HomeMy WebLinkAboutAPPROVED 30505.3BC[S Home Log In € User Registration Hot Topics Submit Surcharge [ Stets &Facts Publications Contact Us BCIS Site Map Links Search
ba
Product Approval pr
USER: Public User
y Product Approval Menu > Product or Application Search > Application List
Search Criteria
Refine Search
Code Version
2020
FL#
30505.3
Application Type
ALL
Product Manufacturer
ALL
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
Quality Assurance Entity
ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name
ALL
Product Description
ALL
Approved for use in HVHZ
ALL
Approved for use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
ALL
Search Results - Annlications
FL#
Manufacturer
ddBy
Status j
FL30505-
Revision Shwinco Architectural Products, LLC
i FL'#: FL30505.3
National Accreditation &
Management Institute
Approved
* I
R1
History.
Model. Series 9700 Vinyl Sliding Glass Door
(804) 684-5124
i Description: Series 9700 Vinyl Sliding Glass Door (4-Track,
3 OXXX, XXXO), DP = 65 psf
t
Category: Exterior Doors
j
3
Subcategory: Sliding Exterior Door Assemblies
-Approvea by UOPK. Approvals by LAWK snail be reviewed and ratineci by the Vol- and/or the Lommission it necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/FED employer. CCQp rrioht 2007-2013 State or Florida.:: Prlvacy_Statement :: Accessibility Statement :: Refund Statement
Under Florida law, amalt addresses are public records. If you do not want your e-mail address released In response to a public -records requestr do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, ptease contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
Credit Gerd
safe
SC[5 Home Log In 1, User Registration Hot Topics j Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map ,, Links Search
Product Approval
} USER! Public User
Product Approval -Menu > Product or Application Search > Application Lst > Application Detail
WIN! - M- FL # FL30505-Rl
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the PQC and/or the Commission if necessary,
Comments
Archived
Product Manufacturer Shwinco Architectural Products, LLC
Address/Phone/Email 171 let Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative .Josh Lowe
Address/Phone/Email 171 let Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(334) 5S6-1000
engineering@shwinco.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard
year
AAMA/WDMA/CSA 101/I.S.2/A440
2011
AAMA/WDMA/CSA 101/I.&2/A440
2017
ASTM E1886-2013a
13a
ASTM E1996-2014a
14a
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certlfied By Florida Licensed Professional Engineer or Architect
FL30505 R1 Equiv EERNo2612 Revl 9700 SGD ss.pAf
Product Approval Method Method 1 Option A
Date Submitted 09/27/2020
Date Validated 09/29/2020
Date Pending FBC Approval
Date Approved 10/07/2020
Summary of Products
r- 7
FL # Model, Number or Name
Description
131 05L1S.1 E Series 9700 Vinyl Sliding
Series 9700 Vinyl Sliding Glass Door (4-Track, OXXX-A-XXXO), DP = 50 psf
i Glass Door
jj----
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL30505 R1 C CAC NIO14461 OXXX-A-XXXO.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/31/2023
Design Pressure: +50/-50
Installation Instructions
other: Envelopes OXX-A-XXO (3-Track), OX-
FL30505 R1 II SHWO003 RevA Series 9700 SGD OXXXAXXXO HVHZ ss.pdf
Verified By: Robert 3. Amorusa, P.E. FL P.E. No. 49752
A-XO (2 Track), OX-A-O (2-Track), O-A-XO (2-
Track)
Created by Independent Third Party: Yes
Evaluation Reports
FL30505 R1 AE PERNo2612 Rev1 9700 SGD ss.pdf
1 Created by Independent Third Party: Yes
1—
I
30505.2
Series 9700 Vinyl Sliding
Series 9700 Vinyl Sliding Glass Door (4 Track, OXXX, XXXO)r DP = 50 psf
Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL30SOS RI C CAC NI014461.01 OXXXX-PVB.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/31/2023
Design Pressure: +50/-50
Installation Instructions
Other: Envelopes OXXX & XXXO (4-Track),
FL30505 R1 11 SHWO004 RevA Series 9700 SGD OXXX HVHZ ss.pdf
Verified By: Robert J. Amoruso, P.E. FL P.E. No. 49752
OXX & XXO (3 Track) and OX & XO (2-Track).
