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RENAISSANCE WINDOWS AND DOORSSERIES IN SIN E N WINDOW

INS A A ION ANC ORA E DE AI S

N.T

.S.

GEN

ERAL

NO

TES,

INST

ALLA

TIO

N N

OTE

S &

TABL

E O

F C

ON

TEN

TS

1

GENERAL NOTES:

1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. TESTING WASCONDUCTED IN ACCORDANCE WITH AAMA/NWWDA 101/I.S.2-97.

2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.02-48976.01 AND 02-48976.02 ANDASSOCIATED LABORATORY DRAWINGS BY ARCHITECTURAL TESTING, INC.

3. THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ).

4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCERESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THERESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OFRECORD FOR THE PROJECT OF INSTALLATION.

5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING ASTHE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION.

6. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT REQUIRES OPENINGPROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT PROTECTIONDEVICE.

7. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY ALICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

8. WINDOW FRAME MATERIAL: VINYL (PVC).

9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a.

10. DESIGNATIONS "X" STANDS FOR OPERABLE LITE/SASH AND "O" STANDS FOR FIXED LITE.

11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THISINSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER.

INSTALLATION NOTES:

1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN INTHIS PRODUCT EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGEDISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, BRICK VENEER AND SIDING.

2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OFANCHOR, AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS, INCLUDINGMINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUMEDGE DISTANCES.

2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TOEDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOROF THE FENESTRATION PRODUCT.

2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WINDFORCE RESISTING SYSTEM SUBSTRATE.

3. SEE SHEETS 5 THROUGH 10 FOR SPECIFIC ANCHOR INSTALLATION DETAILS.

4. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATIONSHOWN.

5. ANCHOR QUANTITIES AND SPACING / EMBEDMENT AND EDGE DISTANCE5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END

DISTANCE (ED) AND THE MAXIMUM ON CENTER (O.C.) SPACING PLACEMENTOF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 AND 4.

5.2. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THEELEVATIONS ON SHEETS 3 AND 4 ARE ACCEPTABLE.

5.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIESCAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. SPACINGREQUIREMENTS.

5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OFANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGNPRESSURE.

5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2.

6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOODCOMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL.

7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATIONANCHORS INTO MORTAR JOINTS.

8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORMANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BEUSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHSPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2.

TABLE OF CONTENTS

SHEET SHEET DESCRIPTION

1 GENERAL NOTES, INSTALLATION NOTES, TABLE OF CONTENTS

2 ANCHOR SCHEDULE - EMBEDMENT AND EDGE DISTANCE

3 48" x 84" WINDOW ELEVATION/COMBINED ANCHORING LAYOUT

4 44" x 84" WINDOW ELEVATION/FIN FRAME ANCHORING LAYOUT

5 44" x 84" WINDOW ELEVATION/THRU-FRAME ANCHORING LAYOUT

6 VERTICAL CROSS SECTION - NAILING FIN INSTALLATION

7 HORIZONTAL CROSS SECTION - NAILING FIN INSTALLATION

8 VERTICAL CROSS SECTION - THRU FRAME INSTALLATION

9 HORIZONTAL CROSS SECTION - THRU FRAME INSTALLATION

10 VERTICAL CROSS SECTION - SNAP-ON FLANGE THRU FRAME INSTALLATION

11 HORIZONTAL CROSS SECTION - SNAP-ON FLANGE THRU FRAME INSTALLATION

12 GLAZING DETAIL AND GLAZING NOTES

13 BILL OF MATERIALS

PERFORMANCE RATING

MAXIMUM WINDOW SIZEGLAZING DETAIL(SEE SHEET 12) DESIGN PRESSURE (PSF) IMPACT RATING

NOMINAL 48" x 84"B (FIXED LITE)C (SASH LITE) +/- 25

NONESEE NOTE 6

NOMINAL 44" x 84"A (FIXED LITE)C (SASH LITE) +/- 40

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EMBEDMENT AND EDGE DISTANCENAILING FIN FRAME INSTALLATION

EMBEDMENT AND EDGE DISTANCETHROUGH-FRAME INSTALLATION

EMBEDMENT AND EDGE DISTANCESNAP-ON FLANGE THROUGH-FRAME INSTALLATION

N.T

.S.

