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Robert J. Amoruso, P.E.

Florida P.E. No. 49752

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SHWINCO ARCHITECTURAL PRODUCTS, LLCSERIES 9700 VINYL SLIDING GLASS DOOR - HVHZ

INSTALLATION ANCHORAGE DETAILSGENERAL NOTES:

1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S) STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF

THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS PRODUCT CAN BE USED IN THE HIGH

VELOCITY HURRICANE ZONE (HVHZ).

2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED UL TEST REPORT NO. SV31355-20190517-REPORT-B &

SV31355-20190517-REPORT-C AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES.

2.1. PERFORMANCE STANDARDS USED IN TESTING FOR HVHZ LOCATIONS WERE TAS 201-94, TAS 202-94 AND TAS 203-94.

2.2. PERFORMANCE STANDARDS USED IN TESTING FOR NON-HVHZ LOCATIONS WERE AAMA/WDMA/CSA 101/I.S.2/A440-11, ASTM E1886-13a, AND ASTM E1996-14a.

3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM

CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL

ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION.

4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND

INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF

RECORD FOR THE PROJECT OF INSTALLATION.

5. THE PRODUCT SHOWN HEREIN WAS TESTED WITH IMPACT PROTECTIVE GLAZING SHOWN IN DETAIL A AND B ON SHEET 11 FOR LARGE MISSILE IMPACT (SMALL

MISSILE IMPACT ENVELOPED) IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION

REQUIREMENTS EXIST, THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION.

6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED

PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

7. MATERIALS

7.1. FRAME MATERIAL: EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE.

7.2. LAMINATED GLAZING INTERLAYER: EASTMAN CHEMICAL CO. SAFLEX PVB AND VANCEVA APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE.

7.3. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a AND EXCEEDS THE DESIGN PRESSURES ON SHEETS 3 AND 4.

8. DESIGNATION "X" STANDS FOR OPERABLE PANEL AND '"O" STANDS FOR FIXED PANEL

9. INTERIOR AND EXTERIOR FINISHING AND PERIMETER SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION

ONLY. WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. WATER PROOFING SHALL BE THE RESPONSIBILITY OF

THE INSTALLER.

9.1. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH THE FBC RESIDENTIAL AND BUILDING AND WITH FMA/AAMA/WDMA

PROTOCOLS.

9.2. SEE INSTALLATION NOTE 2.2 ON SHEET 4 FOR STRUCTURAL ADHESIVE REQUIREMENTS FOR 2-TRACK SILL INSTALLATION.

10. SEE SHEETS 3 AND 4, GENERAL NOTES FOR APPROVED CONFIGURATIONS.

11. SEE SHEETS 3 AND 4 FOR DESIGN PRESSURE BASED ON GLAZING REQUIREMENTS AND ASSOCIATED ANCHOR REQUIREMENTS.

INSTALLATION NOTES:

1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN

THIS PRODUCT EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGE

DISTANCE 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

OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS,

INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE

AND MINIMUM EDGE DISTANCES.

2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF

ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE

INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT.

2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN

WIND FORCE RESISTING SYSTEM SUBSTRATE.

2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION

RESISTANT MATERIAL OR HAVE A CORRISION RESISTANT COATING.

3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A

DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA

BUILDING CODE.

4. DISSIMILAR MATERIALS INCLUDING FASTENERS THAT MAY COME INTO

CONTACT SHALL HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT

EDITION OF THE FLORIDA BUILDING CODE.

5. INSTALLATION DETAILS

5.1. SEE SHEETS 3 AND 4 FOR ELEVATION DETAILS.

5.2. SEE SHEETS 5 THROUGH 8 FOR SECTION VIEWS OF SPECIFIC ANCHOR

INSTALLATION DETAILS.

5.3. SEE SHEET 9 FOR GLAZING DETAILS.

6. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION

SHOWN IN ELEVATION DETAILS (SHEETS 3 AND 4) AT 2-TRACK, 3-TRACK AND

4-TRACK HEAD, SILL AND JAMB EXTRUSIONS.

6.1. EXCEPTION FOR 2-TRACK XX AND XO CONFIGURATION. 1/4" FILLET

PERIMETER BEAD OF STRUCTURAL ADHESIVE SHALL BE USED IN LIEU OF

INSTALLATION ANCHORS AT THE SILL. SEE SHEET 4 FOR MORE DETAILS.

