*>248.1, 11./...2 1/2" min. edge distance 1 \-1 9. 9 9 9 9 9 7 9 su 9.. #\1% 1 rev 1/4" max. shim...

$: *>248.1, 11./...2 1/2" min. edge distance 1 \-1 9. 9 9 9 9 9 7 9 su 9.. #\1% 1 rev 1/4" max. shim space description interior li7ililli_1flfl'c-411=i j a y / / b n-4 410 1 backer rod$
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 EXTEI\ID 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 #8 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

15.

16.

17.

18.

19.

REV DESCRIPTION

REVISIONS

DATE

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.

FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCOI\IS 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.

FOR AINCHORING 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.

ALL FASTENERS TO BE CORROSION RESISTANT.

INSTALLATIOI\1 ANCHORS SHALL BE INSTALLED IN ACCORDANCE 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

.

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

MORGANTOWN, PA 19543

BOX 499

SIGNATURE/CAMBRIDGE REVERSE ORIEL SINGLE HUNG52" X 80" REINFORCED NON-IMPACT

NOTES

DRAWN:

N.G.

SCALENTS

DWG NO.

DATE 01/28/15

08-02614

SHEET1 OF 6

REV

APPROVED

SIGNED: 01/29/2015

*>24"8.1, 11./»bf<·<>0 ENS'·lpt. e.. S=*. //K'OV-6251' :*2E-0 Z+U04<**,ZB,-EsM * STATE OF '2:

..<Gyr-=-4 ' S 0 R \01: •-*<-

40/1111\\\\\\

3" MAX

80"

MAX

FRAME

HEIGHT

.

52" MAX FRAME WIDTH

...

/ 0

14"

MAX O.C.

X

..

MAX 6" MAX

3" MAX1

14" MAX.

O.C.

S-SERIES REVERSE ORIEL SINGLE HUNG

EXTERIOR VIEW

FIN INSTALLATION

A.

B.

C.

D

E.

3" MAX

DESIGN PRESSURE RATING

+25.OPSF

80"

MAX

FRAME

HEIGHT

1

52" MAX FRAME WIDTH

20"

- MAXoc. --J --11 1

1/ 0

X

6" MAX

6" MAX

17" MAX

O.C.

6" MAX

i'lCAMBRIDGE REVERSE ORIEL SINGLE HUNG

IMPACT RATING

NONE

HARDWARE SCHEDULE

EXTERIOR VIEW

FRAME INSTALLATION

(2) VINYL TILT LATCH AT EACH END OF INTERIOR MEETING RAIL

(2) METAL CAM LOCK KEEPERS AT 12" FROM EACH END OF INTERIOR MEETING RAIL

(2) BLOCK & TACKLE BALANCES ONE AT EACH JAMB

(2) DIE CAST ZINC PIVOT BARS AT EACH END OF BOTTOM RAIL

ALUMINUM REINFORCEMENTAT ALL SASH STILES & BOTTOM, INTERIOR & EXTERIOR RAILS

NOTES:

1. FIXED SASH SIZE: 47" X 30 3/82. ACTIVE SASH SIZE: 47 1/4" X 47 7/8"3. MAXIMUM D.L.0. SIZE: 44 3/4" X 44 7/8"4. (2) 1" X 1/8" WEEP SLOT AT SILL SCREEN TRACK.

REV DESCRIPTION



REVISIONS

BOX 499


ELEVATIONS

DRAWN:

N.G.

SCALENTS

DWG NO.

DATE 01/28/15

08-02614

SHEET2 OF 6

REV

DATE APPROVED

SIGNED: 01/29/2015

="8.1. 11./*bf<·<>0 ENS'·lpt. e.. S=*. //K'OV-6251' :*2E-0 kueO<**,667-3sM * STATE OF '2:

..<Gyr-=-4 ' S 0 R \01: •-*<-

40/1111\\\\\\

r

WOOD FRAMING

OR 2X BUCK ---BY OTHERS

BACKER ROD

& APPROVED

SEALANT

EXTERIOR

1-1

Ullu=E-1-l-kg

1 - 10

///

=t--8-18-

---i

B 'It.%

=11 L--nu=-6

1.»1{

Y

1/2" MIN.EDGE DISTANCE

1 3/8" MIN.

