11
SERIES 217, 100 & 220 FIBERGLASS OUTSWING DOOR (LMI & SMI) - METAL STRUCTURES NOT BY SPECIAL LITE, INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE -1X OR 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR FRAME: PULTRUDED FIBERGLASS - DOOR PANEL: 0.120" SANDSTONE FRP OR PULTRUDED FIBERGLASS - ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. - LOCK: REFER TO PAGE HW1 AND HW2 FOR LOCK OPTIONS. - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE AND 2006 INTERNATIONAL RESIDENTIAL CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - DOORS ARE APPROVED FOR WATER AND AIR INFILTRATION. - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE AND 2006 INTERNATIONAL RESIDENTIAL CODE SECTION AS APPLICABLE. NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ALL OPENINGS PASSED WITH WATER INFILTRATION. SPECIAL-LITE, INC. FIBERGLASS FRAME OUTSWING DOORS LARGE AND SMALL MISSILE IMPACT (LMI & SMI) NOTE: GLASS COMPLIES WITH ASTM E1300-09 (3 SEC. GUSTS). MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y FIBERGLASS FRAME OUTSWING DOOR WITH SKIN (LMI & SMI) SPECIAL-LITE, INC. 860 SOUTH WILLIAMS STREET P.O. BOX 6 DECATUR, MI 49045 WWW. SPECIAL-LITE.COM OF 11 1 COVER GLASS TYPE 'G1' 5/16" NOMINAL OVERALL GLASS TYPE 'G2' 1" NOMINAL OVERALL 1/8" H.S. GLASS 0.090" BUTACITE INTERLAYER BY 'KURARAY AMERICA, INC.' 1/8" H.S. GLASS 0.090" BUTACITE INTERLAYER BY 'KURARAY AMERICA, INC.' 3/8" AIR SPACE 1/4" H.S. GLASS 1/8" H.S. GLASS 1 3/16" GLASS BITE EXT. EXT. 8 6 1/8" H.S. GLASS 1" GLASS BITE 7 6 #10-32 X 1-15/16" TH MS W/ NUT 11" O.C. FROM SIDES, 11-1/2" O.C. FROM TOP AND BOTTOM 49 49 50 #8 X 1-3/8" OH SMS 3" , 4-3/4", 13-1/8", 21-5/8", 23-5/16" AND 31-7/16" FROM LEFT, 4-3/4", 12-9/16", 20-5/8" FROM BOTTOM AT CORNER: 12-28 X 1-1/2" PH MS W/ NUTS 3" AND 23-5/16" FROM LEFT, 3" AND 22-1/4" FROM BOTTOM 52 51

SPECIAL-LITE, INC. FIBERGLASS FRAME OUTSWING … · series 217, 100 & 220 fiberglass outswing door (lmi & smi) - metal structures not by special lite, inc. must support loads imposed

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SERIES 217, 100 & 220 FIBERGLASS OUTSWING DOOR (LMI & SMI)

- METAL STRUCTURES NOT BY SPECIAL LITE, INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE

-1X OR 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADSTO THE STRUCTURE.

- A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTOWOOD ONLY.

- DOOR FRAME: PULTRUDED FIBERGLASS- DOOR PANEL: 0.120" SANDSTONE FRP OR PULTRUDED FIBERGLASS

- ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS.

- LOCK: REFER TO PAGE HW1 AND HW2 FOR LOCK OPTIONS.

- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE AND 2006INTERNATIONAL RESIDENTIAL CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).

- DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRESHUTTERS.

- DOORS ARE APPROVED FOR WATER AND AIR INFILTRATION.

- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORSEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.

- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOTPART OF THIS APPROVAL.

- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COMEINTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE AND 2006INTERNATIONAL RESIDENTIAL CODE SECTION AS APPLICABLE.

NOTES: EGRESS REQUIREMENTS TO BEREVIEWED BY BUILDING OFFICIAL.

ALL OPENINGS PASSED WITH WATERINFILTRATION.