BOTTOM OF SILL SHALL BE SEALED TO SUBSTRATE USING STRUCTURAL

SILICONE ADHESIVE.

7. ANCHOR QUANTITIES AND SPACING / EMBEDMENT AND EDGE DISTANCE

7.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM

END DISTANCE (ED) AND THE MAXIMUM ON CENTER (O.C.) SPACING

PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON

SHEETS ON SHEETS 3 AND 4.

7.2. END DISTANCES AND O.C. SPACING LESS THAN THAT SHOWN IN THE

ELEVATION ON SHEETS ON SHEETS 3 AND 4 ARE ACCEPTABLE.

7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES

CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.

SPACING REQUIREMENTS.

7.4. ANCHOR QUANTITIES AND SPACING SHOWN ARE BASED ON THE LOWER

OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT

DESIGN PRESSURE.

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

8. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF

1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD

COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL.

9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION

ANCHORS INTO MORTAR JOINTS.

10. INSTALLATION 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 IN THE INSTALLATION ANCHOR SCHEDULE ON

SHEET 2.

TABLE OF CONTENTS

SHEET SHEET DESCRIPTION

1GENERAL NOTES, INSTALLATION NOTES, TABLE OF CONTENTS

2

ANCHOR SCHEDULE - EMBEDMENT & EDGE DISTANCE - ANCHOR INSTALL

3

4-TRACK XXXX & XXXO DOOR ELEVATION - ANCHOR LAYOUT

4

2-TRACK XX & XO DOOR ELEVATION - ANCHOR LAYOUT

52, 3 AND 4-TRACK VERTICAL SECTIONS

5A 2-TRACK ELEVATION & VERTICAL SECTION - SILL INSTALLATION CLIP OPTION

6

4-TRACK XXXX & XXXO HORIZONTAL CROSS SECTIONS

7

3-TRACK XXX & XXO HORIZONTAL CROSS SECTIONS

8

2-TRACK XX & XO HORIZONTAL CROSS SECTIONS

9

GLAZING DETAILS

10 & 11

BILL OR MATERIALS

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Robert J. Amoruso, P.E.

Florida P.E. No. 49752

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FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCETHROUGH-FRAME INSTALLATION

APPLICABLE TO HEAD, SILL (SHOWN) AND JAMBS (SHOWN)

WOOD AND CONCRETE SCREWFRAME ANCHORAGE REQUIREMENTS

(NOTE 5 FROM ANCHOR SCHEDULE TABLE ABOVE)THROUGH-FRAME INSTALLATION

APPLICABLE TO HEAD, SILL (SHOWN) AND JAMBS

–

–

–

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SERIES 9700 SLIDING GLASS DOOR - XXXX AND XXXO 4-TRACK SYSTEM (SHOWN)SIMILAR ARRANGEMENT FOR 3 TRACK CONFIGURATIONS LISTED BELOW

EXTERIOR ELEVATION

B*

6

A

5

INSTALLATION NOTES:

1. ANCHOR SPACING LOCATION TOLERANCES1.1. ON CENTER (O.C.) SPACING ANCHOR LOCATION

TOLERANCE IS +/- 1".1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN.1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS

THAN 3" O.C. REGARDLESS OF STATED TOLERANCES.2. ANCHOR QUANTITY AND SPACING

2.1. HEAD AND SILL2.1.1. ANCHORS ARE QUANTITY EIGHTEEN (18) WITH

MAXIMUM 11" ON CENTER (O.C.) SPACING.2.1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN.2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS

REQUIRED FOR SMALLER FRAMES AS LONG ASTHE EDGE DISTANCE AND O.C. SPACINGREQUIREMENTS ARE MET.

2.2. JAMBS2.2.1. ANCHORS ARE QUANTITY TEN (10) WITH

MAXIMUM 11" ON CENTER (O.C.) SPACING.2.2.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN.2.2.3. ANCHOR QUANTITIES CAN BE REDUCED AS

REQUIRED FOR SMALLER FRAMES AS LONG ASTHE EDGE DISTANCE AND O.C. SPACINGREQUIREMENTS ARE MET.

