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FL# FL14222-R3
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Windoor Incorporated
Address/Phone/Email 7500 Amsterdam Dr.
Orlando, FL 32832
(407)481-8400
fhiggins@windoorinc.com
Authorized Signature Fred Higgins
fhiggins@windoorinc.com
Technical Representative Douglas McDougall
Address/Phone/Email 7500 Amsterdam Dr.
Orlando, FL 32832
(407)481-8400
dmcdougall@windoorinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Luis Roberto Lomas
Evaluation Report
Florida License PE-62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 08/01/2023
Validated By Steven M. Urich, PE
❑ Validation Checklist- Hardcopy Received
Certificate of Independence FL14222 R3 COI FLCOI.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
httpsJAvww.floridabLglding.orgtpr/pr app pM.aspx?param=wGEVXQwtDquDEJErtOSCetJXs682XvO2D/p2bXGzQPdN`/o2f3`/o2f3A4WLelWgPA`/D3d`/aid 1/2
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4/2512017 Florida Building Code Online
Rusiness & ProfessionalRegulation
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F rich
Product Approval
.USER:Public User
Product Aooroval Menu>Product or Aooilcatlon Search>Aoolication List>Application Detail
FL* FL14222-R3
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived TI
Product Manufacturer Windoor Incorporated
Address/Phone/Email 7500 Amsterdam Dr.
Orlando, FL 32832
(407)481-8400
fhiggins@windoorinc.com
Authorized Signature Fred Higgins
fhiggins@windoorinc.com
Technical Representative Douglas McDougall
Address/Phone/Email 7500 Amsterdam Dr.
Orlando, FL 32832
(407)481-8400
dmcdougall@windoorinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
D Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Luis Roberto Lomas
Evaluation Report
Florida License PE-62514
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 08/O1/2023
Validated By Steven M. Urich, PE
D Validation Checklist-Hardcopy Received
Certificate of Independence FL14222 R3 COI FLCOI.odf
Referenced Standard and Year(of Standard) Standard year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
httpsIANww.floridabuilding.org/pr/pr app O.aspx?param=wGEVXQwtDquDEJErtOSCetJXs682Xv02%2bXGzQPdN%2f3%/ fZWWLeIW9PA%3d%3d 1/2
4/25/2017 Florida Building Code Online
FL14222 R3 Eauiv 511715-EO.odf
Sections from the Code
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ''1 Yes (%No .1 N/A
FL14222 R3 COC FL14222-COMP.Ddf
Product Approval Method Method 1 Option D
Date Submitted 02/25/2015
Date Validated 02/25/2015
Date Pending FBC Approval
Date Approved 03/06/2015
Summary of Products
FL# Model,Number or Name Description
14222.1 9050 TERRACE DOOR LMI 9050 THERMALLY BROKEN ALUMINUM INSWING/OUTSWING
TERRACE DOOR LMI
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14222 R3 II 08-01148A Ddf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL14222 R3 AE 511715D odf
PRESSURE RATINGS. Created by Independent Third Party:Yes
14222.2 9050 TERRACE DOOR NI 9050 THERMALLY BROKEN ALUMINUM INSWING/OUTSWING
TERRACE DOOR NI
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14222 R3 II 08-01150.pdf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL14222 R3 AE 511717E Ddf
PRESSURE RATINGS. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::privacy Statement::Accessibility Statement::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 mall.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 dick here,
Product Approval Accepts:
Credit Card
httpsJ/www.floridabuilding.orgtpr/pr_app OU.aspx?param=wGEVXQwtDquDEJErtOSCetJXs682XvO2%2bXGzQPdN%2f3%2f3A4WLelW9PA%3d%3d 212
46"MAX. FRAME WIDTH 9EvisoNs
31 11/16"MAX.
D,LO. WIDTH
REV DESCPoRIgN pnR: APPRaVFD
12 3 6"MAX. A ADDED 9/16•GLAZING 6/20/12 R.L.
6"MAX. A
J 4
6"MAX. NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
16"MAX. 2) WOOD
RFRAMING OAND MAS NRY OPENING'TO BE DESIGNED AND ANCHORED TO PROPERLY
O.C.TYP. TRANSFER ALL LOADS TO STRUCTURE TO
AND MASONRY OPENING IS THE RESPONSIBILTIY
�^ OF THE ARCHITECT OR ENGINEER OF RECORD.
3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.WHERE 1X BUCK IS NOT USED DISSIMILAR
MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF
120" COATING OR MENBRA14E IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
FRAME SHOWN HEREIN.WINO LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR
HEIGHT CALCULATIONS. ,
5) FRAME AND PANEL MATERIAL:EXTRUDED THREMALLY BROKEN ALUMINUM 6063-T6 .090"THICK.
6) UNITS MUST BE GLAZED PER ASTM E1300 WITH LARGE MISSILE IMPACT GLASS. SEE SHEET 3
FOR GLAZING OPTIONS.
108 1/4" 7) APPROVED IMPACT PROTECTIVE SYSTEM!S N07 PEOE:FOR THIS PRODUCT IN WIND BORNE
MAX. DEBRIS REGIONS.
D _Maximum_648 n:IDI Ire CaPOC1fyiIiharf, :: 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
HEIGHT BEARING SHIM. SHIM WHERE
5 - --------•--- Se�fes 9050 Thermalty Broken AluminurR lnswing 'I SPACE OF 1/16"OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
:.w/Std SIIl Terrace'Door-Im cJ:....:.:.,..�� 9) FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"ITW TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 i/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"MINIMUM EDGE
�� Fralrew(dIh(m) DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
Heght -2B0 ;34.0 400 10)FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X BACKED 20GA. STEEL FRAMING USE
(i11) PDS Neg PoS. Heg Po5 NBg PoS Neg- #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4"MINIMUM EMBEDMENT INTO
SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
80.Oa 100,0 150.0 100.0 150.0 100.0 148.7 100.0 i36.1 AND INSTALLATION DETAILS.
74.0 100.0 150.0 100.0 150.0.10D.0 146.4 100.0 133.8 li)ALL FASTENERS TO DE CORROSION RESISTANT,
B 86:Of 100.0 150.0 100.0 150.0 100.'0 140.8 100.0 127.6 12)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
4J08.0'.100.0 150.0 100.0 d50.0 100.0 136.9 100.0.1232 INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
/� STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
100,0 150:0 100.0 150.0 100.0 J33.9 100A 120A A. WOOD- MINIMUM SPECIFIC GRAVITY OF G=0.42
6"MAX. S.CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
'� C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. STEEL FRAMING - 2X BACKED 20GA„ .039"MINIMUM.
