*>248.1, 11./ - Florida Building · notes: 1. the product shown herein is designed and manufactured to comply with ... 33ksi or aluminum 6063-t5 1/8" thick minimum 20. geometric shapes

NOTES:

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

REQUIREMENTS OF THE FLORIDA BUILDING CODE.

2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND 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 MASONRY/CONCRETE IS OPTIONAL.

4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BEANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED

INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO

MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.

5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY

FASTENED TO MASONRY, CONICRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY

BE AINCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH

MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.

6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED

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

THE ARCHITECT OR ENGINEER OF RECORD.

7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS

PROVIDED.

8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT

EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR

GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE

OF SUSTAINING APPLICABLE LOADS.

10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.

11. FRAME MATERIAL: EXTRUDED RIGID PVC.

12. UNITS MUST BE GLAZED PER ASTM E 1300-04.

13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE

DEBRIS REGIONS.

14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS

WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.

SHEET NO.

2

3-6

NOTES

ELEVATIONS

TABLE OF CONTENTS

INSTALLATION DETAILS

DESCRIPTION

REV DESCRIPTION

REVISIONS

DATE

15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD

SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTOSUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.

16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH

SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2

1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANDINSTALLATION DETAILS.

17. FOR Al\ICHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELFDRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND

STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS Al\ID INSTALLATION

DETAILS.

18. ALL FASTENERS TO BE CORROSION RESISTANT.

19. INSTALLATIOI\1 ANCHORS SHALL BE INSTALLED IN ACCORDAI\ICE WITH ANCHOR

MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN

SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:

A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42

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

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

20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS

SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN

IN SHEET 2.

21. UNITS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY.

.

DRAWN:

V.L.

VIWINCO, INC.MORGANTOWN BUSINESS PARK, P.O.

MORGANTOWN, PA 19543

SCALENTS

SIGNATURE/VIWINCO GEOMETRIC96" X 48" - NON-IMPACT

NOTES

DWG NO.

DATE 01/05/15

08-02588

BOX 499

SHEET1 OF 6

REV

APPROVED

SIGNED: 01/07/2015

*>24"8.1, 11./»bf<·<>0 ENS'·lpt. e.. S=*. //K'OV-6251' :*23-0 Z+UeO<**,ZB,- EsM * STATE OF '2:

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3" MAX

49"MAX

FRAME HEIGHT

96" MAX FRAME WIDTH

-- · · 6" MAX O.C. --1 - 3" MAX3" MAX

S-SERIES GEOMETRIC

EXTERIOR VIEW

FIN INSTALLATION

NOTES:

1. (2) 1/8" X 1" WEEP SLOT 2" FROM JAMBS AT SILLGLAZING POCKET.

2. (2) 1/8" X 1" WEEP SLOT WITH COVER 2" FROMJAMBS AT SILL FACE.

3. MAXIMUM D.L.O.: 91 3/4" X 43 3/4

3" MAX

6" MAX O.C.

3" MAX

DESIGN PRESSURE RATING

+60.OPSF

48"

MAX

FRAME

HEIGHT

IMPACT RATING

NONE

1

10" MAX O.C.

REV

96" MAX FRAME WIDTH

DESCRIPTION

REVISIONS

1

DRAWN:

V.L.

CAMBRIDGE GEOMETRIC

EXTERIOR VIEW

FRAME INSTALLATION



SCALENTS

SIGNATURE/VIWINCO GEOMETRIC96" X 48" - NON-IMPACT

ELEVATIONS

DWG NO.

DATE 01/05/15

08-02588

BOX 499

SHEET2 OF 6

11

REV

DATE

3" MAX

3" MAX

14"

MAX O.C.

3" MAX

APPROVED

SIGNED: 01/07/2015

*>24"8.1, 11./»b·§2 ·<>0 ENS' .'tp 5>. e.. S23*· '/KIO'.-6251' :*23-0 Z+UeO<**,ZB,- EsM * STATE OF '2:

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40/1111\\\\\\

1/2" MIN.EDGE DISTANCE

WOOD FRAMING

OR 2X BUCK

BY OTHERS.4

1 3/8" MIN.EMBEDMENT

BACKER ROD . f& APPROVED 1/4" MAX.

SEALANT F-7 1 [_11 S HIM SPACE

»-«11

EXTERIOR

BACKER ROD

& APPROVED

SEALANT

WOOD FRAMING

OR 2X BUCK

BY OTHERS

INTERIOR

#10 WOOD SCREW

- #10 WOOD SCREW

1/4" MAX.

SHIM SPACE 1 3/8 " MIN.

EMBEDMENT

VERTICAL CROSS SECTION

WOOD FRAMING OR 2X BUCK 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


1/2" MIN,EDGE DISTANCE

#10 WOODSCREW

WOOD FRAMING

OR 2X BUCK

BY OTHERS

j0

1/4" MAX.SHIM SPACE

4 7 -

BACKER ROD

& APPROVED

SEALANT

REV

JAMB INSTALLATION DETAIL

INTERIOR

EXTERIOR


DRAWN:

V.L.

DESCRIPTION



SCALENTS

SIGNATURE/VIWINCO GEOMETRIC96"X 48"-NON-IM PACT

FRAME INSTALLATION DETAILS

DWG NO.

