77 1/4"

FLANGE

HEIGHT

76" '

MAX

UNIT

HEIGHT

35 15/16"

MAX.

UPPER

SASH DHEIGHT D

36 15/16

MAX

LOWER

SASH

HEIGHT

TABLE OF CONTENTS

.

.

GENERAL NOTES & ELEVATIONS

SECTION VIEWS & GLAZING

EXTRUSIONS & B.O. M

ANCHOR SCHEDULE & NOTES

INSTALLATION DETAILS

IF

43-

A

5

1

2

3

4

5

X

DOUBLE HUNG - LARGE MISSILE IMPACT

54 3/8"

FLANGE WIDTH

53 1/8"

MAX UNIT WIDTH

48 15/16"

MAX. UPPER SASH WIDTH

46 1/4"

GLASS DLO

A

X

.

A

46 1/4"

GLASS DLO

49 15/16"

MAX. LOWER SASH WIDTH

.

33 3/8"

GLASSDLO

1 B

151C

5

ID1 5

33 3/8"

GLASS DLO

MAX. UNIT

SIZE

53-1/8" x 76"

48" x 72"

t

73 1/4"

FLANGE

HEIGHT

a

72"

MAX

UNIT

HEIGHT

3315/16"

MAX

UPPER

SASH

HEIGHT

34 15/16

MAX

LOWER

SASH

HEIGHT

49 1/4" -

FLANGE WIDTH

48" •

MAX. UNIT WIDTH

43 13/16"

MAX. UPPER SASH WIDTH

• 41 1/8" •

GLASS DLO

43-

X

. Irl,

41 1/8"

GLASS DLO

- 44 13/16"

MAX. LOWER SASH WIDTH

DESIGN PRESSURE

RATING

+/- 45 PSF

+/- 50 PSF

.

X

GENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED

TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENTEDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND

ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.

THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY

HURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.

2. GLAZING OPTIONS: (SEE SHEET 2)

3. CONFIGURATIONS: "X/X".

4. DESIGN PRESSURE RATING:

-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ANDGLASS TABLES ASTM E-1300-04.

-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATERINFILTRATION TEST PRESSURE AND GLASS TABLES

ASTM E-1300-04.

5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED

, IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR

DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR

WOOD ANCHOR CALCULATIONS.

31 3/8"

GLASS DLO

6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE

NOT REQUIRED.

7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM

SEALANT USED AT FIXED MEETING RAIL AND JAMB.

8. SERIES / MODEL DESIGNATION DH-6500.

31 3/8"

GLASS DLO

IMPACT RATI NG

10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR

LOCATION.

LARGE MISSILE IMPACT

9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:

X = OPERABLE SASH

11. EXTERNAL WEEP SLOT = 1/2 x 2-1/2" LOCATED 5" FROM BOTH

ENDS.

Lucas A. Turner

2015-12-01

16:54-05:00

(062*=.icWHINDOW SYSTEMIS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

6500 PVC

DOUBLE HUNG

IMPACT

LO

0

LU

0

r

E

11

33

37

27

21

34 •

12

15

13

LU'LE

17 11

12 11 24

K

K

-1/

24

4

34

16

11

9

36

1

24

21

*L

SECTION VIEW A-A

-«S

* t.

1 1--CL#1 1 \JL -

1 »J*) j t®@

n fL

F-1 Inru=L

ALTERNATE FIN FRAME

SECTION VIEW B-B

@

..

--

?1 tIE- 1 111

0-'14L_-11Jul <]43 Ij \-

1111]was,/1 13\-16-=El0

@ 24

r=

.

..

I-I

--

«1

7/8" OVERALL

1/8" ANNEALED

7/16" AIRSPACE

5/16" LAMINATED

1/8" ANNEALED

.090" DUPONT PVB INTERLAYER

1/8" ANNEALED

tSIKAFLEX 552 OR

PURFECT GLAZE "H"

5/8" GLASS BITE

1-b

'11-'ULF-GLASS TYPE A

1:1

(062*=.icWHINDOW SYSTEMIS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

6500 PVC

DOUBLE HUNG

IMPACT

LO

0

LU

0

r

E

ITEM

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

21

22

24

25

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

PART #

H-6121

H-6122

H-6123

H-6130

H-6131

H-6132

H-6133

H-6134

H-6135

P-3028

P-3515

P-4146

P-5420

P-5085

P-5086

P-3783

P-3784

P-5424

P-5392

P-5396

P-5412

P-3305

S-2001

S-2003

S-2004

S-2005

S-2006

S-2010

S-2027

S-6141

S-6142

GLASS

P-5425

P-3218

P-4754

P-3228

P-3029

P-3033

DESCRIPTION

HEAD, OUTERFRAME

JAMBS, OUTERFRAME

SILL, OUTERFRAME

TOP RAIL, UPPER SASH

BOTTOM RAIL, UPPER SASH

SASH SIDE RAIL, UPPER SASH

BOTTOM RAIL, LOWER SASH

PARTS LIST

SASH SIDE RAIL, LOWER SASH

TOP RAIL, LOWER SASH

SETTING BLOCK

#8 x 5/8 PHIL FLAT WHITE SMS

#8 X 3/4 PHIL FLAT TEK.