SPECIAL-LITE, INC.FIBERGLASS FRAME OUTSWING DOORS

LARGE AND SMALL MISSILE IMPACT (LMI & SMI)

NOTE:GLASS COMPLIES WITH ASTM E1300-09(3 SEC. GUSTS).

M

CY

E

NG

IN

EE

RIN

G, IN

C.

GL

AZ

IN

G C

ON

SU

LT

AN

TS

M

C

Y

FIBER

GLAS

S FRA

ME O

UTSW

ING

DOOR

WITH

SKIN

(LMI

& SM

I)

SPECIA

L-L

ITE, IN

C.

860 S

OUTH W

ILLIA

MS S

TREET

P

.O. BOX 6

D

ECATUR, MI 49045

W

WW

. SPECIA

L-L

ITE.C

OM

OF 111

COVER

GLASS TYPE 'G1'5/16" NOMINAL OVERALL

GLASS TYPE 'G2'1" NOMINAL OVERALL

1/8" H.S. GLASS

0.090" BUTACITE INTERLAYERBY 'KURARAY AMERICA, INC.'

1/8" H.S. GLASS

0.090" BUTACITE INTERLAYERBY 'KURARAY AMERICA, INC.'

3/8" AIR SPACE

1/4" H.S. GLASS

1/8" H.S. GLASS

1 3

/16"

GLA

SS B

ITE

EXT.

EXT.8

6

1/8" H.S. GLASS

1"

GLA

SS B

ITE

7

6

#10-32 X 1-15/16"TH MS W/ NUT 11" O.C.

FROM SIDES, 11-1/2"O.C. FROM TOP AND

BOTTOM

49

49

50

#8 X 1-3/8" OH SMS3" , 4-3/4", 13-1/8", 21-5/8", 23-5/16"AND 31-7/16" FROM LEFT,4-3/4", 12-9/16", 20-5/8" FROM BOTTOM

AT CORNER:12-28 X 1-1/2" PH MS W/ NUTS3" AND 23-5/16" FROM LEFT,3" AND 22-1/4" FROM BOTTOM

52

51

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REVISIONS
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PROJECT
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SCALE
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DRAWN
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DATE
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TA17-03
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DRAWING NO.
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NO.DATE DESCRIPTION
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8501 SW 124 AVE. STE. 205A
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MIAMI, FL. 33183
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F: 786.573.5063
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P: 305.271.0117
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www.MCYUS.com
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AFISU OLABIMTAN, P.E.
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TEXAS REGISTRATION
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TX #63663
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10/15/18
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AS SHOWN
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T.G.
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MCY 17-049
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PRODUCT CONTROL APPROVAL

100 3/4" MAX.FRAME WIDTH

48" MAX.PANEL WIDTH

48" MAX.PANEL WIDTH

22" MAX.D.L.O.

22" MAX.D.L.O.

99" M

AX.

FRAM

E HEI

GHT

96" M

AX.

DO

OR O

PENIN

G

32" M

AX.

D.L

.O.

21" M

AX.

D.L

.O.

20 1

/4"

MIN

.12"

MIN

.11"

MIN

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860 S

OUTH W

ILLIA

MS S

TREET

P

.O. BOX 6

D

ECATUR, MI 49045

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WW

. SPECIA

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ITE.C

OM

OF 11

12" M

AX.

FRO

M E

ND

S11" M

AX.

O.C

.

TYPICAL EXTERIOR ELEVATION (XX)

70-800

70-802

70-802

70-800

70-800

70-802

70-802

70-800

70-800

70-802

70-802

70-800

70-800

70-802

70-802

70-800

39 3

/4"

17 20

DESIGN LOADS(FOR SIZES SHOWN ABOVE OR SMALLER)

AS PERMITTED BY IBC/IRC

+65.0 PSF- 65.0 PSF

2

E1

19

18 32

16

33 30

33

33

2" 2"

SECTION A

12 7/8"MIN.

12 7/8"MIN.

12 7/8"MIN.

12 7/8"MIN.

