max. o.c....apr 13, 2012 · s-series impact aw/fix stacked combination assembly exterior view...

NOTES:

1. THE PRODUCT SHOWIN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH

REQUIREMENTS OF THE FLORIDA BUILDING CODE.

2. WOOD FRAMING AND MASONRY OPENIING TO BE DESIGNED Al\ID ANCHORED TO PROPERLY

TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE

RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.

3. 1 X BUCK OVER MIASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NIOT USEDDISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.

SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR

ENGINEER OF RECORD.

4. FRAME MATERIAL: EXTRUDED RIGID PVC.

5. UNITS MUST BE GLAZED PER ASTM E 1300-04, SEE SHEET 3 FOR GLASS DETAILS.

6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND

BORNE DEBRIS REGIONS.

7. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE

SPACE OF 1/16" OR GREATER OCCURS. MAXIMIUMI ALLOWABLE SHIM STACK TO BE 1/4

8. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH

SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.

9. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH

TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT 11\ITO SUBSTRATE WITH 2 1/2'' MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.

10. FOR ANCHORIING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITHSUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.

[_OCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.

11. ALL FASTEINERS TO BE CORROSION RESISTANT.

12. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR

MANIUFACTURER'S INISTALLATION INSTRUCTIONS AND ANICHORS SHALL NIOT BE USED IN

SUBSTRATES WITH STRENIGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:

A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42

B. CONCRETE - MINNVIUMI COMPRESSIVE STRENGTH OF 3,192 PSI.

C. MASONRY - STRENGTH COINFORMANCE TO ASTM 0-90, GRADE IN, TYPE 1 (OR GREATER).D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM

SHEET NO.

1-2

3

4-6

TABLE OF CONTENTS

DESCRIPTION

ELEVATION, ANCHORING AND NOTES

CROSS SECTIONS, GLAZING DETAIL AND B.O.M.

INSTALLATION DETAILS

COMPONFNTS

.

DRAWN:

A.S.

SCALENTS

REV

A

DESCRIPTION

REVISIONS

REVISED INSTALLATION DETAILS

VIWINCO INC.

P.O. BOX 499

MORGANTOWN, PA 19543

S-SERIES IMPACT AW/FIX STACKEDCOMBINATION ASSEMBLY 60 x 72

NOTES

DWG NO.

DATE 04/13/12

08-01474

SHEET1 OF 7

REV

A

DATE

07/27/15 R.L.

APPROVED

SIGNED: 07/28/2015

. e.. SZ * 0 10.,5251 , *SS»'94**gres*'06,=4.4.0 R\OF . 122

/0 ....-G.©'3/-'9/ONAL %

.//0/1111\\\\\\

1" MAX

72"

MAX

FRAME

HEIGHT

.

.

.

.

.

. .

1

.

60" MAX FRAME WIDTH

8" MAX O.C.

. .

1

/\

/\

/\

/X \

.

/ \ F 1 " MAX,

. . . . 0 0 ..A

S-SERIES IMPACT AW/FIX STACKED COMBINATION ASSEMBLY

EXTERIOR VIEW

FIN INSTALLATION

1" MAX

. .

.

.

.

i--

MAX 0. C.

1" MAX

DESIGN PRESSURE RATING

+50.OPSF

6" MAX.

72"

MAX.

FRAME

HEIGHT

60" MAX. FRAME WIDTH

' | MAX. O.C.

1

/\

/\

/\

/X \

REV

A

DESCRIPTION

REVISIONS

6" MAX.

8" MAXO.C.

6" MAX

Ill'Ill fS-SERIES IMPACT AW/FIX STACKED COMBINATION ASSEMBLY

EXTERIOR VIEW

FRAME FLUSH INSTALLATION

IMPACT RATING

LARGE AND SMALL

MISSILE IMPACT


MISSILE LEVEL D, WIND ZONE 3

DRAWN:

A.S.

SCALENTS

VIWINCO INC.

P.O. BOX 499


DWG NO.


ELEVATIONS

DATE 04/13/12

08-01474

SHEET2 OF 7

REV

A

DATE

07/27/15 R.L.