EMBEDMENT

1/4" MAX. __SHIM SPACE

#10 WOOD SCREW

INTERIOR

1 3/8" MIN.EMBEDMENT


#10 WOODSCREW

WOOD FRAMING

OR 2X BUCK

BY OTHERS

BACKER ROD

& APPROVED

) SEALANT

- JAMB /NSTALLAT/ON DETA/LU SILL TO BE SET

. ON A BED OFWOOD FRAMING OR 2X BUCK INSTALLATION

) APPROVED CONSTRUCTION

3_ SEALANT

BACKER ROD I 14. MAX.& APPROVEDSEALANT »»»» - SHIM SPACE1 1=,ls-19

WOOD FRAMING

OR 2X BUCK-T

BY OTHERS

REV DESCRIPTION

1/4" MAX.

- SHIM SPACE INTERIOR

11 13 E-J[r,trrL

1]f_ A j0/-4 «141 1

n Eh'- = .1 -«'«'«'«'=

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

EXTERIOR



REVISIONS

BOX 499


FRAME INSTALLATION DETAILS

DRAWN:

N.G.

SCALENTS

DWG NO.

DATE 01/28/15

08-02614

SHEET3 OF 6

REV

DATE APPROVED

SIGNED: 01/29/2015

*>24"8.1, 11./»bf<·<>0 ENS'·lpt

1=10* STATE OF '67:=..<Gyr

.:5'4. S O R \01. •-+42

40/1111\\\\\\


EXTERIOR

3-rl

M ETAL

STRUCTUREBY OTHERS 3 1/4" MAX. SHIM SPACE

APPROVED --»Tfl-St{ +SEALANT

-1

#10 SMS ORSELF DRILLING

SCREW

gfi

1[ 3 1-

r-=-101111-

INTERIOR

SILL TO BE SET

4 -/ 4= 1 ON A BED OF

0* 311- APPROVED CONSTRUCTION3_ SEALANT

BACKER ROD -1 -/0& APPROVED AU---- In

SEALANT L»]1-1»=13 E SHIM SPACE1/4" MAX.

METALSTRUCTURE JBY OTHERS

in-Ille'IN\"\Ill"llt'%\X\"\ININ'H\IN\'11

R .0VERTICAL CROSS SECTION

METAL STRUCTURE INSTALLATION

f

F////////Jk

3/4" MIN. 4jf

EDGE DISTANCE 4

#10 SMS OR

SELF DRILLING ,*SCREWS 11/ 11

METAL ,STRUCTURE i

4

BY OTHERS Yul//id)

1/4" MAX.SHIM SPACE

INTERIOR

Ilillill-FIFLUL C

n : 44 If -- f411 *_11

nohi

BACKER ROD

& APPROVED

SEALANT

REV

EXTERIOR

JAMB INSTALLATION DETAIL

METAL STRUCTURE INSTALLATION

DESCRIPTION

REVISIONS

DATE

NOTES:







BOX 499



DRAWN:

N.G.

SCALENTS

DWG NO.