21

23

W/ MULLION

(4) TYPE A OR B

ANCHORTYPE

# OFANCHORREQUIRED

MAX.SHIM

ABC

61/2"53

1/2"1/4"

3"3"3"3"3"

3" 3"3"

DESIGN LOADS(FOR SIZES SHOWN ABOVE OR SMALLER)

AS PERMITTED BY IBC/IRC

+47.0 PSF- 65.0 PSF

SILL TYPE 1 SILL TYPE 2

6" MAX.FROM ENDS

12" MAX.O.C.

6" MAX.FROM ENDS

12" MAX.O.C.

7 1

/2"

CONT. HINGE

36

37

EQ.

EQ.

EQ.

BUTT HINGE

52 1/4" MAX.FRAME WIDTH

48" MAX.PANEL WIDTH

22" MAX.D.L.O.

99" M

AX.

FRAM

E HEI

GHT

96" M

AX.

DO

OR O

PENIN

G

32" M

AX.

D.L

.O.

21" M

AX.

D.L

.O.

20 1

/4"

MIN

.12"

MIN

.11"

MIN

.

12" M

AX.

FRO

M E

ND

S11" M

AX.

O.C

.

1720

19

18

16

33

2" 2"

12 7/8"MIN.

12 7/8"MIN.

21

6" MAX.FROM ENDS

6" MAX.FROM ENDS

12" MAX.O.C.

12" MAX.O.C.

70-800

70-802

70-802

70-800

70-800

70-802

70-802

70-800

SECTION B

HINGE LAYOUTTYPICAL EXTERIOR ELEVATION (X)

7 1

/2"

FOR LOCK OPTIONS SEESHEET HW1 AND HW2

2 3/4"

1 3

/4"

SURFACE BOLTMORTISE STRIKE

2 3/4" 1 3

/4"

SURFACE BOLTMORTISE STRIKE

ALIGN STRIKE

4 1

/2"

#12-24x1/2" F.H.SMS

95"

10"

10"

10"

71 2"

71 2"

10"

10"

10"

1/4"-20 X 1/2"F.H. SMS

40"

STRIKE PLATE@40'' FROM BOTTOM

(1) AT EACH SIDE OF MULLIONW/(2)10-24X3/4'' FH MS

#10x1 1/4" PH MS W/WASHER FOR VERTICAL ROD

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REVISIONS
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PROJECT
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SCALE
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DRAWN
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DATE
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TA17-03
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DRAWING NO.
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NO.DATE DESCRIPTION
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8501 SW 124 AVE. STE. 205A
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MIAMI, FL. 33183
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F: 786.573.5063
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P: 305.271.0117
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AutoCAD SHX Text
www.MCYUS.com
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AFISU OLABIMTAN, P.E.
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TEXAS REGISTRATION
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TX #63663
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10/15/18
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AS SHOWN
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T.G.
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MCY 17-049
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PRODUCT CONTROL APPROVAL
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A
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D1
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D
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D3
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B
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D1

2"

1 3/4"

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E HEI

GHT

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C.

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OUTH W

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MS S

TREET

P

.O. BOX 6

D

ECATUR, MI 49045

W

WW

. SPECIA

L-L

ITE.C

OM

OF 11

MIN.EDGE DIST.

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

CONCRETEf'c = 3000 psi MIN. M

IN.

EMBED

.

1

10

12

2

43

31

MIN.EDGE DIST.

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

METAL STRUCTURE

1/8" MIN. THK.

DETAILD1A DETAIL

D1A

OPTION

1/2

" MAX.

SHIM

16

#8 X 58"SMS

3

DO

OR O

PENIN

G

21

22

2311

1/4

" MAX.

SHIM

2 BY WOOD BUCK ORWOOD STRUCTURE

MIN.EDGE DIST.

1/2

" MAX.

SHIM

MIN

.EM

BED

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

DETAILD1A

OPTION

1/8

"

42 OR

1

21

22

23

1

21

22

23

3

D1

DETAILD1A

OPTION

MIN

.EM

BED

MIN.EDDE DIST.

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

1/2

" MAX.