APPROVED

SIGNED: 07/28/2015

..'/>ibilt: 1256/42;'....:R ·j i 4 4:p<%.

.*2 1

-crETATel©SO . /4 .4,.0

137> ' S OR\02 0.#.2/0 ....-G.©

'3/-'9/ONAL %.//0/1111\\\\\\

ITEM NO.:

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

PART NUMBER

110300028

6021HE

3462

3215

3270

3260

1200

8925

6180

6182

5434

5144

6170

6190

5739

110300095

110300094

724OT

FRAME

DESCRIPTION

UNDER HINGE ALUM REINFORCEMENT

UNDER OPERATOR ALUM REINFORCEMENT

SASH

GLAZING BEAD

SASH REINFORCEMENT

SASH REINFORCEMENT

ASTRAGAL FRAME

ASTRAGALREINFORCEMENT

OPERATOR, ENCORE

SNUBBER- FRAME

SN UBBER - SASH

SETTING BLOCK

SILICONE(INSTAGLAZE)

SCREEN RAIL

FIBERGLASSSCREEN

SPLINE

SPACER

EXTERIOR

1 -----111

=St>« 1

»=-1 »L--15

FIN FRAME

INTERIOR

MANUFACTURER

DECEUNINCK

PENNEX

PENNEX

DECEUNINCK

DECEUNINCK

PENNEX

PENNEX

DECEUNINCK

PENNEX

TRUTH

DECEUNINCK

DECEUNINCK

TB PHI LLY

DOW

HYGRADE

PHIFER

DAPA

DECEUNINCK

PVC

PVC

PVC

MATERIAL

ALUMINUM 6105-T5

ALUMINUM 6105-T5

ALUMINUM 6105-T5

ALUMINUM 6105-T5

PVC

ALUMINUM 6105-TS

DI E CAST

ALUMINUM 6105-T5

ALUMINUM 6105-T5

PLASTIC

SILICONE

ALUMINUM 6105-T5

FIBERGLASS

PLASTIC

PVC

IL__1} S

-9EXTERIOR (»]810 8/

Dts_-0-9 1 INTERIOR

12

Ur/J

B

VERTICAL SECTION

15 16 17

DRAWN:

A.S.

10

REV

A

DESCRIPTION

REVISIONS


DATE

07/27/15

17 16

INTERIOR

<......

EXTERIOR

00 6HORIZONTAL SECTION

1/8" TEMP.

15/16"

3/32" ANN.

.090" PVB BY DUPONT

- 3/32" ANN.INTERIOR

R.L.

APPROVED

DESSICAI\IT FILLED

EXTERIOR 4 3,__----------«f STAINLESS STEEL

11

GLAZING DETAIL

VIWINCO INC.

P.O. BOX 499



CROSS SECTIONS, B.O.M. AND GLAZING DETAIL

SCALENTS

DWG NO.

DATE 04/13/12

08-01474

SHEET3 OF 7

REV

A

SIGNED: 07/28/2015

..'/>ibilt: 1256/42;'...2,42:<ifi A 43p<%.

.*2 1


137> ' S OR\02 0.#.2/0 ....-G.©

'3/-'9/ONAL %.//0/1111\\\\\\

. .

- WOOD FRAMING --OR 2X BUCK \

BY OTHERS

APPROVED

SEALANT

#8 WOODSCREW

EXTERIOR

APPROVED

SEALANT

WOOD FRAMING

OR 2X BUCK

BY OTHERS

7/16" MIN.EDGE DISTANCE

SL@--15

8

8

-i

8 110.]t»-1 INTERIOR

'LIC=4]U

-11 8


1 1/4" MIN.EMBEDMENT

1/4" MIAX. _fSHIM SPACE

#8 WOODSCREW

1/4" MAX.

S HIM SPACE 1 1/4" MINI.

