HomeMy WebLinkAboutShwinco Sliding Door Drawings 30505.3SHWINCO ARCHITECTURAL PRODUCTS, LLC
SERIES 9700 VINYL SLIDING GLASS DOOR -HVHZ
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.
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.
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.
INSTALLATION ANCHORAGE DETAILS
GENERAL 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. WATERPROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. WATERPROOFING 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.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL 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
5
2, 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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by Robert J
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Date: 2021.07.13
08:33:43-04'00'
INSTALLATION ANCHOR SCHEDULE
FASTENER HEAD
FASTENER SIZE
SUBSTRATE(4)
FRAME COMPONENT
MANUFACTURER AND/OR
MIN.
MIN. EDGE
ANCHOR CAPACITIES BASED
TYPE (S)
SPECIFICATION
EMBEDMENT (IN)
DISTANCE (IN)
ON
CONCRETE
HEAD, SILL AND JAMBS
ITW TAPCONS (1)
1-1/2
1-1/8
MIN. 2500 PSI CONCRETE
HEX HEAD
3/16"
STRENGTH CONFORMANCE TO
MASONRY
JAMBS ONLY
ITW TAPCONS (1)
1
2
ASTM C-90, MEDIUM WEIGHT,
(BLOCK/CMU)
DENSITY> 117 PCF
FLAT HEAD
ANSI B18.6.1 (WOOD SCREW) (2)
WOOD WITH A MINIMUM
PAN HEAD
No. 10
WOOD
HEAD, SILL AND JAMBS
ASME B18.6.4 (TAPPING SCREW) (3)
1 1/2
3/4
SPECIFIC GRAVITY OF 0.42
NOTES:
1) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY I INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE.
2) FOR WOOD SCREW INSTALLATION I NTO WOOD SUBSTRATE; I F SPLITTING IS A CONCERN, DRI LL 0.112" PILOT HOLE (DRI LL SIZE 34).
3) FOR TAPPI NG SCREW INSTALLATION INTO WOOD SUBSTRATE; I F SPLITTING IS A CONCERN, DRI LL 0.121" PI LOT HOLE (DRI LL SIZE 31).
4) FOR CONCRETE/CMU SUBSTRATES, 1X WOOD BUCK IS OPTIONAL.
5) SEE "WOOD AND CONCRETE SCREW FRAME ANCHORAGE REQUIREMENTS" I ILLUSTRATION BELOW FOR HEX HEAD CONCRETE AND FLAT HEAD WOOD SCREW I NSTALLATION I N VINYL EXTRUSION.
SUBSTRAT
VARIES. SE
ANCHO
SCHEDULE 0
SHEET 2 FO
REQUIREMENT
MIN.
EMBEDMENT
MIN.
EDGE
DISTANCE
SUBSTRATE VARIES. SEE ANCHOR SCHEDULE
ON SHEET 2 FOR REQUIREMENTS.
tMUtt%MtN l
FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE
THROUGH -FRAME INSTALLATION
APPLICABLE TO HEAD, SILL (SHOWN) AND JAMBS (SHOWN)
A& B 7- NOTE A& B
L
SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS \-CONCRETE
APPLICABLE TO HEAD, SILL AND JAMBS. SUBSTRATE
NOTE A, SILL (SHOWN) -CONCRETE SUBSTRATE
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT)
2) CLEAN SURFACE OF ALL CONCRETE DUST AND OILS
3) FILL PREDRILL HOLE WITH SEALANT
4) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN
5) COVER SCREW HEAD WITH SEALANT
NOTE B, HEAD & JAMB (NOT SHOWN) -CONCRETE OR MASONRY SUBSTRATE
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT)
2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN
C & D
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Robert J. Amoruso, P.E.
— — — — Florida P.E. No. 49752
WOOD
SUBSTRATE
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SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS
: �;' NO 497.52 :O
APPLICABLE TO HEAD, SILL AND JAMBS.