SHIM 1

21

22

23

5 3/4"

TYPE 'A': 1/4" DIA. ITW TAPCON (Fu=120 KSI, Fy=92 KSI) 1-1/2" MIN. EMBED INTO WOOD STRUCTURE

OR THRU 1X OR 2X WOOD BUCK INTO CONCRETE / MASONRY1-1/2" MIN. EMBED INTO CONCRETE / MASONRY

TYPE 'B': 1/4" DIA. ELCO ULTRACON (Fu=177 KSI. Fy=155 KSI) 1-1/2" MIN. EMBED INTO WOOD STRUCTURE

OR THRU 1X OR 2X WOOD BUCK INTO CONCRETE / MASONRY1-1/2" MIN. EMBED INTO CONCRETE / MASONRY

TYPE 'C': #14 SMS OR TEKS SELF DRILLING SCREW (GRADE 5) INTO METAL STRUCTURE

SUBSTRATE:

CONCRETE: f'c=3 KSI MIN. (HEAD/SILL OR JAMB) MASONRY: f'c= 2KSI MIN. (JAMB ONLY) WOOD: SG=0.55 MIN. (HEAD/JAMB)

STEEL:1/8" MIN. THK., A36 MIN. (HEAD/JAMB)

TYPICAL EDGE DISTANCE:INTO CONCRETE / MASONRY: 2-1/2" MIN.INTO WOOD: 1" MIN.INTO METAL: 3/4" MIN.

TYPICAL ANCHORS:(SEE ELEVATIONS FOR SPACING)

48

48

48

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PROJECT
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DRAWN
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DATE
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TA17-03
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DRAWING NO.
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NO.DATE DESCRIPTION
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8501 SW 124 AVE. STE. 205A
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MIAMI, FL. 33183
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F: 786.573.5063
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P: 305.271.0117
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AutoCAD SHX Text
www.MCYUS.com
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AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
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TX #63663
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10/15/18
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AS SHOWN
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T.G.
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MCY 17-049
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PRODUCT CONTROL APPROVAL

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

CONCRETEf'c = 3000 psi MIN.

MIN.EDGE DIST.

MIN

.EM

BED

.

1 5

/8"

31

9

11

45

15

DETAILD2F

CONCRETEf'c = 3000 psi MIN.

MIN.EDGE DIST.

MIN

.EM

BED

.

9

11

29

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TREET

P

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D

ECATUR, MI 49045

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WW

. SPECIA

L-L

ITE.C

OM

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VARIE

S

4 27

FRAM

E HEI

GHT

DO

OR O

PENIN

G9/1

6"

VARIE

S1 5

/8"

34

48 5 28

9/1

6"

9

11

16

2

41

15

41

4342 OR

45

41

4

D2

EXTE

RIO

R

FRAM

E HEI

GHT

DO

OR O

PENIN

G

4342 OR

DETAILD2F

OPT.

34OPT.

44 OR

44 OREX

TERIO

R

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

TYPICAL ANCHOR@ MTG. STILESEE ELEVATIONFOR SPACING

9

11

16

2

29

48

41

REINFORCEMENT OPTION

31

4

5

REINFORCEMENT OPTION

1 3/4"

5 3/4"

1 3/4"3 5/8"

SILL TYPE 2

SILL TYPE 1

MIN

.ED

GE

DIS

T.

MIN.EMBED

22

23

24

1/2"MAX. SHIM

2"

211

2 16

SUBSTR

ATE

VARIES5/16"

DETAILD2M

42OR43

TYPICAL ANCHORSEE ELEVATION FOR SPACINGSEE SHEET D1FOR ANCHOR TYPES

32

#10-12 x 1 1/4" F.H. SMS

ALIGN STRIKE

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PROJECT
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SCALE
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DRAWN
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DATE
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TA17-03
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DRAWING NO.
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NO.DATE DESCRIPTION
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8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
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TX #63663
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10/15/18
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AS SHOWN
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T.G.
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MCY 17-049
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PRODUCT CONTROL APPROVAL

EXTE

RIO

R

44

6

7

D.L

.O.

6

7

MIN.EDGE DIST.

CONCRETEf'c = 3000 psi MIN.

MIN

.EM

BED

.DETAIL

D3B

FRAM

E HEI

GHT

1/2

" MAX.