SERIES 9050THERMALLY BROKEN ALUMINUM 13)MAXIMUM PANEL SIZE: 42"x 118 1/2"
INSWING TERRACE DOOR 14)RIGHT HAND SHOWN. LEFT HAND MODELS ALSO APPROVED.
WITH STANDARD SILL
STANDARD BOTTOM RAIL SHOWN,
TALL BOTTOM RAIL IS OPTIONAL
EXTERIOR VIEW
TABLE OF CONTENTS SIGNED:06121,2012
SHEET NO, DESCRIPTION 7500A.YLSTERDAMDRNE \\\ QiIIEi�1o9�,r:
1 -2 ELEVATIONS,ANCHORING LAYOUTS AND NOTES WinDoor ORLANDO,FL32832
�Mwu�,m n 'V
3 BILL OF MATERIALS AN INCORPORATIED
w.vidoo \D GLAZING OPTIONS �
4 - 5 CROSS SECTIONS SERIES 9050 THERMALLY BROKEN ALUMINUM _+*• 0 ?}:_
4 - 5 CROSS SECTIONS INSWING/OUTSWING TERRACE DOOR - IMPACT flv�tr'[O7
ELEVATION, ANCHORING LAYOUT AND NOTES E.Q w�.
6 - 13 INSTALLATION DETAILS 'TAT F\\.
s 14 17 C HARDWARE
ETLAYOUTS swc NTS w,E 1D/os/to DB sO.T41 17 A It'I
A(1 ..........
0\\\
46"MAX. FRAME WIDTH 46"MAX. FRAME WIDTH PEvisohs
37 11/16' MAX. 31 11/16' MAX. PEv oEswPlaN wrE APPPOVED
D.L.O.WIDTH D.L.O.WIDTH
12 3/4 6" MAX. 72 3/4" 6"MAX A ADDED 9/I6"GLAZING 6/20/12 R.L.
6" 1 x. 4
6"MAX. 6'lAAX.
I a"MAX. // I 1 B"MAX
O.C.TYP. O.C.TYP. /
j 120" 120"
MAX. MAX.
FRAME FRAME
HEIGHT HEIGHT
108 1/4" 104 11/I6"
MAX. D.L.O. MAX. D.L.O.
HEIGHT D HEIGHT
B
6"MAX. 6"MAX.
T I
SERIES9050THERMALLYBROKENALUMINUM SERIES9050THERMALLY BROKEN ALUMINUM
OUTSWING TERRACE DOOR WITH STANDARD SILL INSWING/OUTSWING TERRACE DOOR
STANDARD BOTTOM RAIL SHOWN,TALL BOTTOM ARIL OP77ONAL WITH ADA SILL
EXTERIOR VIEW EXTERIOR VIEW
Max�murri design pressuie capacitychart Maximum design pressure,capacTtychart
Seriea9050-ThermallyBiokenA/uminuminawlnp,r- :Series9050ThermaOyBrokenA/uminumlNOutsw/rTg'
w/Sed SillTorraceDoor Impact w/ADA Sill Terrace Door lrripact Tsonanu-rERnnxnRrve " �tlllf)ry _
_ .FranewkM(in) :Framewidth(In):'. WinDoor ORLINDO,FL32832 ft..LDw�i
Heght. 280 400 - 48,0 FiegM 28.0-, .34:0' Q0.jPos
.0 mconroxArrn
- r"s':.u .�;mooM� �.,•��6EN34:9i[!�'-
(m) Pos Neg Pos Neg Pos. Neg. Pos Neg. (In) jPosNeg Pas Nag Pos -.Neg. SERIES 9050 THERMALLY BROKEN ALUMINUM �80.0' .100.0150.0 100.0 150.0:100.0:148:7.100.0 111 80.0 i500 80.0 150.0 80.0 124.8 INSWING/OUTSWING TERRACE DOOR - IMPACT 84.0 ]00.0 150.0 100.0 150.0 100.0 f46.4 100.0 133.6 84.0 1500 B0.0 150.0 80.0 122.4 ELEVATIONS AND ANCHORING LAYOUTS0��96.0 : 100.0150.0100.0150.0100.0140.9100.0127.6 -98.0 1500 80.0 1462 80,0 � 11 ..9 (ORIO 108.0;-100.0150:0:100.0150.0100:0136.91GO.01232 ..108.0 1500 80.0-�142.8 80.0 . 113.0 TJH 08-0114812-o7o-100.0 150.0 100.0.150.D 100.0.133.9 100.0 120.0 =120,0 150.0:80.0.140.2 B0.0 110:0 sca.E NTS °AiE 10/05 10 SNEET2 OF 17 - /�//j�wA111 �\�
PARTS LIST REVISIONS
F12
PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED
905A11 FRAME JAMB ASS'Y OUT/INSWING KEYMARK ALUMINUM 6063-T6 A ADDED 9/16" GLAZING 6/20/12 R.L.
905Al2 FRAME HEAD& STANDARD SILL ASS'Y KEYMARK ALUMINUM 6063-T6
3 S46079 ADA SILL ASS'Y KEYMARK ALUMINUM 6063-T6 PARTS LIST
4 905AO3 STILE ASS'Y OUTSWING KEYMARK ALUMINUM 6063-T6 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL
5 905A04 STILE ASS'Y INSWING KEYMARK ALUMINUM 6063-T6 41 TP-448 FILLER STRIP TEAM PLASTICS PVC 92 DUROMETER
6 905A05 TOP & BOTTOM RAIL ASS'Y OUTSWING KEYMARK ALUMINUM 6063-T6 42 GLASS SHIM 1/4"x 3/4"x 1" NEOPRENE 80D
7 905AO6 TOP& BOTTOM RAIL ASS'Y INSWING KEYMARK ALUMINUM 6063-T6 43 FG0015011 #3 S OR EQUIVALENT JOINT SEALANT C.R. LAWRENCE SILICONE
8 905A07 TALL BOTTOM RAIL ASS'Y OUTSWING KEYMARK ALUMINUM 6063-T6 44 SIKAFAST552 GLAZING COMPOUND SIKA CORP. URETHANE
9 905AO8 TALL BOTTOM RAIL ASS'Y INSWING KEYMARK ALUMINUM 6063-T6 45 #10 x 3/4"PPH SCREW STAINLESS STEEL
10 905AO9 ADA BOTTOM RAIL ADAPTER ASS'Y KEYMARK ALUMINUM 6063-T5 46 #10 x 1 1/2" PPH SCREW STAINLESS STEEL
11 S46080 EURO FRAME GROOVE COVER KEYMARK ALUMINUM 6063-T6 47 #10 x 2" FH TEK SCREW STAINLESS STEEL
12 S46085 JAMB & HEAD COVER PLATE KEYMARK ALUMINUM 6063-T6 48 14mm STRUT TECHNOFORM US POLYMIDE 66
13 S46086 STANDARD SILL COVER PLATE KEYMARK ALUMINUM 6063-T6 49 20mm STRUT TECHNOFORM US POLYMIDE 66
14 S46084 GLASS STOP 1.25 KEYMARK ALUMINUM 6063-T6 50 S46083 GLASS STOP 1.625 KEYMARK ALUMINUM 6063-T6
15 52105 SPONGE WITH ADHESIVE BACK EDPM 51 S46082 GLASS STOP .5625 KEYMARK ALUMINUM 6063-T6
16 00598N FLASH XXL DOOR HINGE GIESSE 1 1/4" 1 5/8"
17 00599 HINGE COVER GIESSE 3/16" H.S. 3/16" H.S.
