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p>' FL # FL16842-R7
Application Type Revision
Code Version 2020 FL16842.12
• Application Status Approved
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Comments
Archived
Public comment: SMI glass does not comply w/ 24111.1.11. 11/18/20
►L
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida.License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
ewSouth. Window Solutions
10741 Crossroads Commerce Blvd.
tampa, FL 33610
(813) 626-6000
danochstei n@ newsouthwindow.com
Vivian Wright
rickw@rwbidgcc)nsultants.com
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
f."' Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2022
Ryan ]. King, P.E.
`7 Validation Checklist - Hardcopy Received
FL16842 R7 COI U Certificate of Independence odf
Standard
AAMA/ W DMA/CSA101/I.S.2/A440
AAMA/ W DMA/CSA101/I. S.2/A440
AAMA/ W DMA/CSA101/I.S.2/A440
ASTM E1886
https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJ8JBVjnfasX8w%3d%3d
Year
2008
2005
2011
2005
Page 1 of 6
Florida Building Code Online
•
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
ASTM E1996
ASTM E1996
ASTM E1996
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL16842 R7 Eauiv of Standards (b) odf
Method 1 Option D
10/28/2020
11/04/2020
11/05/2020
12/15/2020
12/16/21, 3:04 PM
2006
2005
2009
1994
0 0 Pagel/20 0
FL # Model, Number or Name Description
16842.1 a. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window
M utilizing a Nail Fin Installation (XO or OX configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16842 R7 II_(fl Inst 16842.i.edf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.1 for Design Pressure Ratings, any FL16842 R7 AE (f) Eval 16842.1.odf
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.
16842.2
b. Series 9000 Model 9500 Slider XO
Extruded Vinyl "Non -Impact" Horizontal Sliding Window with
Flange Installation (XO or OX configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R7 II (f) Inst 16842.2.Rdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Other: See INST 16842.2 for Design Pressure Ratings, any
Evaluation Reports
FL16842 R7 AE (f) Eval 16842.2.12df
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16s42.3 c. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a
- Impact Rated I Nail Fin Installation (XO or OX configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.3 for Design Pressure Ratings, any FL16842 R7 AE (cL Eval 16842.3.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16842.4 d. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with
- Impact Rated Flange Installation (XO or OX configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.4.13df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJaJBVjnfasX8w°/"3d"/cad Page 2 of 6
Florida Building Code Online
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.4 for Design Pressure'Ratings, any FL16842 R7 AE (q) EvaI 16842 4.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
12/16121, 3:04 PM
16842.5 e. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a
- Impact Rated - HVHZ Nail Fin Installation (XO or OX configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16842 R7 II (f) Inst 16842.5.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.5 for Design Pressure Ratings, any Fit 6842 R7 AE (a) EvaI 16842.5.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16842.6 f. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with
- Impact Rated - HVHZ Flange Installation (XO or OX configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16842 R7 II (f) Inst 16842.6.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.6 for Design Pressure Ratings, any FL16842 R7 AE (q) Eval 16842.6.pdf
additional use limitations, Installation instructions and product Created by Independent Third Party: Yes
particulars.
16842.7 g. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window
XOX I utilizing a Nail Fin Installation (XOX, configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.7. df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.7 for Design Pressure Ratings, any FL36842 R7 AE (f) Eval 16842.7.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16842.8
h. Series 9000 Model 9500-3 Slider
XOX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL16842 R7 II (f) Inst 16842.8.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
FL16842 R7 AE (f) Eval 16842.8.pdf
Other: See INST 16842.8 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.9 i. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a
XOX - Impact Rated Nail Fin Installation (XOX, configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16 R7 II () Inst 16842 9 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.9 for Design Pressure Ratings, any F1_16842 R7 AE (a) Eval 16842 9 odf
additional use limitations, installation 'instructions and product Created by Independent Third Party: Yes
particulars.