SHIM

2"

DO

OR O

PENIN

G

6"

12

46

31

TYPICAL ANCHORSEE ELEVATIONFOR SPACING

#8 X 58" SMS

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TREET

P

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D

ECATUR, MI 49045

W

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. SPECIA

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ITE.C

OM

OF 11

2 3

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1/8

"

103

1

8

9

37

14

43

4342 OR

45

42 OR

26

25

24

40

1

1

(8) TYP.

26

40

(8) TYP.

24

25

1

DETAILD3E SECTION C-C

5

D3

GLASS OPTIONS INTERCHANGEABLE.SEE COVER SHEET FOR GLAZING

OPTIONS.

2 3

/16"

44 OR

4544 OR

1 3/4"

1 1/2"

1 3/4"

2 5

/8"

5 3/4"

DETAILD3C

DETAILD3D

VARIE

S

36

24

2

24

37

DESIGN HARDWAREBALL BEARING HINGE36

DESIGN HARDWARECONTINUOUS HINGE

37

#12-24 X 1/2"F.H. SMS

(4)PER SIDE

1/4"-20 X 1/2"F.H. SMS(15)PER SIDE

13

VARIE

S

13

HINGE OPTIONS

5 3/4"

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DATE
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TA17-03
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DRAWING NO.
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NO.DATE DESCRIPTION
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8501 SW 124 AVE. STE. 205A
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MIAMI, FL. 33183
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F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL
AutoCAD SHX Text
C
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2 3/16"

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FRAME WIDTH

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1/2"MAX. SHIM

2"

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16 4411 1316 2

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42OR

43 42OR49

SUBSTR

ATE

VARIES5/16"

2"

1 5/8" 1/4" VARIES 3/8" 2"

36 37OR

3736 OR 24131144 43 4213

DETAILD4G DETAIL

D4H DETAIL

D4I

VARIES1/4"VARIES

DETAILD4K DETAIL

D4L

VARIES

6

D4

GLASS OPTIONS INTERCHANGEABLE.SEE COVER SHEET FOR GLAZING

OPTIONS.

43

42OR4342OR43

EXTERIOR

EXTERIOR

OR

EXTERIOR

DETAILD4J

TYPICAL ANCHORSEE ELEVATION FOR SPACINGSEE SHEET D1FOR ANCHOR TYPES

TYPICAL ANCHORSEE ELEVATION FOR SPACINGSEE SHEET D1FOR ANCHOR TYPES

1/2" MAXSHIM

1 3

/4"

5 3

/4"

SUBSTR

ATE

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REVISIONS
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PROJECT
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SCALE
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DRAWN
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DATE
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TA17-03
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
NO.DATE DESCRIPTION
AutoCAD SHX Text
8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL

- LOCK ACTIVE PANEL: VON DUPRIN 9957 3 POINT LOCK W/ ACTIVATING PANIC DEVICE, W/(2)10 X1 1/4''

PH SMS,(4)10-24X1'' PH MS WITH SEX BOLT,(2)10-24X3/4'' PH MS WITH SEX BOLT. VERTICAL RODS AT TOP AND BOTTOM, W/(6)1/4-20X1'' TH MS AND (4)METALLIC

WASHERS,39" FROM BOTTOM.FLUSH MOUNT METALLIC STRIKE PLATE @ 40" FROMBOTTOM.

- SURFACE BOLTS ACTIVE PANEL: IVES SB360 AT EACH PANEL LOCK STILE TOP&BOTTOM W/(1)2''X1/2'' X7/8'' ALUM. PLATE AND (2)1/4'' -20X3 FH MS ENGAGEMENT: 13/16" AT THRESHOLD AND 9/16" AT HEAD.

- MULLION: VON DUPRIN REMOVABLE MULLION 9954KRM AT MID SPAN ATTACHED TO FRAME HEAD USING A TWO PIECE METALLIC

BRACKET W/ (2) 12 X 1 -1/2"FM SMS AND (3) 1/4"-20 X 5/8" PH SMS INTO THE MULLION. FASTENED TO THRESHOLD W/ (2) 1/4" X 4 FH LAG SCREWS.