18 04650 LEVER ACTIVATED GEAR BOX - 45MM GIESSE .060" SGP BY DUPONT 3/16" TEMP. .060" SGP BY DUPONT
19 4637 6131 W/KEY&THUMB TURN GIESSE 3/16" TEMP. 3/16" H.S. 3/16" TEMP 3/16" H.S.
20 4636 3161 W/KEY&THUMB TURN GIESSE ALUMINUM ALUMINUM
21 02472 PRIMA COUPLE DOOR HANDLE GIESSE SPACER SPACER
22 1315-MC2 LOCKING PLATES ADVANTAGE MFG. EXT4'' SYSTEM EXTERIOR SYSTEM
23 1335-1 EUROGROOVE KEEPERS ADVANTAGE MFG.
7/8" GLASS 7/8" GLASS
24 04019 CORNER DRIVE GIESSE 30BITE 30 BITE
25 04655 STRIKE PLATE GIESSE 14INTERIOR 50 INTERIOR
26 01362N ADJUSTABLE STRIKER GIESSE Fn27 03524 CONNECTING ROD GIESSE 42 30 42 4GLAZING B 30
28 1445 SNUBBER, DRIVE ADVANTAGE MFG. 44 44
29 LMI GLAZING 9/16"
30 TP1046 #7 GLAZING VINYL VINYL 1/4" HS
31 #8 x 1"PH SO. DR. L-POINT STAINLESS STEEL .06" SGP BY DUPONT
32 #8 x 1" PFH SMS SCREW STAINLESS STEEL 1/4" HS
33 131022 #10 x 1 1/4"PH SO. DR. L-POINT STAINLESS STEEL EXTERIOR INTERIOR 7500AMSTERDA1biDRIVE `���ltlll!/!!�/
34 w10 xt 1/4"PFH SELF DRILLING STAINLESS STEEL W1riDoor O1tLANDO,FL32832 ��N R 'l;0 zV
INCORPORATED
CEM �.91i�.,
35 5-3820-RB-1 STILE& RAIL FLANGE WEATHERSTRIP LAUREN MFG. 30 7/8" GLASS N:wTxwiusns www.wiodooxnacom `sy �\ SF tp,�
36 4-2709 TOP & BOTTOM RAIL WEATHERSTRIP LAUREN MFG. BITE SERIES 9050 THERMALLY BROKEN ALUMINUM INSWING/OUTSWING TERRACE DOOR - IMPACT
V� *�
�j
37 905VP 22-SEAL SPONGE SEAL LAUREN MFG. EDPM 51 n BILL OF MATERIALS AND GLAZING OPTIONS ry0 TAT OF �{4`:
38 905VX-19 STRUT COVER IS LAUREN MFG EDPM
39 905VX-18 STRUT COVER OS LAUREN MFG. EDPM 42 GLAZING C 30 DRAWN: DWG No. REv
40 8303-01-00 FLEX COEX BOTTOM SWEEP TRELLBORG RIGID PVC 44 ISCA E NTS DATE 10/OS/10 08 sOEET380F 17 A '�,'�lO(�(�11.a ?``*`
Av
33 38 2 33 2 38 REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED 9/16" GLAZING 6/20/12 R.L.
12 35 35
12 29
EXTERIOR _
37 37 37 30 30
7 31 37
31 7 42
EXTERIOR 36 36 14 OR 50 31
31 31
31 31 9
29
4 INTERIOR 14 OR 50 42 31
OOR 50 30 30
INTERIOR
30 30 30 - 31 42 31
30 14 OR 50
29
29 INTERIOR 9
VERTICAL CROSS SECTION 31
INSWING UNIT (2�VERT/CAL CROSS SECTION EXTERIOR
4 OUTSWING UNIT
10 31
29 33 31 EXTERIOR
29
30 40 33
- 30 30 INTERIOR
41
42 INTERIOR 42 33 _— O 31 31
30 36
140R50 31 140R50
33 37 41 40
EXTERIOR 31 INTERIOR VERTICAL CROSS SECTION 33
31 7 ORO 4J INSWING UNIT WITH ADASILL 3
41
09 OR 7 31 37
37 36 033
31 41 37
13 EXTERIOR 13 VERTICAL CROSS SECTION
2
37 31 4 OUTSWINGUNITWITHADASILL
37 2
7500
38 35 35 38 WinDoor ORRLANDO,RDAM L32832DRIVE `
33 INCORPORATED rnm �manl uoo `\\�\�J
33 33 r..:a-JMs —.windoorinccom F N'q 94
VERTICAL CROSS SECTION 33 ,w{� F
�4JINSWINGUNITWITHSTANDARDSILL B VERTICAL CROSS SECTION SERIES 9050 THERMALLY BROKEN ALUMINUM
STANDARD BOTTOM RAIL SHOWN, 4 UTSWING UNIT WITH STANDARD SIL INSWING/OUTSWING TERRACE DOOR IMPACT
L
TALL BOTTOM RAIL OPTIONAL STANDARD BOTTOM RAIL SHOWN, VERTICAL CROSS SECTIONS-
1� jAj O�..i "s,
TALL BOTTOM RAIL OPTIONAL DRAWN: D110 110. REV r� Q'•�
TJH 08-01148 EV �dknO ��
AL
�'
SCALE NTS DATE 10/05/10 SHEET4 Of 17
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED 9/16" GLAZING 6/20/12 1 R.L.