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NOTE C, SILL (SHOWN) -WOOD SUBSTRATE
1) PREDRILL HOLE
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2) SURFACE SHOULD BE CLEAN AND OIL FREE
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3) FILL PREDRILL HOLE WITH SEALANT
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4) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN
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5) COVER SCREW HEAD WITH SEALANT
Digitally signed
NOTE D, HEAD & JAMB (NOT SHOWN) -WOOD SUBSTRATE
1) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN.
by Robert J
WOOD AND CONCRETE SCREW
Amoruso
FRAME ANCHORAGE REQUIREMENTS
Date: 2021.07.13
(NOTE 5 FROM ANCHOR SCHEDULE TABLE ABOVE)
THROUGH -FRAME INSTALLATION
APPLICABLE TO HEAD, SILL (SHOWN) AND JAMBS
08:34:00-04'00'
INSTALLATION NOTES:
1. ANCHOR SPACING LOCATION TOLERANCES
1.1. 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 SILL
2.1.1. ANCHORS ARE QUANTITY EIGHTEEN (18) WITH
MAXIMUM I1" 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. SPACING
REQUIREMENTS ARE MET.
2.2. JAMBS
2.2.1. ANCHORS ARE QUANTITY TEN (10) WITH
MAXIMUM I1" 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 AS
THE EDGE DISTANCE AND O.C. SPACING
REQUIREMENTS ARE MET.
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"
GENERAL NOTES:
1
2
3
3" EDGE
DISTANCE
(TYP)
3"
EDGE
DISTANCE
(TYP.)
11"
O.C.
SPACING
(TYP.)
APPROVED DOOR CONFIGURATIONS INCLUDE THE
FOLLOWING.
1.1. XXXO AND XXXX, 4-TRACK
3 „
1.1.1. ELEVATION SHOWN THIS SHEET.
1.1.2. SECTION VIEWS ON SHEETS 5 AND 6.
EDGE
DISTANCE
1.2. XXO AND XXX, 3-TRACK
(TYP.)
1 2 1 ELEVATION SIMILAR TO 4 TRACK
1.2.2. SECTION VIEWS ON SHEETS 5 AND 7.
ANY STILE CONFIGURATION SHOWN IN HORIZONTAL
SECTION VIEWS ON SHEETS 6 AND 7 ARE ALLOWED.
MAXIMUM FRAME AND PANEL SIZES
3.1. 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"
Li XXXO AND XXO DOOR CONFIGURATIONS SHOWN WITH
FIXED (0) PANEL AT RIGHT JAMB IN EXTERIOR TRACK.
4.1. ACCEPTABLE TO ORIENT PANELS AS OXXX AND OXX
WITH FIXED PANEL AT LEFT JAMB IN INTERIOR
TRACK.
4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN
EXTERIOR OR INTERIOR TRACK.
95.5"
MAX.
FRAM E
HEIGHT
SILL ANCHORAGE SAME AS HEADER
* SECTION B/8, 4-TRACK 4-PANEL SECTION (ELEVATION SHOWN)
SECTION B/9, 3-TRACK 3-PANEL SECTION
SERIES 9700 SLIDING GLASS DOOR - XXXX AND XXXO 4-TRACK SYSTEM (SHOWN)
SIMILAR ARRANGEMENT FOR 3 TRACK CONFIGURATIONS LISTED BELOW
EXTERIOR ELEVATION
PERFORMANCE RATING
CONFIGURATION
GLAZING
DESIGN
(SEE GENERAL
TRACKS
NOTES
DETAIL (SEE
PRESSURE
IMPACT RATING
NOTE 11)
SHEET 2)
(PSF)
XXXO
SHEET 3, GENERAL
XXXX
4
NOTES 1.1, 2 & 3
A
+/-65
XXXO
SHEET 3, GENERAL
XXXX
4
NOTES 1.1, 2 & 3
B
+/ 50
LARGE MISSILE
MISSILE
(SMALL
XXO
SHEET 3, GENERAL
ENVELOPED)
XXX
3
NOTES 1.2, 2 & 3
A
+/-65
XXO
SHEET3,GENERAL
xxx
3
NOTES 1.2, 2 & 3
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Florida P.E. No. 49752
Digitally signed
by Robert J
Amoruso
Date: 2021.07.13
08:34:10-04'00'
INSTALLATION NOTES:
1. ANCHOR SPACING LOCATION TOLERANCES
1.1. 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
2.1.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM I I" 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. SPACING
REQUIREMENTS ARE MET.