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HARDWARE:

ACTIVE ACTIVE

HW1

7

DOOR OPTION 1

CENTER CASE COVER

LATCH COVER

ROD GUIDE

TOP STRIKE#10-24 X 3/4"

F.H. SMS

BOTTOM STRIKE

BOTTOM STRIKE

#10-12 x 1 1/4" F.H. SMS

WITH DOOR CLOSED WITH DOOR OPEN

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REVISIONS
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PROJECT
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SCALE
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DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
TA17-03
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
NO.DATE DESCRIPTION
AutoCAD SHX Text
8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL

M

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HARDWARE:

- LOCK LEFT ACTIVE PANEL: DESIGN HARDWARE 2000V 2 POINT LOCK EXIT PANIC

DEVICE, WITH VERTICAL RODS AT 39 3/4" FROMBOTTOM.W/(2) #10-24X3/4'' FH MS

RIGHT ACTIVE PANEL: DESIGN HARDWARE 1000V 2 POINT LOCK EXIT PANICDEVICE, WITH VERTICAL RODS AT 39 3/4" FROM BOTTOM.

W/(2) #10-24X3/4'' FH MS

- SURFACE BOLTS ACTIVE PANEL: IVES SB360, AT EACH PANEL LOCK STILE TOP&BOTTOM W/(1)2''X1/2'' X7/8'' ALUM. PLATE AND (2)1/4-20X3 FH MS ENGAGEMENT: 13/16" AT THRESHOLD AND 9/16" AT HEAD.

ACTIVE ACTIVE

HW2

8

DOOR OPTION 2

1/4" x1 1/4"F.H. SMS

AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
TA17-03
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
NO.DATE DESCRIPTION
AutoCAD SHX Text
8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL

1.494"

1.6

18

"

0.4

36

"

0.373"

0.187"

1.369"

0.6

22

"2.490"

1.4

94

"0

.58

6"

0.622"

1.0

58

"

0.062"

1.309"

0.3

11

"

5.167"

0.4

98

"4.046"

0.996"

1.2

45

"

1.1

45

"

0.495"

0.243"

2.1

79

"

1.018"

0.994"

2.1

16

"

1.867"

0.5

60

"

5.727"

0.3

98

"

0.7

47

"

1.4

94

"

1.494"

0.187"

1.4

94

"

0.249"

4.000"

4.0

00

"

0.374"

5.250"

1.4

94

"

5.2

50

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FRAME JAMB / HEADAFC-15010 FIBERGLASS1

2.0

00

"

0.812"4.125"0.812"

5.750"

0.6

25

"

0.2

50

"

SOLID FIBERGLASS STILEAFC-2000 FIBERGLASS2

FRP ANCHOR BRACKETAFC-302023

142 RAIN DRIPALUM. 6063-T63

1.0

00

"

0.062"

124A WATERSHEDALUM. 6063-T610

0.743"

123NA WATERSHEDALUM. 6063-T612328 DOOR SWEEP

ALUM. 6063-T611

FRP ANCHOR BRACKETAFC-3000 FIBERGLASS21 FRP ANCHOR BRACKET

AFC-301022

70-800 SNAP COVER6 70-802 5/16" LITE KIT7 141 RAIN DRIP9

0.082"

0.036"

BUMPER THREHOLDANCHOR REINF.AFC-4020 FIBERGLASS27

0.1

87

"

STANDARD BUMPER THRESHOLDAFC-4010 FIBERGLASS4

HINGE REINF.AFC-3030 FIBERGLASS24

ANGLEAFC-3070 FIBERGLASS26AFC-2010 ANGLE

ALUM. 6063-T616

ANGLEAFC-3060 FIBERGLASS25

561 THRESHOLDALUM. 6063-T65

4.500"

1.0

00

"

0.1

40

"

70-801 1" LITE KIT8

0.124"

1.021"

0.124"

2.1

88

"

39 SURFACE MOUNTEDDOOR SWEEP

ALUM. 6063-T629

1.2

50

"

1.3

89

"

0.125"