DATE 01/05/15

08-02588

REVISIONS

BOX 499

SHEET3 OF 6

REV

DATE APPROVED

SIGNED: 01/07/2015

f<2·so E N *6%--.

S* 0.,625pr · *2

0.

1>* .AOR\0 1*.9/0 ...•-G.:

'3/-696NAL E\>.//0/1111\\\\\\

. .

..

METAL

STRUCTURE

BY OTHERS

APPROVED

SEALANT

3/4" MIN.EDGE DISTANCE

1/4" MAX.\

b #=r-----2- 11 5 SHIM SPACE

' \ir'\I\\ \t\" Nx \h N \N \N \N \\11 \......

#10 SMS ORSELF DRILLING

SCREW

EXTERIOR INTERIOR

-- #10 SMS OR/ SELF DRILLING

SCREW

1/4" MAX.F SHIM SPACE

0 -- t»BACKER ROD --& APPROVED

SEALANT i»»/041019 ETAL7

»,28===s=ILI»!,

STRUCTURE \© »BY OTHERS 4


METAL STRUCTURE INSTALLATION

NOTES:





V//////4/,

3/4" MINI.EDGE DISTANCE 4 1

11

#10 SMS OR elSELF DRILLNNG

SCREWS

METAL

STRUCTUREIf

BY OTHERS

1/4" MAX.SHIM SPACE

BACKER ROD

& APPROVED

SEALANT

REV

INTERIOR

EXTERIOR


METAL STRUCTURE INSTALLATION

DRAWN:

V.L.

DESCRIPTION



SCALENTS



DWG NO.

DATE 01/05/15

08-02588

REVISIONS

BOX 499

SHEET4 OF 6

REV

DATE APPROVED

SIGNED: 01/07/2015

f<2·so E N *6%--.

S* 0.,625pr · *2

0.

1>* .AOR\0 1*.9/0 ...•-G.:

'3/-696NAL E\>.//0/1111\\\\\\

CONCRETE/MASONRYBY OTHERS --X

OPTIONAL 1 X BUCK -SEE NOTES 3-7

SHEET 1

BACKER ROD

& APPROVED

SEALANT

BACKER ROD

& APPROVED

SEALANT

OPTIONAL 1 X BUCK

SEE NOTE 3-7

SHEET 1

CONCRETE/MASONRYBY OTHERS

2 1/2" MIN.EDGE DISTANCE

5. 144 .

<7

4 16

EXTERIOR

4 -4 46 .

*i

S.-

=1,

trl' 1

\

<JilU L3/16" TAPCON

INTERIOR

\\ 4 .4S..

4 .Z . 4

- 3/16" TAPCON

4 4

4 1

. 4 444*6 1

4 I

- 2 1/2" MIN.EDGE DISTANCE


CONCRETE/MASONRY INSTALLATION

1-

%

1/4" MAX.SHIM SPACE

4

1/4" MAX.SHIM SPACE


1 CONCRETE/MASONRY1 BY OTHERS

OPTIONAL 1 X BUCK

SEE NOTES 3-7

SHEET 1

1 1/4" MH\1.EMBEDMENT

1 1/4 " MIN.EMBEDMENT

3/16" TAPCON

V.

9

9

«\1\1\%\Pt\1\1\1t\11

2 1/2"AA IN.

EDGE9

DISTANCE

9

REV

1/4" MAX.SHIM SPACE

HACKER ROD

& APPROVED

SEALANT

DESCRIPTION

REVISIONS

INTERIOR


CONCRETE/MASONRY INSTALLATION

NOTES:





DRAWN:

V.L.



SCALENTS



DWG NO.

DATE 01/05/15

08-02588

EXTERIOR

BOX 499

SHEET5 OF 6

REV

DATE APPROVED

SIGNED: 01/07/2015

·#12 ·<>% E Nd;%. :*21S*.

-

-..-

0.

1>* .AOR\0 1*.9/0 ...•-G.:

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#6 WOODSCREW NX ---- .-»»»

7/16' MI IN _f 21-

EDGE DISTANCE

EXTERIOR

7/16" MH\1 3EDGE DISTANCE

#6 WOODSCREW

INTERIOR

----Inip'I

77





WOOD

FRAMING

BY OTHERS

1/4" MAX.

- SHIM SPACE

1/4" MAXF SHIM SPACE

WOOD

FRAMING

BY OTHERS

WOOD FRAMIING --

BY OTHERS

-

MIN.

EMBEDMENT

# 6 WOOD SCREW

7/16" MIN--I

EDGE DISTANCE

1/4" MAXSHIM SPACE

INTERIOR

1-41

REV

EXTERIOR



DESCRIPTION

REVISIONS

#8 X 1 1/4" PH SCREW6" FROM EACH CORNER

AND 18" MAX O.C. THEREAFTER

NOTES:





DRAWN:

V.L.



SCALENTS


FIN INSTALLATION DETAILS

DWG NO.

DATE 01/05/15

08-02588

BOX 499

SHEET6 OF 6

REV

DATE APPROVED

SIGNED: 01/07/2015

. e.. SE * 10.,52518 . * S j1.2ju***Zrfaf

0.

1>* .AOR\0 1*.9/0 ...•-G.:

'3/-696NAL E\>.//0/1111\\\\\\

Documents

*>248.1, 11./ - Florida Building · notes: 1. the product shown herein is designed and manufactured to comply with ... 33ksi or aluminum 6063-t5 1/8" thick minimum 20. geometric shapes