16842.1.0 j. Series 9000 Model 9550-3 Slider I Extruded Vinyl "Impact" Horizontal Sliding Window with
XOX - Impact Rated 4 Flange Installation (XOX, configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.10.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.10 for Design Pressure Ratings, any
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJSJBVjntasX8w°/"3d"/"3d Page 3 of 6
Florida Building Code Online
do
as
additional use limitations, installation instructions and product FL16842 R7 AE (g) Eva] 16842.10.pdf
particulars. I Created by Independent Third Party: Yes
12/16121, 3:04 PM
16842.11 k. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a
XOX - Impact Rated - HVHZ I Nail Fin Installation (XOX, configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16842 R7 II (f) Inst 16842.11.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16842.11 for Design Pressure Ratings, any FL16842 R7 AE (g) Eva[ 16842.1l.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16842.12
I. Series 9000 Model 9550-3 Slider
XOX - Impact Rated - HVHZ
Extruded Vinyl "Impact" Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16842 R7 II (g) Inst 16842.12.pd�
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 16842.12 for Design Pressure Ratings, any
FL16842 R7 AE (q) Eval 16842.12.p_df
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.13 I m. DuraGard Slider XX I Extruded Vinyl "Non -Impact" Horizontal Sliding Window
utilizing a Nail Fin Installation (XX, configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16842 R7 II Product Offering.(. 13).pd
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: This Product is No Longer Offered by New South FL16842 R7 AE Product Offering (13) odf
Window Solutions. See FL-16842.13-R5 Florida Building Code Created by Independent Third Party: Yes
version 2017 for Historical Documents regarding this
Approval.
16842.14
n. DuraGard Slider XX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX,
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R7 II Product Offering (.14),pSl�
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Product is No Longer Offered by New South
FL16842 R7 AE Product Offering_( 14)_odf
Window Solutions. See FL-16842.14-R5 Florida Building Code
Created by Independent Third Party: Yes
version 2017 for Historical Documents regarding this
Approval.
16842.15
o. DuraGard - 3 Slider XOX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window
utilizing a Nail Fin Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
L1F 6842 R7 IT Product Offering (.15).odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Product is No Longer Offered by New South
FL16842 R7 AE Product Offering (15)_odf
Window Solutions. See FL-16842.15-RS Florida Building Code
Created by Independent Third Party: Yes
version 2017 for Historical Documents regarding this
Approval.
16842.16 P. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Installation Instructions
FL16842 R7 II Product Offering-(. 16) Ddf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJ8JBVjnfasX8w"/o3d°/a3d Page 4 of 6
•
•
1NINQt ` .1 OtUTIONs
Series 9000 Model 9550-3
SLIDER XOX
IMPACT RATED - HVHZ
wj Flange
GENERAL NOTES
1. This product has been evaluated and is In compliance the 7th Edi on 2p
Florida Building Code (M), including the "High Velocity Hurricane Zone" (HVHZJ,
2. Product anchors shall be as listed and spaced as shown on details: Anchor
embedment to base material shau be beyond wall dressing or stucco.
hensed in the "HVHZ, this product compies wth Secton 1626 ofthe FBc and
enotre ulre an Impact resistant coverimm
4. for N stud framing construction, anchoring of fhese<units shall. be the same as
that showrrfor 2x buck masonry consiiuctfori.
S. Site conditions that deviate from the detalls of this drawing require further
engineering analysis byalicensed engineer or registered architect.
TABLE OF CONTEMS
SHEEi@
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1
Typicaleleymns, desi n pressures & genera notes
2
Vertical & trodzontal cross sections
3
Vertical & hodzontafcross.sections
_ 4
BuCK & trarne anchoring
5
Corn non
6.
1 m at maTom andgicring astaus
-- 112.1" MAX. OVERALL FIN WIDTH
111" MAC OVERALL FRAME WIDTH
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Note: This prof uct 1% not approved for use obove. 30 feet in the "HVHr.
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each end of lock/meeting stile.
2. Metal roller assembly located T from
each end of the bottom rag.
3. MtHft secured to head with
(6) #6 x 1 /2' PPH SMS.
t
—
1-1/4, MIN.
EMB.(TYP.)
INTERIOR
SEENOTE
EXTERIOR
Q 2X Buck Masonry Construction
NOTE: Sheet Metal Screws must penetrate a
min. of 3 threads through at least 2 sheets of
metal (maintain a min. 3/8' edge distance).
INTERIOR
EXTERIOR
4 HORIZONTAL CROSS SECTION
Q Metal Stud Construction
CMD. 111 r.t
2 HORIZONTAL CROSS SECTION
1X Buck Masonry Construction
UERIOR
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$ 2X Buck Masonry construction
Dm"G No.:
FL-16842.12
SHEET �, OF_
•
each end of lock/meeting stile.
2. Metal roller assembly located 2' from
each end of the bottom rel.