2.2. SILL
2.2.1. SILL SHALL BE SEALED TO SUPPORTING SUBSTRATE OR BUCKING USING A
1/4" FILLET PERIMETER BEAD OF STRUCTURAL SILICONE ADHESIVE AT
THE INTERIOR AND EXTERIOR. BOTTOM OF SILL SHALL BE SEALED TO
SUBSTRATE USING STRUCTURAL SILICONE ADHESIVE.
2.2.2. APPROVED ADHESIVES INCLUDE THE FOLLOWING:
2.2.2.1. DOW CORNING 995
2.2.2.2. DOW CORNING DOWSIL 795
2.2.2.3. SIKA SIKASILGP & SIKASIL WS-305CN
2.2.2.4. OTHER STRUCTURAL SILICONE ADHESIVES MEETING SITE
INSTALLATION REQUIREMENTS ALSO ACCEPTABLE PER ENGINEER OR
ARCHITECT OF RECORD.
2.2.3. INSTALLATION CLIP
2.2.3.1. 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. JAMBS
2.3.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM I I" 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. SPACING
REQUIREMENTS ARE MET.
GENERAL NOTES:
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"
11 " MAX. O.C.
3" EDGE SPACING (TYP)
DISTANCE low
(TYP)
I
3"
EDGE
DISTANCE
(TYP.)
KB
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11" I
D.C.
SPACING
(TYP.)
3"
EDGE
DISTANCE
(TYP.)
3" EDGE
DISTANCE
A (TYP)
5
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X
X
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1.4" FILLET BEAD SILICONE
SEALANT, INTERIOR AND EXTERIOR
AND BOTTOM OF SILL. SEE
INSTALLATION NOTE 2.2.
99.85" MAX. FRAME WIDTH
1
1
1
1
95.5"
1 MAX.
FRAM E
1 HEIGHT
1
1
1
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE FOLLOWING.
1.1. XO AND XX, 2-TRACK SERIES 9700 SLIDING GLASS DOOR - XX AND XO 2-TRACK SYSTEM (SHOWN)
1.1.1. ELEVATION SHOWN THIS SHEET. EXTERIOR ELEVATION
1.1.2. SECTION VIEWS ON SHEETS 5 AND 8.
2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SECTION VIEW ON
SHEET 8 ARE ALLOWED.
3. MAXIMUM FRAME AND PANEL SIZES
3.1. 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 (0) PANEL AT RIGHT
JAMB IN EXTERIOR TRACK.
4.1. ACCEPTABLE TO ORIENT PANELS AS OX WITH FIXED PANEL AT LEFT
JAMB IN INTERIOR TRACK.
4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN EXTERIOR OR INTERIOR
TRACK.
PERFORMANCE RATING
CONFIGURATION
GLAZING
DESIGN
(SEE GENERAL
TRACKS
NOTES
DETAIL (SEE
PRESSURE
IMPACT RATING
NOTE 11)
SHEET2)
(PSF)
XO
SHEET 3, GENERAL
XX
2
NOTES 1.3, 2 & 3
A
+/ 65
LARGE MISSILE
MISSILE
(SMALL
XO
SHEET 3, GENERAL
ENVELOPED)
XX
2
NOTES 1.3, 2 & 3
B
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Florida P.E. No. 49752
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Digitally signed
by Robert
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Date: 2021.07.13
08:34:20-04'00'
EXTERIOR
FINISH BY
OTHERS
i
PERIMETER
SEALANT BY
OTHERS
LAMI-IGU GLAZING
DETAIL A SHOWN
(TYP). SEE SHEET
9.