FRAME CONSTRUCTION:
FRAME CORNERS ARE COPED AND BUTTED. JAMBS ARE ATTACHED TO HEAD, STANDARD 18 5 SILL AND ADA SILL USING (2) #10 x 1 1/4" PH SQUARE DRIVE LEAD POINT SS 35 16 17 47
SCREWS AT EACH CORNER.
PANEL CONSTRUCTION: 35 INTERIOR 30 29
STANDARD BOTTOM RAIL IS ATTACHED TO STILES WITH (4) #8 x 1" PH SQUARE DRIVE ;
LEAD POINT SS SCREWS, (2) AT INTERIOR EXTRUSION AND (2) AT EXTERIOR EXTRUSION. 11 8�
TALL BOTTOM RAIL IS ATTACHED TO STILES WITH (7) #8 x t" PH SQUARE DRIVE LEAD
POINT SS SCREWS, (4) AT INTERIOR EXTRUSION AND (3) AT EXTERIOR EXTRUSION. 37 t
TOP RAIL IS ATTACHED TO STILES WITH (4) #8 x 1" PH SQUARE DRIVE LEAD POINT SS
SCREWS, (2) AT INTERIOR EXTRUSION AND (2) AT EXTERIOR EXTRUSION. 1
WHEN ADA SILL IS USED BOTTOM RAIL IS FITTED WITH ADA SILL ADAPTER. SILL
ADAPTER IS SNAP FIT TO BOTTOM RAIL AND ATTACHED TO STILES WITH (2) #8 x 1" PH o
SQUARE DRIVE LEAD POINT SS SCREWS.
EXTERIOR 14 OR 50 30 14 OR 50 37
12 37 21 12 37 1
12 37 y
12 37 1
Lb-�HOR/ZONTAL CROSS SECTION
5 INSWING UNIT
1 F
INTERIOR
30 29
i
37
11
14 OR 50 30 14 OR 50 37 q7 W1riDoor OR NDO,FL 83D2�� „R�I.ILO�Az
35 EXTERIOR INCORPORA ED a ;u�s00 wwT.windoorinccom �! \GEMS�9�j1�`..
s
SERIES 9050THERMALLY BROKEN ALUMINUM �,• Jpj $ �t'
INSWING/OUTOUTSWING TERRACE DOOR — IMPACT
18 5 35 16 17 HORIZONTAL CROSS SECTIONS
(HORIZONTAL CROSS SECTION DRAWN: DWC N0. REV %o-, ..—R OQ'G��
OUTSWING UNIT scAH Dare TJ 08 SOE�48 A
NTS 10/05/10 5 OF 17
1" MIN.
REVISIONS
EDGE DIST. INTERIOR FINISH REV DESCRIPTION DATE AP EXTERIOR FINISH BY OTHERS PROVED
BY OTHERS A ADDED 9/16" GLAZING 6/20/12 R.L.
1 3/4" MIN.
2X BUCK/WOOD FRAMING EMBEDMENT
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
1/4" MAX.
SHIM
r I
BACKER ROD AND
APPROVED SEALANT
C0 #14 WOOD SCREW
EXTERIOR INTERIOR
EXTERIOR INTERIOR #14 WOOD SCREW
SILL TO BE SET
IN BED OF APPROVED
CONSTRUCTION SEALANT 0
1 3/4" MIN.
®2X BUCK/WOOD FRAMING EMBEDMENT
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
-� 1" MIN. EDGE DIST.
SILL TO BE SET VERTICAL CROSS SECTION
IN BED OF APPROVED 2XBUCKhVOOD FRAMING INSTALLATION
CONSTRUCTION SEALANT INSWING UNIT W17H ADA SILL
AND TALL BOTTOM RAIL
WinDoor ODRLAND�FL RDAb3DRIVE �;`\`S`R illVl4
2X BUCK/WOOD FRAMING INCORPORATED P aa/sl.usns www.windoorinacom !��" EM" 9 ��
BY OTHERS, 2X BUCK TO ti 4�� sF �:.
BE PROPERLY SECURED SERIES 9050 THERMALLY BROKEN ALUMINUM �*V1111ONY
5 *
INSWING OUTSWING TERRACE DOOR — IMPACT VERT/CALCROSSSECTION INSWING INSTALLATION DETAILS
2X BUCKIWOOD FRAMING INSTALLATION AT OF
INSWING UNIT WITH STANDARD SILL STANDARD BOTTOM RAIL SHOWN,TALL TJH DRAWN: DWG110. REVBOTTOM ALSO APPROVED scaE NTS DATE 10/OS/10 OS sOEET680F 17 ANAt \`\`
1" MIN. REVISIONS ^
EDGE DIST. INTERIOR FINISH
EXTERIOR FINISH BY OTHERS REV DESCRIPTION DATE APPROVED
BY OTHERS A ADDED 9/16" GLAZING 6/20/12 R.L.
1 3/4" MIN.
EMBEDMENT
2X BACKED 20GA MIN.
STEEL FRAMING BY OTHERS
1/4" MAX.
SHIM
BACKER ROD AND
APPROVED SEALANT
#14 WOOD SCREW
EXTERIOR INTERIOR
EXTERIOR INTERIOR //14 wooD SCREW
SILL TO BE SET
IN BED OF APPROVED
CONSTRUCTION SEALANT a
1 3/4" MIN.
EMBEDMENT
2X BACKED MIN.
STEEL FRAMING BYY OTHERS
OTHERS
--I I" MIN. EDGE DIST.
SILL TO BE SET VERTICAL CROSS SECTION
IN BED OF APPROVED 2XBACKED STEEL FRAMING INSTALLATION
CONSTRUCTION SEALANT INSWING UNIT WITH ADASILL
AND TALL BOTTOM RAIL
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322 \`g�R
INCORPORATED P,,;emast.usns www.windootincmm
2X BACKED 20GA MIN. \BENS 9iP i
STEEL FRAMING BY OTHERS Va 1�
SERIES 9050 THERMALLY BROKEN ALUMINUM qll��
VERTICAL CROSS SECTION INSWING/OUTSWING TERRACE DOOR — IMPACT
2X BACKED STEEL FRAMING INSTALLATION INSWING INSTALLATION DETAILS r �TAT ',OF sue.,`;-
yo
INSWING UNIT WITH STANDARD SILL DRAWN: DWG NO. REV i� '�LQ�►QQ'�y '
STANDARD
BOTTOMALSOAAPPROOWDN,TALL SCALE DATE°ATE 10/OS/10 08 soEEr780F 17 A ', l[AI'I� \\,�
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
MASONRY/CONCRETE EDGE DIST. A ADDED 9/16" GLAZING 6/20/12 R.L.