0.195"

9

PARTS

ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6

3.0

00

"2.000"

0.125"

REMOVABLE MULLION9954KRM STEEL30

AutoCAD SHX Text
REVISIONS
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PROJECT
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
TA17-03
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
NO.DATE DESCRIPTION
AutoCAD SHX Text
8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL

BILL OF MATERIALSITEM PART DESCRIPTION MATERIAL MANUFACTURER / REMARKS

1 AFC-15010 FRAME JAMB / HEAD FIBERGLASS SPECIAL-LITE, INC.

2 AFC-2000 SOLID FIBERGLASS STILE FIBERGLASS SPECIAL-LITE, INC.

3 142 ZERO INTERNATIONAL RAIN DRIP ALUM. 6063-T6 ZERO INTERNATIONAL

4 AFC-4010 STANDARD BUMPER THRESHOLD FIBERGLASS SPECIAL-LITE, INC.

5 561 RABBETED THRESHOLD ALUM. 6063-T6 ZERO INTERNATIONAL

6 70-800 SPECIAL-LITE LITE KIT SNAP COVER ALUM. 6063-T6 SPECIAL-LITE, INC.

7 70-802 SPECIAL-LITE 5/16" LITE KIT ALUM. 6063-T6 SPECIAL-LITE, INC.

8 70-801 SPECIAL-LITE 1" LITE KIT ALUM. 6063-T6 SPECIAL-LITE, INC.

9 141 RAIN DRIP ALUM. 6063-T6 ZERO INTERNATIONAL

10 124A NATIONAL GUARD INTERLOCKING WATER SHED ALUM. 6063-T6 NATIONAL GUARD, ATTACHED W/ #6 X 34" SMS

11 328 ZERO INTERNATIONAL SURFACE APPLIED DOOR SWEEP ALUM. W/ SOLID NEOPRENE ZERO INTERNATIONAL,ATTACHED W/ #6 X 1/2" SMS