EMBEDMENT

VERTICAL CROSS SECTION

WOOD FRAMING OR 2X BUCK INSTALLATION

IVIETAL -STRUCTURE

BY OTHERS

APPROVED

SEALANT

EXTERIOR

5/8 " MIN.EDGE DISTANCE

REV DESCRIPTION

REVISIONS


DATE

07/27/15 R.L.

APPROVED

1/4" MAX.SHIM SPACE

/NTER/OR

-1

--

11 1HIN=/HUNHUNHUHUNHUU» ..5/8" MIN. 3-T]0

EDGE DISTANICE

1/4" MAX. _1L:11 » SHIM SPACE '*'

SELF DRIL_LING /0 11#8 SMS OR

SCREWS ,SELF DRILLING

-(»1»5*1-1 SCREWMETAL -- 07='4«---jj

STRUCTURE FF« TBY OTHERS L APPROVED

» INTERIOR SEALANT

lf= 1 «4»15 3>-==r 1 FE)--61

#8 SMS ORSELF DRILLING

SCREW

1/4" MAX.03 @ 1% E SHIM SPACE

A

APSPERjoLSf »METAL - 4

STRUCTURE \#

BY OTHERS 0%



METAL STRUCTURE INSTALLATION

NOTES:

1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,

NOT SHOWN FOR CLARITY.

2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE

DESIGNED IN ACCORDANCE WITH ASTM E2112

DRAWN:

A.S.

SCALENTS

A



#8 WOODSCREW

WOOD FRAMING

OR 2X BUCK

BY OTHERS

1/4" MAX.SHIM SPACE

INTERIOR

02»91/11-1 - 8

4 -3- I

APPROVED

SEALANT

D< X

1 01IK......

JAMB INSTALLATION DETAIL

METAL STRUCTURE INSTALLATION

''11 0

EXTERIOR


EXTERIOR


VIWINCO INC.

P.O. BOX 499



FRAME INSTALLATION DETAILS

DWG NO.

DATE 04/13/12

08-01474

SHEET4 OF 7

REV

A

SIGNED: 07/28/2015

..'/>ibilt: 1256/42;'....:R ·j i 4 4:p<%.

.*2 1


137> ' S OR\02 0.#.2/0 ....-G.©

'3/-'9/ONAL %.//0/1111\\\\\\

CONCRETE/MASONRYBY OTHERS

OPTIONAL 1 X BUCK - s 4 94

TO BE PROPERLY .

SECURED »j-5-SEE NOTE 3 SHEET 1

APPROVED

SEALANT

EXTERIOR

APPROVED

SEALANT

OPTIONAL 1 X BUCK

TO BE PROPERLY

SECURED

SEE NOTE 3 SHEET 1

CONCRETE/MASONRY BY OTHERS

B

1%«441

2 1/2" MIIN.EDGE DISTANCE

14 44A

S

44 34 42 .4

4 4

94 44 .

A -52 45 .

44

1/4" MAX.SHIM SPACE

3/16" TAPCON

INTERIOR

3/16" TAPCON

4 1

4 4

% 4 4 -4 .31 .

4,

<1

6

4 1

2 1/2" MIN.EDGE DISTANCE


CONCRETE/MASONRY INSTALLATION

1/4" MAX.SHIM SPACE

1 1/4" MINI.EMBEDMENT


CONCRETE/MASONRYBY OTHERS

OPTIONAL 1 X BUCK

TO BE PROPERLY

SECURED

SEE NOTE 3 SHEET 1


3/16" TAPCON

2 1/2"MIN.

EDGE

DISTANCE

NOTES:





DRAWN:

A.S.

Cl

9

.

9

9

SCALENTS

81% 1

REV

A

DESCRIPTION

REVISIONS


1/4" MAX.SHIM SPACE

[.

U -31»

APPROVED

SEALANT

INTERIOR

EXTERIOR


FRAME INSTALLATION DETAILS

DWG NO.

DATE 04/13/12

»13


CONCRETE/MASONRY INSTALLATION

VIWINCO INC.

P.O. BOX 499


08-01474

SHEET5 OF 7

REV

A

DATE

07/27/15

APPROVED

SIGNED: 07/28/2015

..'/>ibilt: 1256/42;'....:R ·j i 4 4:p<%.