BY OTHERS a
1 1/4" MIN.
° EMBEDMENT
� ._
OPTIONAL 1X BUCK BY
OTHERS, 1X BUCK TO BE j
PROPERLY SECURED
SEE NOTE 3 SHEET 1
L—J1/4" MAX.
SHIM
BACKER ROD AND
APPROVED SEALANT
O 1/4" ITW TAPCON
EXTERIOR INTERIOR
EXTERIOR INTERIOR 1/4" ITW TAPCON
SILL TO BE SET
IN BED OF APPROVED
CONSTRUCTION SEALANT ❑
vT � a� 1 1/4" MIN.
°° EMBEDMENT
MASONRY/CONCRETE I— 2 1/2" MIN.
BY OTHERS I EDGE DIST.
VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION
SILL TO BE SET INSWING UNIT WITH ADA SILL
IN BED OF APPROVED AND TALL BOTTOM RAIL
CONSTRUCTION SEALANT
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MASONRY/CONCRETE ° SERIES 9050 THERMALLY BROKEN ALUMINUM
BY OTHERS INSWING/OUTSWING TERRACE DOOR — IMPACT
VERTICAL CROSS SECTION o
MASONRY/CONCRETE INSTALLATION INSWING INSTALLATION DETAILS
INSWING UNIT WITH STANDARD SILL DRAWN: DWG No. REV
STANDARD
BOTTOMAOSOAPPROSHOWN,TALL GALE NTS DATE 10/OS/10 08 sOEcr880F 17 A fi'�s� MAlt �4�`�\�
Ir
REVISIONS
REV DESCRIPTION DATE APPROVED
1 3/4" MIN. 1/4" MAX. A ADDED 9/16" GLAZING 6/20/12 R.L.
EMBEDMENT SHIM
#14 wco0 INTERIOR
SCREW
INTERIOR FINISH
BY OTHERS
1/4" MAX.
SHIM 1 3/4" MIN.
EMBEDMENT
2X BUCK/WOOD FRAMING AAI
BY OTHERS, 2X BUCK TO Q r"
BE PROPERLY SECURED
U
2X BACKED 20GA.
EXTERIOR MIN. STEEL FRAMING
IN BY OTHERS
1" MIN.
EDGES DIST
BACKER ROD AND
APPROVED SEALANT
EXTERIOR FINISH
BY OTHERS HORIZONTAL CROSS SECTION
2X BUCIOWOOD FRAMING INSTALLATION
INSWING UNIT,STRIKE JAMB SHOWN #14 WOOD SCREW
HINGE JAMB SIMILAR 1" MIN.
EDGE DIST.
BACKER ROD AND
APPROVED SEALANT
OPTIONAL 1X BUCK BY
INTERIOR 'r') OTHERS, 1 X BUCK TO BE HORIZONTAL CROSS SECTION
PROPERLY SECURED 2X BACKED STEEL FRAMING INSTALLATION
SEE NOTE 3 SHEET 1 INSWING UNIT,HINGE JAMB SHOWN
�l STRIKE JAMB SIMILAR
! a MASONRY/CONCRETE
Imo. 'T p BY OTHERS
A v.
2 5/16" MIN.
EXTERIOR - SEPARATION
p
1/4" ITW TAPCON ..
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BACKER ROD AND p., 2 1/2" MIN. W1111 JOOr ORLANDO,FL 32832 1`�\�5 �Q�JJJJi
EDGE DIST. INCORPORATED Pb-407481A00 ``a. EN , �.r
APPROVED SEALANT e..:a75eLusns —windoodn—om `!y 4�G s� �',:
1/4" MAX. { SERIES 9050 THERMALLY BROKEN ALUMINUM fir• p �tl.
SHIM 1 1/4" MIN. INSWING/OUTSWING TERRACE DOOR — IMPACT
EMBEDMENT INSWING INSTALLATION DETAILS
HORIZONTAL CROSS SECTION +7� 7ATiv
• R10A
MASONRY/CONCRETE INSTALLATION LDCRWN: pWG N0. REV ,�' ►
INSWING
STRIKEJA HINGE
MBSIMILARSHOWN H NTS DATE 10/OS/10 OS sOET980F 17 A
1" MIN. REVISIONS
EXTERIOR FINISH EDGE DIST. INTERIOR FINISH REV DESCRIPTION DATE APPROVED
BY OTHERS BY OTHERS
A ADDED 9/16" GLAZING 6/20/12 R.L.
1 3/4" MIN.
2X BUCK/WOOD FRAMING EMBEDMENT
BY OTHERS, 2X BUCK TO —L
BE PROPERLY SECURED ——'
1/ MAX.
BACKER ROD AND SHIM
APPROVED SEALANT EXTERIOR
INTERIOR
#14 WOOD SCREW
I
EXTERIOR INTERIOR
SILL TO BE SET #14 WOOD SCREW
IN BED OF APPROVED
CONSTRUCTION SEALANT o
1 3/4" MIN.
2X BUCK/WOOD FRAMING EMBEDMENT
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
1" MIN. _
_I EDGE DIST, f
VERTICAL CROSS SECTION
SILL TO BE SET 2X BUCK/WOOD FRAMING INSTALLATION
IN BED OF APPROVED OUTSWING UNIT WITH ADASILL
CONSTRUCTION SEALANT AND TALL BOTTOM RAIL
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WinDoor ORLANDO,FL 32832 -`
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BY OTHERS, 2X BUCK TO SERIES 9050 THERMALLY BROKEN ALUMINUM '`7k�
BE PROPERLY SECURED VERTICAL CROSS SECTION /
INSWING OUTSWING TERRACE DOOR — IMPACT �
PKBUCKANOOD FRAMING INSTALLATION OUTSWING INSTALLATION DETAILS �.� TAT OF "
OUTSWING UNIT WITH STANDARD SILL
STANDARD BOTTOM RAIL SHOWN,TALL DRAWN: DWC No. REVTJH
BOTTOM ALSO APPROVED SCAE NTS DATE 10/O5/10 08 sOEEr 10 OF 17 A
1
1 MIN. REVISIONS
EDGE DIST. INTERIOR FINISH REV DESCRIPTION DATE APPROVED
EXTERIOR FINISH BY OTHERS
BY OTHERS A ADDED 9/16" GLAZING 6/20/12 R.L.