EXTERIOR
STRUCTURAL
ADHESIVE. SEE
INSTALLATION
NOTE 2.2 ON
SHEET 4,
GENERAL NOTE 9
ON SHEET 1 AND
INSTALLATION
NOTE 6.1 ON
SHEET 1 FOR
REQUIREMENTS. }
EXTERIOR J
FINISH BY
OTHERS
A SERIES 9700 SLIDING GLASS DOOR
APPLICABLE TO 2-TRAC
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE
SHEET 2 FOR
REQUIREMENTS.
NOTE 1
BELOW.
SEE
NOTE1
BELOW.
INSTALLATION ANCHORS. FLAT HEAD
WOOD SCREW SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2 FOR
ADDITIONAL REQUIREMENTS AND HEX
HEAD SCREW INSTALLATION.
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
1 /4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
FINISH BY
OTHERS
PERIMETER
SEALANT BY
OTHERS
3-TRACK AND 4-TRACK DOOR CONFIGURATIONS.
VERTICAL CROSS SECTIONS
LAMI-IGU GLAZING
DETAIL A SHOWN
(TYP). SEE SHEET
9.
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
EXTERIOR
STRUCTURAL
ADHESIVE. SEE
INSTALLATION
NOTE 2.2 ON
SHEET 4,
GENERAL NOTE 9
ON SHEET 1 AND
INSTALLATION
NOTE 6.1 ON
SHEET 1 FOR
REQUIREMENTS.
PERIMETER
SEALANT BY
OTHERS
STRUCTURAL ADHESIVE UNDER
SILL. SEE INSTALLATION NOTE 2.2
ON SHEET 4, GENERAL NOTE 9
ON SHEET 1 AND INSTALLATION
NOTE 6.1 ON SHEET 1 FOR
REQUIREMENTS.
EXTERIOR
FINISH BY
OTHERS
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
INSTALLATION ANCHORS. FLAT HEAD WOOD
SCREW SHOWN. SEE ANCHOR SCHEDULE
ON SHEET 2 FOR ADDITIONAL
REQUIREMENTS AND HEX HEAD SCREW
INSTALLATION.
EXTERIOR
FINISH BY
OTHERS
i
1 /4" MAX.
SHIM SPACE
PERIMETER
SEALANT BY
OTHERS
LAMI-IGU GLAZING
DETAIL A SHOWN
(TYP). SEE SHEET
9.
INTERIOR
SEAL EXPOSED
TOP OF FLAT
HEAD SCREWS
AT ALL SILL
ANCHORS WITH
SILICONE
SEALANT
- PERIMETER
SEALANT BY
OTHERS
INSTALLATION ANCHORS. FLAT
HEAD WOOD SCREW SHOWN. SEE
ANCHOR SCHEDULE ON SHEET 2
FOR ADDITIONAL REQUIREMENTS
AND HEX HEAD SCREW
INSTALLATION.
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F�-FRAME WIDTH 5.90" FRAME WIDTH 8.28"
Note 1: Panel fixed by #8FH x 1.25", 3"
from each corner and then 8" on center.
ONLY REQUIRED WHEN XO OR OX
CONFIGURATION WITH FIXED PANEL IS USED.
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
EXTERIOR
EXTERIOR J
FINISH BY
OTHERS
NOTE 1
BELOW,
SEE
NOTE 1
BELOW.
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
FRAME WIDTH FOR 2-TRACK, 3-TRACK AND 4-TRACK
SILL SHOWN. APPLICABLE TO HEAD AND JAMBS
INSTALLATION ANCHORS. FLAT HEAD WOOD
SCREW SHOWN. SEE ANCHOR SCHEDULE
ON SHEET 2 FOR ADDITIONAL
REQUIREMENTS AND HEX HEAD SCREW
INSTALLATION.
INSTALLATION ANCHORS. FLAT HEAD
WOOD SCREW SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2 FOR
ADDITIONAL REQUIREMENTS AND HEX
HEAD SCREW INSTALLATION.