3. Mrrlift secured to head with
(6) #6x 1/2"PPH SMS,
1-1/4°MIN.
EMB. (TYP.)
v
7
ALTERNATE ANCHORING LOCATION
SHOWN ON THIS SHEET
INTERIOR
G2 10
8 /� Q
SEE NOTE 11 T 7 I \
1 EXTERIOR
1 HORIZONTAL CROSS SECTION
3 2X Buck Masonry Construction
NOTE: Sheet Metal Screws must penetrate a
min. of 3 threads through at least 2 sheets of
metal (matntaln a m1n.3/8' edge distance).
INTERIOR
EXTERIOR
4 HORIZONTAL CROSS SECTION
3 Metal Stud Construction 0
E
EXTERIOR
A
INTERIOR v•
C
8
13 v°
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EMB. (TYP.)
M32 HORIZONTAL CROSS SECTION
1X Buck Masonry Construction
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FL-16842.12
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CONCREFEANCHOR NOTES:
F. Concrete anct0locatbru at the comers nay be adjusted to mainicln the min.
edge d1dance to mortar jolnls.
2 Concrete anchorlocafions noted as MAY. ON Ce4TWrsnutbe adjusted to
malntatn the nth edge dhtance to modarlolhM additional concrete anchors
i maybe requred to ensure she "MAX. ON CFNfER'dlmension are not wr eeded
s 3. Concrete anchor table
b
3
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wood screws to prevent the Vgtffng of Wood.
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REVISE MODEL NAME
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UPDATE TO 5TH ED. 2014 FBC
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DATE
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``,tµ111 rr rprgi
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No.43409
October 15, 2020 — * : *z
Z 17
NewSouth nd No. F. S hh9midt ii�'', ''.!!L0180�` ```•
iSEMBLY: BUILDING CONSULTANTS, INC.
XWP.O. Box 230, Valrlao, FL 33595
COMPONENTS Phone No.: 813.859.9197
FBPE Reglatry No. 9813
BILL OF MATERIALS
ffm #
DFSCR fpwm
MATENM
B
2X BUCK (SG >= 0.55)
WOOD
C
1/4°MAX. SHIM SPACE
D
IX X 2-3/4' PFH DeWALT OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
#10 X T PPH SMS 11-1/4" MIN. EMBEDMENT)
STEEL
J
STEEL STUD Min. Thk .033° (ASTM A653 GRADE 33 Fy733 ksl min., Fu=45 ksi m1n.)
STEEL
K
#10 PPH SELF-DRILUNG SMS
STEEL
L
#10 X 2' PPH SMS (1-1/2-MIN. EMBEDMENT)
STEEL
1
EXTRUDED VINYL FRAME (439)'
RIGID PVC
2
EXTRUDED VINYL GLAZING BEAD (736A)'
RIGID PVC
3
EXTRUDED VINYL GLAZING BEAD (425A) •
RIGID PVC
4
BOTTOM RAIL (424B)•
RIGID PVC
5
TOP RAIL (478)1
RIGID PVC
6
MEETING STILE (477)'
RIGID PVC
7
LOCK STILE (476)•
RIGID PVC
8
HANDLE STILE (475B)•
RIGID PVC
9
MEETING STILE REINFORCEMENT
6063-T5 ALUM
10
LOCK STILE REINFORCEMENT
6063-T5ALUM
1 I
SASH LOCK
12
KEEPER
13
HANDLE STILE REINFORCEMENT
6063-TS ALUM
14
ROLLER RUTH #2433-1000J
15
SILL RISER
6063-T5 ALUM
16
ROLLER TRACK
6063-T5 ALUM
17
ANTI -LIFT ALUMINUM
6063-T5ALUM
18
BOTTOM RAIL REINFORCEMENT
6063-15 ALUM
20
WEATHERSTRIP (.187' X .290 J
• THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'.
•
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LASS BITE 71W O.A.
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GLAZING SEALANT GLASS THK.
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NOTE: GLAZING> 36" WIDE REQUIRES TWO (2) SETTING BLOCKS
CONFORMING TOFBCSECTION 2411.3.3.1
0
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GLAZING SEALANT
ISIKAFLO(S52) I/B" ANNEALED GLASS
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CD a 1/8" ANNEALED GLASS
O I/8" ANNEALED GLASS
METAL REINFORCED BUTYL
G2 GLAZNG DETAIL
Operable LNe
- 9124114
., E, N.T.S.
vc. BY.. JK
IN. ar; LFS
tAWW NO.!