1 3/4" MIN.
EMBEDMENT
2X BACKED 20CA MIN.
STEEL FRAMING BY OTHERS im
Li
1/4" MAX.
BACKER ROD AND
SHIM
APPROVED SEALANT
#14 WOOD SCREW
EXTERIOR INTERIOR
EXTERIOR INTERIOR #14 WOOD SCREW
SILL TO BE SET
rrru IN BED OF APPROVED
CONSTRUCTION SEALANT ❑
1 3/4" MIN.
EMBEDMENT
2X BACKED 20GA MIN.
STEEL FRAMING BY OTHERS
1" MIN.
EDGE DIST.
VERTICAL CROSS SECTION
SILL TO BE SET IN BED OF APPROVED 2X BACKED STEEL FRAMING INSTALLATION
CONSTRUCTION SEALANT OUTSWII BO
TTOM T14ADA ILL
A
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STEEL FRAMING BY OTHERS
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VERTICAL CROSS SECTION INSWING/OUTSWING TERRACE DOOR — IMPACT
2X BACKED STEEL FRAMING INSTALLATION OUTSWING INSTALLATION DETAILS �S OR �
WITH STANDARD SILL
IV
STANDARD BOTTOM RAIL SHOWN,TALL TJH"' R
Dwc No. 08-01 148 A
BOTTOM ALSO APPROVED SCALE NTS DATE 10/05/10 sNEET11
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
MASONRY/CONCRETE EDGE DIST. g BODED sits" GLAZING 6/20/12 R.L.
BY OTHERS a
a 1 1/4" MIN.
EMBEDMENT
OPTIONAL 1X BUCK BY 4 �—
OTHERS, 1X BUCK TO BE
PROPERLY SECURED
SEE NOTE 3 SHEET 1
1/4" MAX.
SHIM
BACKER ROD AND
APPROVED SEALANT
1/4" ITW TAPCON 0 EXTERIOR INTERIOR
EXTERIOR INTERIOR 1/4" ITW TAPCON
SILL TO BE SET
IN BED OF APPROVED
CONSTRUCTION SEALANT D
1 1/4" MIN.
EMBEDMENT
MASONRY/CONCRETE I_ 2 1/2" MINA I a
BY OTHERS 1— EDGE DIST.
VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION
OUTSWING UNIT WITH ADA SILL
SILL TO BE SET AND TALL BOTTOM RAIL
IN BED OF APPROVED
CONSTRUCTION SEALANT �jTJ
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SERIES 9050 THERMALLY BROKEN ALUMINUM * � 1 MASONRY/CONCRETE INSWING/OUTSWING TERRACE DOOR — IMPACT `Q� �
BY OTHERS VERTICAL CROSS SECTION OUTSWING INSTALLATION DETAILS i� TdT, OF 41 r
MASONRY/CONCRETE INSTALLATION �,.�
OUTSWING UNIT WITH STANDARD SILL DRAWN: DWG NO.
STANDARD BOTTOM RAIL SHOWN,TALL TJH NTS 10 08-01 148 A
BOTTOM ALSO APPROVED SCALE DATE f O5 f 10 SHEET OF 17
1 3/4" MIN. 1/4" MAX. REIASiouS r
EMBEDMENT SHIM
INTERIOR FINISH
RN DESCRIPION DATE APPROVED
B 14 WOODY OTHERS ; SCREW A ADDED 9/16" GLAZING 6/20/12 R.L.
1" MIN.
EDGE DIST.
INTERIOR
1/4" MAX.
SHIM � i 3/4" MIN.
EMBEDMENT
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED #14 WOOD SCREW 1" MIN.
EDGE DIST.
INTERIOR
BACKER ROD AND EXTERIOR
APPROVED SEALANT • �
EXTERIOR FINISH
BY OTHERS
HORIZONTAL CROSS SECTION
2KBUCKANOOD FRAMING INSTALLATION 2X BACKED 20GA.
OUTSWING UNIT,STRIKE JAMB SHOWN MIN. STEEL FRAMING
HINGE JAMB SIMILAR EXTERIOR BY OTHERS
1 1/4" MIN.
EMBEDMENT BACKER ROD AND
APPROVED SEALANT
1/4" MAX.1/4" ITW TAPCON SHIM 2 1/2" MIN. HORIZONTAL CROSS SECTION
'7I .
EDGE DIST. 2X BACKED STEEL FRAMING INSTALLATION
OUTSWING UNIT,HINGE JAMB SHOWN
INTERIOR STRIKE JAMB SIMILAR
0
2 5/16" MIN.
SEPARATION
i�1C�1�1g
MASONRY/CONCRETE
BY OTHERS 7500 AMSTERDAM DRIVE
WinDoor ORLANDO,FL3283z
OPTIONAL 1 X BUCK BY INCORPORATED ''ho°—.4P1N00
s P° OTHERS. 1X BUCK TO BE Pv:+nz1eiams www.windoolinccom �V �GENS
EXTERIOR PROPERLY SECURED
SEE NOTE 3 SHEET 1 SERIES 9050 THERMALLY BROKEN ALUMINUM `yY�. 0 �t
INSWING/OUTSWING TERRACE DOOR — IMPACT �
HORIZONTAL CROSS SECTION BACKER ROD AND OUTSWING INSTALLATION DETAILS -gi p OF
MASONRY/CONCRETE INSTALLATION APPROVED SEALANTRAW
IV
OUTSWING UNIT,HINGE JAMB SHOWN HN. DwD No. 08-01148 Rq
STRIKE JAMB SIMILAR SCALE NTS DATE 10/05/10 S14EET13 OF 17 //,��,OfN( Jt1�,`,`
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED 9/16" GLAZING 6/20/12 R.L.
23 1/8" TYP. 23
10 5/8" 7 5/8"
23 15X 0
7 5/8" 5/8'/8 23 6X
24 I 24 T
9" d 9„
113 5/16" 22 15X 113 5/16"
u d
110 1/4" D 3X 16 17P 110 1/4" D TXP.16 17
D p
za TYP. 28 TYP.