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
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Date: 2021.07.13
08:34:30-04'00'
3"
D I STAI`
3" EDG
DISTANCE (
11"
SPACING
DIS
3" EDGE
DISTANCE
(TYP)
SERIES 9700 SLIDING GLASS DOOR - XX
AND XO 2-TRACK SYSTEM (SHOWN)
OPTIONAL SILL INSTALLATION CLIP
11 " MAX. O.C.
SPACING (TYP)
I I
1.4" FILLET BEAD
SILICONE SEALANT,
INTERIOR AND
EXTERIOR AND
BOTTOM OF SILL. SEE
INSTALLATION NOTE
2.2 ON SHEET 4
EXTERIOR ELEVATION
— 99.85" MAX. FRAME
OPTIONAL INSTALLATION CLIP
3" EDGE
— DISTANCE
(TYP)
A SERIES 9700 SLIDING GLASS DOOR
APPLICABLE TO 2-TRACK WITH
OPTIONAL SILL INSTALLATION CLIP
EXTERIOR
FINISH BY
OTHERS
I
SUBSTRATE VARIES.
SEE ANCHOR
SCHEDULE ON SHEET
2 FOR REQUIREMENTS.
35.5" MAX.
AME HEIGHT
-10
11 " MAX. O.C. l
SPACING (TYP)
PERIMETER
SEALANT BY
OTHERS
LAMI—IGU GLAZING
DETAIL A SHOWN
(TYP). SEE SHEET 9.
EXTERIOR
3" EDGE
DISTANCE
(TYP)
WIDTH Now STRUCTURAL ADHESIVE.
SEE INSTALLATION NOTE
2.2 ON SHEET 4,
SEE SHEET 4, NOTE 2.2.3. GENERAL NOTE 9 ON
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"
SHEET 1 AND
INSTALLATION NOTE 6.1
ON SHEET 1 FOR
REQUIREMENTS.
EXTERIOR
FINISH
BY
OTHERS
VERTICAL CROSS SECTIONS
INSTALLATION ANCHORS. FLAT HEAD WOOD
SCREW SHOWN. SEE ANCHOR SCHEDULE ON
SHEET 2 FOR ADDITIONAL REQUIREMENTS
AND HEX HEAD SCREW INSTALLATION.
1 /4"
MAX.
SHIM
SPACE
NOTE 1
BELOW.
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J�
J� ADHESIVE. SEE
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0 c 0
0 2.2 ON SHEET 4,
GENERAL NOTE 9
ON SHEET 1 AND
INSTALLATION NOTE
6.1 ON SHEET 1
FOR
REQUIREMENTS.
INSTALLATION
CLIP. SEE
SHEET 4,
NOTE 2.2.3.
0 INSTALLATION
SEE
ANCHORS. PAN
NOTE 1
BELLOW.OW. r JD
HEAD WOOD SCREW
SHOWN. SEE
ANCHOR SCHEDULE
ON SHEET 2 FOR
ADDITIONAL
REQUIREMENTS AND
HEX HEAD SCREW
INSTALLATION.
SUBSTRATE
STRUCTURAL ADHESIVE UNDER
VARIES. SEE
SILL. SEE INSTALLATION NOTE
ANCHOR
2.2 ON SHEET 4, GENERAL
_
SCHEDULE ON
NOTE 9 ON SHEET 1 AND
SHEET 2 FOR
INSTALLATION NOTE 6.1 ON
REQUIREMENTS.
SHEET 1 FOR REQUIREMENTS.
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Florida P.E. No. 49752
No 49752 :O
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Digitally signed
by Robert J
Amoruso
Date: 2021.07.13
08:34:42-04'00'
SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 4-TRACK XXXX & XXXO DOOR CONFIGURATION
BYiOTHERSIINI�n \IV--/ HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS
PERIMETER
SEALANT BY
OTHERS �S—I
PERIMETER
SEALANT BY
OTHERS
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
INSTALLATION ANCHORS.
FLAT HEAD WOOD SCREW
SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2 FOR
ADDITIONAL REQUIREMENTS
AND HEX HEAD SCREW
INSTALLATION.
1 /4" MAX.
SHIM SPACE
NOTE 2
LAMI—IGU GLAZING BELOW.