Laminated glass using 0.090 Saflex PVB By
Created by Independent Third Party: Yes
Eastman Chemical.
Evaluation Reports
1-30 R1 AE PERNo2612 Rev1 9700 F2QD .pdf
Created by Independent Third Party: Yes
30505.3 Series 9700 Vinyl Sliding
Series 9700 Vinyl Sliding Glass Door (4-Track, OXXX, XXXO), DP = 65 psf
Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
1 FL30505 R1 C CAC NI014461.02 OXXX-Van.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/31/2023
Design Pressure: +65/-65
Installation Instructions
I Other: Envelopes OXXX & XXXO (4 Track),
FL30505 RI II SHW0004 RevA Series 9700 SGD OXXX HVHZ ss.pdf
Verified By: Robert 3, Amorusa, P.E. FL P.E. No. 49752
OXX & XXO (3-Track) and OX & XO (2-Track).
Laminated glass using 0.075 Vanceva By
Created by Independent Third Party: Yes
Eastman Chemical.
Evaluation Reports
FL30505 R1 AE PERNo2612 Rev1 9700 SGD ss.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Co right 2007-2013 State of Florida.:: Privacy Statement :: AccessjbilibyStatement :: ReFund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
feu- � ® FogIM
Credit Card
,Safe
SHWINCO 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, ANDIOR 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.
S. INSTALLATION DETAILS
5A1 SEE SHEETS 3 AND 4 FOR ELEVATION DETAILS.
5.2. SEE SHEET$ 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. 14' 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 1 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.
T5, SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2.
B. MAXIMUM ALLOWABLE SHIM THICKNESS IS 114 INCH. SHIM WHERE SPACE OF
1116 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:
mmun'
1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE DESIGN PRESSURES) STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF
O
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).
a
4
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 TAB 201-94, TAS 202-94 AND TAB 203-94.
212, PERFORMANCE STANDARDS USED IN TESTNG FOR NON-HVHZ LOCATIONS WERE AAMAIWDNWCSA 10111.52fA440-11, ASTM E1886-13a, AND ASTM E1996.14a.
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 1 MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM
w
z
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL
r
ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION.
ti o
j
j U
4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND
x
INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF
O
RECORD FOR THE PROJECT OF INSTALLATION.
x
Or
0 4 m
ad
v F
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
oc
}'
MISSILE IMPACT ENVELOPED) IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION
a
w
REQUIREMENTS EXIST, THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION.
< J
a
> > 4
Z
6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED
b w z
z
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
F i
—w�-
0
7. MATERIALS
w O
z g
7.1. FRAME MATERIAL: EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE.
¢ N O
o h
7.2. LAMINATED GLAZING INTERLAYER: EASTMAN CHEMICAL CO. SAFLEX PVB AND VANCEVA APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE.
O
z
7.3. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-098 AND EXCEEDS THE DESIGN PRESSURES ON SHEETS 3 AND 4,
Z
w w'
w
B. DESIGNATION "X" STANDS FOR OPERABLE PANEL AND "0" STANDS FOR FIXED PANEL
H
w z
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
w
THE INSTALLER.
w-
9.1. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH THE FBC RESIDENTIAL AND BUILDING AND WITH FMAIAAMNWOMA
O'
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.
TABI,E 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 & XD DOOR ELEVATION - ANCHOR LAYOUT
5
2, 3 AND 4-TRACK VERTICAL SECTIONS
6
4-TRACK XXXX & XXXO HORIZONTAL CROSS SECTIONS
7
3-TRACK XXX & XXO HORIZONTAL CROSS SECTIONS
S
2-TRACK XX & XO HORIZONTAL CROSS SECTIONS
9
GLAZING DETAILS
10 & 11
BILL OR MATERIALS
Robert J. Amowso. P.E.
Rurida P.E. No. 40752
,yti r JlnkS Afr'ri
Digitally signed by
Robert:d Amoruso ;..