97 3/4" D 2Y, 97 3/4" 2X
D
85 1/4° D 10° 85 1/4°
D 10"
72 3/4° D 10„t DOOR 72 3/4" 10„ DOOR
18 21 0 D 18 21
I
60 1/4" 1 60 1/4"
GEAR BOX 47 3/4"1 GEAR BOX i
47 3/4" D '25 60' 38 1/16'
D 25 60"
38 1/16" 26 3/8"
D I p
22 za TYP'
26 3/8" D 17 13/16" p �16X
17 13/16" ol�
9 1/4- p ! 9„ 9 1/4" D 9„
6 1/4"
1/ 5 7/8„
3 i/4"
SERIES 9050 THERMALLY BROKEN ALUMINUM
SERIES 9050 THERMALLY BROKEN ALUMINUM INSWING/OUTSWING TERRACE DOOR
INSWING/OUTSWING TERRACE DOOR WITH STANDARD SILL
WITH ADASILL EXTERIOR VIEW
EXTERIOR VIEW 7500ANISTERDAhfDRIVE
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INCORPORATED v-407ARLM `\v\v\pENS'11ys�.
NOTE:
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DIMENSIONS MARKED WITH ARE CENTER OF
LEVER ACTIVATED GEAR BOX. ALL OTHER SERIES 9050 THERMALLY BROKEN ALUMINUM * p
DIMENSIONS ARE CENTER OF KEEPERS. INSWING/OUTSWING TERRACE DOOR — IMPACT b"G �� ty
HARDWARE LAYOUTS =4 TAT OF
DRAWN: DWC NO. REV i : LOIjkOQ"�` �
scraE NTS DATE 10/05/10 08 soEET 14 OF 17 A '/�� jQNAttE�U�\�`
REVISIONS
5 3/16" REV DESCRIPTION DATE APPROVED
A ADDED 9/16" GIADlNG 6/20/12 R.L.
Q 2 3/4 4 17/32
47/64"—�---{
2 5/32" I 1 19J64"
@STILE ASSEMBLY OUTSWING 8 3/4" � —�
EXTRUDED ALUMINUM 6063-T6.090"THICK 8 3/4" 1/2" I--
OFRAME HEAD&STANDARD 14 GLASS STOP 1.25"
SILL ASSEMBLY EXTRUDED ALUMINUM6063-T6.050"THICK
EXTRUDED ALUMINUM 6063-T6.090"THICK
2 3/4" �:: 1/2„
1 19/64"
5 5/32" `--2 3/4" — —� —T
OTALL BOTTOM RAIL 09TALL BOTTOM RAIL DADA SILL ASSEMBLY 1/2
ASSEMBLY OUTSWING ASSEMBLY INSWING EXTRUDED ALUMINUM 6063-T6.090"THICK 50 GLASS STOP 1.625"
Lfuu
EXTRUDED ALUMINUM 6063-T6.090"THICK EXTRUDED ALUMINUM 6063-T6.090"THICK WITH POUR AND DEBRIDGE THERMAL BREAK EXTRUDED ALUMINUM 6063-T6.050"THICK
2 3/4" r— 3 27/64" T4 1 1/2"
�—
TOP&BOTTOM RAIL
1 1/a"
ASSEMBLY OUTSWING
EXTRUDED ALUMINUM 6063-T6.090"THICK �--
OGLAZING STOP 9/16"
51 ALUMINUM6063-T6.050"THICK
5 3/16"� 5 5/32" 4 9/16"
7500 nMszsRDAM DRIVE `\��\l1.Ll
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2 3/4° INCORPORATED P:� iun5 www.windoorinccom
Q 2 3/4" SERIES 9050 THERMALLY BROKEN ALUMINUM 0 i #
OFRAME JAMB ASSEMBLY INSWING/OUTSWING TERRACE DOOR — IMPACT �ti"�� '
OTOP&BOTTOM RAIL OUT/INSWING COMPONENTS y0 TAT OF t�
OSTILE ASSEMBLY INSWING ASSEMBLYINSWING EXTRUDED ALUMINUM6063-T6.090"THICK DRAWN: DWG 110, REV fi��' s,'cLpRTJH 1�P
EXTRUDED ALUMINUM6063-T6.090"THICK EXTRUDED ALUMINUM 6063-T6.090"THICK cAE NTS DATE 10/OS/10 08 50�15 OF 17 A ��iis��.NALfE���'�'
REVISIO14S
�-I 1 21/32'I+—( 17/64" REF.
I`17/64' REV DESCRIPTION DATE APPROVED
3/64
1_L
-I-I 21 64" 37/64" REF. A ADDED 9/t6 GLAZING 6/20/12 R L
38 STRUT COVER IS 40 FLEX COEX
t 3 STANDARD SILL COVER PLATE EXTRUDED ALUMINUM 6063-T6.090"THICK BOTTOM SWEEP
EXTRUDED ALUMINUM 6063-T6.090"THICK RIGID PVC.050'THICK `F
--� 1 35/64"� /
1 1/32" 2 64"
1 —T 7/32"
REF.
12 JAMB&HEAD COVER PLATE 39 STRUT COVER OS 1/2"REF
EXTRUDED ALUMINUM 6063-T6.070'THICK EXTRUDED ALUMINUM 6063-T6.090"THICK
b.
41 FILLER STRIP
PVC 92 DUROMETER 409
21/32" 1/2 51/64" � �1CORNER DRIVE
15/64"T
t 1 EURO FRAME GROOVE COVER m STRUT > 4
EXTRUDED ALUMINUM6063-T6.050"THICK PO LYMIDE6B
2 3/4" --{ Lotk haYN
35/64" 0�
1 29/32" P qqLy f�
15/64"T ,.'OJa 1ao,1n1.
n14mm STRUT } ,� I ;.
PO`�LYMIDE 66 H:nnro m /
t 0 ADA BOTTOM RAIL LPCkX1y�
ADAPTOR ASSEMBLY oaas a
EXTRUDED ALUMINUM 6063-T6.080"THICK 27/64 I_ 8acamt•Dded
REF. �� ham��lrowe:
�p 7/ REF. 23 EUROGROOVEKEEPERS
@SPONGE SEAL
V EDPM
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REF. 21/64"�j I r.,i:a 1'.ws www.windoorinccom 1 tit
REF.
17/64� 33/64" REF. SERIES 9050 THERMALLY BROKEN ALUMINUM * 0 7
REF. INSWING/OUTSWING TERRACE DOOR — IMPACT /
STILE&RAIL FLANGE —� COMPONENTS STATE
35 36 TOP&BOTTOM • R Q,� :'
HERSTRIP RAIL WEATHERSTRIP DRAWN:TJH DWG N0, REV
SCALE NTS DATE 10/05/10 08 SOET16 OF 17 A
REVISIONS
REV DESCRIPTION OAiE APPROVED
3/32"
A ADDED 9/16" GLAZING 6/20/12 R.L.