.*2 1


137> ' S OR\02 0.#.2/0 ....-G.©

'3/-'9/ONAL %.//0/1111\\\\\\

APPROVED

SEALANT

BEHIND FIN

#8 WOODSCREW7/16" MAI _f

EDGE DISTANCE

EXTERIOR

7/16" MIN _fEDGE DISTANCE

#8 WOODSCREW

APPROVED

SEALANT

BE HIND FIN

611

B

.' i .r

l'1--IC]C=

1 1/4 " MIN.EMBEDMENT

INTERIOR

1 1/4" MIIN.EMBEDMENT



WOOD

FRAMING

BY OTHERS

1/4" MIAX.F SHIM SPACE

1/4" MIAXE SHIM SPACE

WOOD

FRAMING

BY OTHERS

NOTES:





WOOD FRAMING

BY OTHERS

DRAWN:

A.S.

1 1/4MIN.

EMBEDMENT

#8 WOODSCREW

APPROVED

SEALANT

BEHIND FIN

SCALENTS

REV

A

DESCRIPTION

REVISIONS


»t>

1- « '

1/4" MAXSHIM SPACE

INTERIOR

JI f

7/16" MINEDGE DISTANCE

3 <50. ><xxxxx»1__sf

EXTERIOR



VIWINCO INC.

P.O. BOX 499



NAIL FIN INSTALLATION DETAILS

DWG NO.

DATE 04/13/12

08-01474

SHEET6 OF 7

REV

A

DATE

07/27/15 R.L.

APPROVED

SIGNED: 07/28/2015

..'/>ibilt: 1256/42;'....:R ·j i 4 4:p<%.

.*2 1


137> ' S OR\02 0.#.2/0 ....-G.©

'3/-'9/ONAL %.//0/1111\\\\\\

3 1/8

1 1/4

3 1/8

-ig

16

3 1/4"

Frante

VINYL PVC .070 THICK

3 1/4

f 3

01 = 1 F'aj

B

----1-

Frame (with Nail Fin)VINYL PVC .070 THICK

-1 1- 7/16

11»ESpacer


jB

1 3/8"

3--

t'

- - 1/2

-0-r

2 1/4" 4F- 2 5/8"

.. 1 1/16"

Sash


3 15/16"

3 9/16"

4 9

\*

Astragal FrameVINYL PVC .070 THICK

3 1/16"

1 j

5/lk-;F- 1 1/16'-17/8"-

Sash Reinforcement

Aluminum 6105 T5, Anodized

.078 THICK

-1 1" 1-

1 7/8" 1 3/8"Astragal Reinforcement

Aluminum 6105 T5

.060 THICK

1 /4"

5/16

liu

13/16"11.2-f

Sash Reinforcement


.060 THICK

3/8"pn

-

1 7/16"

Under Operator ReinforcementAluminum 6105 T5

.060 THICK

DRAWN:

A.S.

SCALENTS

REV

15/16"

A

DESCRIPTION

REVISIONS


1. .1 +'%»8====f LL

Glazing BeadVINYL PVC .040 THICK

11/16"

DATE

07/27/15

»1r--1 5/16"

-4

Under Hinge ReinforcementAluminum 6105 T5, Anodized

.060 THICK

1 -41_1/16" 7/8" ClfU »'

1 Ill f

Snubber - Sash

Aluminum 6105 T5

.092 THICK

VIWINCO INC.

P.O. BOX 499



COMPONENTS

DWG NO.

DATE 04/13/12

08-01474

SHEET7 OF 7

1 1/8"

5/8"

Snubber - Frame


.100 THICK

REV

A

R.L.

APPROVED

SIGNED: 07/28/2015

..'/>ibilt: 1256/42;'....:R ·j i 4 4:p<%.

.*2 1


137> ' S OR\02 0.#.2/0 ....-G.©

'3/-'9/ONAL %.//0/1111\\\\\\

max. o.c....apr 13, 2012 · s-series impact aw/fix stacked combination assembly exterior view...

Documents