EUROCRAFT INDUSTRIES INC.€¦ · applicable asce 7 standard. 2. see charts on sheet 5 & 6 for design load capacity of desired glass size and configuration. the glass configuration

SHEET:

DWG. #:

1ECI025

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

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.com

OF 11

SCALE: NTSJA

DWG. BY:

DATE: 01.23.2020CHK. BY:

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PREP

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SERI

ES H

ORI

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TAL

SLID

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WIN

DOW

(IM

PACT

) (HV

HZ)

7905 NW 77TH AVEMEDLEY, FL 33166

PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:

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.

GENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT EDITIONFLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HASBEEN EVALUATED ACCORDING TO THE FOLLOWING:

· TAS 201-94· TAS 202-94· TAS 203-94· NAFS-11· ASTM E1886-13a· ASTM E1996-14a

2. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMINGAS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THEENGINEER 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 THESTRUCTURE. BUCK DESIGN AND INSTALLATION IS THERESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFRECORD FOR THE PROJECT OF INSTALLATION.

4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF ±1/4 INCH OF THE DEPICTED LOCATION INTHE ANCHOR LAYOUT DETAIL (I.E., WITHOUTCONSIDERATION OF TOLERANCES). TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THENEXT.

5. THE INSTALLATION DETAILS DESCRIBED HEREIN AREGENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INNON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCTAPPROVAL TO BE OBTAINED FROM MIAMI-DADE RER ORAHJ.

6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIREDON THIS PRODUCT IN AREAS REQUIRING IMPACTRESISTANCE.

7. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5

8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAILS.

GEN

ERAL

NO

TES

EUROCRAFT INDUSTRIES INC.

300 SERIES HORIZONTAL SLIDING WINDOW

(IMPACT) (HVHZ)

TABLE OF CONTENTS

SHEET REVISION SHEET DESCRIPTION

1 - GENERAL NOTES

2 - GLAZING DETAILS

3 - ELEVATIONS & ANCHOR LAYOUTS - OX/XO

4 - ELEVATIONS & ANCHOR LAYOUTS - OXO

5 - WINDOW DESIGN PRESSURES - OX/XO

6 - WINDOW DESIGN PRESURES - XOX

7 - VERTICAL SECTIONS

8 - HORIZONTAL SECTIONS - OX/XO

9 - HORIZONTAL SECTIONS - XOX

10 - INSTALLATION NOTES AND ANCHOR DETAILS & SCHEDULE

11 - BILL OF MATERIALS & COMPONENTS

INSTRUCTIONS FOR USE:

1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ONWIND VELOCITY, BUILDING HEIGHT, WIND ZONE, USINGAPPLICABLE ASCE 7 STANDARD.

2. SEE CHARTS ON SHEET 5 & 6 FOR DESIGN LOAD CAPACITY OFDESIRED GLASS SIZE AND CONFIGURATION. THE GLASSCONFIGURATION DESCRIPTION MAY BE FOUND ON SHEET 2.

DESIGN PRESSURE TABLE

GLAZING TYPES MAX. DESING PRESSURE IMPACT RATING

G1, G2, G3, G4, G5 & G6 SEE SHEET 5 & 6 FOR DESIGNPRESSURE TABLES LMI / SMI

AutoCAD SHX TextHERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578

GLAZING NOTES:1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E1300

REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZINGREQUIREMENTS PER THE FBC. THICKNESS, TEMPER, ANDSAFETY GLAZING REQUIREMENTS SHALL BE REVIEWED ON ASITE SPECIFIC BASIS.

2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A)AS REFERENCED IN FBC CHAPTER 24.

3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FORGLASS WIDER THAN 36" AS PER FBC CHAPTER 24.

4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUESIN GLASS CHARTS.