�II�
I
7/8" 2 15/32" 13/16"
0 o o
2 _ ® 2 11/16"
®�
0..
01 bar OoawTm
xox 6 0
5 13/16" ®
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7 a - BLOCKING PLATES 17 23/64"
22
® �+
f 6 16
f
ea
r
14 7/8" O .ti ® 2 13/16"
®" 9 FLUSH XXL DOOR HINGE B.O.M.
0 8 13/16" 1. HEIGHT ADJUSTMENT PLATE
2. GRUB SCREW FOR WING RAISING _
4. CAP x 2" TEK SCREW �. 53/64"
5. FM HINGE PART
8 6. FIXING PLATE FOR FM HINGE
7. FIXING SCREWS M6 x 12
F2 . 8. ECCENTRIC BUSHING nSTR/KEPLATE
9. BEARING
it 10. PIN
® 19 11. PLATE FOR MX HINGE FIXING
12. MX HINGE PART
® 13. GRUB SCREW FOR PIN LOCKING
® 14 GRUB SCREW FOR BUSHING BLOCKING
15. PRELOAD PLATE
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INCORPORATED Q� . EM' '9 �,•
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SERIES 9050 THERMALLY BROKEN ALUMINUM
INSWING/OUTSWING TERRACE DOOR - IMPACT
�FLASHXXLDOORH/NGE COMPONENTS b
LEVEL ACTIVATED GEAR BOX DRAWN: DWG NO. REV
SCALE NTS DATE 10/05/10 08 SH ET 17 OF 17 A
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 511715D
336-945-9695
rllomas@lrlomaspe.com
Manufacturer: WinDoor Incorporated
7500 Amsterdam Drive
Orlando,FL 32832
Product Line: Series 9050 Thermally Broken Aluminum Inswing/Outswing Terrace Door—LMI
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9N-3.005 method 1 (d).The product listed herein complies with
requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-01148 revision A,titled Series 9050 Thermally Broken Aluminum
Inswing/Outswing Terrace Door—LMI,prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No. NCTL 210-3653-1 signed and sealed by Gerard J.Ferrara P.E.
National Certified Testing Laboratories,Orlando,FL
TAS 201-94 Large Missile Impact Test
TAS 202-94 Uniform Static Air Pressure, Std sill IS:+100.0/-120.Opsf design pressure
Std sill OS:+100.0/-120.Opsf design pressure
ADA sill IS:+100.0/-110.Opsf design pressure
Water penetration resistance Std sill IS: 15.Opsf
Std sill OS:20.Opsf
ADA sill IS: 12.Opsf
TAS 203-94 Cyclic Pressure loading Std sill IS:+120.0/-150.Opsf
Std sill OS:+120.0/-150.Opsf
ADA sill IS:+120.0/-150.Opsf
ADA sill OS:+120.0/-150.Opsf
3. Test report No. NCTL 210-3653-1 B signed and sealed by Gerard J.Ferrara P.E.
National Certified Testing Laboratories,Orlando, FL
AAMA/WDMA/CSA 101/I.S2/A440-05
Design pressure: +100.0/-120.Opsf
Water penetration resistance 15.Opsf
ASTM El886-05 and ASTM Ell996-05
ASTM El886/Ell 996 Large Missile Impact, Level D,Wind Zone 4
ASTM El886/El996 Cyclic Load Test,+120.0/-150.Opsf design pressure
4. Test report No. NCTL 210-3653-2A signed and sealed by Gerard J.Ferrara P.E.
National Certified Testing Laboratories,Orlando, FL
AAMAIWDMA/CSA 101/I.S.2/A440-05
Design pressure: +100.0/-120.Opsf
Water penetration resistance 20.Opsf
ASTM El886-05 and ASTM El996-05
ASTM El886/El996 Large Missile Impact, Level D,Wind Zone 4
ASTM El886/El996 Cyclic Load Test,+120.0/-150.Opsf design pressure
5. Test report No. NCTL 210-3653-3A signed and sealed by Gerard J.Ferrara P.E.
National Certified Testing Laboratories,Orlando, FL _......
AAMANUDMA/CSA 101/I.S.2/A440-05 �y�1
Design pressure: +100.0/-110.Opsf �"'\
Water penetration resistance 12.Opsf %�` ■ •, !j
ASTM El 886-05 and ASTM El996-05
ASTM El886/El996 Large Missile Impact,Level D,Wind Zone 4
ASTM El886/E1996 Cyclic Load Test,+120.0/-150.Opsf design pressure
c�►r ire t,x���.
1 of 2 Luis R. Lomas,P.E.
FL No.:62514
06/21/2012
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report NO.: 511715D
336-945-9695
rllomas@lrlomaspe.com
6. I-Strut Testing:
a. Test report ETC-07-1043-19094.0,signed and sealed by Joseph Labora Doldan P.E.
ETC Laboratories, Rochester, NY,ASTM D 638-03
Tensile strength of unexposed samples: 10,390psi
Tensile strength of 4500 hour Xenon Arc exposed samples: 11,004psi
b. Test report ETC-08-1043-20974.0 signed and sealed by Joseph Labora Doldan P.E.
ETC Laboratories, Rochester, NY,ASTM D 1929-96 Self ignition 740OF
c. Test reportATI 61261.01-106-18 signed and sealed by Joseph Reed P.E.
Architectural Testing Inc.York,PA
ASTM D635-06 Rate of burning classification: CC1 (23.9mm/min,.94in/min)
ASTM D2843-99 Smoke density rating: 2.1
7. Anchor calculations,report number 511715-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
8. Comparative analysis, report number 511715-2,-3 and-4,prepared,signed and sealed by Luis Roberto Lomas
P.E.
Limitations and Conditions of use:
• Maximum design pressure: See approval document
• Maximum unit size: 46"x 120"
• Maximum panel size: 42"x 118 1/2"
• Units must be glazed per ASTM E 1300-04,see approval document for glazing options.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame and panel material to be thermally broken Aluminum 6063-T6.
Installation: Units must be installed in accordance with approval document,08-01148.Revision A.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
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2 of 2 Luis R.Lomas, P.E.
FL No.:62514
06/21/2012