GENERAL NOTES:

1. APPROVED DOOR CONFIGURATIONS INCLUDE THEFOLLOWING.

1.1. XXXO AND XXXX, 4-TRACK1.1.1. ELEVATION SHOWN THIS SHEET.1.1.2. SECTION VIEWS ON SHEETS 5 AND 6.

1.2. XXO AND XXX, 3-TRACK1.2.1. ELEVATION SIMILAR TO 4-TRACK.1.2.2. SECTION VIEWS ON SHEETS 5 AND 7.

2. ANY STILE CONFIGURATION SHOWN IN HORIZONTALSECTION VIEWS ON SHEETS 6 AND 7 ARE ALLOWED.

3. MAXIMUM FRAME AND PANEL SIZES3.1. MAXIMUM FRAME SIZE IS 192.25" X 95.5"3.2. MAXIMUM PANEL SIZE IS 51.55" X 92.75"3.3. MAXIMUM PANEL DAYLIGHT OPENING (DLO) IS 40.625"

X 81.875"4. XXXO AND XXO DOOR CONFIGURATIONS SHOWN WITH

FIXED (O) PANEL AT RIGHT JAMB IN EXTERIOR TRACK.4.1. ACCEPTABLE TO ORIENT PANELS AS OXXX AND OXX

WITH FIXED PANEL AT LEFT JAMB IN INTERIORTRACK.

4.2. ACCEPTABLE TO ORIENT FIXED PANEL (O) INEXTERIOR OR INTERIOR TRACK.

B*

7

* SECTION B/8, 4-TRACK 4-PANEL SECTION (ELEVATION SHOWN) SECTION B/9, 3-TRACK 3-PANEL SECTION

SILL ANCHORAGE SAME AS HEADER

Max. Frame Size: 192.25" x 95.5"Max. Panel Size: 51.5" x 92.75"

Max. Daylight Opening Size: 40.63" x 81.88"

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PERFORMANCE RATING

CONFIGURATION

(SEE GENERAL

NOTE 11)

TRACKS NOTES

GLAZING

DETAIL (SEE

SHEET 2)

DESIGN

PRESSURE

(PSF)

IMPACT RATING

XXXO

XXXX

4

SHEET 3, GENERAL

NOTES 1.1, 2 & 3

A +/-65

LARGE MISSILE

(SMALL MISSILE

ENVELOPED)

XXXO

XXXX

4

SHEET 3, GENERAL

NOTES 1.1, 2 & 3

B +/-50

XXO

XXX

3

SHEET 3, GENERAL

NOTES 1.2, 2 & 3

A +/-65

XXO

XXX

3

SHEET 3, GENERAL

NOTES 1.2, 2 & 3

B +/-50

SERIES 9700 SLIDING GLASS DOOR - XX AND XO 2-TRACK SYSTEM (SHOWN)EXTERIOR ELEVATION

B

8

A

5

INSTALLATION NOTES:

1. ANCHOR SPACING LOCATION TOLERANCES1.1. ON CENTER (O.C.) SPACING ANCHOR LOCATION TOLERANCE IS +/- 1".1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN.1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS THAN 3" O.C. REGARDLESS

OF STATED TOLERANCES.2. ANCHOR QUANTITY AND SPACING

2.1. HEAD2.1.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM 11" ON CENTER (O.C.)

SPACING.2.1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN.2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER

FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACINGREQUIREMENTS ARE MET.

2.2. SILL2.2.1. SILL SHALL BE SEALED TO SUPPORTING SUBSTRATE OR BUCKING USING A

1/4" FILLET PERIMETER BEAD OF STRUCTURAL SILICONE ADHESIVE ATTHE INTERIOR AND EXTERIOR. BOTTOM OF SILL SHALL BE SEALED TOSUBSTRATE USING STRUCTURAL SILICONE ADHESIVE.

2.2.2. APPROVED ADHESIVES INCLUDE THE FOLLOWING:2.2.2.1. DOW CORNING 9952.2.2.2. DOW CORNING DOWSIL 7952.2.2.3. SIKA SIKASILGP & SIKASIL WS-305CN2.2.2.4. OTHER STRUCTURAL SILICONE ADHESIVES MEETING SITE

INSTALLATION REQUIREMENTS ALSO ACCEPTABLE PER ENGINEER ORARCHITECT OF RECORD.

2.2.3. INSTALLATION CLIP2.2.3.1. AN OPTIONAL INSTALLATION CLIP MAY BE EMPLOYED AT THE SILL.2.2.3.2. THIS CLIP IS NOT REQUIRED AND ITS USE IS AT THE DISCRETION OF

THE CONTRACTOR/INSTALLER.2.2.3.3. SEE SHEET 5A FOR INSTALLATION DETAILS FOR CLIP.