7/16" LAMINATED GLASSCONSISTING OF:3/16" CLEAR H.S. GLASS0.090" TROFISOL PVB INTERLAYER BYKURARAY3/16" CLEAR H.S. GLASS

GE SCS 2800DOWSIL 791SETTING BLOCK

GLAZING DETAIL 1

EXTERIOR INTERIOR

0.875"GLASS BITE


GLAZING DETAIL 2

EXTERIOR INTERIOR

0.875"GLASS BITE

7/16" LAMINATED GLASSCONSISTING OF:3/16" CLEAR H.S. GLASS0.090" SGP INTERLAYER BY KURARAY3/16" CLEAR H.S. GLASS


GLAZING DETAIL 3EXTERIOR INTERIOR

9/16" LAMINATED GLASSCONSISTING OF:1/4" CLEAR H.S. GLASS0.090" TROFISOL PVB INTERLAYER BYKURARAY1/4" CLEAR H.S. GLASS

0.875"GLASS BITE


GLAZING DETAIL 4EXTERIOR INTERIOR

0.875"GLASS BITE

9/16" LAMINATED GLASSCONSISTING OF:1/4" CLEAR H.S. GLASS0.090" SGP INTERLAYER BY KURARAY1/4" CLEAR H.S. GLASS

GE SCS 2800DOW 791SETTING BLOCK

SPACER

0.875"GLASS BITE

GLAZING DETAIL 5

EXTERIOR INTERIOR

CONSISTING OF:3/16" CLEAR TEMPERED GLASS3/8" AIR SPACE3/16" CLEAR H.S. GLASS0.090" TROFISOL PVB INTERLAYER BYKURARAY3/16" CLEAR H.S. GLASS

GE SCS 2800DOW 791SETTING BLOCK

SPACER

0.875"GLASS BITE

GLAZING DETAIL 6

EXTERIOR INTERIOR

1-1/16" INSULATED GLASSCONSISTING OF:3/16" CLEAR TEMPERED GLASS3/8" AIR SPACE3/16" CLEAR H.S. GLASS0.090" SGP INTERLAYER BY KURARAY3/16" CLEAR H.S. GLASS

18 19 18 18

18 18 1819

GLAZING DETAIL 1 NOTE:· GLASS SIZE NOT TO EXCEED 18 SQFT

GLAZING DETAIL 3 NOTE:· GLASS SIZE NOT TO EXCEED 18 SQFT

GLAZ

ING

DETA

IL &

GLAS

S CA

PACI

TY

SHEET:

DWG. #:

2ECI025

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

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w.b

uild

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WIN

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(IM

PACT

) (HV

HZ)


PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




SIMULATED DIVIDED LITEALSO QUALIFIED

111

ELEVATIONOX/XO HORIZONTAL SLIDER - 1/2-1/2

310

211

6.00" MAX.FROM CORNER 4.00"

4.00"

4.00"18" MAX.

O.C.

6.00" MAX.FROM

CORNERS

6" MAX.FROM

CORNERS

8"MAX.O.C.

6.00" MAX.FROM CORNERANCHOR LAYOUT

OX/XO HORIZONTAL SLIDER - 1/2 - 1/2THROUGH FRAME

**

**

THE ANCHORS WITH THE STAR (*)ARE ONLY REQUIRED FOR

MASONRY SUBTRATE INSTALLATION

6" MAX.FROM

CORNERS

"O" "X"

80.00" MAX.FRAME WIDTH

35.45" MAX.D.L.O WIDTH


101

76.00" MAX.FRAME HEIGHT

69.75" MAX.D.L.O. HEIGHT

111

"O" "X"

ELEVATIONOX/XO HORIZONTAL SLIDER - 1/4 OR 1/3

6.00" MAX.FROM CORNER 4.00"

4.00"

4.00"18" MAX.

O.C.

6.00" MAX.FROM

CORNERS

6" MAX.FROM

CORNERS

8"MAX.O.C.

6.00" MAX.FROM CORNERANCHOR LAYOUT

OX/XO HORIZONTAL SLIDER - 1/4 OR 1/3THROUGH FRAME

**

**



6" MAX.FROM

CORNERS

"O" "X"


111

310

211


26.19"MAX.D.L.O

WIDTH


101


111

"O" "X"76.00" MAX.

FRAME HEIGHT

ELEV

ATIO

NS

AND

ANCH

OR

LAYO

UTS

- O

X/XO

SHEET:

DWG. #:

3ECI025

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 11

SCALE: NTSJA

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PREP

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BY:

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SERI

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TAL

SLID

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WIN

DOW

(IM

PACT

) (HV

HZ)


PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




ELEVATIONXOX HORIZONTAL SLIDER WINDOW 1/4-1/2-1/4

"O" "X""X"

101 3

10

121

211

4.00"

4.00"

4.00"6.00" MAX.

FROM CORNER18" MAX.