DETAIL A SHOWN
(TYP). SEE SHEET Q
9. inn
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EXTERIOR SEE
NOTE 2
BELOW. ❑ ❑���
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INTERIOR
Note 1: Panel fixed by #8FH x
corner and then 8" on center.
XXXO OR OXXX CONFIGURATION
Note 2: Interlock fixed by #8FH
corner and then 14" on center.
SEE
NOTE 2
BELOW.
SEE
NOTE 1
BELOW.
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
INSTALLATION ANCHORS. FLAT
HEAD WOOD SCREW SHOWN.
SEE ANCHOR SCHEDULE ON
SHEET 2 FOR ADDITIONAL
REQUIREMENTS AND HEX HEAD
SCREW INSTALLATION.
1 /4" MAX.
1.25", 3" from each SHIM SPACE
ONLY REQUIRED WHEN
WITH FIXED PANEL IS USED.
x 1.5", 3" from each
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Florida P.E. No. 49752
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No 49752 :O
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Digitally signed by
Robert J Amoruso
Date: 2021.07.13
08:34:59-04'00'
N N
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SHIM SPACE N o o .
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Note 2: Interlock fixed by #8FH x 1.5", 3" from each
corner and then 14" on center. Robert J. Amoruso, P.E.
Florida P.E. No. 49752
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10
No 49752 • :O
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Digitally signed
by Robert J
Amoruso
Date: 2021.07.13
08:35:09-04'00'
SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
INSTALLATION ANCHORS.
FLAT HEAD WOOD SCREW
SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2
FOR ADDITIONAL
REQUIREMENTS AND HEX
HEAD SCREW
I N STALLATI 0 N .
HORIZONTAL CROSS SECTIONS
FXTFRinR FINISH RY nTHFRC
Note 1: Panel fixed by #8FH x
corner and then 8" on center.
XO OR OX CONFIGURATION WITH
Note 2: Interlock fixed by #8FH
corner and then 14" on center.
EXTERIOR FINISH BY OTHERS
IIVJ IPILL/'iIIV IV lilVll IVI\J. I Llil I IL/'1V
WOOD SCREW SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2 FOR
ADDITIONAL REQUIREMENTS AND HEX
HEAD SCREW INSTALLATION.
1.25", 3" from each
ONLY REQUIRED WHEN
FIXED PANEL IS USED.
x 1 .5' , 3" from each
1 /4" MAX.
SHIM SPACE
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Florida P.E. No. 49752
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Digitally signed
by Robert J
Amoruso
Date: 2021.07.13
08:35:19-04'00'
3/16"
TEMPERED
GLASS
SNAP —IN
RIGID
VINYL
GLAZING
BEAD
EXTERIOR
1.011
NOMINAL
LAMI IGU LAMINATED LITE: 3/16"
HEAT TREATED GLASS x
0.075 VANCEVA
INTERLAYER BY
EASTMAN CHEMICAL x
3/16" HEAT TREATED
GLASS
a Ln �j1—)
0.375" SPACER
DURASEAL AIR SPACER (QUANEX)
NEOPRENE SETTING
BLOCKS WITH 70 TO
90 SHORE A
DUROMETER
HARDNESS
INTERIOR
GLAZING DETAIL A
LAMINATED IGU
INTERIOR GLAZED WITH DOW 995 BACK -BEDDING
3/16"
TEMPERED
GLASS
SNAP —IN
RIGID
VINYL
GLAZING
BEAD
EXTERIOR
1.011
NOMINAL
LAMI IGU LAMINATED LITE: 3/16"
ANNEALED GLASS x
0.090 SAFLEX PVB
INTERLAYER BY
EASTMAN CHEMICAL x
3/16" ANNEALED
GLASS
oLn nJ=
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DURASEAL AIR SPACER (QUANEX)
NEOPRENE SETTING
BLOCKS WITH 70 TO
90 SHORE A
DUROMETER
HARDNESS
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LAMINATED IGU
INTERIOR GLAZED WITH DOW 995 BACK -BEDDING
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Florida P.E. No. 49752
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No 49752 :O
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Digitally signed
by Robert J
Amoruso
Date: 2021.07.13
08:35:32-04'00'
Part
Color
QTY
Description/Part No.