Date: 2020.09.25
09:01:10-04'00'
INSTALLATION ANCHOR SCHEDULE
FASTENER HEAD
MANUFACI'IJRER AN DIOR
MIN,
MIN -EDGE
ANCHOR CAPACITIES BASED
TYPE(5)
FASTENER SIZE
SUBSTRATE(4)
FRAME COMPONENT
SPECIFICATION
EMBEOMENT(IN)
DISTANCE{IN)
ON
CONCRETE
HEAD, SILLAND JAMBS
ITW TAPCONS(1)
1-1/2
1-1/8
MIN. 2500 PSI CONCRETE
HEX HEAD
3/16"
STRENGTH CONFORMANCE TO
MASONRY
IAMBS ONLY
ITW TAPCONS(1)
1
2
ASi'M C-90, MEDIUM WEIGHT,
(BMASONRY
DENSITY -117 PCF
AN51BIS'6.1(WOOD SCREW)(Z)
WOOD WITH A MI NI MUM
FLATHEAD
No. 10
WOOD
HEAD, SkLL AND JAMBS
ASME 818.6.4 {TAPPI NG SCREW J (3)
11
314
SPECI FICGRAVIN OF 0.42
NOTES:
lj WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE.
2) FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE; IF $PUTTING IS ACONCERN, OR] LL 0.112" PILOT HOLE SDRI LL SIZE 34).
31FORTAPPI NG SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPLITTING {5 ACONCERN, DRI LL 0.121" PILOT HOLE (DRI LL SIZE 31).
41 FOR CONCRETE/CMU SUBSTRATES, IX WOOD RUCK IS OPTIONAL
S SEE "W000 ANDCONCRETE SCREW FRAME ANCHORAGE REQUIREMENTS" ILLUSTRATION BELOW FOR HEX HEAD CONCRETE AND FLAT HEAD WOOD SCREW INSTALLATION IN VINYL EXTRUSION.
MIN.
EDGE
DISTANCE
R
SUBSTRATE VARIES. SEE ANCHOR SCHEDO
ON SHEET 2 FOR REQUIREMENTS.
FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE
TRROUGH-PRAME INSTALLATION
APPLICABLE TO READ, SILL (SHOWN) AND JAMBS (SHOWN)
A & B i- NOTE A & B
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 HDLE WITH SEALANT
4) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN
5) COVER SCREW MEAD WITH SEALANT
NOTE B, HEAD 4: JAMB (NOT SHOWN) -CONCRETE OR MASONRY SUBSTRATE
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL Bff)
2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN
C & D
C & D
SUBSTRATE
SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS
APPLICABLE TO HEAD, S€LL AND JAMBS.
NOTE C, SILL (SHOWN) -WOOD SUBSTRATE
1) PREDRILL 3/16 HOLE
2) SURFACE SHOULD BE CLEAN AND OIL FREE
3) FILL PREDRILL HOLE WITH SEALANT
4) INSTALL FLAT HEAD SCREEN EVEN WETH VINYL WALL, AS SHOWN
5) COVER SCREW HEAD WITH SEALANT
NOTE D, HEAD & JAMB (NOT SHOWN) -WOOD SUBSTRATE
1) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL. AS SHOWN,
WOOD AND CONCRETE SCREW
FRAME ANCHORAGE REQUIREMENTS
(NOTE S FRO141 ANCHOR SCHEDULE TABLE ABOVE)
111ROUOL6FRAME INSTALLATION
APPLICABLETO HEAD, SILL (SHOWN) AND JAMBS
CI'
O
O
N
�
u
a
SW
Robert J. Amwu P.E.
R. id. P.E. No. 48752 '.
Digitally
signed by
Robert J
Amoruso
f% Ile p�4
Date:
09:01:23
-04'00'
INSTALLATION NOTES:
I. 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" D.C. REGARDLESS OF STATED TOLERANCES.
2. ANCHOR QUANTITY AND SPACING
2.1. HEAD AND SILL
2.1.1. ANCHORS ARE QUANTITY EIGHTEEN (19) 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. JAMBS
2.2.1. ANCHORS ARE QUANTITY TEN (10) WITH
MAXIMUM I I" 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 81.99"
GENERAL NOTES:
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE
3" EDGE
DISTANCE
(T'P)
I E
3"
EDGE
DISTANCE
(TYP.)