DATE 01/28/15

08-02614

SHEET4 OF 6

REV

APPROVED

SIGNED: 01/29/2015

="8.1. 11./*bf<·<>0 ENS'·lpt

1=10* STATE OF '67:=..<Gyr

.:5'4. S O R \01. •-+42

40/1111\\\\\\

CONCRETE/MASONRY --BY OTHERS »-»

OPTIONAL 1 X BUCK -SEE NOTES 3-7

SHEET 1

BACKER ROD

& APPROVED

SEALANT

1"

EXTERIOR

14

4. 4

LILEF %1/PU

ts-1

A

4

<7

&

2 1/2" MIN.EDGE DISTANCE

4

1 DU-18*I

B lit=%

4

4

441.. ... .. . / 44

»4 1 1/4" MIN.to.EMBEDMENT

4 = 1 1/4" MIN.EMBEDMENT

CONCRETE/MASONRYBY OTHERS >

1/4" MAX. JSHIM SPACE OPTIONAL 1 X BUCK

SEE NOTES 3-7

SHEET 1

3/16" TAPCON

INTERIOR

SILL TO BE SET

ON A BED OF

APPROVED CONSTRUCTION

SEALANT

A U *»BACKER ROD& APPROVED

3SEALANTOPTIONAL 1 X BUCK »»»» 1/4" MAX.

SEE NOTE 3-7 1 'r--IC---19 SHIMI SPACESHEET 1

CONCRETE/MASONRY -BY OTHERS -1 < . . 4 . d..4 . -9

r<1

·

6 *14 -1.

d44 4

.·

4·


CONCRETE/MASONRY INSTALLATION

3/16" TAPCON

2 1/2"MIN.

EDGE

DISTANCE

1

\-1

9

.

9

9

9

9

9

7 9

SU

9

.

.

#\1% 1

REV

1/4" MAX.SHIM SPACE

DESCRIPTION

INTERIOR

li7ililli_1FLFL'C-411=i J A Y

/ / B n1

-4 410BACKER ROD

& APPROVED

SEALANT


CONCRETE/MASONRY INSTALLATION

NOTES:





EXTERIOR



REVISIONS

BOX 499



DRAWN:

N.G.

SCALENTS

DWG NO.

DATE 01/28/15

08-02614

SHEET5 OF 6

REV

DATE APPROVED

SIGNED: 01/29/2015

*>24"8.1, 11./»bf<·<>0 ENS'·lpt

1=10* STATE OF '67:=..<Gyr

.:5'4. S O R \01. •-+42

40/1111\\\\\\

APPROVED

SEALANT

BEHIl\ID FIN

#8 WOODSCREW

7/16" MIN -1EDGE DISTANCE

EXTERIOR

7/16" MIN __!EDGE DISTANCE

#8 WOODSCREW

APPROVED

SEALANT

BEHIND FIN

L

3f--1131-

_ i-/%-

L j 4 0* INI ill3_ 1131 L_r2=12*,4 i ED


1

INTERIOR




WOOD

FRAMING

BY OTHERS

1/4" MAX.E SHIMI SPACE

1/4" MAXF SHIM SPACE

WOOD

FRAMING

BY OTHERS

WOOD FRAMING

BY OTHERS

#8 WOODSCREW

1 1/2"MIN.

EMBEDMENT

APPROVED

SEALANT

BEHIND FIN

/\\»l- ... I

1/4" MAXSHIM SPACE

REV

INTERIOR

--·on&

d j y F K - 1-% 1-1 1

»4 «fux) J 1I

n,Ihi= - -

-- EXTERIOR7/16" MIN-

EDGE DISTANCE



NOTES:





DESCRIPTION



REVISIONS

BOX 499


FIN INSTALLATION DETAILS

DRAWN:

N.G.

SCALENTS

DWG NO.

DATE 01/28/15

08-02614

SHEET6 OF 6

REV

DATE APPROVED

SIGNED: 01/29/2015

*>24"8.1, 11./»bf<·<>0 ENS'·lpt

1=10* STATE OF '67:=..<Gyr

.:5'4. S O R \01. •-+42

40/1111\\\\\\

*>248.1, 11./...2 1/2" min. edge distance 1 \-1 9. 9 9 9 9 9 7 9 su 9.. #\1% 1 rev 1/4" max. shim...

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Transcript of *>248.1, 11./...2 1/2" min. edge distance 1 \-1 9. 9 9 9 9 9 7 9 su 9.. #\1% 1 rev 1/4" max. shim...