FL-16842.72
M 6 OF 6 R
FL #
FL31714-R1
Application Type
Revision
Code Version
2020 FL31714.2
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
° the Evaluation Report
° Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
• Certificate of Independence
Referenced Standard and Year (of Standard)
CODE COMPLIANCE
ST. LUCIE C UN`f Y BOCC
c /Z Z
Z-z C-) z -- v �' Z
NewSouth Window Solutions
10741 Crossroads Commerce Blvd.
tamps, FL 33610
(813) 626-6000
danochstein @newsouthwindow.com
daniel ochstein
danochstein@newsouthwindow.com
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
A. Lynn Miller, P.E.
PE-58705
National Accreditation and Management Institute
12/31/2022
Steven M. Urich, PE
CS Validation Checklist - Hardcopy Received
FL31714_R1 COI Cert of Indeoendence.pdf
Standard
AAMA/ W DMA/CSA 101/I. S.2/A440
AAMA/ W DMA/CSA101/I.S.2/A440
AA MA/ W DMA/CSA 101/I. S.2/A440
ASTM E1886
Year
2011
2008
2017
2019
00
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquF5tWEahfD9vzjyv3xhAH1EYTI0DBOlt75gIT70%2flygg%3d%3d Page 1 of 3
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
ASTM E1886
ASTM E1996
ASTM E1996
TAS 201, 202,203
Method 1 Option D
10/20/2020
11/03/2020
11/04/2020
12/16/2020
12/15/21, 3:13 PM
2013
2014
2017
1994
FL #
Model, Number or Name
Description
i 31714.1
SGD 6000 / Models 6200, 6300,
Extruded Vinyl "Non -Impact" Sliding Patio Door
6400 & 6500
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL31714_R1_jI_SGD6000NS Wide Panel NI HVHZ - SIGNED
Approved for use outside HVHZ: Yes
DRW.pdf .
Impact Resistant: No
Verified By: A. Lynn Miller, P.E. PE-58705
i Design Pressure: N/A
Created by Independent Third Party: No
Other: Please see the enclosed documents for product
Evaluation Reports
performance information, anchorage details, and anchor type,
FL31714 I AE SGD6000NS Wide Panel NI HVHZ - ENG
EVAL.pdf
size, and spacing information.
Created by Independent Third Party: No
31714.2
SGD 6000 / Models 6250, 6350,
Extruded Vinyl "Impact" Sliding Patio Door
6450 & 6550
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL,31714_R3_13_SGD6000NS Wide Panel LMI HVHZ - SIGNED
Approved for use outside HVHZ: Yes
DRW.pdf
Impact Resistant: Yes
Verified By: A. Lynn Miller, P.E. PE-58705
Design Pressure: N/A
Created by Independent Third Party: No
Other: Please see the enclosed documents for product
Evaluation Reports
performance information, anchorage details, and anchor type,
FL31714 R AE SGD6000NS Wide Panel LMI HVHZ - ENG
size, and spacing information.
EVAL.odf
Created by Independent Third Party: No
31714.3
SGD-6000 / Model 6500
Extruded Vinyl "Non -Impact' Sliding Patio Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL31714_R3_II_SGD600ONS NI - SIGNED DRW.odf
Verified By: A. Lynn Miller, P.E. PE-58705
I Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
performance information, anchorage details, and anchor type,
{ size, and spacing information.
FL31714_R1 AE SGD6000NS NI - ENG EVAL.pdf
Created by Independent Third Party: No
31714.4 SGD-6000 / Model 6550 Extruded Vinyl "Impact" Sliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No ( FL31714 RI II_SGD6000NS LMI - SIGNED DRW.pdf
i Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705
j Impact Resistant: Yes Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
1 Other: Please see the enclosed documents for product FL31714_R3_AE SGD6000NS LMI - ENG EVAL.odf
https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquF5tWEahfD9vzjyvSxhAHlEYTIODBOlt75glT70%2flygg%3d%3d Page 2 of 3
•
•
GENERAL NOTES:
•
•
•
6000 SERIES, SLIDING DOO
LARGE MISSILE IMP CT REISIS ANT,
oil* I
' BYPASS, SINGLE OR DOUBLE EXTERIOR POCKET
2,3 & 4 TRACK CONFIGURATIONS
MODELS 6250, 6350, 6450 & 6550
C1) THICLUS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC)
INDING THE "HIGH VELOCITY HURRICANE ZONE" (HVHZ). SEE FL31714. J
2) PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3) WHEN USED IN AREAS REQUIRING WIND BORNE DEBRIS PROTECTION, THIS PRODUCT COMPLIES WITH FBC
SECTIONS 1609.1.2, R301.2.1.2. AND 1626 AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS
PRODUCTS MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 AND FBC SECTIONS
4) FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN
FOR 2X BUCK MASONRY CONSTRUCTION. 1X BUCKS ARE OPTIONAL, IF USED, INSTALLATION ANCHORS WILL GO
THRU THE 1X INTO THE MASONRY CONSTRUCTION. CAN INSTALL DIRECTLY INTO MASONRY WITH A 1/4" MAX SHIM.
5) SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING
ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
TARI F 1P• hFCIr:N PRFCCI IRFS FOR P1/R INTFRI AVFR
Design Pressure (+/- psf) -PV13 INTERLAYER
Frame
Height
DLO
Height
DLO Width
33.438
39.438
43.438
46.200
47.438
49.438
51.438
80.000
67.825
60.0
-65.0
55.5
-65.0
53.1
65.0
51,8
-65.0
51.2
-65.0
50.4
-65.0
49.7
65.0
84.000
71.825
56.4
-65.0
51.8
-65.0
49.5
-65.0
48.1
-65.0
47.6
-66.0
46.8
-64.3
46.1
-63.3
88.000
75.825
53.0
-65.0
48.6
-65.0
46.3
-63.6
44.9
-61.8
44.4
-61.1
43.6
-60.0
92.000
79.825
50.0
-65.0
45.7
-62.9
43.5
-59.8
42.2
-58.0
41.6
-67.2
95.600
83.325
47.7
-65.0
43.5
-59.8
41.3
-56.8
40.0
55.0
TARI F 1C• nrQlf'-N PRFCCI IRFR Ff1R Cr- INTFRI AVFR
Design Pressure (+/- psf) -SG INTERLAYER
Frame
Height
DLO
Height
DLO Width
33.438
39.438
43.438
46.200
1 47.438
49.438
51.438
80. 000
67.825
60.0
-65.0
60.0
-65.0
59.8
-65.0
58.3
1-64.71
57.6
1 -64.1
1 56.7
-63.1
1 56.0
1162.2
84.000
71.825
fi0.0W-65.O58.364.8
55.7
61.E
54.1
-60.2
53.5
-59.5
52.6
-58.5
51.8
-57.6
88.000
75.825
59.760.7
52.1
�7.9
50.6
56.2
50.0
-55.5
41.1
-54.592.000
79.826
56.357.1
48.9
-54.3
47.4
-52.7
46.8
2.95.500
83.325
53.654.3
46.4
1-51.61
45.0
-50.0
IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED.
C
TABLE 3: INSTALLATION ANCHORS
•
Anchor Type
FSbLte
Min.
Min. Edge
Min. On
Embedment
Distance
Center
1/4" Elco Ultracon
Concrete/CMU
1-318"
1-1/8"
4"
and Ultracon+
#10 SMS
Wood
1-3/8"
1-1/8"
1"
#10 SMS
Steel Stud
.056"
5/8"
1"
ANCHOR NOTES:
1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO
MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS.
2) CONCRETE ANCHOR LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE
ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS,
ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE "MAX.
ON CENTER" DIMENSION IS NOT EXCEEDED.
3) SHEET METAL SCREWS MUST PENETRATE A MIN. OF 3 THREADS THRU THE
STEEL STUD.
TART F 2• RILL,RISF_R POS. r+1 DP
Water -Limited (+) Design Pressure
Sill Riser
Sill
Height
Max. (+) DP
Allowed
None
L688"
See Note B
NOTES:
A) IF WATER INFILTRATION RESISTANCE IS
REQUIRED,THE LESSER VALUES OF EITHER
TABLES 1P OR TABLE 1S AND TABLE 2
DETERMINES THE WATER LIMITED (+) DP,
Standard 281" +50.0 psf B) IF WATER INFILTRATION RESISTANCE IS
High Dam 4" +60.0 sf NOT REQUIRED OR OVERHANG IS PER FIG 1,
A SILL RISER IS NOT REQUIRED. IF SO,
+DP'S SHOWN IN TABLE 1 MAY BE USED.