WEEP COVER

WSTP,.355 X 333BULB VINYL

WSTP,.300 X 187BULB VINYL

LOCKS

KEEPERS

WSTP., .500 X 1.5" ADHESIVE BACK STRIP

SASH TILT LATCH

PIVOT BAR

JAMB JACK

W STP ., . 270 X 1 87

INTERLOCK RAIL

REINF, BOT RAIL, UPPER SASH

REINF, SIDE RAIL, LOWER SASH

REINF, TOP RAIL, LOWER SASH, & SIDE RAIL LOWER SAS

REINF, SASH TOP AND SIDE RAIL, UPPER SASH

REINF, BOTTOM RAIL, LOWER SASH

REINF, SIDE RAIL, UPPER SASH

GLAZING BEAD

SASH STOP

BALANCERS - CONSTANT FORCE RT

HOTMELT

SEE SHEET 2

WSTP,.200 X 5/8" X 5/8" DUST PLUG

SCREEN FRAME

SCREEN CORNER KEY

SCREEN SPLINE

SCREEN LIFTS

SCREEN SPRINGS

LINE ITEMS NOT USED:

20,23,26

3/4"

13/16"

L

..

r-(25-*-.062"

INTERLOCK

S-2001

MATERIAL

PVC

PVC

PVC

PVC

PVC

PVC

PVC

PVC

PVC

RUBBER

STEEL

STEEL

NYLON

NYLON

SS

STEEL

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

PVC

SILICONE

ALUM

NYLON

-13/16" -9/16" -1

.093"

REINFORCEMENT

S-2003

VENDOR

ATN

ATN

ATN

ATN

ATN

ATN

ATN

ATN

ATN

FRANK LOWE

FASTENAL

FASTENAL

M&M

AMESBURY

AMESBURY

INTERLOCK

INTERLOCK

ULTRAFAB

CALDWELL

CALDWELL

MERCHANTS

ULTRAFAB

ASCEND

ASCEND

ASCEND

ASCEND

ASCEND

ASCEND

ASCEND

ATN

CALDWELL

TRUSEAL

ULTRAFAB

FLA SCREEN

FLA SCREEN

DAPA

SUMMIT

FLA SCREEN

11/16"

41,16"

37/8"

17/16"

.

4-il

41/8"

PVC FRAME HEAD

H-6121

43/16"

L

5-7-

t11

lULJL_fF:* in

I-. -1/16"

J

-- - 1/16"

Innr-C

PVC FRAME SILL

H-6123

-- 17/16" --1

ff -S 1/16"PVC SSR UPPER

H-6132

-15/16" -1

11/16"

!

, 9-.062"

REINFORCEMENT

S-2004

NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED.

H

41/8"

t

-

41/8"

SlInnr-6

- 21/8" -

1 '1»115/16" 14

--1 - 1/16"

PVC BTM RAIL LOWER

H-6133

-15/16" -

·_ILF-»

FIL.093"

REINFORCEMENT

S-2005

PVC FRAME JAMB

H-6122

21/8"-

1 24 -

PVC TOP RAIL UPPER

H-6130

115/16"

1

-11/2" -

I-.

iiI '?Fs

«i

- 1/16"

CORNER WELD

(ALL SIDES)1:8

-17/16" -

® fl T'-®1/16" 11/2" 1,

1 *31 --1- 1/16"

PVC BOT RAIL UPPER

H-6131

--111/16"-,

115/16" If: -

-1/16" 0

» 13/16"- 13/16" -

9/16" 9/16" 1

]Ld_[-*L.062" L.062"

REINFORCEMENT

S-2006

REINFORCEMENT

S-2027

f15/16"

FRAME CORNER

CONSTRUCTION

9%«

PVC SSR LOWER

H-6134

«S

-1/16"

PVC TOP RAIL LOWER

H-6135

- 15/16" -

1_L.093"

REINFORCEMENT

S-2010

(062*=.icWHINDOW SYSTEMIS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

6500 PVC

DOUBLE HUNG

IMPACT

LO

0

LU

0

r

E

6" MAX. (TYP.)

6" MAX. (TYP.)

141/2"

MAX. O.C.

(TYP.)

4" (TYP.)

1_

. 1

..

NOTES:

1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.

0

X

X

- MIDPOINT

t-

ANCHOR LAYOUT - (FLANGE)[NO SILL ANCHORS REQUIRED]

SEE NOTE 2

MTG RAIL

- INSTALLATION

ANCHORS(TYP.)

4" MAX. (TYP.)

4" MAX. (TYP.)

8" MAX. (TYP.)

4" THRU FRAME

(TYP.)

l-

_t

Y

- 8" MAX. (TYP.)