2.3. JAMBS2.3.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM 11" ON CENTER (O.C.)

SPACING.2.3.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN.2.3.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER

FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACINGREQUIREMENTS ARE MET.

GENERAL NOTES:

1. APPROVED DOOR CONFIGURATIONS INCLUDE THE FOLLOWING.1.1. XO AND XX, 2-TRACK

1.1.1. ELEVATION SHOWN THIS SHEET.1.1.2. SECTION VIEWS ON SHEETS 5 AND 8.

2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SECTION VIEW ONSHEET 8 ARE ALLOWED.

3. MAXIMUM FRAME AND PANEL SIZES3.1. MAXIMUM FRAME SIZE IS 99.85" X 95.5"3.2. MAXIMUM PANEL SIZE IS 51.55" X 92.75"3.3. MAXIMUM PANEL DAYLIGHT OPENING (DLO) IS 40.625" X 81.875"

4. XO DOOR CONFIGURATION SHOWN WITH FIXED (O) PANEL AT RIGHTJAMB IN EXTERIOR TRACK.

4.1. ACCEPTABLE TO ORIENT PANELS AS OX WITH FIXED PANEL AT LEFTJAMB IN INTERIOR TRACK.

4.2. ACCEPTABLE TO ORIENT FIXED PANEL (O) IN EXTERIOR OR INTERIORTRACK.

Max. Frame Size: 99.85" x 95.5"Max. Panel Size: 51.5" x 92.75"

Max. Daylight Opening Size: 40.63" x 81.88"

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Robert J. Amoruso, P.E.

Florida P.E. No. 49752

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PERFORMANCE RATING

CONFIGURATION

(SEE GENERAL

NOTE 11)

TRACKS NOTES

GLAZING

DETAIL (SEE

SHEET 2)

DESIGN

PRESSURE

(PSF)

IMPACT RATING

XO

XX

2

SHEET 3, GENERAL

NOTES 1.3, 2 & 3

A +/-65

LARGE MISSILE

(SMALL MISSILE

ENVELOPED)

XO

XX

2

SHEET 3, GENERAL

NOTES 1.3, 2 & 3

B +/-50

SERIES 9700 SLIDING GLASS DOORAPPLICABLE TO 2-TRACK, 3-TRACK AND 4-TRACK DOOR CONFIGURATIONS.

VERTICAL CROSS SECTIONS

A5

INTERIOREXTERIOR EXTERIOR EXTERIORINTERIOR INTERIOR

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FRAME WIDTH 5.90" FRAME WIDTH 8.28" FRAME WIDTH 10.66"

FRAME WIDTH FOR 2-TRACK, 3-TRACK AND 4-TRACKSILL SHOWN. APPLICABLE TO HEAD AND JAMBS

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SERIES 9700 SLIDING GLASS DOOR - XXAND XO 2-TRACK SYSTEM (SHOWN)

OPTIONAL SILL INSTALLATION CLIPEXTERIOR ELEVATION

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Max. Frame Size: 99.85" x 95.5"Max. Panel Size: 51.5" x 92.75"

Max. Daylight Opening Size: 40.63" x 81.88"

INTERIOR

EXTERIOR

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SERIES 9700 SLIDING GLASS DOORAPPLICABLE TO 2-TRACK WITH

OPTIONAL SILL INSTALLATION CLIPVERTICAL CROSS SECTIONS

A5A

OPTIONAL INSTALLATION CLIP. SEE SHEET 4, NOTE 2.2.3.

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SERIES 9700 SLIDING GLASS DOORAPPLICABLE 4-TRACK XXXX & XXXO DOOR CONFIGURATION

HORIZONTAL CROSS SECTIONS

B6

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INTERIOR

EXTERIOR

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SERIES 9700 SLIDING GLASS DOORAPPLICABLE 3-TRACK XXX & XXO DOOR CONFIGURATION

HORIZONTAL CROSS SECTIONS

B7

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EXTERIOR

3-T

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SERIES 9700 SLIDING GLASS DOORAPPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION

HORIZONTAL CROSS SECTIONS

B8

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EXTERIOR

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GLAZING DETAIL ALAMINATED IGU

INTERIOR GLAZED WITH DOW 995 BACK-BEDDING

EXTERIOR INTERIOR

GLAZING DETAIL BLAMINATED IGU

INTERIOR GLAZED WITH DOW 995 BACK-BEDDING

EXTERIOR INTERIOR

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