B`
6
�i"
00
11"
O.C.
SPACING 0.
(TYP.)
192.25" MAX. FRAME WIDTH
11 " MAX.
—r D.C. SPACING 3" EDGE DISTANCE (TYP) —
(T'P)
11" MAX.
A D.C. SPACING
5 (TYP )
X
\x
FOLLOWING. I "r— AAA1.1, XXXO AND XXXX, 4-TRACK 3"SILL ANCHORAGE SAME AS HEADER
1.1.1. ELEVATION SHOWN THIS SHEET. EDCE
1.1.2. SECTION VIEWS ON SHEETS 5 AND 5. DISTANCE
1.2. XXO AND XXX, 3-TRACK * SECTION BIB, 4-'TRACK 4-PANEL SECTION (ELEVATION SHOWN)
1.2.1. ELEVATION SIMILAR TO 4-TRACK. (NP') SECTION BI9, 3-TRACK 3-PANEL SECTION
L2.2. SECTION VIEWS ON SHEETS 5 AND 7.
2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL
SECTION VIEWS ON SHEETS 6 AND 7 ARE ALLOWED.
3. MAXIMUM FRAME AND PANEL SIZES
3A. MAXIMUM FRAME SIZE IS 192.25" X 95.5"
3.2. MAXIMUM PANEL SIZE IS 51.55" X 92.75"
33. MAXIMUM PANEL DAYLIGHT OPENING (DLO) IS 40.625"
X 81.875"
4. 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 IAMB IN INTERIOR
TRACK.
4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN
EXTERIOR OR INTERIOR TRACK.
a
0
c5
N
�r
U
w
EL
EL
i I I-pI2I
0 L o
00 ,
95.5" 0 Q �
om M Z rn0 w
MAX. as v w q 'Z ¢
FRAME cacu�0w m�
>n i
HEIGHT z a N
r^=�0 vat
u a7o
ON a 7
N � �
s , c
Ilk
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
IMPACTRATING
NOTE 11)
SHEET 2)
(PSP)
XXXO
4
SHEET3,GENERAL
A
+f-65
XXXX
NOTES 1.1, 2 8 3
XXXO
4
SHEET 3, GENERAL
6
*f-Sa
LARGE MISSILE
(SMALL MISSILE
XXXX
NOTES 1.1, 2 & 3
ENvELOPEO)PEn)
XXO
3
SHEET3, GENERAL
A
+l-65
XXX
NOTES 1.2, 2 B 3
XXO
S
SHEET3,GENERAL
B
rl-5!1
XXX
NOTES 1.2.2 B 3
R.U,rt 1 Artw -, P.E.
R3 nda P.E.
No.49752
Digitally
signed by
Robert J
Amoruso
..,� , ....
2020.09:25
09:01:33
-04'00'
INSTALLATION NOTES:
1. ANCHOR SPACING LOCATION TOLERANCES
I.I. ON CENTER (O.C.) SPACING ANCHOR LOCATION TOLERANCE IS
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,I.L ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM IV 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.
2.3, IAMBS
2.3.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM 1 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:
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE
FOLLOWING.
1.1. XO AND XX, 2-TRACK
I.I.I. ELEVATION SHOWN THIS SHEET.
1.1 2. SECTION VIEWS ON SHEETS 5 AND S.
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 .IAMB IN INTERIOR TRACK.
4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN
EXTERIOR OR INTERIOR TRACK.
Max. Frame Size: 99.85" x 95.5"
Max. Panel Size: 51.5" x 92.75"
Max. Daylight Opening Size: 40.63" x 91.88"
11" MAX. 0.C-
SPACING (TYP) I EDGE
3" EDGE � DISTANCE
DISTANCE A (TYP)
(TYP) 5
3"
EDGE
DISTANCE
(TYP.)