ANC

HO

R S

CH

EDU

LE -

EMBE

DM

ENT

& ED

GE

DIS

TAN

CE

1

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SERIES 8500 VINYL SINGLE HUNG WINDOW - 25 PSF DESIGN PRESSUREEXTERIOR VIEW - SPLIT LITE WINDOW (48" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL B & C

FIN FRAME ANCHOR INSTALLATION SHOWN - THRU-FRAME ANCHOR INSTALLATION SAME

X

O

B7

C7

C9

C11

B9

B11

A6

A8

A10

N.T

.S.

48" x

84"

WIN

DO

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SERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSUREEXTERIOR VIEW - SPLIT LITE WINDOW (44" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL A & C

FIN FRAME ANCHOR INSTALLATION

B7

C

X

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7

N.T

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44" x

84"

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IN F

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OR

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SERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSUREEXTERIOR VIEW - SPLIT LITE WINDOW (44" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL A & C

THRU-FRAME ANCHOR INSTALLATION

B9

C

X

O

A8

9

C11

B11

A10

N.T

.S.

44" x

84"

WIN

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N/T

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VERTICAL CROSS SECTIONNAILING FIN FRAME INSTALLATION6

A

EXTERIOR INTERIOR

N.T

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VER

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FIXED LITE HORIZOINTALCROSS SECTION

NAILING FIN FRAME INSTALLATION7B

SASH LITE HORIZONTALCROSS SECTION

NAILING FIN FRAME INSTALLATION7C

EXTERIOR

EXTERIOR

INTERIOR

INTERIOR

N.T

.S.

HO

RIZ

ON

TAL

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OSS

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IN IN

STAL

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7

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FIXED LITE HORIZOINTALCROSS SECTION

THROUGH-FRAME INSTALLATION9B

SASH LITE HORIZONTALCROSS SECTION

THROUGH-FRAME INSTALLATION9C

EXTERIOR

EXTERIOR

INTERIOR

INTERIOR

N.T

.S.

HO

RIZ

ON

TAL

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SEC

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STAL

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9

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VERTICAL CROSS SECTIONSNAP-ON FLANGE

THROUGH-FRAME INSTALLATION10A

EXTERIOR INTERIOR

N.T

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.690

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FIXED LITE HORIZOINTALCROSS SECTION

SNAP-ON FLANGETHROUGH-FRAME INSTALLATION

11B

SASH LITE HORIZONTALCROSS SECTION

SNAP-ON FLANGETHROUGH-FRAME INSTALLATION

11C

EXTERIOR

EXTERIOR

INTERIOR

INTERIOR

N.T

.S.

HO

RIZ

. CR

OSS

SEC

TIO

N -

SNAP

-ON

FLA

NG

E TH

RU

FR

AME

INST

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11

RJA

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F

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D00

01

SERI

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L SI

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G W

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T D

ESIG

N G

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PO B

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5207

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RID

A 32

752

FBPE

C.A

. NO

. 259

35

TITL

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DR

AWN

BY:

SCAL

E:

REV

:

DAT

E:

DR

AWIN

G N

O:

SHEE

T:

Robert J. Amoruso, P.E.Florida P.E. No. 49752

Phon

e: 3

21.6

90.1

788

Fax:

321

.690

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T #

419-

0901

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ueGLAZING DETAIL AAPPLICABLE AT FIXED LITE FOR DESIGN PRESSURE

GREATER THAN 25 PSF

GLAZING DETAIL B

NOTES:1. A MINIMUM OF TWO (2) NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE A DUROMETER

HARDNESS ARE REQUIRED AT BOTTOM (SILL) OF GLAZING LITES MORE THAN 3 FEET INWIDTH.

2. AS-TESTED IGU SYSTEM SHOWN. OTHER SUBSTITUTES ARE ALLOW WHILE MAINTAININGINDIVIDUAL LITE THICKNESS AND TEMPER.

GLAZING DETAIL C

N.T

.S.

GLA

ZIN

G D

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LS A

ND

NO

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12

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UP,

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, FLO

RID

A 32

752

FBPE

C.A

. NO

. 259

35

TITL

E:

DR

AWN

BY:

SCAL

E:

REV

:

DAT

E:

DR

AWIN

G N

O:

SHEE

T:

Robert J. Amoruso, P.E.Florida P.E. No. 49752

Phon

e: 3

21.6

90.1

788

Fax:

321

.690

.178

9Em

ail:

info

@pt

c-co

rp.c

omR

EVD

ESC

RIP

TIO

ND

ATE

BY

12/5

/19

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ANC

E W

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S AN

D D

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1334

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TER

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AL P

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ON

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L 32

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PRO

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T #

419-

0901

Firs

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N.T

.S.

BILL

OR

MAT

ERIA

LS

13