X

ANCHOR LAYOUT - (FIN)[NOTE THRU FRAME ANCHORS]

X

SC

---SEE NOTE 2

MTG RAIL

INSTALLATION

ANCHORS (TYP.)

2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE

CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.

3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.

4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST

BE PROTECTED TO PREVENT REACTION.

5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIED IN TABLE 1, SHEET 5.

6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.INSTALLATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUI RE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.

INSTALLATIONS INTO HOLLOW CMU REQU R E TH E US E O F 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.

7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONRY, 1" FOR WOOD AND METAL.

8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEl, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.

9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:

FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)

(062*=078<WHINDOW SYSTEMIS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

6500 PVC

DOUBLE HUNG

IMPACT

LO

0

LU

0

r

E

SUBSTRATE BY OTHERS -SEE TABLE 1

PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

SEALANT BEHIND

FLANGE BY INSTALLER

INSTALLATION ANCHOR

SEE TABLE 1

SEALANT BEHIND

FLANGE BY INSTALLER

PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

SUBSTRATE BY OTHERS

SEE TABLE 1

FRAME TYPE

FLANGE

FLANGE

FLANGE

FLANGE

FLANGE

FLANGE

FLANGE

FLANGE

FIN

TYPICAL HEAD ANCHORAGE

.

dil lilli,0

1=9 IL-rl_31__".

n 13

»/f/tfi 1 1--/T\j VERTICAL SECTION

SUBSTRATE TYPE

CONCRETE (2.0 KSI MIN.)

HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.)

CONCRETE (2.85 KSI MIN.)

GROUT-FILLED CMU (ASTM C-90)

2X MIN. SOUTHERN PINE (G=0.55)

2X MIN. SOUTHERN PINE (G=0.55)

16 GAUGE (0.060") MIN. STEEL STUD

(33 KSI YIELD MIN)

1/8" ALUM. (6063-T5 MIN.) OR

1/8" STEEL (33 KSI MIN.)

2XMIN. SOUTHERN PINE (G=0.55)

TYPICAL SILL ANCHORAGE

NO SILL ANCHORS REQUIRED

1-

MIN. EDGE DIST.

SEE TABLE 1

MIN. EMBEDMENT

SEE TABLE 1INSTALLATION ANCHOR

SEE TABLE 1

CONTINUOUS DBL 1/4" BEAD OF SEALANT

AROUND PERIMETER @ ALL INDICATEDPOINTS BETWEEN FRAME AND SUBSTRATE

BYINSTALLER

1/4" MAX. SHIM

TABLE 1: APPROVED INSTALLATION FASTENERS

ANCHOR TYPE

3/16" ITW TAPCON

3/16" ITW TAPCON

3/16" E LCO ULTRACON

3/16" ELCO ULTRACON

3/16" ITW TAPCON

OR ELCO ULTRACON

#10 WOOD SCREW

#10-16 HILTI KWIK-FLEXOR IT\N

TEKS SELF-DRILLING SCREW

#10 GRADE 5 SELF-TAPPING /

DRILLING SCREW

#10 WOOD SCREW

MIN. EMBEDMENT • • -SUBSTRATE

SEE TABLE 1 BY OTHERSSEE TABLE 11/4" MAX. SHIM .-Cl l i

1 110 //MIN. EDGE DIST.

111 SEE TABLE 11/ 1

4» If//JL'ILIC,=a

- PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

SEALANT BEHIND

FLANGE BY INSTALLER

/9% HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE

MIN. EMBEDMENT

1-1/2"

1"

1"

1-3/4"

1 -3/8"

1 -3/8"

FULL THREAD

THRU 0.060"

FULL THREAD

THRU 0.125"

1-1/2"

MIN. EDGE DIST.

1 -1/8"

2"

1"

2-1/2"

7/8"

7/8'

7/16"

7/16"

1/Z'

PERIMETER SEALANT

BY INSTALLER

INSIDE AND OUT

MIN. EDGE DIST.

SEE TABLE 1

1/4" MAX. SHIM -

. .

Ill0

k-lf- fit

/«Oj HORIZONTAL SECTION

NOTE: ADDITIONAL THRU-FRAME ANCHORS

(AS SHOWN IN DEL 8/5) REQ'D AT MTG RAIL.SEE SHEET 4 ANCHOR LAYOUT.

FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:

SUBSTRATE

BY OTHERS

SEE TABLE 1

MIN. EMBEDMENT

SEE TABLE 1

PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

INSTALLATION ANCHOR

SEE TABLE 1

SEALANT BEHIND

FIN BY INSTALLER

TYPICAL FIN ANCHORAGE

HEAD AND SILL SIMILAR FOR FIN INSTALLATION

0/Ill

==7 ds,

CE) HORIZONTAL SECTIONBOX FRAME INSTALLATION

SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION

- MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED

INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS

SHOWN FOR FLANGE WINDOWS.

(062*=078<WHINDOW SYSTEMIS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

6500 PVC

DOUBLE HUNG

IMPACT

LO

0

LU

0

r

E