B
8
10
1T"
O.C.
SPACING
(TYP.)
95.5"
MAX.
FRAME
HEIGHT
3" 1,4" FLEET BEAD SILICONE
EDGE SEALANT, INTERIOR AND EXTERIOR
DISTANCE AND BOTTOM OF SILL. SEE
(Typ) INSTALLATION NOTE 2.2.
99.85" MAX. FRAME WIDTH
SERIES 9700 SLIDING GLASS DOOR - XX AND XO 2-TRACK SYSTEM (SHOWN)
EXTERIOR ELEVATION
PERFORMANCE RAT€NG
CONFIGURATION
GLAZING
DESIGN
(SEE GENERAL
TRACKS
NOTES
DETAIL (SEE
PRESSURE
IMPACT RATING
NOTE 11)
SHEET2)
(PSF)
XO
2
SHEET3,GENERAL
A
+l &5
XX
NOTES 1,3, 2 & 3
XO
SHEET3,GENERAL
XX
rI
2
I
NOTES 1.3. 2& 3
B
N-50
Rnhert J. Amwusa, P.E.
Floritlo P.E. No. 49752
Digitally
signed by
Robert
Amoruso
lS�) ✓
f
Date:
2020 09:25
09:01:43
-04'00'
EXTERIOR
FINISH
By
OTHERS
PERIMETER
SEALANT By
OTHERS
A SERIES 9700 SLIDING GLASS DOOR
APPLICABLE TO 2-TRACK, 3-TRACK AND 4-TRACK DOOR CONFIGURATIONS.
S VERTICAL CROSS SECTIONS
INSTALLATION ANCHORS, FLAT HEM
SUBSTRATE VARIES. SEE WOOD SCREW SHOWN. SEE ANCHOR EXTERIOR SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. FLAT HEAD WOOD My"'OR SUBSTR
ANCHOR SCHEDULE ON SCNEDVLE ON SHEET 2 FOR FINISH Bi ANCHOR SCHEDULE ON //� SCREW SHOWN. SEE ANCHOR SCHEDULE FINISH 8Y ANCHI
SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX OTHERS rSNEEF 2 FOR / ON SHEET 2 FOR ADDITIONAL OTHERS rSHEET
REOUIREMET}75. MFAO SCREW INSTALUTION. I REOUIREMENTE. REQUIREMENTS AND HEX HEAD SCREW _. _ J RERUIRI
LAMI—IGU GLAZING
DETAIL A SHOWN
CIYP). SEE SHEET
9.
EXTERIOR
STRUCTURAL -\
ADHESIVE. SEE
,MTALIATTON
NOTE 2.2 ON
SHEET S,
GENERAL NOTE 9
ON SHEET 1 AND
INSTALLATION
NOTE E.1 ON
SHEET 1 FOR
REQUIREMENTS.
EXTERIOR
FINISH BY
aTiHERS
MAX.
SPACE
SEALANT Dry
OTHERS
NM]—IGU GLAZING—\
DETAIL A SHOWN
(TYP). SEE SHEET
9.
INTERIOR EXTERIOR
SHEET 4.
GENERAL NOTE 9
ON SHEET 1 AND
INSTALLATION
NOTE 5.1 ON
SHEET 1 FOR
REQUIREMENTS.
PERIMETER soc
SEA. BY
OTHERS
1 4' LLAX.
S IM SPFOE
P
PERIMETER
SEALANT BY
OTHERS
LAIAI—IGU GLAZING—\
DETAIL A SHOWN
C"). SEC SHEET
9.
INTERIOR EXTERIOR
SEAL EXPOSED
TOP OF FLAT
HEAD SCREWS
AT ALL SILL
ANCHORS WITS!
SILCONE
SEALANT
Note 1: Panel fixed by #BFH x 1.25", 3"
from each corner and then H" on center
ONLY REQUIRED WHEN XO OR OX
CONFIGURATION WITH FIXED PANEL IS USED.