FIG 1 OH LENGTH
12 O DOOR ASSEMBLIES INSTALLED WHERE
w THE OVERHANG (OH) LENGTH IS EQUAL
= TO OR GREATER THAN THE OVERHANG
= HEIGHT IS EXEMPTED FROM WATER
O INFILTRATION RESISTANCE.
GENERAL NOTES......................1
DP & ANCHOR TABLES ............
1
CONFIGURATIONS ...................
2
SIZING TABLE ...........................
2
SECTION VIEWS .......................
3-4
GLAZING DETAILS....................4
2x BUCK ANCHORAGE.............5
FRAME ANCHORAGE...............6-8
EXTRUSIONS .............................9
BILL OF MATERIALS.................9
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SHEET: 1 OF 9
•
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DATE: 04108/2020
WEEPHOLES LOCATED 4 ON EITHER —� 4 SCALE: NTS
SIDE OF INTERLOCKS WHERE SHOWN.
BY: E KOSS
CONFIGURATION NOTES: DRAWING # :
1) SINGLE EXTERIOR POCKET CAN BE EITHER LEFT OR RIGHT.
2) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. S SHEET:
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SHEET: 2 OF 9
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4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 1 p HORIZONTAL CROSS SECTION Q
3 2X BUCK CONSTRUCTION 3 2X BUCK CONSTRUCTION 3 MASONRY CONSTRUCTION
SEE NOTE 5 ( DATE: 04/08/2020
NOTES: 1 SCALE: 1:4
1) INTERLOCK REINFORCEMENT SCREWS, G $ K, ARE LOCATED 3" FROM EACH END THEN 14.5" ON CENTER. x
2) FIXED PANEL IN JAMB SCREWS, G, ARE LOCATED B" FROM EACH END AND THEN 4 MORE EQUALLY SPACED (6 TOTAL) C�) I BY: E KOSS
3) FIXED PANEL IN MULLION SCREWS, H, AND FIXED PANEL IN ASTRAGAL SCREWS, P, ARE LOCATED 6° FROM EACH END AND THEN 12" ON CENTER.
4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4° FROM PRODUCT INSTALLATION ANCHORS DRAWING # :
THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. (4) SCREWS PER SGD6000LMI - 56"
5) STEEL STUD AND DIRECT TO MASONRY APPLIES TO ALL FRAMES - SEE SECTIONS ABOVE AND SHEETS 6-8 FOR ANCHORAGE FOR EACH FRAME TYPE. (2T, 3T, 4T) CORNER DETAIL CORNER KEY
SHEET: 3 OF 9
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DATE: 04/08/2020
NOTES: SCALE: NTS
1) FIXED PANEL SCREW INTO HEAD AND SILL, G, LOCATED 3" AND 6" FROM JAMB AND THEN 6", 9" AND 12" FROM THE INTERLOCK.
2) ANCHOR THRU ANTI -LIFT BLOCK (ITEM #15) NOT SHOWN FOR CLARITY. REFER TO SHEETS 6-8 FOR ANCHOR TYPE. BY: E KOSS
3) FLAT HEAD ANCHORS MUST BE USED IN SILL, ALL OTHERS INTERFERE WITH ROLLER TRACK.
4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4" FROM PRODUCT INSTALLATION DRAWING #
ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. SGD6000LMI - 56"
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NOTES: 4T SLIDING GLASS POCKET DOOR
1) ANTI -LIFT BLOCKS (ITEM #15) REO'D ABOVE ALL ACTIVE PANELS (X).
2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES - MIN. 4" O.C., ANCHOR THRU ANTI -LOCK BLOCKS AT HEAD.
3) FOR BYPASS ANCHORAGE, DISMISS THE CLUSTERS NEAR THE POCKET (SHOWN ON RIGHT) AND REPLACE WITH END CLUSTERS (SHOWN ON LEFT)
4) CLUSTER ANCHORS MUST GO THRU THE ADD -A -TRACK WHEN THERE IS AN OPERABLE PANEL PRESENT IN THE ADD -A -TRACK.
L L L
STILE STILE STILE
4" MIN. TYP.
—
15 TYP.
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— 6" MAX. TYP.
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DATE: 04/08/2020
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SHEET: 6 OF 9
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NOTES: 3T SLIDING GLASS POCKET DOOR
1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X).
