELWIDTH

26

27

1

9

9






SEE GLAZINGDETAIL

SHEET 1





SEE GLAZINGDETAIL SHEET 1 SEE GLAZING

DETAIL SHEET 1

1

12

32

11

SHEET:

DWG. #:

6EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

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44.4

738

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(WZ3

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2/15

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HORI

ZON

TAL

SECT

ION

S

INTERIOR

EXTERIOR

SUBSTRATE BY OTHERSMIN. EMBEDMENT

MIN. EDGE.DISTANCE

MIN. EDGE.DISTANCE

INTERIOREXTERIOR


MIN. EDGE.DISTANCE

INTERIOREXTERIOR

SUBSTRATE BY OTHERS

INTERIOREXTERIOR


MIN. EDGE.DISTANCE

7 3 TRACKS

ANCHOR DETAILTHROUGH FRAME INSTALLATION (HEAD)

A7 2 TRACKS


D

7 3 TRACKS

ANCHOR DETAILTRHOUGH FRAME INSTALLATION (SILL)

C 7 2 TRACKS

ANCHOR DETAILTHROUGH FRAME INSTALLATION (SILL)

FMINIMUMSPACING

MIN. EMBEDMENT

MIN. EDGE.DISTANCE

MAX 1/4" SHIMMAX 1/4" SHIM

STAGGERED ANCHORSSEE SHEET 3 FOR LAYOUT.


SEE SHEET 8 FORINSTALLATION ANCHOR

DETAILS


DETAILS


DETAILS


DETAILS

7 2 TRACKS


E7 OPTIONAL SUNKEN 3-TRACK INSTALLATION

VERTICAL SECTIONTHROUGH FRAME INSTALLATION (SILL)

B

MAX.1.903"

0.125"

DRAIN TUBES

MAX.1.903"

0.125"

INTERIOR

SUBSTRATE BY OTHERS


INTERIOREXTERIOR

SEE SHEET 8 FORINSTALLATION

ANCHORDETAILS

MIN. EMBEDMENT

MIN. EDGE.DISTANCE MINIMUM

SPACING

SEE SHEET 8 FORINSTALLATION

ANCHORDETAILS

DRAIN TUBES

EXTERIOR

MIN. EDGE.DISTANCE

MIN. EMBEDMENT

SHEET:

DWG. #:

7EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

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(WZ3

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2/15

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ANCH

OR

DETA

ILS

INSTALLATION NOTES:

1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN UNLESS SPECIFIED IN THEANCHOR SCHEDULE. TWO (2) INSTALLATION ANCHORS AT THE JAMBS.

2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USEDFOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.

3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION &SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCESARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.

4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLESHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.

5. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THEMINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDINGHOST SUBSTRATE.) SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION.

6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TOSTUCCO, FOAM, BRICK VENEER, AND SIDING.

7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT COATING.

8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACESHELL OF BLOCK.

9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.

ANCHOR SCHEDULE

METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGEDISTANCE

THROUGH FRAME

WOOD: MIN. SG = 0.55 #14 WOOD SCREW 1.5" 0.75"

METAL: 18 GAUGE STEEL,MIN. Fy = 33KSI

#12 SELF DRILLING ORSELF TAPPING SCREW

3 THREADS MINPENETRATION

BEYOND METAL0.50"

METAL: 1/8" MIN.THICKNESS ALUMINUM

MIN. 6063-T5

CONCRETE: f'c=3000PSI 1/4" ITW TAPCON 1.25" 2.00"

MASONRY: CMU perASTM C90 1/4" ITW TAPCON 1.25" 2.00"

SUBSTRATE BY OTHERS

INTERIOR

MIN.EMBEDMENT

1/4" SHIMSPACE

MIN. EDGEDISTANCE

MIN. EDGEDISTANCE

EXTERIOR

SUBSTRATE BY OTHERS

INTERIOR

MIN.EMBEDMENT

1/4" SHIMSPACE

MIN. EDGEDISTANCE

EXTERIOR

8 2 TRACK

ANCHOR DETAILTHROUGH FRAME (JAMB)

A8 3 TRACK

ANCHOR DETAILTHROUGH FRAME (JAMB)

B


SEE INSTALLATIONANCHOR DETAILS



MIN EDGE DISTANCE

MIN. EMBEDMENT

8ANCHOR DETAILPOCKET BRACKET INSTALLATION

C

ANCHOR FOR WALL BRACKET TO BE LOCATED AT A MAXIMUM OF 4"FROM THE CORNER AND MAXIMUM OF 12"O.C. SPACING

INTERIOR

EXTERIOR


SHEET:

DWG. #:

8EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

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FL34003FL #:

PREP

ARED

BY:




MS

MU

LTI-S

LIDE

SYS

TEM

(WZ3

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2/15

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INST

ALLA

TIO

N N

OTE

S &

AN

CHO

RSC

HEDU

LE

1 SASH RAIL/STILE6061-T5 2 2 TRACK JAMB/HEAD/SILL

6063-T5/POLYAMIDE

3 3 TRACK JAMB/HEAD/SILL6063-T5/POLYMIDE

4 SNAP TRACK6063-T5

5 SASH END CAP6063-T5 7 POCKET INTERLOCK

6063-T5

8 CONDENSATION ACC6063-T5 9 SASH/STILE INTERLOCK

6063-T5

10 CORNER ASTRAGAL STILE/SASH6063-T6

12 JAMB/HEADER TRIM6063-T5

14 MS-REDUCER6063-T5

BILL OF MATERIALSNO PART # DESCRIPTION MATERIAL

1 MS-SASH SASH RAIL/STILE 6061-T52 MS-2 TRACK 2 TRACK JAMB/HEAD/SILL 6063-T53 MS-3 TRACK 3 TRACK JAMB/HEAD/SILL 6063-T54 MS-SB SNAP TRACK 6063-T55 MS-SC SASH END CAP 6063-T56 MS-DC DRAIN COVER POLYMIDE7 MS-ILP POCKET INTERLOCK 6063-T58 MS-CON CONDENSATION ACC 6063-T59 MS-SI SASH/STILE INTERLOCK 6063-T5

10 CD-ASTRAGAL CORNER DOOR ASTRAGAL SASH/STILE 6063-T611 MS-RWS ROUND WEATHERSTRIP POLYMER12 MS-JHT JAMB/ HEADER TRIM 6063-T513 MS-AST ASTRAGAL 6063-T514 MS-GB GLAZING BEAD 6063-T515 MS-RL1 ROLLER 1 KEVLAR/SS/STEEL16 MS-RL2 ROLLER 2 KEVLAR/SS/STEEL17 MS-GG GLAZING GASKET EPDM18 MS-TWS T-SLOT SWEEP POLYMER21 MS-REDUCER REDUCER BAR 6063-T522 MS-PAWL-CAT SMALL PAWL CATCHAR S/S STEEL23 MS-LOCK LOCKING LEVER (DEBAR)24 MS-PAWL PAWL S/S STEEL25 CD AST BAR 9/16" GLAZING GASKET EPDM26 E0094-E MS 1 PIECE ASTRAGAL 6063-T527 E0097-A STEEL BAR .625"x 3.5" STEEL28 - ASTRAGAL REINFORCEMENT STEEL29 - LARGE PAWL CATCHER STEEL30 E0093-A MS 9-16 BEAD 6063-T5

15 ROLLER 1 KEVLAR/STEEL 16 ROLLER 2

KEVLAR/STEEL 22 PAWL CATCHERS/S STEEL 23 LOCKING LEVER

TBD

24 PAWLS/S STEEL

28 LARGE PAWL CATCHERS/S STEEL

1.771"

3.071"

4.173"

1.988"

6.573"

1.988"

0.722"

0.879"

0.433"

1.365"

1.543"

0.467"

3.071"

2.608"

4.250"

0.970"

0.787"

1.984"

0.764"

0.828"

0.625"

0.750"

26 MS 1 PIECE ASTRAGAL6063-T5

4.001"

3.783"

27 ASTRAGAL REINFORCEMENTSTEEL

3.500"

0.625"

30 9/16" GLAZING BEAD6063-T5

0.814"

1.024"

SHEET:

DWG. #:

9EWS017

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

WEB

: ww

w.b

uild

ingd

rops

.com

OF 9

SCALE: NTSYC

DWG. BY:


HFN

REMARKS

TITL

E:

BY DATE



FL34003FL #:

PREP

ARED

BY:




MS

MU

LTI-S

LIDE

SYS

TEM

(WZ3

)(IM

PACT

)



2/15

/202

1 9:

29 P

Mc:

\use

rs\p

50\o

nedr

ive

- bui

ldin

g dr

ops,

inc\

euro

-wal

l\fbc

-21-

0143

- fb

c su

bmitt

al re

visio

n - f

l340

03 m

ultis

lide

syst

em (c

orne

r uni

t)\d

wgs

\ew

s017

.dw

g


BILL

OF

MAT

ERIA

LS &

CO

MPO

NEN

TS

Euro-Wall Systems, LLC

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Transcript of Euro-Wall Systems, LLC