O.C.18" MAX.

O.C.

6.00" MAX.FROM

CORNERS

8"MAX.O.C.

6.00" MAX.FROM CORNER

ANCHOR LAYOUTXOX HORIZONTAL SLIDER - 1/2 - 1/4 - 1/2

THROUGH FRAME

4.00"

4.00"

4.00"

* *

* * * *

* *



ELEVATIONXOX HORIZONTAL SLIDER WINDOW 1/3-1/3-1/3

"O" "X""X"

101 3

10

121

211

ANCHOR LAYOUTHORIZONTAL SLIDER - 1/3 - 1/3 - 1/3

THROUGH FRAME



6.00" MAX.FROM CORNER

6.00" MAX.FROM

CORNERS

8"MAX.O.C.

4.00"

4.00"

4.00"

* *

4.00"

4.00"

4.00"

* *

18" MAX.O.C.

* * * *6.00" MAX.

FROM CORNER

6" MAX.FROM

CORNERS

6" MAX.FROM

CORNERS






"O" "X""X""O" "X""X"





76.00"MAX.

FRAMEHEIGHT


76.00"MAX.

FRAMEHEIGHT

SIMULATED DIVIDED LITEALSO QUALIFIED

SHEET:

DWG. #:

4ECI025

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 11

SCALE: NTSJA

DWG. BY:

DATE: 01.23.2020CHK. BY:

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/202

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PREP

ARED

BY:

300

SERI

ES H

ORI

ZON

TAL

SLID

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WIN

DOW

(IM

PACT

) (HV

HZ)


PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:



ELEV

ATIO

NS

AND

ANCH

OR

LAYO

UTS

- XO

X


WINDOW DESIGN PRESSURE - OX/XO

FRAME WIDTH

MAX

. FRA

ME

HEIG

HT

FRAME WIDTH

MAX

. FRA

ME

HEIG

HT

ELEVATIONHORIZONTAL SLIDER WINDOW - 1/2 - 1/2

ELEVATIONHORIZONTAL SLIDER WINDOW - 1/3 - 2/3

SHEET:

DWG. #:

5ECI025

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 11

SCALE: NTSJA

DWG. BY:

DATE: 01.23.2020CHK. BY:

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(IM

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HZ)


PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:



WIN

DOW

DES

IGN

PRES

SURE

S - O

X/XO


WINDOW DESIGN PRESSURE - XOX

FRAME WIDTH

MAX

. FRA

ME

HEIG

HT

FRAME WIDTH

MAX

. FRA

ME

HEIG

HT

ELEVATIONHORIZONTAL SLIDER WINDOW - 1/4 - 1/2 - 1/4

ELEVATIONHORIZONTAL SLIDER WINDOW - 1/3 - 1/3 - 1/3

SHEET:

DWG. #:

6ECI025

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 11

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/202

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PREP

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BY:

300

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ES H

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SLID

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WIN

DOW

(IM

PACT

) (HV

HZ)


PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:



WIN

DOW

DES

IGN

PRES

SURE

S - X

OX


7VERTICAL SECTION

HORIZONTAL SLIDER WINDOW A

7VERTICAL SECTION

HORIZONTAL SLIDER WINDOW C

7VERTICAL SECTION

HORIZONTAL SLIDER WINDOW B

MAX.D.L.O.

HEIGHTMAX. FRAME

HEIGHT

6

911

SEE GLAZINGDETAIL SHEET 12


INTERIOREXTERIOR

9

1

4

11

MAX.D.L.O.

HEIGHTMAX. FRAME

HEIGHT

6

911



INTERIOREXTERIOR

9

1

4

11

MAX.D.L.O.

HEIGHTMAX. FRAME

HEIGHT

6

910



INTERIOREXTERIOR

9

1

4

10







16 16 16

1/4" X 4" TAPCON

1/4" X 4" TAPCON

1/4" X 4" TAPCON

1/4" X 4" TAPCON

1/4" X 4" TAPCON

1/4" X 4" TAPCON

0.19" 0.19" 0.19"

VERT

ICAL

SEC

TIO

NS

SHEET:

DWG. #:

7ECI025

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

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TAL

SLID

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WIN

DOW

(IM

PACT

) (HV

HZ)


PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




5

11

MAX. FRAMEWIDTH

MAX. D.L.O.WIDTH

11 7

8 32

11 11

SEE GLAZINGDETAIL SHEET 12 SEE GLAZING

DETAIL SHEET 12SEE GLAZINGDETAIL SHEET 12 SEE GLAZING

DETAIL SHEET 12

INTERIOR

EXTERIOR

11

MAX. FRAMEWIDTH

MAX. D.L.O.WIDTH


11 7

8

11



INTERIOR

EXTERIOR

10 7

8

10



INTERIOR

EXTERIOR

10

MAX. FRAMEWIDTH

MAX. D.L.O.WIDTH


32

11


32

10


MAX. D.L.O.WIDTH

8HORIZONTAL SECTION


8HORIZONTAL SECTION


8HORIZONTAL SECTION


MAX. D.L.O.WIDTH

MAX. D.L.O.WIDTH

1/4" X 4" TAPCON 1/4" X 4" TAPCON

1/4" X 4" TAPCON

1/4" X 4" TAPCON

51/4" X 4" TAPCON

5

14 13

12

12

12

13

131/4" X 4" TAPCON

HORI

ZON

TAL

SECT

ION

S - O

X/XO

SHEET:

DWG. #:

8ECI025

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

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rops

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OF 11

SCALE: NTSJA

DWG. BY:

DATE: 01.23.2020CHK. BY:

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ject

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PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




11

MAX. FRAMEWIDTH

MAX. D.L.O.WIDTH

11 7

8 32

11 11

SEE GLAZINGDETAIL SHEET 12 SEE GLAZING

DETAIL SHEET 12SEE GLAZINGDETAIL SHEET 12 SEE GLAZING

DETAIL SHEET 12

INTERIOR

EXTERIOR

11

MAX. FRAMEWIDTH

MAX. D.L.O.WIDTH


11 7

8

11



INTERIOR

EXTERIOR

10 7

8

10



INTERIOR

EXTERIOR

10

MAX. FRAMEWIDTH

MAX. D.L.O.WIDTH


32

11


32

10


MAX. D.L.O.WIDTH

9HORIZONTAL SECTION


9HORIZONTAL SECTION


9HORIZONTAL SECTION


MAX. D.L.O.WIDTH

MAX. D.L.O.WIDTH

7

83 2

1111



7

8

11


7

8

10


INTERIOR

3 2

11


3 2

10


MAX. D.L.O.WIDTH

MAX. D.L.O.WIDTH

MAX. D.L.O.WIDTH

1/4" X 4" TAPCON1/4" X 4" TAPCON



13

12

12

12

13

13

13

13

13

HORI

ZON

TAL

SECT

ION

S- X

OX

SHEET:

DWG. #:

9ECI025

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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SCALE: NTSJA

DWG. BY:

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PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




10HORIZONTAL SECTION

THROUGH FRAME (FIX JAMB) - WITH EQUAL LEGB


THROUGH FRAME (LOCK JAMB) - W/O UNEQUAL LEGC

HEAD AND JAMB SIMILAR

SUBSTRATEBY OTHERS

MIN.EDGE DISTANCE

MIN.EMBEDMENT

PERIMETER SEALANTBY OTHERS

EXTERIOR

INTERIOR

1/4" MAX.SHIM SPACE

SUBSTRATEBY OTHERS

MIN.EMBEDMENT

EXTERIOR

INTERIOR

1/4" MAX.SHIM SPACE

MIN.EDGE DISTANCE

MIN.EDGE DISTANCE

MIN.EDGE DISTANCE

INSTALLATION NOTES:

1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.

2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TOBE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.

3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/4 INCH THE DEPICTEDLOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OFTOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.

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

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

6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOTLIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.

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

8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTOMORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE SHELL OF BLOCK.