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3) FOR BYPASS ANCHORAGE, DISMISS THE CLUSTERS NEAR THE POCKET (SHOWN ON RIGHT) AND REPLACE WITH END CLUSTERS (SHOWN ON LEFT)
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FRAME ANCHORAGE DETAIL
SCALE: NTS
NOTES:
2T SLIDING GLASS POCKET DOOR
BY: E KOSS
1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X).
DRAWING #
2) OXXO SHOWN, ANCHORAGE SIMILAR FOR OXO, OX AND XO.
SGD6000LMI - 56"
SHEET: 6 OF 9
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X STEEL STUD MIN THICKNESS 0.055' (ASTM A553 GRADE 50, FY=50 K
KSI MIN.. FU=05 KSI MIN.) STEEL 1. 51 2 68 g O
1A FRAME-2T PVC = Q .080� .075- - � F-- W
1B FRAME -3T PVC .05 - 0 .O6 (, ¢ J g
2 ADD -A -TRACK - PVC Z O O
3 GLAZING BEAD PVC O2 ADD -A -TRACK O GLAZING O5 INTERLOCK 21 HOOKSTRIP 29 DOUBLE INTERLOCK (HOOKSTRIP) OLL 1n
d FRAME CAP (JAMB COVER) PVC J
BEAD to �. O 5 INTERLOCK 606376
6 SILL CAP (THRESHOLD) 6083 T5 1.754 K m
7 PANEL STILE/RAIL PVC 1.83 1.83 1.80 � Z U) m
8 ROLLER SUPPORT 6063-T5 1.65 LU j IJL
10 REINFORCEMENT (LOCK STILE- TOPIBTM RAID 6065•TS 1.082- �55 1. 25 .O6 1. 3DJ�Jtl.O11 FIXED PANEL SUPPORT 606ST6 080 1. 25 .0602570
12 HD REINFORCEMENT
fi0LUM .062 05 (D X Z O F
14 HD REINFORCEMENT ONTERLOCK) ALUM UUII
15 ANTI -LIFT OUTBLOCK 6063-TS j: `l
17 STANDARD SILL RISER 6063T5 ROLLER 11 FIXED PANEL ,2 ROLLER TRACK 15 ANTI -LIFT 22 HOOKSTRIP ® FRAME CAP m w
SUPPORT SUPPORT FLANGE
10 SILL RISER CAP 6063-T5 .87
19 HIGH DAM SILL RISER 6083-75 L9
LL, 27 HOOKSTRIP _ 609&T5 .850 O
22 HOOKST1iIP FLANGE 8063•T5 •13 .543 1.80 O
23 MULLION (OFFSET BU7TSTBE) PVC 2.741
24 REWFORCEMENf-MULLION (LARGE) 6063-T5 1 3 O
-1.52 .095- .13 1. 14 1Wy� tq
26 ROLLERASSEMBLY STEEL 321 F
26 REINFORCEMENT• MULLION (SMALL) 6063-T5 d 10O__ OB •OB ]25 Qp V
27 CORNER KEY PVC a
24 REINF. 26 REINF. 18 SILL 643 p 29 DOUBLE INTERLOCK (PANEL TO HOOKSIRIP) 8063•T6 MULLION MULLION RISER zO N w
30 LOCK AND HANDLE F3 CAP © SILL CAP LA N j
31 STRIKE PLATE S
39 SCREW COVER (HOOKSTRIP) PVC C=Q� 1.29 1.30 ,543 ImL Op
40 ASTRAGAL 6053-T5 5. 60
41 WTSP,.187 K.290 Poly Fin f3 4. 0 1.74 N
42 WTSP, 0.8125" t 0.675' x 4• Fuzzy Pad (TOP/BTM RAIL)/� Q
Q p o
© 2.(50 1 2 35 2.148 3. 35
n f1 .090- -
2 89 Q
IF0 O DATE: 04/08/2020
(-'� SCALE: 10:1
.281
THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE 23 MULLION O STILEIRAIL PANEL LOGK STILE, REINF.14 INTERLOCK HD REINF.17 2.I81' TALLR 19 SILL RISER HIGH DAM40 ASTRAGAL DR E KOSS
DRAWING A :
PRODUCED BY EXTRUDERS' LICENSEES UNDER'AAMA CERTIFICATION PROGRAMS TOP/BTM RAIL W/CAP 4' TALL SGD6000LMI - 56"
FOR RIGID PVC EXTRUSIONS'. W/CAP
SHEET: 9 OF 9