ES. SEE INSTALLATION ANCHORS. FLAT HEAD WOOD
ULE ON SCREW SHOWN. SEE ANCHOR SCHFOULE
ON SHEET 2 FOR ADDITIONAL
REQUIREMENTS AND HEXHEAD SCREW
INSIAL100N.
SUBSTRATE VARIES. SEE STRUCTURAL ADHESVE UNDER
SN SEE INSTALLATION4,GENNOTE 2.2
Iiriii:'rl 6i1:':%$1
ANCHOR SUBSTRATE VARIES. SEE HEAD WOOD ANCHORS. FIAT SUBSTRATE VARIES. SEE IN5I'A11AT10N ANCHORS. FLAT HEAD
R SCR u ON SCREW SHOWN. TEE J ANCHOR SCHEDULE ON
ANCHOR SCHEDULE ON
SHEET 2 FOR ON SHEET GENERAL NOTE 9
EXTERIOR SHEET 2 FOR ANCHOR SCHEDULE ON SHEET 2 EXTERIOR
SHEET ANC R SC
W060 SCREW SHOWN. SEE ANCHOR
SHEET 2 FOR
I
REOUIREMENTS. ON SHEET 1 AND INSTALLATION
NOTE fi.t ON SHEET 1 FOR
FINISH BY REQUIREMENTS. FOR An0€TIONAL REgUREMENTS FINISH B`I
OTHERS OTHERS
REQUIREMENTS. SCHEDULE ON SHEET 2 FOR
MOriIONAL REQUIREMENTS AND HEX
REQUIREMENTS.
AND HIX HEAD SCREW
NSTALLATON.
HEAD SCREW INSTALWTION.
�s
I
I
I+ FRAME WIDTH 5.9L"
F'.�FRAME WiD7H D.26"
FTlANE WIDTH Ines"
FRAME WIDTH FOR 2-TRACK, 3-TRACK AND 4-TRACK
SILL SHOWN. APPLICABLE TO HEAD AND JAMBS
z
z a
C, z
SEAL EXPOSE
TOP OF FLAT
HEAD SCREWS
AT ALL SILL
ANCHORS WITH
SILICONE
SEALANT
PERIMETER
SEALANT BY
r OTHERS
RobertJ.P—rw D,P_R_
R.de P.E.
NI 467E2
Digitally
signed by
Robert J
srv� tcc r<s� °ma`
=` ^- M
Arnoruso
Date:
09:01:53
-04' 00'
SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 4—TRACK XXXX & XXXO DOOR CONFIGURATION
4
�
�
(
BY o HERSHORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS
1` PERIMETER PERIMETER
SEALANT BY SEALANT 6Y
a OTHERS OTHERS
U
u LL
0
oa
IAMI—ICU GLAZING ee�w' o ocean.
DEDMI. A SHOWN
SEE SHEET 0 LI
8• I —Inn ..ram.-.=r.--� rs,r:i!c� r� ��
--
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
INSFALLATION ANCHORS.
FLAT HEAD WOOD SCREW
SHOWN, SEE ANCHOR
SCHEDULE ON SHEET 2 FOR
EXTERIOR
➢4
E
aFiow o
➢� "� ➢ SEE
`E= aE
oe�ow�
p 0
ZEE ,
oE<w,
a
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FO
D6�o
Q
j
0 y
4 m
a d
o
w
o
II
w F
z
M
_
`
w
ADOlTIONAL REQUIREMENTS
REQUIREMENTS.
(�
!n
Q
AND HE% HEAD SCREW
INSTALLATION,
_r
p
�-}� QD
IL
s U
'm 2
a
z
'.r!s
[]Poo
Q
sEc
aEm :
ao
INSTALLATION ANCHORS. FLAT
^
�
HEWOOD SCREW SHOWN,WN.