Vendor
Vendor Part No.
Vinyl
MainFrameCw
CW
4
Main Frame, Cream White
Vision
3800
MainFrameALM
ALM
4
Main Frame, Almond
Vision
3800
MainFrameSS
SS
4
Main Frame, Sand Stone
Vision
3800
PaneICW
CW
16
Main Sash, Cream white
Vision
1219
PaneIALM
ALM
16
Main Sash, Almond
Vision
1219
PaneISS
SS
16
Main Sash, Sand Stone
Vision
1219
InterLockCW
CW
6
Interlock
Vision
1221
InterlockALM
ALM
6
Interlock
Vision
1221
InterlockSS
SS
6
Interlock
Vision
1221
TrackcoverCW
CW
6
Track Cover
Vision
1500
TrackcoverALM
ALM
6
Track Cover
Vision
1500
TrackcoverSS
SS
6
Track Cover
Vision
1500
GlazBCW
CW
16
Glazing Bead, Cream White
Vision
2364
GlazBALM
ALM
16
Glazing Bead, Almond
Vision
2364
GlazBSS
SS
16
Glazing Bead, Sand Stone
Vision
2364
ScrenTrack
1
Screen Track Alum
Tifton
T-12309
DoorTrack
3
Door Operable Track Alum
Tifton
T-61704
FixPanelRiser
1
Fix Panel Riser Alum
Tifton
T-61705
ThresholdCover
3
Threshold Cover alum
Tifton
T-61706
SillRiser
1
Sill Riser 1.87
Tifton
T-10269
Reinforcements
PanelReinf
16
Panel Reinforcement
Tifton
T-51344
CornerReinf
16
Panel Corner Reinforcement
Tifton
T-51344
Head Block
2
Head Block (Operable panel 2 & 3 at meeting rail)
Tifton
T-10267
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08:35:42-04'00'
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Description/Part No.
Ivendorlvendor
Part No.
Hardware
Handleinside
1
Inside Handle
CD-600
Handleoutside
1
Outside Handle
CD-571
Mortislock
1
Mortis Lock, 2 Pt
M002457/M002459
Keeper
1
Keeper
M00557/M00559
KeeperShim
1
Keeper Shim, .250
Roller
2
SGD Roller
Custom
TA 88-PRSSN-166-MR
SGDBumper
1
SGD Bumper Shim
Frame Gasket
2
4 Trk Frame Gasket
Screws
Roller Screws
2
#8Fh x 1 per roller
Keeper Screw
2
#10Ph x 1
Mortis
#8Fh x 1
Astragal Screw
8
#10Hex x 3 Drill Pt, 3" from end & 14" on center
Interlocks
8
#8Ph x 1 1/2 Drill pt screw, 3" from end & 14" on center
Fix Panel
8
#8Ph x 1 1/2 Drill pt screw, 3" from end & 14" on center
Fix Panel Bracket
6
#8Ph x 3/4 Drill pt, 2 sill, 4 sides
Head Block Screw
2
#8Ph x 1 1/2 Drill Pt Per block
Wstp
Frame Wstp
8
0.270bk x 0.290ht , 4 rows, Head, sill and Jamb
Interlock Wstp
2
0.270bk x 370ht, 2 rows per interlock
Screen
Screen Frame
4
9700 SGD Screen Frame
Shapes
Corner Key
4
Screen Corner key
Vision
10310
Screen Handle Internal
Blk
1
Screen Handle Internal
Vision
1449-02
Screen Handle External
Blk
1
iScreen Handle External
Vision
1449-01
Screen Handle Lock
1
Screen Handle lock
Vision
1449-04
Screen Lock button
Bk
1
Screen Handle Lock button
Vision
1449-03
Screen Keeper
1
Screen keeper
Vision
52401-1
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Digitally signed
by Robert J
Amoruso
Date: 2021.07.13
08:35:53-04'00'