EUROCRAFT INDUSTRIES INC.€¦ · applicable asce 7 standard. 2. see charts on sheet 5 & 6 for...
Transcript of EUROCRAFT INDUSTRIES INC.€¦ · applicable asce 7 standard. 2. see charts on sheet 5 & 6 for...
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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
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:
10 P
Ms:
\pro
ject
s\eu
rocr
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ndus
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raw
ings
\hor
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ider
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- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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
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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
GE SCS 2800DOWSIL 791SETTING BLOCK
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
GE SCS 2800DOWSIL 791SETTING BLOCK
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
GE SCS 2800DOWSIL 791SETTING BLOCK
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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OF 11
SCALE: NTSJA
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DATE: 01.23.2020CHK. BY:
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REMARKS
TITL
E:
BY DATE
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/202
0 7:
11 P
Ms:
\pro
ject
s\eu
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
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dwgs
\sub
mitt
al d
raw
ings
\hor
izont
al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
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
-
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
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
**
**
THE ANCHORS WITH THE STAR (*)ARE ONLY REQUIRED FOR
MASONRY SUBTRATE INSTALLATION
6" MAX.FROM
CORNERS
"O" "X"
69.75" MAX.D.L.O. HEIGHT
111
310
211
90.00" MAX.FRAME WIDTH
26.19"MAX.D.L.O
WIDTH
52.38" MAX.D.L.O WIDTH
101
69.75" MAX.D.L.O. HEIGHT
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
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
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
raw
ings
\hor
izont
al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
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
-
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"
* *
* * * *
* *
THE ANCHORS WITH THE STAR (*)ARE ONLY REQUIRED FOR
MASONRY SUBTRATE INSTALLATION
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
THE ANCHORS WITH THE STAR (*)ARE ONLY REQUIRED FOR
MASONRY SUBTRATE INSTALLATION
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
120.00" MAX.FRAME WIDTH
26.19" MAX.D.L.O WIDTH
52.38" MAX.D.L.O WIDTH
26.19" MAX.D.L.O WIDTH
69.75" MAX.D.L.O. HEIGHT
"O" "X""X""O" "X""X"
120.00" MAX.FRAME WIDTH
35.45" MAX.D.L.O WIDTH
35.45" MAX.D.L.O WIDTH
35.45" MAX.D.L.O WIDTH
76.00"MAX.
FRAMEHEIGHT
69.75" MAX.D.L.O. HEIGHT
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:
HFN
REMARKS
TITL
E:
BY DATE
4/10
/202
0 7:
11 P
Ms:
\pro
ject
s\eu
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
raw
ings
\hor
izont
al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
ELEV
ATIO
NS
AND
ANCH
OR
LAYO
UTS
- XO
X
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
-
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:
HFN
REMARKS
TITL
E:
BY DATE
4/10
/202
0 7:
11 P
Ms:
\pro
ject
s\eu
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
raw
ings
\hor
izont
al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
WIN
DOW
DES
IGN
PRES
SURE
S - O
X/XO
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
-
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
SCALE: NTSJA
DWG. BY:
DATE: 01.23.2020CHK. BY:
HFN
REMARKS
TITL
E:
BY DATE
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/202
0 7:
11 P
Ms:
\pro
ject
s\eu
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
raw
ings
\hor
izont
al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
WIN
DOW
DES
IGN
PRES
SURE
S - X
OX
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
-
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
SEE GLAZINGDETAIL SHEET 12
INTERIOREXTERIOR
9
1
4
11
MAX.D.L.O.
HEIGHTMAX. FRAME
HEIGHT
6
911
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
INTERIOREXTERIOR
9
1
4
11
MAX.D.L.O.
HEIGHTMAX. FRAME
HEIGHT
6
910
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
INTERIOREXTERIOR
9
1
4
10
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
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:
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BU
ILDI
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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
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X: (9
54)7
44.4
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c su
bmitt
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alum
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ider
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ider
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SERI
ES H
ORI
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PACT
) (HV
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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.
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
-
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
SEE GLAZINGDETAIL SHEET 12
11 7
8
11
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
INTERIOR
EXTERIOR
10 7
8
10
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
INTERIOR
EXTERIOR
10
MAX. FRAMEWIDTH
MAX. D.L.O.WIDTH
SEE GLAZINGDETAIL SHEET 12
32
11
SEE GLAZINGDETAIL SHEET 12
32
10
SEE GLAZINGDETAIL SHEET 12
MAX. D.L.O.WIDTH
8HORIZONTAL SECTION
HORIZONTAL SLIDER WINDOW A
8HORIZONTAL SECTION
HORIZONTAL SLIDER WINDOW B
8HORIZONTAL SECTION
HORIZONTAL SLIDER WINDOW C
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
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\fbc
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0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
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ings
\hor
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ider
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ider
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g
PREP
ARED
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300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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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.
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
-
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
SEE GLAZINGDETAIL SHEET 12
11 7
8
11
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
INTERIOR
EXTERIOR
10 7
8
10
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
INTERIOR
EXTERIOR
10
MAX. FRAMEWIDTH
MAX. D.L.O.WIDTH
SEE GLAZINGDETAIL SHEET 12
32
11
SEE GLAZINGDETAIL SHEET 12
32
10
SEE GLAZINGDETAIL SHEET 12
MAX. D.L.O.WIDTH
9HORIZONTAL SECTION
HORIZONTAL SLIDER WINDOW A
9HORIZONTAL SECTION
HORIZONTAL SLIDER WINDOW B
9HORIZONTAL SECTION
HORIZONTAL SLIDER WINDOW C
MAX. D.L.O.WIDTH
MAX. D.L.O.WIDTH
7
83 2
1111
SEE GLAZINGDETAIL SHEET 12
SEE GLAZINGDETAIL SHEET 12
7
8
11
SEE GLAZINGDETAIL SHEET 12
7
8
10
SEE GLAZINGDETAIL SHEET 12
INTERIOR
3 2
11
SEE GLAZINGDETAIL SHEET 12
3 2
10
SEE GLAZINGDETAIL SHEET 12
MAX. D.L.O.WIDTH
MAX. D.L.O.WIDTH
MAX. D.L.O.WIDTH
1/4" X 4" TAPCON1/4" X 4" TAPCON
1/4" X 4" TAPCON1/4" X 4" TAPCON
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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Ms:
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ject
s\eu
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ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
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\hor
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al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
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
-
10HORIZONTAL SECTION
THROUGH FRAME (FIX JAMB) - WITH EQUAL LEGB
10HORIZONTAL SECTION
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
10HORIZONTAL SECTION
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
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uild
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OF 11
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0 7:
11 P
Ms:
\pro
ject
s\eu
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
raw
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\hor
izont
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ider
\eci
025
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izont
al sl
ider
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g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
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
-
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
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DATE: 01.23.2020CHK. BY:
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REMARKS
TITL
E:
BY DATE
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/202
0 7:
11 P
Ms:
\pro
ject
s\eu
rocr
aft i
ndus
trie
s inc
\fbc
-19-
0238
- fb
c su
bmitt
al -
alum
inum
impa
ct p
rodu
cts\
dwgs
\sub
mitt
al d
raw
ings
\hor
izont
al sl
ider
\eci
025
- hor
izont
al sl
ider
.dw
g
PREP
ARED
BY:
300
SERI
ES H
ORI
ZON
TAL
SLID
ING
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.
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
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