SEEE ANCHOR SCHEDULE ON
0
8 xx
%
e
SHEET 2 FOR AD HEAD
REgUIREM AND HEX fc HEADD
t:�n�°
J
rn
S
MAX'
INTERIOR
Note 1: Panel fixed by
1.25", 3" from
SCR
SCREW INSFALLATION.1/4' MAX
SHIM SPACE
U
SPACE
#8FH x
corner and then 8" an center.
each
ONLY REQUIRED WHEN
a
��
bg
XXXO OR OXXX CONFIGURATION
WITH FIXED PANEL IS
USED.g
Note 2: Interlock fixed by #8FH
x 1.5!', 3" from each
a
corner and then 14" on center_
Rnpert 3, Amoroso, P E,
Florida P.E.
No. 49752
Digitally
signed by
Robert J
Arnoruso
Date:
cart°
2020:09.25
09:02:02
-04'00'
SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 3-TRACK XXX & XXO DOOR CONFIGURATION
EXTERIOR FINISH By OTHERS HORIZONTAL CROSS SECTIONS
SE41ANT BY
PERIMETER CL
OTHERS LAMI—IGU GLAZING
EALAKT BY
DETAIL A SHOWN OTAERS
MP). SEE SHEET
EXTERIOR
SUBSTPATE VARIES, SEE vc
ANCHOR SCHEDULE
BEL" SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
CD
FLAT HEAD WOOD SCREW HEAD WOOD SCR
OWN . SEE AN Ho n SEE ANCHO SCHEDULE ON 0
ET 2 SHEET 2 FOR ADDITIONAL
FOR ADDITIONAL QED REQUIREM AND HEX HEAD
REQUIaEMENTS AND HEX SCREW 1-1-1,0N.
HEAD SCREW
Note 1: Panel fixed by #8FH x 1.25", 3" from each
SHIM SPACE corner and then 8 11 on center. ONLY REQUIRED WHEN
XXO OR OXX CONFIGURATION WITH FIXED PANEL IS USED.
15
Note 2: Interlock fixed by #SFH x 1.5", 3" from each w
corner and then 14" on center.
M
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON
SHEET 2 FOR
REQUIREMENTS.
SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION
INSTALLATION ANCHORS.
FLAT HEAD WOOD SCREW
SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2
FOR ADDITIONAL
REQUIREMENTS AND HEX
HEAD SCREW
INSTALLATION.
HORIZONTAL CROSS SECTIONS
EXTERIOR FINISH BY OTHERS
ED
a
O
w
Fa -
K o� d
a
� rn o
Z
o O
=N
SEE SEE
NOTE 2 NOTE 1 0 c
LAMi—IGU GLAZING BELOW.
DETAIL A SHOWN 2
(TYP). SEE SHEET U z
z
Q SEE G Is�f Z n z q
NOTE 2 � 4 .
BELOW. SUBSTRATE VARIES. SEE : O 5_
ANCHOR SCHEDULE ON 3 m
SHEET 2 FOR ¢ ^ a o
�� �O QQ REQUIREMENTS. O �f
?pa I-7 W Ly u
� 7W
� rr
INTERIOR ��1/4:.MAX. y Nr
INSTALLATION ANCHORS. FLAT HEAD SHIM SPAUL
WOOD SCREW SHOWN, SEE ANCHOR A AF
SCHEDULE ON SHEET 2 FOR o&m
ADDITIONAL REQUIREMENTS AND HEX
HEAD SCREW INSTALLATION. p
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.
Note 2: Interlock fixed by #8FH x 1.5", 3" from each
corner and then 14" on center.
Robert J. A--. P.E.
Fluid. P.E. No, 49752
Digitally signed by
Robert J Amoruso
Date:'2020.09.25
09:02:21-04`00'
s
b
O
d.
�! 5y
C) nm
o a
0 00
d $�
a �
0
a0
NOMINAL NOMINAL y O1
LAMI IGU LAMINATED Urn 3/15" LAMEI IGU LAMINATED LITE: 3/16"
HEAT TREATED GLASS x ANNEALED GLASS x G i? ffi
0.075 VANMA 0.690 SAFLEX PVB
INTERLAYER BY INTERLAYER BY d m N
3/16" EASTMAN CHEM€CAL x 3/16 EASTMAN CHEMICAL x C a
TEMPERED 3/16" HEAT TREATED TEMPERED 3/16" ANNEALED T S w a o q
GLASS GLASS GLASS GLASS ¢ W ^i ❑ ❑ .2 0
0.375` SPACER 0.375" SPACER
OURASEAL AIR SPACER (QUANEX) DURASEAL AIR SPACER (QUANEX) C rn d
SNAP -IN SNAP -IN � � � > ❑ set
RIGID RIGID o ? ea
VINYL VINYL O.n, o
GLAZING ❑ GLAZING i
�+.