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

MIN EDGE DISTANCE

1/4" MAX.SHIM SPACE

MIN.EMBEDMENT

PERIMETER SEALANTBY OTHERS

EXTERIOR INTERIOR


THROUGH FRAME (FIX JAMB) - WITH EQUAL LEGA

INST

ALLA

TIO

N N

OTE

S AN

DAN

CHO

R DE

TAIL

S &

SCH

EDU

LE

SHEET:

DWG. #:

10ECI025

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 11

SCALE: NTSJA

DWG. BY:

DATE: 01.23.2020CHK. BY:

HFN

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/202

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PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




6 JAMB

7 MEETING RAIL 8 SASH TOP RAIL 9 SASH STILE

5 FRAME

3.38"

3.13"

2.88"

2.34"

1.56"

1.34"2.76"

1.56"

1.76"

1.75"

1.44"

1.00"

3.19"

1.09"

0.14"

0.67"

1.09"

0.68"

0.67"

10 GLAZING IG 11 GLAZING LAMI

4 ROLLER TRACK

0.70"1.50"

3 ROLLER JAMB

2.31"

3.21"

2.81"

2 SASH LOCK STILE

2.96"

1.44"

1.96"

2.71"

3.88"

3.13"

1 SILL

BILL OF MATERIALSITEM PART No. DESCRIPTION MANUFACTURER

1 300-01 SILL EUROCRAFT

2 300-02 SASH LOCK STILE EUROCRAFT

3 300-03 FRAME JAMB EUROCRAFT

4 300-10 ROLLER TRACK EUROCRAFT

5 100-01 FRAME EUROCRAFT

6 200-02 JAMB (SASH) EUROCRAFT

7 200-03 MEETING RAIL EUROCRAFT

8 200-05 SASH STILE EUROCRAFT

9 200-06 SASH TOP AND BOTTOM EUROCRAFT

10 100-02 GLAZING IG EUROCRAFT

11 100-03 GLAZING LAMI EUROCRAFT

12 SL 203 PD 200 SERIES ALUMINUM SASH LOCK SULLIVAN & ASSOCIATES13 LL-900 ALUMINUM LIFT LATCH SULLIVAN & ASSOCIATES14 100-04 FRAME COVER EUROCRAFT

15 200-08 SASH STOP EUROCRAFT

16 200-09 ANCHOR SILL COVER EUROCRAFT

17 MPI-82503 /E-T045147E FRAME GASKET (MPITPV, EPDM) MPI / EXTRUSIONES

18 MPI-83010 /E-T045146E GLAZING BEAD GASKET (TPV, EPDM) MPI / EXTRUSIONES

19 E-B027300E SETTING BLOCK (TPV, EPDM) EXTRUSIONES

20 - GLAZING - DOWSIL 791 DOW

21 - GLAZING - GE SCS 2800 GENERAL ELECTRIC

22 W13191NK ULTRA PILE WEATHERSEAL ULTRA FAB

23 RU-301-EC SASH WHEELS GUIDE (POLYAMIDE6+15% FIBERGLASS IDH

24 TP-300-EC SASH TOP GUIDE (POLYAMIDE 6+15%FIBERGLASS IDH

25 5504 SM/42400VVQ ACRYL-R / PLASTIC RUBBER GASKET SEWELL/PTI PLASTIC R.

26 WA5L WEEP FLAP SULLIVAN & ASSOCIATES

0.98"

0.89"

2.90"

0.75"

1.72"

0.50"1.53"

1.25"

0.98"

0.14"

12 SASH LOCK

13 LIFT LATCH - SASH 14 FRAME COVER 15 SASH STOP 16 ANCHOR SILL COVER

1.50"

BILL

OF

MAT

ERIA

LS&

CO

MPO

NEN

TS

SHEET:

DWG. #:

11ECI025

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 11

SCALE: NTSJA

DWG. BY:

DATE: 01.23.2020CHK. BY:

HFN

REMARKS

TITL

E:

BY DATE

4/10

/202

0 7:

11 P

Ms:

\pro

ject

s\eu

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(IM

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PH: (305) 713-1871 FX: (305) 713-1872

FL31966FL#:




Sheets and ViewsECI025 - Horizontal Slider-1ECI025 - Horizontal Slider-2ECI025 - Horizontal Slider-3ECI025 - Horizontal Slider-4ECI025 - Horizontal Slider-5ECI025 - Horizontal Slider-6ECI025 - Horizontal Slider-7ECI025 - Horizontal Slider-8ECI025 - Horizontal Slider-9ECI025 - Horizontal Slider-10ECI025 - Horizontal Slider-11

2020-04-10T19:15:24-0400Hermes F NoreroI am approving this document

Documents

EUROCRAFT INDUSTRIES INC.€¦ · applicable asce 7 standard. 2. see charts on sheet 5 & 6 for design load capacity of desired glass size and configuration. the glass configuration