12 123NA NATIONAL GUARD INTERLOCKING WATER SHED ALUM. 6063-T6 NATIONAL GUARD, ATTACHED W/ #6 X 34" SMS

13 AFC-1000 PULTRUDED DOOR STILE FIBERGLASS SPECIAL-LITE, INC.

14 AFC-1010 PULTRUDED CLOSER REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.

15 AFC-1020 PULTRUDED FLUSH BOTTOM RAIL FIBERGLASS SPECIAL-LITE, INC.

16 AFC-2010 1-1/2" X 1-1/2" X 0.187" THK. ANGLE FIBERGLASS SPECIAL-LITE, INC.

17 AFC-2020 FIBERGLASS TUBE REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.

18 AFC-2050 FIBERGLASS TUBE REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.

19 AFC-2090 FIBERGLASS TUBE REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.

20 AFC-2100 6" X 12" SURFACE BOLT REINFORCEMENT 20 LB URETHANE FOAM SPECIAL-LITE, INC.

21 AFC-3000 FRP ANCHOR BRACKET FIBERGLASS SPECIAL-LITE, INC.

22 AFC-3010 FRP ANCHOR BRACKET FIBERGLASS SPECIAL-LITE, INC.

23 AFC-3020 FRP ANCHOR BRACKET FIBERGLASS SPECIAL-LITE, INC.

24 AFC-3030 1-3/8" X 8" LG. X 1/4" THK. HINGE REINF. FIBERGLASS SPECIAL-LITE, INC.

25 AFC-3060 ANGLE FIBERGLASS SPECIAL-LITE, INC.

26 AFC-3070 1-1/2" X 5-1/4" X 5-1/4" X 1/4" THK. FRP REINFORCEMENT ANGLE FIBERGLASS SPECIAL-LITE, INC.

27 AFC-4020 FIBERGLASS BUMPER THRESHOLD ANCHOR REINF. FIBERGLASS SPECIAL-LITE, INC.

28 PT-8003 1" X 0.855" X 16" LG. ALUM. BAR REINF.ALUM. 6061 SPECIAL-LITE, INC. ATTACHED W/ (4) 14" X 5" FH

WOOD SCREW

29 39 ZERO INTERNATIONAL SURFACE APPLIED DOOR SWEEP ALUM. W/ SOLID NEOPRENE ZERO INTERNATIONAL,ATTACHED W/ #6 X 1/2" SMS

30 9954KRM VON DUPRIN REMOVABLE MULLION, 3" X 2" X 1/8" THK, 94-11/16" LG. STEEL VON DUPRIN

31 X1153BTSINGLE TRIM-LOK SELF ADHESIVE BULB SEAL EPDM SPONGE TRIM-LOK

32 9957 VON DUPRIN 3 POINT EXIT DEVICE @ 39" FROM BOTTOM - VON DUPRIN

33 SB-360 IVES SURFACE BOLTS @ 6" FROM EACH END STEEL IVES

34 - 0.0625" SS ARMOR PLATE ST/ST SPECIAL-LITE, INC.

35 2000V DESIGN HARDWARE 2 POINT EXIT DEVICE ST/ST DESIGN HARDWARE, @ 39 3/4" FROM BOTTOM

36 BB5 BALL BEARING HINGES @ 7 1/2", 34 1/2", 62" AND 88 3/4" FROM BOTTOM. STEEL DESIGN HARDWARE

37 FM95HD CONTINUOUS HINGE ALUM. DESIGN HARDWARE

38 SC-17 #8 X 1-1/4" OH SMS - -

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860 S

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OF 1010

BOM

AutoCAD SHX Text
REVISIONS
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PROJECT
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SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
TA17-03
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
NO.DATE DESCRIPTION
AutoCAD SHX Text
8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL

BILL OF MATERIALS (CONT.)ITEM PART DESCRIPTION MATERIAL MANUFACTURER / REMARKS

39 SC-109 #12 X 1-1/2" PHILLIPS FH SMS STEEL -

40 - #8 X 3/4" SMS STEEL -

41 - #8 X 5/8" SMS STEEL -

42 - 0.120" SANDSTONE FRP FRP CRANE COMPOSITES

43 - PULTRUDED FIBERGLASS SHEET PULTRUDED FIBERGLASS SPECIAL-LITE, INC.

44 - 6 LB URETHANE FOAM SHEET URETHANE FOAM DYPLAST

45 - POLYPROPYLENE HONEYCOMB CORE POLYPROPYLENE AIR-COMB OR PLASCORE

46 - PET FOAM FOAM BALTEC

47 - NEOPRENE GASKET NEOPRENE ZERO INTERNATIONAL

48 - DC995 SILICONE SILICONE DOW CORNING

49 - 3/16" X 3/8" FOAM GLAZING TAPE FOAM NORSEAL

50 - SPACER ALUM. ALLMETAL INC.

51 - 1/8" SETTING BLOCK EPDM RUBBER ZATKOFF SEALS AND PACKING

52 - 1/4" SETTING BLOCK EPDM RUBBER GLAZING RUBBER PRODUCTS

53 1000V DESIGN HARDWARE 2 POINT LOCK EXIT DEVICE ST/ST DESIGN HARDWARE @ 39 3/4" FROM BOTTOM

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BOM

1

CORNER CONNECTION DETAILREINFORCEMENT AT HEAD/JAMB

21

22

23

1

1

1

CHEMICALLYBONDED

REINFORCEMENT ATCORNER CONNECTION

1

26

25

AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
TA17-03
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
NO.DATE DESCRIPTION
AutoCAD SHX Text
8501 SW 124 AVE. STE. 205A
AutoCAD SHX Text
MIAMI, FL. 33183
AutoCAD SHX Text
F: 786.573.5063
AutoCAD SHX Text
P: 305.271.0117
AutoCAD SHX Text
AutoCAD SHX Text
www.MCYUS.com
AutoCAD SHX Text
AFISU OLABIMTAN, P.E.
AutoCAD SHX Text
TEXAS REGISTRATION
AutoCAD SHX Text
TX #63663
AutoCAD SHX Text
10/15/18
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MCY 17-049
AutoCAD SHX Text
PRODUCT CONTROL APPROVAL