BEAD NEOPRENE SETTING BEAD ❑ NEOPRENE SETT€NG
BLOCKS WITH 70 TO L BLOCKS WITH 70 TO "
90 SHORE A 90 SHORE A
DUROMETER DUROMETER
HARDNESS HARDNESS I x=
° AR.
D
EXTERIOR INTERIOR EXTERIOR INTERIOR H.
LJ
GLAZING DETAIL A GLAZING DETAIL B
LAMINATED IGU LAMIlNATED IGU
INTERIOR GLAZED WITH DOW 99i RACK -BEDDING INTERIOR GLAZED WITH DOW'M RACK -BEDDING RoBeR J. A,,,,,,, P.E.
Flndde P.E. No. 49752
,a`n�?• crw""so- ��''e
Nn as�yr ':per
.44�
Digitally signed by
Roberti Amorus6` .
Date: 2020.09.25
09:02:31-04'00'
a
o
�
0
N
V
um
e
W�
0
00
a
a�
0
a
N
O
7
x
n N
-
°o
y
�
o
�g
m �
O o
ryL
Z
=
W
w
W
y a
G
u
P,F, N. 49752
Fhlida
Digitally
signed by
Robert J
Arnoruso
liJ!= Date:
j9^.��i.iH1F Ov
,,�N;,;;:6'' 2020.09.25
09:02:41
-04'00'
Part
Color
QTY
Description/Part No.
Vendor
Vendor Part No.
Vinyl
MainF'rameCw
CW
4
Main Frame, Cream White
Vision
3800
MainFrameALM
ALM
4
Main Frame, Almond
Vision
3800
Main]=rameSS
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
InterL.ockCW
CW
6
Interlock
Vision
1221
InterlackALM
ALM
6
Interlock
Vision
1221
InterlockSS
SS
6
Interlock
Vision
1221
TrackcoverCW
CW
6
Track Cover
Vision
1500
TrackcaverALM
ALM
6
Track Cover
Vision
1500
TrackcoverSS
SS
6
Track Cover
Vision
1500
GIazBCW
CW
16
Glazing Bead, Cream White
Vision
2364
GIazBALM
ALM
16
Glazing Bead, Almond
Vision
2364
GIazBSS
SS
16
Glazing Bead, Sand Stone
Vision
2364
ScrenTrack
1
Screen Track Alum
Tifton
T-12309
DaarTrack
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
SiIlRiser
1
Sill Riser 1.87
Tifton
T-10269
Reinforcements
PanelReinf
16
Panel Reinforcement
Tifton
T-51344
CarnerReinf
16
Panel Corner Reinforcement
Tifton
T-51344
N
O
a
n
O
W
o
°o
EL
a
�
m
o
o
LL
�
2
�
o
�d�
a � m
�
w
z
Jgwm
��
'mom
G
s E
D
m�.M1
u
?
m
w
5
N
gg�
S F
9
8
Robert J, A."" P.E.
Fioriaa P.E. Na, c9752
Digitally
signed by
a,,. Robert J
�� No ru; 5". '�
i LYof `c r r as Amoruso
p':�t�,�!w' Date.
09:02:53
-04'00'
Part
Color
QTY
Description/Part No.
Vendor
Vendor Part No.
Hardware
Handleinside
1
Inside Handle
CD-600
Handleoutside
1
Outside Handle
CD-571
Mortislock
1
Mortis Lack, 2 Pt
M002457/M002459
Keeper
1
Keeper
M00557/M00559
Keeper5him
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
#SFh x 1 per roller
Keeper Screw
2
#10Ph x 1
Mortis
#8Fh x 1